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HomeMy WebLinkAboutPD 2018-0036; AVIARA PA 13 HOA COASTAL APPROVAL - SEHGAL RESIDENCE; Site Plan= THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES Notes must be shown as worded, on the title sheet of the plan 1. In the case of emergency, call ______ · at Work Phone H ____ or Home Phone# ___ _ Sehgal Residence 2. Sediment from areas disturbed by construction shall be retained on site using structural controls to the maximum extent practicable. AVIARA POINT, CARLSBAD 3. Stockpiles of. soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or· wind. 4. Appropriate BMP's for construction-related materials, wastes, spills. shall be implemented to minimize transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff. 5. Runoff from equipment and vehicle washing shall be contained at construction sites unless treated to reduce or remove sediment and other pollutants. 6. All construction contractor and subcontractor personnel are to be made aware of the required best management practices and good housekeeping measures for the project site and any associated construction staging areas. 7. At the end of each day of construction activity, all construction debris and waste materials shall be collected and properly disposed in trash or recycle bins. 8. Construction site shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than stormwater only when necessary for performance and completion of construction practices and where they do not; cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. 9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/ equipment wash water and concrete wash water; concrete, detergent or f!ootable wastes; wastes from any engine/ equipment steam cleaning or chemical degreasing and superchlorinated potable water line flushing. During construction, permittee shall dispose of such materials in a specified and controlled temporary area on-site, physically separated from potential stormwoter runoff, with ultimate disposal in accordance with local, state and federal requirements. 10. Dewatering of contaminated groundwater, or discharging contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. 11. Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion of each working day. Drainage is to be directed toward desilting facilities. 12. The permittee and contractor shall be responsible and shall toke necessary precautions to prevent public trespass onto areas where impounded water creates a hazardous condition. 13. The. permittee and contractor shall inspect the erosion control work and insure that the work is in accordance with the approved plans. 14. The permittee shall notify all general contractors, subcontractors, material suppliers, lessees, and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited. 15. Equipment and workers for emergency work shall be made available at all times during the rainy season. Necessary materials shall be available on site and stockpiled at convenient locations to facility rapid construction of temporary devices when rain is imminent. 16. All removable erosion protective devices shall be in place at the end of each working day when the 5-Day Rain Probability Forecast exceeds 40%. 17. Sediments from areas disturbed by construction shall be retained on site using an effective combination of erosion and sediment controls to the maximum extent practicable, and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities of adjacent properties via runoff, vehicle tracking, or wind. 18. Appropriate BMPs for construction-related materials, wastes, spills or residues shall be implemented and retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by wind or runoff. DRAINAGE NOTES: FIRE HAZARD AREA: 11 11 I I I I I I I I I I II I I ii I I I l I I 11 I I I 1 11 11 I I 11 I I I I I I II Apr,rovei \lf tbri~ p!nns ieb;::s :;Gldy tn the architectural desig.i and scheme thereof a!!d in repmentado:1s ' " ... d. ti I "' ' '" . C .,. " (' I " Gre m;iu~ nor zny re~pons:tHif;,' mume ny ie -trClliiec:urni 1;_ev1ew LJ:;;m:.:,te rcgua:r.g 11e .cgam} ,J,r "l"'l"['l~nl (I"~ 11;· .. ')t 'O'•ntl,,p~n ,.f' ,1,~ ···~-'· ,-~"'"''M') rr· e\.,11 ·D~ n.f> s"'e rc"nll"'r::1;1·1•" o' 'he "' .. ~"" ~•·'""~:~ ~!!'~li,11 \<1,ll._;• ~ \i ...... ,~JJ\/ll!li,•1'1[(\:LuF;;"~;;,,. J,.a.:1 ~ll!~ v, ~r'u[;.,,;;,:lJ ll ;.,ihll .. li'-it,:~l~ nrchlt◊ct ~nrl owner\ b.i'.i~i fD examin~ the lot :md to 1rnder:ake adequate structural design for ali :mprnn:-::i<\is and Hicrr1¼f'tcr to rnnstrnd and maintain the i:nprowments b ~ccord:rncc wit!t the appra;·cd p'.~n~ irnd ~ppiit3el2 gowr:nutnfal codes, Jaws, ordinances and reguiatlcns. ApprnvgJ of ~hese plans ~oes not allir ir modify owner's obi;gation to comply with all established building requirements for the lei ind wit1t a!l l~ws; urGk2:1m, rnies antl reg~ia1fom now or hereafter made by any governmental authority alfrcti.g the iot. lu ca,e of any conflict between the same, the stricter requirement shall apply. -ALL SURFACE WATER SHALL DRAIN AWAY FROM STRUCTURES, AWAY FROM NEIGHBORING PROPERTIES AND LEAD TO THE STREET OR OTHER APPROVED TERMINUS. BRUSH CLEARANCE: PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ALL APPLICABLE PROVISIONS PERTAINING TO BRUSH CLEARANCE CONTAINED IN THE UNIFORM FIRE CODE SHALL BE FULLY COMPLIED WITH TO THE SATISFACTION OF THE CITY OF CARLSBAD FIRE AUTHORITY. -THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM 11 II 11 11 II IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTE-WATER GENERA TED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. REQUIREMENTS OF TITLE 24 RELATING TO ENERGY CONSERVATION HAVE BEEN TAKEN INTO CONSIDERATION. ARCHITECTURAL T TITLE SHEET SP SITE PLAN TP-01 TOPOGRAPHY PLAN HA HEIGHT ANALYSIS PLAN I 11 I I 11 I I I : it ' : :: : : :: : : : I d ' ,, I I I 11 I 1111 I I I ~1_,IL ______ l ______ _JJ'I I I I 11 I 11 1 I 1 _______________ ..,. I 11 I I 111 I 1111 I I 11 --------------I I I I I I I I I I I I I I 11 I I 11 I I l I ~~~l--~~======i!f __ 1====================--=====l ____ _ ~ PLANNING DIVISION APPROVAL n(I . . Date: 7-22-/Cf D0>-l NEU; City Planner Date:f • / 13-/"f REcoM,,EKDED sv:t!}Jr1s l P-e.tf ,...., Print Name SHEET INDE MECHANICAL GENERAL NOTES & LEGENDS EQUIPMENT SCHEDULES MANUAL JD & S CALCULATIONS CONT. MANUAL JD & S CALCULATIONS VICINITY MAP NO SC.ALE GN1 ARCHITECTURAL GENERAL NOTES HVAC MAIN LEVEL FLOOR PLAN GN2 ARCHITECTURAL GENERAL NOTES HV AC UPPER LEVEL FLOOR PLAN LOT DATA PROJECT ADDRESS 7129 AVIARA DRIVE CARLSBAD, CA 92011 OWNER NAME & ADDRESS MR, JAY SEHGAL 42 COPPER CREEK IRVINE, CA 92603 LEGAL DESCRIPTION LDT 290, TRACT 85-35 CITY OF CARLSBAD COUNTY OF SAN DIEGO CALIFORNIA A.P.N., 215-610-29-0D BUILDING AREA MAIN LEVEL: UPPER LEVEL: TOTAL: GARAGE: DECK: LOT SIZE: LOT COVERAGE: TOTAL OPEN SPACE: 2,385.49 sq. ft. 1,917.95 sq. ft. 4,303.44 sq. ft. 716.26 sq. ft. 525. 77 sq. ft. 10,515.94 sq. ft. OPEN SPACE PER PA-13: 3,247.63 sq. ft. (30.88%) 7,268.31 sq. ft. (69.12%) 2,665.85 sq. ft. (25.35%) CONSULTANTS ARCHITECTURAL STOFFREGEN-FULLER & ASSOC_ 27112 CALLE CABELLERO #B . SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 CIVIL SEHGAL & ASSOCIATES 42 COPPER CREEK IRVINE, CA 92603 (949) 394-4777 LANDSCAPE DESIGN COMMUNITY WORKS DESIGN GROUP 4649 BROCKTON AVENUE RIVERSIDE, CA 92506 (951) 369-0700 STRUCTURAL E & A ENGINEERS 20505 E. VALLEY BLVD., # 110 WALNUT, CA 91789 (909) 598-5045 MECHANICAL & ENERGY GOUVIS ENGINEERING 15 STUDEBAKER IRVINE, CA 92618 (949) 752-1612 ELECTRICAL & PLUMBING CHESSBAKE ENGINEERING GROUP 657 JOHN DRIVE CORONA, CA 92879 (951) 263-6025 NOTES OCCUPANCY GROUP: GROUP R, DIVISION 3 / U-1 NUMBER OF STORIES: TWO (2) TYPE OF CONSTRUCTION: TYPE VB / SPRINKLERED FIRE SPRINKLERS: YES These drawings/plans and related specifications are in general conformance with local building code requirements as well as the 2016 California Building Standards Code: 20 California Building, 2016 California Residential Code, 16 California Electrical Code, 2016 California Mechanical Code, 2016 California Plumbing Code, 2016 California Energy Code, 2016 California Fire Code and the 2016 California Green Building Standards Code. Signed: · tf/4,,o.~ · · WILLIAM D. STOFFRE~ PREPARER JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FULLER & ASSOCIATES, INC. Firm Address: 27112 CALLE CABALLERO, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949} 493-0660 ELECTRICAL ELECTRICAL GENERAL NOTES/SYMBOL LIST LEGEND/SHEET INDEX ELECTRICAL GENERAL NOTES/SYMBOL LIST LEG6ND/SHEET INDEX ELECTRICAL LIGHTING GENERAL NOTES/T-24 MANDATORY NOTES ELECTRICAL DETAILS SITE ELECTRICAL PLAN ALL STRUCTURES SHALL HAVE AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED PER NFPA 13-D STANDARDS AND CITY OF CARLSBAD REQUIREMENTS. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF CARLSBAD FIRE AUTHORITY PRIOR TO FRAMING INSPECTION. GN3 CITY WASTE MANAGEMENT & WATER HEATER NOTES GN4 DOOR & WINDOW SCHEDULE/DETAILS/CITY GREEN NOTES M-0.1 M-0.2 M-1.1 M-1.2 M-3.1 M-3.2 M-4.1 MD-1 HVAC SECTION B-8/FURNACE LOCATION & CLEARANCE MECHANICAL DETAILS El.O El.1 E1.2 El.3 El.4 E2.0 E2.1 E2.2 E2.3 E3.0 E3.1 E4.0 ES.O E6.0 E6.1 E6.2 ELECTRICAL TYP. HOUSE UNIT KEYNOTES FIRST FLOOR POWER AND LIGHTING PLAN SECOND FLOOR POWER AND LIGHTING PLAN ROOF POWER AND LIGHTING PLAN TOTAL FOOTAGE OF DWELLING, DECKS & GARAGES: 5,014 {DWELL'G} + 712 (GAR.)+ 526 (DECK)= 6,252 SQ.FT. ITEMS WITH DEFERRED SUBMITTAL OR REQUIRE SEPARATE PERMITS: * POOL AND SPA; * SITE FENCES, WALLS & RETAINING WALLS; * FIRE SPRINKLER SYSTEM; • DECK GUARDRAIL, AND * PHOTOVOLTAIC SYSTEM. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HA VE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. " -------------------- A 1.0 MAIN LEVEL FLOOR PLAN A 1.1 UPPER LEVEL FLOOR PLAN A3.0 SECTION A-A A3.1 SECTION B·B A3.2 SECTION C-C A4.0 FRONT AND REAR ELEVATIONS A4. I LEFT AND RIGHT ELEVATIONS A4.2 SIDE YARD WALL ELEVATIONS AS.O ROOF PLAN A6.0 MAIN LEVEL INTERIORS A6.1 UPPER LEVEL INTERIORS Dl ARCHITECTURAL DETAILS GRADING PLAN PROJECT NO. PD2018-0036/GR2018-0051 DRAWING NO. 5l5-6A SHEET 1 OF 5 GRADING PLAN -TITLE SHEET SHEET 2 OF 5 GRADING PLAN SHEET 3 OF 5 SWPPP -TIER 2 SHEET 4 OF 5 EROSION CONTROL PLAN SHEET 5 OF 5 GRADING PLAN -DETAILS P-1-0 P-1.1 p. 1.2.1 P-1.2.2 P-2.0 P·3.0 P-4.0 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 SSWl SSW2 PLUMBING LEGEND/SYMBOLS/ ABREVIA TIONS/ SCHEDULES/MECH. SPECS. & NOTES SITE PLUMBING PLAN WATER DEMAND CALCULATIONS &ANALYSIS HYDRAULIC ANALYSIS, SCHEDULES, NOTES & DETAILS FIRST FLOOR PLUMBING PLAN UPPER LEVEL PLUMBING PLAN LEGEND/SYMBOLS/ ABREVIA TIONS/ SCHEDULES/MECH. SPECS. & NOTES STRUCTURAL GENERAL NOTES/TYPICAL STRUCTURAL DETAILS FOUNDATION PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR/ ROOF FRAMING PLAN SECTION STRUCTURAL DETAILS TYPICAL STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS SIMPSON STRONG-WALL DETAILS SIMPSON STRONG-WALL DETAILS ELECTRICAL PANEL SCHEDULE/CALCULATIONS AND NOTES ELECTRICAL PANEL SCHEDULE/CALCULATIONS AND NOTES ELECTRICAL SINGLE LINE DIAGRAM AND NOTES ELECTRICAL MECHANICAL SCHEDULE AND NOTES ELECTRICAL NOTES ELECTRICAL NOTES ELECTRICAL NOTES TITLE-24 ENERGY T24-MM TITLE 24 FORMS/MANDATORY MEASURES T24-1 TITLE 24 ENERGY COMPLIANCE FORMS LANDSCAPE PROJECT NO.: DEV2018-0225/LPC2019-0006 DRAWING NO.: 515-6L T-1 TITLE SHEET Ll-1 LANDSCAPE IRRIGATION PLAN Ll-2 LANDSCAPE IRRIGATION DETAILS Ll-3 LANDSCAPE IRRIGATION DETAILS LP· 1 LANDSCAPE PLANTING PLAN LP-2 LANDSCAPE PLANTING DETAILS APPROVED • AVIARA POINT MCHITECTURALCOMMI • " • C • • ... ~-!1i.o ..... o .... __ S:i• 1/)1.L<( Q) u ~ Q) '"O •...-1 rfJ Q) (I) ..c:: ~ f,--< ~ crj bl) ~ Q) r.n >< w C z ---en w l-o z w ...J 1--I- d . ,..., 0 ~ ~ ~ • ...-1 > ~ (') z z z <( __J (J_ w 0::: :::, f- 0 w f- :r: 0 0::: <( ro . ,-; s ~ ..... crJ u ~ "O ro ,.0 00 -~ u ~ (I) _. . ,-; I-< p ro ~ ..... ~ 0 °' N 0 ,..'l 0"""'W.J.STOFFREGE DAlE 10 9 2018 PROJECT NO. 17-651 SCALE AS NOTED T LOT 291 Existing residence I 4 I ' I I I I I I I I NEW W.I. FENCE TO MATCH EXISTING ~ ~ , b,'o()l oEF " O · 'f ti., ~ 1c,\:'=i j \ \ '/." . \ I 61 3 '), ---t--r-1 1'<'-0 I " I I I I I I I I I 7,'f 17,""-' / '),o•· l l\y\111\11/ I/ g I l I /'1 I I \ I · I I I I I "'1\1111111111/ /l I \ \ \ \ : : \ i II l : I I / '),l O \ \ fo'l,f I : I I \ I I / / 1• 1 )/;)I/II 1 111I I /l{tl 1 11 1\)1 \:, / II / / / / / / -/ / I ) }I ) I J7fo·'), ·' JI I Ir I I I I I I I 1/1j}i/1fl 1/ 11 II 1//1/ 2 I ' II I I I '1,"1_. I I I I I I I I I , 13'-0" PA 8'-0" 8'-7" SPA 20·-" ffi ...I "' • Oo.O o-, a. ::, . o"' w 6'-7" PA -- \:, • I N -- ....__ ____ ___ EXIST. MASONRY WALL N 78'25'00" E 144.07' 3' WIDE X 5' HIGH WOOD GATE /. '),"'"', \ I " '\ I \\I ~ I <( '; I I Ix// / I I I I I I (J) .1~";7/ Ill 11/ul I EXJm~G i.0,1 : ; I ! 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LI .d . . . . <1 A/ . 2!)'-0" () "' Cl w (/) (/) w > Co • l----:~---t-____:3"'~"'.::::~'...-1~.1. !EXISTING 15• ACP 'I-WATER MAIN PER DWG 295-1 (J) 4 I I I I I I II 1 I I I 11 I I I I I 11 I _l_L_'t:~_J I \ I I I • PA l 3'-Qb I I PA l 5'-0" I t I I I . •-4 et: .,, . ., 269-' •• "$! LI . -., 0.. w ri,.VJ'i,. -. ., . ,. • . -., . -· I I Cl (J) \ ~-G-5 4" EXIS NG 5 I~ W ¥.!:,_,,21"'6= W · W ----Ir W I re:rg 207.4~ 'o' • (J) \ '],"~ 7-01·1 :,2 ~WATER ERVICEI 5' HIGH CMU WALL \ re,__,__..,-;5 s s 5 I W/ SMOOTH TROWEL I SEWER ;,, STUCCO OVER J,ATERAL , I .'f PA I\ ----,., -------+.J----E~--B-l+-+- \ \ \ \ \ \ \ ~~3'w100S'H1GH~~-----~ 1 • ' WOOD GATE '/.6 r ro'o· 'J,.~'o-/J,; o<o':J JI! • 4 -------------------']; ""I>, <1 \ -------)al--..___ 7,1:,1 ..... Ll (J) ·- • • ··•· .. -.. .. ~-·.•.,_ . I' / 7J,f / \ \ \ \ ~ WITH SMOOTH TROWEL STUCCO\\ \ OVER BOTH SIDES , \,:o \ '<t"\ ----i ---~·1 <J -I I LOT 289 SITE PLAN SCALE: Xs,.=1'-0'" 264.66 Ff HOUSE SLAB PORCH POOL PER SEPARATE BLDG. PERMIT SECTION C-C SCALE: ~•=1 • -0" -----------------------------,,-----------------......,..__,,_"''' 'iifi'----GATE WALL lffl----GATE EXISTING SIDEWALK WITH I ( • CURB AND GUTTER I Li ~:? )?; I-PROP. LINE I I I '1-,o,_'J.., -2% ·• . ::_, !J:)' ~ STREET APPROVEO • AVIARA PO\NT ARCHiTECTURAL COMMITTEE z <r: -I c.. w 1--en DRAWN w. J. STOFFREGEN DATE 1 Q 9 2 018 PROJECT NO. 17-651 SCALE AS NOTED SP l 2 3 4 5 6 A B I I C D E F • I ......... '°'"'· LU: ~~ t .. .-·.,:r. : . ... . . c?'6'~ . • -q _<3 -11 I I T l I I 'Ii 1 'j.r,;,: ,i)P--'Ii !a\ i'-l i~"' II 11 I '-.....'-..... i~·\\ \ \ \ 1;, l ~ 1/ I I\\ '--~ ~,i\\\ /f I 11 \ I 11 /f --------1 i~ ~Ii 1 ~ I I ~.. I I I I I \ 1 / ----. : \ \ \ \' " I l I // / /11 1 /\// f~~ "t,}P I\•\\\ '-.....\ / i 1 I I l I I I I I I If# . ~ f' I I I ~, .. \ / l I I I;; ///1' II/I \ : Ii I, \ / l I //// I J~ I I I I I I II \ ,, I I I : \ I : 1 . I I I / / I I If ~ ~ I / I / \ / i -. fP; r; 1 ; J I I I I I I If \ Lor 290 : I I I : \ / I G . ., .. . . • . . ' . ·\· • .. . : 4-. • V • .. • . ..,. : . .. " . <i:• . '!'!> .~. ... ... --. -~- ~ .· .. "' . . . 3t . • • I I c,trv OF CARLSBAD I r , ---~'!'-\ , ,l,v I 1 I I I I I If ; TRACT 85-35 : I I I ' '-..... r ; tpl : t ·1. ·. ~, 1 1 1 1 1 1 1 1 1 11 .~ ,.c;P ,.r;,-"' , #'-\ i 1 1 1 r"°"\ '-..... , / · 1\ ! . . ~· ··. ,_,.,,,,,.. ti I I I I I I II I I j ,~ . . / • I I I I l ~. LEGEND 5--- -)(--)(- 1: : : : : : : : : : : : :1 L ;_~.-:-.·.:: ~ 2222222 z:z::z / z:z::z. ifiiili iti F.F. F.S. T.G. INV T.C. E.P. T.W. s GRADE BREAK LINE INDEX CONTOUR LINE INTERMEDIATE CONTOUR LINE ESTIMATED PROPERTY LINE FENCE MSE WALL CONCRETE SURFACE MASONRY WALL WOOD WALL ROCK WALL FINISHED FLOOR FINISHED SURFACE TOP OF GRATE INVERT OF PIPE TOP OF CURB EDGE OF PAVEMENT TOP OF WALL FOUND MONUMENT A SURVEY CONTROL POINT BENCHMARK NOTE: I "I;. 1 1 I I I I l/1 / ----'-..... : I I I I \ i •··.· • 1· .. .. ; ). I I I/ I I I I I I/ / "-/ / I I I \ l ·• t .. · Ir I 11' ; I/; t / I I I I I I I I "-\ I ,: I I \ I 1 : 4. ;: ·.· "';II /;;i{ 1 I I I ;,,, / \ I t'/):} I I I 1 . 'l .. ·· /I;; /:,._ I I I I I I/ // '-'l,jp i<J~ l I 1~~ ,~ I·;,.· I I I ' I I I I I I I I;,,, / t>' • . ! I : \ ~ "":\ : . j I / I I I I. I I I I I I I / I \ I I I l / ~1~ . ·~ 1~• Pi I i;;"";I I I I I I/ / I I I I \ !II l /, .;" ·· .. / / 1/ / / / / / / / I I · · • · I I Al;/ I/;: // I I! I\ ,1: \~·:· / / ..i. / / // / ~~!..._ ___ .feo _____________ :J:.rJ::__ -=c-----= =----~ l \ \ {tt~~-= ------: I I • ti,, • I .,,,,/-I I -1 ir:r:::__ -=---~-· -_ -"":::.....-=--'I,;;.--.::.:::-_::_-~ _ _!!_78"25'00· E ~.:· \ \ \ --.:: --.::...'/,,.~;_=:..-::_---pi-:.:,._-::::...---f,fV .~., 4 •. I I I I I I I -------'/,,;,~ ----------t,'!>'J, -------'l''!:,,'I, ----------{ \ \ \ \ _,.,,.l ,.<,//,-A '!:, / 4 ..•• / i I I ; -----------\ \ \ \ \ r--------....i::. _______ _e___ _ / # I / /j ,{ /. I I 4' LOT '" ~ ... \ \ i_., ./ ./ .,-. ___ ,, ~,,. : V ,t:J•• 'lj / ----'-..... C>" ef,Pp / / / <l .•• I !fl,.. \ • ~,:,, • 1 VERTICAL ELEVATIONS ESTABLISHED PER STREET IMPROVEMENT PLANS. ELEV=257.57 AT INVERT OF SEWER MANHOLE. EASEMENT NOTE: THE PLAT FOR THIS SURVEY VYAS PREPARED WITHOUT A TITLE REPORT. UNPLOTfED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. OJ A 4' WIDE GENERAL UTILITY EASEMENT AS SHOWN ON A MAP OF CITY OF CARLSBAD TRACT 85-35. BOUNDARY NOTE: THE PLAT SHOWN HEREON REPRESENTS A BEST FIT Of THE RECORD BOUNDARY TO THE FOUND MONUMENTS AND LINES OF' OCCUPATION. IT SHALL NOT BE CONSIDERED THE FINAL BOUNDARY. AND A BOUNDARY SURVEY IS RECOMMENDED PRIOR TO DESIGN OR CONSTRUCTION OF IMPROVEMENTS. ~j I --/ ------~t / .. 4 ✓ " .. .· / .·· / .. / H N APPROVED • AVlARA POINT ARCHITECTURAL COMM\l!Ei1. Pl.ANS PREPAREO BY: TOAL i:NGJNEUING, iNC. CIVIL ENGINEERING LAND SURVEYING STORMWATEA QUALITY 139 Avenida Navarro San Clemente. CA 92672 949.492.8586 www. to ale ng in eeri ng .co.m VIKTORP. MEUM P.LS.8682 DATE: b-Jq-f6J2 PREPARED FOR: JAY SEHGAL >-w > 0::: => (/) () -I a.. <( 0::: C) 0 0.. 0 ~ DATE, 7-26-17 SURVEY DAlE: w !;, Cl '~ < w !;, Cl ;,. "' "' z 0 "' > w O'. <( lO -C')z ' 0::: lO Q tO u.. t---(.) ..,.I ~c) t--• . 0 0 <( <( Ill Ill Cl) ~a! 0::: <( c) '-: u.. w o> ~ i5 .(.) i? c5 <( 0) - N~ t--0 0() ..,.I "' ,.... r-- H.SCALE:. . 1/8"=1' V.SCALE: go "'! -'I' -f 15! ~ 2. "' "' --i--=~-"-DWG. NO. i!! 7-23-17 DRN., MSF TP-01 @ ,-. =--s=HE=ET-,--0-F -lj CHO.: APPD.: VM JOB NO. i 1 :i -l-------------------------------------------------------r-------~------,---------:~------r-------;:--------,-------~------r-------.... D A B C 17135 E F G H -----------------~~----- 253. • I /; 252.3 • * 'V I 257.7 I ' I I • I ~ ~ I I '),'> ·" ) I j I 2 3.9 I I I / J , I I I I I I I 11~53 2 I I I I I I If /1 I I! I EXl5TIN6 Jl'iAl..L F6 2b4.0' " ~69.2 I ---1-" 288.0b' ---~::r•F: ==:!.-~-~~,:==========7f -TOP OF RID6E --~-s... -~ --------.,,-- \ \ I I \ \ 269.1 • LO~T POINT AT PERIMETER I ~268.9 I/ I T , < l I r -o.. -----·-·-AH~"°' I I ---------~ ~--+ I F6 269."!' 263.9 I • I I • 264.1 """" 1 ______ 1 ___ _ ______ J I / I I -1----- 1 I I I " " I ◄1 2"!1.09' TOP OF RID<S,E I }!.!-~~ I ~=t==r======~ _j _______ --. 11 1~--- I ' u-1 I .l,._ 268. I / o : 269.1 " " ,i.-l -----.J.r..:1-.. ~:.:;-;~ ,i.-l -----lr-J--~~--1"" 269.1 • "" ct_J I ' i --. -----_. :: I (\ 269.2 TOP OF RID<S,E (Hl6HEST POINT) 269.1 • 269.1 0 I PA/ t 269.07 •268.84 268.64 268.18- 267.81 •. _ 264.0 264.2 ___ ....,. N 78°25'00" E 148.04' _ 26~ ! .,,...-_-_-_--------------+-----2647 -263 : ___ ..,,.._.,.\_,,. ---...... 263.1 _______ ~6=2--2632 ------·7 \ ..... _ -+-\_...,, ______ ..,,..,_,--'Zo_g:,_:... __ -26°fi-=---267.~ ----------~--\ \ \ \ \~.5\~ I \ 268.4 68 t -------+------1~·:_ 't,, i\ \ \268.1 268.0 • HEIGHT ANALYSIS PLAN SCALE, 1/8" = l'-0" MAXIMUM HEl6HT, FINISH 6RADE TO ROOF RID6E, 90' FEET CD ~ RlD6E ELEV., 2"!9.99' <SR.ADI: l:Ll:V., 2b1.SO' TOTAL Hl:l<SHT, 25.es· © RID<SE !:LEV., 2"!LOB' 6RADE ELEV., 261.SO' TOTAL HEl6HT, 26.56' ® RID6E ELl:V., 288.06' <::,RADE ELEV., 261.SO' TOTAL Hl:16HT, :20.56' @ 2"19.99' 264.00' :2'=!.SS' 2"!1.09' 264.00' :2'7.0S" 288.06' 264.00' 24.06' 269."!' :2c::f.4S' 2"11.09' 269."!' :2'7.IS' 288.06' 269."!' :24.16' =-=--- 267.4 ,a,,,mt: 267.0 i 266.83 These drawings/plans and related specifications are in general conformance with local building code requirements as well as the 2016 California· Building Standards Code: 2016 California Building, 2016 California Residential Code, 2016 California Electrical Code, 2016 California Mechanical Code, 2016 California Plumbing Code, 2016 California Energy Code, . 2016 California Fire Code and the 2016 California Green Bu1ld1ng Standards Code. Signed: WILLIAM D. STOFFREGEN -L.AN JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FULLER & ASSOCIATES, INC. Firm Address: 27112 CALLE CABALLERO, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 Q) u ~ Q) '"C -~ rJ'J Q) Q) ~~ ~ cd bO ~ Q) r:/J. z c( ...I 0.. U) -U) > ...I c( z c( 1-:c C, -LIJ :c (!l z z z < ..J a. w a: ,:, 1- <J w 1- :c (.) a: < cd .... s ~ .... ti! ~u ~] ·~ ,D 0 ,$ ~~ cd ! ~ .... cd o -~ ti! > a < .... < 0 O'I N 0 ...:l DRAWN l"I.J.5TOFFRE<S,EN DATE f>/25/::2018 PROJECT NO. SCALE A5 NOTI:D SHEET HA Of I. All >'lorl:. shall c:.omply "'Ith appllc:.able state, c:.ounty and c:.lty ordlnanc:.es and the .2016 edition of the Calll'ornla 6vlldlng standards Code, (C65C) .. 2. Permits The general buildlng and permit plan c:.hec:.k shall be sec:.ured and paid for by the O,,.ner or Agent ac:.tlng on behalf of O>'lne>r. All other permits shall be sec:.ured and paid !'or by the 5111::>G-ontrac:.tor dlrec:.tly respons,lble. S. Named Products Oeslgner mc:,kes no guarantee for prodUG-ts ldentlfle,d by trade nGITl'ie or by manufac:.turer. 4. Scope All trades shGlll furnish al I labor, equipment, materials and performed all "'ork necessar"!j, indicated, reasonably Inferred or required by any G-Ode "'Ith Jurlsdlc:.tlon to c:.omplete their sc:.ope of "'orl:. for a complete and proper finished Job. 5. Lines and Levels The Contrac:.tor shall be responsible for the ac:.c:.urac:.y of the building lines and levels. The Contrac:.tor shall c:.ompare c:.are- fully the linee and levele sho"'n on the alral'ilnge >'llth existing levels for the location and the c:.onstrUG-tton of the "'orl:. and shall .:.all the Arc:.hltec:.t's attention to any dlsc:.repc:,ncles before proc:.eedlng "'Ith the >'lOrk. 6. Cuttttng and Patc:.htng All trades shal.I do their Ol'ln G-Utttng, fitting, patching, etc:.., to make • the eeveral parte c:.ome together properly and fit It to receive or be received by l'IOrk of other tradee. "T. Clean-up All trades shall, at all times, keep the premises free from acc:.umulatlon of l'!aete materials or rubbleh, tools, scaffol- ding, eurplue materials, and leave the Job in a broom .:.lean c:.ondi- tton. EARTHV'IORK I. Scope A. The COntrac:.tor shall take all nec:.eesary meaeures to fully protec:.t adjacent properties. 6. The l'IOrk c:.onslsts of furnishing all labor, equipment, materi- als, and performing all operations necessar"!j for all earth- l'lork. C. All site l'IOrk, grading, cutting, filling, compac:.tion, etc:.., shall c:.onform to recommendations, of the Solis Engineer, pro- provided by the Ol'lner. Any deviations from those recommendations le the eole .-eeponelblllty of the COnt.-ac:.tor. 2. Excavations A. E><c:.avatlons shall be made to the l'lidth, length and depth, required. Finish l'ilth level bottoms. 6. Exc:.avatlone 2-hall be kept f.-ee of etandlng >'later. C. l'tlere excavations are made to depth 6reater than lndlc:.ated, wc:.h additional depth shall be filled l'iith concrete as spec:.1- fled for footings. S. Fill and 6ac:.kflll A. Fill materlal.s shall be free from debris, vegetable matte.- and other foreign substancee. 6. Bac:.kfllllng for trenc:.hee shGIII be compac:.ted to '10 percent density. Unless Noted otherl'llse. C. Bac:.kflll for pipe trenG-hee shall be compacted on both sides of pipe In six tnc:.h layers. 0. All trades ehGIII bac:.kflll ol'ln .trenc:.hes, unless othe.-,,.ise dlrec:.ted. 4 .. 6ene.-al 6radtng and drainage A. See Site Plan !'or more Information 6. Slope all flnleh grades al'lay from building. FENCIN6 I. Scope Furnish and lrn;tall patio fenc:.tng as Indicated, Including gates. 2. Materials See dral'llng for materials. ORNAMENTAL. ANO MISCELLANEOUS METAL I. Sc:.ope Furnish all metal supports, angles, plates, att<:ac:.hmente, bolts, lag bolts, stairs, l'lelding, shop priming and include instal la- tlon ae required to complete l'lork. .2. Materials See dral'llngs for sizes, material, anal attac:.hments. S. v-lork by Othere Comply >'llth the spec:.lflc:.atlons of the "Amertc:.an Y'ieldlng Soc:.let:y". Jlllelds shall be ground smooth, all .l'leld spatter to be removed. CARPENTRY -SEE EN6INEER'S STRUCiURAL NOTE5 INTERIOR l"IOOOV'IORK A. All Joints shall be tight, true, and sec:.urely fasten"'. cornere shall be neatly mitered, butted or c:.ap"' l'llth nalle set, and surl'ac:.es free of tool marks. 6. J/'loodl'lorl:. shall be ac:.curatety scribed to flt adjoining surfac:.es. C. All >'lork shall be mac:.hlned or hand-eanded; sharp edges and splinters removed; completely prepared for finish. 0. Full length c:.ontinuous boards shall be used l'lhere- ever applic:.able or speclficall~ noted. Fitting and Hanging of Ooore A. Latc:.h door shall be accurately cut, t.-immed and Pitted to Its respective frame and hardl'iare l'llth due allol'lanc:.es for f'lnlshes. 6. Clearance at top, lock and hanging stllee shall not exceed 1/8 lnc:.h. Clearance at the bottom shall be adjusted for finish floor covering scheduled, lnc:.lu- dlng c:.arpetlng. c. Loc:.k stile edges shGlll he beveled. D. Doore ehall operate freel\j but not loosel\j, l'lithout stlc:.klng or binding. All harc::l>'lare shall be properly ac::!Justed anc::I !'unctlonlng. CABINETS I. S=pe Furnish anc::I install all c:.abinet "'ork complete, inc:.ludlng c:.ablnet tops and splashes. :2. Standards All cabinets shall meet the requirements of' Southern California Association of Cabinet Manufacturers', Mec::llum 6rade. · S. Materials and Design A. Kltc:.hen 4 Bar, Lip; stain finish. 6. Baths; Lip; C. Linen; L.lp; O. Servlc:.e; LIP; painted. E. Verify all above l'llth o>'lner. 4. l"lc:>rkmanshlp A. All Joints shall be tight, true, and sec:.urely fastened. comers shall be mlte.-ed, butted, or coped, nails set and surfaces free of tool marks. 6. Use concealed fastenlnge l'lhere possible. C. All c:.abinet l'lork echeduled for paint or stain finish shall be smoothly dressed and sanded. 0. lns,tall all l'iork level, plumb and true. Sc:.rlbe members ac:.c:.vrately ln place to flt adjoining surfac:.es. E. Cabinets sc:.heduled for paint flnlshee shall be primed and bac:.k painted prior to construc:.tion. F. Plyl'lood and particle board shall be edge banded on all all exposed edges. 5. Counter Tope -See 'INTERIOR ELEVATIONS' eheet. 5HEET METAL I. Scope Furnish and Install sheet metal "'ork c:.omplete, lnc:.ludlng flashing, gravel stops, scuppers and mlsc:.ellaneous vents. 2. Materlale A. Sheet metal anc::I flashing may be aluminum and galvanlzec::I Iron or eteel. 6. Minimum thlc:.knesses, Of aluminum and galvanized Iron ASTM Al5S or steel sheet metal for various uses shall be, Use Aluminum 6alvanlzed Iron or Steel cS<auge (inches) 125 oz c:.oatlng 1.50 oz coating Flashing, expoeed .01'1 26 28 Flashing, Concealed .01'1 26 28 Flashing, Head .01'1 .26 .28 Flashing, Valley .01'1 min. 26 min. 26 min. 6utters .01'1 26 28 Ool'lnspouts .01'1 26 :W 6raveletops 4 Fasc:.la .01'1 26 28 Scuppers . .OS2 24 26 Rec:.essed sump .OS2 .24 26 Flashing to be ln ac:.cordar,c:.e Y'llth sec:.tlons 1508 $ 150'1 of the c:.l::>G- c. Flashing and sheet metal thic:.knesses shall be a,; <:appropriate !'or the specific:. c:.ondltion In ac:.cordance "'Ith the recommen- dations of the "ArG-hltectural Sheet Metal Manual" but ln no c:.aee less than the llsteal minimum&. 0. Solder and flux, 50 .percent lead, 50 perc:.ent tin, etandard brand solder. Flux shall be ra"' muriatic:. ac:.ld. E. Fasteners, Aluminum galvanized sc:.rel'ls and other fasteners for use l'llth base metal used for steel metal anc::I flashing. 5. Flaehing A. E><terlor openings (doors, l'llndol'ls, etcJ, Flash top, bottom, and sides l'lith sheet metal or l'iaterproo!' Kraft p<:iper. Each top, sides and bottom, shGIII be one full-length piece. 6. All roof pe.netratlons shGIII be flashed. S. l'lorkmanshlp A. l'lork shall be accurately fabricated to detail and fitted to Job condition,;. 6. Mold and brake-fo.-med members shall be finished true and ,;tralght l'llth sharp l!nes and angles. C. l..ock seame flat and true to line, 1/.2 lnc:.h >'lide, s>'leatecl full >'lith eolder. D. Sheet metal l'IOrk shall be designed to p.-ovlde complete !'leather tight and >'laterproo!' c:.onnectlons. E. All galvanized metal shall be shop primed l'llth one .:.oat of zinc dust- zinc oxide primer over all surfac:.es. 4. Attic Vents A. See Roof Plan for type and s. Material, galvanized steel c.. Screening, See roof' plan location. KITCHEN EGUIPMENT I. Scope Furnish and install l:.ltc:.hen equipment complete and operable. 2. Equipment -SELECTED 6Y QjlljNER PLUMBIN6 Scope Furnish and ins,tall plumbing l'IOrk c:.omplete and operable, including trenching and bac:.k !'ii ling. o,,.ner to selec:.t all finish fixtures 4 provide speclf'lcatlons to Contrac:.tor 2. Calculations and Oral'llngs Contractor to supply and to submit to the 6ulldln9 Department load calc:.ul.ation anc::J dral'linge for approval prior to commencin9 l'IOrk. S. Materials A. Soll, l'iaete and vent piping, AG-r"!jlonltlle-6vtadlene-Styrene (ABS) D266I--68 l'ilth ABS solvent c:.emented. 6. Vltrlflec::I .:.lay pipe, First grade, ealt glazed; c:.onform l'llth ASTM CIS. C. Clean outs, Ac:.om or approved equal. o. Domestic l'!ater piping, Type K c:.opper tubing, PEX or CP'-IC. E. 6as piping, Schedule 40 blac:.k steel; banc::led blac:.k malleable Iron screl'!ed f'ltttngs. F. Dielec:.trlc:. leolatore, Epc:.a Type FX, FB or 6X dielectric:.. <S. Valves, stops, cloc:.ks, Chlc:.ago or approved equal. H. Log lighters, Electric / remote c:.ontrolled I. Fixtures and fittings, As selected. J. All exterior hose blbbe require a non-removable anti-syphon devic:.e. 4. Air Chambers · A. Provide at lavatory l'later c:.onnectione. Set vertlc:.ally as close to fixture as possible. Individual c:.hambers 18 Inches long, one pipe size larger than branc:.h to fixture. 6. At eac:.h end ol' headers, air chambers ehall be S6 lnchee long, one pipe size larger than heac::ler. 5. Fire Rated l'!alls A. Plumbing, No plastic:. l'!aste or vent pipes permitted l'llthin l'lre rated >'lalle. 6. Electrlc:.al, Metal outlet boxes required. 6. Roof drain Piping Cast Iron or plastic:. piping required l'lhen c:.oncealed "'!thin struc:.ure. 1. Installation A. Roughlng-ln shall be complete, tested and approved before .:.losing-in l'lith other l'IOrk. 6. Openings In pipes, drains, and fittings shGIII be kept c:.overed during G-Onetruc:.tlon. C. Provide solid bac:.klng for securing fixtures. D. Provide .:.lean outs at ends of all lines and >'lhere required by .:.odes. E. Slope gas piping not less than I inch in 15 feet. F. Copper tubing shall be fully Sl'leated to fittings. 6. Blac:.k iron and galvanized steel pipe Jolnte shGlll be made l'llth approved pipe thr-ead c:.ompound. H. Provide shut-or!' valves at each flxtvre. I. Provide c:.ondensate line at each F .A.U. location. J. Provide .:.old ~>'later line to refrlge.-ator spac:.e. K. Isolate all piping from structure l'llth fiber padding and at all penetrations l'llth elastic:. c:.aulklng. HEATINcS< AND AIR CONDITIONIN6 I. Scope 2. Furnleh and install heating and air conditioning syetem, complete and operable. 2. Standards A. Design temperatures. (I) j/ljinter, "TO degreee ineide for SO degreee outside . (2) Summer, 15 degrees Inside for '15 degrees outside. 6. Oeelgn system to operate ac:.cordlng to beet practlc:.es of the trade and c:.onform to all loc:.a I governing agenc:.les. C. Mechan!c:.al c:.ontrac:.tor shall provide F.A.U. eqvipment l'iith a summer Sl'lltc:.h and separate tnsvlated duc:.t to outside air supply. S. calculations and Oral'lings Contractor to supply and to submit to the 6vlldlng Oepartment load c:.alculation and dral'lings for approval prior to commenc:.lng l'lork. 4. Installation All equipment lnetallation ae per manufacturer's epec:.lflc:.atlone. 5. Coml:i\lstlon Air combustion air taken from outside; Provide I square inc:.h for each 1,000 6.T.U.',;, 50 percent at celling and 50 perc:.ent at floor. Provide duc:.t l'IOrk as required. 6. Egulpment As selected by Builder. 1. Dryer Vent1; 4 Inch diameter mlntmum l'llth l'!eather c:.ap at exterior. Maximum run 14 feet l'lith not more than 2 ninety degree tums. 8. Forc:.ed Air Unit A. Enclosurer, Minimum size 12 tnc:.he,; l'llder and Ion9er than F.A.U. (S" minimum at sides and bac:.k. 6" minimum at from to c:.oml:i\lst air Intake). 6. Combustion Air, I sq. lnc:.h per 1,000 BTU's per hour of' fuel Input >'llth 100 sq. lnc:.hes minimum, 502 >'llthln 12 Inches of c:.eiHng and 50% l'lithin 12 inc:.hes of floor. 2 sq. inch per 1000 BTU (200 sq. lnc:.h minimum) ls required Into c:.ompartment. C. Combustion Air from Attic:., .26 gauge galvanized steel sleeve (not sc:.reened) extending 6 inches above Joists. Separate ducts for high and lol'I supply. Separate duc:.ts !'or upper and lol'ler c:.ombustlon air supply openings. D. Clrc:.ulatlon Air Supply (Return Alr), .2 sq. Inches per 1,000 6TU's per hour of fuel Input. 'I. J/llater-Heater A. COmbuetlon Air, I sq. lnc:.h per 1,000 6TU's per hour of fuel input l'lith 100 sq. ln. minimum, 50% l'llthln 12 Inches of c:.elllng and 50% l'lithln 12 Inches of floor. 6. Provide non-rigid >'later-c:.onnectlon str<:ip for lateral support of l'later heater C. !"later heater Pll t valve to dlSG-harge to exterior or provide automatic:. ehut-off. D. Size as per plan notes and or energy forms. ELECTRICAL I. Scope Furnish and lnetall electrlc:.al l'lork c:.omplete and operable. .2. Standards A. Electrical service, Underground. 6. l"lork and equipment shal I be In ac:.cordance l'llth the beet prac:.tlc:.es of the trade and c:.onform to all loc:.al govemlng a9enclee. C. Materials and equipment shGIII be U.L. approved. S. Calc:.ulations and Oral'lings Contrac:.tor to supply and to submit to the Building Department loac::I c:.alc:.ulatlons and c::Ir=lnge for approval prior to c:.ommenc:.lng l'lork. 4. Colors and Design A. 51'1ltch plates, covers, etc., As selec:.ted. 6. Fixture&; As selected. 5. Materials A. 51'11tc:.hes, Silent t:ipe. 6. Interior outlets, OUplex type. C. Exterior outlets, Single l'leatherproof type. 0. outlets and pull boxes, 6alvanlzed or sherardlzed. E. Panel boxes, Clrc:.ult breaker type, recessed flush mounted, galvanized and prime co aged l'llth latch. Provide type>'lrltten card ldenttfytng circuits. F. Conduit, .:.able l'llre, Per .:.ode. 6. Installation A. Provide separate c:.lrc:.ults eac:.h for dlshl'lasher, garbage disposer, refrigerator, l'!asher, dryer, and F A.lJ. 6. 5>'litc:.hed outlets shall be 1/2 hot. C. Bathroom exhauet fans, Yi'lere permitted by G-Ode s"'ltc:.h fans separate from llght. D. Install sl'lltc:.hes 42 lnc:.hes above floor. E. Electrical outlets ehall be spac:.ed at 12'-0" max. along l'IG!lls, lnc:.luding slldlng doors and glass l'ial Is and at l'lall spac:.ee 2'--0" or more l'llde. F. Light fixtures Installed In clothee closets shall c:.ompl!:j l'llth NEC Art. 410-8. "T. Meter Locations As sho>'ln on dra>'llngs. 8. Fire J/llarnlng ~tems See electrical notes on electrical plan. 'I. Bath Exhaust Fans See electrical notes on electrical plan. 0, -0 "' ,,; w w z !.: :::, -, C, 0:: w 0:: cE w 0:: 0. ~ ~ DRAI\N DATE (l) u ~ (l) "O ·~ 00 (l) ~ ,-.,J ro bl) ~ 0) 00 d . ~ ~ ~ Cl z z z < ...I 0. w 0:: ::, ... 0 w ,_ :c '-' 0:: < cd ,,..; s ~ ,,..; ~ u ~ 'O cd ,D tll -~ u ro ~~ ~ ·i:: C\l 0 -~ cd > ~ .... < > <I; 0 O'I N +-' 0 ~ Y'<.J.ST0f'f'RE5EN 2/2/201"1 PROJECT NO. SCALE A5 NOTED SHEET GN1 OF INSULATION I. Scope Fvmlsh and Install thermal and sovnd lnsvlatlon complete. 2. Materials A. · Thermal lnsvlatlon -Rel'er to energ!:j calcvlatlons · and f'orms. (I) Celling areas, Minimum R-1"1 @ rai'ter Joists Mlnimvm R-So @ attics (2) l=xterlor y,,ialls, Mlnlmvm R-IS @ 2x4 Y'olalls R-1<=! @ 2x6 Y'olalle (S) Floor Jolsts/sol'i'Tts exposed to exterior mln!mvm R-1"1 S. Installation A. Thermal insvlatlon, (I) Install l::>atts l::>et ... een Joists, ot all ce111n9 areas exposed to rool' or attic areas (lnclud!ng an!:I vertical l'lall areas separating living spaces Prom attics betl'leen c.elllngs and roof) and betl'leen stvds at all exterior Y'lalls. 6atts shall be sec.urel!:J installed and tlghtl!:J f'ltted. S. Sound lnsulatron, (I) Install batts bety.ieen stvds, securel!:j and tightl!:j Pitted at all part!:l Y'lalls as deta11ed. All openings In part!:! Y'lalls such as medicine cabinets, electric.al or phone out- lets, etc., shall have minimum 2 la!:jers or batts lapping opening at least 14 inc.hes. (2) Interior plumbing Y'lalls and Joist spaces, Install l'lberglass batts betl'leen studs and Jolsts y.ihere plumbing occurs. Isolate all piping f'rom structure Y'llth l'lber padding and at all penetrations Y'llth elastic c.aulklng Plumbing l'lork shall be secured In place Y'lith metal straps @ 4e," on center (maximum) CSSC 2016 (S,eneral Thermal and acoustic.al insulation located on or Y'llthln f'loor c.ellfng and rooi' celling c;,ssemblies, c.ral'II spaces, Y'lalls, partitions and Insulation on pipes and tubing shall c.ompl!:J Y'llth this section. Duct lnsvlatlon and rnsulatlon y,,iJth plenvms shall c.oni'orm to the requirements ol' the Unii'oro Mec.hanrc.al Code. EXCEPTION Roof' lnsulatlon shall c.ompl!:j Y'llth CSSC 2016 (b) Insulation and Covering on Pipe, and Tubing. Insulation and covering on prpe and tubing shall have a !'lame-spread rating not to exceed 15 and a smoke densft!:j not to exceed 450 Y'lhen tested. ~ CSSC 2010 EXCEPTION Foam plastic insulation shall c.ompl!:j Y'lith CSSC 2016 (c.) Insulation All lnsv1atlon materials 1nc.lud1n9 i'ac.lngs, such as vapor barriers or breather papers Installed Y'lithin-in l'loor-c.eillng assemblles, rooi'-c.elllng assemblies, y,,ic;,lls, c.ral'II spaces or attics shall have a Plame-spread rating not to exc.ee,d 25 and a smoke denslt!:j not to exceed 450 Y'lhen tested In accordance ll'llth cssc 2016 EXCEPTION. I. Foam plastic lnsulatlcn shall c.ompl!:j ll'lith CSSC 2016 2. Jl'lhen such materials are Installed In concealed spaces oi' Types Ill, IV, and V construction, the rlame-spread and smoke-developed limitations do not appl!:j to l'acinge, provided that the facing Js. Installed behind and In substantial contact Y'llth the unexposed eurfac.e or the ceiling or ll'lall l'inish. CONTRACTOR/EN<SINEER/ O~NEI<. SHAU. SI.SN AND POST ON THE STFi1.UC,TURE AN IN;iULATION CERTIFICATION Pl<.101<. TO THE FINISH INSPECTION. THE IN;il.lLATIONS CERTIFICATE SHALL MEET STATE OF CALIFORNIA STANDAl<.DS AS SHO~ IN THE DESI.SN MANUAL. SKYLl<SHT I. Sc.ope FURNISH AND INSTALL SKYLICS.HT AS INDICATED. 2. S~light VELUX' OR 'SRISTOLITE curb-mounted -SEE PLAN FOR SFECIFIC INFORMATION S. CS.lazing SEE ROOF PLAN J'IIEATHERSTRIPPINCS. .AND THRESHOLDS I. Sc.ope Furnish all 11'1eatherstrlppln9 and thresholds complete as indicated. 2. Materials A. All Exterior doors and Y'llndoll'IS to be y.ieatheretripped per ANSI Std. AIS4.I-AIS4.2 6. Exterior doors ehall be c.ompletel:1 y,,ieather stripped ll'llth Pem.ko No. SOSAV, dark bronze Pinish -VERIFY. C. Threehholde -Peml<.o No. 145A ll'llth c.onc.ec;,led hook and drain pan, dark bronze f'lnlsh -VERIFY. CS.ARA,:S,E DOOR OPENER I. Sc.ope Furnish and install garage door opener complete, including tl'lo transmlttere. 2. Opener 6arage door.opener shall be radio controlled and sized as required for doors Indicated. "CS.enle" b!:j the Alliance Manul'acturlng Compan!:I, Inc., or approved equal. Opener ehall be el'litc.hed ae. ehol'ln and y.itth an automatic. light and motion sensor. VERIFY l"!ITH Ol"!NER FINISH HAl<.D~RE I. Scope Furnish all finish hard,,.are complete. Each unit shall be ke!,jE>d ,;eparatel!:j. Jl'IOOD DOOl<.5 I. Scope Furnl,;h and deliver ""ood door,; complete a,; scheduled. FlnJ,;h hc;,rd,,.are, Installation and pa1ntln9 ,;peclfled el,;e,,.here. 2. ~od Door,; A. Exterior door,;, I-S/4 inc.hee thick solld core, paint 9rade, hard,,.ood veneer. e. lnt.,rlor doore, 1-9/4 Inches thick hallo"" cor.,, paint ~,,.-ode, hardboard. C. Slidln9 ""ardrobe doore, 1-s;e, inches thick hol\o"" core, paint grade, hardboard, including track and guide,;. D. <Sarage Door, Roll-up -o .. ner ,;elect. as Tndic.ated; Include overhead hard,,.are, ,;!Ide bolt and !!Pt handle E. <Sarage/house door-,;ee plc;,ne 0001<.5 AND ~INDOl"IS I. Scope Furnish and install all door-s and ll'lindo..i,; complete a,; scheduled. 2. Materiale and ~rkmanehlp A. Vln!,jl sliding doors, C.ompl!:j ""Ith AAMA Spec. No. S<SD-42, complete .. 1th alumlnum ~reen; bronze finish. 6. Vin!,jl sliding ""indo,,.s, Compl!:j ll'lith AAMA Spec. No. HS-61 complete l'lith aluminum ,;creen; bronze ftntsh. C. Vin!:jl fixed saeh, Match slidin9 ""lndo,,.e. D. ~od i"llndo!'le, S. Stzee ;,.s indicated on the dra,,.1ngs. SLIDIN<S ~INDOl"IS AND DOOl<.5 SHALL MEET INFILTRATION STANDARDS OF 1c;;2 AMERICAN NATIONAL STANDARD INSTITUTE (ANSI). A 154.1 TO 164.4. ~HEN TESTED IN ACCORDANCE ~!TH ASTVII E 200-ec;. <SLASS AND <SLAZIN<S I. Sc.ope Furnt,;h and Install c;:,11 glass c;,nd glaz1n9 complete, Including mirrors, tub and sho,,.er enclosures. 2. Standards Flatglass Installation per-<SANA "<Slazlng Manual" and PEI<. 2016 C6C. Dre,,,. lines in eheet glaee to be horizontal. <Sloes to be cut ""Ith proper c;,lloll'lance for expansion. S. Materials A. ~indoll'le, Single etrength "6" or better. (I) bath ""Tndo,,.s, Obscvre. (eee plans) 6. <Sloss In hazc;,rdous areas, Tempered glaes. c. Doors, Tempered 9laes. I?. Mlrrore, 1/4 Inch pollshed plate. E. Tub and sho,,.er enclosures, Approved ,;hatter-proof. F. Cavlklng compound, c&vn applled non-hardening. EXTEl<.101<. PLASTEF<. (STUCCO) A. ~lls, S coat application over 1-1/4 Inches galvanized .. ire mesh, 15 pound felt and ,,.,,-e backing or K-lc;,th. 6. ~ter table, <S.I; bc;,,;e screed at foundation ae detailed. C. Flnieh coat, integral color stucco, fac.tor\:I prepared mineral pigments color to be selected. D. Mete;,! lath, To compl!:j ..ilth 2016 C65C E. Finish, Float textur-e. F. Plastered eurfac.es on .. alls, ceillng and rool' soffits exposed to the !'lec;,ther shall have exterior lath and plaeter conforming to section 2506 4 .:250e, uec. respecttvel!:j, unless exempted by (A-24). Exterior plaster re!nl'orced per (4106-c) ma!:j be applied over <SYF. lath on ceillnge and roof eoffits 2506.S. I. Scope Furnish and Install all g!:jpeum-,,.allboard il'lork complete. 2. Stc;,ndc;,rds A. 6:lpsum Association <SA 216-ier (Re.commended specification for-Application for the Application and finishing of g!:jpsum beard). S. All Y'lork ehall c.ompl\:I Y'lith 2010 CSC S. Materials A. ,S.!,jpsum l'lallboard t!:jpe and thlc.knesees, (1) All lnterlor .. alle, 1/2 Inch regulc;,r, s;e, Inch T!:jpe "X" as noted. (2) Ceilin9, 1/2 inch r"'9ular floor ceilin9, typical. S; Metal corner bead, casing and trim (galvanized); (I) 1/4 Round trim at exposed edges as detailed. (2) Corner bead at external corners. C. Tape and compound, As recommended by g~sum manufacturer. D. Nailing, Per code and spec.la! nailing c;,s Indicated. 4. l"!orkmanship A. All joints in finished surfaces shall be taped and Plntehed ll'llth Joint cement. Reinforce all comers. S. Provide metal trim at all exposed edges and externa.1 corners. C. Trim shall be t19ht to Y'lallboard edges, plumb, level, and truh:i to open, sec.urel!,J attached. D. Conceal exposed nail or sere"" head Y'llth Joint compound. E. Nails shall be annular ring (<SV'<S-54) conforming to ASTM cseo-5eT. The Contractor at hts option ma':l use Y'lallboard sere"' In lieu of nails. F. Protect all exposed y,,iood. beams, posts, etc. 5. Finishes A. Jl'lalls, Medium 1'09 texture. All rooms Celllngs, HARD TILE I. Sc.ope Furnish and lnstal I tile complete as Indicated. 2. Mater ta Is A. Entr!:l tile, Mater-Tai, size and color as scheduled. S. Ceramic tile, glazed ceramic tile, color as. S. Installation A. Tile shall be set on mortar bc;,ee as Indicated. CS.rout color as scheduled. See Arch'! dete. for lnstallat1on detail s. Ceramic tile all tub and shoy.ier compartments over 2 c.oate Portalnd Cement Pla,;ter, felt and ,,.,re-reinforced, 6 Peet minimum above Ploor. PAINTIN,S. AND FINISHIN<S I. Scope Furnish all labor and materials to complete painting and finishing Y'lork tnc.lud1n9 preparation of' surfaces other than those that are factor!:! primed. Signed: 2. Materlc;,ls A. Submit list of materials and manufacturer for approval. e. All materlc;,ls shc;:,11 be delivered to the stte In sealed original manufacturer's container,;. C. Pc;,int, Dunn -Edl"!arde or eqval. D. Stain, Dunn -Edil'lards or equal. S. Colors As Scheduled. 4. Preparation of svrfac.es A. Svrrac.,e, ehc,11 1::,., clean, dr!j and In e-vltal::>i"' condition for finish epec.ii'led. Remove all oil, grease, bond 1::>real-ln9 agente, dust, mill scale, and eff'loreec.enc.e. 6. Crac.ke, holes, and knote, ehall be ftlled, sanded smooth, and sealed. l"!ood surfaces, except re-sa .. n Y'IOOd, shall be sand perf'ec.tl!:l smooth. Sanding dust shall be c.ompletel!:l remove,d C. Hardl'lc;,re shall be masked or removed prior to painting. D. Trim and other finish Y'lork ehall be bac.kpatnted prior to lnstal lotion. 5. l"!orkmansh ip A. Each coat shall be unlforml!,j applied, Y'lell brushed out and free oi' brush marke, rune, sags, or eklps. 6. Paint l'lnishes shall be cut sharpl!:j to line. Protect adjacent surfaces. C. Mix and appl~ paint and stains tn ac.c.ordanc.e ... 1th the manuf'ac.t1.1rer s Instructions. 6. Exterior Pc;,lnting and Staining A. l=xterlor Y'IOOd, stain and seal, 2 c.oc;,ts. S. Exterior JA1ood fences, gates, etc., 2 coats stc;,tn. C. Exposed metal, including vent pipee, exhauet vents, grills, etc.., c.o lor shall match adjacent surface, 2 coats exterior paint over primer. i. Interior Painting and Finishing A. Cellings and l"lalls, (I) Kite.hen, bathroome, Sealer c;,nd one coat satin-gloss enamel. (2) All other rooms, Sealer and one coat flat paint. S. l"!ardrobes, c.l<:>sets (except shelvln9J, Finish as spec.if'led for adjoining room. . C. l"!ood trim, ""IndoY'ls, doors, l'rames, Y'IOod base, shell' cleats, One coat .primer, one coat satin-gloss enamel. D. Hardy.iood cabinets (exterior and interior), Tl"lo coats spra!:l lac.qver eealer-staln. E. Paint grade cabinets (exterior c;,nd interior), Sealer and one coat satin-gloss enamel. F. l"!ood hand-railings, 2 c.oate se,aler-etatn. CS.. Metal surfaces, Palnt same as adjacent surl'ac.e. BUILDER'S SFECIAL TIES I. Sc.ope Furnish and install 6uilder's specialties complete and operable. 2. · Bathroom and Toilet Accessories s. 4. 5. 6. Rollpaper holder-, tJA10 toy,,iel bars and medicine cabinet In each bath. Selection b!:j oy.iner. $ 500.00 AlloY'lable p/bath Mall Soxee As selected. A'?PROVED Metal Flreplc;,c.es • As noted on plans. AVIARA- Shol'ler Receptors POINT ARCHITECTURAL coMMITTEe ShoJA1er Enclosure JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FULLER & ASSOCIATES, INC. Firm Address: 27112 CALLE CABALLERO, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 (I) ~ I" <( " DRAWN DATE (]) Q ~ (]) '"O -~ 00 (]) ~ ~ ro b/j ~ (]) 00 E ·~ ~ ~ C!l z z z <( ..J C. w a: ::, ... 0 w ... ::i: 0 a: <( ~ ,,... s ~ . ,..; -~ u ~ 'Cl ~ ~ -~ u ~ ro ~ ~ .... ro o ·~ ~ > ~ ..... < ~ 0 O'I N 0 ~ "1.J.$TOFFRE61::N 2/2/201"1 PROJECT NO. 11-651 SCALE A$ NOTED SHEET GN2 OF 540P SERIES The 540P Series integrates a recirculation pump to provfde Instant hot water in residential app!ications with dedicated recirculation lines. The pump is easily controlled with a simple user interface and multiple pump .sefiings allow you to customize pump operation to meet your needs while maximizing heater efficiency. Indoor models hove on integrated temperature and pump controller and outdoor models include a remote control as a stanc;lord feature. Specifications • Gas Consumption Input Inlet Ga,;: Pressure,:;; ·Moclel Numherv Type Minimum Moximum Minimum Mnxin:,um UEF ~, !BTU/HJ (BTU/HJ (jn W.C.J i;n. W.c.J , Naturol 15,000 199;000 0 4.0 10.5 10.5 0.93 0.95 , M ·m H t'C ld G Clearame& \in.) Appmx Model Number• a:ic, urn ° ' ~ as. Shipping GPM Connections Connection d w · h (lb I • Top Bott0m Si e Er0nt etg t s , I I TK·540P•NEH 10 3/4" NPT 3/4" NPT 36 12 3 24 70 *For prop□ne models, chonga "N" to 'P" .,,.For propane models, minimum li1e is 13,000 8TU/H, minimum inlet gos pr,issurg i,; 8.0 1n. W.C. and mo>:fmum lnlet·gos pressure Js 14.0 in. W.C. Specifications / Bllil! In / without remote l 20°F (defalJ!tj l 40QF -::. Witll 100276687 remote [max. dislance 400' from heater, non-polarized 20 gavge wiring.) 1 OOQF to l 40QF with 5°F intervals j9 options), l 20°F Default Factory Selling l _l.09W/l.34A 5W/0.1A 192W/l.6A I0perationl . [Sta11dbyj IFreeze-frotectlcn) ANSI Z21. l 0.3 • CSA 4.3 Easy·Link with up to 3 other T·H3 heaters Warranty Indoor and Outdoor Installation Options Power Vent or Power Direct Vent Design Ultra-Low NOx Emissions • 15-year limited warranty·on heat exchanger in residentio! apphcalions. Integrated recirculation pump Flow Rote up to l O GPM 0 Values based on factory testing. 0.4 GPM required for cont1riuous fire after initial ignition Water Pressure: ! 5· 150 psi 0 Pressure Only Relief Valve Requires (Min 199,000 btu/h, 150 psi!. • 40 psi or above recommended for max. How Dimensions =R~M.r(lll"""I =-4-71'1'''11>,.,.,,j <' ,s,,,, ' I TAN KLESS I .UOW.C!'f?7mml ""5=4'IW7..,,,\ =-"""' 7· lB!lm WATER -~-·----------- " 5-year limited warraniy on heat exchanger in commercial applicalions. • 5yeor warranty on all parts. e Refer to takagi.com for farther warranty details .. , ...... I l1' :.!lmm .., .. ,.,, .... , ~ .... ~-'" '""' R"!';fi/L'M,"""' "'" .... 1~·11••-· , enµ, ,;.y4• 11" mm) ':,,~'#CS-1/p(pl-tnm) '"""'""""''"'" "" ).)fr,'C,'"""") HEATER SPECS. 38 Ccityof Carlsbad WASTE MANAGEMENT PLAN B-59 Development Services Building Division 1635 Faraday Avenue 760-602•2719 www.carlsbadca.gov Owner: JAY SEHGAL Contractor: JAY SEHGAL JobAdd,ess,._7_1_2_9_A_V_I_A_R_A_D_R_I_V_E __ Phone Ncmbe<e._9_4_9_-_3_9_4_-_4_7_7_7 ______ _ Permit#: _____________ _ Estimated Coi;t of Project: $ ____________ _ Type of Project: fgjNewConstruction □Remodel orT.L 18)Residential □commercial □Demolition (check all thatapply) D other----------------------------- Non-hazardous construction waste generated during the course of this project shall be recycled and/or salvaged for re-use at a minimum of 65% per CALGreen Sec. 5.408.1. Failure to comply may result in a penalty fee up to $1,000. For projects which consist of mainly equlpment and/or racking, that have a combined wetght of new construction disposal that does not exceed 2 !bs per square foot of building area affected by this permit, may be deemed to meet the 65% minimum requirement upon approval of Building Department. ALTERNATIVE FORMS OF COMPLIANCE: (If selected, do not complete Tables 1 & 2 below} D Construction waste shall not exceed 2 lbs. per sf. of area. All receipts shall be provided to the Building Official prior to final. {This option not appl!cable for most construction projects.) -Square feet of construction a_rea · X 2 lbs. = _______ lbs. of allowable waste. gi I plan on using a WASTE MANAGEMENT roU-off bin. AH receipts shall be provided to the Building Official prior to final. Table 1-Estimated waste (To be filled out prior to permit issuance. refer to example on Page 2.) MATERIALS lbs. of waste to be taken to lbs, of waste to be lANDFJLL RE-USED or RECYCLED Waste Hauling Company or Re-USe Method Asphalt / Concrete Brick/ Masonry · . cardboard Drywall Landscape Debris Lumber/ Wciod Metals Mixed Waste Other:: TOTAL IDS: Estimated Percentage to be Re-Used or Recycled ______ % I certify that the information provided herein, to the best of my knowledge, is true and correct JAY SEHGAL Contract()r or Owner (print name) \,..,..,, -.. Contractor or Owner (signature) Date Official Use Only D Plan Approved D Ptan Denied D Project Vafuation Approved Reviewed/ Approved by: _______________ _ Page 1of2 REV.01-2017 Table 2 -Actual Waste (To be completed after construction,) MATERIALS lbs. of waste taken to LANDFILL lbs. of waste Waste Hauling Company or Re-Use Method RE-USED or RECYCLED (comp(ete only if different than Table 1) Asphalt I Concrete Brick/ Masonry Cardboard Drywall . Landscape Debris Lumber/ Wood Metals Mixed Waste Trash/ Garbaae TOTAL lbs.: Actual Percentage Re-Used or Recycled _____ % Official Use Only D 65% Goal Achieved 065% Goal Nol Achieved □Alternative Compliance Achieved Penalty Paid $ Reviewed / Approved by: EXAMPLE: Use the following example as a guide to completing this form. MATERIALS lbs. of waste to be taken tc lbs. of waste to be LANDFILL RE-USED or RECYCLED Asphalt/ Concrete 0 3000 Brick / Masonry 100 950 Cardboard 0 150 Drywall 0 50 Landscape Debris 0 120 Lumber/ Wood 500 0 Metals 300 200 Mixed Waste 1500 0 Trash/ Garbage 300 0 Other: Pool Gunite 0 onn TOTAL lbs.: 2700 5,370 Percentage to be Re-Used or Recycled 67 % Formula: Total Re-used or Recycled X 100 = % Re-Used or Recycled (Total Combined Waste) Waste Hauling Company or Re-Use Method l!.R/" 1-1<>, ,ljnr, /"n WM / Re-Used Brick On-site l!.R/" u-ulino /"n ABC Haulina Co. ~fl,,1-ho,./ R, D=.p~o,./ ()n_~:.~ Waste Manaaement WM / ABC Hauling WM . WM Used as Crushed Base On-site 5370 X 100 = 67% Re-Used or Recycled (2700 + 5370) Since 67% exceeds the minimum requirement of 65%, this plan complies. Page 2 of 2 CITY WASTE MANAGEMENT PLAN These drawings / plans and related speclficotlons are in general conformance with local building code requir~ents -as well as the 2016 California Building Standards Code: 2016 California Building Code. 2016 California ReSidential Code, 2016 California Electrical Code, 2016 California Mechanical Code, 2016 California Plumbing Code. 2016 California Energy Code, 2016 California Fire Code~ 2016 California Green Building Standards Code. Signed: W~ ,0. ~ WILLIAM D. STOFFREGEN -~ PARER Firm Name: Firm Address: Stoffregen-Fuller & Associates 27112 Coile Caballero, Unit B San Juj::m Capistrano, CA 92675 949-493-0660 06/05/2019 DATE 0 u ~ 0 ~ -~ VJ a) (l) ~ ~ ~ ro on ~ 0 r/1 'S -~ 0 ~ C\l a -~ > ~ z C) z z z <( __J 0... w 0::: ~ u w I- I u 0::: <( ro .,.., s ~ . ,... ca u ~ ] ,D rJ) -~ u ~ (l) ,> .,.., .... 0 ro ~ .,.., ,> <r: 0 0\ N 0 ~ <( (/) _J w Q__ f- 0 ~ z 2 0:::: (.'.) w 2 f- w <( f-w (I) I <( 0:::: sw f->-<( f-s u DRAWN W.J.STOFFREGEN DATE 2 2 2019 PROJECT NO, 17-651 SCAL£ AS NOTED SHEET GN3 OF ·ccityof Carlsbad RESIDENTIAL GREEN BUILDING CODE STANDARDS MANDATORY MEASURES CERTIFICATION C HECKLIST , Develop.ment Services Building Divis.ion 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov B-51 Site Development Mandatorv 4.1 06.2 A plan is developed and implemented to manage storm water drainage during construction. (X) 4.106.3 The site shall be planned and developed to keep surface water away from buildings. (X) Construction plans shall indicate how site grading or a drainage system will manage all surface water flows. Energy Efficiency 4-201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by (X) the California Energy Standards. · Water Efficiency and Conservation . In.door W ater Use · 4.303.1 Indoor water use shall be reduced by at least 20 percent using one of the following methods: (X) 1. Water saving fixtures or flow restrictors shall be used. 7/01/2011 2. A 20 percent reduction in baseline water use shall be demonstrated. 4.303.2 When using the calculation method specified in Section 4.303.1, multiple showerheads shall not (X) exceed maximum flow rates. 7/01/2011 4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and shower heads) shall (X) comply with specified performance requirements. 7/01/2011 Outdo.or Water Use 4 .304.1 Automatic irrigation systems controllers installed at the time of final inspection shall be weather-(X) based. E nhanced Durability and Reduced M"'intenance 4.406.1 Joints and openings. Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls sha ll be protected against the passage of rodents by closing such openings (X } with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. Construction Waste Management Plan 4.408-1 A minimum of 65 percent of the construction waste generated at the site is diverted to recycle or (X) salvage. Recycled material receipts from approved recyclers must be attached to this form. 4.408.2 Where a local juri sdiction does not have a construction and demolition waste management (X) ordinance, construction waste management plan, per form B-59, shall be submitted for approval to the enforcino aoencv. Building Maintenance and Operation 4.410.1 An ooeration and maintenance manual shall be orovided to the buildina occuoant or owner. (X) Environmental Quality Fireplaces 4.503.1 Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, oellet stoves and fireolaces shall also com Div with aoolicable local ordinances. (X) Pollutant Control 4.504.1 Duct openings and other related air distribution component openings shall be covered during construction. . 4.504.2.1 Adhesive, sealants and caulks shall be compliant with VOC and other toxic compound limits. 4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.3 Aerosol paints and coatings shall be compliant with product w eighted MIR limits for ROC and other toxic compounds. 4.504.2.4 Documentation shall be provided to verify that compliant voe limit finish materials have been used. 4.504.3 Carpet and carpet systems shall be compliant with VOC limits. 4.504.4 50 percent of floor area receiving resilient flooring shall comply with voe-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low-emitting Materials List or be certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish s terns shall com I with low formaldeh de emission standards. Inte rior Moisture Control 4_505.2 V apor retarder and capillary break is installed at slab on grade foundations. 4.505.3 Moisture content of building materials used in wall and floor framing is checked before enclosure. .Indoor Air Quality and Exhaust 4.506.1 Exhaust fans which t erminate outside the buildin rovided in eve bathroom. Environmental Comfort 4.507.1 Whole house exhaust fans shall have insulate d louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R-4 .2. 4.507.2 Duct systems are sized, designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equiva lent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent 3_ Select heatin and coolin e ui men! accordin to ACCA 36-S Manual S or e uivalent. . Installer.and Special Inspector Qualifications 702.1 HVAC system installers are trained and certified in the proper installation of HVAC systems . 702.2 Special inspectors employed by the owner must be qualified and able to demonstrate com etence in the disci line the are ins ectin . (X) (X) (X) (X) (X) (X) (X) (X) (X) (X) X (X) (X) (X) (X) I, as the professional responsible for this project, certify that, to the best of my knowledge, the mandatory items listed on this form have been incorporated into the project in order to comply with Title 24, Part 11 of the 2016 California Green Building Standards. All receipts for recycled materials have been attached to this form. Proj ect Address: ____________________ .Plan Check Number: ______ _ Print Name: _______________ _ Signed: ______________ _ License Number: ______ _ Date: ________ _ ===R===E===S=I D=-=E;;,...::,.N====T=I A:.....:;_L~G==R==E=E=N====N===O=T==E==S=~0 Rail Bracket Detail Sheet ELITE 9500 ELEV .A.TO~ Speclficotlon.s Standard 4254PI Package Specs: • Rails stack on right side of elevator shaft Cus tomer Nam e: Mr. Jay Sehgal ~_,Blocklng_----l (i 24.00 • 42" wide x 54N Deep Platfonn Size, BO,. Height ·3/4" finished floor allowance, 3/4" birch subfioor • Aluminum platform • 2 LED cab lights, automatic on/off Overhead _J 12.00 1..-, ATTACH VIA 3/8 X 4" LAG BOLTS FOR WOOD 37.00 6rocket OD OR 3/8 x 5" WEDGE ANCHOR / FOR CONCRETE----~· /\ AmeriGlide 'l / Acoess;l,i/ily ~ Solutions • • • • 9.50 r Double stocked 2x 12 with 2x4 end caps running the fuB verticol length of the roil support wall.\ \ RAIL FORCES RI 105 LBS R2 250 LBS R3 3750 LBS 34.00 37.00 l1 All swing doors must comply wi1h ASME 17. l, National Elevator Code, 3 x 5 rule or 3/ 4" x 3" as reQuired by local jusridiction. Minimum shaft sizes shown . Consult factory for.changes to door swing or offset location. See Rail Bracket Detail slieet for anchoring and support details. See Electrical Requirement sheet for elecfrical requirements MODEL WD-9500 CAPACITY 950 L.aS SPEED .;() FPM (NominoQ DRIVE 3 HP GEARMOlOR W/BRAKE, 220VAC, WINDING DRUM SAFETIES INSTANTANEOUS TYPE 'A"SLACK CABLE DOOR LOCKS ElECiOOMECHANICAL HONEYWELL RalALIGN INTERLOCKS ELECTRICAL l lQV,t,,.C ISAMP DEDICATED C!RCUITFEO THROUGH DISCONNECT REQUIREMENTS '12.0VAC 30AMP DEDICATED CIRCUIT FED THROUGH DISCONNECT !CONTROL PLC CONfROLLER. '/FD MOTOR CONTROL. OPTICAL SENSOR SYSTEM !ANDING SYSTEM GENERAL NOT~ MANUFACTURED IN COMPLIANCE WITH ASME A 17.1.S.3, NAi K.'lNAL SAFETY CODE FOR ELEVATORS AND ESCALATORS AND NEC Work By Others • PLUMB. SQUARE AND LEGAL HOISTWAY S:JILT 10 MAlCH SHOP ORAW!NGS, WITH ~D:Gt.lATE SUPPO~ AND DOOR OPE,\IJNC IN UN~ . m11oc, 30 AMP DEDICATED CIRCUIT, FED THROUGH l_OCAKABLE FUSABU: DISCONNEC • l20VAC, 15 AM? DEDICATED C!RCUfl, FED tHROUGH lOCl'.'.A&LE FUSASl.f DISCONNECT {DISCONNECTS MUST SE ADJACENT TO ELEVATOR C6NTR0llER L0O,TI0N) -DEDICATED TELEPHONE UNE LOCA1ED AOJACENT10 ELEVATOR COr,i':'RQLLE.i! Elf\' ATOR HOI.STWA Y REQUIREMf'l','TS SLIBJ:CT'JP .lflCAl.,JURtSDICTION DRAWING NOTTO SCALE "'""'"' • Brushed aluminum fixtUres · • Emergency Phone • Standard Birch wall finish • White accordion gate • Honeywell door Interlocks • SWing doors and jambs by others. Available Options; •Ye6Clear accordion gate •Ye,G 4 LED lights . •Ye!E)Automatic Gate Operator •Ye:E) Battery Lowering w/ Emergency Lighting •Ye,GAush mount door jamb kit LOO-'---'- 56.00 Required De th 1.00 54.00 4. 28.50 4. 35.25 36.00 -----" .4 Toiol Travel Distance Elevator Shaft Reuuirements: Pit: 12" Number of Landings: 3EJ Door Swings: o LH 4EIRH Cab Height: 80' Additional Notes Width: 60" Min ~------------------~ Depth: 56" Required /\ AmeriGlide -"I. / Acces5ibifity ~ Solutions • • • • • • Cab Finish: UnlllllaMld M:ih*Mi El Cab Style: Star;c:lerd Frat wan All swing doors must comply with ASME 17 .1, Notional Elevator Code, 3 x 5 rule or 3/4" x 3" as required by local jurisdiction. Minimum shaft sizes shown. Consult foctory for changes to door swing or ofiset location . See Rail Brocket Detail sheet for □nchoring and support detai~. See Electncal Requirement sheet fo r elecfrical regulrements . All hoistway dimensions are inside finished clear dimensions. DRAWING NOTTO SCALE HOlll!'IAl1'ANDC0Nffl)IN""L _._._,...., ' Minimum Overhead Clearance: ~ Overhead 80" 102" 84" 106" 95" 117" 4254PT "'"''"" ~E=L E==V=A=T==O===R~D=-=E=T::::c::,A~I L~S====::10 DOOR SCHEDULE ii SIZE DESC. NOTES AMOUNT UF SHGC, VLT GLAZIN6 REMARKS SE:.E BEL..O~ 0 sei"Y't x c:iti"h ENTRY DR. I S/4" THICK I 2,5 SOLID GORE G) 36"r-i x: Gt6"h INT. Sl"IING-ING-HOLLOY'I GORE 3 0 30"1111 X OO"h INT. 51'11NGIN6 HOLLOY'I GORE I OBSC... TEMI". G) PR. 30"v, x !)O"h INT. 51'11NG-IN6 HOLLOY'I GORE I 0 3B"r-t x: BO"h ENTRY DR. I S/4" THICK I 0.2"! 0 .2 1 0.5 10 LT. 3 ,5 ,6 SOLID GORE TEMP. 0 Gfb1'r,i x 84"h ROLL-UP 5-5EC-TION 3 6'ARA6E DOOR i"!OOD 0 9ti"l"l x 'f6"h EXT. Sl"IIN61NG BEL-AIRE I 4 LT. 3 , 6 TEMI". 0 32"r< X Cf(;'!, EXT. Sl"IINGING FRENCH I 0.2"! 0 .2 1 0 .50 10 LT. 3, 6 TEMP. 0 32"1'l X '16'!, INT. Sl"IINGING MEGH. I 4 @ 28""' x 'l!'.>"h INT. Sl"IINGING-HOLLOY'I GORE 2 © 28""' x '16"h INT. SY'llN61NG FRENCH I OBSC. TEMP. @) 90"Y-l >< 80"h INT. SJ'IIINGIN6' HOLLOY'I GORE 6 @ :32"i'>I X Cfbuh INT. SY'llN6 1NG HOLLOY'l GORE 2 @ 9411i'>i x c:tb"h INT. SY'llNG ING HOLLOY'l GORE 3 @ 30"v, X '16 "h INT. SLIDING HOLLOY'I GORE I @ IOB"H x "!6"h EXT. SLIDING FRENCH 2 0.30 o.1e, 0.40 TEMP I GL. @ 144111-',1 x 'fb"h EXT. DOUBLE FRENCH I a.so o.1e, 0.40 TEMP I SLIDING cS-L. @ 144"1f,1 x c:t6·h EXT. DOUBLE FRENCH I 0.30 0.21 0 .50 TEMP I PQC,KET GL. @ qt,"JI'{ X <::tb"h EXT. SLIDING-FRENCH 2 0 .30 o.1e, 0.40 TEMP I, 1 GL. @ 140"""-x 00'1h INT. SLIDING HOLLOY'l GORE I @ bO"i'>I X eo"h INT. SLIDING HOLLOY'l GORE I 0 REMARKS I. SLID IN6 AND SY'llNGING-FRENCH DOORS, 'MIL6ARD', 5. SEE DOOR NOTES "TUSC,ANY" SERIES l"IOOD FRAME, LOY'l-E, DUAL 6LAZE:D ON THIS SHEET 2. ENTRY DOOR, 'CRAFTSMAN IN Y'lOOD MFG.' 6 . TRUE DIVIDED Ll6HT Y'llNDOY'6, 'PAAAMOUNT' MODEL , 2:lb-XX-A "SOLARSAN 60" V100D FRAME, LOY'I-E, DUAL &LAZED, GRAY TINT '3. TRIJE D IVIDED Ll6HT 1 . EcS-RESS 4. PROVIDE 100 SQ. IN. GRILL FOR MAKE=UP AIR WINDOW SCHEDULE ;I: SIZE DE5G. NOTES AMOUNT lJF SHGC. VLT GLAZ INcS-REMARKS SEE SELOY'-1 0 l2"11'l x c:t6 11h FIXED MULL i'V DOOR 2 0.2B 0.1"! 0.44 6 LT. 2 TEMP. ® 1:211~ X bE> "h CASEMENT I o.2e, 0 .I "! 0.44 1e, LT. 2,3 © 4811V'l X 2411h CASEMENT I o.:2e. 0.1"! 0.44 I 0 4B""' x 24"h SLIDIN6 I 0 .30 0.21 o.4e, I ® 60 ""' x 54 "h CASEMENT I o.2e, 0.19 0.44 I © 45"v,,i X 5411h SLIDING I 0.30 0.21 o.4e, I 0 48"v,,t x 54"h FIXED I o.2e, O.l"l 0.44 I © 9b"V'-I x 48"h SLIDIN6 I 0.30 0.21 o .4e, I 0 36""' x 60"h FIXED 2 o.2e. O .l"l 0.44 I @ 60 "Vi x 60 "h SLIDIN6 2 a.so 0.21 0.48 I © 1211H X e>O"h SLIDING I a .so 0.21 0.48 I, 3 @ 36""' x 60"h CASEMENT I o.:2e. 0 .1"! 0.44 I, 3 ® 96'"1"1. x bO"h CASEMENT 2 o.2e, O .l"l 0 .44 12 LT. 2 ,3 ® :36 "v-, x 48 "h CASEMENT 2 o.2e. 0 .1 9 0.44 9 LT. 2 ,3 @ 24"~ x 2411h FIXED 3 o.2e, O .l"l 0.44 4 LT. 2 ® S011H X Sb"h CA5El-1ENT I o.2e. O .l"l 0 .44 4 LT. I, 3 ® 36 11Y"I x 60 11h CASEMENT 2 o.2e. 0.1"1 0 .44 12 LT. 2,5 0 0 REMARKS I. REG-ULAR Y'llNDOl-'6, 1-flL<>ARD' "TUSCANY SERIE$" Y'lOOO FRAME, LOY'I-E, DUAL 6LAZED APPRO\/EO 2 . TRUE DIVIDED L l6HT Y'llNDOY'l$, 'PARAMOUNT' "SOLARSAN 60' e Y'lOOD FRAME, LOY'l-E, DUAL 6LAZED, 6RAY TINT 3 .EGRESS f\VIARA POINT ARCrllTECTURAL coMMITTEE . -.. .. . --' ..... ,. -·-. , .. 5EE DETAILS I THRU 'I/ Ab.I FOR HEAP ANO S ILL CONNEC TIONS AT DOORS ANO l"IINPOl'IS ~?-CH/i~ ·---·-··••· .. -·. -. -. -.--·· if{;G FU~~") -. -" <,'v <v:;. \' .....J-(j ·• ~-2 •. , -~ .<,l: ', 1~ x; );, ~·" /',' 11-"' Jr;,; \'\%/' STATE O'c_~ ·· ·-MAIN LEVEL FLOOR PLAN SGALE: 1/4" = I '-0" Q) ..c: t"" DRAWN DATE Q.) u ~ Q.) "'O -~ 00 Q.) ~- ~ crj bf) ~ Q.) rfJ. ro .... e t.8 . ... -ro ~ u ~ "Ci ro -~ ,D 0 00 -~ ~ u crj ~ Q) ;> ~ ·i:: ~p •~ ro > -~ ~~ 0 0\ N ..... 0 i-:l u, ......._I.LI 1- u,o I.LIZ ..J ::::,, Cu, LLI..J :c-ocC u,1- LLI C l"I.J,STOFFREGEN 11/11/201B PROJECT NO. 11-b51 SCALE "'5 NOTED SHEET GN4 OF WINDOW AND DOOR NOTES ALL NEW WINDOWS AND FRENCH DOOR$ TO Ht, VE TEMPERED DUAL-PANE GLAZING WITH (LOW-EJ THE MANUFACTURED WINDOWS SHALL HA VE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RA TING COUNCIL ( NFRC ) AND SHOWING COMPLIANCE WITH i"HE ENERGY CODES PROVIDE CAULKING / APPROVED SEALANT AROUND WINDOWS AND DOORS INTERIOR DOORS ARE TO HAVE RAISED PANELING SEE TITLE 24 SHEET FOR MINIMUM WINDOW AND DOOR PERFORMANCE ALL EXTERIOR DOORS TO BE SOLID CORE THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E 1300 WHERE A WINDOW SILL IS LOCATED HIGHER THAN 72" ABOVE ADJACENT GRADE OR FINISHED SURF ACE ON THE OPPOSllE SIDE, THE LOWEST PART OF THE OPENING SHALL BE 24" MINIMUM ABOVE THE ROOM FINISH FLOOR SURF ACE. OPERABLE SECTIONS OF THE WINDOW SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24" OF FINISHED FLOOR. 1 /2" MAX THRESHOLD TO STOOPS / FINISHED SURF ACES AT ALL DOORS THAT SWING OUTSIDE 1" MAX. THRESHOLD TO STOOPS / FlNISHED SURFACES AT ALL DOORS THAT SWING INSIDE OR SLIDE ALL GLAZING AT WINDOWS TO HAVE MINIMUM ONE TEMPERED PANE PER LIGHT FOR 20 MINUTE RATING WINDOW EGRESS (SEE .SHEET GN4): ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5. 7" SQ. FT. THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE 24" INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH SHALL BE 20" INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44" INCHES ABOVE THE FLOOR PLUMBING NOTES ACCESS PANEL ( 12"x12" ) REQUIRED FOR TUB TRAP SLIP-JOINT OR USE NON-SLIP ( WELDED ) JOINTS. IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. MAX TEMP. 120?. PER CPC ALL HOSE BIBBS MUST HAVE AN APPROVED ANTI-SIPHON DEVICE. GAS VENTS AND NON-COMBUSTIBUE PIPING IN WALLS PASSING THROUGH 3 FLOORS OR LIESS SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING PROVIDE HARDIBACKER CEMENT, WATER- RESISTANT BACKING BOARD AS BASE FOR TIUE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER CLOSET COMPARTMENT WALI..S. 'NORI.TZ' TANKLESS WATER HEATER PLUMBER TO DETERMINE MODEL NUMBER. PLUMBER TO PROVIDE GAS SIZING AND LOAD CALCULATIONS PRIOR TO INSTALLATION HOT MOPPED SHOWER PANS SHAUL BE INSPECTED UPON COMPLETION . OF HOT MOPPING AND SHAUL BE FILLED WITH WATER FOR INSPECTION. . AUL PILOT LIGHTS TO BE 18" ABOVE FLOOR IN GARAGE PER CMG FIXTURE TYPE MAX. FLOW RATE WATER CLOSETS 1.28 GAL. P / FLUSH RESIDENTIAL LAVATORY 1.5 GAL. AT 60 PSI KITCHEN FAUCETS 1.8 GAL. AT 60 PSI SINGLE SHOWER HEAD 1.8 GPM AT 80 PSI DISHWASHERS AND CLOTHES WASHERS SHAUL BE ENERGY STAR COMPLIANT MECHANICAL NOTES PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST -4" DIA. MIN. PROVIDE DRYER EXHAUST TO OUTSIDE AIR. DRYER VENT SHAUL HAVE BACKDRAFT DAMPER. PROVIDE A 14"x8" OPENING WITH A METAL GRILUE INSERT ( 100 SQ. IN. CLR. NET ) ABOVE DOOR F6R REQUIRED MAKE-UP AIR WALL NOTES SPECIFICATIONS FOR LATH. PLASTER AND DRYWALL SHALL CONFORM TO THE REQUIREMENTS OF CRC CHAPTER 7 ANY PLUMBING DRAINPIPE OR VENT PIPE CUT THROUGH STUD WALL SHALL BE 2x6 STUD WALLS OR TWO 2x4 WALLS WITH PLYWOOD SHEAR PANEL ON NON- PLUMBING WALL PROVIDE 2 LAYERS OF GRADE D PAPER ( FELT ) OVER PLYWOOD SHEAR WALLS WALL INSULATION NOTES SEE TITLE 24 NOTES ALL INSULATION MATERIALS SHALL HA VE A FLAME-SPREAD RA TING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 STUCCO NOTES WEATHER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION 1402-1 OF THE CALIF. BUILDING CODE AND, WHEN APPLIED OVER WOOD BASE SHEATHING, SHALL INCLUDE TWO (2) LAYERS OF GRAD.E "D" PAPER MISC. NOTES CONCRETE PADS FOR AIR CONDITIONING UNITS TO BE 4' MIN. ABOVE FINISH GRADE. TILE INSTALLATION SHALL BE IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS OF THE TILE COUNCIL OF AMERICA AND HANDBOOK FOR CERAMIC TILE INSTALLATION. PROVIDE WEATHER STRIPS AT THE ATTIC ACCESS PANEL TO PREVENT BACKDRAFT PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET 54 55 73-6 2'-6" 3'-0" 16' -0" 3o'-o" 21'-0" 12'-8 -8" 11'-8" ' 0 I 3'-.. 6, 51" -2 21-7-" 3'-0-" 2 2 ' 0 I I') co I N ' 0::, I 1--I I ®1 '!.--~--+---+----J.---1 0 I in l[) I I') 1'-7~' ~----·-·-1--4· .. ' M I 35' 2'-0' I I I I MASTER (2-64-.6-6'~F5I BEDROOM 1 I 9'-5" CL'G / I WD. FLR. I I 76 12'-0" 35' ,..:.IN I st ' I o • I O· -I') 5'-2" 3' I I TOILET I G J Ll<. ;.r.:: ~ 29' -3" 0 ' 0 I "' st ' 0 -I 1o - ' <D I ,.... 0 I N - IN st I I') ' "' I co ~ I I ~-7 @1 ,t___ __ -.JJ...--~1 OJ I 0::, 55 --------'I I I I I I I @I I HE] I 62 I I 9'-9" I I ~---J 19' " / MORN'G RM. 9'-5" CL'G / WO. FLR. 30 1 2 4'~6" 01;:--1-=-- '---"--' L --' ® 54 5· -1 o· 13'-10" 19' -8" SECURITY NOTE 3' -7" EXIT DOORS FROM INDIVIDUAL DWELLING UNITS HAVING ANY OCCUPANT LOAD OF 10 OR LESS MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND MOUNTED AT A HEIGHT NOT TO EXCEED 48" INCHES ABOVE THE FINISHED FLOOR. 2'-5.5' - (264.66' f"5 ~ I ,.... GREAT RM. 9'-5" CL'G / WO. FLR. 7'-2" 10·-10" 6" -----1-'=-t!ci''!J' .... 14'-Q" J DINING RM. 9'-5" CL'G / WO. FLR. @ G-26-4.-66-, -F5 ' @11~ N BUTLER PANTRY 9' CL'G / WO. FLR. 7 ~ ' <D I t') ~-,,iffi I + I PATIO g' -o" • 2 7'-2i" 2'-11" 2·-11" 114'-o" 5'-10" 18' -0" EXIT NOTE THE EGRESS DOOR SHALL BE SIDE-HINGED AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPENED 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 78 IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. 73' -6" 7 I r-§ ' 0::, I <D I STUDY -----9'-5" CL'G / I WO. FLR. I I ®1 I I CD1 2'-1 2· ·-·_j ' 0 -I ":.J- ,--· • 2 111" -2 -@- ·-·-· 'io I ,.... ' N ~ - 0 ~ I I I I I I I I I I I I I _J /f I I ' 0 _, 65 20'-Q" 11'-11· 58 & ·---·-· -------- -@.,..c,.-i--,--..-'----~-~--I I k--lill (0 15, LO a.. I ""----1--'--'--'" =>,.... ® ·-o" 4' -0" (N) 5' HIGH cMu WALL SEE SITE PLAN ® 2··-5" 3' -4" 5'-9" ' I') I ":.J-' - 0 I I I I I I I I -I I GARAGE Ir§] I 269.54' F ' 8'-10" CL'G -IN "' I I I I ":.J- ·-·-~h 3'-4" MAIN 11 I L I I I I ' ' N '"1N -I I <D -I 0 0 -I I I I 11 I I I I tz:±J 3' (.'.) --~ I JD Pr>-.!-+..'\, <{ -M _J 3' o" 3' -4" 23'-3" I I I J (!) LEVEL FLOOR SCALE: 7/4" -7'-0' -·-·- 269.30' F 8' _5l" 2 PLAN 1'-0" 1'-0" ® 7 I ~ I A I 3.o ® I I ~ I I 7 I~ I B I A3.1 ® I ~ I I 1'-0" ' <D I " -- 0 I 1-- 0 I 1o ' 0 I 0 N " - <D I ~ l[) ' 0 I N l[) 1 □KEY NOTES 1. Double sinks w/ garbage disposal 2. 24" wide dishwasher 3. 36" wide refrigerator 4. 48" cook-top with s.s. hood. provide fon and light 5. Double ovens see interiors 6. Water closet 7. Lavotory 8. Pre-fob. tub w/ shower. Provide tile wains to min. +84" and shatter-proof enclosure 9. Tile shower with seat at +16"above finish surface. Provide tile wains to min. +84' and shotter-r:>roof enclosure 10. 36"x66" tub with tile surround. Provide min. 12" high splash 11. Mirror 12. Stucco soffit. see_ elevations and sections 13. Pantry, see interiors 14. (5) shelves equally spaced unless shown otherwise on ints. 15. Linen, see interiors 16. Drywall arch see interiors 17. Line of floor material change 18. Shelf and pole 19. Shelf and double pole 20. Shoe rack 21. Line of wall below 22. Line of floor above 23. Line of ceiling change 24. Tankless water heater. Finish bott at +48" a.f.f. see sheet GN3 25. Clothes Washer 26. Clothes Dryer 27. 4" dia. dryer vent hose, 7' long with one elbow 28. G.i. dryer vent, see left elevation for clearance at openings 29. Microwave ond cabinet, see interiors 30. Cabinets above, see interiors 31. Provide 5/8 .. type 'X' gypsum board for one-hour fire rating at all walls and ceiling in elevator shaft. Note: Dimensions for elevator mechanical are token from -drywall face. 32. 36" wide fireplace 'Heat n G!o' model #5000c. UL tisted. lnterior designer / owner to select surround, hearth and refractory. 33. 39" wide fii"eplace 'Heat n Glo' model #3000c. UL listed. Interior designer / owner to select surround, hearth and refractory. 34. Provide 5/8" type 'X' gypsum board under a!I walls and ceiling under stairs for one-hour fire ·rating 35. Wi'•-Abtie flotes!tirlgrovide weatherstripping ta prevent backdraft 36. Mechariical chase 37. Built-ins by interior designer / owner 38. Structural beam per pion. Wrap beam in 5/8" type 'x' gypsum 39. Stuccoed wall, see sections/elevations/site plan 40. 10" dia. pre-cast column with pedestal. Verify cavity diameter to accept structural column ( where occurs J 41. Cultured stone counter @ +36" a.f.f., see interiors 42. Laundry Sink 43. Single sink -owner to se!ecl Provide garbage disposal 44, Storage cabinet 45. 36" wide freezer, provide water stub-out 46. !stand Cabinet, see interiors A.... 47. Eat' bar, see interiors ~48. Drywall arch with max. hdr. @ + 8' -0" A.F.F. 49. Structural post per plan 50. Sorting counter, see interiors 51. Clothes .rod, see interiors 52. Exterior handrail, see sheet A4.0 53. 24" wide, under the counter refrigerator, see interiors 54. Property wa!I, see site plan and won elevations sheet 55. Property line, see site plan / survey 56. Return air ,.9rille, verify location with mechanical flans 57. Provide 24 deep, 30 wide clearance in front o water closet 4 58. Provide 5 8" t e 'X' gypsum board at ell walls, ceiling,~ an ex osed beam in garage for one-hour fire roting b,, 59. Concrete step s, see site plan/grading plan. Max 7 3/4" ru risers with minimum 10" tread 60. Concrete drivway, see site pion / landscape plan 61. CQncrete porch / patio; see site pion / landscape plan 62. Drywall soffit, see interiors 63. 2x6 plumbing wall -typ. 64. 2x6 wall 65. 2x6 Exterior walls with 2" recess at openings u.n.o. 66. 2x4 walls at interior non-bearing conditions only 67. 2x6 pony wall with decorative cap at +42" a.f.f. 68. Provide 24" deep, 30" wide c!ea'rance in front of bidet 69. Bidet, owner-to select · 70. 6" wide concrete curb, see sections / site plan 71. 30"x60" tub with minimum 12" splash 72. Electrical service pane! and meter. Verify location with elec. plan. See electrical pion for amperage and grounding info. 73. 2x4 S4S backin9 for roll-up garage door 74. Wine condenser tj) u ~ ~ tj) "'O • 'l'""i 0 • '!'""I 00 ~ (].) iU c,tj ..c: ~ E-i a ~ ~ • 'l'""i bJ) > < ~ Cl) r/"J. C) z z z <( _J 0.. w O::'. :::::> f-- 0 w l-- I 0 0:::: <( ro .... e ~ . ,..., -ro u ~ "O ro ,£:l (/) -~ u ~ iU > ,,...; ;..; Q ro ~ . ,-; ~ 0 0\ N ..... 0 i-.:i '71' 75. 1/2" gypsum board at non-rated walls (minimum) 76. Wood cabinet with she!ves, see interiors 77. Under counter ice maker, see interiors 78. Under cabinet wine chiller, see interiors _J w > w _J z <( _J o_ 79. Concrete trash orea 80. Pool and spa equipment, see MEP plons 81. Air conditioner and pad 82. Line of roof below 0 0 I I co N "' 83. Concrete walk, see site plan and landscape pion 84. Planter area, see landscape plan and site plan 85. Drywall shelf at +42" a.f.f. 86. Furr-down cemng to 8' -0" for mech. 87. FAU in attic -See Mechanical plans for more info. ' I') z <( 2 er: 0 0 _J 0 I 0::, 7 / O= O= ' "t0 I DOOR -SEE SCHEDULE ON SHEET GN4 WINDOW -SEE SCHEDULE ON SHEET GN4 • LL AV!ARA PO\NT ARCHITECTURAL coMMi~ ~ ffi:m~ 0,:15" -CD "'·.s e:"" =-" %1 6 rS -<( .::i ~ 6 a'. ,e Ji ii o DRAWN W.J.STOFFREGEN 1 ~ 8 8° :g DATE 2 2 2019 • z J ~ 0 0 w i 8 c: iJ., 111----'---'--'-----" ~ ! c-i ~, PROJECT NO. 17-651 ~--11-,-------~-~ g~~!~ SCALE "' AS NOTED Q ;a SHEET ::, " ~ • • lo ~ "O E ~ 0 ~ © z < A 1.0 " E ! .'? ·" (f) ~ OF ' 0 I OJ st ' co I N - ri--- 1 I I I I OJ I 10'-o" I I I I I ' I -IN ----Jf'-----1 r--- 1 I I n I I i.o 0 -I I I ® I 2' -9~" ® ~--·--·-·-·-: L _____ _j_Jr!lir~-~-;:'d= 0 "' I i--- RAIN GUTTE : EDGE OF---+--tlll FASCIA I WALL BELOW : ' "' I °N· ,,'.:.1 b~~~ ~~~fD~,t!_t--t-,tm-----'-'- TEMP. GLASS 11' 6" "' I 0 ' -IN st I i.o - I I ~ 'h----J/.---1 ITT - I 21---11 ~--· I I I I I I I I I I I I I I 7'-6" lN ~ SLOPE 1/4" P /FT. o I i--- DECK ' <.O I r') ' 0 I r--- [S _____ _ 10'-o" I 4' -0" I 7'-2" 3' -2" ~ I • C, _, @ 3'-6" 4'-0" 26'-o" 14' -2" i -1-------. -oz" 2· -4" @ sJ) I (\j ' 0 16 I I (275.24' Ff) -I N MASTER ...:.1v st BEDROOM 2 I 10' CL'G / WD. FLR. n ' - CX) I ·-·-·-·-· 64 HALL 9' CL'G / WD. FLR. ~ RECREATION RM. 1 O' CL'G / WD. FLR. (?75.24' Ff) 12' _51" 2 5'-6" 3' -4" '-6" " st --I ~ I r---' i---. OJ 3'-2" 4'-3" I N 5'-6" ~@) DRESS 9' CL'G / TILE FLR. 3'-2"12D g' 2 -10" ' -I N 11 (275.24' FB BEDROOM 3 73' -6" BA 2 g' CL'G I TILE FLR. st _____ _J @ 50h ' -IN r') I r') - ' .-JN U"J -1 O' CL'G / WD. FLR. @ 3' '-4 6, 51" -2 ® 6'-6" 13' -0~" 73' -6" 10'-6:;( 11' 5 " -2 g•·-o" 1 -" □KEY NOTES 1. Do~ble sinks w / garbage disposal 2. 24 wide dishwasher 3. 36" wide refrigerator 4. 48" cook-top with s.s. hood. provide fan and light 5. Double ovens see interiors 6. Water closet 7. Lavatory 8. Pre-fati. tub w/ shower. Provide tile wains to min. +84" and shatter-proof enclosure 9. Tile shower with seat at +16"above finish surface. Provide tile wain~ to min. +84' and shalter-Rroof enclosure 10. 36' x66" tub with tile surround. Provide min. 12" high splash 11. Mirror 12. Stucco soffit, see elevations and sections 13. Pgptry, see interiors 14. (5; shelves equally spaced unless shown otherwise on ints. 15. linen, see interiors 16. Drywall arch see interiors 17. Line of floor material change 18. Shelf and ROie 19. Shelf and double pole 20. Shoe rack 21. Line of wall below 22. Line of floor above 23. Line of ceiling change 24. Tankless water heater. Finish bolt. at +48" a.f.f. see sheet GN3 25. Clothes Washer 26. qothes Dryer 27. 4. dia. dryer vent hose, 7' long with one elbow ------------,(·+--+---------------t------------1---+---------~---.,.. 28. G.i. dryer vent, see left elevation for clearance at openings . z 0 r I, I<;' -to I I I - I I I I I I I I I I I I _______ J SHELF BELOW '-101,' ·--~ ------4N 8 D1 & U"J "' I ~ ' r') I ~ ' U"J OJ I co -~-· °N wlfR.rt07-n:;i:-"~ ·-·-· ·-·-·- IN OJ I n co I ' (279.70' FB -BEDROOM 4 ' U"J co @ n 9' -9" CL'G / WO. FLR. ·-·- @ @ g• -8" 2'-10" 12' -6" 24'-o" UPPER LEVEL SCALE: 1 / 4" = 1'-0" ---------------- ROOF BELOW ·-·-r- N I <.O ' <D I I I 0--i __ ~ I ~ I I I I I ,_..+--<21 I I I - I I L._°' ·-·-·-·-·-~·-· 'o N I I I I I I I I I 7 <.O I CX) <.O I " --' ' <.O I n 0 I N U"J 29. Microwave and cabinet, see interiors 30. Cabinets qbitve, see interiors 31. Provide 5/8' type 'X' gypsum board for one-hour fire rating at all walls and ceiling ,n elevator shaft. Note: Dimensions for elevator mechanical are token from drywall face. 32. 36" wide fireplaj 'Heat n Glo model ffelOOOc. UL listed. Interior designer owner to select surround, hearth and refrgctory. · 33. 39' wide fireplaj 'Heat n Glo' model #8000c. UL listed. Interior designer owner to select surround, hearth and refractorx. 34. Provide 5/8" type 'X' gypsum board under all walls and ceiling un,!er §lorrs for one-hour fire rating 35. 22 x30' Attic access. Provide weatnerstripping to prevent backdraft 36. Mechanical chase 37. Built-ins by interior designer / owner 38. S.tructural beam per plan. Wrap beam in 5/8" type 'x' gypsum for one-hour fire rating 39. Stuccoed wall, see secflons/elevations/site plan 40. 1 O" dia. fre-cast column wit' pedestal. Verify cavity diameter to accep structural column where occurs ) 41. Cultured stone counter @ +3 " a.f.f., see interiors 42. Laundry Sink 43. Single sink -owner to select. Provide garbage disposal 44. St9,rage cabinet 45. 36' wide freezer, provide water stub-out 46. Island Cabinet1 see interiors A_,_ 47. Eat bar, see interiors L2.S'48. Drywall arch with max. hdr. @ + 8' -0" A.F.F. 49. Structural post per pion 50. Sorting counter, see interiors 51. Clothes rod, see interiors 52. Exterior handrail, see sheet A4. 0 53. 24" wide, under the counter refrigerator, see interiors 54. Property wall, see site plan qnd wall elevations sheet 55. Property line, see· site plan / ·survey 56. Return air grille, verify locotron with mechanical flans A_,_ 57. Provide 24" deep, 30 wide clearance in front a water closet L±S'58. Provide 5 8" t e 'X' gypsum board at all walls, ceiling, ~ n ex ose in garage fof one-hour fire rating_ ~ 59 .. oncre_e s ~p s, see Jite plan/grading plan. Max 7 3/4" fu risers with mm1mum 10 tread 60. Concrete drivway, see site pion / landscape plan 61. Concrete P.Orch '/ P.Otio, see site plan / landscape plan 62. Drywall so/fit, see interiors 63. 2x6 plumbing wall -typ. 64. 2x6 wall 65. 2x6 Exterior walls with 2" recess at ORenings u.n.o. 66. 2x4 walls at interior non-bearing conditiog.s only 67. 2x6 pony wall with d~corative cop at +42' a. f. f. 68. Provide 24' deep, 30' wide clearance in front of bidet 69. BLdet, owner to select 70. 6 wide concrete curb, see sections / site plan 71. 30"x60" tub with minimum 12" splash 72. Electrical service panel and meter. Verify location with elec . pion. See electricaf plan for amperage and grounding info. 73. 2x4 S4S backing for roll-up garage door 7 4. Wine condenser 75. 1 /2" gypsum board at non-roted walls (minimum) 76. Wood cabinet with shelves, see interiors 77. Under counter ice maker, see interiors . 78. Under cabinet wine chiller, see interiors 79. Concrete trash area 80. Pool and spa equipment, see MEP plans 81. Air conditioner and pad 82. Line of roof below . 83. Concrete walk, see site plan and landscape plan 84. Planter ore'!, see lan.dscaP.e pion and site plan 85. Drywall shelr at +42 a.f.f. 86. Furr-down ceiling to 8' -0" for mech. 87. FAU in attic -See Mechanical plans for more info. ---------_I_---+-------- FLOOR PLAN o= o= DOOR -SEE SCHEDULE ON SHEET GN4 WINDOW -SEE SCHEDULE ON SHEET GN4 IJ.) u d IJ.) "O ·~ r.l'.1 C) IJ) ~ -~ ~ ro 00 ~ IJ.) r.FJ _J w > w _J 0::::: w Q__ Q__ ~ O'l O'l O'l ~ ~ ~ w f-<( Cl ~ n -sj- Q:'. Q:'. Q:'. Q:'. (f) 0 0 u u z 0 i-: i-: f-- 0.. 0.. u w w w Q:'. 0 0 Q:'. ('.) ('.) 0 z z u 0 0 u U) _j _j <( z :::::J :::::J > 0 uj (D (D I 5 "' "' SHEET E ('.) z z z <( _J o_ w O::'. => l-o w I- I 0 O::'. <( (<:I . ..... s t8 ...... ·-ro u ~ '-g -~ .D 0 <I) -~ ~ u ro ~ Q) ~ > ..... l--< 0 -~ (<:I ~ ~ . ,-; > <I'.; 0 °" N 0 ,..:i z <( _J Q__ 0::::: 0 0 _J LL O'l ~ LO (f) z 0 1--u w Q:'. Q:'. 0 u A 1 .1 OF 2'1'-4" MAX. HEIGHT (2'19.99') .,._---------------------------------------------------------------------,------------------------------------~ PL. = ]' 0 it I "' N :i. x , ~ 215.24' FF / PL. I \ ' I & ~ _, "' DECK ffi PROVIDE vLOSEDcvELL SPRAY FOAM IN5ULATION BETV'lEEN R/R MIN. R-I"1 USE, 'vERTASPRAY' 6Y 'vERTAINTEED' lvv-E5R #2bE:>'l PERFORMANvE, S"= R-l'l.2 5" = R-32.3, b" = R-9e,.4 R/R PER PLAN ,□- '•' ;. 11 i , , " ' Ii I ii 1 ,. . . ·---~-·------' ROOF SHT'G FER PLAN I I/e," T4G> 5U6 FLOOR V I FLOOR JOIST PER PLAN c:,/JPER--~ PLAN RECREATION ROOM 215.24' FF [ ROOF IN FOREGROUND ---------- BATT INSULATION ---, l.-., G>YP. 6RD. IN ALL i"IALI-AND vEILING> IN ELEVATOR SHAFT FOR ONE-HOUR FIRE RATING>\ @ ELEVATOR GREAT ROOM ir-, '.i :1 n j; INSULATION NOTES vL'(i, AREAS, MIN. R-90 @ ATTlv EXT. ll'IALLS, MIN. R-I5 @ 2x4 ~s MIN. R-l'l @ 2xb i'lALLS FLOOR JOISTS / SOFFITS EXPOSED TO EXT. MIN.R-l'l FRAMING NOTE FIRE 6LOvK STUD l'IAJ..LS ( AT 10' INTERVALS [ HORIZ. 4 VERT.] ), ENvLOSED AND CONCEALED SPACES, AND AT OPENIN<S-S AROUND VENTS, PIPE5, DUCTS, CHIMNEYS, 6ETV'IEEN ATTIC AND CHIMNEY CHASE, AT STAIR STRING>ERS, AND SIMILAR PLACES AT CEILINc:, AND FLOOR LEVELS. -,~ EXTERIOR FINISH NOTES PROVIDE 2 LAYERS OF G>RADE D PAPER (FELT) OVER PL YV'IOOD SHEAR V'IAL.LS ALL. EXTERIOR V'IAL.L. FINISHES SHALL 6E IN ACCORDANCE HITH C6C AND TITLE 24 S17.!CCO LATH AND DRYl"IALL SHALL 6E NAILED TO TOP AND BOTTOM PLATES PROVIDE 2" CL.R. FROM STUCCOED TRIM TO Y'!INDOV'I F~MES FLASHING NOTE FLASHING> AT VALLEY AND VERTICAL C,ONFl<S-\JRATIONS Y'!ILL. SE IN AC.CORDANvE Y'llTH vBC FLASHING NOTE 2 FL.ASHIN$ SHALL SE INSTALLED IN SUvH A MANNER SO A5 TO PREVENT MOl!:>TURE FROM ENTERIN$ THE i"IALI-OR TO REDIRECT IT TO THE EXTERIOR FLASHING> SHALL 6E INSTALLED AT THE PERIMETERS OF l::XTEf'I.IOR DOOR AND l'llNDOi'l ASSEM6Lll::S, PENETRATIONS AND TERMINATIONS OF EXTERIOR /'!ALL ASSEM6LIES, EXTERIOR /'!ALL INTERSECTIONS i'llTH ROOFS, CHIMNEY, PORCHES, DEC-KS, 6ALvONIES, AND SIMILAR PROJEvT\ONS AND AT 6U\I..T-IN G>UTTERS AND SIMILAR LOvATIONS Y'lHERE MOISTURE vOULD ENTER THE l"!ALL. FLASHING> i'llTH PROJECTIN$ FLANG>ES SHALL 6E INSTALLED ON 60TH SIDES AND AT THE ENDS OF COPIN$S, UNDER SILLS AND CONTINUOUSLY A60VE PROJEvTING> TRIM PER C6C- n 11 lL-Jlo· ~ 0 ]' in ELEV. PIT rl>-------MID-SPAN Fl~LOvKING> TYP. BEDROOM 4 21'l.10' FF ':J<"-+--5/.611 T"!"'F'E. 'X' .GoYP. 6RD. @ AI..L l'lALLS 4 CL 'G FOR ONE-HOUR FIRE RATING> -------/ 12 --i4 ,,< ~ GARAGE vONv. G>AR 5LA6 SLOPE I/e," P/FT. UNDERLAYMENT AND VISGI.JEEN PER SOILS/ STRUvTURAL SECTION A-A SC.ALE, 5/1:'/' = I '-0" R/R PER PLAN C./J PER PLAN 1811 PL. = in , Q I tr _, "' 26"1.54' FF <-=---WNv. FT'G> SEE STRUc:,T. These drowings/plons and related specifications ore in general conformance with local building code requirements as well as the 201 e California Building Standards Code: 2016 California Building, 2018 California Residential Code, 2016 Californ,iQ E!ectrical Code, 2016 Colifomio Mechanical Code, 2016 California Plumbing Code, 2016 California Energy Code, 2016 Califomia Fire Code and the 2016 California Green Building Standards Code. Signed: tiJ~.D-,1fl/~ WILLIAM D. STOFFREGEN--¥LAN PREPARER JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FUU£R & ASSOCIATES, .INC. Firm Address: 27112 CALLE CABAU.ERO, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 a) u ~ d a) ~ -~ ~ -~ 00 ~ C!l z z z < .J 0. w a: ~ ,_ 0 w ,_ ::r: 0 C: < (,;l .... s r-S ,,... -~ u ~ ] ,Ci rn -~ u a) ID ~ ~ ~ C'd ~ $-1 .,... I,.; ~ C'd Q ro on ~ a) 00. z 0 -t-o I.LI U) -~ (,;l > ~ < .,... > < 0 O'I N 0 ~ DRAWN V'I.J.STOFFREG>EN DAlE 2/2/201'1 PROJECT NO. l1cE,5I SCALE AS NOTED SHEET A3.0 OF ' I () -::21524' FF "° PL. I LJI \ = IX '\_ ~ ~ & I Ir -' ~ / ·- I :2"1'-4" MAX. Hf:l,!;HT (:2"15.SS') ~ u Cl z z z .. ...J 0.. w a: ::, ... u w ... :,: u a: .. (II '§ tS ..... '; u ~r=~~\-:2x~LK'<Su "~~. / /~;-4-....__'\ -----------,---------------/4\-4---------:;-;?"'~,,,,--\ l"IH!:RE OC,C,UR5 ~ ~ ·~ 'S ~ ~ 'g ~ • l"""'I ..0 ' I \ I u C/J PER.- PLAN / -1/::2" <SYP. BRD. ...__ ,-i I I I LOUN( ~ DECK f>LOPE I?ECK 1/4" P/FT. I?ECK- JOIST PER PLAN CONC,. HOUSE - 5LAB ' X ~ P~VIDE CLOSED-CELL SPRAY &FOAM INSULATION 6ETl"IEEN R/R MIN. R-1"1 USE, 'C,ERTASPRAY' BY 'CERTAINTEED' !C,C,-ESR ":2f>6"1 PERFORMANCE, 5"= R-1"12 S" = R-S:2.S, 6" = R-S8.4 KITCHEN ' I - 101 ' ' : ·-.. -·-··<,--~-·"---: I INSULATION NOTES EXTERIOR FINISH NOTES 1"'f1 I CL'<S> AREAS, MIN. R-80 @ ATTIC EXT. Y'IALLS, MIN. R-19 @ 2x4 l"IALLS MIN. R--1"1 @ 2x6 l"IALLS PROVIDE .2 LAYERS OF <S,RADE D PAPER (FELT) OVER PL YV'<OOD 5HEAR V'<!ALLS FLOOR JOISTS / SOFFITS EXPOSED TO EXT. MIN. R-1'! · FRAMING NOTE PIRE BLOCK STUD Y'IALLS ( AT 10' INTERVALS [ H01'1.IZ. 4 VERT.]), ENCLOSED AND CONCEALED SPACES, AND · AT OPENIN65 AROUND VENT5, PIPf:S, DUCT5, CHIMNEY5, BETl"lEEN ATTIC. AND CHIMNEY CHASE, AT 5TAIR STRIN5ERS, AND 51MILAR PLACES AT CEILIN<S, AND FLOOR LEVELS. ALL EXTER!Of'1. V'<!ALL FINISHES SHALL BE IN ACCORDANCE Y'<ITH CBC AND TITLE .24 STUCCO LATH AND DR.YV'<ALL SHALL BE NAILED TO TOP AND BOTTOM PLATES PROVIDE 2" CLR. FROM STUCCOED TRIM TO Jl'<INDOJI'< FRAMES r u INSULATION-~ -,-. ·--,-. , v v'Vvvvv·vx v v v v v \I '../ ~ ~ v v DBLTOP--~1 PLATE MID-SPAN - Fll<f; BLOCKIN<S -~ TYP. BAR ~ 2x SOLE PLATE---,,-, i I I 3 n n """' ::215.::24' FF BEDROOM 3 I 1/e" T$G< sue FLOOR- u u u 1 ~ 'll' V r.c:.cc:··; H Ii ' i; '' ., L::::=-::J If \__ FLOOR JOIST r , ,,--. ; > I - () PANTRY _, Ir FLASHING NOTE FLASHIN<S, AT VALLEY AND VERTICAL CONFl<S>LJRATIONS Jl'<ILL BE IN ACCORDANCE Jl'<ITH CBC, Fl.ASHING NOTE 2 . . DINING FLASHIN<S SHALL BE INSTALLED IN SUCH A MANNER 50 AS TO PREVENT MOISTURE ~M ENTERIN<S THE l"IALL OR TO REDIRECT IT TO THE EXTERIOR. FLASHIN<S SHALL BE INSTALLED AT THE PERIMETERS OF EXTl::RIOR DOOR AND l"IINDOl"I A55EM6LIES, PENETRATIONS AND TI:RMINATIONS OF EXTI:RIOR l"IALL A55EM6LIE5, EXTERIOR l"IALL INTERSECTIONS V'IITH ROOFS, CHIMNEY, PORCHES, DECKS, 6AL=NIE5, AND SIMILAR PROJECTIONS AND AT ElUILT-IN GUTTERS AND SIMILAR LOCATIONS l"IHERE MOISTURE COULD ENTER THE l"IALL. FLASHIN<S l"IITH PROJECTIN<!:> FLAN<SES SHALL BE INSTALLED ON BOTH SIDES AND AT THE ENDS OF COPINGS, IJNDER SILLS AND CONT!NUOUSL Y A60YI= PROJECTING< TRIM PER C6C I 11 -------------·--~ ···--. ------ y u u n 7 ~ FURR __j ' I TO 8 1-011 & HALL " n IKHITHlll PW Al\/,fl.f, f,Af. A';(). l\A /l il A,\ 1 ~ ,< ~ /l J: I r--DSL TOP PLATE I ~ L 2x511JD5 r----~----,; AT 16" O.C. <5 B~TH 4 I ~ I1~MID-5PAN FIRE 6LK'<S r---11::2• INT. <SYP. I BRD. FINISH I :2x SOLE BEDROOM 4 ' ~ 00 • l"""'I -Cl:l ~ ~ ~ u ~ ~ ro ~ ~ ..... ,....,i ro o ro • l"""'I (II {} on > -~ I ~ <~ i,- ~ 0 r.J'J. O'I N '5 ...:i ~PLATE 1e,11 1::2 :21"1.10' FF ---,4 ,/\/\AA/\/,A Af A AA A A A A A A A A;\ AA A A ,\A A,', A A/ ~,,r A~.,A~, A~A'·-,/\~A~j :11:h-:-----:::2::-x-:6'-C-::-/-;-J,-----.-........___---"'--c:.......__ --0 11"~"'--~ PL. VOID , I FURR TO e,1-ou DR I > ts.'r--'---+-5/e," TYPE. 'X' G<YP. El~. @ ALL Y'IALLS $ CL '<S FOR ONE-HOUR Fl~ RATING< ~ ) , ' ~I/ ---,--2x P.T.D.F. MUD SILL iYP. SECTION B·B ----------------------~~ GARAGE SLOPE 1/e" P/FT. . ,~1::2"~ '"=============~o~ ~ -"" i\ S 1/2" ~LL-UP-------i>II <SAR. DR. SEE ELEV. CONC.<SAR.SLAB- -1-S11JCCO SOFFIT I i,- 26"! .54' FF • AV!ARA POINT m II m z 0 -l-o I.LI u, ~ ~ ~ ~ ~ ARCHITECTURAL COMMITTEE .--,.-j-t--r-,;--,.-j--11 These drawingsLplans and retated specifications are in general conformance With 10001 buHding code requirements os well as the 2016 Cafifomio Building Standards Code: 2016 Colifomia .Building, 2016 Califomia Residential Code, 2016 California Electrical Code, 2016 California Meehonical Code, 2016 California Plumbing Code, 2016 California Energy Codei 2016 California Fire Code and the 2016 California Green Budding Standards Code. Signed: f/µf;,;,., ,0. ~ . WIWAM D. STOFFREGtt!¥lAN PREPARER JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FULLER & ASSOCIATES, INC. Flrm Address: 27112 CALLE CABALLERO, UNIT 8 SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 DRAWN Y'I.J.STOFFREG<EN DA1E ::2/::2/::201"1 PROJECT NO. 11-651 SCALE AS NOTED SHEET A3.1 OF PATIO .2"1'-4" MAX. HEl~T (.2"191:IS') ~---PROP. LINE MASONRY FENCE WALL ---PER DETAIL ON SHEET 5 PLANTER HOUSE'--i WALL "'6:,, WALK~ HOUSE F.F. 264.66 SLOPE J AWAY FROM HOUSE -SEE GRADING PLAN SECTION D SCALE: N.T.S ----PROP. LINE MASONRY FENCE WALL 1_,__ PER DETAIL ON SHEET 5 PLANTER HANDRAIL TER SDRSD M-24 GRAVITY RETAINING WALL 36" PER SDRSD C-09 r 6' LANDlrro- STAIRS PERSDRSD M-26 PLANTER SLOPE AWAY FROM HOUSE i---HOUSE WALL HOUSE F.F. 264.66 SEE GRADING PLAN SECTION E SCALE: N.T.S '!.-------------~-----------------------------------~ a 'i ~ g ' f1 FL z x ~ .21524' FF / DECK -/ \ ef - II •I Ii I ·1 I & ' i I 11 J ~Fl.PER FLAN ..,..,... ---- 6ATT IN5ULATION I \I \ MASTER BATH 2 I 1/1!>" Ti5 Sl.!BFLOOR I ' I □□ '== □□ 1n1 I .21524' FF I W.i.C. BATT IN5ULATION-------j!H'--- HOUSE F.F. 264.66 C/J HOUSE WALL _,.<? <v"' DECORATIVE PROP.__J. . LINE . · -, PAVERS LANDSCAPE 5% SLOPE AWAY FROM HOUSE-SEE GRADING PLAN SECTION F SCALE: N.T.S / u \ PER FLAN FL. .264hb' FF PROVIDE CLOSED-CELL SPRAY FOAM INSULATION BETV<IS::N ~ & MIN. R-1"! USE, 'CERTASPRAY' BY . 'CERTAINTEED' ICC-ESR "266"1 P!':RFORMANCE, S"= R-1<!.2 5" = R-92.S, 6" = R-Se.4 MASTER BATH 1 CONC. HOUSE SLAB INSULATION NOTES C.L'5 AREAS, MIN. R-SO@ ATTIC EXT. ~LS, MIN. R-IS @ 2x4 ~ MIN. R-1"1 @ .2x6 l'<ALLS FLOOR JOISTS / SOFFITS EXPOSED TO EXT. MIN. R-1"1 FRAMING NOTE Fl~ 6LOCK STUD YIIALLS ( AT 10' INTERVALS [ HORIZ. ~ VERT.]), ENCLOSED AND CONCEALED SPACES, AND AT OFENIN<S,S AROUND VENTS, PIPES, DUCTS, CHIMNEYS, 6ETYIIEEN ATTIC AND CHIMNEY CHASE, AT STAIR STRJN(S,ER.5, AND SIMILAR PLACES AT CEILIN(S, AND FLOOR LEVELS. FLOOR JOIST PER FLAN HALL o----1/2" 5YP. BRD. .2x F.T.D.F. .-If---MUDSILL EXTERIOR FINISH NOTES PROVIDE 2 LAYERS OF J$RADE D PAPER (FELT) OVER PL YV'IOOD SHE'AR i"IALLS ALL EXTERIOR il'IA1..L. FINISHES SHALL 6E IN ACCORPANCE YIIITH CBC AND TITLE .24 STUCCO LATH AND DRYYIIALL SHALL 6E NAILED TO ToP AND BOTTOM PLATES PROVIDE .2" CLR. FROM STUCCOED TRIM TO YIIINDOYII FRAMES --·------------------------- W.I.C. .FLASHING NOTE YIIALL AT45".--tt FLASHING, AT VALLEY AND VERTICAL CONFl(!;URATIONS l'IIILL 6E IN ACCO RP ANCE 11'<1 TH C6C FLASHING NOTE 2 EN ' i_, __ _j , 264.66' FF FLASHIN<S, SHALL BE INSTALLED IN SUCH A MANNER 50 AS TO PREVENT MOISTURE . FROM ENTERINe THE YIIALL OR TO REDIRECT IT TO THE EXTERIOR. FLASHING SHALL 6E INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND l'<INDOYII A55EM6LIE5, PENETRATIONS AND TERMINATIONS OF EXTERIOR V'lALL ASSEMBLIES, EXTI=RIOR JIIIALL INTERSECTIONS V'llTH ROOFS, CHIMNEY, PORCHES, DEC.KS, BALCONIES, AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR LOCATIONS YIIHERE MOISTURE C.OULD ENTER THE YIIALL. FLASHIN6 YIIITH FROJECTINe FLAN6E5 SHALL 6E INSTALLED ON 60TH SIDES AND AT THE ENDS OF COPINGS, . UNDER SILLS AND CONTINUOUSLY ABOVE FROJECTIN5 11<.IM PER CBC EXTERIOR :'>TI!CCO PORCH 10" DIA. F!':R-C.AST COLUMN SECTION C·C SCALE, S/bu = 11-011 These drowings/plons and related specifications ere in ~neral · conformance With local building code requirements 01:1; well QS the 2016 California Building Standards Code~ 2016 Catifomia Building. 2016 California Residential Code, 2016 California Electrical Code, 201"6 Colifornio Mechonicot Code, 2016 California Plumbing Code, 2016 Colifomf9 Energy Code, 2016 California Fire Code and the 2016 California Green Building Standards Code. Signed: JUNE 5, 2019 DATE Rrm Name: STOFFREGEN-FULLER &: ASSOClATES, INC. Firm Address: 27112 CALLE CABALLERO, UNIT 8 SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 el) u ~ el) "'O -~ r/'). ~ el) ~ i--1 ro bf} ~ Cl) 00 u... .... UJ .... C ., 0 II 0 u, z 0 -I- 0 UJ en .,. le ' ;!; r-!;I ~ Cl u Ii: ~ \!) z 9 "' rri is ;;; " "' ~ z z < -' a. w a:: :, ,_ 0 w ,_ :c 0 a: < ORA"' Y'l.J.STOFFREeEN DATE 2/2/201"1 PROJECT NO. 11-651 SCALE AS NOTED SHEET A3.2 Of 2'-9" j"SQ. 1-5/8" TU BE 2 1/211 ~~ _J,_!__:_j. 1 9/4" FINISH 6RAPE l"lHERE OC.C.URS -'-------:;;_,,. ,,,..--6UAl<PRAIL SEE DETAIL TO THE LEFT HANDRAIL i'IHERE OC.C.U!'<5 HE--5/e," 5G. TU6E STI;EL PIC.KET SPACED 50A4" DIA SPHERE CANNOT PASS THRIJ -=--1" 50. ElOTTOM RAIL I 5/&" TUBE STI;EL POST )"--EM6EDED INTO C.ONC.. C.LJRB OR STEP ~-c.ONCRETE al!<S OR STEP l'IIHEREOc.c.uRS T.S. GUARDRAIL DETAIL SCAL...E: 1/2" -l'-0" GUARDRAIL SECTION SCALE: N.T.S. SP ARRES ARK TOR = Ill N ·., .t· ,. E SID VE NTIN6 I ------, 40 ,---7 ; ~ t I I L ) L . I I I 51-011 SIDE VIEl'II = -.- iii .,. N Ill "' N ill lfl S" '-1--2" TRIM I'll/ SMOOTH TROJl',EL STUC.CO OVER --+-CHIMNEY FRONT VIEl'II CHIMNEY DETAIL (GAS ONLY) SC.AL.E: !/2" = 11-0" EXTERIOR FINISH NOTES PROVIDE 2 LAYERS OF <;;RADE D PAPER (FELT) OVER PLYY'IOOD SHEAR Y'iALLS ALL EXTER:OR JIIIALL FINISHES SHALL BE IN ACCORDANc.E Y'ilTH CSC. AND TITLE :24 STUCCO LATH AND DRYj,'jALL SHAU. BE NAIU:D TO TOP AND 60TTOM PLAiES PROVIDE 2" GLR FROM STUc.GOED TRIM TO Y'IINDOl'II FRAMES FLASHING NOTE FLA5HIN6 AT VALLEY AND VERTIC.AL CONFl6Ul'<.ATION5 Y'ilLL BE IN ACCORDANCE Y'IITH CBC. fl.ASHING NOTE 2 FLA5HIN6 SHALL BE INSTALLED IN 5UCH A MANNE!'<. 50 A5 TO PREVENT MOISTURE FROM ENTERIN6 THE Y'iALL OR TO 1'<.EDIRECT IT TO THE EXTERIOR. FLASHIN6 SHALL BE INSTALLED AT THE PERIMETERS OF EXTI=l'<.101'<. DOOR AND l'IIINDO/l'l ASSEM6LIE5, PENETRATIONS AND TERMINATIONS OF EXTI=l'<.IOR /l'lALL AS5EM6LIE5, EXTERIOI'<. Y'iALL INTERSECTIONS l'IIITH ROOFS, CHIMNEY, PORCHES, DEC.KS, BALC.ONIES, AND SIMILA!'<. PROJEC.TIONS AND AT BUILT-IN 6UTTERS AND SIMILAR LOC.ATIONS l"lHERE MOISTURE C.OULD ENTER THE Y'iALL. FLA5HIN6 l'IIITH PROJECTIN6 FLAN6ES SHALL BE INSTALLED ON BOTH SIDES AND AT THE ENDS OF C-OPIN6S, UNDER SILLS AND C.ONTINUOUSL Y ABOVE PROJEC.TIN6 TRIM PER CBC 1.2 4 ROOF Fl'<.AMIN6·--- DBL TOP PLATE --~ (2) :2x4 BACIQ:R----..Lf~➔ ~+--PLYJl'IOOD SHT'5 PER PLAN 2x€> FASCIA l'IIITH SMOOTH TROY'iEL STUCCO OVER 2x STUD FRAMIN6 ---~~(:~Tr. :":'.'.::=~::::\=::J+:'.s:/====::;;_~--'k lx:2 --------~~ FOAM 05EE 50FFIT---~ APPLY AFTER 6RO/l'lNCOAT e, S/4"R 1211 I 1/2" Ii" I" COLOR COAT 1/211 ~--1/e," SMOOTH TROY'EL STUCC.O TYP. EAVE DETAIL SC.ALE: I" = !'-on Q _, .,. . J Ir -' () -- ' i/8" STUCCO XTE!'<.IOR FINISH Y'iEATHER- ISTIVE BARl'<.IER -------• y PRE--C.A5T TRIM AND SILL ' T.O.C.J F.F. ---... I I I I I ', -.~·, "'" ' '•, ,, ·•., \. •., ~,> ,, ' ,, ·, .. ''--,,>¾ ·,, r .. , . f ' r "' ' ' ' ;. '"" . ' ' ' ' i ;' □ 1', . ' . ' ,. ' " 11 11 I 11 I 11 I I I I 11 /2\ ~y I ... ,., .. _ .. ---····-··-·-·+ . ,~ ................. ' ,,,,'-. ', " I' '-. ,,, ', ', ,, '"' ",-...·· ' ' r:''<<. ',,..,_··, . ,, ", '" I= .. ,, ,,. ,, ' ~ t ; t-• :. ' - /5\ROOF \!'Y ~L I I Ii I I 11 I I I! I I 11 I I Ii ', ' ~ Bl ,, ' ~: f'¾, '-:'. ·," .. ' ·, ·,," -..., •. . '· . 1 •• , ' ' ;,~ I ' ;«~ ~ 12 ~4 ' ! I I I I I 11 < ', 1 I I I I I e,'-O"v,,i x "'t1-0nh Y,000 - 5-SECTION, ROLL-UP 6ARA6E DOOi< HOA ROOF TILE NOTES 1. ROOF TIU:5 MUST BE DOUBl..l=D AT HIPS AND RID6E5 2. TRIPLE HIP ENDS l'IIITH MUD STOPS 2<!'-4" (2'15 SS') MAX. RID6E HEl6H.T. ,. ' Ii /'is\ 1!' I. " I '-PY r I . ' r ' '· I ,'-._ ,". ,,, I '· '" I 'i ' ~'.' ..... ,....._.,, ' . i ,, ·, '•, : . . . l ' I 11 I 11 I 11 I 11 I I I ;! .. -··· -· ,, "' ·-... '~~ .... -... .. , ''-. '· ' ,, "<_,, ,, ',,_ ,, ... 's.....·...; ,, . r·.,-·· I I I I I I 11 I 11 I 11 I ~ 4 - -/ -~ ~ •· ' , , PL. PL. HOA NOTE NOTE AU.. EXPOSED FOUNDATION AND PLANTER rw..L5 TO HAVE SMOOTH TROl"IEL STUc.CO FINISH ·-·~-···-.. .. ,. ,--... ... .. l ' ,. . . ' . ' "' ,,. " I~ ' ij t--.. .. ' ' ,, i-~ ' I •,., ,>·, '"'"· -,>,"'-,. ,~'<'-. ,· :~-...:·-..., '-.,,0, ' ', . ....... '-,_ .. ' ' L/ ,, ' ·,, r-. ... : ... ,. ' '-"-... , ',. ''-' '~ ! ,, ,, " ' " " ,, ' ' ' ,, ,>. I . .,_ ,. '. ' •, ,. ·-If' :> ', ·, ' .. ,..,. -, ,, ', ' ., ' ,, ~ ' 1,.'; fl'. ,, ' ' . -._ .... , ,_ ,, ,., '· :f ' ' ...... '. "·,,:·-....... ' •,., ''-<_ '-.__ ,, '· ' ""' ... :,...._ F.F .. ' ' ' '· il PL I ·ri -.. ... . l I . '..,.,,; i:,...-. I ' Fi ' I I~ i ' ' ,, '""..: -' . r ' I ' ' I= ,,. ,. I 1 I : I ' 1:-" "' F.F. ' I . REAR ELEV A TION SC.ALE, 1/4" = l'-0" , 2<!'-4" (.2<!S.5S') MAX. RID6E HEl5HT DUAL 6LAZED l'IIINDOl'IIS 12 BY, 1"EL.L.A' DESl6NER SERIES ~4 FRAME C.OLOR, "MAH06ANY" I 1/4" 51'<.lilES /l'llTH TRUE DIVIDED L16HT I l. 2x FASCIA /l'llTH STUC.CO OVER SHAPED FOAM BOAl<P l'IIITH STUCC.O PL. OVER APPLY AFTER _ ~i / : ' BROJIIIN C.OAT -SEE :y DETAIL ON THIS SHEET S) <-+---i/e" THi<. SMOOTH TROl"lEL STUCC.O FINISH -TYP. "' _, lr N --. -----. -----F.F. PL. . l --r-' r--f 11 11 all T ~ ,r I I 11 11 1, 1t IL JI " 11 11 ,, " .. / ' I II V ·, / ',r-' ' / " ,i:., 'lr --'ir -JI I 1 11\t-+-il1 ,.,-,,.. 1:t=ri:11 1a11 11 ,_u 11 11 ./0 111~ , : I: !l~! :~~~i_il~ : !LlJl: I t:L:l_-l~-1~_:J l~I-~-=-JJt: 1,1 I II lP iP~r Tl-II I In I u:, c:~------------~ I I I I JI I II I f--.1..1 1..1.-1 I II I II s "'\;;;===========--7 I , , , 1r14: 1 i-.-,=, .... ➔ 1 n=+1: 111 , • I I ' I ' I ' I = ,&) _, " APPROVED It AVl/',RA POINT ARCHITECTURAL COMMITTEE I 1l11l11llllllll11l11; I n v r11 ! .. .L~.Li-~ ! ,r=ttJ . -~------~ : 264.66' F.F_~'-___ ,. t==1· "'--------' if 1 2ti4.0' F.6. L----------------•----------------------~-----•-----......... FRONT ELEV A TION SCALE: 1/411 = I 1-0" These drawings/clans and related ~cifications are in genercil conformance witfl locol buildi119 code requirements as well as the 2016 California Building standords cede: 2016 California Buildioo. 2016 California Residential Code. 2016 Colifomia Electrical Code, 2016 Califomlo Mechanicol Code. 2016 California Plumbing Code, 2016 Califom1 ia Energy Code,d. 2016 California Fire coae-and the 2016 Ca ifomia Green Bu1I 1ng Standards Code. Signed: ~~. Wll.1.IAM ~~~~ PREPARER JUNE 5, 2019 DATE Firm Nome: STOFFREGEN-FULLER &: ASSOCIATES. INC. Firm Address: 27112 CALLE CABALLERO, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949) 493--0660 ----·------s ---· ••• (I.) u ~ (I.) "'O • l"""! rn (I) ] ~ E-< .....-1 ro on ~ (I.) rJ')_ a: cc LIU a: ~ t-z 0 a: LL RAWN (!) z z z < -' a. w 0: ::, ... 0 w ... :,: 0 0: < d ..... s ..s ..... ca ~u ~ .g • l"""! ,.c ~~ ~8 ro t ~ . ..., ro ti • l"""! d > ta < • .-< < 0 O'I N ..... 0 ~ UJ z 0 -t-cc > LIU _. LU Al< 2/2/201<! PROJECT NO. li-E:>51 SCALE AS NOTED SHEET A4 .. 0 Of SEE SHEET A4.0 FOR.FASCIA DETAIL (2'\HIP le\ ROOF ' ~~ ~----~~~rY_"_o_J/'IA_LL __ _,EJ ----------•~--. -------::-=------ ~. ~~-=====· ====~=~=--------~=, ''-.:,------------------------------------,..,11 12 '"'f--======-=-=------------===p==--✓/ 4,-- SEE SHEET A4.0 FOR MORE INFO. --------- NAT. eASA _ "-J 2bc:J.54' l"'F ~ -, ~ L. ..., I 2'1'-4" (2'15.55') MAX. RID<SE HEl<SHT 12 .4.-- ""'-TYP. i/i:J" STUGGO EXTERIOR FINISH OVER l"IEA THl:R- RESISTIVE BARRER~ .. '!;. -----. --. . . . ---. - . ' -. / 'i i -□ IHHr.: . . " :mm: '· ,, 12 :---,4 ---- ----------'--- -· .. 1 -' = 'i'---, ;---1 I I l l . ' ., >·",,/- / / -;>-· ,./ j ,,,/ >~/ ]~ .. r -----POSTS AT fl. / '\ b 4'-0" o.c.~ / \ - /MAX. TYP. I I I .-------------1,~~ POOL EQUIP J/'IALL '-, .._ ~, ~ '-... ~ 'r-51:E SHEET { II ,swe,e,o 9 L---, "' M.O FOR \pyscREED 5' Hl6H CMU---ai !ll ~"'~~ INFINITY EXTERIOR fll\llSH I\IOTES f'ru:lVIDE 2 LAYEl'?.5 OF eR.ADe D PAF'l=R (FELT) OYER PLYJ/IIOOD SHEAR J/'IAU.5 ALL EXTERIOR J/'IAU. FINISHES SHALL !51= IN ACCORDANCE Y'!ITH C-6C-AND TITLE 24 STUCC-0 LATH AND Dl'<YY'!ALL SHALL 6E NAIL.ED TO TOf' AND 60TTOM PLA"TES PROVIDE 2" C-LR. FROM STUC-C-OED TRIM TO l'IINDOY'! FRAMES Fl.ASHING NOTE Fl.ASHING AT VALLEY AND VERTICAL C-ONFl6URATIONS Y'!ILL BE IN ACCORDANCE Y'!ITH C-BC- Fl.ASHING NOTE 2 FLASHINe SHALL 6E INSTALLED IN SUCH A MANNER 50 AS TO PREVENT MOISTURE FROM ENTERIN6 THE J/'IALL OR TO REDIRl:CT IT TO THE EXTERIOR. FLASHINe SHAI-L 6E INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND i"IINDOJ/'I ASSEM6L.IE5, PENETRATIONS AND TERMINATIONS OF EXTERIOR V'fALL ASSEMBLIES, EXTERIOR J/'IALL INTERSECTIONS J/'IITH ROOFS, CHIMNEY, PORCHES, DEC-KS, BALCONIES, AND SIMILAR PROJECTIONS AND AT El!JILT-IN 6UTTER5 AND SIMILAR LOCATIONS YIIHERE MOl511.JRE COULD ENTER THE J/'IALL. FLASHIN6 J/'IITH PROJECTINe FLAN6E5 SHALL 6E INSTALLED ON 00TH SIDES AND AT THE ENDS OF C-OPINeS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECT!Ne TRIM PER C6C '--, ' MORE INFO. il'iALl.. I'll/ SMMOTH EXISTIN6 -"' = ED<SE '-, -..;.._ TR.01/\JEL 511.JC,C,O eR.ADE 'q,,_&;'' PL. '-' = --FF OVER . ~ ""'-~eLJTTER L------~=~~~========l-=====~~===--i====a:al,,;.,;==;;;;;.;,.;;==;;;;.,;.;;;~~~=~;;;..,;,.a;a-,b.-----........ r-1--~~---,-~~/G~:__,,, ,---1 ,---, I I I I . ' 12 4,-- RIGHT ELEV A TION 2'1'-4" (2'16.66') MAX. RID6E HEl<SHT 12 --i4 - 12 4,-- ,111, ~, / ' "' I !_,/,. ~r i---1-"'---~,,,,l"'-;..._, I 'f POOL. l),3/'zt>1r' <'I ·• . I I L_, I I I SPA I I ~ ., r -.J I I I I I L ______ ...J I I SHELL I I I L---T~----------J .J L_ .. L -----------------I --___ .J ----------------- HOA ROOf TILE NOTES I. ROOF TILES MUST 6E DOU6LcD AT HIPS AND RIDISES 2. TRIPLE HIP ENDS ~TH MJD STOPS HOA NOTE NOTE ALL EXPOSED FOUNDATION AND PLANTER ~5 TO HAVE SMOOTH TROl'IEL 511JC-C-O FINISH , . .J:b.. ~------------- SEE 51 IEE, A4.0 FOR FASC-IA DETAIL '1.----'r ~~ - /II'\ ' \p!./ -----F, F .. ~··-···:·. :.· ·Jc . _ ··-·~~· . ; -, , '· ' /□ i l 1 ' ! l ' I ~ le\ ROOF \ DI J TO J/'IALC" _;,, / (2\HIP \?Y () ::, ..,. a ::, Q I I I I '-i F.F. '-t PL. = J ..,. I \ I~ -1_ --· ,, L_. .. iL. • )I l i '"1 . i ! '' .I ! ' ' ' -. I. - , I~ ...... · ic· . _, IO'DIA- Fl<E-C-AST COLUMN \ ' ./ ' I 1 7 ----------r------===-:--====--====,--,-::==11===--=====--:--==~-_.::,,,~--__ F_.F_. -----'!. ------PL. I • ~ ' il :i 1;· ~· w, ' " .• I~ ,, DETAIL TO BB MATCH EAVE . TYP. ii~" STUCCO_/ EXTERIOR FINISH 0 1LJ □ OVER i"IEA THER- ✓ RESISTIVE BARRIER □□ ' " ; - , IF.,.;c:Jf. 7if---4-40o AMP aEC-SERV. -= ::, .,. ------+-PILASTER AND JillALL PER PLAN T .O.C./ F.F. APPROVED • P'iJIARA POINT ARCHITECTURAL COMM\TTEJ:i: -r " , LL --=so :i"6, INFINITY __ 5, Hl'5H CMU (ii'\~~ , ... ·"······ ······'· -. , --... , y: :RYER ,'c, ~.s, ED'5E -EXISTINe -TOP OF J/'IALL I'll/ SMMOTH \.E'!./ ,, / ~ VENT ~ eLJTTER_= . , 6RADE POOL COPIN6 TROl"IEL. STUC-CO ., ,; ·'--~ \,°1'-,--+.---,,-J.. ______ __,__,,,__j ,~~F;;;;.F;;;;. ;;;bd-6a,=a:,OVER~a==========F===""""="""'_,_,...._...,,,,....,b._.i.,i!J." ..,,...,..gi,;;;;;;,..,.;;;,....f,;;;;;;;;;t.,...~j_-..lJJ...."""..Jil.;;;;;;.....,..~:.,__ __ __J id;.._..}.,.. ' I . :;z,,,,;~,.,_;.;i!i9p~7-...,.;"'--_., I "' I I I I : I I I : I I POOL I 111 SHELL I 1..--L_ _.J I ------L ----------J ---------------------LEFT ELEV A TION SC-ALE, 1/4" : I '-0" -------------------- These dn:iwingsfplons and related soeclfications are In general conformance witn local building cod"e requirements as well as the 2016 California Building standards Code: 2016 California Building. 2016 California Residential Code, 2016 California Electrical Code, 2016 California Mechanical Code, 2016 California Plumbing Code, 2016 California Ene_rgy Code 2016 California Fire cooe and the 2016 California Green Buftding standards Code. Signed: /!at,.. fa 'Mt,,,0. ~~ WILLIAM 0. STOFFREGEN-- JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FUll.ER & ASSOCIAlES, INC. Firm Address: 27112 CAI.LE CABAIJ.ER0, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949} 493-0660 Cl) u ~ (l) ~ • l""'I en (l) (!.) ~ ~ ~ ro 00 ~ t1) 00 -a: ~ Ii:: Ill I:\ '1) :z i'i d 00 iii z iii it; -fl ~ -::.: ~ • l""'I ~ ~ (!l z z z < ..J 11. w a: :, l- o w ... :r: 0 a: < ti! .... E c.8 ...... -ti! u '"O ti! ,£:) Ill -til u ~ ~~ ~ ...... ro o • l""'I ti! > -~ ~~ 0 0\ N ..... 0 ~ (I) z 0 -t- <( > LU _. llJ 0••WN i"I.J.STCiFFREeEN DAlE 2/2/201'1 PRO.ECT NO. 1,-e,51 SCALE AS NOTED SHEET A4.1 OF REAR PROP. LINE -FRONT PROP. LINE ITYP. ~ ~ FINISH GRADE ~ ------------- =============> i::=:j ====::! =• 1= I <O "--_ EXISTING CMU WALL-----...___, cJ ; -.. ~ '¼ , ' = 'l,"'<;'il~ ~ I.~~ 'I," . --~--------------------------- - • EXISTING PILASTER -=:f L-----.----_d_J ____ J -- ""--EXISTING~ CMU WA SOUTH ELEVATION OF NORTH SIDE YARD WALL SCALE: 3 / 1 6" 1 '-0" ~ 6-FT HIGH CMU WALL • ID 0 I I t SM001H TROWEL~ <O <O CCO OVER NORTH ELEVATION OF SOUTH SIDE YARD WALL SCALE: 3/16" = 1'-0" ------------ C -- W' C c-------------------------'_J ====J ~ EXISTING "- CMU WALL , 5' HIGH 6'-0" MAX T.S. ~E SPACING \ ~ -3" CLR. BOTTOM RAIL TO F.G. '-lYPICAL 1" SQ. 'V T.S. BOTTOM AND TOP RAIL 1-5/8" SQ. T.S. POST NEW 5'-6" HIGH PILASTER TYP. I FINISH I GRADE NEW 5-FT -HIGH CMU WALL W/ SMOOTH TROWEL STUCCO OVER NOTE: FRONT---< PROP. LINE GRADES SHOWN ON GRADING PLAN TAKE PRECEDENT. 7 'l,,Jl'-f',. 5/8' T.S. PICKETS SPACED SO A 4" DIA. SPHERE , CANNOT PASS 1HROUGH REAR PROP. LINE ~~~ '1,'> • ' 0 I "' APPROVED AVIARA POINT IT,,~TURAL coMM\TTEE. ARCH -" These drawings/plans and reloted specifications are in general conformance with local building code requirements as well as the 2016 California Building Standards Code: 2016 California Building, 2016 California Residential Code, 2016 California Electrical Code, 2016 California Mechanical Code, 2016 California Plumbing Code, 2016 California Energy Code, 2016 California Fire Code and the 2016 California Green Budding Standards Code. Signed: ri)d;,,,,,.o. ...__.. WIWAM D. STDFFRE~LAN PREPARER JUNE 5, 2019 DAlE Firm Name: STOFFREGEN-FULLER & ASSOCIAlES, INC. Firm Address: 27112 CALLE CABALLERO, UNIT B SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 Q,) u ~ Q,) ""CJ • "1""4 Cl) (l) Q,) ~ ~ .........i ro bl) ~ Q,) VJ > w ,;,:l ..... s c.8 ..... -,;,:l ~ u ~ "Cl ('j • ..-1 ,.0 0 00 -~ ~ u ro ~ (l) Ea > ..... l--< Ci • "1""4 ('j > ~ ~ ..... > ~ 0 0\ N ... 0 >--4 (/) z > w _. w 0"Al'"'W. J.STOFFREGE DA1E 10 9 2018 PROJECT NO. 17-651 SCAL£ AS NOTED A4.2 _. I I rr.------- 4>-·-•--l ~---·-"·-· ~ A __ _ ~ fr. --'.J I I I I I I Y'lOODFRAMED CHIMNEY ~!TH SPARK ARE55TOR ( MULTI TYPE B' VENT) ii 11 I II' I 11 11 I I I 11 11 I ~ bs,! -1 w-, i1 --=--I I 'I I I I 11 ll~--24"xl21' G.I. ¾RfENED ANP LOUVERED DORMER VENT <S.I. (10) TOTAL AT UPPER ROOF (;)T DI "'-----------~--------- I I 18'><"1" <S.I. 5CRcENED AND LOWERED DORMER VENT I I ! I 0 r~--~~i I ii _____ II .P:==~~===;i 11 1! 11 ____ _) □ I~ 4, 12 PITCH -T"r"F'. U.N.O. ON Fl.ANS :24''xl:2' e>.1. SC,REENED AND LOUVERED DORMER VENT RIP<SI; (IO) TOTAL AT UPP!:R ROOF-_j 1·1.,_ ;i --=-~---- Lzt.ij;i RID<SE: / ' . , n ,---_J ------·-· ill I I I I -~ :2 DI ROOF PLAN 5CAL.E: l/4" = 1 '-0" ROOF NOTES ATTIC VENTII.ATION CALCULATIONS l..Oll'lER ROOF AT ~, I. DORMER VENT, ( 2 ) REQUIRED SIZE, IB"" x q"h APPROX. FREE AREA = 15 50. IN. 2. C-OMPUTATION 1q3 50. FT. ATTIC--300 = h4 50. FT. ( q5 50. IN.) OF FREE AREA REOUIREP. ( 2) IB"xq" 1/2 ROlJNP DORMER VENT = 150 50. IN. FREE AREA TOTAL FREE AREA PROVIPED, 150 50. IN. ( 1.04 50. FT j UF!'ER VENT'ILATION 15 50% OF TOTAL VENTILATION PROV!t>ED PfR COPE MINIMUM 40%, MAXIMUM 50% LOll'£R l'tOOF AT o5ARAl9E, I. DORMER VENT, ( 4 ) REOUIREP SIZE, 18"1"< x q•h APPROX. FREE AREA = 15 50. IN. 2. COMPUTATION 531 50. FT. ATTIC, -500 = I.TI SQ. FT. ( 255 SQ. IN. ) OF FREE AREA REQUIRED. ( 4 ) IB"xq" 1/2 ROUND DORMER VENT = 300 SQ. IN. FREE AREA TOTAL FREE AREA FROVIDED, 300 SO. IN. ( 2.0il 50. FT) UP!'ER Vl:NTILATION 15 50% OF TOTAL VENT'ILATION PROV!t>ED PfR COPE MINIMUM 40%, MAXIMUM 50% UFFEk~i I. DORMER VENT, ( 10 ) REO'JIRED SIZE, 24">'1 x 12'h APPROX. FREE AREA = 100 50. IN. 2. C-OMPUTATION 1,886 50. FT. ATTIC -900 = &2q 50. FT. ( qob 50. IN.) OF FREE AREA REOUIRED. ( 10 ) 24"xl2" 1/2 ROUND DORMER VENT = 1000 50. IN. FREE AREA TOTAL FREE AREA PROVIDED, 1000 50. IN. ( b,q4 50. FT J UPPER VENT'ILATION 15 50% OF TOTAL VENTILATION l'ROVlt>ED PfR COPE MINIMUM 40%, MAXIMUM 50% NOTES ATTIC VENTILIATION GALC-5. PER G!'lC R80b2 le"xcr SJ. 5Ci<EE:NED AND LOUVERED DORMER VENT I 18" E+----T'T'FlvAL FASCIA 2·PECE CLAY MISSION TILE SHINGLES INSTALLATION NOTES I. .:2-PIECE MISSION, S'TRAl6HT BARREL MISSION TILES 6Y, MAl<.UHACHI CEl<.AMICS OF AMEl<.ICA, INC. (MCA). IAMPO ES #0556, CLASS 'A' l<.OOF .:2. PROVIDE 1/:2" Ct>X PL YV'!OOJ:> SHEATHIN6 (MINJ AT l<.OOF (INCLUJ:>IN6 OVEl<.HAN6S) 5. TILE NAILIN6, 10 PENNY, II 6AU6E, CORROSIVE l<.ESISTANT 60X NAILS; I PER TILE 4. PROVIDE 90# FELT IJNDERLAYMENT LAPPED :2" HORIZ. 4 4" VERT. INSTALL FER MFR. SPEvS. 5. PROVIJ:>E SHEET METAL RISER STR.IP/BIR.J:> STOP AT TILE ENDS. 6. CONCRETE TILE TO 6E INSTALLEJ:> PER MANUF. SPECIFICATIONS ANJ:> DETAILS. 1. Jllll=l$HT OF TILE, 10 1..65. EACH/ 1000 L65. PER 100 SG. FT. ALL FASCIAS TO 6E PR.OVIDEP V'!ITH SEAMJ...ES5, 6.1. METAL, OR. VINYL RAIN6LITTERS ANJ:> DOY'lNSPOUTS. PAINT TO MATCH FASCIA. ( NOT SHOV'!N FOR vLARITY ). STYLE, 06EE NOTE, D15TOR.TION5 IN THE LJNDRLAYMENT 5HALL NOT INTER.FER!: l"IITH THE ABILITY OF THE 5HIN6-LE5 TO 51::AL. FER C6C 2015 . ALL VENTS TO BE PROTEC.TED J/IIITH MAX. 1/4" NON-C.OMBLJ5TABLE, C,ORROSION-RE515TANT, METAL MESH. ROOF OVERHAN<S, AT !;AVES, 18" U.N.0. AT RAKE, 18" U.N.O. HOA ROOF TILE NOTES I. ROOF TILES MUST 6E DOIJ6LED AT HIPS AND RID6ES .:2. TRIPLE HIP ENDS l"IITH Ml.ID STOPS E--.+-'----LINE OF~ B!:LO~ I . I I I I I 7 ---.. ---- l8nx'1'11 6.1. Svi<EE;NED AND LOUVERED DORMER VENT I'•.•_: ij ' ii ~-~ I _J-=+·-· -~ ~r-f+-'----Tr'F'ICAL DO~NSPOUT • .f,0-f!ARA pO\NT ARCHITECTURAL coMMi I These drawingsfplans and related specirlcations ore in general conformance with loex1I building code ~uirements as well as the 2016 California Building Standards Code: 2016 California Building, 2016 CalifomiQ Residential Code, 2016 California Electrical Code, 201 6 California Mechanical Code, 2016 California Plumbing Code~ 2016 California Enecgy Code1 2016 Colifomia Fire Code and the 2016 California Green Building Standards Code. Signed: WILLIAM o. STOFFREGEN -I.AN JUNE 5, 2019 DATE Firm Name: STOFFREGEN-FULLER & ASSOCIATES, INC. Firm Address: 27112 CALLE CABALLERO, UNIT 8 SAN JUAN CAPISTRANO, CA 92675 (949) 493-0660 Q) 0 ~ Q) ·'"d • 1"""i r:fJ. Q) ] ~ E-i .....-1 ro bi) ~ Q) r:J')_ LL 0 0 a: DRAWN "S •,-i ~ ~ "' 2 z z < ..J 0.. w 0: c:, ... 0 w 1- :r 0 a: < ell ..... s ~ ..... til u • ""O ell ..0 Cf.I -!a u • ro ~ ~ ..... crj cl • 1"""i cd > -~ <~ 0 0\ N .... 0 ~ OATIS :2/.2/201'1 PROJECT NO. 11-651 SCALE A5 NOTED SHEET A5.0 OF LlcSHTING BY OY'lNER +---4-MIRROR BY OY'lNER COUNTER AND MIN. 4" 5FLAS BY OffiER SINK J.1.C.. POWDER SO"OYENS KITCHEN I . : . "75" C-L KITCHEN FIREPLAc.E 59" Y'llDE GREAT ROOM 'I 1 MIN. ···--,-- () :r 11) ARCH HDR.@ 8'-0" SPRIN6 @ 7'-4" I ' : I EAT BAR 12:t• ) ISLAND CAB. 56" HI.SH OPPOSITE SIDE SIM. r = 11) _, " MASTER BEDROOM 1 STAT. KITCHEN ' SINK ' - J I I I ISLAND C.A6. 56" HI.SH □□1 DD i I - ID □ II ' 1! j Cl'-O" C,L'G ' BUTLER PANT. FIREPLACE 59" Y'llDE -- ij ' -'I' ' = I ~, ~ = ,;- N TUB BATH 1 i \ ' ' ' . f ' . ' l ; ' . ! ' -------" BUTLER'S PANTRY < • • ___ • ___ " ____ • __ ~ V • I > > > -• A - ' z ) / DINING d 1/ /f . ' l ; i } ! i :24~ r--------' j 1------1' JAIINE SINK -=t'-0" C-L'e, BUT. PANT. . ~ ~ lbQ_~•-::c llrSl¼TI.11~ ... I )1 I\ I// ~--".-r· -. r--:-~. J\1 1 \I ~u: : i-, 1J, 1 , .. ,• •LJ· I'\ ',----------+----' : o . , c_ ,_ .. , ---·• I \ ,.___,~_ SINK AF<.c.H J ~ I I ll) GB I l • l ' ' ' ' : I ' ' ) 1 1 i I I l ! lfi ' I ' ! . ' ' ..l +-' J_ _, l -I ,.. ----f r ---a ' l'I i l i ; ' ! ' I i ' ' ' ' ' ' i ' ' I I ! ' 4 ' -"--1 t"" --' I i ! ' ' ·lcLOTHES i ' I I i ' j POLE@ +12" _, " ;i SORTING-\I) x COUNTER ·.---- = 'F I (1) Um: I I V .... I I I: :l!fs'!'ATJI ,i) 0 0 -.. i [J . x I ' j i i,-r--; l1) 41_'111 C,LR. VERIFY .._ _____ .../ ~.:&..-~,--------.. .. SINK LAUNDRY = Ill I i,- COUNTER CABINETRY NOTES -CABINET DOOR 4 DAAJl'IER FACE DESlcSN 4 51YLE BY Ol'iNER CABINET CASIN<S SHALL BE PL. YJl'IOOD. PARTICAL SOARD NOT ALLOl'IED. ~ DIMENSIONS TO BE FIELD VERIFIED PRIOR TO ORDERINcS OR FABRCATION. -CABINE1MAKER5 5HOP DRAl'l!NcSS TO BE REVIEY!ED AND APPROVED BY O!'IINER PRIOR TO FABRICATION. -ALL EXPOSED CABINET MATERIALS, INCL. DOORS! DAAJl'eR FACES, FACE FRAMES, ETCQ BE OF STAIN cSRADE MATER ALS AS SELECTED BY 1.P. AND APPROVED BY OJl'lNEI'<. -ALL CABINET HARD-RE INCWDIN<S HINGES, SLIDES AND PULLS Y'llLL BE SELECTED AND APPROVED BY 0-R. -CABINET TOP 4 5FLA5H MATERIALS TO BE PRE-VERIFIED AS TO TYPE, PATTcRN 4 THICKNESS. MATERIAL 5t!Al,.L BE EITHER GRANITE, CERMAIC TILE OR SOLID 1'!00D ( ~NUT OR TEAK). OY'lNER Y'llLL SELECT AND APPROVE COUNTER TOP AND 5FLA5H MATERIAL. -BATHROOM MIRRORS AND -LL MOUNTED DECORATIVE LlcSHTS SHALL BE SELECTED AND APPROVED BY OY'lNER. -ALL ~UIPMENT/APPLIANCE SPECS. TO BE VERIFIED PRIOR TO CABINET FABRICATION. -CLEARANCE TO BE PROVIDED FOR APFLIANCE5 o COMPONENTS ACCORDINGLY. ~ :l, SINK \I) I in ~ ARCH HDR.@ 8'-0" 5PRIN6 @ 7'-4" TUB AND SFLASH 'I' DD lJD DD BY OY'lNER N \I) (1) = 11) I i ' ' N , ___ _____ _] ,i) = ,;-,;- I d) ~ f- = i[ Ill ~ \I) ll\ ' " • AVIARA POINT ;,,RCH\1ECTUAAL coMMlTTEE 2411 MICRO. 4-a" COOKTOP SINKS KITCHEN MAIN LEVEL INTERIOR ELEV A TIONS SCALE, 5/8" = I '-0" ---------------- .J w > w .J SHEET C!l z z z <( -' D.. w a: ::, .... '-' w .... :c '-' 0:: <( UJ a: 0 -a: w 1-z - A6.0 OF I' m ► :u :u m (') 9e,11 @ 'oi . lj'I ~ -------=-------._,_ ----;;:---~----------·--~----= ! (i\ 'c[ll] ' . 61-on '~"8~ i 'i:8~ rn ;,;s~ ·~s[Ol ~ -8 r: - 101-011 ~ 1.J~ ~I\\ ~ LlLJj fITJwl LlLJj ~ LlLJj J I 9E>" ,L 1e" .L 42" J ii\ g ::u m 0 0 @ I: • m m C I\) :c :,, .... .... lj'I ~ 9611 ~ )> ~~~ ~~~- ill ;ii ), ),Z ~CJ cii-011 " OJ3: OJC -{--<(ll ()~ ()I !~ !~ @=::] @=::] @=::] 7 I l "" - r. .... ,cc,,,,JI rr_,:·--•· fl i ....... ··1 ,-..... -·. -1~,r-·····--·1 :r· I . --···· -•. lli--v-1r-"lr'...Jtv4t--"lvf-' 1 ···· -· 0 -vrv I " ~ ' < :u m :,, -I -0 - ~II Ii I i ~~.A,__, , GJl-olt t-~) ~ C: ~ .,, ; .,, cil m • II :a I Cl ....... m < m I""" ..... z -I m :a ...... 0 :a m ..... m < ► -I -0 z U) z :u I! • 111: ,-. Cl) -I m :u m m C I\) 11 ~~ ~r \) )> m (\ rn --~---- ij\o d\ 0 -~--- 1t ~ ij 2r ~~ rn -----· ij\o V These drawings / Plans and related specifications are in general conformance with local building code requirements as well as the 2016 California Building Standards Code: 2016 ColiforniQ Building Code, 2016 _California Residential Code, 2016 California Electrical Code, 2016 California Mechanical Code, 2016 California Plumbing Code, 2016 California Energy Code, 2016 California Fire Code, 2016 California Green Buildi_ng Standards Code. Signed: I.L/M{,U,,,, /J. /W~1$ 06/05/2019 WILLIAM D, STOFFREGEN ::: A PREPARER DATE Firm Name: Stoffregen-Fuller & Associates Firm Address: 27112 Calle Caballero, Unit B '£ 6 ► 0) • !ii 111111, San Juan Capistrano, CA 92675 949-493-D660 ~ -0 0 ~ ■ REVISIONS "' ,. e ;;j m l!l/9\ HVAC. C.0Rl<EC.TION5 0 ~ z [ ,, )> IJ ill U) :::, ~ cl z () II-~ j ii1 Ill () \J :ii m z 'I ' i I I ii I :J1 1,. 'I l I 1 11 I II I I )'• ,= Lie . ~ ~4' '''l. ::£ .. 1c1'f,/;,,_,s,«-,1,, n1 9611 ':t~S (). ~ }: ~ iii ffi U) ill ill~~ ':t1 1! -=1•-011 m ► -I lj'I ::c ~ CA) g :a m 0 0 @ ~. ' -i C\f:i-\.:JI I ,I' ; -. 7 t ~ 11 ~"----J I ~ !, ::3i:!:>!I lj'I ~ OJ3;(\ -<zO ()' ~ }:~iii ffi U) ill ~~ Gf 1-011 OJ3: -{ ;ij () e: i:;11 .• ~ ~~"' \ ~ ·o ).? ~o, O :vi_J O :5. . :n~· -..,__ O ,. z r" . ...._...l#'s:.-··· .. 0 -\ :;:r. ~ , ~c: c,_· Pl o ~ m ·► .... ~ :'1 ,,<'-.::; 'I ~ ·':ifl4 ~ y/> ~"' . . ;:: ·,~ ___ ...--3' ~/ :l ~~:::-~::.:·/ . ,, m :c ... DA'TE 4/15/1<! UPPER LEVEL INTERIORS mr--<-ai }:- ffi~ ill OJC ~* ~-!II~ The Sehgal Residence A viara P(l)int Lot 290 A viara Drive, Carlsbad, California I I I I I I I I I 0 §~~~~I i~l~i ~~ ~~~ ji ii ~ii i ~~ ffi~ ma >~~~ffi m~ ~~~ ~, ~5 ijffiffi !!I !: ii ~~ ·~~~~ ~ffi ;~~ ~j ~! . ~8 ~ . I) -c-1 ~ ftl3:Z., el;c --(\ () Zill .,.. C\>" r~-A>-lfl 1--~m O {!' .fl:!. ie,,a m ?i~ ijai ~~gjl! !~ is~ ~~ ~ g!o ~ ~ ~> ~), ~r;:~~ ei 0 mffi ;o~ pi t~ ~ < ~ <JG <Joi'ii "' ►()3: l" 1J ~ G m ),~ l>i0$~ :!/i~ ;!l-'11~ 5~ < l!l;o lJ/ ()' 31i!= 1~-iii lr-o'!liii ;u~ !ll ;ii:I! ~ ~ ~r ~c~~ ~~ ~~~ clj ~ ~~ ;o . !-" ;;jX ~G~~ {!Ji¥i G(JIUl 11--1 \J 8'1 :i: cl _15~ (\~>.... IJ!~ ~1~ ;\:a ;!I ~m -11 OJiil oor-o -'<z n lliw -\ii C !!I -<\l ~\l fl! of\1 ~ . ! ('\m i ~;z: i ~ i§ ~i!l !: ~!B g~ cl ~-i IJ! 'ii !l)~ a~r-n, . C jijm ;zm O l>-< ; lii . .... ;~~~ ij ~I ij ~ ~~ ~ ill ~ G :;11 =iJl ;e U) > ~ >-< II Q r-u>nlffi!,ll O ;i;; G ~ ~~ I) ;o -11► II ;o I) Zffi ffi ;::l ~ ij;:r; it; p -n ;u Q/11 ~ V lft (JI;-" -I r;: )>, (Ji :Cou• fr'; S/1 SAN JUAN CAPISlRANO OFFICE " 27112 CALLE CABALLERO #B SAN JUAN CAPISTRANO, GA 92670 949-493-0660 PORTLAND AREA OFFICE 515 EAST CLARK ST. F'ALLS CITY, OR 97344 MICHAEL C. FULLER A R C H I T E C T U R E • P L A N N I N G ARCHITECT -----------------------------------------------------··---·-·- 15 RAIN <S>UTTER-u SEE ROOF FLAN 2x6 FASC.IA --<._ OVER 2xl2 FASCIA i"IITH STUC,C,O OYER FRAMING>-----> -nn 5EC,TION ELASTOMEl'tlC. DEC.KIN<!; OVER FL Yl'iOOD SHT'<S SE!: DETAIL 14 ON THIS SHEET SLOPE 1/4' F/FT. ALUMINUM <SUARDRAIL I 1/2" MIN, 2' MAX DIAMETER POST PER STRJ,!G1ur<""1...._ ___ ___.. MAX. 4'-0" SPAC.IN<S ~ "C.RL" HEAVY <SLA55 FAC.E FLAT!: C.LAMF POST TO <S>LASS RAIN <S>UTTER----➔ SEE ROOF PLAN '\._ TYF. 1/2" THIC.K TEMP. <SLA55 ~ ·_-;,,-.:.:.:'·.". :: .. >:·._, <·< '.':.'. :· ::··, ·:. :·. •· .. ; ,.-.... : ._. ,>·/,:.·,_-:.: ·•·: ...... FASc.lA i"!I STUC,C,O OYER < ( _:,_:: ~-~•:.:'/: >.:_'.;: ·:::::--:,: :::_.: ,:-;·:: '{::••/:;·,:·.·::~/::::::·?_:;>'. ;. --· ' . . .: . . . . . . . · .... ·-.... .. -: .. '·: -:·:_::. :· :: ·:· .. : .' .: . .-·:-_ ::._::_·,~:.·.·.•·•.= ... /.·•\::ii: )}·::::.·. ;,:-·~·,·:\·--~-::~::._:. ·~:. __ ·.-.:· _:. :-· ... _ ...... ·_ .' . . .. : .-·' .. ·.' .. :.:.·.·.·:•._; .. ·_.· ..... ·~ --~--. . .... . . -·· -' . . ., .: -:: _, . ···•:·.•.·>:•, •:: .··.,·.:\\·;;"-·.:_';'~----- . . -. . . : -.. ' : .. _ · .. , . : . •.•. . . . ' : ,. · .. - .. -.. ',-.,,,.:_·::..,.:_... ,.-_.-·:.-··,·_._._~_-·. __ .. ·· .. '. .· ELEVATION DECK GUARDRAIL & FASCIA COLOR SEALER ( 2 C.OAT5) INTERGOAT PRIMER BODYC.OAT l"IITH TEXTURE l"IA TERFROOFIN5 MEMBRANE(2)C.OATS l"IITH EN<SINEERIN5 FABRIC, EMBEDDED ( DECK SURFACE ) ~--------_,-=.:c00~11[btE_ __ .. ---_'::=-:tl--METAL LATH 2.5 5ALV. ---------------\-· -~--·-----·---l"IITH MIN. S/B"-I€, <SA<SE STAPLES l"IITH BOND FLASHIN<S i"IILL BE IN AC,C,QRDANC.E i"IITH C,BC, 201<, MEMBRANE DEC.KING, DECK JOISTS, SL.OPED TO DRAIN SLOPE 6LD16 PAPER~--u EXT. FINISH-->! PLYl"IOOD SHEATHIN6 FLA5H'<S/ C.OUNTER FLA5HINe <SALV. SCREED COAT PRIMER SEALER L METAL DRIP ED<S>E DECKING MEMBRANE TERMINATION FLASHING> ON PLY)'l!OOD DECKING >-;Ma----l"IALL. FAAMIN<S r---lNT, FINISH SOLE PLATE FLOOR 5HT'<S i"lcATHER BARRIER ---+---<S: EXTERIOR FINISH MEMBRANE SYSTEM t--+-EXISTING> l=::::t=======i=::i-i_,__-r,:=======I FLOOR JOIST FLYl"IOOD-~ DECKING> DECK JOISTS LED<SER -SEE FRAMING> PLAN l!t---STUD l"IALL AT LOi"IER FLOOR 'V'lESTCOAT' J/IIA TERPROOF MEMBRANE DEC.KING IC-C--ES ESR-2201 2.5 eALV.-_; METAL L.ATH DECKING MEM6RANE AT VERTICAL SUBSTRATE '114---1---1-METAL FL.ASHING> ( 4,o " L "J FLYi"IOOD SUBSTRATE THE RETURN VENT SHALL BE CONNECTED TO THE HORIZONTAL DRAIN THROUG>H A Y-BRANCH FITTING>, (Si':E 'B') AND SHALL, IN ADDITION, BE PROVIDED l"IITH A FOOT VENT TAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF A Y-BRANC,H FITTING> IMMEDIATELY 6ELOl"I THE FLOOR. THIS FOOT VENT EXTENDS TO THE NEAREST PARTITION AND HENCE THROUc,H THE ROOF TO THE: OPEN AIR, OR MAY BE CONNECTED TO OTHER VENTS AT A POINT NOT LESS THAN b INCHES ABOV!: THE FLOOD LEVEL RIM OF TH!: FIXTURE SERVED, COUNTER TOP VENT THROU<=>H ROOF OR C.ONNEGT TO OTHER VENTS --J~ NEAREST-- PARTITION VERTICAL jlL" ., .,,,--j---FIXTURE VENT FLOOR VERTICAL FIXTURE 2" DRAIN ------'>I 1/4" FER FOOT $RADE C..LEANOUT NO FIXTURES UPSTREAM FOOT VENT I½" D C.0-t-~----------------- A B HORIZONTAL DRAIN 2" A, 6 AND e, ARE Y-61<.ANC,H FITTIN<SS 12 ISLAND VENTING MUD 51 ANc.HO LL i"IIT" " RSOLT FOUND ATION STEEL REBAR A V I I . -I I " LA TH i"IALL FRAMIN<S> XTERIOR MATERIAL LDIN<S> PAPER E BUI ::. K I 5.1. . A i"IEEF SC.REED O 4" MIN, BOYE <S>RADE; 2" MIN. BOYE C.ONc.RETE .. ,, . >1-A .. ' .. -, . ·:, •• .. '' . •, .. • RADE OR :re, ·, ~"!'-. ' .. _i EA ·"I..· . .. , . . . . ' RTH SURFACE • :· ·.: .···, _'({·., ·.t,.. :t-' /j '/ < ·: ' . . ' ; ~~~' ,,. . : .'. : ; . i=::. ✓-@~'~ ~~­~~ X,:, :· •. ·:·. :· ?. ~~ :''· .· _-,·_::~~ ·:··'•'..: .. '-·~ . .. ·•······ .. ·~~' ',·. ' . ' : 1/@4 ' .. '' . ~ ~/ ; ·.. . .·.:· ~~ .;_, ~Y,-~V~Y;~~~ ~~~~ff<~~ i:S-7~7~7~7~ >,~/~ 11 STUCCO SCREED· 21~ MfX, ~ l 7/)/ ----j'\~<ll-'!<Z /,-------------, ----+;:IA Ill llJ NOTE, I 1/4" BALU5TER5 5PACEl? 50 THAT 2 1/2" A 4" DIA, SPHERE --~',~ C.ANNOT PASS THRU 5/e>" PL YV'IOOD -----1--1--~ TREAD5 AT 5TAIR5 OR S/4" PL YY'IOOD AT BALC.ONY S/4"x5 1/2" OAK TREAD -5CREJ/'I TO 2x4 PLATE MOULDINcS>----...;, PER INT. DESlcS>N 5TAIR FRM'cS> PER PLAN <SYPSUM BOARD -ll. STRJ,iGTURAL EN61NEEIR OR tii ~ RAILIN<S> MFR TO PROVIDE lL :;-C.ALc.ULATIONS, TO SLD'<S>, DEFT,, 0 i°'.: FOR HORIZ. FORc.E PER CBC, UJ <ll 2019 PRIOR TO INSTALLATION DD<------------~ -z <ll < !j: Ul ·~/-------~ X -PIC.KETS SHALL SE ~ ~ 5FAC.ED 50 A 4" DIA, d:l :'.5 SPHERE C.ANNOT PASS .THf<IJ IO I-, 4: zz 'f 'f FLOOR F'INISH 5EE FLOOR PLAN PLAN \0' 3 2xe, RISER5 $ HORIZ_ 5UP1"0RT5 MIN. Tl'<EAD LEN<STH TO BE 91;>' ~ . 2Xe> Rl5ER5 $ ~~ HORIZ. 5UP1"0RT5 4" PLY, TREADS UE 4 NAIL -~ 9/ cS>L 2xe, AT BLK'cS> M!D5F'AN MARINE PL Yl'IOOD OR CREOSOTE PLATE FROM ~ 4 I I IL 2 . ,.. ~ . ,.. . X4 PRO cS>RE:SSIVE 9/4" PLY. fl>" J/'IIDE. C.UT STUDS 8 TO 5TAIR SHAPE. cS>LUE LAYER5 $ FA5TEN TO 5LAB f/11/ 5HOT PIN5@ SECTION .2411 o.c-. CURVED ST AIR DETAIL FOR CURVED PORTION OF 5TAIRCA5E 12 4 STRUC.TURAL OVERHANG> ~-+--PL Yl"!OOD SHT'G> ROOF FRAMIN,s,--~ D6L TOP PLATE (2) 2><4 BACKER PER PLAN 2x6 FASC.IA l"!ITH SMOOTH TROY'!EL 5TUC.CO OVER 2x STUD FRAMING> -----lt~t~""'=~~=t=Pt====~-~--i< lx2 ---------- FOAM O<S>EE SOFFIT-----' APPL Y AFTER BROY'!NC.OAT e, 9/4"R C.OLOR C.OAT 1211 1/2" ! 1/211 I" ,._ ___ 7/e," SMOOTH TROl"IEL STUC.C.O TYP, 7 EAVE DETAIL ROOF 5HIN6LE l:l .'l<---1-- "' TO PLUM61N<S> OR MEC,H,DEVIC,E LAP MIN, 2" INSIDE VENT PIPE VENT FIFE - '-l'H---DIAMETER VARIES !"--50L.DERED LAP 5EAM FELT STRIPFIN<S METAL FITC,H DAM 4 3 EXTERIOR FINISH---._ 2 X e, 6LOC.KIN<S --~ I X 6 C.ONTINUOU5 --, <S.I. FLASHING> ANI, C,OUNTERFLA5H!N<S -~ <S>.I. CHANNEL FLA5HIN<S UNDERLAYMENT (SO LI'l AS,T.M. FELT MIN) ROOFIN6 MATERIAL 5EE ROOF PLAN FL Yi-"lOOD 5HT'<S 2X FRAM!N5 (5EE--I~ FRAMIN6 FLAN) 0.. < . ...,.:; a L ., 2X FRAMING> (5EE -----------ll FAAMIN6 FLAN) ~.,,~.._ ROOF TO WALL FLASHING EXTERIOR FINISH--------~ El!JILDIN<S PAPER --------~ 6.1. FLASHINe ANI, C.OUNTERFLASHIN6 ROOFIN6 MATERIAL~ ___ _ SEE ROOF PLAN ---{" _, -: --= ---2 Xe, SLOC.KIN6 I X 6 CONTINUOUS UNI,ERLA YMENT (SO LB A.S.T.M. FELT MIN) FLYl-"lOOD ___ ,-- SHEATHIN6 2X SOLID ___ ,--- BLOc.KIN6 2X FRAMIN6 (5EE ---~ FRAMING> FLANS) - NOTE, PROVIDE HIG>H l"IIND ANCHORS AT TILE INSTALLATIONS i"IHERE REGUIRED ROOF TO WALL FLASHING 2x RID.SE BOARD 9" MIN, C.OYEAA<,E 90 LB. FELT UNDERLAYMENT ~-MAY <SO UNDER OR OVER RID5E OR HIP PLACE TOP OF LAST BATTEN I 1/4" FROM CENTER OF ·RID<SE BRD Cl3ATTENS OPTIONAL) ALTERNATE i"IIND-RAIN SLOC,K, MORTAR HOLD 1/2" FROM HEAD ENI, OF TILE (!} z z z < .J C. w a: ::, J- r.:, w ,- :,: r.:, a: < l--14_D_E_C_· _K_IN_G_D_E_T_A_I_L_· ----..----Ho_us_E T_o_D_Ec_K ______ __,,,..,_1_0_1_N_T_. _G_U_A_R_D_R_A_IL_l_H_A_N_D_R_A_IL-+-6 __ R_O_O_F_V_E_N_T_P_I_P_E ___ ....-___.__2 __ R_ID_G_E_I_H_I_P_F_LA_· _s~~~~~~-r-m-:,-r.,.,..,... I 1/2" I I 2" MIN 1Q2• MAX. INT. FINISH <( 2x STUDS f-AT 16" O.C. \l) IL x 2x8 6Ll<'6 Y'I/ C) \N1 4-lbcl'e TO w EAC,H STUD D \l) I-1/2" DIA. x 2 1/2" f- <( \l)\l) LONl.5> LAl.5> 5C,REV'l x \!)\!) Jl'VViASHER Zz THROU6H DRYV'lALL <( ei- X zZ <It' MTL. 6RACKET d) .....IC) TO )'l!ALL PLATE &~ f-oc& <(_ z ,<( HANDRAILS TO 6E Zf-CONT. FULL LEN6TH -\fl X X Of STAIR. MIN,: I 1/2" 'f' = D C,ROSS ~C,T. DIM. NZ rn -st<( MAX,, 2" AND RETURN TO P05T OR V'lALL 13 WALL ·MOUNTED HANDRAIL z ~~-}'. f<EOCCURS • ~ OF L I.ED<Sl:R 2x6 JOISTS @ 16" O,C,, :l "T/1!," CLR_ MAK rr'P. LANDINe-~ NEl1L.Po5T r+IEREOCCU MIN. 10" TREAD 6ALIJSTER PAINTSRADE (2) FER TREAD HANDRAILS TO BE C.ONT. RILL LENG>TH OF ST AIR. MIN_, I 1/2" ,,---GROS5 SEC,T. DIM. MM., 2" AND Rl:nJRN TO POST OR i'iALL lrlf~~ -'!.- ' i SIMF, HIJ2e OR EQ. rr'P. @ EA. --+------+-+'e,"-"'½~""""=;,U MIN, t S4"MIN. :lf>" MAX. STRIN<;l:R 2x4511JPS@ 16" O.G_ 111 DEIL TOP PLATE C,ONC,,HOUSE )" SLA6 9 2xl4 STRIN 51:E FLR. FLAN -Yl:RIFY '===>IHt-tr11Hf4< _ _;,.--PRIOR TO INSTALLATION EA SIDE OF-,..,_ ST AIR I GENTER 2s GONT. NOTE, THIS DETAIL 15 FOR 6A51G FRAMING INFORMATION ONLY AGWAL STAIR DE51eN MAY VAAY, 2x4 F.T. FULL l"IIDTH OF STAIRl'f/5- 51-!0T FINS TO GONC,, SLAB NOTES MINIMUM TREAD RUN, 10" MAXIMUM TREAD HEl<SHT, ; 9/4" MINIMUM HEADROOM FROM TOP OF TREAD TO C.EILIN<S> 15 e,1-e,11 ALL STAIRS SHALL HAYE HANDRAILS TERMINATIN<S> IN A NEV'lEL OR SAFETY POST UNLE55 i"IALL MOUNTED STRIN<SER 5HALL SE DESl<S>NED FER 2016 C,BC, PROVIDE S/1:1" TYPE 'X' $YI', SRD. UNDER STAIRS AT ALL. i"IALLS AND C-EILIN6 OF C.LOSET FOR I HR. FIRE RATIN<S> PROVIDE NOSIN<S> SETl"IEEN 0."15" AND 1.25" ON STA!Ri"IAYS i"IITH SOLID RISERS i"IHERE TREAD DEPTH 15 LESS THAN 11" RSll.7.4.9 EXC.EPTION I HANDRAIL SHALL SE CONTINUOUS i"IITHOUT INTERRUPTION B'!" NEl"IEL POST OR OTHER OSSTRUC.TION, EXC.EPT AT LANDING>, VOLUTE, OR TURN-OUT ON LOl"IEST TREAD. ST AIR SECTION F'OR 5TRAlcS>HT PORTION OF 5TAIRC.A5E :2<, <S>A. VALLEY FLA5HIN6 ( C.RIC.KET) 96" l"IIDE SO LI'l Sl"IEAT 5HEET UNDER FLASHING> ROOF TILE-----~ FER FLAN ._J UNDERLAYMENT OYER VALLEY FLA5HIN<S (50 LB A.S,T_M_ FELT MIN) ---i __ ---, I FL'!"l'iOOD 5HEATHIN6 _ __, FRAMIN5 MEMBER ---~ SEE FRAMIN5 FLAN 7JT"'tri;::::..-STUD l"IALL FER FLAN ~-!----EXT. STUC,C,Q ,-½it---+---FLA5HIN6 4 C.OUNTER FLA5HIN<S 5 CRICKET / DIVERTER FLASHING ROOFIN<S MATERIAL SEE ROOF PLAN ----~ 21;> <SA. <S.I. VALLEY FLA5HIN<S l"IITH CRIMPED ED<S>ES St," l"IIDE 90 LI'l Sl"IEAT SHEET UNDER FLASHIN<S FLYl'iOOD SHEATHIN<S _ __, FRAMING, MEM!:lER 5EE FRAMIN<S PLAN ----.Ji-'I ,/ • AVIARA POINT ARCHITECTURALCOMMITTE 1 VALLEY FLASHING ~ C) \) Ii: llJ Cl ~ iS ~ -I "' ;a 0 z \) 0 " " w ~ SHEET D1 OF GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 Or THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL Or THIS PLAN DOES NOT LESSEN OR WAIVE ANY PDR77DN OF THE CARLSBAD MUNICIPAL CODE, RESOLU770N OF CONDl770NAL APPROVAL, CITY STANDARDS OR OTHER ADDl77DNAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONF"DRMANCE IS DISCOVERED. 3. CITY APPROVAL Dr PLANS DOES NOT RELIEVE THE DEVELOPER DR ENGINEER-DF- WDRK FROM RESPONSIBILITY FOR THE CDRREC77DN Dr ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTL y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FDR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FDR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA77NG GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPRDPRIA TE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. ND REVISIONS WILL BE MADE TD THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOT/ED WITHIN THE REVISION BLOCK, ON THE APPRDPRIA TIE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FDR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS ANO (C) COMPAC770N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPAC770N REPORT AND COMPLIANCE VER/FICA 770N REGARDING ADHERENCE TO RECOMMENDATIONS OUT.LINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL CON TROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCT/ED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A PRECONSTRUCTION MFETING SHALL BE H[( D AT THF" SITE PRIOR TO THE R[GINNING QE WORK AND SHAii Rf ATifNOfO RY All RfPR[SfNTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO CODRDINA TE A DA TE AND TIME FOR THE PRECONSTRUCTION MEE77NG. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. All INSPfCTTON RfQIJESTS OTHFR THAN FOR PR[CONSTRUCTION MEFVNG WIii RF MAO[ BY CAIi ING llif [NG/NEERING 24 HOIIR INSPfCTION RFOI/FSI I INF AT (760) 438 3891. INSPFC770N REQUEST MUST BE RECFIV[D PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TIER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOL/ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA770NS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC770N 6705 BY SUBMtmNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA 770N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE Pl AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE /MMEDIA TEL Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TIED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA TIER/AL SHALL BE DEPOSIT/ED AT, A SITE APPROVED BY THE CITY ENGINEER. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT/ES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 770N. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN_ 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEF"T IN A NEAT AND OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANT/ED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE 77ME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. D:\DRAWING FILES\TlTLE SHEETS\GRADING TlTI..E SHEET.DWG REVISED:02/15/17 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA 770N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING Pf PE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACT/ED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CIENTL Y AHEAD Or GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL N077FY AFFECT/ED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E 811 (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760 )434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA TIER) "SAN 0/EGU/TO WATER DISTRICT "LEUCADIA WASTEWATER DISTRICT *VALLECITOS WA TIER DISTRICT "OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT (760)726-1340 x/330 *AS APPROPR/A TIE 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TD THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SEC770N 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN77NG AND /RR/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETT/ER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA TIEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LA BORA TORY TESTS. THE REPORT SHALL ALSO INCLUDE A STA TIEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY_ (5) PERMANENT STRUCTURAL BMP /NSTALLA TION CERT/FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WlLL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. ST/ENC/LS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSIST/ENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA 77DNS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ,.,,.,,...---~~ FIRM: SEHGAL & ASSOCIATES /~ol'ESS[o:V~, 2 ER C EEK //~ '"~SE" '-1/ '\ ADDRESS: 4 COPP R / / "''./.0 MlfQ_/' , ,;, \ \ /.ltf, ~ <~-:-"t:. \ \ CITY, STATE: IRVINE CA 92603 / 1Jj/ \'si\\ TELEPHONE: 949-394-4777 ( : i:'l I No. 26087 I g; I 1 BY: JAY SEHGAL DATE: 02-21-2019 1 \"*\Exp. 3/31/20;*' "'! / (NAME OF ENGINEER) \ \ s \, 0 ,,,n / ~ I/ C-26087 \_\tr~--/~'\:"~:// R.C.E. NO.: __ ,,_==-----------, ,, f: DF c,-,,\'i / / REGISTRATION EXP/RATION DA TE: 03-31-2020 ~~-/1/ ----~-~--- SOILS ENGINEER'S CERTIFICATE /, DHARMA SHAKYA, PHD, PE, GE , A REGISTERED (CIVIL/ GEOTECHN/CAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES Or OCTOBER , 20 1 B AND FEBRUARY 21 , 20..1.L. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. /~;:::~~' SIGNED: I/_,{:, ,:.;,9--~,: -1> \ \ //ff ~cs' ·41-~;t\.\ G.E./P.E. NO.: __ 2_7_7_3/~C5_5_1_7_2 ______ _ ( / g I GE 2773 'i ! I 'jOA TE: FEBRUARY 21, 2019 1 \~._\ ~-;;/; LICENSE EXP/RA 770N DATE: 06/30/2020 \\s0~~-¢'~~/ ~':1'.?_;;;/ OWNER'S CERTIFICATE ~-- I ( WE ) HEREBY CERT/PY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR W1LL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTA T/ON OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. \-........__, ----L 03/15/2019 JAY SEHGAL SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY __ _ ~-METHODS FROM INFORMATION GATHERED ON ____ ~,, 20 __ BY------------------ TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-610-29-00 THE CALIFORNIA COORDINA TIE INDEX OF THIS PROJECT IS: N __________ E __________ _ DATE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___________ AT _______ (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA 770NS TO FACILITA TIE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EM/NEN T. J. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WA TIER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDA TIE AND MAINTAIN THE WA TIER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDA TIED WPC PLAN AND UPOA TED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGlNEER AFTER EACH RUN-OFF" PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE Cl TY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6_ THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TD PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TY.PE WITH 3/4 INCH MINIMUM AGGREGRA TIE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPAR™ENT OF CONSERVA770N, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A. HYDROSEED!NG SHALL BE APPLIED TO: 1-ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.- a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA TIE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TIED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GR,{\OED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEEt" IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b_ GREATER THAN B FEET IN HEIGHT SHALL BE WA TIERED BY A CONVENTIONAL SYSTIEM OF LOW PREC/P/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA 770N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDEO GROWTH. C. HYDROSEEDING MIX SHALL CONSJST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEOED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSEC770N MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING DR BROADCAS77NG BEFORE HYDROSEED/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TIE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CER77FICA 770N TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TIE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TD BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEO/NG BY: 1. ROUGHENING THE SURFACE TD BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED -SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. , £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. F. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED ANO BE STABILIZED, PLANT/ED AND/OR HYDROSEEDEO WITHIN TIEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERM/NATION OF HYDROSEED FAIL TD PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. VICINITY MAP NO SC.ALE INDEX OF SHEETS SHEET 1 -TIT.LE SHEET SHEET 2 -GRADING PLAN SHEET 3 -TIER 2 SWPPP NOTES ( , SHEET 4 -77ER 2 SWPPP PLAN -EROSION CONTROL SHEET 5 -DETAILS LEGAL DESCRIPTION LOT 290, MAP NO. 12412 APN #215-610-29-00 PROJECT ADDRESS 7129 A VIARA DRIVE CARLSBAD, CA 92011 DEVELOPER NAME: JAY SEHGAL ADDRESS: 42 COPPER CREEK, /RV/NE, CA 92603 PHONE NO.: 949-394-4777 REFERENCE DRAWINGS EARTHWORK QUANTITIES CUT: 45.00 CY FILL: 4.00 CY IMPORT: 0.00 CY EXPORT: 41.00 CY REMEDIAL: 104. 71 CY BENCH MARK DESCRIPTION: DISC IN WEST END OF SOUTH HEADWALL -24" RCP LOCATION: 0-4 MILES EAST OF INTX OF LA COSTA AND SAXONY ROAD RECORDED: CO OF SAN DIEGO DPW REPORT-SV0/06-01 1985 ELEVATION: 13.87 DA TUM: NGVD 29 I WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAC/L/7/ES, AND PLAN77NG OF PERMANENT LANDSCAPING AND PREPARA 770N OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1-CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. NIA DATED ____ _ 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOTIECHNICAL SOLU770NS, INC. _____ GATED NOVEMBER 2 2018 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS_ 8. CALIFORNIA . C,.OASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TIED ~N~1 l~,A _____ _ 10. STORM WA TIER POLLUTION PREVENTION PLAN PREPARED BY SEE SHEETS 3 & 4 DATED ____ _ WDID NO.~'""' l~A'~-------- 11. STORM Vf➔ TER QUALITY MANAGEMENT PLAN PREPARED BY N/A DATED ____ _ 12. CALIFORNIA STORM WA TIER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUC770N SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY CD CONSTRUCT SINGLE FAMILY RESIDENCE 0 CONSTRUCT PERVIOUS PA VERS I : : : : : : ~ I 669 SF CD CONSTRUCT CONCRETE------------l,)_(i:L:V>:' G) EXISTING SEWER LATERAL -@--'.§) 548 SF 1 EA 1 EA 133 LF 231 LF 81 LF @) EXISTING WATER SERVICE -W-W- @ INSTALL 3" PVC DRAIN PIPE (PERFORATED) -----===== (_j) INSTALL 3" PVC DRAIN PIPE (SOLID) ________ ===== ® INSTALL 4" PVC DRAIN PIPE __________ ==== ® NOS ROUND GRATE-------------@ 6 EA 16 EA 1 EA 1 EA 638 SF @ NOS 12" SQUARE GRATIE ~ @ CONSTRUCT NEW DRIVEWAY PER SDRSD G-14A ~ @ lNSTALL 1" WATER METER CMWD W-JA -----CMJ--® @ CONSTRUCT DECORATIVE PA \/£RS rn;yJ!l-ffil PROPERTY BOUNDARY (If) ____________ _ CENT/ERLINE ~·---------------- CUT AND FILL BOUNDARY LINE EXISTING CONTOURS _______________ _ EXISTING WATER MAIN ____________ _ EXISTING SEWER MAIN ______________ _ PLOW LINE PROPOSED CMU FENCE WALL PER DETAIL ON SHEET 5 STAIRS & HANDRAIL PER SDRSD M-24 & M-26 GRAVITY RETAINING WALL AT STAIR PER SORSO C-09 RETAINING WALL PER SORSD C-03 -PROPOSED LANDSCAPED AREA -~·------ PROPOSED SOO RIP-RAP D-40 TYPE 2, NO. 2 BACKING L=10' W=6' T=!.1' CL.EAN OUT (C.O.) PER SDRSD SC-01 -------- ------- -y/-y/- ----------180-...__ __ -W--W-- -S--S-- ---i' --c> _,, -c) IZ2ZU-L21 112 LF 11111 1111 I ( 2 EA Wffe/41/ffi 36 LF 192 SF 1,470 SF 590 SF 50 SF 2 EA -~·• /1.Wfl-~ \CJWN SPOUT • • TOTAL LOT AREA = ___ 10~,_51_7_S_Q~_F_T_. __ _ }\V\ARf'1. pc\Ni -ruRAL coM\J\\TIEE ARC\-llTEC TOTAL DISTURBED AREA = 8,568 SQ.FT. (THIS AREA INCLUDES BUT IS NOT LIMIT/ED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAG/NG AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STDRMWATER REQUIREMENTS THAT APPLY: [TI STANDARD STORMWATIER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP EXEMPT FROM HYDROMODIFICA TION? n YES (SEE SWMP FOR DOCUMENTA770N) D NO MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY IMPERVIOUS AREA TO REAR (£SA) = 2,332 SF IMPERVIOUS AREA TO STREET = 2,763 SF TOTAL IMPERVIOUS AREA = 5,095 SF "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEw'ED BYr INSPECTOR DATE fsHm7 CITY OF CARLSBAD I SH~ETS I 1---+----t-----------------1----1----+---+---I L__2__j ENGINEERING DEPARTMENT 1---+----t-----------------1----1----+---+---I DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR 2018-0051 APPROVED: CITY ENGINEER DWN BY: __ _ CHKD BY: __ _ RVWD BY: SEHGAL RESIDENCE 7129 AVIARA DRIVE (TITLE SHEET) JASON S. GELDERT RCE 63912 EXPIRES 9 /30 /18 DATE PROJECT NO. PD 2018-0036 DRAWING NO. 515-6A 1 Bio Aquifer Storm System or equal 2 .. stone chips Open Graded(/4" to 'l&" dia.) 4" Base Aggegate Concrete Header to be installed against house foundation 6" Widex18" deep Open Graded (½" to 1 "dia.) -impermeable liner {30 mil thick) 3• Crushed stone Sub-base wlthln 3' of structure open graded(2...Ji• to 3" dia.) - Geotextile (hp570 or equiv.) 0 • Subgrode ---/1:i§. PERVIOUS PAVER SYSTEM N.T.S. NOTES: ESTATE COBBLE PAYERS BY ANGELUS PAYERS COMPANY OR EQUIVALENT. REGULAR MAINTENANCE AND UPKEEP OF PERVIOUS SERVICES WILL BE REQUIRED TO ENSURE THAT SURFACE REMAINS PERVIOUS. DO NOT SEAL PERVIOUS SURFACE AFTER INSTALLATION. PROPERTY LINE d-7' OR MORE I I ,,_,.-,-FACE OF ~WELLING 5' MIN.• 1--=-='---1 2.0· z ,; PROPERTY LINE d-5' MIN. I I ,,_,.-,-FACE OF ~WEWNG 3' MIN ... i-------i 2.0' FF ., FF U) ---~--+~•-<%------~---1,._~.2)1;--- I :!ii l_l_ * WHERE 5'<d<7', DISTANCE TO SWALE = d-2' •• REQUIRES CITY ENGINEER APPROVAL SEE NOTE 3, SHEET 1 OF 2 CASE 1 CASE 2 0 DRAINAGE SWALE DETAIL '----PROP. LINE MASONRY FENCE WALL -PER DETAIL ON SHEET 5 PLANTER SLOPE HOUSE WALL HOUSE F.F. 264.66 AWAY FROM HOUSE -SEE GRADING PLAN SECTION D SCALE: N.T.S ---PROP. LINE MASONRY FENCE WALL !---PER DETAIL ON SHEET 5 HANDRAIL PER SDRSD M-24 PLANTER . 0 " RAVITY RETAINING WALL ~ rER SDRSO C-09 LANDING- STAIRS PER SDRSD M-26 PLANTER !--HOUSE WALL SLOPE AWAY HOUSE F.F. 264.66 FROM HOUSE SEE GRADING PLAN RIP-RAP PER SORSD D-40 TYPE 2. NO. 2 BACKING -'° I ' r-"'o r 'lf'' 0 ~ ' ---t-t-~½¢-1 I I I I I I PO DEV. I 249.65 I.E. I t I I Q = 0.128 q'S V = 1.95 FT(SEC I I ~o _ g~-1 /FS V = 1.04 1/SEC POOL PER SEPARATE BUILDING PERMIT SPA SLOPE !o· -. --=------ X I r---HOUSE WALL TOP OF WALL /AS PER PLAN LANDSCAPE AREA RETAINING WALL---tci•> -·"•r"'-i'"f-NATIVE SOIL OR IMPORTED PER SDRSD C-03 BACKFILL MATERIAL AS APPROVED AND COMPACTION PER SOILS REPORT 50 DECORATIVE 264.66 F.F 63. PAYERS 263.50 PLANTER HOUSE F.F. 264.66 SECTION E SCALE: N.T.S HOUSE WALL ~ ,#';" DECORATIVE PROP._] LINE I PAYERS LANDSCAPE 5% SLOPE AWAY FROM HOUSE-SEE GRADING PLAN SECTION F SCALE: N.T.S --------ii---~ PLANTERS ~~-2-%--~ 5%- SLOPE AWAY FROM HOUSE-SEE GRADING PLAN SECTION B SCALE: ¾"=1'-0" 4" DIA. DRAIN WITH !° GALV. WIRE MESH SCREEN, AT 8' ON CENTER -PER SORSO C-08 POOL FER SEPARA.lE BLDG. PERMrT ------------------------------··~,------- LOT 291 Existing residence 3•• DRAIN PIPE 'z ~ .., ""o 9, I ® "' " 5"' •«"$ s·-4J .. '3r· D.S. • 0 I ,-. '¥ 5% V PROPOSED 6- MASONRY FENCE WALL --- 18 ® ·~· -- .-----------------, ----EXIST. MASONRY WALL N 7s·2s'oo" E 1 '}; PROPOSED TWO-STORY RESIDENCE 264.00 F.G. 264.66 F.F. '¥ "' CUT AND FILL BOUNDARY LINE FOR GARAGE 1 □•• PRECAST COLUMN WITH PEDESTAL '¥ "' 3"• DRAIN PIPE C .., "' '¥ \ \ \ =~~ \v~'b \ \ \ \ \ ~-I \ ~ '<), 'O' ,-6' "' LOT 289 i5' "', GRADING PLAN SCALE: ~•=1 • -o• PORCH SECTION c-c DATE \ \ "' PROPCSED RETAINING WALL PER SORSD C-03 ,?-'V '1 ~ w New 5'-6" I Pilaster I "'· 3"• DRAIN PIPE ~ Ught pole _ -'J, -------r g," . -... -L«< '¥ ~ w 12" SQ. AREA "' "' I STAIRS PER ,ec'b- SDRSD M-26 P" EXCEPT HANDRAIL SEEG 3-CAR GARAGE 268.87 F.G. 269.30F.F. TO 269.88 T.W. 269.0D F.G. G VITY WALL PER SDRSD C-09 NOTES: DRAINS (TYP.) -, "' '¥ "'· ·.' • .· .. ,,; . - . . · .. : '~. , -. .·. "' ·~-.;•• . . -· . . : ... : . . . .. : ·:o "<r. . ... • '\ -... . !'.?!· "· .. . '"],,~ . 4.-· .. ~ .<r ..: . ;, ·.. .. ~ .. .,, '·, - 2% MIN._ "'-, ~- N .. :., ... ·- • .. • SLOl;'E'. -· . .. :.i., ., . ·.;. .. . . .., -. ., .. :"-. . $'. <f ~. .. ~ .. , . : · ...... -. ; -. .' 3"• PVC DRAIN PIPE IN . -4•• SCH 0.40 SLEEVE,-· . • •-·. UNDER DRIVEWAY -. "._... ... =-~:---111 .. 4 -g ;,· ., .. -' 4 -· .,· ,.,1o'b· .. . ·., . " ~ .a· ·. ii .... ~ .. ... 4· :!I·. ,. . . , .. ,, . • · . • . • 2% MIN.,· - SLOPE :a -.:.,.. • . .-• -Ceo,-• ·-i; <l--· 4 .. ''Ii .. . .. . ·. ~ ' ' .,,,' . •A"';,.-d ~ . . --• .. , ... ·_ .. 4 :; .· .... " . .,. 4 ·_' · ... _. .,.~. .... · . . . . . \V ·-&.> ··""· • I .., r I "' f-" r.7 4-FT WIDE GENERAL UllLITY EASEMENT L..'..J AS SHOWN ON A MAP OF NEW DRIVEWAY GRADES SHOWN HEREON ARE NOT INTENDED TO CHANGE EXIST. STREET AND SIDEWALK GRADES RATHER TRANSITION SMOOTHLY. ANY DISCREPANCY BETWEEN THE GRADES SHALL BE CORRECTED WITH THE APPROVAL OF THE CML ENGINEER- CITY OF CARLSBAD TRACT 85-35 r.;-"] STREET STATION #30+32.22 l..=.J STATIC PRESSURE: 121 PSI PEAK DEMAND: 8GPM nfi'----GA:rE: WALL 1----GATE /1\ INITIAL HANDRAIL AS SHOWN ON SDRSD M-26 DOES NOT APPLY. HANDRAIL TO BE INSTALLED BY OTHERS. REFER TO ARCH. DWG A-4.0 FOR DETAILS. DATE I-PROP. LINE I I I 1"!> . 'l,e§:,_· INITIAL DATE TYPICAL 4-FT Wl!)E GENERAL Ulll.flY> EASTMENT 3: RECONSTRUCT SIDEWALK r.n r.n er: 0 PEil SDRSD D-27 r.n APPRO\IE!:) • AvtARA. • • • --• • -. • .·, _ •. • • ·:. , . • . . ' . - • .. .• • • • • .... _. -· • ~-• . •. -· . I S~EET I CITY OF CARLSBAD I SH~IS I ENGINEERING DEPARTMENT GRADING PLANS FOR: SEHGAL RESIDENCE 7129 AVIARA DRIVE, GR 2018-0051 (PLAN SHEETl I APPROVED: CnY ENGINEER RCE EXPIRES DATE I OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: PD 2018-0036 515-6A DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL Sil£ MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL Sil£ MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK (YEAR ROUND). I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT:.: ______ FROM_· __ _ AT (TEL.NO) _______ _ 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA 7£ A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGA 7£. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. II. ADEQUA 7£ SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED CNS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MA TER/ALS IN A PROMPT MANNER IS 1iQI SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WIT!-i THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50%, ANO AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADE QUA TE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PREC/PITA TION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''. AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ --------·-····-·- EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION I. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND 71/E FOLLOWING: A HYDROSEED/NG SHALL BE APPLIED TO: I ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PRO VIDING 100% CO VERA GE. 2 AREAS SLOPED LESS THAN 6.· 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORN/CA d. 4 lbs PER ACRE OF ACH/LLEA MILLEFOLIA e. Jibs PER ACRE OF ALYSSUM (CARPET OF SNOW) f. I /2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE I MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: /. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £ HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND !RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. -~----~-----··---~ VICINITY MAP NO SCALE CITY OF OCEANSIDE PACIFIC OCEAN 7s CITY OF ENCINITAS CITY OF VISTA CITY OF ,:::..---"\Y SAN MARCOS VICINITY MAP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs BMPs "" C: "' C: -52 -" 0 ~ --"' "' "' 0, L "' -0 ·E }; a~ 0, C: "" g. "' .s "' ~ 0 0 Cq Best Management Practice* <C 0, 0-, .s "" " "' i.':c al--.s -C .s E 0 .s ~~ "' ~ "' <,; "" 0, "' 0, Cq 0 C: (BMP) Description ➔ <O "' ~ Cb f.' "' -0 "" 0 " C: L 0 ~ 0, "' ~ " a 0 Cq u; ·-0, c::i:..:::; "' -"' a "' a C: C: E t-~ "' >< ~ "' Q: 0 E ~ I "' 0 .§ -"' ~ -::, .0 <O -C C: "' " L "' ::, <O fil ~ -L-0 0 -·-0.. "b "' "' 1:' " C: L 0 -& .s e L S< "' ~ 0 L 0 "" "' -C ~ U) ~ 0 a.. "-' (') "-' a Uj <,; V) c.., <,; <,; Q CASQA Designation ➔ "' .,. " "' 0, -"' .,. "' <c " "' a --I I I I I I I I I I I ~ I ~ c.., t;:l 0 <..) t;:l 0 bl bl bl bl bl bl Construction Activity "-' "-' "-' "-' Gradina/Soil Disturbance X X X Trench inn /Excavation X X Stockpilinq X Drill inn IBorina Concrete/Asphalt Sawcutting Concrete F!atwork Pavina Conduit/Pipe Installation Stucco/Mortar Work X Waste Disposal Staainn/Lav Down Area X Eauinment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other (list): Instructions: Trac!dng Non-Storm Water Control BMPs Management BMPs C: -C: C: -52 .52 -52 -cc "' --0, 0 E " " C: i ·E .s .s ~ .9- ~ "-:, "' "' "" ~ c3" <C L <C "' L "' 0 "' a "' -<..) L <..) "' <O "' ~ <O 0, C: C: -g~ <O ,., 0 "' <C <C 0 <..) "' 0.2 0, ~ 0 "' .t:!: fn ~ ~ -S! o,-:0 -S:: .s ;,:: fil L-C: 0 ·-t, "' " -~ § .0 L .0 0 •-L 0 ~o 615 -0 0, .3 a .c: "' V) -S ~ct 0 ~u (/) Q: QO Q -"' -,.., " "' I I I I I I I"= I"= <,; (/) <,; <,; < < < < X X X X X Waste Management and Materials Pollution Control BMPs -C: "' cc "' "' E <C " 0 "' "' C' 0, -" C: "' "' -52 ~-~ <C "' 0 --" "' "' C: "" <C <C ::::, ~ -"' "' "' a ~~ ::, E "' "' -~ & 0 "" L-0 "' ·.::: Cl. a.. f.' 0, <O 0, L 0 -"' to "' --<O 0 <D L u -o -0 ;,:: C: ·-<C "' <C -o " -0 -ot8 c5l "' 00 :::,; (/) "' <,; ::i:: "' -"' "' .,. "' <c I I I I I I i i i i i i X X X X X "' -"' 0 -3':c§ "' E -"' "' 0, to C: C: O O <..) "' "' I i X SHEET INDEX: SHEET 3 OF 5: SWPPP -TIER 2 SHEET 4 OF 5: EROSION CONTROL PLANS APN: APN 215-610-29-00 SITE ADDRESS: 7129 AVIARADRIVE CARLSBAD, CA 92011 AREA OF DISTURBANCE AREA OF DISTURBANCE _8_,5_6_8_ S.F. 1. Check the box to the left of all applicable construction activity (first column} expected to occur during construction. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Storm water Quality Association (CASQA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Choose one 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND (DELETE ITEMS NOT USEO ON THE SITE MAP) DESCRIPTION EC-10, VELOCITY DISS/PA TION SE -1, SILT FENCE 5£-6, GRAVEL BAG SE-10, INLET PROTECTION TR-1, STABILIZED CONSTRUCT/ON ENTRANCE SE-7, STREET SWEEPING NS-3, PAVING AND GRINDING OPERATIONS NS-8, VEHICLE AND EQUIPMENT CLEANING WM-I, MATERIAL DELIVERY AND STORAGE WM-2, MA TER!AL USE WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT SYMBOL = ~ m11111111111111111~ SE-7 NS-3 NS-8 WM-I WM-2 WM-4 WM-5 WM-8 WM-9 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs} DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. h---....,_____,........g_ 05/o2/2019 JAY SEHGAL OAT£ CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: □ HIGH Ill MEDIUM OWNER/APPLICANT: NAME: JAY SEHGAL ADDRESS. 42 COPPER CREEK, IRVINE, CA 92603 TELEPHONE NO.: 949-394-4 777 EMERGENCY CONTACT: NAME: JAY SEHGAL ADDRESS: 42 COPPER CREEK, IRVINE, CA 92603 TELEPHONE NO.: 949-394-4777 ~o_WN_Ei_R(_sJ_/_o_WN_E._R·s_Ac_'EN_T_N_AM_E_(_sr_GN_A_TU_RE_J ___ D_A_TE ________ I sH3EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 5 ----- ---------- NAME OF PREPARER:~JA=Y~SE=H=G=AL~------- QUALIFICATION OF PREPARER· CIVIL ENGINEER ADDRESS: 42 COPPER CREEK IRVINE, CA 92603 PHONE NO.: 949-394-4777 h---....,_____, ........g_ SIGNATURE. No. 26087 R.CE/CERT. NO. /'.:-;;,-E-Ss~'\ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR: /., /: ') ~ ,,~'i)! t:::; ' 1/.$1/,"' 1J4,,-¢1-c\ SEHGALRESIDENCE I 1· ."' / • ' n \ 1 • ~ \~ 1' TIER2 /:::?' ·-zl' \ I iai ( No. 26087 ) [;J) ) GR 2018-0051 ', "' • Exp. 3/31/20 ' "' .· ' \ *\ /* I f APPROVED: \1 ' /~;• \ \"' &~, ~//~~'; / \ "._'lJ' \)V/ ,' ''-<"-:_ Of C~\~,-/ "'-'¾"'"---::=--::....-·"' 03/31/2020 3-15-19 L/C. EXP. DATE DATE CITY ENGINEER OWN BY: CHKD BY: __ _ RVWD BY: RCE EXPIRES PROJECT NO. PD 2018-0036 DATE DRAWING NO. 515-6A ~-------····-···· ··-··-··-·-------------------------------- j l CONCRETE CURB. CONCRETE SIDEWALK, PROTECT IN PLACE PROTECT IN PLACE DESCRIPTION EC-10, VELOCITY DISSIPATION SE-1, SILT FENCE SE-6, GRAVEL BAG SE-10, INLET PROTECTION CRUSHED AGGREGATE SECTION A-A SCALE N.T.S. LEGEND TR-1, STABILIZED CONSTRUCTION ENTRANCE SE-7, STREET SWEEPING NS-3, PAVING AND GRINDING OPERATIONS WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY /SEPTIC WASTE MANAGEMENT CORRUGATED STEEL PANES "'--FlLTER FABRIC SYMBOL = ~ ffl11111111111\IIIIII~ I SE-~ I NS-3 I WM-1 WM-2 WM-4 WM-5 WM-8 WM-9 TIER 2 STORM <C I I I I I I I I ECk 10 I I I I I I CONCRETE SIDEWALK. PROTECT IN PLACE CONCRETE CURB. PROTECT IN PLACE A " WATER POLLUTION .,, 4 "i& DRAIN PIPE ..., .,, POOL PER SEPARATE BUILDING PERMIT 8'MIN. 2% SL P SE-10 ,. -:_ ·_·:-.. , ... . be '1, ' 1'1:.> .• -+ <:,· /.....· '4_,· <;) " "!J<tjlr:Jc 3"~ DRAIN PIPE " ~· 'V{' "l POOL EQUIP. 1" \le· 7;;\. c.o- " ~ w !!j ~ < s !!a ~ " ~ ~ Q. A ~ " ti i= < D.S. \ STABILIZED CONSTRUCTION ENTRANCE/EXIT SCALE N.T.S. PREVENTION PLAN (SWPPP) LOT 291 EXIST. MASONRY WALL <69 'o':)9 1 c,· "'-·~-.§) ,. ~-~ ~~- t'\,ro 3"!2i DRAIN PIPE N 78"25'00" E SE-10 L 5%· "' PROPOSED TWO-STORY RESIDENCE 264.00 F.G. 264.66 F.F. o~'> '). 4 1 o", PRE CAST .._5>· <:,9.. n ·oo Q'!>· '). I I I I I I I t•"' COLUMN WITH PEDESTAL I I .. .... "' .... "'" :3"!Zi DRAIN PIPE .,, .,, .,, LOT 289 I oA--::i ;;! I I I I I I I I I I I I I I I "' w r z '.'i 0.. I I I I I I I I I I I I \ \ I .,, I .,, .. j, I .. \.,, EROSION CONTROL PLAN SCALE: Ja•~1 • -0" I I I I I I I I 1~ I I I I .. .. I I I I I .. f RETAINING WALL PER SDRSD C-03 3"!Zi DRAIN PIPE I I I I fa~' I I I I 274.94 T.W. ,. \ 3-CAR GARAGE 1268.87 F.G. 1269.30F.F. TO 26 I .,, .. .. Wt,.9 'k' .. • ,· ' • • ~-"' ·-,d ·:: '. 0 I .. _,,,. • • 4 'F F • ·• I I "'. "' 2%·MIN. '1 ~ ~ en. ,o ~-. . S~OPE . ,::i ,.,; • ' ·_ 4 • " ·.·•···~···. . ·.: ... '/". .-_·-.-;· /· .. :_: · .. < .. . .,·. ·• • 275.00 T.W. 269.00 F.G •· J1'-,-lii,,r-n7,"--'-. -'--"•..:;·;__...c.J ~"'--11-t-. "' "' "' .,, I "'f 3"• DRAN.,)'IPE .. c,· WM ,.__ . \ we, ..._1!lsi, ,g,,'1 ,§> 'v. ~·w WM-'v .. "' "' ,.. 'V "' "' ---"' J . ---'/ -----"' --------·· --cz ·~, .,, \ o<o-11,; ouw-----~------'l' ,,, --"7)-' I / \ \ ~ l17 4-FT WIDE GENERAL UTIUlY EASEMENT WAS SHOWN ON A MAP OF CITY OF CARLSBAD TRACT 85-35 11 NS-3 I I k .~" . e,· • " I . . . . . . I • .:,, . I A., . I • I • I• I A l • I . ,,1 . ro'C>· . • .. ·• • 1':!-,0··· • ... ... • • <: "c .. • ~ • .. " ~" SE-6 I NS-3 • ,1 SE-7 + " 4 0 .. ;,, . l . :.- . • OATE INITIAL DATE INmAL OATE INmAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL V1 • •· ··• I V1 I ... ·. .·• .. 'o~-'), - 7-u~ 1' s s , S~ET, V1 I V1 ·• . .. o'J. . "~'o· ... 7,u . .. I o\• <>"!l-g ~'<'<. r"& ~o e}~ • -: ... • (f} ,..._e'< \~ s• ii- CITY OF ENGINEERING .. ! . '\~-.• 4. ~ . ,.,o<o9 ... 1,,-~ • • ' .. : • ...... :.; . .. • ... APPROVEO • AV!ARA POINT ARCHITECTURAL COMMITTEE CARLSBAD I SH~ETS I DEPARTMENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR: SEHGAL RESIDENCE GR 2018-0051 I APPROVED: CITY ENGINEER OWN BY: CHKD BY: __ _ RVWD BY: EROSION CONTROL PLAN RCE EXPIRES PROJECT NO. PD 2018-0036 DATE DRAWING NO. 515-6A ------------------------~--,. 12" ,_,.,_tension Distance Shown on Plans The size and number of treads and risers as shown on plans. .,,.. Handrail per ~: l(:::j:=3=. ::::;/ Std. Dwg. M-24 ~ 1/ ,::, ?' ,__ ~ ✓-:~/ ' / Level /2;., i::::1/ ;:::'" /4 ,, :::J Riser -~V ,, 12• + ,, 4: Min. ~, I t..-1 7 Max. :~l-------,---:-~-----,,--Tread Width / ,... , 'I I I "7 ':.,. Extension v"'.'. 1/ 1 1;:::: Tread 1 ,.-"TJ;;.--: l_j ~_,_~ _.,::,:;v ~✓-1/ ;:,; :::J 1:, Mm\'Uil" R ' I,,-;:==:::: ~ 1/ ::: r"'\ ,,. -:'.'i " / [-:::,;: ~A1/~•",I ~/y/ f _[ 1~=12;:.=:1 , 3" ,, f-µ:.i.· 1-..-cr.cc=c:-1 .... 1--::.✓, / m, I I ulens1on / 1/ ., l__j .., / · 1/ "~-.-~ " ' "' .,_ e ,,,..,,,..,,,. .,, /,::: ½20-C-2500 Concrete Level ,., \ 1m1L I .,,, t "' C V ·-0V ·-C "' 0 _, X 0 O :,, 0 "~ Landing•--;~ Nosing J.• ~ A #4 @ 1 " o.c. L• ~~ "" ,, / j _}' , ,,-1/4 @ 24" o.c. ~--, ~-L l_j 7 __,,,~,.....,,,_3.,-------,----\-----.L.-"~ e / 6" Typical three inch border of ~ ~ highly contrasting color !£ h ~ -3" R. on °11 bends placed parallel to and not more than 1" from nose. =r--,f 1-£.1 A painted strip will be acceptable. NOTES: 1. Broom finish on treads, trowel finish on all other exposed surfaces. 2. r' per 1' slope on treads for drainage. 3. Locate handrails on both sides. 4. Handrail may project into the required width a distance of 3-1/2" from each side of stairway. 3• / 1/2" R I 3• Provide curb on each side -a----.:::- L __________________ j 0 0 0 -6" 48" I "' 1/4 @ 24" 0 .• 5' Without Curb I ""--11• @ 12· o.c. SECTION A-A SCALE: N.T.S. SDRSD M-26 -CONCRETE STEPS 1 R/W ------.-r---------------------. .,, .. -~ ·. . :.i . .a. . •· • • •. . . • • . . . . .1:·4 ,:I . . ~~1· ·.' · .... •:,;·. ,·;,_, ..... . . .a ,a.• I' .$ 4 ,! !.t; ."··· · .. ;.. .4~ . ,.a·, --~·-4-~... ,.,.. • . .., . ,! • • • ·,1_ ...• 4" <t •. ,l. ~ .a· '---~----'-'·'-'-· . .,,__ ~~--r .. ., ~ 2:1 TRANSmON ,'. -...... · . ,, ... :i "!j ,! . "' . ; .. ' . ·~· ,IJ· .:,1(/: .· -~1" _.· .;_ ~.·.,, ~ :_-\\,~:, ..... ·.· · J : .. iii·~ "-, . :-. I! I . c»· . .:I:_. _,. .a => lro!I. • • • ./ p I,. ~ . ~--_I . \ \ \ -. . . . . ,:.. A ,i. ·...._ ·t:l " ... ll• <t • 1·1·1· ·inq '\\ --.... Ch I' • _ · 4 ·." •·• /.J / · .,.a. •.ti " .Ill·· 1· \ \. "':4_ -"' .,, -~ ._.,. ..._. ,.;1·/: _.,, t·.\·,. 4· ./' _-ir ... NOTES: ... I I I• -~DEPRESSED CURR"/.,,. I· 14 I l -, PLAN DRIVEWAY CURB OPENING I DRIVEWAY WIDTH I SHOWN ON PLANS Ri ~EDGE OF SIDEWALK EXPANSION JOINT I I ~ SEE NOTE 5 1 .. : • : Rlr MAX~ 5-112· RESIDE~_J I , ' -·: •· ·~ ..... , .. I 7-1/2" COMMERCIAL SECTION ~ " w 0 'l' ... 1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY. 2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250. 3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS. 4. DRIVEWAY RAMP TO EXTEND 1 Q' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS. 5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 10' WHICHEVER IS LESS. 6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS. 7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT. SCALE: SDRSD G-14A CONCRETE DRIVEWAY-TYPE A N.T.S. 5 ORTAR CAP ,-------.-~ i-..---..--,-- X « "' ' 0 I ix, II :c ~~~~ ':q. ~ r-!r--<-A BARS ~ io r-~BARS -~.--2" -r----- 4 TOTAL 2 TYPICAL SECTION OVER 5'-4" H (MAX) T (MAX) W (MIN) @BARS @BARS ©BARS @BARS ®BARS MAX SOIL PRESSURE NOTES: I •• I //////// ! I l ""> _l 1'1//////////V////////1////// ~r EDGE OF FOOTING..../ PLAN H~8'-0" --r I I 1 I I 1> I I I I ' 10" I 3" CLR • "' ELEVATION HORIZONTAL REINF. NOT SHOWN" DIMENSIONS AND REINFORCING STEEL 3'-8" 5'-4" 0'-8" o·-10· 2'-4" 3•-2· 1/4 @ 32" 1/4 @ 32" ------1/4 @ 32" ------------ /14 @ 32" 1/4 @ 16" 1/4 TOTAL 4 {/4 TOTAL 5 1100 PSI 1600 PSI LAYOUT LINE MORTAR CAP c:' •,-----.--- -....: ~4@ 12" • A BARS --2.. -,-!.---{IB BARS TYPICAL SECTION 5'-4" MAX 8'-0" 1'-0" 4'-9" 1/4 @ 32" 1/4 @ 32" 1/6 @ 16" 1/6 @ 16" {/4 TOTAL 6 2200 PSI 1. SEE SDRSD C-07 AND C-08 FOR ADDITIONAL NOTES AND DETAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. SCALE: N.T.S. SDRSD C-O3 MASONRY RETAINING WALL 2 DESIGN CRITERIA: ~--1/4 @ 32" @ WALL 't_ .,,.---1/6 LADUR STD 2-9GAGE <t_ FTG & WALL 1. ALLOWABLE SOIL BEARING PRESSURE -1,500 PSF 2. ALLOWABLE LATERAL BEARING PRESSURE -100 PSF 3. SEISMIC LOAD BASED ON SITE CU\SS D W/ MAPPED SPECTRAL ACCELERATION, Ss -2.03 (MAX. FOR SD COUNTY) 4. WIND LOAD BASED ON 85 MPH BASIC WIND SPEED EXPOSURE CATEGORY C. 5. SEE CITY OF SAN DIEGO -MASTER PU\N #47-6 FOR 6' MAX HIGH CMU FENCE WALL FOR CONSTRUCTION SPECS. SCALE: N.T.S. 135° 4 HOOK TIES ;~ CMU PILASTER 2-1/Zu CLR PLAN - PIU\STER NOTES: A. ALL PIU\STER CELLS SHALL BE SOLID GROUTED. 1'-4" SQ. CMU PILASTER @ 10·-o• MAX. W/ (4) -1/4 VERTICAL BARS & 1/3 TIES @ 16" O.C. -CONCRETE FOOTING B. DESIGN INCLUDES 112' OF PU\STER (OR VENEER) ON ALL FOUR SIDES OF THE PIU\STER. NO FINISHES WITH A TOTAL WEIGHT GREATER THAN 26 PSF (SUMMATION ON ALL SIDES OF PILASTER) ARE ALLOWED. C. PIU\STER DESIGN DOES INCLUDE SUPPORT LOADS (250 LBS. PER SIDE) FOR 6' HIGH "LIGHT-FRAMED" FENCE OR GATE (E.G. WOOD, CHAIN-LINK, WROUGHT IRON, ETC.). OTHERWISE, CONTACT ENGINEER OF RECORD FOR DESIGN OF SPECIFIC LOADINGS. DESIGN CRITERIA: 7l SAME AS 6' HIGH CMU FENCE WALL SCALE: N.T.S. 6-FT HIGH CMU FENCE WALL 3 6-FT CONCRETE BLOCK PILASTER 4 t-----+---+--------------t----t---;---;---, I SH5EET I CITY OF CARLSBAD I SHEETS5 I ENGINEERING DEPARTMENT ~G=RAD;:;;:IN::;:G~P;;:LA:;:,N:;;S:=;F::;;O;:;:R:=========~:::::=~ SEHGAL RESIDENCE 7129 AVIARA DRIVE, GR 2018-0051 (DETAIL SHEET' 1---+--t-----------------+---+--+--+--1IA--PP_R_o_v_E_D:--------,,=,,,,....-----~,,,,....-I • CITY ENGINEER RCE EXPIRES DATE • IM ~~ DATE INITIAL DESIGNER OF WORK CHKD BY: __ _ RVWD BY: REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. PD 2018-0036 DRAWING NO. 515-6A --'==========================·=~ .. ·========:'.::-==='=============== .. ============================-=··=---==================================--=======-=-=-=-=-=-=-=-=-=-=-==·=·-======================================================================-- ·--···---- C: \ORA.WING FILES\Tl1LE SHEETS\XXXX.OWG .3/1/2016 7129 VICINITY MAP CITY OF OCEANSIDE HIGHWAY I'& AVIARA , ' 0 "\:~¢ DRIVE, CARLSBAD, LOCATION MAP (. 0 e ,, . -,~ s CA DRAWING INDEX: SHEET TITLE SHEET NU/v1BER 1 TITLE SHEET T-1 ' ' 2 /RR/GA TION PLANS LI-1 3 /RR/GA TION DETAILS Ll-2 4 /RR/GA TION DETAILS L/-3 5 PLANTING PLAN LP-1 6 PLANTING DETAILS LP-2 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN, THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL :"'"~r;A"" m cMmsc,P<NC. 6/17/19 PHONE NO: '( ~) ~3=6=9_-=0~70=0~. ____ _ DATE REGISTRATION NO: 1220 EXPIRATION DATE: _1'-"0'-----"3-'-1---'-"19'------- CITY OF VISTA .i.' ');. ~d~} PACIFIC OCEAN CITY OF ENCINITAS A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRAD[ IN PLANTING AREAS) AWAY FROM STRUCWRES AND TERM/NATION IN AN APPROVED DRAINAGE SYSTEM ALL SITE WALLS TO BE CONSTRUCTED PER ARCHITECT'S PLANS , •• <C • CITY OF SAN MARCOS Sa!iQui:'.u;-.; Or ti!'tf',~C¢t':.'..~ DIAL TOLL FREE 1 ·800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA "-", .. "'a,7 . J.:.:1ar0·, ~,'IWdIB s,:: A'lia _€!ni'nt:Dtat")' WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULA770NS, I HAVE PREPARED THIS PLAN IN COMPLIANCE 'MTH THOSE REGULA 770NS AND THE LANDSCAPE MANUAL I CER77FY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE FFICIENT USE OF WATER, BY: 6 17 19 SIGNED NDER PENAL TY OF PERJURY DATE PHONE NO: ( 951 ) ~3~6=9_-=0~70=0~----- REGISTRATION NO: -~1~2-20~--EXP/RATION DA TE: _1~0~-~3~1-~19~----- BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS, PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER", INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DES/GNA TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS, FOLLO'MNG COMPLE770N OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK 'MLL CERTIFY THAT THE /NSTALLA TION HAS BE£N COMPLETED BY SUBMITTING THE "CERT/FICA 770N OF COMPLETION" FORM, A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CER77F/CA TION OF COMPLETION" FORM E-MAIL TO: bo@dugmo,edesiqnstudio, com LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602, PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE D£SIGN£R OF WORK SHALL REVIEW THE PROJECT UTILITY LOCA T/ONS ANO REVISE PLANS ACCOROINGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UT/UT/ES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROW1H AND ROOTS, J>J'PRO\/S) • \ AVIARA POINT ARCHITECTURAi-coMMITTEa 4649 Brockton Avenue Riverside, CA 92506 (951) 369-0700 Fax (951) 369-4039 http:l/www.comworksdg.com APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. TITLE SHEET -T-1 RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----1----1--1 ------------+---+-----1----1---11 SHE1ET I CITY OF CARLSBAD I SHE6ETS I PLANNING DIVISION 1----1----t-----------------1-----t---+---+----1 ::LAN==:;:ns:;:c=AP~E;:::::IM:::P::::R::::O:::VE:::::;:ME::::·::::N::::T:::;P::;LAN::::::::;:s=F:;:O::::R:;:::'===-===::: SEHGAL RESIDENCE 7129 AVIARA DRIVE, CARLSBAD, CA 1----1----1------------------1-----t---+---+----1 I A_P_P_R_o_v~E-o: ________________ _ 1----1----1------------------1-----t---+---+----1 ,PLANNING 1------!--+----------------1-----J---+----!---t ;:;D~WN:;::;:BY:;::==::;;K:;CK;;:::~====P:::R=o=JE::C:::T=N=o=. ==:::::;;=D=R=Aw=1=N=G=N=O::, DA TE INITIAL DA TE INITIAL DATE INITIAL CHKD BY: SJR DEV2Q 18-0225 REVISION DESCRIPTION OlrlER APPROVAL CITY APPROVAL RVWD BY: 515-6L 2-LOW SHBS --, 915 S.F. 5IJ / LANDSCAPE DRIPLINE 7 3/4" I 0.64 IN/HR 40 PSI 4-PALMS 150 S.F. BUBBLER 3 IN/HR 30 PSI 6-TURF 40 S.F. ~ UBSURFAC DRIP , 0.90 IN/HR ·34 314 40 SPI 5-TURF 350 S.F. ~· ROTARY SPRAY . , 0.85 IN/HR 6 314 30 PSI 2-LOW SHBS 730 S.F. ~ LANDSCAPE DRIPLINE S . 314, 0.64 IN/HR 40 PS! / I o I ,, / n / + / 0 / n C: DRAWING FILES TITLE SHEETS CLSB-!P.OWG REVISED: 3 1 2016 -----~ N n + 0 n , l -- --~ -----+---+t-___// / / . I I I /// I ! I -----------------· ~ --------------------------7~---~, /~/ ,. AVIARA DRIVE 1 6" RCP -----··----- -- / / EQUIPMENT LEGEND SYMBOL · MANUFACTURER/MODEL# SIZE DETAIL NOTES IMI EXISTING DOMESTIC WATER METER 1" N/A RACHIO GENERATION 2 16 ZONE IRRIGATION CON'TROLLER. 16 STA. 'A', Ll-2 (1) .. ~·-1£1 EB 1 1/2" 'F', Ll-2 IRRIGATION CONTROLLER SCHEDULE DURING SIX MONTH PLANT ESTABLISHMENT PERIOD • RAINBIRD PEB NORMALLY CLOSED MASTER VALVE WITH PRS-D DIAL .... NIBCD T -585 BRONZE BALL VALVE s HUNTER PGV-075-ASV REMOTE CONlROL VALVE Wllll ACCU-SYNC PRESSURE REGULATOR I) HUNTER ACZ-075 DRIP CONTROL ZONE ASSEMBLY EXISTING SLOPE IRRIGATION VALVE TO BE CONNECTED TO NEW IRRIGATION MAIN ~ ANO NEW IRRIGATION CONTROLLER. CONTRACTOR TO VERIFY THAT VALVf:i, ARE OPERATING AND COMMUNICATING WITH NEW CONTROLLER PROPERLY PRIOR TO COMPLETION OF CONSTRUCTION @ RAINBIRD AROSO AIR/VACUUM RELIEF VALVE V DRtPUNE FLUSH VAf..VE 1 1/2" 3/4" 3/4" 1· 1/2" LINE SIZE 'B', U-2 •c·. U-2 'D\ U-2 N/A 'E'. U-2 'K', Ll-2 Station 1. 5 .2, 7 3, 8 4 6 9 Ap.Rt. Min./Wk. Irr.Days . Plant . . Base. Month Jan Feb Mar Apr May June July Aug Sep :Oct Nov Dec . "/Hour . Ap.RixGOPer\11/k. Factor Run TimeWeel<ly Eto o:54 o:ss 0.86 1.03 1.05 1.07 1.15 1.09 0.92 0.73 0.58 0.47 6.64 93.75 -· 3 ··-0.4 12.50 Run.'fime 8 ·· 9 13 15 16. 16 17 16 14 11: 9 · 7 0.79 75.95 5 0. 7 10.63 Run Time 7 8 11 13 13 14 15 14 12: 9 7 6' 0.9 66.67 5 0.7 9.33 Run Time 6 7, 10 .. 3 20.00 3 0.4 2.67Run Time 2 2 3 -20.0() 0.4 --,-.. 3 3 2.67 Run Time 2 2 3 0.64 93.75 3 0.3 . 9.38 Run Time 5: 7 10 12 ii 12 13, 3 3 3 4 .. 4' 3 3' 3 . ' 12 12' 12 13 12 3 3 12 . 10 if 6 . 5 3 -· 3f 10 2 2 8 . 2: 2· 2 2 ··7 ·, 5' -EXISTING OOMESTJC WATER LINE. N/A -IRRIGATION CONTROLLER SCHEDlJL.EAFTER SIX MONTH PL.ANT ESTABLISHMENT PERiob ---SCH. 40 PVC IRRIGATION MAINLINE -18" MIN. COVER 1 1/2" 'G', U-2 SCH. 40 PVC NON-PRESSURE: LATERAL LlNE -12" MIN. COVER 3/4" 'G', Ll-2 -----SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE -24" MIN. COVER SEE CHART 'H', Ll-2 ----- xv Eyvv N/A 'A'-'G', LI-..: -HUNTER PLD-06-12 LANDSCAPE DRlPUNE AT 18" 0.C. HUNTER ECO-MAT SUBSURFACE DRIP SYSTEM N/A 'A'-'H', Ll-3 NOT SHOWN UF RA1ED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'I', U-2 ':1///////1/ EXISTING IRRIGATION TO REMAIN, PROTECT IN PLACE. CONTRACTOR TO REPAIR ANY IRRIGATION DAMAGED BY CONSTRUCTION ACTMTIES WITH LIKE EQUIPMENT (1) FINAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE FIELD BY HOME OWNER SPRINKLER LEGEND SYMBOL MANUFACTURER/MODEL# NOZZLE RAD. PSI FLOW(GPM) PREC DETAIL NOTES Q T H TT TQ F Van P.ATE TURF POP~UP ROTARY SPRAY $ e + HUNTER PROS-04-CV MP800SR 8' 30 0.16 0.32 0.63 0.81 'J', U-2 e e HUNTER PROS-04-CV MP815 14' 30 0.42 0.75 0.83 'J', LI-2 TREE BUBBLER$ • I HUNTER RZWS-36.:.25-CV F 30 I I I 0.25 3 '!', Ll-3 PALM POP-UP BUBBLER$ @) I HUNTER PROS-04-CV I MSBN-250 1' 30 I I r I I 0_25 6 'J'. Ll-3 I PRESSURE LOSS CALCULATIONS STATION: 4 FLOW: 8 GPM SCH 40 PVC SLEEVING CHART LOSS THRU 1" WATER METER LOSS THRU 13' OF DOMESTIC SUPPLY LOSS THRU 65' OF 1-1/2" MAIN LOSS THRU 1 BALL VALVE LOSS THRU 3/4" RCV VALVE LOSS THRU LATERAL LINES ELEVATION GA1N / LOSS MISC. LOSS THRU FITTINGS (10%) TOTAL SYSTEM LOSSES PRESSURE REQUIRED AT HEAD AVAILABLE STATIC PRESSURE REGULATED STATIC PRESSURE RESIDUAL PRESSURE 0.50 PSI 0.24 PSI 0.14 PSI 1.00 PSI 2.00 PSI 2.15 PSI +2.17 PSI 1.00 PSI 4.86 PSI 30.00 PSI 121 .00 PSI 50.00 PSI 15.14 PSI P.O.C. INFORMATION METER SIZE 1" WATER TYPE STATION#/ CONTROLLER FLOW VALVE (GPM) SIZE 1 1/4" SLEEVE 1 1 /2" SLEEVE 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 8" SLEEVE 10 .. SLEEVE 1-4 WIRES 5-10 WIRES 11-20 WIRES 21-30 W!RES 31-40 WIRES 41-60 WIRES 61-99 WIRES 100+ WIRES N/A 1/2" PIPE 3/4" PIPE 1" PIP£ 1 1/4' PIPE 1 1/2" PIPE 2" PIPE 2 1/2"-3" PIP£ 4" PIPE 6" PIPE Station 1, 5 2, 7 3, 8 4 6 9 .6.1),Rt ..... Min./Wk. Irr.Days Plant Base ,Monfu Jan Feb ,Mar Apr May June July Aug •Sep Oct Nov :Dec "/Hour Ap.Rtx60 Per Wk. Factor .Run Time Weekly Eto 0.54 0.63. 0.86 · 1.03 1.05' 1·.01 1.-is, 1.09! 0,92 0.73 0.58, 0.47 0_64 --· 93.75 . .. 3 0.4 .. 12.50 Run Tirne. 7 8 11 13 13 13 14 14 1:i' g: 7 6. 6.79 75.95 5 0.7 10.63 Run Time 6 7 9 11 11 11 12 12 10 8' 6' 5 0.9 3 3 0.64 66.67 20.00 .. 20.00 93.75 5. 3 3 3 0.7 0.4 0.4 0.3 s.33 Run Time 2.67,Run Time .. i67Run Time··· 9.38 Run Time s 6 s 10 10 10 11 10 s t s; 4 1 2 2 3. 3 3 3 3 2 2 .. 2 1 __ ;_ 1: 2 2 i: 3 3• 3 3 2 2· 2; 1' 5 6, 8 10 10 10 .. 11 .,. 10 9: 7 5 4 APPROVED • AVIARA POINT ARCHITECTURAL COMMITTEE 4649 Brockton Avenue Riverside, CA 92506 (951) J 69-0700 fax (951) 369-4039 http:/ /www.comworksdg.com STATIC PRESSURE PEAK DEMAND DESIGN PRESSURE DATE INFO OBTAINED STREET STATION POTABLE 121 PSI 8 GPM 50 PSI California Water Efficient Landscape Worksheet/Hydrozone Table I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. 6/17/19 30+32.22 Reference Evapotranspiration (ETol 44 Hydrozone # /Warer Use/ Plant Factor Irrigation Planting Description (PF) Method 1-Existing Shrubs 0.3 Overhead ProjectType Residential 0.55 lnigation ITAF Landscape % of ITAF x Estimared Annual Valves in Efficiency (IE) (PFAE) Area (Sq. Ft) Landscape Area Water Use (EAWU) Zone 0.75 0.40 1,280 27% 512 13,967 10,11 6/17/19 NOTES: 2-Low Shrubs 0.3 Drip 0.8 0.38 2,175 46% 816 22,250 1,5,9 • • • • • ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATION AND VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. PVC PRESSURE MAINS SHALL BE ClASS 315 (2" OR LARGER) OR SCHEDULE 40 (1-1/2" OR SMALLER) MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: •• PRESSURE LINES: ••• LESS THAN 3" IN DIAMETER -18" COVER ••• 3"-5-1/2" IN DIAMETER -24" COVER ••• 6" OR GREATER IN DIAMETER -36" COVER •• lATERAL LINE -12" COVER SLEEVES UNDER ROADS: •• 6" OR LESS IN DIAMETER -36" COVER •• GREATER THAN 6" IN DIAMETER -48" COVER •• SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS): •• LESS THAN 3" IN DIAMETER -18" COVER •• 3" -5-1/2" IN DIAMETER -24" COVER •• 6' OR GREATER IN DIAMETER -36' COVER •• SCHEDULE 40 PVC □ 3-Moderate Trees 4-Moderate Palms 5-High Turf Spray 6-High Turf Drip 7-Pool &Spa ETAF Calculations Regular Landscape Areas O 5 Drip 0.5 Drip ; 0.8 Overheadl 0.8 Drip 1 Total ETAFxArea 2514 Total Area 4710 Average ETAF 0.53 08 063 130 3% 81 0.8 0.63 150 3% 94 0.75 1.07 540 11% 576 0.8 1.00 75 2% 75 1 1.00 360 8% 360 Totals 4,710 2,514 EAWUTotal Maximum Allowed Water Allowance (MAWA) 2,217 6 2,558 4 15,713 2,7 2,046 3,8 9,821 N/A 68,572 68,572 70,669 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. IRRIGATION PLAN -Ll-1 RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l---+.---+-/1\-----------+--+--J---+-~ I SH2EET I CITY OF CARLSBAD I SHE6ETS I PLANNING DIVISION ----------, !----!-----+----------------1-----1---1---+-----I ::::LAND=::::::SC::::;::AP~E;::::;::IM:;P::::R::::O::::VE;;;:;ME:;;;NT;:::;P:::LAN:::::=s=F===o==R=:===-====~ \ ' NORTH 0 8' 16' 32' SEHGAL RESIDENCE \}¥.USCAP~ 7129 AVIARA DRIVE, CARLSBAD, CA $¥PttNf, ~\ ~~-I{\\._ ~-;J,,· --l t---,, F ~ ---1 * -..~re.· * J0/31 /19 ,.p \ '.~new.:il oate ~ 1---+---l-----------------+---+---lf---l--~IA-P_P_R_o_v_E_D_: ________________ , i---i---+----------------i---l--+--+---1 ~-P::LA::N:::N:;IN::G=:::;:;:;;;:;::::::;-;========:::;;:====~· '.," ',,,...§4]!.,LJ.a...,/.:-.. -1',1; """ ✓-:ff !' or C~\. \'-<:£ DATE INITIAL DESIGNER OF WORK Expiration Dote:1Q/31 /19 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: KCK CHKD BY: $,IR RVWD BY: PROJECT NO. pEV201 ~0225 • DRAWING NO. 515-GL A * ~~ ~--11 ~-~3 -----16 lli~·~~=----:-~'.4 -i---,-.. -:-------\ 5 1. WALL MOUNT CONTROLLER -MOUNT PER MANUFACTURER 2. FINISH GRADE (FLOOR SURFACE FOR INDOOR MOUNT) 3. CONTROLLER POWER CONVERTER 4. HOUSE RECEPTACLE PER LOCAL CODES 5. 1-1/4" WIDE RIGID FlAT CONDUIT FOR WIRES -ATTACH TO GARAGE WALL 6. FlAT PVC 'y' FITTING -RUN POWER THROUGH FITTING & FLAT CONDUIT TO CONTROLLER 7. FLAT TO ROUND PVC ADAPTER 8. 1-1/4" SWEEP ELL * MOUNT CONTROLLER AT "EYE-LEVEL" (5'-o" +/-) Controller :,--( 1 101f---~ * -----, 7 1. RAINBIRD SEB-7XB PLASTIC EMITTER BOX 2. AIR RELIEF PER IRRIGATION LEGEND 3. FINISH GRADE 4. ½" X ¾" PVC REDUCER BUSHING 5. BARB X FEMALE THREAD CONNECTOR: RAIN BIRD XFD-TFA FITTING 6. ½" BLANK DRIPLINE TUBING: RAIN BIRD XF SERIES 7. BARB X MALE THREAD CONNECTOR: RAIN E • '. BIRD XFD-MA FlmNG Air Relief Valve SLIP BASE SOCKET OVER END OF WIRES 9 8. PVC TEE CONNECTED TO PVC HEADER PIPE 9. 3" MINIMUM DEPTH OF ¾" WASHED GRAVEL 10. COMMON BRICK -2 REQUIRED 2. STRIP WIRES APPROX. 5/8" FROM ENDS -TWlST TOGETHER 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER 4. PUT CRIMP END OVER WIRE ENDS -CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 6. PUSH SEALING PLUG 1NTO BASE SOCKET 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETIE SEALING OF CONNECTION 8. COMPLETIED WATERPROOF WIRE CONNECTION I Wire Connections C: DRAWING FILES TITI.E SHEETS CLSB-IP .OWG REVISED: -3 1 2016 ,_•,,1-··1,,· i==lil== i "i I ,_1 ._.,',_._II. -c:1-j!i--I ill-, 1-lill"I! I -1 ,-)!, j!Ll; [ iLl I ,1-,1, -!1--:--ill-·1 ~,11-111 -!_ 1-1'1 -r1,-l1 •-·1•1-· ··1- 2 BV * 18" MIN. 1. RECTANGULAR VALVE BOX WITH BOLT-DOWN UD AND SS BOLT 9. VALVE BOX EXTIENSION(S) AS REQUIRED NOTE: 2. HEAT BRAND "BV" ON LID IN 2" HIGH CHARACTERS USE TEFLON TAPE ON ALL MALE PIPE THREADS. 3. FINISH GRADE * 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS 4. 3/4" CRUSHED ROCK -4" DEPTH 5. BALL VALVE PER IRRIGATION PLAN 6. COMMON BRICK -4 REQUIRED 7. SCH 40 PVC MALE ADAPTER -2 REQUIRED 8. MAINLINE PIPING PER IRRIGATION PLAN B 12 F J Ball Valve MV l-f!j-jl)-1!! i_"ll___L_~_! __ L.:.7T"7_1 T -•l•-!1'1-_ 111-1 -1;1-,_, 1-,-11'.-1·'-11•- 6" I·, 11' 'I' 111 I 1~. i--,-!, r== : 1== -:: i i==i j ==! ! t~! / 1: JLTTrul~1 1.u.17:ii.Ll •-1•,-1 ·-1·1-'-~1-ll-:----ll_u-11 :-1 -I C ,. 12" -•-;j-,· 1m !•·11T 1 'rri d- .,. -1 -,,_ '@j, 1. 2. 3. 4. 5. 6. 7. 8. 9. 10_ 11. 12. 13. 14. • ELECTRIC CONTROL VALVE PER LEGEND RECTANGULAR VALVE BOX WITH BOLT-DOWN LID AND SS BOLT HEAT BRAND "MV" ON LID IN 2" HIGH CHARACTERS FINISH GRADE PVC SCH 40 MALE ADAPTER WATERPROOF WIRE CONNECTION W/36" EXPANSION LOOP #14 UF WIRES TO CONTROLLER MASTER VALVE OUTPUT 3/4" CRUSHED ROCK -6" DEEP COMMON BRIC!< -4 REQUIRED PVC MAINLINE PER LEGEND -LENGTH AS REQUIRED PVC SCH 40 ELL -SxS MAINLINE PIPING FROM POINT OF CONNECTION MAINLINE PIPING TO CONTROL VALVES PVC UNION -SIZE AS REQUIRED 1 /2" IN TURF AREAS, 2" IN SHRUB AREAS Master Valve 1. POP-UP SPRAY HEAD PER LEGEND 2. PVC SCH 80 NIPPLE -12" MINIMUM LENGTH 3. PVC SCH 40 STREET ELL -TxT 4. MARLEX STREET ELL -TxT 5. PVC SCH 40 LATERAL LINE FITTING 6. LATERAL LINE PER EQUIPMENT LEGEND 7. FINISH GRADE NOTES: USE TEFLON TAPE ON ALL MALE PIPE THREADS FOR PVC TO PVC CONNECTIONS. SET PERIMETER HEADS 1"-2" FROM EDGE OF WALK, WALL, OR CURB, ETC. ALL FITTINGS FOR SWING JOINTS MUST BE SAME SIZE AS INLET ON BASE OF HEAD. LATERAL LINE FITTING OUTLET SHALL BE SAME SIZE AS HEAD INLET. Turf Po Head 13 C G V) u w 0.. V) w w (/) z :z ' OJ 1 3 2 5 TTt.cl .. q-l l-'-'-TT1> l ·-·1 -1 1-li-;--I ,_;_L'77"_1 l1 -•l-111-1 -I , i.G-•.:rrf-'"-2.1/1::-, l !-:-:-:-11 1: . .,.! j 1- 12,----.. 1. 'CHRISTY'S' I.D. TAG 2. WATIERPROOF WIRE CONNECTION 3. 30" LENGTH OF COILED WIRE 4. VALVE PER EQUIPMENT LEGEND 4 6 7 ~-,11 5. INSTALL VALVE 12" MIN. ABOVE TOP OF HIGHEST HEAD 6. UV RESISTANT SCH 40 PVC MALE ADAPTER 7. UV RESISTANT SCH 40 PVC PIPE 8. FINISH GRADE 9. PVC SCH 40 ELL -SxS 10. PVC SCH 40 ELL OR TEE -SxSxS 11. PVC MAINLINE PER EQUIPMENT LEGEND 12. PVC LATERAL LINE PER EQUIPMENT LEGEND Anti-Si hon Control Valve 12" ·1!1-1'. : ! ==!liV'V'v''V'./'/'v'VVVV'✓'/'v'' I : Ii I 1-1 :~x ';:_ ,;.; :)/<~-).( '~>< ·v✓:<;( '~xv:.)•< ~/x:V/> '::;/ ;::x>-;)(, ~/X..)<C )¢·J:l:,!,; =1 / == i ==iii= =-1! 11-• ' 'fir'-.,''-./"V'-./' ·--ITT' >l/·v,.✓-..../'­==1 1 1=·[v''v' VV'V'✓'-./ v' v vv 'V'✓ '-./ v :[ I [ . i irv,,;v·vvv'v'V'/v·vvv'v'V'/V _·111= -1Ji_ =1 I i . 11 ____:_j l i= -1 '·-·-·1' ~ill-r,.d ✓-...,~'/<-~~~-,,vv·v,.✓~,,>:x.x -1 q-•l/,,/,.✓'-./' /'-.f'V '/ '-./ v' v· V'v' 'V '✓ '-/ 'v' vCI =J ! l-1 ·11v,✓'-./'v'V'vfv ·v•✓ ,/v'V v·v,/ ==ill= _,-dJ..ln .J 1. FINISH GRADE ....... __[ 1 ~---12 2. CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS 3. NON-PRESSURE LATERAL LINE PER LEGEND 4. PRESSURE SUPPLY LINE PER LEGEND 5. CONTROL WIRES -INSTALL BELOW PRESSURE SUPPLY LINE 6. PROVIDE 2" OF CLEAN BACKFILL BELOW PRESSURE MAINLINE NOTES: BUNDLE AND TAPE WIRES AT 12'0.C. PIGTAIL AND LOOP CONTROL WIRES AT ALL 90" CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE CITY. 36" MIN. COVER IS REQUIRED FOR RECLAIMED WATER MAINLINE (WHERE APPLICABLE). INSTALL 1 'x1 'Xl' THRUST BLOCK AT ALL TERMINAL POINTS ON MAINLINE. Trenchin 8 "---19 ~--'5 ~~=----------(11 1 3 2 13 11-----~ 9 ,---._ 1. 'CHRISTY'S' I.D. TAG 2. WATERPROOF WIRE CONNECTION 3. 30" LENGTH OF COILED WIRE 4. VALVE PER EQUIPMENT LEGEND 5. INSTALL VALVE 12" MIN. ABOVE TOP OF HIGHEST HEAD 6. UV RESISTANT SCH 40 PVC MALE ADAPTER 7. UV RESISTANT SCH 40 PVC P!PE 8. FINISH GRADE 9. PVC SCH 40 ELL -SxS ....----14 , ... '8 .,,----_10 .,,---.11 10. PVC SCH 40 ELL OR TEE -SxSxS 11. PVC MAINLINE PER EQUIPMENT LEGEND 12. PVC LATERAL LINE PER EQUIPMENT LEGEND 13. Y-FILTER PER LEGEND 14. PRESSURE REGULATOR PER LEGEND 15. SCH 80 PVC NIPPLE -TYP. 16. SCH 40 PVC FEMALE ADAPTER D Ori Anti-Si hon Control Valve I-t>'. <( I u 1. HARDSCAPE (TYPICAL) 2. CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS 3. SAND (TYPICAL) 4. NON-PRESSURE LATE;RAL LINE/ SLEEVE (SIZE PER CHART) 5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART) 6. PRESSURE SUPPLY LINE / SLEEVE (SIZE PER CHART) NOTES- • PRESSURE LANDSCAPE <3 .. 3"+ MAINLINE VEHICULAR <3" PAVING 3"+ NON PRESSURE LANDSCAPE <3" 3"+ LATERAL VEHICULAR <3" PAVING 3"+ 24" 36" 30" 36" 12" 18" 24" 30 .. SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE A MINIMUM 42" -48" DEEP (OR PER WATER DISTRICT STANDARDS) WHERE APPLICABLE . H Sleevin 1. MULCH PER PLAN 2. RAINBIRD · SES 7XB EMITTER BOX 3. FLUSH CAP 4. EASY FIT COUPLING 8. SCH. 40 PVC TEE OR EL 9. BARB X MALE FITTING 10. DRIPLINE PER IRRIGATION LEGEND APPROVEll • AVlARi'-. POINT ARCHITECTURAL COMMI~ 5. 1/2" BLANK POLYETHYLENE TUBING 6. FINISH GRADE 7. PVC EXHAUST HEADER 11. 3" MINIMUM DEPTH 3/4" WASHED PEA GRAVEL 12. COMMON BRICK (2 NEEDED) APPRO VEO FOR !RR/GA TION ANO PLANTING ONLY, 11\JCLUOING PRECISE LOCATION OF PLANTING AREA. IRRIGATION DETAILS -Ll-2 RCE. __ _ EXP. ___ _ DATE K Automatic Flush Valve 4649 Brockton Avenue Riverside, CA 92506 (951) 369-0700 Fax (951) 369-4039 http:/ /www.comworksdg.com REVIEWED BY: INSPECTOR DATE NOTE: ALLOW 6" MINIMUM OF DRIPLINE TUBING IN VALVE BOX '"---+--+-1-------------t----t---t---t----i I SHE3ET I CITY OF CARLSBAD I SH~ETS I ,... PLANNING DIVISION ::L=AN=n=s=c:'..AP::E::::::l::M:::P:::R=o==VEME:::::::::::NT::::::P:;:L::A:::N:::S:::;F:;O:::R=: ===--====~ SEHGAL RESIDENCE 7129 AVIARA DRIVE, CARLSBAD, CA ~=====1=====~=================================~=====~=====t=====~===~ PLANNING ~-"-:..l1.LIY;!"'-,~ ~ ~~~~:::;:;:;;;;:::::;-;:==:::;::;::::~:::;:=,::==~;::::===::;=~ -51,;; -:--; ~ i---~+--~1------------------+-c:c-:::::-+--,,--t--c::--r::::-:--i OWN BY: KCK PROJECT NO. DRAWING NO. I APPROVED: '!" or C~\. \~c::s DATE 1N1r1AL DATE 1NrnAL DATE 1N1T1AL cHKD BY: s,1R oEv201 a-0225 515 SL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P 2 • Expiration Date:10/31 /19 -----·"-----------------------------. ---- A E I 1. PVC PIPE (PER LEGEND) 2. SCH. 40 PVC TEE 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. SCH. 40 PVC MALE ADAPTER 5. COMPRESSION ADAPTER FITTING 6. SCH. 40 PVC CROSS 7. COMPRESSION COUPLING 8. COMPRESSION ELBOW FITTING 9. COMPRESSION TEE FITTING NOTES: ALL PERIMETER LATERALS ARE TO BE 2" TO 4" FROM THE EDGE OF Pl.ANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VALVE FLOWS. 1HE TOTAL LENGTH OF ALL INTERCONNECTED DRIP UNE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. Ori line Fittin s 10 1 4 7 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING 2. AREA PERIMETER 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. RAINBIRD XOF1018 DRIP HEADER 5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL) 6. MANIFOLD-TO-ELBOW CONNECTION 7. RAINBIRD XQF1018 DRIP HEADER 8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK TUBING AT EACH HIGH POINT 9. PRESSURE REGULATOR LOCATED AT EACH SUPPLY MANIFOLD 10. NDS MODEL 1011 SPRING CHECK VALVE OR APPROVED EQUAL -LINE SIZE NOTES: ALL PERIMETER LATERALS ARE TO BE 2" TO 4" FROM THE EDGE OF PLANTER AREA. line In Islands 0 1. TREE TRUNK 2. TREE ROOTBALL + + + + + + + + + + + + + + + + + + + 3. 3" LODGE POLE PINE STAKES PER PLANTING PLAN 4. PLANT BACKFILL PER PLANTING PLAN 5. BUBBLER ASSEMBLY PER IRRIGATION LEGEND 6. FINISH GRADE 7. UNDISTURBED NATIVE SOIL 8. 1/2" Cl.ASS 315 PVC LATERAL LINE 9. SCH 40 PVC TEE AROUND PLANTING PIT 10. PEA GRAVEL IN BASE OF ORAIN PIPE • INSTALL ASSEMBLY WITH CAP FLUSH TO GRADE Tree Bubbler Heads 0 □ B 5 F J 2 :.:.· .....---! 5 1. TOP OF MULCH 2. LANDSCAPE DRIP LINES 3. FINISH GRADE IN PLANTER AREAS, BACKFILL OVER DRIPLINE 4. FINISHED GRADE 5. SUB-GRADE OF NATIVE SOIL 6. ('*) LATERAL DRIP LINE SPACING -18 INCHES 7. RAINBIRD TDS-050 TIE-DOWN STAKE AT 3' O.C. MAX. Ori line Burial 9 ,___--~\' 3 ,__---\\~, 2 \-..---~ 1/ 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING 2. AREA PERIMETER 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. PVC FLUSH MANIFOLD 5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL) 6. MANIFOLD-TO-ELBOW CONNECTION 7. PVC SUPPLY MANIFOLD 6 .......... -18 8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK TUBING AT EACH HIGH POINT 9. COMPRESSION TEE FITflNG NOTES: ALL PERlMETER LATERALS ARE TO BE 2" TO 4" FROM 1HE EDGE OF PLANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VALVE FLOWS. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED 1HE MAXIMUM RUN LENGTH. line In Odd Curves 12·· 1. RAINBIRD 1806-SAM POP-UP SPRINKLER BODY 2. PVC SCH 80 NIPPLE -12" MINIMUM LENGTH 3. PVC SCH 40 STREET ELL -T x T 4. MARLEX STREET ELL -TxT 5. PVC SCH 40 LATERAL LINE FITTING 6. LATERAL LINE PER EQUIPMENT LEGEND 7. FINISH GRADE 8. FLOOD BUBBLER / DRIP EMITTER -PER IRRIGATION LEGEND WITH RAINBIRD PA-80 PLASTIC ADAPTER NOTES: USE TEFLON TAPE ON ALL MALE PIPE THREADS FOR PVC TO PVC CONNECTIONS. ALL FITTINGS FOR SWING JOINTS MUST BE SAME SIZE AS INLET ON BASE OF HEAD. LATERAL LINE FITTING OUTLET SHALL BE SAME SIZE AS HEAD INLIT. Bubbler Head □ 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING 2. AREA PERIMETER 3. 4. LANDSCAPE DRIP TUBING (PER LEGEND) PVC FLUSH MANIFOLD 5. 6. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL) MANIFOLD-TO-ELBOW CONNECTION 7. PVC SUPPLY MANIFOLD 8. 9. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK TUBING AT EACH HIGH POINT AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS OR BERMS NOTES: All PERIMETER LATERALS ARE TO BE 2" TO 4" FROM THE EDGE OF Pl.ANTER AREA. C Ori line Center Connection 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING 2. AREA PERIMETER 3. LANDSCAPE DRIP TUBING (PER LEGEND 4. PVC FLUSH MANIFOLD 5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL) 6. COMPRESSION TEE FlmNG 7. MANIFOLD-TO-ELBOW CONNECTION 8. PVC SUPPLY MANIFOLD 9. AIR/VACUUM RELIEF VALVE (PER LEGEND) NOTES: ALL PERIMETER LATERALS ARE TO 2" TO 4" FROM THE EDGE OF PLANTER AREA. I • ;;~",~7"'---------{ 1 G Ori line In Trian ular Areas D ® 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING 2. AREA PERIMETER 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. PVC FLUSH MANIFOLD 5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL) 6. MANIFOLD-TO-ELBOW CONNECTION 7. PVC SUPPLY MANIFOLD 8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK TUBING AT EACH HIGH POINT 9. AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS OR BERMS NOTES: ALL PERIMETER LATERALS ARE TO BE 2" TO 4" FROM THE EDGE OF PLANTER AREA. Ori line End Connection ~---------.. 1 1. DRIP CONTROL ZONE KIT PER PLAN '---'8 2. PVC/TUBULING CONNECTION 3. j" PVC SUPPLY HEADER 4. ECO-MAT SUBSURFACE IRRIGATION MAT 5. DRIP LINE TUBING, WRAPPED IN POLYPROPYLENE FLEECE 6. PLO-TEE 17mm BARB x BARB x BARB TEE FITTING 7. 17mm PLO BLANK TUBING DISCHARGE HEADER 8. LATERAL LINE PER PLAN APPROVED NOTES: ALL PERIMETER LATERALS ARE TO BE 2" TO 4" FROM THE EDGE OF PLANTER AREA. • H Eco-Mat Installation 4649 Brockton Avenue Riverside, CA 92506 (951) 369-0700 Fax (951) 369-4039 http:l/www.comworksdg.com AVIARA POINT ARCHITECTURAL COMMITTEE APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C!S£ LOCATION OF PLAl\JTING AREA. IRRIGATION DETAILS -Ll-3 RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----.+--+-1-----------+---+----l---+----I I SH4EET I CITY OF CARLSBAD I SHE6ETS I PLANNING DIVISION ;:;L=AN:;:;;:D::;SC::;AP~E;:::;l;:;M;P;R:;O;:;VE;:;M;:;E;:N;T;:::;P;L=AN:;':;S=F;O:_;:R;::===:'....::==:::::: SEHGAL RESIDENCE 7129 AVIARA DRIVE, CARLSBAD, CA 1----+----+-----------------+---+----i----+---< I-AP_P_R_o_v_E_o_, _______________ _ _PLANNING l-----l------l------------------1-----1------1-----1---,1 DWN BY: KCK DA TE INITIAL DESIGNER OF WORK Expiration Date:10/31 /J9 REVISION DESCRIPTION DA TE lNITIAL OTHER APPROVAL DATE INITIAL CHKD BY: S,JR CITY APPROVAL RYWD BY: PROJECT NO. DRAWING NO. DEV2018-0225 LP 515-6l I ! I iw \z \ \ ◊ / / / / / . . . . -. : .. . . . . .. . -: -. . -~ "-~-~ // \ \ \ ' TOP OF SLOPE (/ J I i / / I / '--.....___ ,-/ ---~ --------~// ·c::!!::=iJil'o.. -------~;:0-1 I -----------------+ s "' ~/ 0 / YA ,,-,I n + + 0 0 "' n <i' < WOOD GATE '- '(:1,; ~-0--AVIARA DRIVE ' 1 6" RCP -. . . .,. VV'C"U vvv,;t VV'O'V vvvv vvvv, ... vvv,;r RIGHT 7 I ' I I SHRUBS /VINES @ ® @) @ @ 0 © PLANTING LEGEND: BOTANIC NAME COMMON NAME ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM FEIJOA SELLOWIANA PINEAPLE GUAVA HYMENOSPORUM FLAVUM SWEET SHADE PRUNUS CERASIFERA PURPLE LEAF PLUM PYRUS CALLERYANA 'BRADFORD' CALLERY PEAR PYRUS KAWAKAMI! EVERGREEN PEAR ALYOGYNE HUEGEL!! BLUE HIBISCUS CALLISTEMON 'LITTLE JOHN LITTLE JOHN DWARF BOTTLEBRUSH CISTUS PULVERULENTUS MAGENTA ROCK ROSE CISTUS PURPUREUS ORCHID ROCKROSE DODONAEA V!SCOSA 'PURPUREA' PURPLE -LEAF HOP BUSH LAVANDULA ANGUSTIFOLIA 'HIDCOTE' HIDCOTE BLUE ENGLISH LAVENDER RIBES SPECIOSUM FUCHSIA FLOWERING GOOSEBERRY CAREX FLACCA BLUE SEDGE CLMA MINIATA ORANGE CLIVIA GREVILLEA 'COASTAL GEM' COASTAL GEM GREVILLEA LANTANA SELLOWIANA TRAILING LANTANA SANTOLINA VIRENS GREEN LAVENDER COTTON VERBENA PERUVIANA 'PURPLE' PERUV1AN PURPLE VERBENA SIZE / SPACING WUCOLS DETAIL QNTY 24" BOX MODERATE •c• I LP-2 6 15 GALLON LOW •cl• LP-2 9 15 GALLON LOW 'A1 &'F', LP-2 4 24" BOX MODERATE 'A'&'F', LP-2 3 24" BOX MODERATE 'A'&'F', LP-2 2 36" BOX MODERATE 'A'&'F', LP-2 3 48" BOX MODERATE 'A' &'F', LP-2 1 5 GALLON LOW 'D'&'G', LP-2 16 1 GALLON LOW 'D'&'G', LP-2 28 5 GALLON LOW 'D' &'G', LP-2 17 5 GALLON LOW 'D'&'G', LP-2 7 5 GALLON LOW 'D' &'G', LP-2 9 5 GALLON LOW 'D'&'G', LP-2 32 5 GALLON VERY LOW 'D'&'G', LP-2 15 1 GAL/24" O.C. LOW 'D','E'&'G', LP-2 110 5 GAL/36" O.C. LOW 'D','E' &'G', LP-2 35 1 GAL/36" 0.C. LOW 25 1 GAL/36" O.C. LOW 'D\'E'&'G\ LP-2 13 1 GAL/24" O.C, LOW 'D' /E' &'G'. LP-2 40 1 GAL/24" O.C, LOW 10 ',/vv,:,,i, ,/., Q QVV.,, ,/v9 ,:, vv vv <>vvvv t; vvv •.•:::;.•::.•;;;;. VERBENA PERUVIANA 'RED DEVIL' RED DEVIL VERBENA 1 GAL/24" O.C. LOW 'D' ,'E'&'G', LP-2 50 O'V<>V VVVV'1 <; V VVV V VVVV<1V11'1 V V V VV EXISTING LANDSCAPE TO REMAIN, PROTECT IN PLACE. CONTRACTOR TO REPLACE ANY LANDSCAPE DAMAGED OR DISTURBED BY CONSTRUCTION ACTIVITIES WITH LIKE MATERIAL. LOW WATER USE PLANT MATERIAL TO BE ADDED TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION STANDARDS SODDED TURF MARATHON II FESCUE OR APPROVED EQUAL HIGH 'H', LP-2 NOTES: • ALL TREES WITHIN 6' OF HARDSCAPE TO RECEIVE ROOTBARRIER. ANY TREES WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY SEE DETAIL 'C', SHEET LP-2 • ALL PLANTER AREAS TO RECEIVE A 3" MINIMUM DEPTH LAYER OF SHREDDED WOOD BARK MULCH • PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST • ANY TREES LOCATED WITHIN A VEHICULAR SITE LINIE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6' ABOVE THE ADJACENT TOP OF CURB 615 S.F. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a, STANDARD 1 -COVE·, CROP/AND EROSION CONTROL MATTING: COVER CROP SHAU_ BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEE MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEE'. OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR TREES: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT f3E USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD #2 -GROUNDCOVER ONE HUNDRED (100%) OF AREA SHALL BE PLANTING 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 SEVE~ TY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE) d. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LAl~GE SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE CF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEIT SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING) b. 3'-8' IN VERTICAL HIJGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 A~,D #3 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 A COVER CROP PER STANDARDS #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OF MORic OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING b. A POTENTIAL EROSIO~ PROBLEM AS DETERMINED BY THE CITY c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT FRONT ELEVATION e,(.411.J-------7rTREES TO BE INSTALLED IN SHRUB AREA □ 5'HIGH T.S.FENCE \_5, HIGH CMU W/ SMOOTH TROWEL UPHILL SIDE YARD ELEVATION 4649 Brockton Avenue Riverside, CA 91506 (951) 369-0700 fax (951) 369-4039 http://www.comworksdg.com • AVIARA POINT A,tsCHlTECTUAAI..COMM~ APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLANTING PLAN -LP-1 RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l-------+---+--1------------+---+---+------t----. I SH5EET I CITY OF CARLSBAD I SHE6ETS I PLANNING DIVISION 1-----1------+---------------------+---+----+------i :=LAND====s==c=AP'..'.::::::E:::::::IMP:::::::R:::O:::VEME::::::::::N::::T::::::P::::L=AN::::S=FO;:::;R;::===-===:: SEHGAL RESIDENCE 1--------+-----+-----------+--+---1----+-----1 7129 AVIARA DRIVE, CARLSBAD, CA f--l t- --~AAtj R~---~3~w~---=lf-~!8M½mn~=if,~£--8"'~1R----~~MVR~---·~S-WN~R----,-,Q~sw½~~----S\/\~~----~mM~RR----~S¾W~R-----s>s~~, -- 1----f---+----------------f------lr---f---+---------fj-AP_P_R_o_VE_D_: --------------- _PLANNING OWN BY: DI NORTH 0 8' 16' 32' DATE INITIAL REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: $, IR RVWD BY: PROJECT NO. DEV2018-0225 DRAWING NO. 515-6L C: DRAWING FILES llll.E SHEETS CLSB-IP.DWG REVISED: 3 1 2016 ---------------- A E H L ----"2 K i 2" * ',e;wT ' iili!i'l1 ,=1c:i T' , , r:-'-1 24" ~ ~ 2x ROOTBALL 1,:- 1. TREE PER PLANTING PLAN 2. CINCH TIE ( 4 PER TREE} 3. (MINIMUM 2) 3" DIA. x 1 O' LONG LODGE POLE STAKES, 4. PLANT TABLETS PER PLANTING SPECS / NOTES 5. EARTH WATERING BASIN IN GROUNDCOVER AREAS 6. FINISH GRADE 7. ROOTBALL: SE1 CROWN 1 "-2" ABOVE FINISH GRADE 4 8. COMPACT BACKFILL MIX PER SOIL ANALYSIS AND RECOMMENDATIONS REPORT 9. NATIVE SOIL 10. 3" MINIMUM DEEP MULCH PER PLANTING PLAN NOTE: 1 O' LONG LINEAR ROOT BARRIER CENTERED ON TREE TO BE PLACED AT HARDSCAPE EDGE WHEN TREE IS WITHIN 5' OF HARDSCAPE Tree Plantin • SPACING PER PLAN TYP. • I EQ. EO. * * DIST. FROM HARDSCAPE: EQUAL TO 1/2 THE O.C. SPACING AS NOTED IN THE PLANTING LEGEND UNLESS OTHERWlSE NOTED. Groundcover S • ac1n FERTILIZER PROGRAM: THREE (3) FERTILIZER APPLICATIONS ARE TO BE APPLIED TO ALL PLANTING AREAS AT THIRTY (30) DAY INTERVALS USING THE FOLLOWING FORMULA: 5 LBS, 16-16-16 COMMERCIAL FERTILIZER PER 100D SQ. FT. SOIL TESTING NOTE: AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A. ORGANIC MATTER CONTENT 8. N, P, K C. pH D. EC E. SOIL TEXTURE (SILT, CLAY SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECCOMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHA~L BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS THE RECOMMENDATIONS OF THIS REPORT SHALL TAKE PRECEDENT OVER THE ABOVE QUANTITIES ONLY WHEN THEY EXCEED THE SPECIFIED MINIMUMS. Soil Pre aration C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 --------------------··----------------,---- NOTE: ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. 1. PALM TREE PER PLANTING PLAN 2. WOOD MULCH -DEPTH PER PLANTING PLAN 3. EARTH WATERING BASIN (REMOVE AT END OF MAINTENANCE PERIOD) 4. ROOTBALL 5. PLASTER SAND BACKFILL 6. JETTED, TAMPED COMPACTED BACKFILL PER PLANTING NOTES 7. NATIVE SOIL ~----,2 1 . TREE PER PLANTING PLAN 2. ROOTBALL 3. STAKE PER 'TREE PLANTING' DETAIL 4. EARTH WATERING BASIN PER 'TREE PLANTING' DETAIL 5. FINISH GRADE 6. DEEP ROOT BARRIER AT EDGE OF HARDSCAPE -24" DEEP, 1 0' LONG CENTERED ON TRUNK 7 TREE PLANTING PIT 8. STREET CURB PER STREET IMPROVEMENT PLANS 9. COMPACTED BACKFILL MIX PER SOIL ANALYSIS AND RECOMMENDATIONS REPORT 1. SHRUB PER PLANTING PLAN 2. DECOMPOSED GRANITE-DEPTH PER PLANTING PLAN 3. PLANT TABLETS PER PLANTING SPECS / NOTES 4. FINISH GRADE 10. PLANT TABLETS PER PLANTING SPECS / NOTES 11. MULCH -TYPE & DEPTH PER PLANTING PLAN 12. CONCRETE PAVING PER PLAN 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO PLANTING GROUNDCOVER) 6. ROOTBALL: SET CROWN SLIGHTLY ABOVE FINISH GRADE NOTES: 7. COMPACT BACKFILL MIX PER SOIL ANALYSIS AND RECOMMENDATIONS REPORT 1. ROOTBARRIER TO EXTEND 5' TO EITHER SIDE OF TREE TRUNK 8. NATIVE SOIL 2. ROOTBARRIER SHALL NOT ENCIRCLE THE TREE ROOTBALL N.T.S. B Palm Tree Plantin N.T.S. C Linear Root Barrier N.T.S. D Shrub Plantin N.T.S. N.T.S. 1. TREE PER PLANTING PLAN 2. V.1.T. CINCH-TIE TREE TIES ATTACH TO STAKE WITH WOOD SCREWS 3. 3" DIA. x 10' LONG LODGE POLE STAKES 4. PLANT TABLETS PER PLANTING SPECS/NOTES 5. 'SLOPE GUARD' BY CENTURY PRODUCTS (714) 632-7083 6. FINISH GRADE 7. ROOTBALL: SET CROWN 2" ABOVE FINISH GRADE 8. BACKFILL MIX PER PLANTING SPECS/NOTES 9. NATIVE SOIL 10. MULCH -TYPE & DEPTH PER PLANTING PLAN F Tree on Slo e Plantin SOIL PREPARATION / BACKFILL NOTE: TO ALL NEW PLANTING AREAS (SHRUB AND GROUND COVER), ROTOTILL THE FOLLOWING AMENDMENTS: 'NITROMULCH' SOIL AMENDMENT -3 CU. YDS. PER 1000 SQ. FT. 16-16-16 COMMERCIAL FERTILIZER -12 LBS. PER 1000 SQ. FT. BACKFILL MIX FOR TREES, SHRUBS, AND VINES SHALL BE AS FOLLOWS: 6 PARTS BY VOLUME ON-SITE SOIL 4 PARTS BY VOLUME ORGANIC AMENDMENT AS ABOVE 1 LB. 16-16-16 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 2 LBS. IRON SULFATE PER CU. YD. OF MIX 'NITROMULCH' SOIL AMENDMENT AVAILABLE FROM 'KELLOG SUPPLY, INC.' (800) 232-2322 - N.T.S. G 2x ROOTBALL DEPTH { 9 ~0~x8~ DIAMETER L SHRUB PER PLANTING PLAN 2. MULCH -TYPE & DEPTH PER PLANTING PLAN 3. PLANT TABLETS PER PLANTING SPECIFICATIONS 4. FINISH GRADE 5. EARTH WATERING BASIN 6. ROOTBALL: SET CROWN FLUSH WITH FINISH GRADE 7. COMPACT BACKFILL MIX PER PLANTING SPECIFICATIONS / NOTES 8. NATIVE SOIL 9. CUT PLANTING PIT INTO SLOPE TO CREATE LEVEL BASIN Shrub on Slo e Plantin 1 2 4 8 7 SOD NOTE: TURF GRASS SHALL BE_ PLANTED BY SOD LAYING AS INDICATED ON THE PLANTING PLAN. TURF SOD SHALL BE 'MARATHON', 'MEDALLION', OR APPROVED EQUAL. SODDING: IRRIGATE AREAS TO BE SODDED PRIOR TO INSTALLATION. MOISTURE SHALL BE UNIFORMLY PRESENT TO A DEPTH OF 2". SOD SHALL BE STORED WITHIN A SHADED AREA PRIOR TO INSTALLATION. SOD SHALL CONFORM TO ALL LAWN SHAPES AS DESIGNATED ON THE PLANTING PLANS AND SHALL BE INSTALLED IN SUCH A MANNER AS TO VISUALLY ELIMINATE ALL JOINTS AND EDGES OF SOD STRIPS. FOLLOWING INSTALLATION, IRRIGATE TURF AREAS THOROUGHLY TO PROVIDE GOOD MOISTURE PENETRATION. ROLL ALL SOD WITHIN TWO (2) DAYS FOLLOWING INSTALLATION. SOD SHALL BE UNIFORMLY SMOOTH IN APPEARANCE AND SHALL BE FLUSH WITH THE FINISH GRADE OF ALL WALIKS, CURBS, ETC. N.T.S. H Sodded Turf N/A APPROVED • AVIARA POINT ARCHITECTURAL COMMITTEl'i FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 lNCHES ARE EXEMPT FROM ADDING COMPOST AND TlLLING PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE 4649 Brockton Avenue Riverside, CA 92506 (951) 369-0700 Fax (951) 369-4039 http://www.comworksdg.com APP RO VEO rOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA TIO!✓ Or PLANTING AREA. WHERE ON SLOPES, THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1 :1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH 1 PLANTING DETAILS -LP-2 RCE, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHE6ETS I 1---+---t-----------------t------,c----t---+-----, ~ PLANNING DIVISION 1-----+---+----------------t-------11----t---+------1 LANDSCAPE IMPROVEMENT PLANS FOR: SEHGAL RESIDENCE 7129 AVIARA DRIVE, CARLSBAD, CA 1---+---+----------------t------,----t----t---1 IA--PP_R_o_v,--E_o_: ______________ _ _ PLANNING REVISION DESCRIPTION OWN BY: DATE INITIAL DATE INITIAL CHKD BY:-S=,1-R- OlHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. DEV2018·0225 DRAWING NO. 515-SL