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CDP 16-34; LAVIN HOME; Planning Commission
--·--·------- I I , I I ' IU I ll z IU "- ' n I 0 0 3 0 ' ·_, I '1 1fi :,: ~ ' "' I x IU CITY OF CARLSBAD PLANNING COMMlSSiON Case Name: LllV 1 V\ 'RES I c:\..e._in U... m Case No.: Ll) P \ 1.tJ-;i<f nA'l -11._J"I) Exhibit No.: Date: \_g \ \D l SI! 111 --10 1 87.S' EXISTING 6' WOOD FENCE ol-fEET INDEX: PAGEl PAGE IA PAGE 2 PAGE 3 PAGE 4 PAGES F AGE-€, FAGE 1 PAGE B PAG,E 9 PAGE 10 PAGE II PAGE 12 PAGE 13 PAGE 14 PAGE IS PAGE 16 PAGE 11 PAGE lB PAGE 19 PAGE20 PAGE 21 PAGE 22 PAGE 23 3.S' 5COPE OF WORK, 5ITE PLAN, GEN. NOTE5 5TRUCTURE5 WITHIN 100' 5ITE PLAN, 5ECTION5 SA5EMENT, 15T FLOOR PLANS 2ND FLOOR PLANS, CROSS SECTION CROSS SECTIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ROOF PLAN FOUNDATION PLAN BASEMENT, 15T FLOOR FRAMING PLAN5 2ND FLOOR FRAMING PLANS SPI STRUCTURAL PETAIL5 SP2 STRUCTURAL DETAILS SP3 STRUCTURAL DETAILS SNI STRUCTURAL NOTES TITLE 24 INFO TITLE 24 INFO GRAPING PLANS GRAPING PLANS ELEVATATOR PLAN5 ANP PETAIL5 ELEVATATOR PLANS AND DETAILS ELEVATATOR PLANS AND PETAIL5 ELEVATATOR PLANS ANP DETAILS ELEVATATOR PLANS ANP PETAIL5 / -----·---------------------······--~---I {,;;\: .. : JI .f;h(•i:s EXISTING CONCRETE PATIO . . ····-······· '-,,, ',,, EXISTING RESIDENCE TO SE REMOVED ' .[.,.--EXISTING Ff. /: CONCRETE 1 i 6TEP6, WALKWAY =1 I t· 1··: · 1·------------¾ ------·-1 i : : : ~-~• . ..:.-~.J-------------i I') "' ~:;J_ ~3 ,!l IU xn I IU " IB.€>6' ' I 'O I 11) '•,,_ ··------------------------------------------· • w > -<[ t- ::J z t- d) _Lj r--f-------------------------------__ _,.,., ........ ___ ............................... +. ______ ,.-w =t 0 ' EXISTING 4 GARAGE EXISTING DRIVEWAY I i TO SE REMOVED i ' ' ................................ t L_..-----<"'.-~E=x~1~sr~ING .,, wooo aENcE ............ -------------·---------+-f---t--. -i---------------' ------------ 2.33' 81.S --- EXISITN~ SITE FLAN PROJECT NUMBER: CPP 16-34 PROJECT I $!TE GUMMARY INFORMATION All ci:Tmn.,~ 81.tachsd ta an,; appllM<:e or ;"lr151F':ace that. burre oalld fuel shall be e~ulpp.,d wllh an .;::,pri:oved •!='oYk i'll'reoter. Ths nel free ~a of chs opar,S arreon...-&hall be n::>;. I'""• than four t!m.,. the net fr..,. """"' af lh" ou\te, af ths chi""""<I, Ths spar!<. 111Te,&te,r ""'''""" &nail h11V€ i'le1'1. and C:OrT<>$!on reol•t.lnce equlvalenl. \.Q 12 ~ ;ufre. 19 !3"'";;1" 9alvanl::sd wire, o" 24 9au9., &talnleo6 ot.sel. 0!"=1"9• ohl'IU nei·. rerm!t the ;,,a....ag., or "f"heree havln>3 a dlairster of 1 .... than 3/!i, lr.:h. 5TREET ADDRE5S, APN NUMBER: LEGAL DE5RIPTION: LOT AREA: (5Q. FT.) ZONING DE5IGNATION: EXI5TING/PROP05ED LAND U5E, GENERAL PLAN LAND U5E DE5IGNATION, FLOOR AREA -EXl5TING (5Q. FT.) FLOOR AREA -PROP05ED (5Q. FT.) TOT AL BUILDING COVERAGE (EXISTING): TOT AL BUILDING COVERAGE <PROP05EDJ, 5EWER DI5TRICT, WATER DI5TRICT: 5Cl-!OOL DI5TRICT: PROP05ED WATER DEMANDS/ 5EWER GENERATION: PROP05ED DRAINAGE Dl5Cl-lARGE/ MA5TER DRAINAGE BA5IN, AVERAGE DAILY TRAFFIC, REQUIRED PROPERTY 5ETBACK5: PROP05ED PROPERTY 5ETBACK5, OCCUPANCY: CON5TRUCTION TYPE: FIRE 5PRINKLER 5Y5TEM REQ'D: S2 !SB Cl-lE5TNUT AVE., CARL5BAD, CA 204-122-10-00 LOT~ IN BLOCK "B" OF PALl5ADES IN Tl-!E CITY OF CARL5BAD, COUNTY OF 5AN DIEGO, 5TATE OF CALIFORNIA, ACCORDING TO Tl-!E MAP Tl-lEREOF NO. 1147 FILLED IN Tl-!E OFFICE OF Tl-!E COUNTY RECORDER OF 5AN DIEGO COUNTY, FEBRUARY S, 1923. 4,375 MULTi-FAMILY RE5IDENTIAL WITl-l BEACl-l AREA OVERLAY ZONE BAOZ (R-3) RE5IDENTIAL 1-!IGl-l DEN51TY <R-23J 5FR/5FD REMOVED EXI5TING, 996.S NEW LIVING, NEW GARAGE: 996.5/4,375 = 22.7% 2,130/4,375 = 46.6% CARL5BAD CARL5BAD CARL5BAD UNIFIED 550 GPD/ I EDU CF5/ 10 ADT 20' -FRONT S' -5IDE 10' -REAR 4,735 766 LOT COVERAGE CALCULATION$: ;:ire ot""l='6 at the follo,oln9 location,, pgr Ssc.tr,:,n 7:lO· a. In c=cealed Of"""""' af ~tcid wallo ~ f>artlt10,.,, lnc.lud1n9 ri..--.-ec opa=~. at celllrJ9 an,:;l iloor lsvelo ard .ot 10 foot !nt..o,rvalo, bot.h vertleal Mel har!=<>nUII T,"ods><.. b. At all lttt.sr<::om=~l"'ns be1.w""" conce,ale,d vertical and 1-,,:,rJ::onUII opace& •uch a& occur at &Qffltb, ci"op c;efllr190 and c,:;,vo, co,Tllnea c, In c,:;,ncea:OO opac:eo betwo,er, st;alr o·.rT"9"""• at t.he top e,-.d i:>attaffl o~ the run and 1:,et~a •tud• along and ln!'n"' 01!tt-. ,un cf otlll~ lf ~t-e u.all~ u"d"" -1.iis otalro a-,, unflniohs::::I. ci. !n apsn'ng• aro"'1d vsnt.e, plpeo, due;,,,, ch1mn9!!6, nreplaceo, ,..,,,; M.,rlar opa,,1"95 whrcf-, afford a 1"<'•""'3" for Fire e<; cellln9 and floor leveio, with non-o::o.,bu&tlble mater!al11. G86 and non-cc-.,b,..,.Ubie plplr19 ln wall6, p-tn9 thcou~ thro,e fk;,oro or le&», !>hall be o,ffscllvel~ draft otoppsd at. ,a.sch Floor or celll<19, n,.s: di~ por~t f= exhsw~t ar• ~hall l:>e a-. le&t 3 fo,et Prcom a~ <>F"enlng fntc tho, bulldrn.9, NaliT"9' m!II;:,.., fn ="'F'l:lll'lee WT'.h T.ebl"' 2304.9.1. 1-lclc-d:,wn anc:ha!-5 11USt be tied la r,la= r,rlor to routdat!on rnor,ectron. All wsat.h""'"""I"".....;; 11urr11<:.,,, ohall t-.av"' a IILMther-r,.,,l&tlvs ::Mn-I...-ta F"Ole<::I ths l/1\srlor wll oovsrrn9. b<terlor apenrrigo shall Oe fl&hsd an oucoh a mannsr ao ta o,al<.s them weat.h191'proof." if irul!deo ,..., uoed, each tru.&o ohall be le9lbl~ branded, ma"'-"'d. ar othsrwloe hav,a perir.ansr-tl~ afrlxed the""'° ,his iailowl"fl lnPorma\l,:,n laca'_o,d wr,hrn 2 ft.. O>I' th,;, c~ of ths •p..,., on lhs bol.loffl char& fa) ldsntll!, of ins co. "18nufa<0'Wr!"!': the tr""•, r'c) The deol9n lead, (c) The op&;;:.l".9 ,:,/' ths t,-..,oe,,. ROOF PIAP14F<:A6M, 15132" pl!J-"Oo& Structural "1, CDX uit>locked P.l. ltdex 3211&, ad ,it&" c.c. ,.,:,is<' t bourda-~ ..a\111, ad at tt' o.c, field n~TI<>. L:,,.,. <>ta-ler board or =x pl~woad .st "'""=· A':tlc vsnt.ilh'.!on ap,.nln9• of-ell be c:ave,-ed wrtf-, c"'"""lan-rdoSolM'. met.al ""'"" with ""'"h q:,en·rig• af '14-1u.h rn difflenolor.." Section 150;:l,5, i=L.00;;;, PIAPI-IRA6M, ::l/4" pl!,llJO<>d, StrUG:'Wral 11 fl~e-nailed fie.,., ur,blocl<.ed F.I. ineJex 48/24, IOci at 6" a.c. edge• bou~da,; Mlis, :o• c.c. field l'k'lll<> FLI.JM'51N6, Neu: w.at.er cl,:,oo,-.o .and S&5aclawd fluohomst.ee v.alvss, If an~, ,oh.all u.., ~o ,nare than 1.28 eallon> per fluoh and 11h.all meet pe:-Fo~~n= otMi:ia,·ci" s&tabll<>hsci b~ the A:nsrlc.,,n Nat.1011111 Statdard<> ln,,W.:.;ce Stardarcl Ail2.le.2, u.d urlr,.ai& and aooacr""'°d fl....,,omet..r val·✓eo, If ar'I!,. ah.1111 """' no m,:,re th.o"rl ons 9allon per fl""h and ohali meet performance ot.ar,aa-do e..-.ai:,lr&ned b!:f ttie Atnerl<:"" Na!.io,""I ;,-t.,,ndardo lnetltu'llli St..lnda,ci A:12.l':3.2 W$ Cods, Sectlan 11e2L3 (b) 5h<'W<!<" eta'lo ohall accom,nad.-t.e a W"clrcie and a mlnl1"U11 fleer ares ar IP:14 •"I· In. uc,::: oei::t. 410.4 !~ """"JJ= and tub-fflotL1Sr ccmblna,1ano, c<X1trol valv,.. ohllll Os preo.oure-ba:&oc,;ec;:I or -have a thennooUf\lc rnlxln9 1:,o.,i. I.IPC 412.7 NB.JJ lllATE:R. CLOSE:$ SHALL :JS=:: NO HORE THEN 1.2.e GALLONS OF WATER PEF<: FUJS+--1 LAVATOF<;IES !=AUCETS MAY NOT EXCEED 1.2 GPM A~D KITCHEN FAUCET5 MAY NOT EXCEED 1.8_ GPM AND 5HOUJERS MAY NOT ~<C~ 20 GFM OF FLOUJ. CPC SECTION 402,0 THE CONTROL VALVES IN i=IATHTUSS, WHIRLPOOL 6ATHTU6S, Sl-lOUJERS AND T<.16--SHOWER COMBINATIONS MUST e,;: FR=55LJRE' SA:...ANCED OR T+--IERMOSTATIC MIXING VALVE&. CFC SECTION 414,5 AND 41<".0 ELECTRICAL., i:lsclrl<><ll ou1;e1.e WII be Tnot.alled :n ac::col'dar,o:e '"Ith N:C. All 12Sv, aln9l,a r,haos, 15 ar 20 Ao,p convsnlsn= =tls'lll In 1,>at~.amo, k.ltcflen CC\JI".;.,..-top fa) within .& feet OT 1.he 1<1'1.cho,n olrk. autcioaro, ar.d In ,sarag..,, and baoern..nts !othsr \h.ar, for l.aundr~ and &lmllar e.:;u!pfflm) aneJ wo,I ba:-ornka ohall be c:;.F! r,rct.sctsd. Nl:C. ~="F'tacle autlet local.Iona &hall ccmpl;i w!th NSC. Eisctrl=I ~tsm 9ro~ndln9 to be provlcled po,r N=C, 6FI pro-.ectlon ah.all co01pl!:f >:ilth the N!::C. LT9nt.ln5 a,.:tlet,, ccnlrolle.d b!:f a ..all ewl\.ch oi-..all bo, provl®d ln accordance with tl'>e NEC, All 119ht il"t,,,r,.., TriclCi<:1!119 lho,,o, lnetalled in clooete, Wll comp:~ w:th \t,., NEC. Fluo,..ocem flxlu""o root be of thoa ball.ai>l<sd ½fps thari can onl~ aee"'pt fh.1crs:>e"'1l 1u1-;,.. with~ mlnln-um errrcrenc~ ct 40 lumeno per uiat.t. 1., i:>athroofflo, .al: flx=eo -1 be of high er'TTcT.,rcy •l~le ar oanlrollsd b~ a 11111n<J.all~n a=upancy osnoor, 1.e. '1bov.. th<e wat"'r clcoet, lav~ ol..-J<.o. oh,,:,wer, tub, elco ifi tho, nlcldl"' of 1M ,:,llthraa,n,. All al!-1er raamo ceq.i1,.,, lnotalled flxluree to 1:,., hl9h elT!cle,icy or be contrcilec, ~ ~ manu~ll~-on ,:,=upcncy ""nsar ae difflfflel'. Dutdoa,-l!ghtrns fl,du,.,,.,, llr"-r..ie",ulrec::I ,o be h19h dffieT,,,.,cy ar ,:,antralldd qi a ce,n,i,,!nauon elf photoe<:morcollmotlon ~snooc. r;,,,,.,1<,., e>stectoro ,oh.ail l:,e lacat.,od faJ 'MTcl"' ..,,eh bedroo11, (I:,) c.,,.,...rally located In can-•do; or area 9lvlr9 &;;:.ce&a to ole"'Plr,.s """'""· (cJ On sa::.h otary. (dJ !n the ba,,.,merrt Tf par\ of the CUellln9 unit, (s) Whsn ols"l"l"El roarno ~,., up61111r& at t.he ur,per level In cla11s prax:rnll!J u:, ':.he stains, ff) In =m• ad,Ja::"'7t to h<ll1"111!:f6 ....,-.,in9 bedroom,, u,han oueh r,,cfflo have a ee1lrn9 24 in. or'"""' ,sb,:,vo, ths cs!,Tng height In ths -hall""":I R='CEFTACLE OUTLET LOCATIONS WILL COMPLY WIT+--1 CEC ARTICLE 210.S2(AJ A, PROVID:C TAMFER ~!:>iSTANT ~ECEFTACi.ee, FOR ALL LOCATIONS DESCRIOl:P IN 21052 E. PROVI=-WEATl-la.! Ri:SISTANT TYPE RECEPTACLE& INSTALLED IN LIJET OR DAMP LOCATIONS. C. Ail OUTLETS WILL SE ARC FAULT PROTECTED LOCATED IN ROOMS Oi:SCRIOED INN.EC 210.12(5) KITCl-leN!:>. LAUNDRY AREAS. FAMILY, L.lv!Nc'J, SEDROOMS, DI\JIN6, +.IAL!...5, =CT, D. PROVIDE C,FCI PROTECTEP OUTLETS FOR LOCATION& DESCRl6ID IN N.EC 210.8, K!TCl4EN5, 6ARA6E5, SAT!-IROOMS, OUTDOO~, lLilT..ilN 6-" OF A 51N"'-'., L..:II.INDRY AREAS, KITCI-IEN. D15!-IWA5!-!ER5, ECT. U A 2Cl AMPS'<.E CIRCUIT DEDICAT=D TO EAC!-1 i=IATf-lROOM, OR 2.J AT L.:AST ONE UJ AMPER!a: CiRCLIIT SL.IPPL Y'N6 ONLY SATl-!ROOM RECl:PTICAL OUTLETS. RECeF'tlCAL OLlTJ...J'cT LOCATION WILL COMPLT lJJITH CE.C ARTICLE 210.52, EN=RC>Y, All nsl:i el,.,,,ng (f,.nso1.•auor,J will be h'l!M.led "'Ith a e"""1.lfy!"9 label a,t;,,::ho,cl, ot,,,rn tr-e l).valuo,_ Ma...,f.aeturo,ci wind= ehall havs a lai:>,,l(oJ at!.ael-ec:i, lndlca-.1"9 csr.rflcllllo,, b~ '.he Ni=RC and C<>ffFllance with t,,o, .,..,..,.,3~ calculatrcse, C:?th-':aac"-"'d duet taps la na lang,,r permitted ao ths oole cannec.tlon Far mechanl<><li d..ctTn9. Ouct uipe0 a& a mln. ohall "'"'et the rsq..,lre,,,,.l'r'.> <>i UL \SIA ,or 6, or addltlorul du::t .att=htr.srrt dsvlcsa 11ueh aa lie wr~r,• or mast!<=. ~hall be rec;urred ror !n&talli<>,3 rnschanTC<ll ducttne AW. 11-<STAL..:..a:> WMINAIRE6 51-iALL SE ..IIG'-1--SFFICACY WITH WI: TA6Li: 150.•A. Ll61-1T SOI.IRCSS T'"IAT ARE NOT MARK=D "JM-~OIE--E'' S+--1,<1,U. NOT SE INSTALLE:l IN :I\C~Sia;D LI.JMINAIRES. ES C%),0[1Q IN SATl4ROOMS, GARAC..-E5 LAJND"<-Y ROOMS, ANP UTIUTT ROOMS AT LEAST ONE WM NAlRE 5!-IALL Si: CONTROLEP ST A VACANCY S~i:>OR DIMMERS OR VACANCY Se!SORS S+.IALL CON"fri/.OL ALL LED STTLE L.UHINA~. TWO EXCEPTION6, i=IXT!JRE INSTALLED IN !-!ALL.WAYS OR (CLOSET LINDE:R 10 E!,QUARE F-ETJ R=i:55ED CAN UC>!-T FIXTIJRB:, S,-!ALL SE IC L5T2D, AIR-TIG!-IT L.ABEI...W, AND NOT S!:c EQUIFFE!:' WITf< A STANDARD MrnlLIM aAS!c. SCR9.IJ Sf<EI...L LAMP HOL.Pa.:. ES !05.0(1<:) 5FD OUTDOOR Ll<'.'sl-lTING. FIXTURE$ T+.IAT AR!: ATTACl-l--::0 TO A ElUIL.DING ARE REQ:.IIRE:, TO 6:C !-116+.I E=i=ICACY, 6:C MANUAL.LY ON/OFF SWITCl-l CONTROUJ:D, AND I-IAVE SOT'.-! MOTIION &ENSOR ANO p;.,oTOCEU. CONTROL SEE 55 SO.O(K) 3 i"OR ADDITIONAL CONTROL OPTIONS. THl6 PROJECT SHALL COMPLY WIT+-1 THE, 2016 CA RESIDENTIAL CODE, THE 2016 CBC, THE 2016 CEC, THE 2016 CRC, T+-IE 2016 CMC, THE 2016 CPC, THE ZOlb CFC, Tl-IE 2016 CA ENERGY CODE. FINISH GRAPE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FT. (WHERE OCCUR5J GRAPE SHOULD SLOPED AWAY AT S% FROM ALL SIPES OF BUILDING. (2% FOR IMPERVIOUS SURFACES) FOR SIPE Y ARP DRAINAGE SEE SECTION C/2 OF GRAPING PLAN. PROPOSED BASEMENT LIVING SPACE a 1,362 SQ. FT. PROPOSED GARAGE" 768 SQ. FT. 22' -FRONT S' -5IDE 14' -REAR R-3 V-B YE5 a TOT AL 2,130 SQ. FT. LOT COVERAGE, a 2,130/4,37& a 48.6% NOTE, THE GRAOIN<'.:1 PERMIT T1LJ5T S!:c l&SUl=D ANO ROUGi.l GRADING APPROVAL 06TAINED PRIOR TO ISSUANCE O!= A 6Ull...DING PERMIT. GRADING PAD C=RTIFC.ATION REQUIRED. S4 NOrE, "NOT ABLE TO ?LOT EXISTING SDGfE EASEMENT PUE TO INSU. T IN~ORMAT N' :XISTING ,&' SDGfi::. EASEMENT PROPOSED 81.S' 54 PROPOSED 200 AMP METER. PANEL: ?ROPOSl=D GAS METER: LOCATION 31 &' 51Di: YARD 5 1 ~---~' ----------------------------·&ET-BACK LINE·---- 1 : 2' ...._ I 1 Ii -- 10· I REAR YARD ! i--,.-r, SET-BACK I ROOF i::AV LINE--+-~, -I o, 1fi Ll~E 7 I ' I I ' -10' I 14' I NEW CONCRETE! PATIO I I.S' ROOF EAVE LINE PROPOSED RESIDENCE ~ \. 101 $COPE OF WORK: DEMOLl51-l EXI5TING RE5IDENCE, CON5TRUCT NEW 2-5TORY 5INGLE FAMIL 1 RE5IDENCE: BA5EMENT: 1,321 5Q, FT., 15T FLOOR PLAN, 1,756 SQ, FT., 2ND FLOOR PLAN: 1,6&6 5Q. FT., TOT AL LIVING, 4,735 5Q. FT. WATERPROOF DECK5: ~35 5Q. FT. PROPOSED GARAGE, 766 5Q. FT. PROPOSED ENTRY STAIRS AND PLANTERS NOT TO EXCEED 42" ABOVE GRADE WITHIN FRONT YARD 5ET BACK U6E PERMEABLE MATERIALS S4 S4 --------' 8lJ CONCRETE I -L '1 )-z <( ·-3 .... ti~ -r,: -t_X -::C 5TEP5, WALKWAY ' n ('.C7' 11w Ff. -IU IL w Is n IV 1 ill~-REPLACE (EJ W.M. W/ !" W,M. I I (j E 20' FRONT YARD SET-BACK LINE PROPOSED ENTRY LANDING TROUGM DRAIN PLANTER pc: sz: :::::s,,c --z:: :s✓ - ' i-"-2' DECK CANTILEVER ' ~ 20' FRONT Y RD-" 1: :-,, ~-BACK) .. E ' = ~~ B_!-~:_R ~~~ 6~~ ~3= = ,J I I ~ • w > -<[ t- ::J z 7 =v= -z ~,=-..11-'S2'. J f-[ :sz =---= 'L NEW d) c~~~ TE S2 ill 40' =t 0 'X9.5' ON SITE ISITOR PARKING SPACE II V 11 I (1 11 I (xi I ~ 11 i I i I I V1 u ~ w Is I~ 1 n 1F 1:i>i 11 I I)<! II U 11 In 11 [)<1 11 I '.) 11 In (xi 11 I "J w I~ ~ I~ co 3 ---- <[ r Ill N ----"Sf- () * ~ C, z Ill 3 Ill "' <l: I-s: il'. " Ill C, II[ Q <!) :::l () r: O!. u <[ > )- Ill z • Ill _J 3 w " " I') ll II[ " "' Cl !L z 'i!/; c() '.] ~ C,:) 0 t!) s:: "' N ,-:r, 1::n .;j ,~ < -.,,, u -:,,'. U) SJ "' ,.; -8 w L~ '" '"1;) ,:: •J" o-, "' 0 ,.,< ,,, V -· "' ;r: ~., -h, r, ~ U) -Q . .., z r, >C ::s:: :c '~ Cc = 0 d ~ 0 er m OUJNER5: BRIAN AND LAURA LAVIN ADDRE55, 1!;8 CHESTNUT A VE. CARLSBAD, CA SCOPE OF WORK: CONSTRUCT NEW 2•STORY SINGLE FAMILY RESIDENCE, 4,73S SQ. FT. WATERPROOF DECKS, b4S SQ. FT. PROPOSED GARAGE, 768 SQ. FT. APN NUMBER, 204-122-10-00 w 0 z w zo --> U) j t1i so ~------2' 3' -------------------------&' SIDE YARD------------J 6ET -BACK LINE 5, 1 -----------------y' ----L I <C>ROPOS=D ROOt= EAVE a.7 i:::.. SUMP PLJMP ----- PROPOSl=D 4' DRAIN T+-lRU CU"2.5 :~ 9 ~ ~----$-1--t_E_E_T_# ___ l ~:: LINE C,,/ ,;,;I VICINITY MAP PROPOSED SITE LAN so LAVIN RESIDENCE PROPOSED GARAGE f 3 '-0" T 23'-o" 20'-o" NEW CONCRETE DRIVEWAY -5% .::::::·_:·_---------~~"~d~jl -cc'"';% ~-,,-c"1""~" ,ccCCC~~cc'-:''~o,.,CCCCCCC"cccCC 5• I TRANSITION ' I ijt-',,\ ~-5' 20' FRONT Y~RD TRAN51TlON SET BACK UNE ---o, I r-+-PROPOSED I DRAINAGE ' ' ' ' CD CR066 6ECTION SCALE 114" c 1' SYSTEM 20' FRONT YARD l 4'-011 TOP or EXT. CMUWALL--✓ SET BACK LINE ' 1-lANDRAIL ~I I ENTRY STEPS i>s_,s, ~ ~ I\ ,, I s~ -o, ' I -' EXISTING AND I FIN!SI-+ GR.ADI= I CR066 6ECTION --l-!ANDRAIL ENTRY ST AIRS AND LANDING !:,CALE 114" " I' PROPOSED RESIDENCE ' CMU ______________ J PLANTER --------------~ / / ' ' ' 6.33% ~--------EXISTING CITY SIDEWALK ------NEW CONCRETE DRIVEWAY APRON ---EXISTING CURB AND GUTTER EXISTING ASP~ALT ROADWAY DRIVEWAY GRADE CALCULATION$, LENGTl-l OF DRIVEWAY, 23'-0" ·ELEVATION FRONT TO BACK, 2'-2 1/2'' 2,26 I / 23.01 a 9, 9% PROPOSED RESIDENCE / ENTRY LANDINGS WALL ----~H-----------------'--------------~'""---===~-- EXISTfNG AND FIN!$!-! GRADE 1" PROPOSED -o, DRIVEWAY =======;:~-_:;:,--~------------------------------------------------0 ---------------------------------------------~ t,. :_. <> ~ _i,.. ~ ,,.~• • I .-7,~ '...,.•·,., Lr' >:t ~~ ··t,.·•~·:. 1~ "'"111·~··1,,~l -----------------------------------------------------------------------~ ~ CR055 6ECTION 1,4 SCALE 1/4" • I' I I I I I ' 1 f 1 } fl ' ' ' ' ' I I I I I I ' ' ' ' ' I I I I I I ' ' ' ' ' ' I I I I I ' ' ' ' ' I I I I 100' I ' ' ' ' ' ~ ~ -------_I_ -------------f----------_I_ ----------~ ' ' I I ' ' I I ' ' I NEIGl-l60RING I ' RE61DENCE ' I I NEIGl-l60RING RE61DENCE ' ' I I ' ' ' 87,5' I ~ Ft-----------------------t'.....-=~=~=-==,==""•""'=~=,~"",=~=5•~==-,----=~=~=1, 100' NEIGl-l60RING RE61DENCE I ' I .L--~b;c, ~~___;..,,_j_o-V : ~Ill) I'~ I I I CO'NCR=TE I : DRIVl='JJAT I I : I ~Ft----------------------~4-==""'==""""=='='~-~-~-~~~•~~=g=~,,~e=1.=s~'eaees~!="'="==l~-==="'="='="'"'=i:1~ ' ~-------------~ I 10 I I I ' ' ' I NEIGI-IBORING I I , RE61DENCE , NEIGl-l60RING ' I I RE61DENCE I ' ~-------------~ ' I I ~-----. I ! • ! '----j---J ! ~ ft---------i-------------~ -----------1-----------~ I I I 100' I I I I r--+----~ I I I I I I 1~-~ I I I I I I I I I I I I I I I I ~~ I I I I I I ~ I I { + + I"= 20' SITE FLAN ' I I 40' -N9ll C'°).!CRSTE APRON 6TRUCTURE5 WIT¼-4IN 1001 OF 6ITE ' I Cij,_ I 1 ' I I • I ' I w I > I -<t I ' I I I- I :::J z I I- I d) w I ::t I 0 I I I ~--Fl-, I ' I ' I I I I ' I ' I I I I ~--Fl- I I 100' , I I I I I 40' I I ' I I I I ~--Fl- I I , I ' I I I ' I I I • w I > I -<t I I- I ::J I z I- I d) ' I ' I ~--Ff..- ' I I w I :t 0 I ' I ' I I I ' I ' I di. 1- -------------------------- <ti '-r-N '-'I- () ill I- <I Q -- " 'I-'- ill J <I (,) <I) 3 <[ !I) Q ill <I) > w oc I: u }- Ill z 3 <I oc Q z C) - w l) z w Q -d) w ~ z -> -<t _J ., \!I z 3 <[ IJI_ Q • ill ~ IL 5!-IEET 1A LAVIN RESIDENCE N l$ 0 ' ' ' .. / / / / / / / ,-_,,,,,,.-:?'r<--(NJ WINDOW : Vi/=,.. WELL XO TEMP V ' V "' 40'-o" < 50% BC!..OW -ADE .. 71-611 XO T:::.i IP / I/ .. T N E I> W///Y/ ///////////////, ////"/////////;///~ 2·-," r / :Y-P ·:i, 'i-P INTERIOR FRAMED WALLS J q:p I [CJ] I coy.p : / V / : -/ W/ R-!5 INSULATION AT f/ / ~ i, (p-_ -_ ----_ __,.-LI~~ SPACE IN BAS=MENT '?" _ -______ ~I _ -, WE;BAR : ~ ~~ 1 / 1 1 I~ 7-11 1 ; V/J-/~/--~ ' ---v". --------l/ ------------------, / --------\-----------------------------~ -----------------~ -------'='=':<:_\------+---r1 ~ ' , / ' MEDIA ' ' : :© 1 L-----------v -------- 211-G" < 50% BELOW G:RADE ~ ~ ! ,/ I l:~:Tw;~~1~:1 I I ! :: ~ \ /_/ ! ! / V e:i-c!).. ___________ -0~ _-0 rt// = -~ V / : TrP. ,,...,,..,,,. , 10'-1½," 2'-4½" s'-o" 20'-1¼,'l---• --- 11 11 11 11 11 "' _, IL .. r: xlil -... () 0 -._;x ~ i ~ i 2xb WALL 7 rli, INTERIOR FRAMED WALL6 I I i) 0.. -----WI R-15 IN6ULAT!ON AT ~ ! --st fil LIVING SPACE IN BASEMEN~-! l X 1- --- I/ / I/ I/ I/ I/ I/ I/ I/ / i/ / / I/ V/ ,,2' 6 11 t/, ·~--1 ~ , ·o o >3-------------6? l :: ~x ~ X "'" -1~A6EMENT/GAME ROOM \ i 111111"71-,-h--1,-1~ --INT~IOR FRAMED WALLS D ~+,,-/r-'/ / / ~ W/ Rt15 INSULATION AT LIVING: SPACE IN BASEMENT ' ' 0 ,~~ ~ ~ :J! ,I S-\' WALL HT. '1 : ~ V I/ / I/ I/ / I/ / 11 11 11 11 11 11 11 11 i ~ $ ,Ar'f J ~ 1 / FLAT CEILING : V / ~AN~ -Cl) ~ i'\6~ ~ ' : ~/ /, \,,2:.;_047~: / ::, ~ ...,~., D , / Q------------fD ' i/ ~ s'-1" WAl.l 141:{_ ~~ ~ ' t/ FLAT CEIL~J' ',f',•~t~tr 2'-4" ---• ___ _,,,, "" i ~ V VH-,--/,---,r; ;:')= ---..._: -7· ce::;: ~ 3'-3" "E.90 = \. ' t/ ~ ~ CN)SD :J:i -~ / !At.A~,.~ b'-s" \e,'-2½" s'-1½": // 'k'~c-'>~ l--J-.!--1/~ CARD~ATT rHi -~ CJOU j N I CARDBA ;,. rli, S~~~~-i~ i, ~ /, (NJ r:;,1e," T'r'"PE 'x' Jn V / (NJ WINDOW ,, / GYfF5UM SOARD a---~1----a\ : t/ WELL // WALJl-S AND LID 3, h" j;3 d1J : ~ / ,, COl'l'IPLETE -/ /, : 12'-10½," '\fOWN /_;;ii 2xb WALL_}: t/ // : 241-011 " "-~',;--tfP-:-, ELEVATOR sPAcE V / / : la'-1" wM Hr. " PER SPEC pd,_ 1~24 % // ' 6A6EMENT WALL CALCULATION, """ Fl.AT cE1L1;/;cs _9DouBI.E u.,.-$,_ s1a" / / / , A~~--=-_-_-_~--_--~--_-_-_-_-_-_-_-_~--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--, A,L:=D-~ Cl'\ G:YF&UM SC{,ARD r' / 1/, j: 184' LINEAL FEET OF BASEMENT UJALL5 'f '---.__ S'-2½," / .. V, ,.__ (NJ WINPO µ WELi. ,!) ' 52'-o" = < 50% BELOUJ GRADE /1/ V I ,': \ -.____ / ,, 2xb WAI.I.,: / / /, 148-41' LINEAL FEET OF UJALL AT OR MORE -.._ CN) co / • "-ALARM / $D ~ L_ V ---,----'k THAN SO% 6ELOUJ GRADE "' , , , , ,, , ' ✓v '', , "' ,,1, :, r'/ // / 148Al'/184' = 80.6% > 7S% REQ'D --1-------------~ .~"'.'~~~~-=n• ~-: __ :, : : : / / -----------~ ~=ii~CATED 40AMP GARAGE ~~~~~~~t MINUTE ·"6 ~ ~ i i -i-lf'---:; ~T----~ ~ ,, / \ : F.F. 465, TIG:HT-FITTIN'7, 1 3/4 DOOR~ , , = \__V : : ii 1/1: : f" / :I! !ll ' r C) "' :I! C 0 ' ' I ' ' ' ' ' ,!) ' ,!) 9 r ,!) ' (P 40'-o" 10' REAR YARD 131-011 I0'-s½a" 3'-9½,' I2'-S" -~~~ . ,----------'---------------------------------·--. --=-.-o:;;·=·;;:::::;· ;::::;;:::;,::::;;:::o;q:::::-==· =·=:=, ::i" i:li=:::;;=;;::::;;:::::;;::::;;:::::;;::i:i ______ --------·---I------------7 I (NJ 199K STU (6\ 1 1 , , 1 , 1 1 1 1 1 1 1 1 I j TANK LES5f-\..V2-H---:--i~: -:,--·-++<-::~:: ::::::: ==:,-,z3-WP!, ToERo=,-z3 f--4: ~:+-4: -: : : : j , l-1-20 HEATER 1 1 _, , , 1 , ,.._ --, : 1 1 : : : : I 5ERYICING: XO OBS ~ I I 1, I I I I QG DECK GQ I I I I I I A lJN OS$ IL • i ' ~w TI~P : ! ' 1 i i : : TEMP i 2ND FLOOR 3 S,'-01~r;•_o" .WGFI I WP -{'("\ : : : Lo'11x 2LO" I J_ =0, : : : : : I 2' " 3' o" , T~ RELIEF ii: (I I)' 1 1 1 1 II 1 , -(,' , 3'-0" 1 1 1 1 1 r """ x - I VALVE 3/4" iLINE~FG i /N) ISSK BTU [ TANK LES5 FG: • ff 1-120 HEATER .,_ HP RELIEF .,,_ VALVE 3/4"_,,,,./ LINE-_,,. - ~ e, I I I I "-I = inill ,0 ----i Sl-011 1-· ,, S1-011 'I IL~ I r: . ' liJ N ... XI' zo 1! 3, I I -s"' v-:::s' SIDE , YARD SET i SACK LINE ! I I I I I I I i JI zN I• 3 X 1 <! a 9 " ' E s'-I0" z ~ ..., D D D ' 1 \ - -~-3-,i~~,,-L -------... -~ 3'-s" 9-1 I , '-o" -~ '-c!:6') M,SED RI-IEEM 100,000 6 TU HORIZONTAL s'-1" WALL I-IT. I FAU Modsl R'::l2P ' FLAT CEILING 95% rssldentlal gas furn~s C5A csrtlflsd 1 ON 18" PLATEFORH ~ (N~D HARD/SATT N ' "' ~ !.J \ -fd I ' I ' I ' I I ' \ ' \ • ~FAN/LED ' 6ED 2-_ ls'-1" WALL HT, FLAT CEILING ~ s'-II" rHi .. NICI-IE 2x6 WALL_/' ELEVATOR &PACE = PER SPEC PG, lS-24 ~ o~~t!u~A;~:~e" CLO.SET UNDER 6TAIR7 J-' :1;: : I I I I I ' -~' ' ',. ' ,-......_ /,:-.,:: I) '<., I I I I f~t,, : I~ : :1 } (A\: 1: : I: !:~ ,, \ ? J ', ' ', ' "'' 7 -----=--=--....;r' r , ,_ ; 3 g z 3 I ! I 5' SIDE YARD SET ! BACK LINE--..j + ,_.,, ' : o, I I I I ' I ' :I! ~ • ,_ •• ! -' I I I= i .:, ·'l' I ~ ~ I, 2~0V OUTI.ET FOR EY6E ~~:Twi~1~: ~~~A~~~;~~ :~~~~OSING, c~· / (A\ : ; I; ; I: ~ -)' ~ //. ' _C/ A_-!l, UP '' 1,✓, 1: V, ': MIN. 1/6" FALL TO \,;1---1 1::: ' '' 1 0 / ~-GARAGEDOOR --~-4'° "' --:-: I: : ,, : V A ~ , ____ !___ -r-----7:D ~ ----,\ ~ liiiiiiiiiiiiiiiiiiii-: : : : ~ ~ 6 0 '-!1/u·p : 1: I 1: 1: '\: I 1:: 1: 1: ~ : : : : :~~: ' I • /% : : ~~~~-~~;;~~_-;;,~;;~~:-~;;_-~;~~~------------i:', 2xi& WALL 14'-o~,',~co~~~ET4~;:~,V6E vv:: / , : : FINl&l-!=D FLOOR W/ 1" AFFROVED CONDUIT "-..,_, J / , : : TO MAIN ELEC. PANEL, AND TO SE FERMANENTL Y , "' 1 % : : AND Vl&IBL Y MARKED "FOR FUTURE ELECTRIC : =C)• .___ ', a@ f' / / / 1 1 VEl-llCLE CHARGING STATION". 1 ....._ ~ -----------1/ -----1----~-------------------------------------------------i------~ --.. ::--:-....~-.. 2go ---------------------.---· f----r / 1/ : : y --f:ART_ ---v : iv ~ :,1 : 9 (NJ 5/6" TYPE 'X' : v-; V / : -GYPSUM SOARD : I/ ,, I//,; ~/ / / /1 ~~~;!.~ LID : ~ ----I/"" 1e'-o' ·/ ////////////////////;//// V llljill!llllllllllll.llli'llllllll·:111'1111111111.J!lll''lllllllll,;lll!:IIIIIII I/ /PROPOS9? TROUGl-1/SOLT/LINEAR DRAIN TO PUMP V V 23'-I" I:'. / 40'-o" ~; -/ / -26'-10" < 50% BELOW GRADE 26'-10" ~--------! BASEMENT /GARAGE PLAN ------------------------------- / / / I0'-s" / ' - ' 0 ' (P ' ' ' ' ' ' ' ' C) ' r C) ' I ID'\ I \.V I I I I I L _______ _ WALL LEGEND: EXISTING WALL$, ~EMOYED WALL$, C'C'('('? NEW WALLS, 4-JALF WALLS: Iv V v v Vi CMU WALLS, P'. ////I (!F 1:-.:c;..uoED ON P~"N5) V I/ / ·--------------------------------------------------T . -20' FRONT YARD V SET BACK LINE----~ I/ D 3 / / / L PLANTER 16T FLOOR PLAN 1,158 6Q, FT, E 3 2xt?WALL_J' ,-----, 1 9'-I" WALL HT. -~ !=LAT CEILING: "/r' DOWN--+-;-O--<t----, ' ' I ,. 42" ' I2'-b" L .. I/ V I/ I/ l--:'. C 3 J-225AMP METERED PANEL ' I= •() I_, ·r I ' 9 C) !ll " ~ z 3 <[ (l'. Q 3 -<t Ill r: u w l) z w Q -d) w oc z -> -<{ _J • SHEET lil 2 LAVIN RESIDENCE -----~---- () ' 'I" 'Sf" 0 N 0 ' "' ' 9 x"' Ox X. 9 "' w~I "' ' <( X IPANTR1 ~ !EA----- -----. jg, 20'-7½" XO 6 1-0" X 5'-0" I: 'f1J l,,:_~-""~---""-----,<J..Pf p D/W ~ ,r / I 40'-o" 2-20Y- DBL L--I _Q~EN r;,,-------e, -~------L'< -~-r o-------.,~----,=-= ' KITC!-lEN BRISTOLITE ~~ . PANTRY 13'-1" XO 6 1-0" X 5'-0" I 9'-1" WALL i..lT. I 2020 5KYLITE rrp, VAULTED CEILING: ESR-3171 0 SEP 4 19'-1" WALL I-ff. I FLAT CEILING: ' 0 "' -, DINING I ':I\.J" WALL I-ff, I VAUL 1'ED CEILING ' LED-6-, 6Rl5TOLITE 2020 SKYLITE ESR-313/ / DUCT CHASE FROM BELOW TO ATTIC PROVIDE REQ'D !=!RE I I I -<>-:=AN/LED , Q:-! 22'X30" ,I...___ ATTIC / . -~ '\ ACCESS / 11 '\ '~~ 00~- ,.________J::!ARD/SATT 1 1J 1 , oo = )'~----' --._'s:-_ __:b~--1.'..___ __ -,f-__ _::c_c..__ I tLAil 50 ~! \ I ~ARDJeATT N I , I ,----,-1~~~2'-6" , I ¢: , / : W.I.C. D e, ' ' llOOAMP US-PANEL-11 ' ' \ ·, ., S1-lf1 ::E '! I 2'-4" ~~-~ f;\A !-l . ~\ ~ e:-1 C : ~ - STOPPING---+ I I I -le I I I POWDER~!~ I ~ ' )0 0 I ~x Oaa 2'-6" /' LED , / ' ,, b...-~x6 WALL "' CLOSET ' 09 " ~ Ci> CAN n( 1 LITE '_I( TYP. X ----------E? -N ! 0 ' ' N x!j a <( 9 ii) -0"' ~ _, Ill .,. 0 <:() X 1 • z "3 01 c-:. ..;J[ o.., _, Ill .,. a X = • z ' ,))3 -~ -1 'Sf" /, \ ' I #' 11 b" GA-h \ ,.____ iiiiiiil ._ ,,,,,,-(NJ HEAT 4 GILO l=G .i. / MODEL *6Lt5X \ 1 11'-1" WALL .lr. I FLAT CEILl~G 2x6 WALL-/ ELEVATOR SPACE () PER 5FEC FG. 1~-24 ·d-i DOUBLE LAYER: S/13" GYPSUM BOARD ,I) ' r V :9 wm :!/: X l)" .,. ,I'- __-UL REPOR'r! ~ANSI Z2L44 (UL121J I ' I ¢ I DIRECT V/T / , GREAT ROOM ' ¢ I 9'-1" WALL ~T. I ,I 1 VAULTED CEILING / I , ' I ' \ , I I ;· \ 4FAN/LED ~--------~ ---------0 ' 2xb WALL f LED 160130 TEMP "-.___ --------....---~ ---_ MULTl-5L!DE _ -------------- , , ' ~ , ' a\l: -"' ], \_V :: ' s'--0" x s'-o" CASE T=MP ' ' , ' ' ' ' ' ' 1: ' ' ' , ' ' 1: ' ' ' , ' , 1; ' ' 11 !I ' ,1 ' ,, ' ,, ' " , j 'I ,, ' 'I ' ', ' 2x6 WALL 2x6 WALL \ ' ' , ' ' ' ' ' ,, 8'-o" x s'-o" FIX TE'1P 31 31 Wt Ill -' I ct I 31 IL Cl I !j! I LINE OF WALL BELOW :::i I ,I) _, _'\) WATERPROOF PECK ------------------------1 D 3 24'-10" 2ND FLOOR PLAN l,bSb 5Gl. FT. lb'-2" WALL LEGEND: EXISTING WAW.S, REMOVED WALL5, ('('(';'~ NEW WALLS, !-lALF WAW.$: • X X X X I (IF INCLUDED C:N F'LAN5) (1) 3 '-<t ' Ill N '-'Sf" 0 * ~ (l z Ill 3 Ill "' -<[ I-> oc <I Ill (l ll' Cl -- " r: "I" 0 '- ),- Ill z • Ill 3 w _J s: s: I.') 0 ll' <I d) Cl IL w l) z w Q -d) w oc z -> <[ _J SHEET # 3 LAVIN RESIDENCE D 3 ,I) ' "' D SIDING --~-JK)I WESTCOTE WATERPROOF DECK ALX SYSTEM A5TH D-624 i MIN. 114" PER 12" I OF FALL 12" I HIN. 114" 5/8" GYPSUM BOARD DECK JOIST AND PLY PER PLAN LIVING FLOOR JOIST AND PLY PER PLAN 112" CDX OR O&B PJ. 32/lrb~ o'SUl5l5lS'Sl5lSlfuuouo7.fu1.n.RSl5l5lSlSISIJ OU SEAM PER PLAN -STUCCO LID WESTCOTE WATERPROOF DECK ALX SYSTEM A&TM D-1&24 HIN. 114" PER 12" OF FALL 12'' MIN. l/4" --- 5/811 GYPSUM BOARD ~--'lttr-DECK JOIST AND PLY PER PLAN M.BED FLOOR JOIST AND PLY PER PLAN SEAM PER PLAN i1HS1J 000,'1.RSISSl STUCCO LID BOARD ll.lRAP BEAM W/ R-IS BEAM 518" TYPE 'X' GYPSUM--~ FER FlAN DBL TOP PLATE& 48" MIN. SPLICE SIDING DBL TOP PLATES 48" MIN. SPLICE R-!&--~ PT PLATE GARAGE (N) GAF TIMBERLINE COMPO E&R 1415 --, 1/2" CDX OR 05B p,1_ 32/11& ' ()1 ' <P S-/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD R-15 PT PLATE ' <P Ci) CROSS SECTION GAF BUILT-UP ASTM 06222 TYPE 1 GRADE G ICC E&R"' 1214 CRICKET& HIN. 114" PER FT. FALL--~ u LIVING FLOOR JOIST AND PLY PER FLAN FLOOR JOIST AND PLY PER PLAN M. BED R-30 ii (N) GAF TIMBERLINE COMPO E5R 1415 --, FLOOR JOIST AND PLY 5/8" GYPSUM BOARD M. BATH Bl::D 3 SEAM PER PLAN ' <P ' (l1 SEAM PER PLAN R-30 5/8" GYPSUM BOARD KITCHEN M. SHOWER MEDIA 5/8" GYPSUM BOARD M. BATH _, 5/B" GYP&UH BOARD <P ' -<P CHU WALL UJ/ PT 2X4 FIR WALL WI R-15 IN&ULA TION PER PLAN (NJ GAF TIMBERLINE COMPO E5R 1415 5/8" TYPE 'x' GYPSUM BOARD DBL TOP PLATES 48" HIN. 5PLICE STUCCO DBL TOP PLATE& 48" HIN. SPLICE R-15 PT PLATE EXISTING AND FtNISrl GRADE DBL TOP PLATE5 48" MIN. SPLICE 18" MIN_ !NTO COMPETENT ----SOIL TO BE APPROVED ? JI ,--BY 60IL5 ENGIN:ER '- 5DI ,,---SIDING 518" TYPE 'x' GYPSUM BOARD STAIR WELL SEAM PER PLAN STAIR WELL ' -<P «) ' ,I) (\) ' ~ r-' N ,,---R-15 0 ' ,I) R-15 SIDING 0 ' ,I) 18" MIN. INTO COMPETENT SOIL TO BE APPROVED BY SOILS ENGINEER DBL TOP PLATE& 48" MIN. SPLICE DBL TOP PLATES 48" HIN. SPLICE (NJ GAF TIMBERLINE COMPO E5R 1415 112" CDX OR 068 P.I. 32/16 R-15----, PT PLATE--~ D EXISTING AND FINISH GRADE 5DI ' <P ' <P ' <P M. 6ATH 5/8" TYPE 'x' GYPSUM SOARD KITCHEN PER PLAN CHU WALL W/ PT 2X4 FIR WALL WI R-15 INSULATION PER PLAN c_._11 ·- WESTCOTE WA TERPROOf DECK ALX SYSTEM A6TM D-624 MIN. 1/4" PER 12" OF FALL 5/8" T'r'PE 'X' GYPSUM BOARD PER PLAN ,I) PT PLATE SIDING EXl&TING AND FINISH GRADE GARAGE ' (\) CROSS SECTION HALL 5/8" TYPE 'x' GYPSUM BOARD UNDER STAIRS EXISTING AND FINISH GRADE 5DI D 3 18" MIN. INTO COMPETENT SOIL TO BE APPROVED ------ BY $Oil& ENGINEER ...--, J\ "i --/ 5DI ,I) z ' j" "' . ·. , .. 5/8" TYPE 'x' GYPSUM BOARD '(_ JI ,--. w:&TCOTE WATERPROOF DECK ALX &Y&TEM ASTH D-624 MIN. 114" PER 12" Of FALL GARAGE 5/a.U GYPSUM BOARD R-iS LAUNDRY FLOOR JOIST AND PLY PER PLAN--.. R-1'::l MEDIA CONCRETE.SLAB PER PLAN I I§ I ~ . : : ,.1~, I~' ,,1 (NJ GAF TIMBERLINE COMPO ESR 1415 112'' CDX OR ass P.I. 32/IIO !S'SIS rSNJc R-30 BED 4 FLOOR JOIST AND PLY PER PLAN 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD BATH 2 CHU WALL W/ PT 2X4 FIR 9 WALL WI R-15 INSULATION -(il PER PLAN -------+---..I 1 ' i .,,.~·~···~ . ~. ~ ... , . . ~ . .. . DBL TOP PLATE& 48" MIN. SPLICE ,,---SIDING: ,,---R-15 ~--WINDOW WELL PER PLAN EXISTING AND FINISH GRADE 3" DRAIN PER PLAN CROSS SECTION DECK JOIST AND PLY PER PLAN D 3 &LAB AND FOOTING:$ PER PLAN ,I) :i ' j" "' CROSS SECTION GAF BUILT-UP A6TM D6222 TYPE I GRADE G: ICC E&R1 1214 CRICKET& MIN.. 1/4" PER FT. FALL 5/8" G:YP51JH SOARD R-30 ENTRY fLOOR JOIST CART ' ()1 CHU WALL (NJ GAF T!MBERLINE COMPO E.&R 1415 112'' CDX OR O&B P.I. 32/IIO DBL TOP PLATES 48" HIN. SPLICE ict1---SIDING: 1c1o__...-~-R-15 PT PLATE EXISTING AND FINJ5H GRADE FER FLAN -,---._t,-'---, (1) 3 ---- -<{ () m "' ----'SI" () ~ ~ [l z w 3 w <l) <t I-> oc -<t w [l II'. (\ - " r: 'SI" u ---- >-ill z • llJ ...l 3 w -<t -<t s.') ll II'. -<t <l) [l IL z \~ st "' '.J-"" "' 0 ·(!) tr: '""' "' "' °' -,.,~ < -at -V w l) z w Q -d) w oc z -> -<[ _J oHEET ~ 4 LAVIN RESIDENCE ------- I.)) 0 6 EXISTiNG A D FINISH GRADE STUCCO STAIRS TO GRADE ' , I I I I I ~-T--'--r-~-~-'--r-~- 1 I I I •--'--,--'--,--'--1-, ' ' •-.... --'--.--'--r I ' ' r--'---.--'-, ' ~ -T" _,.. ' ' ' , ' -, --- w ' , WINDO WELL ~ -' - , - ,,----COPPER COLOR STANDING SEAM i-i!OOFING MFG. : MET AL 6ALE6 ICC , ASTM E 1514 CLASS 'A' , UL 263 and UL 190 Cla1a>e A Frre Reeletance Rating. --~ SIDING 24" 112 ROUND DORMER VENTS EXTERIOR DECK AND RAILING ', ! ~-----------------'='==========:::n-_____y_J I I f------------------------------------------,,r-SJDING , , ~ ! , ' , ' , I I I I I •~--'--T+-T-.J.--,--'---,-.J.-, ·., -••• ,,-.-. -._•.,. ·., -i' ,·, · •• -.. I I I I I I . .:. ,. ,~,;; .~ _,,,·-,~'ii :-L-;--'-;--'--;--'--;--'--T-• -~-.--L-T+-T-L-T--'--T--T , I I I l I I I ,----------------------------------------------------------------------L---.J.---.J.+--'--T--'---,--'---,-.J. >-------------------------------------------------------------------------------~---i ___ i ___ ~-- 0 ' EXISTING AND i==INISH GRADE ~---'--------------------------------------------------------------------------------, ~----------------------------------------------------------------------------------~ ' ' ' ,------------------------------------------------------------------------------~-------------- ' ' L----------------------------------------------------------------------------------" I LEFT ELEVATION I ...---COPPER COLOR ST ANDING 6EAM ROOFING: MFG. , MET AL SALES !CC , A5TM E 1514 CLASS 'A' , UL 2b3 and UL "'i'90 Clase A Fire ReeleU!nce Rating. SIDING---~ ---------;~;;~;L~;~~---------------------------------- ~---------a~~ 3 3/ 4 re:::--=-::::~'=----__ _,-c;:i;-:-~- I I I --------- ,_ I I ' ' ------ I I -I I I I I I I I~ I I I I I I I '1 GAF TIMBERLINE COMPO E&R 1475 ~ _,,--, 1 · 1 I 1r-,-_ -----' ----------=----~I ,-1 T ; I . IJ I --i--_ ---I r;::LJD::::::;;::!::;:=:;;::;:c"-_,.,,,-r ! I I I I i I ~ . I "S I Ii I ! I I I ~ -o · I I-,-n I I T ~ 1 •J -~ i I I I I I I I~ I I I u I T !1J I , ----' ', , 1T j I I -1 --i---: 'I 11 ' c-=-< I I I ' ' ' :-11'1·1 1:\ -HJ ! ' I SIDING: --t--w~__ : ·:IT ~ UIOOD ~-LI DECK ~ h-c-,-1-11-, . ~ RAILINGS ~ f,1,-~-IL., o--,--,-'rl-l ' I" .I 0 -, ' BRICK 1 1 I ! I ! I I I -i I I I ' i I -I I I I I I I Tl ' ' -Li T ~,w: I i I ' I I ' I ! L I i! ' I I I i ~ , I • I l''-t"''=" : := ,..._' 'IIIJIIII' ·1 1'11'1~---lj~!j__: ! () fT ;:~?1,11;;;;~-:Tir"1r':,'iu-'c1JC~t=;::-:::;;:I :::=:;;::c--:::1_ kci:;::1:Y7'-1i1---trrc-1"12 ~-; 1 L SHINGLE , :::::---n--_ ------U. ~ ----.i. 1 1 :~1 1 I I SIDING -'9 e-'-----,-,---! ' • . • 11 11 i,,-::::;::1 I I' II "1"' II I ii I I II ir---:;---' :, II II I . i--'._ ~ ' I 1-------l.~UI l • • f----, b ---- i/ ,,x:: WOOD 1 ( ....._ BRACKETS ~~~===================~:5f-,,r::;:::;;,-SIDING r _.-i-011 ·- 1 1 "'I '------------~, ~-+------>. I - -----' _,,, "~ ~ [ ~] • ~. ~ ,~: '------,, --Lil 6. 0 .b '6. • fJ '6. • /) '6. 0 /J, 6. /j O I ...; I =--------"-, "'=' 9 I' I ' () ' ' ---+--- ' ' ' "------: I ~ ----WOOD <,-. '-1'-,::==~~====~~,1 ST AIR ' 4 " 0 " , "' ~ RAILING$ • , " " 4 " 0 " a ' ----T CONCRETE LANDING AND STEPS EXISTING AND flN!SH GR.ADE EXISTING AND F!NIE:iH GRADE :•-'D' ••· i•· !,•••• I i '' ! '' I i ! ! ! : ' '' ' ,-I ! ' ' I I I : : I Ii,-' : , , ' ------------------------------------------------· I FRONT ELEVATION I SCALE 1/4'' "' I' a ' 0 Cf\ Ill ,_ <( Cl JU _j <( u <Jl -- " 'sf' '- I: u )- OJ z 3 <( O' Cl z ~ -(J] w 0 U1 '.'.!'. 0 0 a:: rn w 0 z w Q -d) w oc z -> -<( _J • w \'l <( IL 6!-IEET 5 LAVIN RESIDENCE i$ = 20' FRONT I ARD I SET BACK ~ I j \ ,,---COPPER COLOR 5TANDING V SEAM ROOFING: ! 'l"--. MFG. ' METAL SALES ,.L-L--"--L_--"._, ICC: A5TM E 1514 I CLASS 'A' , UL 263 and UL 190 Clasa A Flre Resistance Rattn9. I rlO' REAR YARD I SET BACK GAF OUILT-UP ASTM D6222 TYPE 1 GRADE G ::SR 1214 MIN. 114" FER FT. FALL CRICKET CLA55 'A' ~DING--::::---- ""'i..'-''r- ~ (NJ GAF TIMBERLINE COMPO ESR 147& ------')',. - WATERPROOF DECK AND RAIL\ I (NJ GAF TIMBERLINE COMPO E5R 141& ---\ I l' 12 I >-"'~~~-3 I -I I l---r COPPER COLOR STANDING SEAM ROOFING MFG. , MET AL 5ALE5 ICC : ASTM E 1514 CLAS& 'A' UL 263 and UL I L II :\, \: w: . ; ' I ' I I I _,..... I I I I I I I 1-I I I I ,~ I 700 Cla,o A Flre Reslstance Rat.Ing. -l'RJc' --------------------------, SIDING "---[ ; ~' '-,,_--'<c----------------f---- I C-" I~~"~ 1: I I \ ' ' ii I I' c,- / f------0 f------------ ' f----s1i f--------- • ' . SIDING ----t-fsc-------------------------------------1 WATERPROOF 1 -.........._ DECK AND RAlln II II ii II I: I, I I I f------9 }-------------, = ,I) - \ I \ I i \ I :\ I I I I I .. I ~1 I I I I J--- I I I I I I I ! I I I I I I I I I I I I .. I ; 11r-~--a11 I - I I I I I I I .. . . .. I I I I I I I I I I I I I I I ·, .. I ' I I I I I ! I I I I I ·, ·, ·, i I ,~ I I ! I I I . . I I 12 I I ' I I I I ,, ' ' ! ·, -. . I I I I I I I ,.,/JSTUCCO .. -STAIRS TO GRADE 1=====1- I I r.:--'-----:::--c.:-' ~j_--J====m-t-! WINDOW ~ ; , _.:· i, -: .: , -:· .: ·~-:,.>----"1-----;,~l----a11; --• -• ~ • ;I • WELL G AND' , ., ---"J, , -L -" -~ -· ~ -s1i ·, ---------------~" ---------------,,,l-·f:1====:r:=f:Ll===4=,-0===,,uLll, -----t---=Ex:--cls7r=,N-G~A-N_D_ --,--'--EXlSTlN ~-,..,-'--.---'-I I I ' I I I I I 11 .,L ,,. ,,. , I"'' GR.ADE 11 I r-.L-_,._..__ ... _..__.,. _ _.__.,._..__ ... _, -r<) 1- 1 • ; ,,-------~ 1 FIN!Sl-l GRADE __ ,,._.FIN.~ , ---,--'"7-.... -'--n 1 1 1 1 , :::'. -1 , , 1 1 · , ,r-..---'--..--.... -r-'--.--'--r-' , I' , 7 1 --•--,--•--,--•--,--'--,7-'--,--'-1 I I ! I I I I , I 1 _L_-..-J 1_ -r-:... -,-_:._ -,-_1J1 -,-_:_ -:--'--~ --'--~ --'--i-_, '</-•., ,v -• .,._,,,.~ "': ~ -• .:·'1-•., ,v·••v_,,_: J'. v ·,:·SJ-. ., .• :••v.,} ": v ·.;,. ·,,,· v ~ --·~_,} <': ." ·;,. ..... ., T _ _,_..., _ ~ ~ I I I IC-..--.L-.--'--I L_T_L_ -'--,---'-j I I --l~-,-->--,J 11 I r--'---,---' I I I --------------------------l~-~:=G~~-=-~----------------------------------------------------= = -=-=------~ -~====== =: ~ I FOOTING AND WALL BELOW GRADE I I . I I C------------------------------------------------------------------------------~---~---~s c---------------------------------------------------------------------------------------, FOOTING AND WALL BELOW GRADE: --------------------------7-------'--------------------------------------------------------------------, ~ ' 0 STUCCO = i STUCCO ---t--- 31-011 21-011 (NJ GAF TIMBERLINE COMPO E5R 1475 . . DD .. ·, ---------COPPER COLOR :STANDING SEAM ROOFING: MFG. , MET AL SALES !CC , A5TM E 1514 CLASS 1A 1 , UL 2G3 and UL 190 Clase A Fire Reelet«ince Rating:. SIDING ' I ! ii ' . . (NJ GAF TIMBERLINE COMPO ESR 147& . . ' I I I ,! ' ' I' ! . ' i !! ,! . I ' ' 3/4 . I ! SIDING 31-011 ~ ii ,i[J ~----,,-WINDOW WELL STUCCO ---+--, I Ex:15 TING AND FIN15l-l GRADE ' L-r-"--,- 1 ' ' L_..__.,.._...__, ' ' ' L-.,..--'---r--'---,--J_- ! I I I , I 1, ,, . ' ,.-·., ·. ,_ ,,· , ·, · .. -'~ "SJ --,---L.-,--1.--~ ' ' ' _,_ -,-_,_ -r--._ ~ -'--,----'--r ~ -..._ -r -.t.. -_r-L.. -_r -'-------------------------------------------------------------------------------------------------------_[" -L ~ r-----------------------------------------------------------------------------------------------------------------------i FOOTING AND WALL BELOW GRADE FOOTING AND WALL BELOW GRADE 1 REAR ELEVATION EXISTING AND FIN!Sl-l GRADE ill +--<I Cl " lil d) s: ill ll'. w l) z w Q -d) w oc z -> ~ _J • Sl-4EET ~ LAV!N RESIDENCE " - C - COPPER STANDING: SEAM ROOFING ~ ! ' ~ iO ..J <I 21-011 I 3 ,,__ __ ,,t '!:' _J I ,o 'o REAR STAIRS--+- LINE OF WALL BELOW 12 3 3/4 c:::= (NJ GAF TIMBERLINE COMPO ESR 1475 12 3 3/4c:::= (NJ GAF TIMBERLINE COMPO E5R 1415 12 3 3/4c:::= LINE OF WALL BELOW MIN. 114" FALL PER i=T. -r 12 =:::j3 3/4 12 -c.::::::J 3 3/4 (NJ GAF TIMBERLINE COMPO ESR 1475 (NJ GAF TIMBERLINE COMPO Ei:>R 1415 MIN. 1/4" FALL PER FT. WATERPROOF DECK 6 irl Ill ..J ~ 2'-011 I 0 ,r--,r!J:! :::; a I "' LINE OF WALL SELOW I (NJ GAF TIMBERLINE COMPO ESR 1415 37:2'-o" o'\ Ill I iO I , _J CNJ GAF TIMEERLINE ~ I COMPO E5R 1415 3 I U-0 I !J:! I :::; I (NJ GAF TIMBERLINE COMPO E5R 1415 I GAF BUILT-UP ASTM D6222 rfPE 1 G:RADE G: ESR 1214 MIN. 1/4" PER FT ALL CRICKET fil CLASS 'A' a ' "' LINE OF WALL BELOW (NJ GAF TIMSER:LINE COMPO ESR 1415 12 =:::::J3 31 ':J I (NJ GAF TIMBERLINE COMPO ESR 1415 LINE OF WALL BELOW "' COPPER STANDING SEAM ROOFING LINE OF WALL BELOW;;;; 9 Ill iO I ::J I ;j I t I I W 12'-oll 5r-~,r 121-011 ! --------------~--------~ LINE OF BEAM BELOW ;;;;Q ' -N o'\ ~- I ROOF FLAN I Pl.ANTER ENTRY STAIRS + 42" UP w t-<[ Q w ..J <[ u <!) o.l ----r-"' ----'<I" 0 -- " 'Sf" ' )- Ill z 3 <[ ll' Q 3 -<( lfi Q w <!) s: IU ll' r: 0 (/) ~ 0 0 I! m w l) z w n -d) w ct z -> -<[ _j " ~ z 3 st Ol C, • IU <'J <[ IL SHEET 1 LAVIN RESIDENCE r- 41= PRELIMINARY GRADING PLAN BUILDING WALL 6" WIDE TRENCH DRAIN W/ TRAFFIC RATED GRATE 0 4' 4' GRAPHIC SCALE 10 23' 4' 4' 20 30 P/L F/L 12' 6'± SIDEWALK FS=52.90 FS=52.76 40' FL=52.26 28' C/L CHESTNUT AVENUE SECTION A DRIVEWAY PROFILE SCALE: 1 "=10' SOURCE CONTROL AND SITE DESIGN BMPS SC-1 SC-2 SC-5 SC-6 SD-1 SD-3 SD-4 SD-5 SD-6 SD-7 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 STENCIL OR SIGNAGE "NO DUMPING, DRAINS TO OCEAN" PROTECT TRASH STORAGE AREAS INLETS & FIRE SPRINKLER DISCHARGE MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES MINIMIZE IMPER~OUS AREA MINIMIZE SOIL COMPACTION IMPER~OUS AREA DISPERSION RUNOFF COLLECTION LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES EX=52.42 TWCl!'S=55.90 BW11EX=52.47 ' I I I I I I I I I I : / I EX=53:12. EXISTING BUILDING TWCl!'S=55.24 PROPOSED RETAINING WALL PER SDRSD C-1 OR EQUIVALENT EX=53.41 BWIIEX=53.20 {EXISTING CONCRETE WALL TO REMAIN N34"32'31"W 87.51' ----"" 80' EX=54.10 40' 12' 28' 12" BROOKS BOX :1: EXISTING CURB, GUTTER, AND 1 ~~~i (SC-1) TWCFS=54.50 · SIDEWALK TO REMAIN TG=54.50 (SC-2) / BWGEX=53-92 : EXISTING 5/8" WATER METER •. ... • .... •• 1 •. / • gQ~~OJ/; P;_:~NTER PER ' "'1E-=---c54,,.,.1,.--0 __ _Jf EX=53.~2 ,: UPGRADE iO 1" METER Wl1H , . ~. • \ ... ... . ·. . . .•. 2% ... l .•. • I . I ; I\. FL=r5·90 J FL-S 5 . 74 -;,, .! ¥C'•-~:::=;~r.,.::;'-~;1),~:t::0-"=~:ci I FS=S4.SO • '.~)wit--·~5=54.40 1: 24"0B~OOKS BOX··~~~;D~~IN Wl1H ' t (.. ...-· --··· -·-·· --·•· ..... -· -FS=54-60 ; j,... "NO DUMPING, DRAINS TO OCEAN" EXISTING CONCRETE ----: : I . 'I 1' FS 5S.BO •.. .;;:::-:::::::"'.":.:.:::--:::: •• .....-g,ASEMEff!::Jii,6;1;!:',;:::· i;!.i \ / I j TWCll'S=54.5o : ~~5~30 WALL TO REMAIN I · " FS=56.00, ••·•...•• .-::::: c:::: . .I I (SD-5) , / BWOEX=53.6 =IE~==52=.5=0-------~ HP=56.10 ~/ I . ---' •·.· .·•· _··• ' ----lEout-54.00 I f----.. · · • C .. ,-' .. EX=53.26 PROPOSED RETAINING -'I c---'._. I~ .. ··~:~ TWCFS=sa.35, ...... , • ' ' '20\ SETBACK gt4tur,Acf~JD C-1 --, !Sj 10' II ..-.. , .:' ''" ,,,,.,•p BWCFS 54.oo:.:::: ::.:1 (SO 6).(SD 4)(Sll 3) ®=1)-' :! ' ~ FS=so.oo · ' l FS=so.oo i:.---~~. BIOl!ETEN'lJON .. B.·ASJ~ csc~2) i ,. I I ·, ,, B I\-.,"""'~'°"" .. , I., ·:.:::,. . FS=S4300(sc-s)•c.f-~0~/~:;:/t• :;;;:::f D ~ .. 'i:. _A ~ .. l!- 1 . / ·•' PROPOSED RESIDENCE l~,E~!.f°"oo&.~UMP , 1 ·, .·:.: .. =,= -. IE-ouf=54\00:".·.· .. ·: l< _,, FS= o/""88 .· LI' •:., ........ -·•:·:::1 FF FIRST= 60.20 Ii"_ -'' · · ....... -···. FF BASEMENT=51.20 r -----.. •. , / , · ... D-25 CURB OUTLET TC=52.87 _j FL=52.37 B -- FL-52.29 ' I r-.. r·::::.::.: .. -•·.::·· PAD=S0.50 J s· WIDE TRENCH DRAIN\~ ,., ~.-\ ,...: .•. -~:< \ ~-,c. ,., -~ ~ .. TWCl!'S=55.70 .,_" !SI . I 1:::= .... ,,!.,:: .... -·-·:::: .. ,_., .. ,. ............ ,. ...... -~····--· '-Wt'ffl~C::Rkl'Elr"'~""' --: ~·.i .<:::/: ~~ I"----..~ ~ FS=5Z:79 BW@EX=51.39 ~/i fl=l:,55. 70 r,--\ \\;:··,:~::'.·: .::::·::::=:-:_~.~::.::'.::~:::::::::~=~::::J{;Ra,.1£.~--~~--:~,_, -----=-~,:_:::.:=--~: ... -: ·:_::,~:\/'/ _L__ FS=S2!18 d 1--_ ~ o7., , ~ · ·. ·,h,..... ... ...... .. .... ,... .. ..... · ·r··" .... ,.. r: .. ·•.:.::: , .. ,... "'· '1" · 54.50 " FS-51 18 10 TWCl!'S=54.00 j EX=51.43 ;:• . ,,. '-",,,·--=:~ ....... ,•···:, .. ---··,=~·==-=i'.:::::::: .. , .. '1i=~:,,.o,:-..:;::::::. ·r::··,_aw~• '-50.60 '2_ _ -:. i., 1--"-+I~ ~Wffl'S=52.9i _ .11 A \ i;i:-t\ FL's4•20 --FS=54-20 : 1 FS=s1.oo ~ Fs;;;so:so· ·:,. .:/ i;--.:, ... ··· i'lii , . ,.t,... .j ........ , ,. . . ROUTE DOWNSPOUTS TO :/ GARAGE I (SD-5) . . . !" . ~CONCRETE DRIVEWAY APRON, EXISTING . : . ; TWClf"S-54.00 ~! .. •.· .. :.~,.: I_~ ::.. •.•... .. BIORETENTION BASIN (lYP.) : •. {1f;io~io ~--·1--------·==.·51··:·_· .. 04·.:-•.. ··~. :::: 552.2.7288 ~ ~~~Bsoii~t.:lf~JIDEWALK BUILDING . · ····· BWilEX=51.03 -J. ·-.. c= ··· , _ DRAINAGE ~ · . . i I !E=S0.00....-~ ..•.. ,... . / ' ·/ FL=51.63 EXISTING -~l ' .• i. . · ' ·· . .· .... ·.•.·.·.. •. ··-··-··-···· ..... ·-·-··-·--_.;..---·---. -:,==-G=-=so:.io"·~--L·:--... ··-. = ~.•'~::. . . ~~Sl-72. J FS. 52.24 .. · . 1 . . .. : • -·-····---,-----···--··--··-···· .. I ~ . .. 14% .. J.. .. . SI!··· ' I¾ ""' _,3% '. i:::-~--~53.8p ~=-~--=·1· -· I -., ~-=-1--IFS=52.70 . / .. 1 \ . • ~ V TC=52.03 l .. ''. . ... -.· .,,:::: ... , .... , .. >FL=.53.50 ;,, "' " . FL=53.00 • @=]; "' .· FL=S.2.50 "'l I ~ V FL=51.53 .' . 21< ... . . .• · ... ·· . . 21< ··· ··· ··· ~~~~~~~~ I'---FS=52.13 -------=~~: ~ =~~--~~~:.:r~-;;-~~-~s~ "1:~-~ \ 1~ ::::·~ ,.., .. ,. ! / ,"'WALL PER SDRSD C-1 BUILDING • . / · ' ': ~ ' OR EQUIVALENT BWilEX=51.76 • · ·• l i EX=51.73 / •··· ~·· ~~~g ~~~~rJTE ~w~~s~;~~4~,6,7) !\-:~=~~~~ SITE PLAN SCALE: 1"=10' 12" BROOKS BOX AREA DRAIN (SC-1) TG=52.00 (SC-2) IE=51.65 . ' 28' ' _....µ.--EXISTING WA:TER SERVICE ";: I: 1 • I 40' MONUMENT PRESERVATION NOTE: SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY COASTAL LAND SOLUTIONS, FROM INFORMATION GATHERED ON MARCH 21, 2017 BY CONVENTIONAL SURVEY METHODS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204 122 10 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 33' 9' 11" E 117' 20' 55" • LEAD AND DISC MARKED "LS 5508" IN TOP OF WALL OR CONCRETE TO BE RESET BY A LICENSED LAND SURVEYOR AFTER CONSTRUCTION IF DESTROYED. CLS#1448 COASTAL LAND SOLUTIONS, INC. '577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230-6025 FAX (760) 230-6026 ,, :; ' ' j 12' 28' 40' F/L 6' 6'± SIDEWALK NOTE: 1.) CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY PERMIT PRIOR TO ANY WORK OR STAGING DONE IN 1HE CITY RIGHT-OF-WAY. 2.) THE ENTIRETY OF THE LOT TO BE DISTURBED DURING C6NSTRUCTION. 3.) BASEMENT /GARAGE WALL SUBDRAINS SHALL BE PLUMBED TO TO SUMP & PUMP. 4.) FIRE SPRINKLER TEST WATER SHALL BE PLUMBED TO SANITARY SEWER. 5.) DOWNSPOUTS SHALL OUTLET TO BIORETENTION BASIN SCOPE OF WORK VICINITY MAP NOT TO SCALE LEGEND SITE: RIGHT OF WAY: DESCRIPTION STD. SYMBOL QUANTITY FOOTPRINT AREA = 2,040 SF DRIVEWAY AREA= 500 SF HARDSCAPE AREA= 1,534 SF LANDSCAPE AREA= 301 SF TOTAL AREA= 4,375 SF SHEET INDEX DRIVEWAY AREA= 290 SF CURB= 45 LF SIDEWALK= 60 SF 1. PRELIMINARY GRADING PLAN -TITLE SHEET 2. PRELIMINARY GRADING PLAN -DETAILS DEVELOPER BRIAN LAVIN (619) 508-8198 PROJECT ADDRESS 158 CHESTNUT AVENUE CARLSBAD, CA 92008 LEGAL DESCRIPTION LOT 6 IN BLOCK "8" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEROF NO, 17 4 7, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923 BENCH MARK DESCRIPTION: CITY OF CARSLBAD BENCHMARK NO. 130 (CLSB-130) LOCATION: 2.5" DISC IN SOUTHEAST CORNER OF STORM DRAIN CURB INLET AT THE END OF CURB RETURN IN THE NORTHEAST CORNER OF GRAND A VENUE AND WASHINGTON STREET RECORDED: __________________ _ ELEVATION: _;4,,_.3..,0 .. B,,_7 ________ DA TUM: NA VD88 REFERENCE DRAWINGS DESCRIPTION: 1. C.R. NO. (T.8.D.) PROPERTY BOUNDARY EXISTING FENCE EXISTING CONTOURS EXISTING SEWER EXISTING WATER EXISTING ELECTRIC EXISTING STORM DRAIN EXISTING WATER METER EXISTING MAILBOX EXISTING BUILDING PROPOSED 6" CONCRETE CURB FLOWLINE SWALE DRAINAGE DIRECTION BUILDING FOOTPRINT i" WATER SERVICE W/ i" METER 4" SEWER LATERAL /PVC SOR 35) CONCRETE DRIVEWAY APRON, CURB. GUTTER, AND SIDEWALK VEGETATED SWALE SDRSD G-1 =-···-- CMWD DWG. W-3A --------<@ CITY STD. S-7 @ SORSO G-3. 7. i4 D •+" ·::::::::::: :':':::::::::: ,: j POST-CONSTRUCTION BMP TABLE STORMWA lER REQUIREME1NS lliAT APPLY: EXEMPT FROM HYDROMODIFICA TION? ~ STANDARD STORMWAlER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS ~YES (SEE SWMP FOR DOCUMENTATION) NO i i TYPE DESCRIPTION OWNERSHIP MAINlENANCE SHEET NO. MAINlENANCE EG = EXISTING GRADE ELEVATION FG = FINISH GRADE ELEVATION FS = FINISH SURFACE ELEVATION FF = FINISH FLOOR ELEVATION EP = EDGE OF PAVEMENT ELEVATION AC = ASPHALT ELEVATION TC = TOP OF CURB ELEVATION EARTHWORK QUANTITIES CUT: ______ /50 CY FILL: 140 CY IMPORT: 0 CY EXPORT: 10 CY REMEDIAL: 225 CY TOTAL LOT AREA = 4,375 sf (0.10oc) TOTAL DISTURBED AREA =4,37:i sf (0.10ac) /llilS AREA INCLUDES BUT IS NOT UMllED TO OFF-SllE WORK INCLUDING PUBLIC IMPROVEMENTS AND lEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) IMPERVIOUS SURFACE EXISTING IMPERVIOUS AREA = 1,900 SF PROPOSED IMPERVIOUS AREA = 3,914 SF INCREASED IMPERVIOUS AREA = 2,014 SF REPLACED IMPERVIOUS AREA = 1,900 SF AGREEMENT FREQUENCY f---t----+-------------t--+---t-----11 SHlEETI CITY OF CARLSBAD ISH2EETSI LAND DEVELOPMENT ENGINEERING ;::P:;R:;E;:::T.;:::JMIN~AR:::;:;Y::;:::::;G:;RAD:::;;:::IN:;G;:::::;P:;:LAN:;::;:::::;F:;O::;R=: ====:::'...'.:==~ 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL ---·------------------------~-"---- DATE INITIAL CITY APPROVAL LA VIN RESIDENCE 158 CHESTNUT AVENUE PROJECT NO. CDP 16-34 CLS#1448 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230--6025 FAX (760) 230-6026 PRELIMINARY GRADING 4.2' V 36" RAILING BIORETENTION BASIN SHALL BE LEVEL AND DEPRESSED A ~.~=cc-=,--, MINIMUM OF 6" FROM THE 24 BROOKS >1 / BW@FS=54.00 TG=54.30 I/ p 1L IE=52.53 FS=60.00 20' FRONT SETBACK PLAN C/L CHESTNUT AVENUE TW@FS=BO.OO SURROUNDING GRADE / AREA DRAIN ' 19' LONG x/ 11' WIDE x 6" DEEP 40' / BASEMENT WALL~ ' -.. l/<--/---TW-@F_S_=_5_4-.5-0---------~ ,--------I '. --I/ BW@FS=53.30 F /L FF=60.20 -""' '7--' , __ 1 ·. EXISTING GRADE----., ·----.. . tr ' .~ ·.·· .. ·•···• .. ·.····-··· -, . . .. ·, ..... , . ·,. ·•···.· . . l 1 ____ ,1 rsN~fR6~il~ALK FENCE~ p /L 5• l X ·--;;-~;~~~~;~F= 51.20 ' ·. 1 ··••· •... -1 ·. · :C\_ · \ •. 1-.••••• ••··· ······• ....... ···-·· ·•··· -:-' i . L : ( __ lJ, ' -·_ ·: ': >Z · ,\ -i' LJ ------- I . ... . __ :: . ~~ - MIRAFl FW 400 __j 10" MIN. ENGINEERED SOIL* GEOTEXTILE LINER 3" MIN.3/8" GRAVEL OR EQUIVALENT 4" PERFORATED PIPE PERFORATIONS DOWN 1' CONCRETE SWALE 18" MIN.3/4" CRUSHED ROCK** BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 10" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20--30% TOPSOIL **3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 18" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE FLAT AND LEVEL. SECTION B -BIORETENTION DETAIL SCALE: I" =5 • EX TW=57.25 FL=52.37 "' p /L FS=55.40 BUILDING WALL-------1-4.2' 1--------i PCC SIDEWALK X RETAINING WALL PER SDRSD C-1 OR EQUAL .____ ~ '1/EXISTING WALL TO REMAIN OR BE WATERPROOFED RETAINING ~', r.-.-.-c=~ .•. • ... ·..-.---··--::-c7· ·· -• REMOVED AS AN OPTION WITH RETAINING WALL PER SDRSD C-1 OR EQUAL GROUT GAP BETWEEN WALLS TO ELIMINATE VOID (TYPICAL) ~.---.. •I xi ½1' CONCRETE SWALE 1.,---PCC SIDEWALK . : rLI t===~y_~/=1 WALL BY OTHERS : --;• .: • -LETTER OF PERMISSION FROM , -··· • NEIGHBOR EXISTING GRADE------.._______ • -·•·-··.. , i, : • · .· , . _ -- 1 ~ . ::: ,_-:"": ••. ,,. __ ;,,,;;:_· l "" _,.,. -· _... ~ ___ · • •• -••• ,, •• ':-·· _, !_ ....... ,, .. ---- ' FF=51.20 I .... • •. SECTION C -SIDEYARD DETAIL SCALE: !"=3" .... · '-----:-; EXISTING WALL TO REMAIN OR BE ~· • 1'-• .. ·· . REMOVED AS AN OPTION WITH , x LETTER OF PERMISSION FROM , , NEIGHBOR BW@EX=51 _39 · • . ; ,~ >---·--.•. ·---. -----\. . . . -... ••~, ; : T. . • =, -------------~::_ --. ,---.---' -~--: . -1 ... SECTION D -BACKYARD DETAIL SC/>.LE: !"•3" ~ CITY OF CARLSBAD ISH2EETSI i-----1--+-----------------t--+---t-----t-------J U_j LAND DEVELOPMENT ENGINEERING 1-------1--+----------------t---+-----t-----t-------J PRELIMINARY GRADING PLAN FOR: - S_R.J. Drawn By ENGINEER OF WORK By: _______ Date: __ _ BENCH MARK DESCRIP110N:CITY OF CARSLBAD BENCHMARK 130 LA VIN RESIDENCE 158 CHESTNUT AVENUE LOCA 1/0N: 2_5• DISC IN Sf CORNER OF STORM DRAIN CURB INLET /2\ I I PROJECT NO. I NE CORNER OF GRAND AV£ AND WASHINGTON ST 1-,,_•A=TE,,,.-J-,1N"'m"'A""L-+-'-..._--------------1--:D;:-:Ac:;;TE:--,1--;1N""m"'Ac;-L-+-"'•A;-:;:TE;=--~1;:;;N1:;;-11A:;-;-L---i L------~ CDP lB-34 RECORDED:~XXX"""-------------ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL ELEVA110N: 4D 91 (ROS 17271) DATUM: NAVDBB (NGVD29) ------------------