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HomeMy WebLinkAboutPRE 02-31; BRISTOL COVE; Substantial Conformance. ,! l • ! I I i I ! \ I ., I ' i ' I ' • ' I I I ., ' . I ' l : ,, ;· ., " I I • ' i i ,, I Ii I I / .I • •----------------iiiiiilliiiiiiiiiiiiiiiiiiiiiiliiiiiillllliiiiiiiiiiiiiiiii ... ....., ............ 111111111111111111111111.....;..iiiiiiiiiiiiiiiiii,;.,iiiiiiii.iiii,;._,_iii,iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii"iiiiiii-iiiiiii. ------------·-•···-·•·-•· ·•--·· ·•··· --•··· ......... ··•·· .. ·-•···• ----·-•····-•··-·--•-·••·•· •·-·------------------•· ·••·· --···--·•·•·-•· -••· ··•·. -----·•·· ·•· ·•--·--•· ·--·•···•--·-1·•· •· •·· --------------••-----• -• ·••--"'· ••~"••• -•-•.e•--~•uu-• "•• • -•·•· -••·• -• •••---• ••••• '• • • • •·• • • ••••••• • ' -'..,:,O'°;."h-C.,0 •• -•-~ ·.,--.,< .-,,~,-,~-~ ,<'~ •.J..•••••'•""""'---"=••w ...... ;. -'o•A• •' ,._,.,..,,~>• •• ••~ • • . ,. ... ~··/ " . i • I , ' . - I ' : ' j ! i ' I ' ' ·. . ' ' ' ' I :r ! I t i ' ! ' ., '.'-, . . ' • I I ·-· ! .. ! ' I ' l I 1 ' ' ! . ' ' ' ! . I I ' I I I ,. BRISTOL COVE CONDOMINIUMS CARLSBAD CA I ' l ' . --\. ---__ .,_ -------------- .. • f .. . - '2c, )- r ·;, 6- • . . .. - ' . •. I . OTY OJ: CARLSBAD Administrative Permit -.fl_ ""''> b .......... --• ·········c.::1:v t~-~v D . , Case No. £ 0 ;J , ~ 1 5v 1:,.,; ,~vi.-hl, ,:, -~Pf-. ·:p· · ·; · ·_· · · · · .t.. /oc./&-J_ ................... t'} (I J BxhibllN~. -Date ,,,_ / SJif;ETNO. l. SHEET NO. 2. . SHEET NO. 3. , SHEET NO. 4. ' SHEET NO. 5. ' SITE PLAN - FOUND1ATIONN PLAN ' 1st FLO.OR PLAN ' 2nd AN!) 3rd FLOOR PLANS ELEVATIONS RECEIVED JUN 2 I 2002, _. CITY-OF CARLSBAD ' PLANNING DEPT. I Ii .,, ' . . i ' ' ' ' • I I I ! -I ' I I I I ' ' ' l ' J I I i. I ' I ' l I i p. t.. • ,ff: JI soJo cgo:ss :SECTION cove ORJV€ N/51/Nfr 11"/l'R.iVIJ~Elfff$1' ' ,, '. J/ s-o I II " -,s-o . " -4 P.C.C. sJpev,,f/u: rtr£ E-J c1,1fls 1-,;:..in'..-r.: (-\ , ..._. tf.'11:,f'i}w;, . . PffO?OStD IJ'!P~ova:,1£/Vf> • I Hf'',DVt;NCN7's F'4~E ,_,, e,ir: MIN. --1""1< j-1,''i'!.f?. ..f.l?O:SS. -:5,£<:,.tLQN RMMS. ~,R!!:£1' t..C>Ol<!NG NORffi SITE PLAN., ' C.Ul<Vtr . Cl c.a •••• _J; • C.VRVC: OATF/ ,.....,. ,.....,. - • ' I ' I ' .0£t.TA't:/NG-LE l?l"/OILJS RRC 'Tl"JNGEN.1 Cl-JO.RC> CJ/ORD 8eJ'JRIN6 • ' ·1 !I I , I. 08 01, /9 I 200•()0 Zi·l8, /4•1/ , 40° 01 41" /4€•00' /,'3·!,S SA•D6 • es -1s • 10/•SS .. , . " 51 9 .I/<,, '31 /; • t ·,, NS4 ~8 !S6 W j. Proposeddensily= 14D.UJAcre k. R-W residential waterway1 General Plan designation 'RH' I. Sire acreage 0.143 ac. (6229 SF) 2~ a General (!) No existing buildings. Proposed building as shown on si'te plan. (2) Existing vegetation consists of weeds, p11'tcl,es of i~plan~ grournl cover and small brush, (3) No railroads. ' ( 4) Exterior boundaries of properly are as. listed on the site plan. (5) & (6) N.A, ·(7) Setbacks: front 11.5', rear 34'+, sides 4.0' (8) Only proposed walls are thoretaining walls, wall elevat'ion as shown on site plan and foundation plan. (9) Proposed patio and balconies as shown on site plan and. floor pfans (10) Total building coverage (footprint) oflot = 1505 S.F. • (ll) N.A. b. Street and Utilities (1), (2), (3), (4)-shown on sire plan (5) Utilily connection as shown on site plan. (6) At location map on site plan. (7) Guest parking space located at Unit 'A' ,Jriveway. (8), (9) N.A. (10) Fire hydrant located across Cove Drive from subjec1 property as s.~own on site plan and on location map. c. Water Facilities (l) Waler service provided by the City of Carlsbad. (2) Potable water demand for two (2) condominium uniits: 440 sallons per day, (3) Fire flow demand: 1500 GPM (4), (5), (6), (7), (8), (9) N.A. d. Recycled Wator Facilities (I), (2), (3). N.A .. e. Sewer Facilities ( I') Sewer service provided by TI1e City of Carlsbad. (2) (2) EDU . -· ' .. (3), (4), (S) N.A. f. (I) Contours shown on sire plan and on grading plan.· (2) Cut I 76 cy, fill 7 cy, import O cy, export 169 cy; ex•cavate and recompact exist. fill 3El cy. (3), (4) shown on sire plan and gracling plan. ··cs:tG)1'i.r.-'_._ , ____ __ . __ ,. ..... . I f. . g h. , . ,. ' ' . ,; ' ,, " -, , .. I ' I. .. Side Setback 4.0' minimwn @Nortb property line 4.0' minimwn @South·property line There are n~ prop~sed ne": w~ls or fences; the existing fences at or adjacent t<i the N & S pro~ert_Y Im~ will be mamtamed; the structural retaining walls at the rear and sides of the bmldmg wd1 be c.m.u. construction. There are no proposed freestanding signs . There are no known Fire Suppression Zones applicable. (I) The total site acreage is: 0.143 acres (6229 s,f.). Lot area exceeding 40% slope~ 1577 s.f. :.net useable area= 4651.8 s.f. (2) The sire i~ presently an unoccupied sloping lot covered with light scrub and 'ground cover. It is located in lhe 'R-W Residential Wate~ay Zone.' (3) It is proposed to develop two residentiaJ condominium ~its on the Jot • (4) The toll!] building coverage proposed (footprint of tfui'liiiililing) is 1505 s.f. (5) The building square footag<> Ground Floor . 211d Floor l"'Floor Unit A .311s.f. 732 s,f, 132 ,.r. 1775 s.f. UnitR • '367 s.f, IOl 8 s.f. 1018 sf 2403 s.f. Combiped Total~ Total: Garage: Storage: (6) Landscaping: 400 s.f. 56s.f. 433 ,.f. 64 s.£ 4178 s.f. 83'.l s.f. 120 s.£ ~oposed formal laru!sca~ing in front area = 140 j·f = 2%± oflot area e rear area oft.he lot will retain its • existing naturnl ground cover of approx. 2700 sif = 43%± of lot area 2840 .£ ~ 45%± of lot area. (7) bot~ pm posed uni ls have a two car enclosed garage. • e Unit 'A, dri\eway can accommodate 8 gue t ,.,_ s partung space . (8) Open Recreational Space. GroundFloorPatio Unit~A~ Unit'B' 2'' Floor Balcony s. ' 90 s.f. 3"' 105 s,f. 87 s.f. Floor Balcony 105 s.f. 87 s.f. Pl . 210 s.J: 264 sf. , us ground floor rec. rooms which are included in rie~ (5) build" 1.ootage. . mg square Common Recreatlonal Space 204 s.f (9) Storage Space I 2. 4 Unit 1A' 403 c.f. PJ::/RK A $ rH. ,. Unit 'B' 640 c.f. ' DRIV€ 40 41 42 39 "' 38 143 44 4.S' . I I AGUA. 4.{, Hl"D ll>NDJ:I LDTl3 LOCJ:17/01-J MFIP N.,.s. /..frlGi,ON A :55oS~01'/S Pf)~ct:l-NO; /:JP ~0115013 f " . SHEET NO. . r . I I i __ 1..1, _________________________________________________ ·-------------------------------------------·--------....,..-----------------·----..i..------' -<_; }1 ~: . ' . I . I I '· . ' i . ! ' • .. ' ! ' 'i i ' i i l .. ! . - ., . I - ···' . . , . . . --------', ELEVATION OF WEST RETAIN.ING W.ALL & FOOTING i I •• I l>:N' FIRST FLOOR FOUNDATION PLAN. • • • I •• ti' i REI AiNiNo7FoUNUAfI6NWALLS DETAILS Scale: ½" = l '-0" All masonry 8" • WALL TYPE I WALL TYPE II '\VALL TYPE Ill WALL TYPE IV I I "'O i, ' I 'II .... ;~ . .:: . ...:.. i - -I I -I f.O,W ---ll't·fiO f'1 , ~ /,, ~ ~\' t • I J MOISTURE BARRIER Apply watterproof cement ba'!ed coating to exterior of all walls belo1w grade. Coaling shall be 'TIIOROSEAL' foundatiom coating with coverage and application as per tech. Bull;etin No. 24H. Coating shall extend from top of footing to top of mas~my wall SECTION A-A ••••.-;-,. a•:,; ., • t:o.w. 110•0<> I I ' f.J::101•_!/;a.; · .• ----.... -. . CONCRETE NOTES· I. Concrete to be machine mixed and placed in accordance with UBC section 1905, Concrete to reach a strength of2500 psi minimum in 28 days. • 2.Reinforcing bars shall confonn to ASTMA-615-40 and applicable UBC standards. 3. The minimum coverage for reinforcing steel shall be: Slab on grade Concrete placed against fonn Concrete placed against earth 2" 2" 3" 4. All load bearing footings shall be to level undisturbed soil to depth shown on ~wings and shall conform with the project Soil Report. 5. Sill anchor bolts shall be minimwn 5/8" diameter embedded a minimum of7" into • concrete or masonry at the locations shown on the drawings. A bolt shall be located not more than 12" from each end ofa wood plate. Plate washers a minimum of2"x2"x3/16" shall be used on each bolt I F. f. /()?, ,/)() Si=:CTION C-C ·_,:,:..' SECTION D-D ~ I II Sf(. TION SCALES I/fl', /-0 • RETAINING WALL NOIBS 1. All masonry units to be type 'N' solid grouted with f,, "' 1,500 psi. 2. Footing concrete must meet a compressive strength of f O = 2,000 psi. Plastic ce.meut may not be used in the, mix. 3. Grout must have a minimum compressive strength of 2,000 psi. 4. A 2" x 4" mortar key must be formed in the top ofth,: footing unless the first masomy course is set in place on the fresh concrete. 5. Reinforcing steel shall comply with ASTM Spooifica:tion A615-85, grade 40 or 60. Steel splices shall be a minimum of 40 bar diameters. 6. All retaining walls shall receive a moisture barrier co.iting as specified on the drawings. • • : f'.0,CIJ/Z{j • • ""i•s<> 1--=~rl P.F. IOJ,,01 f . t: HIGH St.CIC,( f'EIJCE . Pl:/? C/7'/ OF SF/!,/ {)/E(H) srb.Nlr:ISreR PLflN#'11A Rt:r. 2., r - ~ Q, ci3 ~ .. .i SHEET NO. 2 of 5 ' •. I .,. ' ' I ' \ ', ' 1 i ,I . I I ' • I I i I i ' ' ,· I I I I I ! 1-/ l 1 I I .I ' i . ' ' ·• I ' r i ' I i I '/' :so,s-rs cn.11 /31! IEITI-IE"R OF THE FOLLOWING- <iiMl3Dl-. T'1Pc. I I I I I I I I I I I 13 " 5 Pr-/C.li.JOl'S.r r£ 113/-9 r~vs ::so1,r !Yl~c Mtt.Lf/-N rR1,J$J.lflL -S1Si/EM s co/?P. 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SHEET NO. j;, :~ t .... , 3 of5 ____________ , __ , __________________________ ..;.. ________________________ , _________________________________________ .,;, ... , -------~---------_;;_ ______ ~ ...... --------1' I •, I ' I I _ · SECOND FLOOR FRA.MlNClPLAN, ' H 12-<.• - f • 7-0 - lip ! • I , . .. , •' ,.o I .-L--------": I ~--: I I : I I I ' : ~ I_ I I ,.,._ ,---, (Ill J-o" J ' A i . ' ' • ' ljjl ~ ' I t i l ' ' ( ' -o-1 dh di) ' l I ' I • i l j •, .J I I C i1' :. ' ' ! . ' I , . I ' ' ' • I , 11-0'' •. -r· ._-_·----. .. -.-,, . . . -... " -... ------,. . THIRD FLOOR FRMfING PLAN I ,1 11-8 ~o ' I .. L 1-o" J r-~, .8 ;r ' " 11-0 ! BA N0.2 """---1./ '·,11· ( 1 / -<\ ' ~ ----------· \.~/, l11 I llf -,,-,t----++-"~~8.c~•--1-~-,1F--_.,"--'-f'--~--l,lf--i------!.!..l5,a:•::·0"-_·_+-_:~-1---~c.J'. M.BA. 4 \ I / ~o- ' \ \ .. ,BRM. --~ •· .. I I i -• / ' F"OR ROO~ TRUSS t.1:/yOLJT 51':• RC>OFF!C?RMING Pt.FIN :SHE:lfT NO. BALCONY DECK F .,_ __ _ I I , ,--- ' " 9-0 MASIERBRM.. --- ,, BRM. NO. 2 · -~~--~- I • I BRI Condominiums • \ M.BA .. ) -o~ I 0 THIRD FLOOR PLAN By BRISTOL COVE, LLC. . • 2880 Pio Pico Drive Carlsbad, CA 92008 714)240-1305 Fax(760)421-3011 CfVIL & STRUCTIJRAL DESIGN BY Leo A Fitzsimon .Associates 6860 Shearwatem Dr. Carlsbad, CA 92009 (760) 929,2255 Fax (7~0) 929-1337 •· ·-·, -, ' I I , 1• I ' ' " 1-b 0 SHEET NO. 4of 6 •· \ I ~ :" 191......, --::::f: -::-::-<7=c::=:::r::::::!~? ;;;;1 . -·' , ' , :I II fill, ~ • -' ' \ ' I ' ' © L . ® A • ' ) ' 1-- ' ' , I 1---4--,1---1-- ' , I ; ' • -, \ \ , D ' ------f , - REAR ELEVATION ,· ~::-i'c.1•=-:.;=:::::i=-..~::..,,c-=..>:-,=:.,=!i•,==:·t:1 = 1 :,:,:::_,;:-::.r..-::...ic=•r:, ::t:l =t.•:::::;:. ''::·:11:':'~~~--.. -• Li I I \ . ! . ' IT I T I 1 ±:!:,:!=II I ' -. ! L 1 . ..-, \ > , ' 11---l---, 11--1----11 IF=l===ll ' , 11--+=-i ® • 11--+-®~-1 ' t= ' ' ' ' . . - . ' I f-,- ' . . ' ' . 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T r_§) 11::::'=,;:::::I I ' • ' ' L ',.==,==...-'',.--,' • I I ' I ' ' ' ' RIGHT ELpV ATION ; I I , G ' ' ' ' I I -' '-'' ' ,, \ ' •-_L_------'----0 ' , ) J SHEET NO. 5 of 5 +- '---------------_.,,. _________________________________ ,.., _________ ,__,.,. __ .,...;.. __ , ___ ..;,.. _________________ ...,_, _____ .,.,,__,.,..,.,..,_...,,_ ,.,,..,_ __ _,....,,,_ _ _,..,. ______ ---•a--~•~rt~!11a1t•------------•--------.. ., ________________________ , ___ _, __ ...JL, ________ J