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HomeMy WebLinkAboutCT 05-01; 234 DATE AVENUE; Tentative Map ExhibitLEGEND PROPERTY BOUNDARY EXISTING IIDOD FENCE FINISHED FLOOR ELEVATION EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTING WATER METER EXISTING SEWER CLEANOUT EXISTING CONCRETE PROPOSED RETAINING WALL PROPOSED FLOW PA TH PROPOSED STORM DRAIN P!Pe PROPOSeD STORM DRAIN BOX PROPOSED STORM DRAIN CLEANOUT PROPOSED YARD DRAIN PROPOSED SPOT ELEVATION TOP OF WALL FINISH GRAD£ EXISTING OVER-HEAD UTIUTY eX/STING WATER UNE EXISTING SEWER LINE EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER METER PROPOSED WATER SERVICE &: METER PROPOSED SEWER LATERAL CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING CITY OF CARLSBAD STANDARD DRAWING EXCLUSIVE USE UNIT PACIFIC OCEAN ~ ~ VICINITY NO SCALE FF 45.6 .... ,1 --OH -- ---<S> --- SM Q FH~ --® --® --® C.M. W.D.S.D. C.C.S.D. EU-1 TENTATIVE TRACT MAP FOR CONDOMINIUM PURPOSES CRESENT DEL SOL ESTATES \ \ X 18.S ,"' ~000,,a0 ' /. q,00 . ,.,, /~~ti { r;--_1 ~t~,~ F--, t--'c,<~,( , ~-l_ ~ .. ,...___,,,,.~·-·,.,_ ~ \ -~7---~ ~ .... - \ \ \ ---. ,, \ \ 40 20 0 -- ' \ \ «5 ' ' SCALE: 1 • = 40' 40 80 ---SCALE: \" = 40' -.;'--. i iit ';/ (. : ) 120 ······---·---· 1 ' / \ /\ \ \ \ \ \ \ \ \ \ \ \ \ SHEET INDEX SHEET 1: SHEET 2: SHEET 3: SHEET 4: SHEET 5: SHEET 6: KEY MAP &: NOTES DETAILS, CROSS-SECTIONS &: PROFILES UPPER LEVEL PLAN SHEET LOWER/GARAGE LEVEL PLAN SHEET ARCHITECTUAL CROSS-SECTIONS EXISTING FEATURES SITE PLAN \ \ \ \ \ \ \ \ \ NOTE: THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 1350 OF THE Cl'VIL CODE OF THE STATE OF CALIFORNIA. THE PROJECT CONTAINS A MAXIMUM OF 8 AIRSPACE UNITS. LEGAL DESCRIPTION CT05-01 CDP05-06 CP05-09 LOT 1, BLOCK T, OF PALISADES NUMBER TIID, MAP 1803, BEING WITHIN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. OWNER'S CERTIFICATE WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE PROPERTY SHOWN ON THE TENTATIVE SUBDIVISION MAP AND THAT SAID MAP SHOWS ALL OUR CONTIGUOUS OWNERSHIP IN WHICH WE HAVE ANY DEED OR TRUST INTEREST. WE UNDERSTAND THAT OUR PROPERTY IS CONSJDERm CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS, U11LITY EASEMENTS, OR RAILROAD RIGHTS-OF-WAY. OWNER: CRESENT DEL SOL, LLC MARK V. PETERSEN DONNA A. PETERSEN 7237 SANDERLING CT. CARLSBAD, C 2008 {760} 9 12 BLASS, OWNER CRESENT S 1.., LLC ENGINEER OF WORK bliA,lnc. kn:I plaln,g. ell/I 814.aadng. ~ 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 ROOAL'k:d~c~:71 PROJECT INFORMATION STREET ADDRESS: 234/236 DA TE A VENUE ASSESSOR'S PARCEL NUMBERS: APN: 206-080-25 SITE ACREAGE: GROSS ACREAGE: 0.98 ACRES EXISTING ZONE: R-2 GENERAL PLAN: DATE DATE DAT£ DATE DATE RMH RESIDENTIAL MEDIUM HIGH DENSITY (8-15 D.U./AC) NUMBER OF LOTS: 8 LOT AREA: 42,727 S.F. SETBACKS: FRONT: 20' SIDE: 10% OF LOT WIDTH {10' MAX} REAR: 20' BUILDING AREA: 15191 S.F. CONTOUR INTERVAL: 1' TOPOGRAPHIC SOURCE: TO WILL AERIAL, INC. DECEMBER 13, 2003 EARTHIIDRK QUANTITIES: 36% COVERAGE 11,000 C. Y. CUT/ 100 C. Y. FILL / 10,900 C. Y. EXPORT PROPOSED DENSITY: 8.2 D.U./ACRE AVERAGE DAILY TRAmC: AVERAGE DAILY TRAFFIC: 8 ADT PER UNIT X 8 = 64 ADT SEWER: CITY OF CARLSBAD WATER: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT GAS &: ELECTRIC: SAN DIEGO GAS &: ELECTRIC COMPANY TELEPHONE: PAC/RC BELL TELEPHONE COMPANY CABLE: ADELPHIA CABLE FIR£· CARLSBAD FIRE PROTECTION DISTRICT CONSTRAINTS INFORMATION: NO CONSTRAINTS EXIST ON n-1/S PROPERTY.(SEE SHEET 6) ./ SHEETJ OF6 K: \LANO PROJECTS 3\708-0960-400\DWG\TM\708-0960-TM0LDWG 05-25-04 LT 48.0 FG --- :18b~f/4h FIBERGLASS FILTER 48.0 FG --, 1% (MIN) ............ ·-·. ·····--..... --....................... ·-........................ , ... ........................... ......................... . . . . . . . . . . . . ... . . . . .. . .. ...... ·•· .............. . . . . . . . . . . . . . . . . . . . . ' . . . ....................... . ... ... ....... ..... .. . ...................... ............. ----.. . ..... ...... .. .. . .. . ................. ............... .............. . . . . . . . . . -. . .... ········ ........... . . . . . .. ... . 2:1 ,---DIRECTION OF FLOW .,.....--PROPOSED 4• PVC PRESSURE STORM DRAIN, FROM PUMP SYSTEM (SEE SHEET 4 FOR HORIZONTAL LOCATION) LIGHTWEIGHT HINGED ALUMINUM ACCESS LID ,,,--STAINLESS STE:EL DEBRIS SCREEN f8fl!fl<j_,'1J HINGED ALUMINUM ,,--STAINLESS STEEL DEBRIS SCREEN TOP 48.3 -------------~m'xf:Pf ~f?l,{LENE \ --:_-:__ TENTATIVE TRACT FOR CONDOMINIUM PURPOSES CRESENT DEL SOL ESTATES PROPOSED 3' RIGHT-OF-WAY PUBLIC DEDICATION INSTALL 6"X12" ___.-' CONCRETE CURB 0 RIGHT-OF-WAY INSTALL 2·xe· _ _,., REDWOOD HEADER 0 EDGE OF PAVEMENT r ,,---c,7STING RIGHT-OF-WAY 53' 25' 'i. 5' 18' 15' 10' 13.5'± ~ l EXISTING AC PAVEMENT & BASE INSTALL 4" AC PAVEMENT OVER 7• BASE, AS REQUIRED BY CITY OF CARLSBAD STRUCTURAL SECTION REQ. GS-17 TYPICAL STREET SECTION DATEAVENUE Tl=5.0 NOT TO SCALE 28' VARIES R/W PRo.JECT BOUNDARY\ rrnsnNG-, ------- INSTALL TYPE-3 MASONRY_..,.- RETAINING WALL, C-3 TW 45.4 FG 42.8 CONCRETE ORIVEWA Y _ __,, WITH 6" CURB \ EXISTING GROUND PROJECT BOUNDARY -------.......,_ F.G. 46.5 ABSORBENT POUCHES \___ PROPOSED 4" PVC PRESSURE STORM DRAIN, FROM PUMP SYSTEM (SEE SHEET 4 FOR HORIZONTAL LOCATION) \ \.. <~ ---.:.__ t::,---::::_,,,~ ___ L_EVEL ________ _ ---------- F.G. 46.57 SF.G. 46.5 _ _f.F. 47.0 I I CT05-01 CDP05-06 CP05-09 _,,--PROJECT BOUNDARY _ ---._ \ EXISTING GROUND -1 -" ------ L __2:F. 35.Q_ _J . ~ GARAGE FLOOR ELEVATION SECTION A-A NTS ,---PROJECT BOUNDARY F.G. 46.5 F.F. 47.0 .. -~---..___ \ EXIS71NG GROUND I ...._ -SECTIOND-D SWALE PRE-FILTER DETAIL INSTALL 4" PCC ORIVEWA Y W/6" CURBS OVER APPROVED BASE INSTALL TYPE-3 MASONRY RETAINING WALL, C-3 TW 46.5 FG 44.8 I , -- L ____ _!!;_F. 35.~ ____ J INSTALL TYPE-3 MASONRY RETAINING WALL, C-3 NTS -0, -:-£ .. ·- li ....... g :is~ 0 00 r •, • ...: C? ~ "' <ti + <ti :j. • II i V <n .... o .... -II~: :g ~ .::. r 0 ::,. + II ~ ~ I OJ I iiJ -.... ~ ::,. ,;, :./. .. ~ 8' 10' t-II + "' -II I, 2% ~ ~ 15 ~ 2. OJ ----~...__...._ r---.: 'o r:::.:t_ t---..... A( -. "' -~ .... II -::,. ~~ 'Z.( 7+ uu ~ ~ ;;; • + -I ~ ~ ,., 'I., l8 0 "' ") ~ ~ ~ "" + ") -II • ~ ~ :5l ~ ~ I~ c,:i ~ kl 0, ;!.. I ~ ~ ; ~ I ,..:1,-..: iJ -. -.51 .Jt ;!j n . ::,. .... I"'-. OJ I ii1 --4.28 ·-'- 2-+ 00 PROFILE ENTRY DRIVEWAY SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" -4' FF LEV 7.0 25' r. ' 1'-BO TOM, I.J ; g .... " ") co ") ~ ;:i; .... ct II + ,_ "' ~ ci V -,._ I"-.. FACE OF GA -.........~ ~--.. 1% 11 OI . " ".:' "' :s: n. TYPICALDRIVWAY SECTION NOT TO SCALE ,-& ~ F CAI 11LEVEi !? STR CTUR , n '~ ~AGE II/ALL C n j-f uu ~ ~ ! • C.L. DATE AVENUE__/ I PROPOSED CURB GUTTER --- AND SIDEWALK _/ .. GARAGE FLOOR ELEVATION SECTION B-B TW 46.5 FG 45.3 NTS PRo.JECT BOUNDARY F.G. 46.5 -- ~ G.F. 35.0 _j GARAGE FLOOR ELEVATION J ---- SECTIONC-C NTS K, \LAND PROJECTS 3\708-0960-400\DWG\TM\708-0960-TM02.0WG 05-25-04 LT • • c:::;,ir, IL..-..II 20 10 0 20 40 60 -------SCALE: 1 • = 20' 0 I , I , I 'GRATE .• IN 42.83 I.E. OUT 42. 73 SHEET 5 LEGEND PROPOSED BU/WING PROPOSED STORM DRAIN PROPOSED PLANrER PROPOSED SIDEWALK PROPOSED RETAINING WALL PROPOSED 18'X18' EXCLUSIVE USE AREA \ 1+00 C.L. INT. PRIVATE 12" STORM--"' DRAIN \ \ -6 -'r $137 SQ NET - FF ELEV.-7.0 TENTATIVE TRACT MAP FOR CONDOMINIUM PURPOSES CRESENT DEL SOL ESTATES (FIRST FLOOR AREA DETAILS) . _ _J I \ .--C---. --L.----"----i -'r S 1. 6 -'rQ L---~7' HP 46. SQ FT NE LEV.=47.0 m 46_'/j'.9 I.E. 44. 181.06' EU-4 4015 SQ FT f:T FFJ::)-EV.=4 .0 -'r ·.? TW 47.7 FG 46.5 EU-3 J.\P \J TG 46.2 I.E. 44.0 ... (.JI 35.0 FG ~i-1 --"'"""--4609 SQ FT NET i---FF'ELI:; v.-47.0 PROP. RIM=46. I.E.=37.7 46.5 FG 37.8 \ ' ' i ' \ 1 Jr <f.&_ s APJ\J n 0 z (') \ D TG 46. I.E. IN 43.2 I.E. IN NORn-1 43. 7 I.E. 0 T 31.4 2 U1 'tl'X2' HE. -'r1 ------ ·.J n 0 z 0 I \ 1s11NG O RHEAD \ \ _J L 0 ~ '{/,, 0 5j -I \ \ - ~ \ \;.\ ,;I G \ APJ\J \ 2oa~og1~12 ,, "1H)J_ ·. , .. ,., ~ ~ . ''fi ,. . .' j jf . ·--"·•··•···--·--7 '-f'. l'E \ \ \ \ \ \ \ CT05-01 CDP05-06 CP05-09 PLANTER DATA . ff FGEL£VAnON FG 41.7 2 FG 41.1 3 FG 44.5 4 FG 39.4 5 FG 39.0 6 FG 39.4 7 FG 37.3 8 FG 37.8 9 FG 40.4 10 FG 39.4 11 FG 41.1 12 FG 43.3 13 FG 42.3 STORM DRAIN DATA - l#I LENGTH REMARKS 1 8.8' 18" RCP O 1% PUBLIC 2 66.5 18" RCP O 1% PUBLIC 3 38.2 18" RCP O 1% PUBLIC 4 40.3' 12" PVC O 1% PRIVATE 5 20.0· 12" PVC O 1% PRIVATE 6 114.5' 12" PVC O 1% PRIVATE 7 27.0 4" PVC O 1% PRIVATE 8 30.8 4" PVC O I; PRIVATE 9 58.1 4" PVC O 1% PRIVATE 10 42.6 4" PVC O 1% PRIVATE 11 34.5 4" PVC O 1% PRIVATE 12 36.5 4" PVC O 1% PRIVATE 13 36.5 4" PVC O 1% PRIVATE 14 50.9 4• PVC O 1% PRIVATE 15 48.7' 4" PVC O 1% PRIVATE 16 5.0' 4" PVC O 1% PRIVATE SEE SECnONs A-A AND B-8,C-C ON SHEET 2 ( SEE DRIVEWAY PROFILE ON SHEET 2 ) EXCLUSIVE USE LIMIT DATA 11 DEL TA/BEARING RADIUS LENGTH 1 19"06'08" 630.00' 206.92' 2 N2071'41"E 61.27' 3 N56"01 '37"E 48.81 4 N56"01 '37"E 40.00' 5 N56"01 '37"E 74.25' 6 N56"01 '37"E 18.00' 7 S3474'48"E 106.25' 8 S3474'48"E 40.00'- 9 S34"14'48"E 77.02' 10 S55".J4'47"W 145.25 I---··-· 11 · ss5·45'12·w 64.24' 12 S34"14'48"E 102.21· -· ss5·45•12·w 26.26' 13 14 s10·4s•12·w 19.43' 15 S34"14'48"E 88.27' _16 _§3474'48"E 76.37' 17 N79"14'48"w 20.00· 18 s10·45•12·w 90.33' 19 S10'45'12"W 93.21' 20 N79"14'48"W 5.25' --·--· 21 S3474'48"E 22.52' 22 s55·45•12·w 66.00' 23 N79"14'48"W 20.00' 24 sss·45'12·w 82.97' 25 N10'45'12"£ 9.90' 26 SJ4"14'48"E 33.30' 27 s55•45'12·w 96.00' 28 SJ474'48"E 1.70' 29 s10·45•12•w 9.90' 30 S3474'48"E 33.30' 31 S6572'38"E 11.66' 32 S34"14'48"£ 25.31' 33 S55".J4'47"W 49.14' SHEET30F6 10 0 20 ~. ~~~I SCALE: 1" = 20' \ 40 i \ 60 I APJ\J 206-080-39 TENTATIVE TRACT MAP FOR CONDOMINIUM PURPOSES CRESENT DEL SOL ESTATES (GARAGE AREA DETAILS) \ \ . \ APJ\1 206-080-15 \ \ APJ\J 208-080-1LJ \ J.\PN 206-080--J3 I c ◄ I I \ TW 46.5 FG 35.5 • \ \ ~\ "' -I I TW 46.5 FG 35.5 46.5 • • \ APN \ \ 2 5-080-15 \ _J -1-n-- \ \ • • \ \t • ----CONN CT TO PROPOSED STORM DRAIN, ON SHEET 3 I.E.=31.4 \ \ \ --\ \ CT05-01 CDP05-06 CP05-09 SHEET 4 LEGEND SYMBOL [Gs I} I DESCRIPTION GUEST PARKING SPACE NO. RESIDENTIAL PARKING SPACE NO. RESIDENTIAL GARAGE DOOR ELEVA TOR LOCATION TRASH LOCATIONS 12"X12" BROOKS BOX GRATED DRAINAGE INLET SWALE GUARD GRASSY SWALE PRE-FILTER CONCRETE HEADWALL GARAGE COMMON AREA \ TW 46.5 \ FG 35.5 \~ ~ \ J.\PJ\J 208-080-23 STORM DRAIN DATA • G 35.0 TW 6.5 FG' 5.0 . · • TW 1/ APN 206-080-0B / t; / (/ / J.\PJ\J 205-080-09 A ._ • • INSTALL TYPE A-6 STORM DR IN --CLEANOUT, D-9 I.E. 29.35 WITH STORM WATER p p STA IN ANO BACK-UP PUMP A BACK UP GENERA TOR TO BE MAIN /NED Y HOA • (PRIVATE \ \ APJ\1 205-09-J-0-J \ \ \ \ 46.5 G 35.5 \i-4:..-7" ~UBDIVISION 2-2 % r::.---- ~___, -18 -1A R ~-10' 1-1% -\0--7" 1-4 1-~ ~;~ir~i C \ APJ\J 205-09-J--JB rBf?UNDAl(?Y I \ I \ ti, I I \/ I I I TW x~ \ FG • • I (OH) ----- APJ\J 206-D91-09 \ \ • \ ~ \ \ \ \ \ • • APJ\J 205-091-12 [#] LENGTH REMARKS 17 52.0' 6" PVC @ 1% 18 6.0' 6" PVC tp 1% 19 66.0' 6" PVC O 1% 20 9.3' 6" PVC@ 1% 21 48.5' 6" PVC@ 1% 22 12.9' 6" PVC@ 1% 23 54.0' 24" PVC ti 1% 24 61.8' 24" PVC ti 1% 25 46.1' 4" PVC@ 1% 26 46. 1' 8" PVC t!I' 1% 27 116.7' 24" PVC O 1% SEE SECTIONS A-A,B-B,C-C ON SHEET 2 SEE DRIVEWAY PROFILE SHEET 2 SHEET40F6 ~ ~ '-~ <:) ~ ~ ~ 1---.. 't- ~ ~ ·' ~ ·' - • c:, ·' -- • c:, ·' ~ -__, ti t!'i I Q. 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 I I I I I I I I ·-·r -. ,.c • - -.L - '"j " -- I1--jI TENTATIVE TRACT MAP FOR CONDOMINIUM PURPOSES CRESENT DEL SOL ESTATES -----------'7i~'OP!::....!eELe!aE1'.!VA:!.!T/8!.0!!..N_!.7.!..,.7·.!!.0 _________ f-___ 4.-(B----J0'-0" TOP OF ROOF MAX. I F.F. 5 .0 F.F. 47. I I I I I I I I I I I I I I I I I I I I I I I CT05-01 CDP05-06 CP05-09 l====is:s1,:tlt---o·-o· 1ST. FLOOR AN. FLR. ELEV. q, ©--._:_5• FIN. GRADE SECTIONE-E SCALE 1"=60' TOP ELEVATION 77.0 ----------"--'-~z=--+------>k-<£,--J0'-0" TOP OF ROOF MAX. FF 59.0 F.F. 47. F. J5.0 SECTIONF-F SCALE 1 "=60' I I I I I I I I I =====¥~== o·-o· 1ST. FLOOR AN. FLR. ELEV. $ -6" FIN. GRADE • c:, ·' "' - • <o SHEET50F6 K1\Lanol Projects-3\708-0960-400\dwg\TM\708-0960-TM05-B,dwg 6/7/2005 9107154 AM PST 20 10 ----0~~~2~0 iiiiiiiiiiiiiiiiiii40~~~60 SCALE: 1" -20' 0 I , I , I \ \ \ \ TENTATIVE TRACT MAP FOR CONDOMINIUM PURPOSES CRESENT DEL SOL ESTATES (EXISTING FEATURES SITE PLAN) VAR/NG HEIGHT (1 '-3') RETAINING WALL TO REMAIN 6' HIGH SLUMP STONE \RIMETER WALL 0 J\ L_-J L--- _L_-:-=r ' tJ:';;;;;;] '"~ / • 7.£ 1a1.06' N56'01 3 o' c==- 4" P E TO BE REMOVED 1f£_XISTING GAR GE tr< BE REMO D) SUCCULANT --~~=,-c----/ (TO BE REMOVED ,1 .l 10" DIA MYOPORUM TO BE REMOVED c= ""----=k-r"""'r~~~o/£0)\ MUL Tl TRUNK MYOP U TO E REMOVED 10· 15" DI TO B (TO MYOPORUM REMOVED 6" DIA EXISTING HOUSE \ TO BE REMOVED) I ------c-j ' \ \ \ TO BE REM \IE -~""f"~o/ ~ ---\ ~· I\ ~~ \ \ \ W, \ ',\ \ MUL Tl TRUNK MYOPO TO BE REMOVED I BE REMO , D) EXISTING HOUSE ~ \\ \ (TO BE REMOVED) //"UL Tl \ \ \ M "LNK MYOPORUM __ ,y¾\, \ -- \ , " (TO BE ,MOVED) \ ,_ \ / \ ~ t\ _£,X.'&;.7U1Tl'NJ..N ~~~ \ WALKWAY {TO BE REMOVED) ' I ' \ \ I \ APJ\1 \ 2os~oso~1a _J r --\ \ ' \ ' I 1 \ ' I ' 1 --- \ '\\ \ ---- CT05-01 CDP05-06 CP05-09 \ L- \ \ \ \ - \ \ \ \ -------- --------- ------~ I \ ~ APJ\J 1 os--001~09 \ ~ \ \ \ \ \ , "•VEDTF' ' : ~-'(_) 0 ' S...i SHEET60F6 K:\LAND PROJECTS 3\708-0960-400\DWG\TM\708-0960-TM03"0WG 05 25 04 LT I