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HomeMy WebLinkAboutCT 12-07; VALLEY 17; Tentative Map ExhibitTENTATIVE T CT MAP NO. CT 12-07/ SDP12-07 PROJECT LOCATION VALLEY en w ii ~ C -, C < 0 HIGHLAND 0:: DR. Ul w '¾ ::, j z w :,, ~ C < ro ~ en ...J 0:: 0 < (.) 5 ~ LOCATION MAP " NOT TO SCALE STREET JAMES DR. I g !ii R/W I 30' VALLEY STREET AND OAK AVENUE CARLSBAD, CALIFORNIA 60' ~ ' (60') 30' (30') (30') ' ~ ' ' 13' 17' 17' 13' i (10') (20') i (20') (10') I 5' 7.5' 7.5' 5' ' ~(,,I?, cl I 5• I PERCITY STD. GS-1 ~-ti '°( JAMES DRIVE (EXTENSION) SECTION R/W PROPOSED STA 9+23.24 TO 14+40.87 NO SCALE I PROPOSED ji--"-'IM.,,_P-'-'R'-=O'-'-V=E,..,,M=E,.,_NT-'-'S,,_,_ ____ ~E=XISTING IMPROVEMENTS , I (60') PROJECT TEAM OWNER/DEVELOPER cnY VENTURES 1900 QUAIL NEWPORT BEACH, CA 92660 (949) 258-7555 CONTACT: JOE OFTELIE CIVIL ENGINEER HUITT-ZOUARS, INC. 90 EAST THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91360 (805) 418-1802 CONTACT: PETER BERNARD PROJECT DATA SITE PLAN INFORMATION -TOTAL BUILDING COVERAGE = 37 .89% SAWCUT VALLEY STREET SECTION ARCHITECT PROPOSED NO SCALE Wlll.lAM HEZMALHAI.CH ARCHITECTS, INC. 2850 REDHlll AVENUE SUITE 200 SANTA mA. CA 92705-5543 (949) 250-0607 CONTACT: DON WHITE LANDSCAPE ARCHITECT STUDIO PAD LANDSCAPE ARCHITECTURE 28061 KLAMATH COURT LAGUNA NIGUEL, CA 92677 (949) 682-8530 CONTACT: PETER DUARTE -BUILDING SQUARE FOOTAGE = 65,003 SF -PERCENT OF SITE TO BE LANDSCAPED = 55.48% -UNDEVELOPABLE AREA PER ZONING ORDINANCE SECTION 21.53.230 IS NOT APPLICABLE TO THE SITE GRADING AND DRAINAGE EARTHWORK VOLUMES: CUT = 1,878 CY Fill = 10,982 CY IMPORT = 9, 104 CY SITE LOCATION SOUTHWEST CORNER OAK AVENUE & VALLEY STREET, CARLSBAD, CA ASSESSOR PARCEL NUMBERS 156-212-04 & 156-212-05 GRADING All SLOPES SHALL BE CONSTRUCTED AT A RATIO OF 2:1 MAXIMUM UNLESS OTHERWISE INDICATED. SETBACK FRONT =20' SIDE = 10% OF LOT WIDTH REAR = 2X SIDE YARD SETBACK FIRE FLOW 1,500 GPM AVERAGE POTABLE WATER DEMAND 550 GPO/DU x 17 DU = 9,350 GPO AVERAGE SEWER GENERATION 220 GPO/EDU x 17 EDU = 3,740 GPO SITE AREA GROSS Nl£A = 3.76 ACRES ZONING/LANDUSE (EXIST & PROPOSED) SINGLE FAMILY RESIDENTIAL (R-1-7, 500) ZONE SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT GEOTECHNICAL REPORT PRELIMINARY GEOTECHNICAI. INVESTIGATION PREPARED BY Al.TA CALIFORNIA GEOTECHNICAL, INC. SITE CLASSIFICATION 17 SINGLE-FAMILY RESIDENTIAL LOTS DENSfTY 4.52 DWELLING UNITS PER ACRE R/W I ' ' :(4.5') (5.5') <.·1 4t ! "l.,t i 2% ~·•·-=-7:.\ i R/W I ' ' I ' JAMES DRIVE SECTION EXISTING STA 14+40.87 TO 23+48.11 NO SCALE EXISTING IMPROVEMENTS (60') (30') (30') VARIESEXEP VARIES (20') (10') 14'-19' ± 2% PROPOSED AC BERM (11'-16' ±) OAK AVENUE SECTION l/TILIJY COMPANIES EXISTING (ALTERNATIVE DESIGN STREET) NO SCALE WATER. .................................... CARLSBAO MUNICIPAL WATER DISTRICT SEWER ..................................... cnv Of CARLSBAD WASTEWATER DMSION STORM DRAIN .......................... CITY OF CARLSBAD STORMWATER PROTECTION ELECTRICAI.. ••••••••••••••.•••••••••••••• SAN DIEGO GAS & ELECTRIC NATURAL GAS ......................... .SAN DIEGO GAS & ELECTRIC TELECOMMUNICATION .............. .PACIAC TELEPHONE LEGAL DESCRIPTION All OF LOTS 23 AND 24 OF PATTERSON'S AOOITION TO THE TOWN Of CARLSBAD, ACCORDING TO THE MAP THEREOF NO. 565, FILED IN THE OFFICE Of THE RECORDER Of SAN DIEGO COUNTY, SEPTEMBER 22, 1888. TOG£fHER WfTH THAT PORTION OF OAK AVENUE IMMEDIATELY ADJACENT TO THE >ID-IE DESCRIBED PROPERTY, IS VACATED AND CLOSED TO PUBLIC USE BY RESOLIJTION OF THE SAN DIEGO COUNTY BOARD O• SUP£R\IISORS. RECORDED OCTOllER 2"7, W29 lN llOOK 1-100 ~AGE 83 OF DEEDS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; EXCEPTING THEREFROM THE SOUTHWESTERLY 400 FEET THEREOF, THE NORTHWESTERLY LINE OF SAID SOUTHWESTERLY 400 FEET BEING PARALLEL WfTH THE SOUTHWESTERLY LINE Of SAID LOTS 23 AND 24. APN: 156-212-04-00 (AFFECTS LOT 23) AND 156-212-05-00 (AFFECTS LOT 24) BASIS OF BEARINGS , THE BEARINGS OF BOUNDARIES REFERENCED HEREON ARE BASED ON THE CENTERLINE Of VALLEY STREET BEING NORTH 34• 00' 17" WEST PER PARCEL MAP NO. 20486. BENCH MARK CflY OF CARLSBAD CONTROL POINT NO. 122 (CLSB-122), STAMPING CLSB-122 LS. 6215, SET 2.5" DISK IN NORTH CURB OF Of CARLSBAD VILLAGE DRIVE, 0.1 Ml WEST OF HIGHLAND DRIVE OPPOSITE PALM TREE IN CITY LIBRARY PARKING LOT. ELEVATION=l 27.190 NGVD DATUM. ELEVATIONS SHOWN HEREON ARE PROJECT SPECIFIC AND 0.21 FEET HIGHER THAN THE PUBLISHED CITY OF CARLSBAD DATUM. CITY OF CARLSBAD CONTROL POINT NO. 122 (CLSB-122) ELEVATION = 127.190 FEET NGVD29 DATUM (PROJECT ELEVATION FOR POINT NO. 122 = 127.400 FEET) R/W I ' ' PROJECT LOCATION 5 TO L.A. HILL ST. TO VISTA ■ " w J ;;; w n. ATSF RR ,, u "" "" " "' CARLSBAD BLVD. PACIFIC OCEAN VICINITY MAP NOTTO SCALE LEGEND ---so--- XXX X ,t PROPOSED STORM DRAIN PROPOSED CATCH BASIN EXISTING ELEVATIONS PROPOSED PROPERTY LINE -----EXISTING EASEMENTS ---vi---PROPOSED WATER ---S---PROPOSED SEWER EXISTING STORM DRAIN L. _J EXISTING CATCH BASIN ---(W}---EXISTING WATER ---(S)---EXISTING SEWER PAD=XXX.X ®----0 -~® ---a----@ ® I PROPOSED TRACT BOUNDARY RIGHT OF WAY LINE EXISTING LOT LINE SETllACK ENVELOPE RONJNAY CENTERLINE RONJNAY CENTERLINE PROPOSED PAD ELEVATION PROPOSED STREET LIGHT PROPOSED SEWER CLEANOUT PROPOSED WATER METER PROPOSED FIRE HYDRANT .. I ____ ,_ .. ·.·••··•-··•--·I PROPOSED ISPHALT PAVEMENT ~b· __ · -~~-·•-·~· ! PROPOSED CONCRETE PROPOSED BMP TREATMENT AND DETENTION SISTEM TO BE MAINTAINED BY HOMEOWNER PROPOSED BMP TREATMENT AND DETENTION SYSTEM TO BE MAINTAINED BY CflY PROPOSED DECOMPOSED GRANITE ACCESS ROAD TO S.0. 6 "' z ~ . 0) "! "' u ,i ffl OATE:08-20-2013 ~ & CHECKED: PB DRAWN: BS DRAWING FILE: 19011060-TTM PROJECT NO.: R190110.60 SHEET NUMBER: 1 OF' 3 SHEETS i -l i ~ .. ! t I i ri ! f ::I I 0 i a, ~ I !! I () --i () - ~ ~ \JJ .• s TENTATIVE T CT MAP NO. CT 12-07/ SDP12-07 VALLEY STREET AND OAK AVENUE CARLSBAD, CALIFORNIA TRAC'!' BOUNDAR'!' EXIST RCTAINING WALL TO REMAIN I I 3' 1 1,i: MIN. (ROUGH GRADE) / TOP OF = WALl ~"""''ED GRADE LEVEL SECTION A-A SLOPE SEE C!lY STD. OWG. GS-14 ·, I _ I I ri _I ~f-------<'.I •. .,.,-PROPERTY LINE I .. I, ~+--L-----L---f'.i..--1.~ --l,...--L __ ,_ ',I/ ·--.._ • j Ao~---.-~s'l.iN._ -:I lc_-<'::ll' -13.. . ; ·I. ~5• PV1 ~-~ 7 : ~ e: • . . 14'1: Ml\)(,.. • 11-l I ~ .vi I ~:~•~·l.t-cll~Rl'/:;W=,11.Y;:::.1".it-1•·=··=··-:r:a· PRIVATE STORM DRAIN '); 1/ ~ .... ~ \ .... o,: ~ _;! 9 I 9~ .... ·. '.,/ • . V ' ' -BMP TREATMENT AND c:-t-rt-(/) I ~(/) }a: •· ~ >< '\. I I DETENTION SYSTEM TO BE 5' MIN; • ~, I -~ ~ 1 , MAINTAINED BY HOMEOWNER ..., I 0..1----1 ~ >( ~'~ :'=---OllTLEl' Sl'RUCTURE PER BIORETENTION , -j 1 1 1:2 A : ~ ,.. . I OEJENTIO • ~•N• ~ DE!'AIL ON SHEE!' 3 -J I I I • I PLAN NOTES: 1. DRAINAGE SHAl.l BE DIRECTED TO THE TREATMENT ANO DETENTION BMP WHICH SHAll BE CONNECTED TO THE STORM DRAIN SYSTEM IN THE STREE!'. 2. NON-EROSIVE DRAINAGE SURFACE REQUIRED WHERE FLOW IS COLLECTED. 3. FINISH GRADING SHALL PROVIOE A MINIMUM POSITIVE DRAINAGE OF 2'1: TO SWALE 5' AWAY FROM THE BUILDING UNLESS SPECIFlCALLY APPROVED OTHERWISE BY THE C!lY ENGINEER. - 4. DRIVEWAYS BETWEEN 14'1: AND 2or. MUST RECEIVE SPECIAL APPROVAL OF THE CITY ENGINEER. SUBMIT ENC1NEERED PROFILE AND LETTER OF REQUEST TO THE ENGINEERING DEPARTMENT. TYPICAL FINISHED LOT GRADING NO SCALE 20' PUBLIC UTILITY EASEMENT 4.!5' I I 1'"6 i t 12.5' PROPOSED UNIT PROPOSED UNIT FIREPLACE ~~IST a• WATER TO BE REMOVED 30' --~ 10'!!: 10'± R/W 10' , PROf'05El) PAD EXIST 1 o· ssJ L EXIST 36-50 TO REMAIN TO REMAIN EXIST PAVEMENT PROPOSED AC BERM DETAIL SECTION B-B NO SCALE DETAIL SECTION A-A NO SCALE ---(st----;s)------0--<:sl-----(s ' (WJ------(W1------[WI-----(W)--- JOIN EXIST CURB .Ii GUTTER ('0-U U ---(W(--- • w > <C ~ <C 0 ~~o <CZ_. a:_. ~fZ .. en-© -IW ><a: w O :::> _. .. 1- --1 CZ <c:ew >m> "~>-Oa:1- I <( - ~00 l-o ~ 0 <C a: i,J a: I ~ I-EXIST CONC._SIOEWAl,K_,---'------.~ ~ 30' 15' 0 30' -H-H I SCALE: 1" = 30' -7 I I , I , EXIST ST R/W "-JOIN EXIST 51D ~ TRANSITION PROP SIDEWALK TO TIE INTO EXIST, MAX SLOPE = 4 DETAIL C NO SCALE C w > 0 a: 0. a. <( ~ 0.. 0 SUBMITTAL: 5th !! DATE: O!l-20-2013 .. -1 iii CHECl<EO: P8 DRAWN: BS : .• "J DRAWING Flt.E: 19011060-ml . , 2 Of' 3 SHEETS , -y I -! TENTATIVE T CT MAP NO. CT 12-07/ SDP12-07 VALLEY STREET AND OAK AVENUE CARLSBAD, CALIFORNIA I APN: 205-080-77-00 APN: 205-080-10-00 I r, )J~' J f----- ___________J 0 0 ,;, "' "' -~ L~ ~ ~ f ~ 0 0 • N "' • . N . -I N ' . I u, . "' _Ji -x~--- J ~/ ~ ,---::::::=:==!=;~.========::::::::. ________ __:::::=====~=====c-c=========r=~F=i====::::::::.~-------------== "'~1 VALLEY ST€ VALLEY STREET "')~ C ----~"',1--r+---.---------~------------------------~--------------"'-~le• o ~ :! a ~I ~l ___ _ £XIS G CITY OF ------+-1-'-I ________ ~----======= CARLSBAD RIGHT Of" _ WAY £A$£':M£NT PER , ,.., ooc. No. ,-g/}7-0657514 )<,,-!l,,......:li:.....!.-_;,;N::;::34::.."0::::3'~0;:;3-w,,;;.. ______ --,r-:~13~0::.:.08:::'_~F--!N!:;34::_·~oo:::'.;,:1rw;,.;;~-.,...,,,_~_;~---+----,"'---'?"""'.""----~~,......-..:2:;:;B::;:;0.~14::..' --~-..it:. EXIST s_T ... R, .......... ~~~-.,.. l 95.34' 34.74' -· ·-66.65' ·-97.49' 6' 20' ~ ill :s; ~ ~ ~ \ £XJST R/W N"' ~ 15' I 15' 0 a "' "' I I gl g I N34"03'03"W bOT-6-- 7760SF 115.3T LOTS 7501 SF 11542' LOT4 7504SF 7TACT BOUNDARY 0 0 .,; "' 0 0 .,; "' 115.4T PORTION OF EXISTING LOT 23 PATTERSON'S ADDITION MAPN0.565 APN: 156-212-04-00 LOT3 7507SF 115.51' EXISTING 10' CITY OF CARLSBAD UTIUTY EASEMENT PER DOC. NO. 85-491818 TO 8£ OUITCLAIM£D LOT2 7509 SF Pf?OPOS£D 10' PR/VA TE DRAJNAG£ £AS£M£NT 115.53' 0 a "' "' LOT? 8077 SF 119.39' LOT8 7761 SF 119.39' I 0 91 ~ "" PROP. O'R/W ---+~ 30' 8'---t"-":::::-1--:-:::--' 17' 17' g, I g "' I "'1 LOT9 7761 SF Pf?OPOSEZ)Y. 119.39' RIGHT OF rAY 1 EXISTING LOT LINE I PER MAP NO. 565 ~ LOT10 7761 SF 119.39' LOT11 7500 SF 120.84' "' -0 "'1 I'll ,,__ "' :fl 0 "' "' z PROP. 30' 17' o· RJW 3' 1T -0 g 9 LOT17 7805SF 115.44' LOT16 7502SF 115.39' L---f-'/l!Jlf?7!? WAY I LOT15 7500SF 115.34' I PORTION OF EXISTING LOT 24 PATTERSON'S ADDITION I MAP NO. 565 APN: 156-212..()5.00 .,. I : ~ I lOT14 7500SF ~PROPOSED 10' PRIVATF r-DRAINAGE £ASF:M£NT 11529' "' ,~ ,-.. ... g g. APN: 156-212-27-00 I I -I g :li!""~~~~~':'==':'::+:'.::~ Ii .,. ,-.. -"' "' ' / ;;1--- '° "' X I I ' ' APN: 156-212-32-00 TRACT BOUNDARY APN: 156-212-20-00 fl.c I I I I I I I I I I I I I .! I I I! t I I I I I I ~ @ 1 2 3 4 5 6 7 8 9 10 11 12 13 t4 15 16 SURfACE AREA Of . PLIN1ER (250 SF MIN) _ -PIPE FROM AOJAC!'NT CURVE AND LINE DELTA/BEARING RADIUS 89°57'39" 20.00' 89°57'14" 20.00' 11'0!!'45" n.oo· 74"31'32" n.oo· N21"51!'38"W - 78'22'00" 20.00' SB6"00' 46-W - 11'37'21" 330.00' 90"02'46" 20.00' 78'22'00" 50.00' 11"37'21" 270.00' N22'25'03"W - N22'25'03"W - -N55"5-7'36"E -- N34'03'03"W - N55'59'24"E - l (VARIES) IRRIC,l; S'l'SIEM rCl£!1NOU! SfAND PIPE 11 i!ED PIPE a::===== DATA LENGTH TANGENT 31.40' 19.99' 31.40' 19.98' 14.98' 7.51' 100.16' 62.12' 28.94' - 27.3~ 16.30' 22.58' - 66,94' 33.59' 31.43' 20.02' 68.39' 40.75' 54.77 27.48' 36.42' - 69.69' - 5;B9' - 19.99' - 19.99' - ~JRIFICE FOR 100-1'£AR OEIDlll0N A.OW CONTROL -'--..,-.. -,..~-OT;;,-:;91'f===========::::=J--coNCRlcTE OR OTHER • • . • SIR\IC!VPAL PLIN1ER ENERGY DISSll'ifflO WilLL WITI! #A'IO!PF:OOF!NG OOWNSPOl/1' /1Nl[r ONE-WA'!' CONNECTIONS IRRIGATION SV'Slrah ,., F'ERRJRA1ED PIPE (U -Dl5CHolRGE TO NI ~~~=====c:~Olllf:~~M.1.;;,;P,;:,IP,;;E.,,1-APPA(MD LOO\TlON PRIVATE PIPE FROM MIN SI.OPE-0.5l! AOJACtNT LOT NOTES: 1. FlOW-TI-mOI.IGH PWIIER SHALL BE S1ZID TO MEE:r CCCWP CRITERI'\ FOR lRfA'IMOO. 2. MINIMUM SURFACE AREA Of PWIIER IS 4l! Of TR1BUl'ARY IMPEIMOUS AREA FOR 'TREATMENT ONLY DESIGN. 3. S-OF PIANTER CAN VNrl TO MEEJ PRWECT OESIGN REQUIREMENTS ANO LOO\TION. 4. C1ASS 2 PERM£ABLE W.TERW.. 5. llOWNSPOIJIS/INlEJ Pl'ES REQ\llllE ENERC'I' DISSIMTION. 6. USE COUNTY APPROVED IIODtTIVE MOOURE FOR lw\106 ROOFING CONCRETE. 7. PlANllNGS: SEE CCCWP REtOMMENDro PWIT US!' ANO CUIOruNES. 8. Pl.ANTER DESIGN W.Y REOUIRE STRUC!IJRAl ENGINEERING DESIGN. 9, AREA = W x l (ABOVE) = PER Pl.AN 30' 60' ' ! 1" = 30' C w > 0 a: a. a. <C I SUBMITTAL: 5th ffl DATE: OB-20-2013 1 ~ CHECKED: PB DRAWN: BS -5'5 ORAW1NG ALE: 19011060-ml PROJECT NO.: R190110.60 SHEET NUMBER: 3 OF' 3 SHEETS i I: '