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Home My WebLink AboutCT 14-04; MILES BUENA VISTA; Tentative Map ExhibitI BENCHMARK TENTATIVE MAP FOR CT 14-04/PUD 14-06 OWNER'S CERTIFICATE WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE PROPERTY SHOWN ON THE TENTA TJVE SUBDIVISION MAP AND THAT SAID MAP SHOWS ALL OUR CONTIGUOUS OWNERSHIP IN WHICH WE HA VE ANY DEED OR TRUST INTEREST. WE UNDERSTAND THAT OUR PROPERTY IS CONSIDERED CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS, OR RAILROAD RIGHTS-OF-WAY. OWNER/DEVELOPER THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL POINT #122, AS SHOWN ON RECORD OF SURVEY 17271. A 2.5-INCH BRASS DISC IN THE NORTHWESTERLY TOP OF CURB OF CARLSBAD VILLAGE DRIVE, 680-FEET MORE OR LESS NORTHEASTERLY FROM PIO PICO DRIVE. ELEVATION = 12 7. 190' NGVD 29 ROBERT MILES SUBDIVISION, CARLSBAD, CA ROBERT MILES 1833 BUENA VISTA WAY CARLSBAD, CA 92008 _ _ __ 7 PHONE: 760-~8,9-90/1 // BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY JS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 {CCS83) [EPOCH 1991.35}, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS 1.22 AND .J;J,9, BEING A GRID BEARING OF N45"17'23"W AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271 (CITY OF CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 08, 2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION "122" IS 0.999957690 GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE COMBINED SCALE FACTOR. 122 = FOUND 2.5-INCH BRASS DISC STAMPED "CLSB-122 L.S. 17271. N:2,005,450.968 E:6,228,316.937 EPOCH 1991.35 6215~ PER ROS 139 = FOUND 2.25-JNCH CALTRANS BRASS DISC STAMPED "5-50.7 1989~ N:2,007,465.166 £:6,226,282.274 EPOCH 1991.35 LEGAL DESCRIPTION PORTION OF LOT 30 OF PATTERSON'S ADDITION TO THE TOWN OF CARLSBAD, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 565, FILED IN THE OFRCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON SEPTEMBER 22, 1888 AND A PORTION OF SECTION 31, TOWNSHIP 11 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. REFERENCE QUITCLAIM DEED DOC#2012-0250570 APN: 156-220-02 SITE ADDRESS: 1833 BUENA VISTA WAY, CARLSBAD, CA 92008 EASEMENT NOTES AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. SAN DIEGO GAS AND ELECTRIC COMPANY PUBUC UTILITIES, INGRESS, EGRESS JANUARY 21. 1937 IN BOOK 61l PAGE 78 OF QFACIAL RECORDS GRANTED TO:. PURPOSE:. RECORDED:. AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. HYDROLOGY AND HYDRAULIC REPORT SEE HYDROLOGY AND HYDRAULIC REPORT PREPARED BY BHA, INC. AND DA TED: AUGUST 14, 2014 GEOTECHNICAL REPORT GEOSO/LS, INC. 5741 PALMER WAY CARLSBAD, CA. 92010 (760) 438-3155 SEE GEOTECHNICAL REPORT DA TED: MAY 14, 2014 PROP. R/W 10' EXIST. AC BERM PROP. CURB~ & GUTTER 2% -. .., JO' 60' ll. 30' 20' 20' 10' 12' EXIST. CURB)l_ 11' & GUTTER a --- 5' 80' EXIST. R/W 40' ::z -Z1 EXISTING 5' o· EXIST. R/W LEGEND PROPOSED 5' NON-CONTIGUOUS SIDEWALK EXISTING WIDE SIDEWALK ~ 35,5 ~ 1---I 1:::::::: ::::2f81 --,36-- ---(''IV) --(\\/) ---~ EXISTING ELEVATION PROPOSED ELEVATION PROPOSED AC Pl/MT/BASE PROPOSED ENHANCED PAVEMENT SLOPE DIRECTION PROP. R/W SAm:'UT AND JOIN EXISTING PROPOSED 4" AC Pl/MT OVER 4" AB (MINIMUM} VARIES TYPICAL SECTION MCCAULEY LANE NOT TO SCALE VARIES ll. AC P'IMT VARIES VARIES' VARIES' 10' EXIST. R/W KEYMAP 80' SCALE: 1'' = 80' 30' VARIES 160' 60' ll. 4.5' 240' JO' 14' XIST. 16' EXIST. R/W I I BIQRETENTION BASIN PAD KEY MAP LEGEND SHEET REFERENCE PROJECT BOUNDARY SHEET INDEX 1 COVER SHEET 2 EXISTING CONDITIONS/DEMO PLAN 3 TENTATIVE MAP DESIGN 4 REMEDIAL GRADING DETAILS LOT UNI£ 60' PR/VA TE STREET EASEMENT If.I LDT 11 ' 35' 25' CITY OF 0------------1--~~~, CARLSBAD I ,, (FACTOR 01 PROPERTY ___ 1_7._5_' __ ... 1-__ 1_7_.5_' __ -t SAFETY= 1.5 VARIES : I 11•-25• I I 17 17 -__ , _ _, ... -, (,/C ROBERT MILES DATE ENGINEER OF WORK -b~A,mc. land planning, cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 RONALD L. HOLLO WA fJ RC£ 29271 PROJECT DATA NO. OF LOTS: 11 ZONING GENERAL PLAN DES/GNA TION LAND USE COASTAL ZONE DRAINAGE DISTRICT: SITE AREA DWELLING UNITS LOT SIZE· PROPOSED DENSITY GRADING QUANTITIES REMEDIAL (REMOVAL & RE-COMPACT) CUT FILL AREA THA rs UNDEVELOPABLE AREA OF GRADING VOLUME OF GRADING PER GRADED ACRE TOTAL SITE RUNOFF: UNDETAINED: MASTER DRAINAGE BASIN: SETBACK DATA FRONT SIDE STREET SIDE REAR DETAINED: A VERA GE DAILY TRAFFIC EXISTING: PROPOSED: INCREASE: DATE 10 RESIDENT/AL LOTS I PRIVATE STREET/OPEN SPACE LOT R-1-9500 (ONE-FAMILY RES/DENT/AL 9,500 S.F. MIN. LOT SIZE) RLM (LOW-MEDIUM DENSITY 0-4 DU/AC} RESIDENTIAL NO A {NW QUADRANT} 3.13 AC 10 0/U 9,500 S.F. MIN. 3.21 DU/AC (10 DU/3.12 NET DEV AC=3.21 DU/AC) 5,456 CY 4,970 CY 4,970 CY 346 SF (0.01 ACRES) 2.80 AC 1,775 CY/AC Q= 5.46CFS Q= 3.59CFS BASIN A; BUENA WSTA WATERSHED MINIMUMS 20' 10% OF LOT WIDTH 10' (2 X SIDE YARD SETBACK) 10 AD T PER UNIT X 1 = 10 AD T (EXISTING HOUSE} 10 ADT PER NURSERY X 1 = 10 ADT 10 ADT PER UNIT X 10 = 100 ADT 6' WIDE MEANDERING PCC 2: 1 SIDEWALK. SEE LANDSCAPE PUBLIC UTILITIES 80 ADT TOTAL MINUS EXISTING USES 2% 11'-14' 3.5' AC BE.(/ 2% - MAX ,_.,,.. 71' 11' PROP. 6" _ , ---~ ... I -+-----, PLANS FOR COLOR/TEXTURE WATER SUPPL y AND SHALL BE TO THE SEWER PCC CURB I'. -SATISFACTION OF THE CITY GAS & ELECTRIC CARLSBAD MUNICIPAL WATER DISTRICT-AVG. POTABLE WATER DEMAND: 5500 GPO (550GPD X 10} CITY OF CARLSBAD: 10 £DU'S r:-F«.r.z-.z: EXISTING_J AC P'IMT SA m:'UT AN'fl--..,., JOIN EXISTING PROPOSED 4" AC PVMT' OVER 4" AB (MINIMUM) TYPICAL SECTION BUENA VISTA WAY NOT TO SCALE 2' (f I 20' I 16' 0 ~ • ENGINEER. TELEPHONE ' WIDE MEANDERING PCC 8" PUBLICJ-0 12 STORM FIRE SIDEWALK. SEE LANDSCAPE WATER 8" PRIVATEJ-PROPOSEgR:!NAC PVMT POLICE S.D.G.&£. AT&T Cl TY OF CARLSBAD CITY OF CARLSBAD PLANS FOR COLOR/TEXTURE SEWER o•=R 4• AB (,"'N'""'"' SCHOOLS PROP. AND SHALL BE TO THE vc, "'' ,,.u,. 1 CABLE CARLSBAD UNIFIED SCHOOL DISTRICT TIME WARNER CABLE AC BERM SATISFACTION OF THE CITY TYPICAL SECTION ENGINEER. PRIVATE STREET EASEMENT NOT TO SCALE VICINITY MAP If. NO SCALE: 2' CONSTRAINTS INFORMATION 346 SF (0.01 ACRES) OF THE SITE IS WITHIN AN AREA WITH SLOPES EQUAL OR GREATER TO 40% AS IDENTIFIED ON THE SLOPE ANALYSIS/ CONSTRAINTS MAP. THE REST OF THE SITE {3.12 ACRES) HAS BEEN DISTURBED AND IS DEFINED AS NOT UN-DEVELOPABLE LANDS PURSUANT TO SECTION 21.53.230 OF THE CARLSBAD MUNICIPAL COD£ ABBREVIATIONS ASPHALT CONCRETE BEGIN CURVE BEGIN VERTICAL CURVE BOTTOM OF WALL CURB AND GUTTER CENTERLINE CLEANOUT IE LT INVERT ELEVATION LEFT MANHOLE NOT TO SCALE ----(S) --(::;) -- ----(G)--(G)--- AN/SH GRADE CONTOUR PROJECT BOUNDARY RIGHT OF WAY LINE EXISTING WA /ER LINE EXISTING SEWER LINE EXISTING GAS LINE EX.ST. EXIST. R/W ;,r,-~-7;~-J2%--A-.-.:~I BERM1' 2%11' ix'it~RB)l ____ _V 5' 12' LOT 4 ').',,,;---=~ 189.8 P.E. LOT 6 <.·7 190 P.E. BUENA VISTA WAY AC BC BVC BW C&G CL co DC EC EG EP EVC FFC FL FG GB HP DEPRESSED CURB END CURVE EXISTING GROUND MH NTS PCC PRC RCP RT RW ss POINT OF COMPOUND CURVE POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE RIGHT RIGHT-OF -WAY SANITARY SEWER --(E) -----------(E) ---·--(T) ----------(T) -- ---55-~-- --s --s -s -O---s --w --w -----,® -----,® txx:l '""' lB5' ---.:__ __ <:= <:= <:= -//--f__;;---c EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED WATER LINE PROPOSED SEWER LATERAL PROPOSED WATER METER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED 5' NON-CONTIGUOUS SIDEWALK PROPOSED SLOPE EMBANKMENT (MAX 2: 1) PROPOSED SETBACK AREA PROPOSED BROW DITCH PROPOSED CUT /FILL UNE -z-.z-.z: 2 :V--{'"...r..LZ-z.7::r--f:1 -·=c ~ ci:::i:,~'\'c=a.-_ \_ c...6::z7 21 ""-._EXISTING 5' -I 6 SA m:'UT AND JOIN EXISTING WIDE SIDEWALK EXISTING AC Pl/MT PROPOSED 4" AC PVMT OVER 4• AB (MINIMUM) PROP. CURB & GUTTER CUL DE SAC SECTION MCCAULEY LANE NOT TO SCALE PROP. 6" AC BERM PROP. 6" AC BERM PROPOSED 4" AC PVMT OVER 4" AB (MINIMUM) TYPICAL SECTION PRIVATE DRIVEWAY LOT5 NOT TO SCALE APPROVED THIS IS THE APPROVED TENTA"{IVE MAP/SITE PLAN FOR PROJECT NO.fil'i:Q<t PER CONDITION NO. fa OF PLANNING COMMISSION RESOLUTION NO._JJ~ ~,....-__,.,;-.:1,rr,._,' o1/01,/zo1G. CiRJ.:J.,;:{:;{/ /-$-16 DA TE ENGINEERING DIVISION DA TE REV. DESCRIPTION DATE APPD RONALD . c,, HOLLOWAY I NO. 29271 !i1l CIVI h~A,mc. EDGE OF PAVEMENT END VERTICAL CURVE FRONT FACE OF CURB FLOWLINE FINISHED GRADE GRADE BREAK HIGH POINT land planning, cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 SD SDRSD SW TC TW STORI,/ DRAIN SAN DIEGO AREA REGIONAL STANDARD DRAWING SIDEWALK TOP OF CURB TOP OF WALL TENTATIVE MAP ROBERT MILES COVER SHEET 1833BUENA VISTA WAY CARLSBAD, CA WO. 901-1289-400 SHEET ...L OF _1._ II I Ii '" )> m I ~ Cl "'" :CJ mo i " □o ! "C: ~ ~o ~ :a -l N ~m 2 " . 'I, l> Gl ii :1:1 z ,,. zm 2 ~1 c~ i, S::I C J! ~ 0 ;! :a cl s: l! mfl'l ., 0 Ill I: ~i m z :CJ m 1: '" ~ Ii I! Ii I I ---( I II I! \2 m I '"~ c::, :CJ mo § "' 0 0 ;t :a C ·loo !, m -l ~i ::a m ~l co 2 ij ~ • l;i l> Gl ~l :':J Z ,, z~ 2 ;( C •: S:: I C ~J CD Q Ii gJ ~ s: t' 01. 1? ~~ CJ : z m z :CJ m Ii '" 0 i, Ii Ii I NOTES ALL EXISTING BUILDINGS, SHEDS, STRUCTURES, £TC. NOT IN COMPLIANCE WITH THE PROPOSED LOT LINE SETBACKS WILL 8£ REMOVED PRIOR TO THE RECORDA TION OF THE FINAL MAP. ALL EXISTING SEPTIC TANKS AND LEACH FIELDS WILL 8£ REMOVED IN COMPLIANCE WITH SAN DIEGO COUNTY HEALTH DEPARTMENT REQUIREMENTS PRIOR TO THE RECORDATION OF THE FINAL MAP. EXISTING KENT/A PALM TREES TO BE REMOVED OR RELOCATED ARE 6" DIA. AND 15' TALL. APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.IT.J!:l::iiJ PER CONDITION NO. _ _b__OF PLANNING COMMISSION RESOLUTION 6" .J ,1 N0._].1..Z.\1 ~J#'r 01[o<..lz<>1c.. 52~ 1-&--/c; u.NNING 1DIVISION DA TE ENGINEERING DIVISION DA TE REV DESCRIPTION DATE APPD RONALD L. r,, HOILOlfAY I NO. 29271 l'IVl\. hJ.iA,lnc. land planning, cMI enginee~ng, surveying 5115 AVENIDA ENCINAS SUITE 11L11 CARLSBAD, CA. 92008-4387 (760) 931-8700 CT 14-04/PUD 14-06 20· 40' SCALE: 1" = 20' \ \ TENTATIVE MAP ROBERT MILES EXISTING CONDITIONS/ DEMOLITION PLAN 1833BUENA VISTA WAY CARLSBAD, CA 60' WO. 901-1289-400 SHEET _2_ OF _.1:_ I' I: I en l> ~ I,~~ C ll '( .ll □ § ~[ ii!c ijr ::a-~ ''i ID Cll it~. 2 lJz G) ;jl' zm z ·k:e i!: S: I C: :;:l lllo 4'1 _m ,:i s: ;r ~ rn "! 81 ~ CD I; ru z m z II m 1: m ~ I I I I I I l I m l> ~ I ~~ CJ II l □o ~ "c D CJ ~ _, m m < 2 r "z G'l '"m 2 § :e ia C ~" s: m (TI t 8l ~ CD ro z m iii II m 0 " I I I l en l> ~ I ~ CJ "'" II ~~8 i "c i~~ i~ 2 ~ ~ . G) j~z l! ~ ~ 2 ~~I C: mO s: .... JJ~ 'iii rn. • m,: CD J tB z m z II m I ~ I I I APN 156-220-01 30' 15' o' 30' 60' 120' ff. SCALE: 1'' ~ 30' \>-i-\ \I-192.1 '):-FG IMPERMEABLE LINER THROUGHOUT 6' VIEW FENCE EEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL LOT 1 PAD EL: 193.5 fa--2:1 MAX -----2-3" MULCH --18" ENGINEERED SOIL MIX' ~-3• OF PEA GRAVEL M---1-12• DEPTH OF 3/4" CRUSHED ROCK FOR STORAGE 4" PERFORA TED P VG PIPE 189.6 BOT *ENGINEERED SOIL MIX SHALL PROVIDE A MINIMUM SUSTAINED INF.IL TRA TION RA TE OF 5'1/HR. MIX SHALL BE SANDY LOAM TOP SOIL CONSISTING OF 50% SAND, 30% PLANTING SOIL, 20% SHREDDED HARDWOOD MULCH. SECTION A-A NOT TO SCALE TENTATIVE MAP FOR ROBERT MILES SUBDIVISION, CARLSBAD, CA I LOT LINE-t I 1.0' BENCH ' 0.1, I 0.5' "MA"'X,=;S,;-,LO°"PE.-.. 1 2:1 J PAD-194.1 PAD-189.5 SECTIONB-B NOT TO SCALE -------,....._~ ----~~, ~ . ..____ I \ \\ ,\ \ I \ -------- ', I ' 20' ' ' PAD 2:1 MAX ! APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.tll4.!t/ PER CONDITION NO. l:, OF PLANNING COMMISSION RESOLUTION 2:1 MAX SECTIONC-C LOTS9/10 NOT TO SCALE REV. DESCRIPTION NO . .Jl.la. _,Y.J , oi/ob/201& ,j/2~ /4-/6 PLANNING DIV/ ION DA TE ENGINEERING DIVISION DA TE ' I A oumow TO D-21 UNDERDRAIN TO McCAULEY LANE DATE ' APPD _.--\ ',. \ ~ ' - 1\ ,\ RONALD L. HOLLOWAY NO. 29271 CIVIi, OF C~\,\1 I ' ~ I CT 14-04/PUD 14-06 SUMMARY TABLE LOT LOT LOT MININUM SETBACKS USE SIZE SF WIDTH FRONT INT. SIDE STREET SIDE REAR 1 9,500 80 20 8 NIA 16 RESIDENTIAL 2 9,500 80 20 8 NIA 16 . 3 9,500 80 20 8 10' 16 . 4 10,163 71.7 20 7.2 N/A 14.4 . 5 15,527 95.5 20 9.5 NIA 19 • 6 10,234 72 20 7.2 N/A 14.4 . 7 10,337 78.8 20 7.9 N/A 15.8 . 8 10,543 85 20 8.5 N/A 17 . 9 9,622 75 20 7.5 N/A 15 • 10 9,958 70 20 7 N/A 14 . 11 26,168 TOTAL SF 11 14,622 NIA NIA NIA NIA NIA PVT. STREE, 11 11,546 NIA N/A N/A N/A N/A OPEN SPACE GENERAL NOTES: • MINIMUM LOT SIZE IS 9,500 S.F. • LOT WIDTH IS 60 FEET MIN. (MEASURED AT FRONT YARD SETBACK) • FRONT YARD SETBACK IS 20' • SIDE YARD SETBACK EQUAL TO 10% OF LOT WIDTH (MIN. 5' AND NEED NOT EXCEED 10; • STREET SIDE YARD SETBACK IS 10' • LOTS 9 &: 10 WILL SATISFY THE INCLUS/ONARY HOUSING REQUIREMENT (CONSTRUCT FUTURE SECOND DWELLING UNIT) • LOT 11 TO BE MAINTAINED BY HOA FIRE NOTES: 1. FIRE ACCESS ROAD SURFAC£ THE SURFACE OF ALL FIRE DEPARTMENT ACCESS ROUTES SHALL BE OF AN IMPERVIOUS "ALL-WEATHER" SURFACE MATERIAL, DESIGNED TO CARRY A MINIMUM LOAD OF 75,000 POUNDS AXLE WEIGHT. 2. FIRE LANES. FIRE LANES ARE TO BE DESIGNATED AND THEY SHALL BECOME THE RESPONSIBILITY OF THE DEVELOPER TO HA VE SAID ACCESS RESTRICTIONS RECORDED, THAT THE OWNER IS RESPONSIBLE TO PROVIDE AND MAINTAIN TO IDENTIFY, AND ENSURE ENFORCEMENT OF THOSE DESIGNATED ACCESS. J. IN ACCORDANCE WITH CARLSBAD RESIDENTIAL AND FIRE CODES EFFECTIVE JANUARY 1, 2011, ALL RESIDENTIAL PROPERTIES REGARDLESS OF SIZE OR LOCATION NOT PERMITTED FOR CONSTRUCTION PRIOR TO JANUARY 1, 2011 SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. 4. THE CENTER OR THE FURTHEST MOST WALL OR PROJECTION OF THE DWELLING CANNOT EXCEED 150 FEET FROM THE "CENTER-LINE" OF THE NEAREST FIRE DEPARTMENT ACCESS. THIS DISTANCE IS MEASURED ALONG A PATH THAT SIMULATES THE ROUTE A FIREFIGHTER MAY TAKE TO ACCESS ALL PORTIONS OF THE EXTERIOR OF A STRUCTURE FROM THE NEAREST PUBLIC ROAD OF FIRE ACCESS ROAD. 5. PROJECT WILL BE REQUIRED TO INSTALL A ONE INCH (1") OR GREATER WATER SERVICE AND WATER METER. THIS IS TO ENSURE THAT THERE IS ADEQUATE WATER PROVIDED IN THE EVENT OF A FIRE SPRINKLER ACTIVATION DURING PERIODS OF OTHER USES AND/OR DEMANDS. E.G. IRRIGATION. LEGEND: 12"x 12" BROOKS BOX WITH PARKWAY DRAIN GRATE. RESTRICTOR PLATE TO LIMIT FLOW FROM V2 STORAGE AREA, 1.0" DRAIN DOWN HOLE 3" PVC STORM DRAIN PIPE @ 6.0' WIDE MEANDERING PCC SIDEWALK. SEE LANDSCAPE PLANS FOR COLOR/TEXTURE AND SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. @ OPEN SPACE EASEMENT (LIMITED BU/WING ZONE (11,546 SF} @ REMOVED EXISTING PCC SIDEWALK, CURB AND GUTTER FROM EASTERLY EDGE OF EXISTING DRIVEWAY TO PROJECT BOUNDARY. REPLACE WITH PCC SIDEWALK TRANSITION/NG FROM EASTERLY EDGE OF EXISTING DRIVEWAY TO SOUTHERLY EDGE OF PROPOSED DRIVEWAY (APPROX/MA TEL Y 31 LF OFF-SITE &: 12LF ONSITE) SEE SIDEWALK TRANSITION DETAIL BELOW * KEY LOT "¾;;;:;:2,..REMOVE 20±LF cGA,ULEY LANE cu"'f)GUTTER AND SIDEWALK TRANSITION DETAIL NOT TO SCALE hl-lA,tnc. land planning, ~I engineering, surveying TENTATIVE MAP ROBERT MILES PLAN SHEET 1833BUENA VISTA WAY CARLSBAD, CA 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 WO. 901-12~9-400 SHEET _1_ OF _j_ Ii II II I! II II I! 0 ~ 2 lil 2 c:: s: fil lJ TENTATIVE MAP FOR ROBERT MILES SUBDIVISION, CARLSBAD, CA ---~~---cot~----=-=~ -=-c_-cc --·--c,c---=cc-'~<=~~ /~ C' I \ ! i \ ~--"-=-=---=-~--7 --~~--~ ~:2_. --: __ ~~---~ --~~_:~~-----·----·---=:::-:---~ ~~~-::=,-:_;::::::_:...-;~ ~-=:::::.:::_-:--/----------------l -----. ··--c--\-----\--~--------==::::==:=:=--~...::::::~---~---~ _/ ~,-;:, ---~~~~~~~cs~~----~~~~~~ -=~-=:-:_--~-=--__ =_:s~l~~~~~~~~-~ ( _________ _:_ ------~~--~===-~-=----=-~-:=-__:::::::-~fa~ --.....::...-::::::.::::-._-..-~~-------~ ------' ----::::=:==-----~--+---=.-~~ -----==:::.-----===::-:---~---------------~--'-...._ -. "-"'•-.__"• ::---:::::::~ ~ -----.-------~:::-----~ =~-":=----~~______::.-~~ --:---__--.::15,-·--::.._---~=----------· ----------.. ------------------·-------~----:·""-._ '""--,·, ---... ..______ • --------~~~-.==.:-~--'··-----~------------=----..-::=:::::: ?=:_~~-22__~~~~-~~7------~~--: -----_-----.C: -_ ---0<2:::---'C>~~ ~",'?::-::: --=--------~------_:_:::::=--:--:-==---,------=c=-~~c~~~"-~~~-_:_------c;-- ----·-· \ \ \ I I ' \ I \ I ! - 40' 20' o' 40' 80' SCALE: 1" ~ 40' ------- 120' WORK TO BE DONE: 1. CLEAR TOP 1' OF CHLORDANE CONTAMINATED SOIL AND STOCKPILE ON SITE: 1.161 CY 2. EXCAVATE HOLE FOR CHLORDANE CONTAMINA TEO SOIL, STOCKPILE EXCAVATED MATERIAL ON SITE: 4 295 CY 3. PLACE 1, 161 CY OF CHLORDANE CONTAMINATED SOIL IN BOTTOM OF EXCAVATION {10. O' DEEP). 4. COMPLETE ON SITE GRADING FOR PROPOSED DESIGNED SITE WORK. TOTAL GRADED AREA: REMEDIAL GRADING: MATERIAL: 41.736 si-- 5.456 CY 1,161 CY ___ - APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.CT__J_'til!J PER CONDITION NO._b_ __ OF PLANNING COMMISSION RESOLUTION 1 NO_ JJ-Z8 ,_.1J-• 01JoL/zoU:, f2~ /--z1z~ LANNING /VISION DA TE ENGINEERING DIVISION DA TE REV. I I I DESCRIPTION PRIVATE IMPROVEMENT MAINTENANCE IMPROVEMENT RESPONSIBILITY PR/VAT[ STREET H.0.A. OPEN SPACE H.O.A. BASINS INOIVIOUAL OWNERS PR/VAT[ SEWER H.O.A. PR/VAT[ STORM DRAIN H.O.A. 60.00' PR/VA TE STREET EASEMENT w ~ CL z ~ 25.oo· 17.50' PVT. STREET 17.50' _J 10.00· ~ i------""~'-----+----'-'"""'----+----'-'"""'----b+'""'"""-i ~ _J Vi s: cS ~ (/) I I I DATE APPD RONALD - HOLLOWAY NO. 29271 C[VJ\, ---- SECTION 'A-A' SCALE: HORIZ: 1 • = 10' VERT: 1"=5' hliA,lnc. land planning, cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 CT 14-04/PUD 14-06 TENTATIVE MAP ROBERT MILES REMEDIAL GRADING EXHIBIT CHLORDANE REMOVAL & REPLACEMENT 1833BUENA VISTA WAY CARLSBAD, CA WO. 901-1289-400 SHEET _1__ OF 4 I I I ~- § 2 Gl 2 C: ~ ID m Jj CJ Jj ! 2 Gl 2 C ~ ~ Jj