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HomeMy WebLinkAboutCT 02-21; VILLAGES OF LA COSTA GREENS NEIGHBORHOOD 1.12; Tentative Map Exhibit~ .,l " .... .. '- ....... ? ~ Ill • ~ • :e 'l' Ill " \'!, ... "-"' ..... ' ' ~ ~ I "' <t Ill .. " l () <t .. .. \... .., ~ :!~ \J ~ TENTATIVE CARLSBAD TRACT MAP NO. CT 02-21 COSTA GREENS NEIGHBORHOOD 1. 12 SCALE.· 1 "=200' / J ll- J4 JJ 6 7 B '2 1J 14 PROJECT BOUNDARY T -"------- ---~ PROJECT MAP 50· 30' JO' I 20· 20· ) PORTION OF AMBER LANE PUBLIC STREET IMPROVEMENTS PER DWG. NO. 397-2 (BY OTHERS) SCALE: 1"=50' MEDIAN TO BE MAINTAINED BY HOA PER MASTER TENTA nVE MAP SEE STRffT $[CT/ON SHEET 2 FIRE HYDRANT LOCATION 20'R RIGHT-OF-WAY (TYPICAL) MASTER TENTATIVE MAP BOUNDARY STREET 1\1 -,;¥.''.!i'°~f~::::: LIGHT LOCA TIO~ t'.~~=""-== '..'JJ', .... ___ ·' . . LANDSCAPING (TYPICAL) CONCRETE SIDEWALK (TYPICAL) ZODIAC STREET AT AMBER LANE W'LY & N'LY R/W MIN. 6 13' 10·* i' _/ TYPICAL STRffT UGH T J0'/28'* 17' 18'* TYPICAL FIR[ HYDRANT 2% 60' 56'* J0'/28* ,1· 18'* CONCRETE CURB AND GUTTER (m;ICAL)\ 3.5• MIN f'LY & S'LY R/.W 13' 10·* J' 11, 5, ~(~ 4.5'* ~ CONCRETE ♦-'.t WALK (TYPICAL) '+ TYPICAL DRY UT/LI TY TRENCH (SDG&E, PHONE, CATV, ETC) 8" WATER MAIN A.C. PAVEMF;NT NOTE: TYPICAL DRY unuTY BOXES, VAULTS, ACCESS HANDHOLE, ETC 1. unUTY LOCATIONS AR[ TYPICAL UNLESS OTHERW!SE SHOWN ON PLAN PU8L/C LOCAL STREET STORM DRAIN 13' 8" SEWER MAIN ,0'/11' AND BASE (TYPICAL) * DENOTES 56' WIDE R.O. W. W! Tl/ 36' WIDE CURB TO CURB FOR CUL-DE-SAC, OR LOOP STRffTS (PER MASTER PLAN). SEE PROJECT MAP THIS SHEET. PORTIONS OF AMBER LANE AND ZODIAC STREET "LIVABLE STREET DESIGN" NTS STREET LIGHT LOCATION LANDSCAPING (TYPICAL) CONCRETE SIDEWALK (TYPICAL) SCALE: 1"=40' PROJECT BOUNDARY 20'R RIGHT-OF-WAY (TYPICAL) FIRE HYDRANT LOCATION CURB & GUTTER (TYPICAL) ZODIAC STREET AT PROJECT BOUNDARY SCAL[: 1"=40' I CITY OF SAN MARCOS LEGEND SUBDIVISION BOUNDARY LOT UN[ EXISTING LOT NUMBER PROPOSED LOT NUMBER WIT.H PAD £LE-VAT/ON EARTHEN SWALE TERRACE DRAIN ------ Lo-r 210 <ID P 736.6 CT 02-21 GENERAL NOTES 1. TOTAL GROSS SIT£ AREA: 28.2 ACRES 2. EXISTING LAND US£: VACANT -MASS GRADED (PER DRAWING 397-2A) 3. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL AND OPEN SPACE TOTAL MJMBER OF DWELLING UNITS: 36 4. 5. TOTAL NUMBER OF LOTS: 41 RESIDENTIAL LOTS: 36 OPEN SPACE LOTS: 5 (HOA LOTS) 6. ASSESSOR'S PARCEL NUMBER: 213-112-03 7. EXISTING GENERAL PLAN LAND US£ DESIGNATION: "<l \ I I ~\ "" 0 !AGO COSTA II PROJECT ~....,,. SIT/: BROW DITCH RIPRAP (ENERGY DISS/PATER) EASEMENT LINE 8. RLM (RESIDENTIAL LOW-M£DIUM DENSITY {0-4 du/ac/) PROPOSED GENERAL PLAN LAND USE DESIGNATION: RLM (RESIDENTIAL LOW-M£Dll/M DENSITY {0-4 du/ac/) 9. EXISTING ZONING: PC 10. MASTER PLAN UNDERLY/NG ZONING: R-1 (SINGLE rAMIL Y DETACHE:D) 0\ 0 \\ CITY OF ENCINITAS "~ ' VICINITY MAP BACKBONE: STFl£ET ACCESS AND IMPl?OV£MENTS PER DRAWING NO. 397-2 I "' '\ CARLSBA LEUCADIA NTS MASTER TENTA T/V£ MAP BOUNDARY LAPIS ROAD TITLE REPORT ITEM NO. SLOPE (2: 1 MAX) PROPOSEO % or GRADE EXISTING SEWER MAIN PROPOSED SEWER MAIN IQ ---.::::_~- ___ _l ___ _ 2% - 11. GROSS DENSITY: 1.3 DU/AC (36 DU'S/28.2 AC) 12. LFMP ZONE: ZONE 10 13. AVERAGE DAILY TRIPS: 360 (36 UNITS x 10 TRIPS/DAY) GENERAL DESIGN NOTES 1. ALL GRADING roR PROPOSED AND ruTURE STREETS SHALL CONrORM TO THE CITY OF CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY THE Cl TY £NG/NEER. (8" PVC UNLESS OTHERWISE NOTED) -•4----10 2. ALL EASEMENTS SHALL 8£ PROVIDED, REMOVED OR RELOCATED AS REQUIRED BY TH£ CITY ENGINEER, PUBLIC UTILITIES AND THEIR APPROPRIATE DISTRICTS. EXISTING WATER MAIN -----w-~-·-3. ALL PROPOSED UTILITIES SHALL 8£ INSTALLED UNDERGROUND. 4. SOURCE OF TOPOGRAPHY: SAN-LO AERIAL SURVEYS, FLOWN 5-2-2000 PROPOSED WATER MAIN W/ FIRE HYDRANT (B" PVC UNLESS OT.HERWISE NOTED) --w~-5. CONTOURED INTERVALS· 1 '/5' FEET · 6. MANUFACTURED SLOPE RATIOS SHALL 8£ VARIABLE (2: 1 MAX). EXISTING RECLAIMED WATER PROPOSED RECLAIMED WATER EXISTING STORM DRAIN SYSTEM PROPOSED STORM DRAIN SYSTEM A. INLET OR CATCH BASIN B. HEADWALL C. CLEANOUT RETAINING WALL EXISTING SPOT ELEVA T/ONS PROPOSED SPOT ELEVATION EXISTTNG CONTOURS PROPOSED CONTOURS EXISTING STREET LIGHT PROPOSED STREET LICHT BACKBONE STREETACCESS AND /MPROVfM[NTS PER DRAWING NO. 397-2 ---RW-- l C (255 5) 237.7 • RIP RAP 7. FINISHED GRADES AR£ APPROX/MAT£ ONLY AND Sl/BJECT TO CHANG£ AT FINAL DESIGN, CONSISTENT WITH THE CITY'S SUBSTANTIAL CONFORMANCE GU I DEL I N£S. 8. SOILS /NrORMATION WAS OBTAINED FROM THE PRELIMINARY SOILS REPORT PREPARED BY: GEOCON INC., DATED: MARCH 1999. 9. EXACT GRADING DESIGN AND BROWDITCH LOCATION AND SIZING SHALL 8£ DONE AT FINAL £NG/NEERING PER TH£ FINAL GRADING PLAN AND APPROVED HYDROLOGY REPORT. 10. GRADED SWALES SHALL HAVE A MINIMUM or 1% FLOW LIN£ GRADE . DRAINAGE OUTLETS THAT ARE INACCESSIBLE SHALL US£ A "D-41" OUTLET DISSIPATERS INSTEAD OF RIPRAP FIELDS. EXACT LOCATIONS TO BE DETERMINED AT FINAL £NG/NEERING. 11. ALL STREET DESIGNS, STREET LIGHT, AND FIRE HYDRANTS TO CONFORM TO CITY OF CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY CITY ENGINEER. 12. LANDSCAPING AND TREE PLANT I NG SHALL 8£ PER TH£ CARLSBAD LANDSCAPE MANUAL AND THE VILLAGES OF LA COSTA MASTER PLAN. (SEE MASTER LANDSCAPE PLAN FOR THE GREENS) 13. ALL STREET DESIGN SHALL CONFORM TO THE Cl TY or CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY TH£ CITY ENGINEER. tF=====r==~:;:::::.::::;;s::=~-=:::.=,1 14. CUL-DE-SAC CURB GRADES SHALL 8£ A MINIMUM OF 1%. "A __ p_·-1"'J7' 0 ,,. E' .. }:.. ii 15. THE SUBDIVIDER/DEVELOPER SHALL PROVIDE AND INSTALL APPROVED STREET . '\' 1 I L I GHT STANDARDS AND FIXTURES IN THE TYPE AND NUMBER APPROVED BY ' THE CITY OF CARLSBAD, TH£ Pl/BL IC WORKS D£PARTM£NT -TRAFFIC ·.• 'ffll!.i!ffiEM'l'llOVEDTI!NTAl!V!tl<f: ~'TR , SECTION AND PER TH£ CITY'S STREET LIGHT CONSTRUCTION STANDARDS. PLAN1'EllC01''PlTIONNO._" ,t-.t,O: -O'ITNG j STREET LIGHTS AS SHOWN ON THIS MAP ARE TO BE USED AS A GUIDE ONLY. t ._:c-8ACKBONE STREET ACCES!i' ~ s! AND IMPRO V£M£NTS PER '-' ~ DRAWING NO. 397-2D COl)l~~\!il lJTIONNU.j.~%..--jl 16. THIS TM ASSUMES CERTAIN BACKBONE.INrRASTRUCTURE IS EXISTING OR···~ 1 I ~~o~~Li~ ~i~o~~i:.tTf ,~~i:3A{h5~~7;;;f~T~: [1~ ~'J[, ~~tfiEER~1j ~,~""'7•j~ol' ROAD BETWEEN POINSETTIA LANE AND ALGA ROAD, PORTIONS OF LAPIS ROAD. ALGA ROAD "';~~~ LA COSTA VICINITY MAP NOTE.: BACKBONE IMPROVEMfN TS INCLUDE SER VICE FROM WA TER, SEWER, POWER, PHON£, CA TV, ETC. NTS EARTHWORK I GRADING QUANTITIES TOTAL PROJECT RAW CUT: 82,700 C. Y. RAW FILL: 82.700 C. Y. -< C, ~~ ~ ~ ✓ TOTAL GRADED AREA: 21.1 ACRES (3920 C. Y./AC.) (SEE EARTHWORK CUT/FILL QUANTITIES EXHIBIT) LEGAL DESCRIPTION LA COSTA VILLAGES 1. 12 (CT 99-03) BEING A SU3DIV/S/CX>/ or LOT 12 OF THE CITY OF CARLSBAD TRACT CT 99-03, LA COSTA GREENS IN TH£ Cl TY OF CARLSBAD, COI.J'iTY or SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 14543 FILED IN TH£ OFFICE OF THE SAN DIEGO COI.J'iTY RECORDER ON FEBRUARY 12, 2003. ~-SIGHT DISTANCE: TRIANGLE (2.5' MAX. HEIGHT OF ANY OBJECTS, VEGETATION, SLOPES, FENC[S & ETC.) .. _ .,-.. ". ,, . AND AMBER LAN£ AND OFFS/TE_ SEWER AND STORM DRAIN THROUGH CT 02-24.:, ·· ::::::c: .... :~.::::::::-:: · ' 17. A VERA GE SEWER GENERA'T I ON: ', 008 MGP _ '•· l' PUBLIC UTILITIES AND GAS AND ELECTRIC .......... ,,. TELEPHONE ................... . WATER ......•................. SEWER ..................... ,,, STORM ORA IN ................. . POL ICE ...................... _ SCHOOLS ..................... . CABLE ............ , .......... . ABBREVIATIONS FL FLOW L /NE 1£ TII' TOP OF WALL R/W BW BOTTOM OF WALL PL TF TOP OF FOOTING GB FS FINISH SURFACE Pl s SEWER p w WATER SF RW RECLA I Mf:D WATER NSF SD STORM DRAIN FP NTS NOT TO SCALE VG £LEV ELEVATION MH RCP SAN DIEGO GAS AND ELECTRIC COMPANY PACIFIC BELL TELEPHONE CARLSBAD MUNICIPAL WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT CI TY OF CARLSBAD CI TY OF CARLSBAD SAN MARCOS SCHOOL DISTRICT ADELPHIA INVERT ELEVATION RIGHT OF WAY PROPER TY L IN£ GRADE BREAK POINT OF INTERSECTION (V.C.) PAD ELEVATION GROSS SQ. FT. NET SQ. FT. FLOOD PLAIN VERT I CAL CURVE MANHOLE REINFORCED CONCRETE PIPE DRIVEWAYS SHALL COMPLY WITH CONSTRUCTION STANDARDS \ I "" _, ~ ~ \ '- PROPERTY LINE \ 2% ~ ~ I ~ ~I --------- 10' MIN. 2% ) TYPICAL LOT DRAINAGE AND LATERAL LOCATION DETAIL DRAINAGE AND SETBACKS PF:R CITY OF CARLSBAD STANDARD DRAWING NO. GS-15 NTS AVERAGE POTABLE WATER DEMAND: 14. 4 GPM, 57. 7 GPM PEAK WATER PRESSURE ZONE: 510 FI RE FLOW DEMAND:' 1750 GPM AT EACH FI RE HYDRANT (FOR QUANTITIES AND CALCULATIONS, SEE WATER REPORT "WATER SYSTEM ANALYSIS FOR LA COSTA GREENS" DA TED APRIL 11, 2003) ·" OWNER SUBDIVIDER REAL ESTATE COLLATERAL MGMT. co.' MORROW DEVELOPMENT 1903 WRIGHT PLACE SUITE 180 A DELAWARE CORPORATION 1903 WRIGHT PLACE SUI TE 180 CARLSBAD CA, 92008 (760) 929-2701 CARLSBAD CA, 92008 (760) 929-701 ~~ DAVID A. WATTS, VICE PRES/DENT RBUCKLE, PRES/OEN T OF MORROW DEV[LOPMENT AS AGENT FOR REAL ESTATE COLLATERAL MGMT. CO. DAVID A HAMMAR R.C.£. 34757 DATE MY REGISTRATION EXPIRES ON 9/30/03 PREPARED BY: NO. REVISIONS DATE BY PIJ\NNINC INONHRINC Sllt'IFIINC 1st SUBMITTAL HUNSAKER 2 2nd SUBMITTAL 3 3rd SUBMITTAL & ASSOCIATES 4 4th SUBMITTAL SAN DIECO. INC 5 5th SUBMITTAL -~----6 6th SUBMITTAL Sin lllego, Ca 92121 SUBMITTAL FDR PC HEARING l'H(858)55MSOO• FX(a58)558.1414 7 8 TENTATIVE MAP LA COSTA GREENS NEIGHBORHOOD 1.12 VILLAGES OF LA COSTA City Of Carlsbad, California 08/30/02 JHA 10/22/02 JHA 01/16/03 JHA 04/28/03 JHA 07 /15/03 JHA 08/28/03 JHA 09/10/03 JHA SHEET 1 OF 4 R,\0329\~Pln\Greens -PA 1.12 TM Sht l.ciwg[ 1991lSep-!0-200308•53 0, ,,. I "' ~ " a >: a ., ,{ ..... ~ ' .. l:l \, • • 'II:: ~ a, ~ • 'ti IC. i • ' ~ VI "' 'II .. ~ ~ : ✓ ~ " ~\\:) I . S'LY&W'LY R/W ,. -J' 13' MW HYDROLOGY NOTE: RUNOFF FROM THE NORTHERN PORTION OF NEIGHBORHOOD 1.12 K-1LL DRAIN TO A PROPOSED STORM DRAIN OUTLET LOCATED AT THE SOUTHW[ST CORNER OF NEIGHBORHOOD 1.10 {AT THE STREET "KK" CUL -OE-SAC). THIS RUNOFF DISCHARGES FROM THE STORM DRAIN TO THE UNNAMED TRIBUTARY OF SAN MARCOS CREEK, WHICH FLOWS IN A SOUTHERLY DIRECTION ALONG THE W[ST SIDE OF NEIGHBORHOOD 1.10. RUNOFF FROM NEIGHBORHOOD 1.09, NEIGHBORHOOD 1.10 ANO THE ADJACENT RESIDENTIAL DEVELOPMENT EAST OF LA COSTA GREENS PHASE 1 K-ill ALSO DRAIN TO THIS STORM DRAIN OUTLET LOCATION. RUNOFF UP TO THE 85th PERCENTILE STORM FROM THE NORTHERN PORTION OF NEIGHBORHOOD 1.12 K-ill BE DIVERTED TO A PROPOSED STORM WATER TREATMENT UNIT PRIOR TO DISCHARGE TO THE OPEN CHANNEL. THE PROPOSED VORTECHS MODEL PC 16x24 K-iLL BE LOCA TEO OFF-LINE FROM THE MAIN STORM DRAIN SYSTEM IN THE WCINITY OF THE STREET "KK" CUL-DE-SAC L {\ TYPICA STREET LIGHT .. 60' PUBLIC UTILITY EASEMENT JO' 17' 17' 30' N'LY & E'LY w R/ 13' 3'' MIN _§_ cc:~ ~,~ . ' f-TYPICAL CONCRETE CURB , AND GUTTfR\ FIR£ HYORANI (TYPICAL) 2% 2% ' •. -- 6~ 2% \l_t-'1-i ::: J i\ /; ~-r"-·i-,C·. I ~ ··1 ~ ·.·.· ., . . . L CONCR ETE (TYPICAL) WALK N'L Y & W'LY R/W 10' :!-• ,~~ 71 5' TYPICAL STREET LIGHT 74' PUBLIC UTILITY EASEMENT S'LY & ['LY R/W 39' 24' EXIT ONLY 12· 12' rRA ITT/7URN TFWfl/JURN TYPICAL FIR£ HYDRANT 2% I 35· "°-/ ----......,.,_~-. v""r '-0, CONG. CURB (/YP) \_NON-CONTIGUOUS T'rPICAL /Rf~CH CA TV, E '.,'"'""'-! (SDG&E, Pl/ONE TC.} I ' "' WATE~ MAiN--$-· $ RECLAIMED WATER TYPICAL ;;y unL11Y~/1 TRENC/1 (S.DC&F, P!ION[ CA TV, ETC ) WATER MAIN$ <., $RECLAIMED WAT[R S!DEW4LK (TYPICAi.} I DRY UTILITY - VAULTS, ACCESS I SfW[R MAIN BOXES, VAULTS, ACCESS SEl'lcR MAIN NOTE.· '" -. -~-·-·-i .. oi I .. -410-~ ~ H < ::, I 0 8 ,~ 0 I m< -I . - I ' I 0 00 ' TYP/CA BOXES, HAN/JH OLE, UC I ' _STORM~ DRAIN ~ NOit· TYPICAL DRY Ulll.lTY I HANDHOL[, ETC 4" AC PAV[Mrnr~ OWR 6" /!AS£ (TYPICAi.) sroRM 1. DRAIN !. UTILITY I OCA T/ONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLAN A.C PAVEMENT ' AND BASt (TYPICAL) __J 1 UT/LI Ir IOCA /IONS ARE TYPICAL UNI hS OTl1ERWISE ShOWN ON PLAN PORTION OF AMBER LANE PUBLIC LOCAL STREET IMPROVEMENTS PER DRAK-iNG NO 397-2 (BY OTHERS} NTS PORTION OF AMBER LANE PUBLIC LOCAL STREET WITH MEDIAN IMPROVEMENTS PER DRAK-iNG NO. 397-2 (BY OTHERS} MEDIAN TO BE MAINTAINED BY HOA NTS le -Si ,---t:I -----, 3! I j ~!S'-t"J oi! '· --~-., lo' ~ ' -c-~·~ ) ----"f"=~e. t' .L 1L ~ I ,, -, 0 -Z0[)JAE-S'I' - , I ' P ROPOSED CENTERLI N 0 ZODIACS REE ' - ' ' 1 00 12 . - CT 02-21 ; --. HYDROLOGY NOTE: . 'RUNOFF FROM THE SOUTHERN PORnON OF NEIGHBORHOOD 1.12 Mll DRAIN TO A PROPOSED STORM DRAIN OUTLET LOCATED NEAR THE INTERSECTION OF GOLDSTON[ ROAD ANO STREET "GG" IN I I I : NEIGHBORHOOD 1.14. THIS RUNOFF DISCHARGES INTO AN EXISTING 42-/NCH RCP IN TH[ ALGA ROAD ~ I STORM DRAIN SYSTEM. RUNOFF FROM NEIGHBORHOOD 1.13, NEIGHBORHOOD 1.14 AND TH[ ADJACENT I DEVELOPMENT £AST OF LA COSTA GREENS PHASE I Mll ALSO DRAIN TO THIS STORM DRAIN OUTLET .... ~ 'ti LOCA not;. < , " I ' "' RUNOFF UP TO THE 85th PERCENTILE STORM FROM THE SOUTHERN PORTION OF NEIGHBORHOOD 1.12 ,,_ ~ ...... ~,S, K-ill BE DIVERTED TO A PROPOSED STORM WATER TREATMENT UNIT PRIOR TO DISCHARGE TO THE E !:c r-,._ ~ EXISTING STORM DRAIN SYSTEM. THE.PROPOSED VORTECHS MODEL 9,000 WILL BE LOCATED OFF-LIN :o· .., -. FROM THE MAIN STORM DRAIN SYSTEM. NEAR THE INTERSECTION OF GOLDSTONE ROAD AND STREET ' ,-+1.8.0 2' ' ' "GG.". . , -S;O ~~; I j r I -I j I I I -"' -'8f' . _ STA -7-+fO. ~ ' 0 , ..... ,--I-11'1< El •~-:,,, ~ --~ ~ -~ ! ~ C'-. Ill GI• ,.., 75%, G2•,-J.~Oll[ I I 2 ' ·-SP££:-(TIGH1El} \ "'N1"> -, f ' --.....::..8.~ .; I ..... ~, 0 I> "' .. ~ ' . "' I"-. • ~ ' /' ......_ ~~ ' "' I ', -~ -,, ::> I i5i 0 .... ' --;'> -~f ,-...._ $ . i • I'-' ' i "' .. I --I ,,._ 8 ---' -:.. : J I I Ci I : "'~ .. ~ ~ .. -'il8 ..... LI: i ~ -,..__ -"' , -:l a"1j -~ !-,~,, r:!: ' ;--.. ( ,21:t;:a""' ~ ' Ir ' I t----,... I ' ' I -- I ~ I I ~ o, 3 0 4 00 15 .n 6 o, 7 00 18 00 I I I ' ' ' i I I ' I PROFILE: ZODIAC STREET HORIZ SCALE: l"-50', VERT SCALE: 1"-10' PREPARED BY: TENTATIVE MAP SHEET HUNSA KER LA COSTA GREENS 2 & ASSOC IATES SAN DIEGO, INC NEIGHBORHOOD 1.12 ~ OF ~ I "' PLANNING 10179 Huemekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)5S8-4500· FX(858)558-1414 VILLAGES OF LA COSTA "' ,,., "' 4 D ,: City Of Carlsbad, California D " R,\0329\&Pln\Greens -PA 11 2 TM Sht 2 dw g[ 0812JSep-10-200J,Q8,[5 ~ le, fl • -- I') ..... ?~ ., . • ~~ "'t:4. ._ "' l .i I( - "~ I t'( .. "' ~ "' :a, Ill 111 .... "It: 'II ..., ~ " ~~ I I I \ \ I \ \LOT \ TO BE \ ~ QUITCLAIMED/ 1 RELOCATED 1 CL 2' ESMT \ 0 \ - \ ' I I 0 / ;' I I I I I I I I I I I I , LOT 31 //.,. / /' / / I LOT AREA CALCULATIONS RESIDENTIAL LOT RESIDENTIAL LOT LOT# SQ. FT. LOT# SQ.FT. 1 13,069 19 15,907 2 12,831 20 14,041 3 15,369 21 12,380 4 13,406 22 14,569 5 23,679 23 14,227 6 15,460 24 24.493 7 11,103 25 19,636 8 11,032 26 15.821 9 11,032 27 27,127 10 11,008 28 16,164 11 11,079 29 11,039 12 11,327 30 11,150 13 11,548 31 17,778 14 11,760 32 11,868 15 13,418 33 12,368 16 12,185 34 14,220 17 11,275 35 25,520 18 11,128 36 23,379 TOTAL RESIDENTIAL 533,396 MAX 27,127 MIN 11,008 AVE~ 14,817 OPEN SPACE LOT LOT# SQ. FT. 37 33,212 38 218,903 39 105,662 40 114,268 41 19,917 ,u,~u::i. q,!1'.miz 58900 U-\ COST/-\ lvJEJ-\DO vVS U1\JJT J\j 0, J LOT I I I I ! I -:13-~ l I I I I I I I I / I II I I EASEMENT PLAN [X!STING CONDITION -PER CT 99-03 , I I I , I I I I ! I I I I I I ( l TO BE &Y\\' QUITCLAIMED/ ·1 \ RELOCA TE:D I \ I I LOT j.\p J\j PROJECT BOUNDARY 12 FOR CONTINUATION SEE SHEET NO. 2 LOT NOTE:: OFFS17E SEWER AND STORM DRAIN INFRASTRUCTURE: SHALL BE: DE:SIGNE:D, APPROVFD AND BONDE:D FOR TO 1HE SATISFACTION OF Tl/£ CITY £NG!N£fR, INCLUDING 1HE APPROPRIA 1F EASEMENTS, AND ALL WEA 1HER ACCESS ROADS, PRIOR TO THE RECORDA TION OF Tl/£ FINAL MAP. \ I OFFSITE 11 BACKBONE11 UTILITIES EXHIBIT SCALE: 1 '"=200' PREPARED BY: HUNSAKER CT 02-21 I ( NO. DEL TA/BEARING RADIUS LENGTH 2 TO BE QUITCLAIMED/ RELOCATED APPROVED I I mm rs TUE APPROV!lD bATM!MAPl!!!'ft! f'f:ilN JTilR COl-,,'DITTON NO. (e -OF PLA.'\INll'lG COl~~l~i:ESOUmOKNO, !a91C# , II ,lo~ g D•,rt. -D,a, EXISTING EASEMENTS 01 02 OJ 04 05 06 07 08 09 10 11 12 IJ 14 15 16 17 18 19 20 21 22 2J 24 25 26 27 28 29 JO JI J2 JJ J4 J5 J6 J7 J8 J9 40 41 42 N0'40'23"E N74"28'50"W N64 "OJ'2J"W NJ4"49'11~E 91"22'58" 58.00' N56"33'47"W N76"17"59"W NOJ"04'D2"E 78"J4'45" 70.00' N61"21'57'"W N49"54'J9"£ NJ7"58'4J"'W 07"11'40'" 2Jo.oo· NJ0'47'0/3"E N59"12"55"E N59"12'54"£ N.33"17'54 nE N14"20'22"W N69"JJ'04"W N20"17'46"W N62'45'47"W NBJ"17'4J"E N72"59"10"W N87"48'J5'"W N19"22'11"£ N44"28"J8"E: N41 ·oo'J0"W N80"32'34"W N6J"01'J9"£ 12J"JO'JJ'" 125.00' NJ2"59"18'"E: s2·1a'44" 195.00' N2J"07'JJ"E 37·19'50• 234.00' N14'12'17"W N11"J2'55'"E: N06'22'31 "W N12'57'02"W NJ7"59'58"W N43'42'50"W NOl"58'JO'"E N49'58'01 "£ THE FOLLOWING EASEMENTS AR[ FROM TH[ CITY or CARLSBAD TRACT MAP NUMBER 99-03 {THE LA COSTA VILLAGE GRffNS "A" MAP} PREPARED BY O'DAY CONSULTANTS. .. , .. -~ ,_' -'" ,·. , ' "" " SDG&E EASEMENT FDR O.H. ELECTRICAL POl([R. P[R DOCUMENT REC. 2/16/19?0 IN BK. 798, P. 241 TO BE QUI TCLA/M[D OR RELOCA TFD 88.18' 124.07' 84. 76' 48.0J' 92.50' 81.40' 60.4J' 1J. 11' 96.00' 12. 75' 6J.28' J2.51" 28.88' 9J.47' 60.00" 94.78' 6J.78" 85.60" 95.52' 62.46' 84.76' 75.45' 148.97' 58.87' 64.50' 9920' 52.IJ' 45.42' 43.31' 269.45' 4J.77' 178.04' IJ2.J2' 152.46' 118.04" 118.04" 26.53' 70.93' 158. 78' 145. 78' 81.54' 152.67' ffi ffi ffi /OD FOR PUBLIC ACCE:SS AND unurr EASEMENT PER MAP 1454J. TO BE QU/TCLAIM(O OR RELOCA TE:D. DANIELS CABLEVISION EASEMENT FOR O.H. LINES PER DOCUMENT REC._ 8/17/1982 AS F/P. 82-254573, 0.R. TO 8[ QUITCLAIMED ffi SDGlcE EASEM[NT F"OR 0. H. LINES PcR DOCUMENT REC. 4/16/1954 IN BK. 5 I 79, P. 433 TENTATIVE MAP LA COSTA GREENS SHEET 3 & ASSOCIATES NEIGHBORHOOD 1.12 OF SAN DIEGO, INC. PLANNING 1017(} Huemekem Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558..f500· FX(858)558-1414 VILLAGES OF LA COSTA 4 City Of Carlsbad, California "( \0'.329\&Pln"\Gr--eens 7 6 1.12 TM Sht 3.ciwg[ 081;;--> 1::;,,,p--10-2003:CS 13 "' .. ~ d "' d " - I C'( MASTER TENTATIVE MAP BOUNDARY 0 100 200 300 400 PROJECT BOUNDARY / ✓/ ----------________ _, PREPARED BY: PROJECT BOUNDARY HUNSAKER & ASSOCIATES SAN DIEGO. INC. CT 02-21 ' ' MASTER TENTATIVE~- MAP BOUNDARY 'f I I I I I ..; } I ! •;,tt. '/ ·?~r~,--·~, ,'• .-'.'-'t,,/ i' ' ,. ', ,: -'. ' --... "" ., ·--·- \ APPROVED TENTATIVE MAP/PLANNED DEV. PERMIT SIGHT DISTANCE/ TURNING RADIUS EXHIBIT LA COSTA GREENS NEIGHBORHOOD 1.12 \ \ --~· ,,, __ .. -,.. . .. , . SHEET 4 OF PLANNING 10179 Huennekem Street VILLAGES OF LA COSTA ENGINEERING San Diego, Ca 92121 4 SURVEYING PH(656)558-<500 · FX(658)558-1414 City Of Carlsbad, California R:\0329\&Pln\Greens -1-'i'i 1.12 TM Sht 4 ::>wg[ 0812JS2:::::-10-200J:JQ:16 "' .,. I ~ cj ,: cj ,.