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HomeMy WebLinkAboutPUD 01-05; CALAVERA HILLS VILLAGE K; Substantial ConformanceBOUNDARY DATA BOUNDARY DATA (NO) DELTA/BEARING RADIUS LENGTH (NO) DELTA/BEARING RADIUS 1 N 04'3.1'39" £ 29.99. 18 N 7J~9'59" W 2 b = 91'5.J'.29" 330.00· 563.81' 19 b = J-1~'00" 1051.00' J N 86~0'10" £ 18S.25' 20 N 71 '22'o/" £ -I b = 447i6'.22" 210.00' 211.11· 21 N 18'J/'59" W 5 N M'2J'28" W 114.59• 22 N 71'22'or £ 6 b = J6".J6'.22" JJ0.00' 21a85· 2J N 18'J8'(}/ W 7 N 85VO'OO" W J-11.88. 2-1 b -15V/'5/ J00.00 8 b = 2T51'21" 210.00' 1J1.50' 25 N 7975"12" £ !} N 57V5:Jg-W 167.62. 26 N 8175.19 W 10 b = 9277'J9" 25.00' W.27' 27 N OJ'59 '55-£ 11 b = 01'57'2J" 1J!J/J. 00' 47.77' 12 N 52'50'.Jl" Jfff,_ /J.68. 28 N 80'J5'19" W 29 N 21V5'46 W 1J N 38'22•40• £ 169.61' JO b =128'59'50" saoo' 1-1 N 51 'J7'20-W 1aoo· JI N 72V5'56" W 15 N 38'22'40" £ 528.92' J2 b = 79'52'42" saoo' 16 b = 18V!J'JlJ" 1051.00· JJJ.1J' JJ b = 05'21'41" 2000.00' 17 b = 85'56'59" 25.00' Jl.50 EASEMENTS: [I], 11l• IZI 111 A PIP£l/N£ EASEMENT IN FA 1-tW OF ClrlltO REC. JAN. .9, 1967 AS flt.£ No. 2640 OF OFFICIAL RECORDS. AN /JND£RGROl/NO ELECTRIC FACIIJll£S £AS£MENT IN FA 1-tW OF S/JGM REC. JIJl Y 16, 1998 AS RLE No. 1998-04-f/95/ OF OFFICIAL RECORDS. A STOW DRAIN £AS£AfENT IN FA 1-tW OF TH£ CITY OF CARLSBAD REC. SEPT. 2J, 1986 AS RLE No. 86--f20847 OF OFFICIAL RECORDS. A DRAINAGE EASEAfENT IN FA IOI' OF CNHO REC. JAN. .9, 1967 AS flt.£ No. 2638. A P//BllC STREET EASEMENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC. SEPT. 2J, 1986 AS RL£ No. 86--1208"8 OF OFFICIAL RECORDS. A P//BllC STREET EASEMENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC. MAY 2.9, 1987 AS flt.£ No. 87-299178 OF OFFICIAi. RECORDS. A SI.OP£ EASEMENT IN FAIO\' OF TH£ CITY OF CARLSBAD REC. fF8. 26, 1986 AS flt.£ No. 86-075425 OF OFFICIAi. RECORDS. A P//BllC STREET £ASEJ.1£NT IN FA IOI' OF TH£ CITY OF CARLSBAD REC. fF8. 26, 1986 AS flt.£ No. 86-07542,f. OF OFFICIAL RECORDS. A ST'ORl,I DRAIN £AS£MENT IN FA 1-tW OF TH£ CITY OF CARLSBAD REC. fF8. 26, 1986 AS flt.£ No. 86-07542J OF OFFICIAL RECORDS. A DRAINAGE EASEMENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC. UA Y .9, 1991 AS flt.£ No. 91-0218597 OF OFFICIAL RECORDS. A P//Bl/C STREET £AS£AfENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC. fF8. I.J, 1984 AS RL£ No. 8-1-05.J/18 OF OFFICIAL RECORDS. A PIPEl.lNE £AS£UENT IN FA IOI' OF COSTA HEAL 11/JN/C/PAL WATER DISTRICT REC. NOV. 2J, 1982 AS flt.£ No. 82-J62089 OF OFRCIAL /?£CORDS. A PIPEllNE £AS£M£NT IN FA IOI' OF CIIHO REC. JAN. .9, 1967 AS flt.£ No. 2641 ANO RL£ No. 26,f.J OF OFFICIAL RECORDS. A WATER PIPEllNE EASEMENT IN FA IOI' OF CIIHO REC. JAN. .9, 1967 AS Rl£ No. 26J9 OF OFFICIAL RECORDS. A PIPEllNE £AS£UENT IN FA IOI' OF COSTA REAL 11/JN/C/PAJ. WATER DISTRICT HEC. JAN. 2~ 1980 AS RLE No. 80-029J82 OF OFFICIAL RECORDS. A PIPEI.IN£ £AS£M£NT IN FA IOI' OF COSTA REAL U/JNIC/PAJ. WATER DISTRICT REC. NOV. 2J, 1982 AS flt.£ No. 82-J62090 OF OFRCIAL RECORDS. All EASEMENTS llfTHIN PUBLIC STREET SELF TERAIINA T£ AN EASEMENT FOR CADI.£ 1El.£VISION IN FA IOI' OF DANIELS CA81.£VISION, INC. REC. SEP. 26, 1990 AS flt.£ No. (l()-526046 OF OFF/CIAL RECORDS. TH£ ROUTE OR lOCA llON CANNOT 8£ 0£1ERJ,IIN£f) FR0/,1 SAID INSTRIJl,l£NT. AN /JNIJ£J?GROIJNO ELECTRIC FAC/lll/£S £AS£AfENT IN FA IOI' OF SOGM REC. UA Y 7, 1999 AS RL£ No. /999-031J995 OF OFRC/AL RECORDS. TH£ ROUTE OR LOCA llON CANNOT 8£ 0£lERAIIN£0 FR0/,1 SAID /NSTRl)/,(£NT. AN IJNlJEf?GRO/JNO ELECTRIC FAC/llll£S EASEMENT IN FA IOI' OF S/JGM REC. UA Y 7, 1999 AS flt.£ No. 1999-0JIJ996 OF OFRC/AL RECORDS. TH£ ROIJTE OR lOCA llON CANNOT 8£ 0£1ERAIIN£0 fROl,I SAID INSTRI.JM£NT. A DRAINAGE £AS£AfENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC. .A/LY 7, 1986 AS flt.£ NQ 86-J0/401 OF OFFICIAL RECORDS. • £A50./£NT l'O 8£ VACAlEl} CITY OF OCEANSIN SITE i .. NOT TO SCALE !~ ' CITY OF :::.---\~ SAN MARCOS CITY OF ENCINITAS VICINITY NO SCALE MAP ) •-' I .Ii. _ _;: LENGTH 82.50' 638.35. 158.9J' 51.00 666.74. 688.75. 18.11' 611.79' 17.00 507.85' 92.15' 4#.98. 112.57' 88.79' 69.71' 187.21' MAP TO ILLUSTRATE REMAIN.DER PARCEL SCALE:/"= 1000' UNIT SUMMARY: I/NIT TYPE I I/NIT TYPE IZ I/NIT TYPE 2 I/NIT TYPE J l'OTAL II 15 29 29 84 GENERAL NOTES: 0 200 400 SCALE 1' = 200' 4 NOTE!! 600 \ \ I \ ELECTRONIC OA TA RL[S ARE FOR RfHR[NC[ ONl Y ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL OR m?llCAL SUR'ff:Y CONTROL As.ll:S:Sll'i''.5' PARCEL NO.s ................................... 167-101-28, 168-041-0J, 168-041-06, 168-041-10, 168-041-07 EXISTING ZONING .............................................. "Jii::J1.lj'f!fs//fi;)S MASTER PLAN PROPOS£0 ZONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . NO CHANGE EXISTING GENERAL PLAN 0£5/CNA 710N . . ... ... ... .... .. . . .. ... . RU (PER CALA 1£.'i'A HILLS UASTET? Pl.AN AutN!JMENT UP-150(H}} Pf«JPOSEO t;ENERAL PLAN 0£SIGNA 710N . .. .... ... ... ... .... ... . NO CHANG£ £ARlHMJRI( ......................................................... {SEE GRADING ANAi. YSIS} SCHOCK. DISTRICT ................................................ CARLSBAD tJN/Ff£[) SCHOOi. DISTRICT WA Tm DISTRICT .................................................. CARLSBAD AIIJNICIPAL WA Tm DISTRICT SE/£R DISTRICT .................................................. CITY OF CARLSBAD A mi'AGl: DAil Y TRAmc ....• •··· •..............................•..•. 84() l'OTAL ACRES ...................................................... 51.08 NET N',CLOPABIE ACRES ........................................... 16.95 RESIO£NllAL LOTS ............................................... 84 RECREA llONAJ. LOTS . ............. .......... ... .................... J PARKING SUMMARY: HOM£OWN£RS ASSOCIATION LOTS ................................. J OPEN SPACE LOTS . .............................................. 2 l'OTAL NU118£1? CT LOTS ............................................ 92 NllM8£R OF LIN/TS ............................................. 8-f OENS/TY .............................................................. 5.0 Ol/,'11£T ACR£ REQIJIR£0 PARKING: 2 x 8-1 OIi = 168 VISITOR: 5+ B1 '3/ -IQ =24 · l'OTAL: 192 TVPOGRAPHIC SOI/RCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAN-LO AERIAL Sllli'lflS' DA TEO: JANUARY 11. 1999 ANO GRADING PLAN 0/IG J90-9A PROPOSED 200 6-1 IO .,, 61 ~ /JI 12 4$ 58 "! Ill 51 2' 211 I KEY MAP SCALE: I " = 200' OWNER/DEVELOPER: CAI.A IE'RA Hll.LS II, lLC A CALIFORNIA Lll,f/1E{) l/AB/l/TY COIIPANY 2727 HOOIE'R A~ NA llONAL CITY, CA 91950 (619) .JJ6-J7J5 BY: Mc/,1/ll/N COit/PAN/ES, llC A OElAWARE l/Ml1E{} LIA8/l/TY COIIPANY ITS: 1,/, ITS: BY: __________ _ ITS: __________ _ SEWER/WATER: ' 7LLAC£ 19 P£AI( POTABLE WATER /J£1,/ANO = 1,500 GP/,f OIJT OF EACH FIRE HYDRANT A 1£'i'AG£ POTADI.£ WATER OElrlAND = 26.25 GP/,f PEAi( IRRIGA!/ON WATER DEMAND= 157 GP/,f A 1£'i'AG£ S£#FR f;£N£RA llON = .0185 UGIJ GRADING ANALYSIS: CI/T: Jf,000 C. r. flt.L: Jr, 000 CY IMPORT: 0 C. r. NOT£· 1. THESE QIJANllll£S 00 NOT /Na/JO£ SHRINKAGE OR EXPANSION OR R£/.(£J)/AL GRADING QIJANllllES. FLOOD ZONE .DESIGNATION ZONE X -O/JTS/0£ 500 IE'AR fl.ODO PLAIN (SEE fl.ODO INSll!i'ANCE RA TE MAP, C(}l,(l,(/JNI TY-PANEL NWBER 060285 0766F DA 1E{) .AJN£ 1.9, 1997} C ----<-..... ' ' ' '---, ' I ..... ..... ..... ..... ..... ..... ..... ..... .... I I ..... '1 11 I I I I I I I I I I I I / ;-REAMAINDER PARCEl: I I I I / I r I I ~r "' ? ( ~ " ~jt j \ \ \ LOT LINE ~ ~,. /%~ MIN MW~\ ~1~ "' l I L ! "' ~ ~1! ? , ) >.. ii ~ ~ I//"" / •. _. . ·7 -. : l_ l) r L S, OTLINE SIDEWALK WHERE HOWN ON PLAN \__ CURB &-GUTTER TYPICAL LOT .DRAINAGE .DETAIL NO SCALE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMFNT LOCATION: CFNTERLINE OF El CAMINO REAL AT ENGINFER's STA llON 454+92 PER RS !800-1 RECORD FROM: COUNTY BENCH LEVFLS (NO COUNTY VFRT. CONTROL DA TA) ELEVATION: 68.479 OATUM: IJ.S.C. &-GS. SH££T 1 OF 4 SH££TS P. U.D. 01-05 ~O!>'f~T\AL,, ~I"'~ f-'>'HIOti" FOR CALAVERA VILLAGE HILLS '](' PU.0. LEGEND: S/180/VISION BOIJNOARY ........................................................ . ---------- PROPOSBJ l OT LIN£ .........................•................................... MA 7CH/JN£ ........................................................................ . ------------- LOT NUll8ER ..................................................................... . UNIT TYPE @ PROPOSBJ PAO £LEVA llON .........•.................•......................... 126.1 EXISTING CONTOURS ........................................................... . ----P60-- EXISTING WATER UAIN ........................................................... ----Ht -- EXISTING S£#FR UAIN .t A.H. . ...... ... ....... ... ............................. ------&--- EXISTING SEIIER FORCE UAIN .t A.H. .........•.............................. ---"1-------FM- EXISllNG STOW DRAIN ......................................................... ----SD-- EXISTING FIRE H'l'ORANT ....................................................... . £XIS11NG S TRE£T LICHT ........................................................ . f'ROPOS£1) HANDICAP RAMP ................................................... . PROPOSED ORIIE'WAY APPROACH ............................................. . j l f'ROPOS£1) CONCRETE CROSS-Gl/TlER ....................................... . ~· ............ , .. ,L PROPOsm RETAINING WALL (EXPOsm HBGHT SHOWN). ................. . • f}tff'lt_,~/rf5ul2: 1 MAX) .................................................. . PROPOS£D WA TER UAIN ....................................................... . ------w------ PROPOS£O FIRE HYDRANT ..........•................................•......... -I PROPOS£D SE/£R MAIN ,t A.H. ..................................•........... PROPOSED STOW DRAIN .t C.Q .............................................. •-•--•-• PRa'OSF:D CllR8 INLET.......................................................... •n-m..,_,..-... _. PROPOSED STREET LIGHT. . . .. ... ... ... .... ... ... .•. .... ... ..• .. . . . . . . . . . . . . . . . . -l:I SI.OP£ SETBACK COUPl.lANCE LIN£ .......................................... . REAR YARD RECREA TlON AREA MP-15o{H) SECllON V/11(8)(2)(/) LEGAL .DESCRIPTION: REvlSEO: OCTOBER I, 2002 REvlSFO: AUGUST I, 2002 REvlSEO: JULY 22, 2002 REvlSFO: APRIL I, 2002 -----------__ ,-- s . J; REvlSFO: MARCH ~. 2002 DATE OF PREPARATION: JANUARY 21, 2000 SH££T f or 4 SH££TS DESIGNED BY: ~T.=K. __ DATE: ('IAIIGH zoo, HUNSAKER DRAWN BY: J.D. SCALE; AS SHOWN & ASSOCIATES PROJECT MGR.· R.M. JOB NO.: 1941-54 SAN DIEGO, INC ENGINEER OF WORK PLANNING 10179 Huemekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX{858}558-1414 ~DATE:7 t •J R,\0370\&Pln\0370TM01,dwgC 1275JMor-19-20031!6,54 MASTER PIAN COMPLIANCE TABLE LOT NET BUILDING BLDG SIDEYARD SIDEYARD LOT# PAD PLNI STORll!S HEK3HT SETBACKS SETB.OCKS S121! ' AREA HEIGHT' (OLD) LEFT RIGHT 1 6692 6,454 3A 2S 24' B 1/2" 24' 3 7/8' 6.6 60 2 6,511 5,448 3AR 2S 24' 8 1/2" 2:r 91/2" 5.9 12.1 3 8,426 6,961 1ZA ss 22'2" 21' 1" 6.1 14.9 4 8,068 6,868 2BR 2S 26' 111/2" 24' 3 7/8' 6.8 15.1 5 62B1 6220 3AR 2S 24' B 1/2" 2:r 91/2" 5.0 11.0 6 5936 5,181 3BR 2S 24' 81/2" 16'4" 6.0 14.0 7 5,168 5113 1ZCR ss 22'2" 23' 91/2" 8.3 7.5 B 4,734 4,688 2AR 2S 26' 111/2" 21' 1" 5.0 6.0 9 4629 4,565 2AR 2S 26' 111/2" 24' 3 7/8' 6.1 5.3 10 4905 4,834 3C 2S 24' 8 1/2" 2:r 9 1/2" 5.1 7.4 11 4,303 4,250 2AR 25 25' 111/2" 24' 3 7/8' 5.0 8.0 12 4,527 4474 2B 25 W 111/2" 16'4" 5.0 8.0 13 4,251 4197 2CR 2S 25' 111/X' 24' 3 7/8' 5.0 8.0 14 4,355 4303 2AR 2S 26' 111/X' 24' 3 7/8' 5.0 6.0 15 4,847 4,796 12B ss 22'2" 21' 1" 5.0 5.5 16 5130 5,075 2AR 2S 25' 11 1/2" 23' 91/2" 8.8 6.3 17 4521 4,181 2C 2S 26' 11 1/2" 24' 3 718' 7.5 6.5 18 4573 4,232 2AR 2S 25' 11 1/2" 24' 3 7/8' 7.5 6.5 19 4,826 4,373 2C 2S 25' 111/2" 23' 91/2" 9.0 50 20 5,148 4,720 'lA 2S 25' 11 1/2" 2:r 91/2" 7.9 5.6 21 5490 5,050 2B 2S 25' 11 1/2" 24' 3 718' 8.3 7.1 22 5,279 5190 3A 2S 24' 81/2" 23' 91/2" 5.0 5.2 23 4803 4,803 3B 2S 24' 8 1/2" 23' 9 1/2" 8,6 5.0 24 4623 4527 1ZAR ss 2Z2" 21' 1" 9.0 5.0 25 4535 4535 2BR 2S 25' 11 1/2" 24' 3 7/8' 8.8 5.2 26 4 774 4,774 3A 2S 24' 61/2~ 23' 91/2" 7,9 5.3 27 4,621 4,621 'lA 2S 25' 111/X' 24' 3 7/8' 10.3 5.0 28 4,471 4,471 3B 2S 24' 81/2" W 91/2" 9.5 5.0 29 4,596 4,596 2B 2S 25' 111/2'' 24' 3 7/8' 9.7 5.3 30 5,120 5120 12B ss 22' 2'' 23' 91/2" 9.5 6,0 31 5267 4,962 1AR ss 17'11Y' 16' 4'' 9.4 5.2 32 5583 5,563 3B 2S 24' B 1/2" 23' 91/2" 20.0 5.0 33 4,597 4,597 1B ss 17'10" 16' 4'' 8.0 5.0 34 4,762 4,762 'lA 2S 25' 11 1/2" 24' 3 7/8' 5.0 5.8 35 4,947 4,~7 2C 2S 25' 11112" 23' 9112· 5.2 60 36 5776 5,778 3AR 2S 24' B 112• 21' 1'' 7.6 5.5 37 4,482 4,482 2B 2S 25' 11112" 24' 3 7/8' 5.7 5.3 38 4,248 4249 3C 2S 24' 8 1/2" 24' 3 7/8' 50 5.0 39 5879 4539 1ZA ss 22' 2'' 23' 91/2" 5.0 16.4 40 7025 4,718 2BR 2S 25' 11112'' 23' 9 1/2" 10.0 9,5 41 6,005 5,020 1ZAR ss 22.' 2" 21' 1" 18.2 6.3 42 5,399 4597 1BR ss 17'11Y' 23' 91/2" 5.0 9.0 ,. = Greater setback total with new plan where the change from the final map exceeds 10% •• = Reduced setback total with new plan where the change fran the final map exceeds 10% TOTAL 2 STORY ARCH. IIIN. SIDEYARD ELEMENTS SIDE PRIVATI!: BULDING % NET PAD PORCH/ SETB.OCKS BYSIDE' REC.AREA' COVERAGE COVERAGE COURTYARD 11.5 * NO 18x18 1937 30% NO 18.0 NO 18x18 1,937 36% NO 21.0 NO 15x18 1.941 28% YES 21.9 YES !20.1' Rl 18x18 1853 24% YES 16.0 YES (20.1' Ll 18x18 1 937 31% NO 20.0 NO 18x18 1.925 37% NO 13.8 NO 15X18 1,941 3B% YES 10.0 YES (15.'Rl 18x18 1 689 36% YES 11.4 * YES 115.B' Ll 18x1B 1,689 37% NO 12.5 YES 112.5' Rl 18x18 1 937 40% NO 13.0 YES (12.9'R, 12.S'L 18x1,8 1,689 40% YES 13.0 YES (12.9'R 12.9'L 18x18 1,653 37% YES 13.0 YES (129'R 12.9'L 18x1,8 1,671 40% YES 10.0 YES !12!1Ll 18x18 1689 39% YES 10.5 NO 15x1,8 1.941 40% YES 15.1 YES !15.9'R l 18x1•8 1689 33% NO 14.0 YES 114.IYR 13.8'L 18x1,8 1 671 40% YES 14.0 YES 15.5'R 14.IYL 18x1,8 1,889 40% YES 14.0 YES 128'R 13.!IL 18x18 1,671 38% YES 13.5 YES 15.4'R, 12.8'L 18x1.8 1,689 38% YES 15.4 • YES r15.4'Ll 18x1•8 1,653 33% YES 10.2'"'* NO 18x1'8 1 937 37% NO 13.6 NO 18x1.8 1 925 40% NO 14.0 NO 15x1,8 1,941 43% YES 14.0 NO 18x1,8 1,653 38% YES 13.2 YES(16.5' R 18x18 1 937 41% NO 15.3 YES 116.5' L 18x18 1 689 37% YES 14.5 YES 114.7' R 18x18 1.925 43% NO 15.0 YES (14.7' L 18x18 1 653 38% YES 15_5• NO 15x18 1,941 38% YES 14.6 NO 16x1fi ----2,077 42% YES 25.0 NO 18x1,8 1 925 35% NO 13.0 NO 15x15 2077 45% YES 10.B YES 112:fRl 18x18 1 889 35% YES 11.2 * YES 114.5'R, 12.lrL 18x1•8 1,671 34% YES 13.1 • YES (14.SL) 18x18 1 937 34% NO 11.0 • NO 18x18 1 653 37% YES 10.0 NO 16x18 1 937 48% NO 21_4-u NO 15x18 1,941 43% YES 19.5 NO 18x18 1653 35% YES 24.5 NO 15x18 1 941 39% YES 14.0 NO 15x15 2,077 45% YES NOTF: A IRAIZ" F'HfNT YARO SETfJACK • 1./..8' IJNITS lllTH ~ a, CO/IRTYAROS • 55 (65.5%) /iE(llllR£l} PR0lf0£1} X I/NITS MIN. I/MT 12.5' TOTAL TYP£ XITMIX-XITMIX6 S,/)' SETBACK' 1(SS} TJX ,oox MIN 25X 1Z 11X 81X 2 MIN 25X J5X 79X J MIN 25X .J5X 76X TOTAL IOOX 100X lJ5X (lJOX RBJ'O) A/ASTER Pl.AN SEC~: 111111{8}{2}{0) 'wt(B)(2}{/) 111111{8}{2}{c} 'wt(B)(2}{b,l Wll{B)(2){a) 'i,fu(B)(2}{f}{J) 'l-m(B)(2}{1}(2) G(JT7£f/ CVNB WALK--...:.· t 1J' II! 0.5 14' ·' ~ 5' 0.5' PEI). RAMP PEI). RAMP ·., . ·. 5.5' 10' SIDEWALK DETAILS NO SCA/.£ ZONEB-1 .Mal'YM!I I.AMJSCAl'YNG WITH /:wt Y FIRE IIESISTANT PlANTS. 6' TAl.l. NOl-tolltJ/JSTBIE 1/W./. (J' OF 81./JCK I: J' OF TEIIP£1l£lJ GLASS PANEIS} WITH SPmAl FIRE /WQTECTION $P/?/NKIEI/ S>S!EM. I ZQNCB-2 fl)(JK "811:11141. OF Al.I. H/Qf RJ£l. Kll/AE 51'£1:7£5; 111TH TH£ EXaPTION OF IJIJCKW/l£AT ANO S4l WA SPEC/£S (SA6l;I MflCII twl Y 50X OF THESE TIKJ PWIT SP£Cl£S ANO eo, OF TH£ IIOOEl1A IE RJ£l. IQ'./AE SPECIES #II.I. BE l/£TAIIIEO. -NO NA TM SI/Rf/f1S TAI./.EH THAN J6 INQl£S Ill HEIGHT AR£ AJ.1.0IIET} IN THIS ,ll;Mf; -ANNUAi. HANO PfillNIN(; 0//T OF Al.I. O£AO A/A lElliAI. Ff«JII TH£ HETAIIIED IKXJ£/IAIE OIi H/Qf RJ£l. Kl'.UN£ SPECIES. -ONI.Y t:IIA.S:23' Al.I.OE ARE AP/ll'Oifl) t.4111£ /!HASSE$ ANO THEY #II.I. BE JIAJNTAIIIE1J 17) A -I-INCH S1/JfJ8l£ HEIGHT. PLANTING ANJJ FUEL MODIFICATION CRITERIA NO SCALE !iJll£;, FlJfl. AIOOlf1CA llON CNITENIA P£N N£POl?T BY FINEWISE 2000. INC. APP/?01£0 BY CITY OF CARLSBAD FlRE OEPAN'fl,fENT. ENHANCED BALCONY ~ REAR ELEVATION OPT NO OPT NO NO NO NO NO OPT NO NO NO NO NO OPT NO OPT NO NO NO OPT NO NO NO OPT NO OPT NO NO NO OPT NO OPT YES OPT YES OPT YES OPT YES NO YES OPT YES NO YES NO YES NO YES OPT YES OPT YES NO YES NO YES NO YES NO YES NO NO NO NO OPT NO OPT NO OPT NO NO NO NO NO NO NO NO NO NO NO NO NO ZONEQ-J · JO' 1(/fJJf --l'F Al.I. H/Q/ RJ£l. ~l/AE SP£r:l£S, 111TH l1f£ EXaPTION OF BUCl(IIH£AT ANO SAL WA SP£CJES (SA!ilf) IIHICH ONLY 60# OF THESE 111!} PL4NT SP£Cl£S ANO 7/JI OF TH£ JIOfXJIAIE F1IE1. Kl/AE SP£r:J£S 11111 BE NETAJNElJ. -ALL JIOfXJIA IE RIEL IQ'./AE SIIIII/B SP£Cl£S ARE ro 8£ IIAJNfAIIIEJ) 17) .J6-INCHES IN HEIGHT, DICEPT f1III A FEW SCATTEIIEO t.4111£ FIRE RCS/STANT {LOW AHO IIOIJ£RA1F} IJSTED IHEES ANO SHf//J/JS. -EACH TllfC/SIIIIIIB llllL 8£ Pf/UHEI)(TAJ.LO£AO MATERIAL -EACH //£TAINE]) F1IIE: IIESISTANT NATI/£ 1/lfC JIIIST BE IJJIBEO /JP fll(M TH£ CliOI/NO 17) A HEIGHT OF .JK TH£ HEJ(JHT OF TH£ /JNOEllSTOIIY RIEL 68). -/:wt Y t:IIASSES AllOIIElJ All£ AP/ll'OW NA 111£ t:IIA.S:23' ANO THEY #Ill BE IIAINWNOJ l7J A ~INCi/ Slll8Ell£ 1/EJQ/T. MASTER PIAN COMPLIANCE TABLE NET BLDG SIDEYARD stDEYARD TOTAL 2 STORY ARCH. MIN. LOT BULDING BUILDING LOT• PAD PLNI STORIES HEIGHT SETBACKS SETBN::KS SIDEYARD ELEMENTS SIDE PRIVATE SIZE ' AREA HEIGHT 2 (OLD) LEFT RIGHT SETBACKS BY SIDE' REC.AREA' COVERAGE 43 5997 4820 3CR 2S 24' 81/2" 24' 3 7/8' 5.0 79 12.9 44 10,074 5844 3AR 2S 24' 8 112" 16'4" 5.2 8.0 13.2 45 8892 4,984 2BR 2S 26' 11 112'' 24' 3 718' 6.1 10.3 16.4 46 7 351 4441 2AR 2S 26' 11112'' 23' 9 112'' 5.0 10.0 15.0 47 7472 4,488 1ZXR ss 22' 2" 21' 1" 5.0 10.0 15.0 48 8288 4,807 3BR 2S 24' 81/2" 23' 91/2" 5.0 10.0 15.0 49 9066 5,309 1C ss 17'10" 16'4" 6.0 8.8 16.8 50 8401 4087 12B ss 22' 2'' 21' 1" 5.0 12.0 17.0 51 8198 4,843 3C 2S 24' 8 1/2" 23" 9 1/2" 5.0 22.6 27.6 52 4 726 4,329 2B 2S 25'11" 21' 1" 5.0 9.8 14.8 53 5377 5,377 12B ss 22'2" 16' 4" 5.0 18.3 23.3 54 5587 5,587 3C 25 24' 81/2" 23' 9 112'' 9.7 5.0 14.7 55 5,231 5,231 1ZX ss 22'2" 21' 1" 10.0 5.0 15.0 56 5262 5,262 3AR 2S 24' 81/2" 23' 9112'' 6.5 5.0 13.5 •• 57 4626 4,826 2BR 2S 26' 11 112'' 24' 3 7/IS 9.7 5.3 15.0 58 4610 4,014 3AR 2$ 24' 8112" 23' 9 1/2'' 12.6 5.4 180 59 4556 4,012 2A 2S 26' 111/2" 24' 3 7/8' 11.4 5.5 16.9 60 6343 4,658 2B 2S 25' 11 112'' 21' 1" 6.4 24.3 30.7 61 9,294 5,539 1AR ss 17'10" 16'4" 15.7 10.3 26.0 62 7 315 4,797 3BR 2S 24' 8 1/2" 23' 9 112" 5.0 9.0 14.0 63 6,557 4,896 2B 2S 26' 11112" 24' 3 7/8' 5.8 8.6 14.4 84 6112 4947 3CR 25 24' 81/2" 23' 91/X' 5.0 10.9 15.9 85 5365 5,033 1AR ss 17'10" 24' 3 7/8' 5.8 7.5 13.3 66 5276 4,899 3BR 2S 24' 8112" 23' 9 112'' 5.0 9.0 14.0 67 5066 4,791 1CR ss 17' 10" 24' 3 7/IS 5.0 9.0 14.0 88 5559 5,559 1A ss 17'10" 16' 4" 6.0 14.0 20.0 69 5186 5186 12BR ss 22' 2" 23' 9 1/2'' 14.0 6.0 20.0 70 4416 4,416 3CR 2S 24' 8112" 24' 3 7/8' 5.1 5.0 10.1 71 4416 4416 38 2S 24' 8112" 21' 1" 5.0 5.0 10.0 n 4621 4,621 1ZA ss 22'Z' 24' 3 7/8' 5.0 5.0 10.0 73 4293 4,293 3BR 2S 24' 81/2" 24' 3 7/IS 5.0 5.0 10.0 74 4,973 4973 'lA 2S 26' 11112" 23' 9 1/2'' 6.3 7.3 13.6 .. 75 7 892 7692 1ZXR ss 22'2" 21' 1" 10.2 8.0 18.2 • 78 6,180 6,180 1CR ss 1T11Y' 2:r 9 1/2'' 5.4 9.6 15.0,. 77 6081 5625 3CR 2S 24' 81/2" 23' 91/2'' 6.1 7.9 14.0 • 78 6,798 6=5 1BR ss 17'10" 21' 1" 9.5 5.0 14.5 • 79 5155 5,155 3AR 2S 24' 8 1/2" 23' 9 112'' 5.0 5,0 10.0 80 4233 4,233 3B 2S 24' 8112" 16'4" 7.5 5,0 12.5 81 4235 4,235 1ZCR ss 22' 2'' 24' 3 718' 5.9 6.6 12.5 82 5443 4,206 'lA 2S 25' 111/2" 21' 1" 5.0 15.6 206 83 5162 4865 3AR 2S 24' 81/2" 24' 3 7/IS 5.0 8.0 13.0 84 6268 5224 18 ss 17'10" 23' 9 1/2'' 5.0 14.0 19.0 •=Greater setback total with new plan where the change from the final map exceeds 10% -= Reduced setback total wtth new plan where the change from the final map exceeds 10% ---~---~------ I ,A 1"\ NOSl.01£ TIHSM£,1 N (rtP.,' ---\~-- 1Z . .. . _.,.,,..--...... _ --....._ ___ .,...., -- 3 2 -• • • •• rf--1· ' NO 18x18 1937 NO 18x18 1937 YES (15.5' Rl 18x18 1,653 YES 115.5' Ll 18x18 1,689 NO 15x18 2,045 NO 18x18 1,925 NO 15x15 2,077 NO 15x18 1,941 NO 18x18 1,937 NO 18x18 1,653 NO 15x18 1,941 NO 18x18 1937 NO 15x18 2,045 NO 18x16 1,937 YES 17.9' R 18x18 1653 YES 17.9' L 18x18 1937 YES 12.5' R 18x18 1,689 YES 12.5' I 18x16 1,653 NO 15x15 2077 NO 18x18 1,925 YES f13.6' R) 18x18 1653 YES (14.7' I\ 18x18 1,937 NO 15x15 2,077 YES (13.3' 1 ' 18X18 1,925 NO 15x15 2,077 NO 15x15 2,077 NO 15x18 1,941 NO 18x18 1937 NO 18x18 1,925 NO 15x18 1,941 NO 18x18 1,925 NO 18x16 1,689 NO 15x18 2,045 NO 15x15 2077 NO 18x18 1,937 NO 15x15 2,077 NO 18x16 1,937 NO 18x18 1,925 NO 15x18 1941 NO 18x18 1,689 NO 18x16 1,937 NO 15x15 2,077 ---r---- I\ ------ • 1 "' -- TYPICAL SLOPE SETBACK COMPLIANCE DETAIL NO SCA/.£ I Sl.OPf S£7BACK COJIPUANCE UNE AS SHOWN ON PL.AN (APP/JES ONLY TO lOlS ADJACENT TO SI.OPES STEEPER THAN 15% WITH AN ElEVA TlON 0/FFERENT!AL CREA TER THAN 15') SECTION A-A NO SCA/.£ %NET PAD PORCH/ ENHANCED COURTYARD BALCONY REAR COVERAGE ELEVATION 40% NO NO NO 33% NO OPT NO 33% YES NO NO 38% YES OPT NO 46% YES NO NO 40",i, NO NO NO 39% YES NO NO 47% YES NO NO 40% NO NO NO 38% YES NO NO 36% YES NO NO 35% NO NO NO 39% YES NO NO 37% NO OPT NO 36% YES NO NO 48% NO OPT NO 42% YES OPT NO 34% YES NO NO 37% YES NO NO 40% NO NO NO 34% YES NO NO 39% NO NO NO 41% YES NO NO 40% NO NO NO 43% YES NO NO 37% YES NO NO 37% YES NO NO 44% NO NO NO 44% NO NO NO 42% YES NO NO 45% NO NO NO 34% YES OPT NO 26% YES NO NO 34% YES NO NO 33% NO NO NO 33% YES NO NO 38% NO OPT NO 45% NO NO NO 48% YES NO NO 40% YES OPT NO 40% NO OPT NO 40% YES NO NO SHEET 2 OF 4 SHEETS P. U.J}. 01-05 60' /?OW I 20' ' 10' I I 10' I I I I 5.5' 5.5' I I I I I I EXIST. A.C I I PAff:MENT I I I 2:r I ..2L ~ 2X ---c-~ ~i----n= :r -==========-------==3 ~ -----------------'=-:!, EXIST. ClJNB, GfJT!EN .t SIOEWAlK : 13' TYPE t'' CURB ,t CUTTER 10' as·: 5' ./..5' EXIST. TAMARACK A VE. NO SCA/.£ 60' NOW 17' -1• AC PA161£NT Olfli' APPNOVEO BASE 11' fJ' 7.5' 5' I 5' 1-=1-1-:--1 ...,,_ 0.5'-H- (TYP) I PCC SIOEWAlK STREET ~ : ~ ' & 'JJ, NO SCA/.£ 56' /?OW t , 18' ./..5' 5' : a5' I I ~ .... AC PA lfllENT Olfli' I .. ~ I 'I<\ BENCHMARK: DESCRIPTION: STANOANO Al-10 STREET CENTENUNE ltElL !./ON/JAl£NT LOCATION: CENTENUNE OF El CAMINO NEAL AT ENGINEER's STATION 45-1+92 PER N.S 1800-1 ~· I ..JL ti rtP£ t'' CIJN8 ,t GfJTTEN ~ ...... I ~· l..tL ... ~ ');~ TYPE t'' CfJRB .t CIJT!EN APP/?01£0 BAS£ STREET 'c' NO SCA/.£ 46' /?OW 16' ,1• AC PAVEMENT Olfli' APP/?OVEO BASE 2X 16' JS.. ',:' I . PCC SIOEWAlK o· 4.5' 5' 0.5' I I .. ~ '•·' I •· PCC SIOEWAl.K STREET ~ CULDESAC' R£VISEO: OCTOBER l 2002 NEIi/SEO: AUCIJST I, '2002 REIi/SEO: JUL Y 22, 2002 NEIi/SEO: APRIL 1, 2002 NEIi/SEO: MARCH ~ 2002 NO SCA/.£ OA TE OF PNEPARA TION: JANI/ANY 21, 2000 HUNSAKER & ASSOCIATES SAN DIEGO. INC SH££T 2 OF -I SH££TS DESIGNED BY: T.K. DATE: MA~C.H' too, DRAWN BY: _,J,,,,.D"-. ___ SCALE: K5 SHOWN PROJECT MGR.· R.M. JOB NO.: 1941-54 RECORD FROM: COUNTY BENCH lE'tfl.S (NO. COUNTY lfli'T. CONJROl OATA} l'IANIINC 10!79 lbmoklffl S- ENCHERING San 1JietO. Ca 92121 ELEVATION: 68.479 OAl/JAI: /J.S.C d-GS. SUR\IE\'ING PH(853)558-4500· FX(853)55M414 d ._ ______________ _._ _______________ ~ 3: R: \0370\&:Pln \0370TM02.dwg[ 1991 ]Apr-29-2003: 08: 49 \ \ ' \ \ \ \ I I \ \ NOT£: IMPROVFMENTS FOR l'AU4RACK A VENUE, HARWICH DRIVE, BLUFF COURT, l'ALUS WAY, C4Y DR/VF AND COASTVIEW COURT ARE PER DWC. JOJ-2 NOTE .(I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR VEY CONTROL \ I I I I I I I I \ 0 40 80 120 \ I SCALE 1"~40' : \ \ \ I I \ \\ ti 't, ~ i l ",....., • , -4\i L01 253 LJJ1 203 MAP !!588 '\ \ \ I \ I I ' , .. ·n ·. ·, ' ,' ~:, '·' \ \ .4 .I •••r•• [Ill'~ Cl i-1,,--,1 ~ '--1 gi .. --_1-----,_ -- iff°= '......_..~--::.:..:~~---"---,__, -~ "" I ,,--·t I r- 1 r-------, I , __ _ ---t1-----t ' ' ' ' ' ' ' L ..••••. .J u .. r· ' -, ,r ' , ' __,,_ __ , ---' ' I ' ~5' ,J82.B \ -- s· ® 420.0 5~ '"-,,.~ ® 188.5 ., ' \ \ '' \\\ t\ \ \ .) I "'••,,\ / .// BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE /;ell MONUMENT CENTERLINE OF £L CAMINO REAL AT ENGINEER'S STA TIDN 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DA TVM: /J.S.C. &-C.S. \'• ..• ,/-'\ \ ~ l \ (~,,---.,_ l \/ ( \ // V REVISED: OCTOBER I, 2002 REVISED: AUGUST I, 2002 REVISED: JULY 22, 2002 REWSED: APRIL I, 2002 REWSED: MARCH 4, 2002 '······=· DA TE OF PREPARA 1/0N: JANUARY 21, 2000 HUNSAKER & ASSOCIATES SAN DIEGO, ll'IIC PIANNING 1011'9 Huenneken~ Street ENGINEER.ING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558•1414 ! I i SHEET 3 OF 4 SHEETS P. U.D. \ \ / 01-05 \ \ \ ,,. \ / / SHEET .J OF 4 SHEETS DESIGNED BY: T.K. DATE: JYIARGH ZOOJ DRAWN BY: ~J~.□~. ___ SCALE: 1" -4Q'.._ PROJECT MGR.· R.M. JOB NO.: 1941-54 .... "' I ,;;: 0, ci ~-----------------'-------'------------__Jlli R: \0370\&Pln \0370TM03.dwg[ 1275)Apr-01 -2003: 16: 19 .,-,.. . . · ' J __ .;·~ 0 -··,;.·v_··-····,;;-®:--"--'1 ':I. / ,i .. 1/ '. ' -~-----.I I ~ ~@F=~ ?o ... ® ® I II / // l' 88' EID B ~ 412.6 9' "' /\\ \ .----r=-Jc::.\---::ffl \ \ j "\ '{J\ ... ~\~ 0, 1~\ c,-~,~ @ ~ 419.4 @\ ~ 422.9 ~ :Qy 424.9 i\-r=::c;:=-~ ,2l ,, ,, ~25.86 , __ __ ,, ' @ '@F7 . 425.0 .. ,······ ... /·· ...... \ ,' / I ul"i' Q!D '425.3 • dl\ \J]y ,125.8 "' --'"" ··--" .. --~-., ..___. .. t 85 -...._"' RECREA T!ON - LOT 420.0 I I .,·• ,. ~ {·. ··,\;,' ': ii/ i~ /; _/ i ! / ,, I ' • .. ,.' / ··•· ':I ·1' : Ii f .' 'I { /I /11 ' ..: I , i; ., trr' i • ... !!/! .· / h'j ! I i .c; P ! ' I : ~ -· I , .. r d ' /JJ_f /// ///: I ·.·.•·,;: / l / ,1 i j ' NOTE .I! ELECTRONIC DATA ALES AR£ FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-IO STREET CENTERLINE WELL MONUMENT CENTERLINE OF El CAMINO REAL AT ENGINEER's STATION 454f92 PER R.S 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT CONTROL DA TA) 68.419 OATIJM1 U.SC ,t G.S / REVISED: OCTOBER I 2002 REV/SEO: AUGUST I, '2002 REV/SEO: JIJL Y 22, 2002 Rfl1SEO: APRIL I, 2002 REV/SEO: MARCH 4, 2002 OA TE OF PREPARATION: JANUARY 21, 2000 Pl.ANNING ENCINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huermekens Street San Dieso, Ca 92121 PH(8S8)S58·4500· FX(858)558·1414 OF 4 SH££TS 01-05 . . ' ' \ J ' ' \ \ \ \ ; I I& / I/ /# / 1/ ,•/. / ;,✓ • .· /, . / .. / I//,/ . r /I /,1;. ,/ ; SHEET 4 OF 4 SHEETS DESIGNED BY: T.K. DATE: MA"<,f'I ~3 DRAWN BY:=• u, ____ SCALE: I" ~ 40' PROJECT MGR.· R.M. JOB NO.: 1941-54 f-------------------1.., "' I ;;: 0, ci L-------------------'------'-...._ __________ ...J 3i R: \0370\&Pln \0370TM04.dwg[ 1275]Apr-01-2003: 16: 20