Loading...
HomeMy WebLinkAboutPUD 01-05; CALAVERA HILLS VILLAGE K; Tentative Map ExhibitII) " " \r, ... ~ ~ ~ \ ~ lit '-~ C) ~ ~ ~ ~ " ~ " " ~ q:::;;: 'I;..:; BOUNDARY DATA BOUNDARY DATA DELTA BEARING RADIUS LENGTH {NO) DELTA/BEARING RADIUS 1 N 04'JJ'39" £ --29.99' 18 N 73'49'59" W 2 t,. = 9T53'29' 3JOOO' 563.81' 19 t,. = J4WJ'oo' 1051.00' J N !J6'f.tJ'10' £ 185.25' 20 N 71 '22'0/' E 4 t,. = 44'56 '22' 27000' 211.77' 21 N 18'37'59" W 5 N 411'23'28" W 114,69' 22 N 71'22'01" E 6 t,. = J6'J6'22' JJOOO' 210.85' 2.J N 18'38'07" W 7 N 85VO'oo" W 347.88 24 t,. = 15VI '57' J00.00' 8 t,. = 2T54'21' 21000· 131.50' 25 N 7975'12' E 9 N 577J5'39" W 167.62 26 N 8n5·19-w 10 t,. = 9277'J9' 25.00' 4027' 27 N 03'59 '56' E ff t,. = 01'5723' 1399.00' 47.77' 28 N 80:35'19" W 12 N 52'50'37' R 9.68 29 N 21V546-W 13 N 38'22'.f.o" £ --169.61' JO t,. =128'59'50' 5000' 14 N 51:37'20" W --1000' JI N 72V5'56" W 15 N 311'22'.f.o" E 528.92' J2 t,. = 79'52'42" 5000' 16 t,. = 18V9'38" 1051.00' 333.13' .lJ t,. = 05'21'47" 2000.00· 17 t,. = 85'56'59" 25.00' Jl.50 EASEMENTS: [I], III• 11]• Ill A PIPELINE EASEMENT IN FA 11'.W OF CIIIKJ REC. JAN. 9. 1967 AS FILE No. 2640 OF OFFlC/Al RECORDS. AN IJNOERGRO/JND ELECTRIC FACILl7l£S EASEMENT IN FA/lllli' OF SOCH REC. JULY 16, 1998 AS flL£ No. 1998-0441951 OF OFFlC/Al RECORDS. A STORM DRAIN EASEMENT IN FA 11'.W OF TH£ CITY OF CARLSBAD REC. SEPT. 23. 1986 AS fll£ No. 86-420847 OF OFFlC/AL RECORDS. A ORA/NACE EASEUENT IN FA 11'.W OF Cl,fll() REC. JAN. I}, 1967 AS Fll£ Na. 26JB. A Pl/Bl.IC Sll?££T EASEMENT IN FA /lllli' OF TH£ CITY OF CARLSBAD REC. SEPT. 23. 1986 AS fll£ No. 86-420848 OF OFFlC/AL RECORDS. A Pl/Bl.IC Sll?££T EASEMENT IN FAM'.!'i' OF THE CITY OF CARLSBAD REC. NAY 29. 1987 AS fll£ No. 87-299178 OF OFTICIAL RECORDS. A SI.OPE £ASEM0/T IN FA l,tl\' OF THE CITY OF CARLSBAD REC. Fm. 26, 1986 AS RL£ No. 86-075'125 OF OFTICIAL RECORDS. A Pl/Bl.IC Sll?££T EASEMENT IN FAW)'? OF THE CITY OF CARLSBAD REC. FEB. 26, 1986 AS fll£ No. 86-075424 OF OFTIC/AL RECORDS. A STORM DRAIN EASEMENT IN FA /lllli' OF THE CITY OF CARLSBAD REC. FEB. 26, 1986 AS flLE Na. 86-075423 OF OFFTC/Al RECORDS. A DRAINAGE EASEMENT IN FA 11'.W OF THE CITY OF CARLSBAD REC. NAY 9. 1991 AS fll£ Na. 91-0218597 OF OFFICIAL RECORDS. A PIJBt.lC STREET EASEMENT IN FA/lllli' OF THE CITY OF CARLSBAD REC. FEB. 13. 1984 AS Rl£ No. 84-053118 OF OFFICIAL RECORDS. A P!PEIJNE EASEMENT IN FA /lllli' OF COSTA REAL 111/NICIPAL WATER DISTRICT REC. NOV. 23, 1982 AS fllE No. 82-362089 OF OFflCIAL RECORDS. A PIPEl.lN£ £ASEM0/T IN fA 1-flii' OF Cl,fll() REC. JAN. I}, 1967 AS fllE No. 2641 AND flLE No. 26,f.J OF OFF7CIAL RECORDS. A WATER PIPEl.lN£ EASEMENT IN FA 1-flii' OF CMIIO REC. JAN. I}, 1967 AS flLE No. 26J9 OF OFFlCIAL RECORDS. A PIPEl.lN£ EASEMENT IN FA la' OF COSTA REAL 111/NIC/PAL WATER 0/STRICT REC. JAN. 25, 1980 AS flLE No. 80-029J82 OF OFFlCIAL RECORDS. A PIP£/.IN£ EASEMENT IN FA la' OF COSTA REAL 111/NIC/PAL WATER 0/STRICT REC. NOV. 23, 1982 AS FILE No. 82-J62090 OF OFFICIAL RECORDS. ALL EASEMENTS IHTHIN PIJBt.lC Sll?££T S£l.F TERAIINATE. AN EASEMENT FOR CABt.E m.£VISION IN FA /lllli' OF OAN!El.S CABt.E'ASICW, INC. REC. SEP. 26, 1990 AS fll£ No. 90-526046 OF OFRCIAL RECORDS. TH£ ROI/TE OR LOCATION CANNOT BE OETERMIN£lJ FRON SAID INSlR/JMENT. AN IJNOERGRO/JNO El.£CTRIC FACILITIES EASEi/ENT IN FA It!'? OF Sl)G.tE REC. NAY 7, 1999 AS Rl£ Na. 1999-0J/3995 OF OFRCIAL RECORDS. THE ROI/TE OR LOCA l/ON CANNOT BE OETERl,f/NEO FRON SAID INSTRUMENT. AN IJNOERGRO/JNO El.£CTRIC FACIU7l£S EASEMENT IN FA It!'? OF Sl)G.tE REC. NAY 7, 1999 AS Rl£ No. 1999-0J13996 OF OFRCIAL RECORDS. THE RO/JTE OR LOCATION CANNOT BE OETERl,f/NEO FRON SAID INSTRUMENT. A DRAINAGE EASEMENT IN FA !Qi' OF THE CITY OF CARLSBAD REC. JULY 7, 1986 AS flL£ NO. 86-J01401 OF OFFlCIAL RECORDS. • EASEMENT TO BE VACA TED VICINITY F _/ MAP NOi IU SC::AI E ©2002 O'Doy Consultants, Inc. 1\/U SC/.U:: LENGTH 8250' 638.J5' 158.93' 51.00' 666.74' 688.75' 78.71' 611.79' 17.00 507.85' 9215' 4#.98' 11257' 88.79' 69.71 187.21' ;::::..--'. \ I I l) - I # 11 l"' ( REMAINDER j",,j_.--,, ~ j f \ ~ I I ~ / I \ f \ I / PARCEL :I-"'- # # I/ j I MAP TO ILLUSTRATE REMAINDER PARCEL SCALE: , • -1000' UNIT SUMMARY: I/NIT TYPE I 10 I/NIT rrPE IZ 15 I/NIT rrPE 2 27 I/NIT TYPE J TOTAL J2 84 GENERAL NOTES: o' so' I 100' 200' SCALE: 1" = 200' •. ' " ', 4 NOT£!! 400' 7 I ' ·. ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE I/SEO FOR HORIZONTAL OR VER7lCAL SURVEY CONTROi. ASS£SSOR's PARCU Nas ................................... 167-101-28, 168-0,f.1-03. 1611-0,f./-06, 168-041-10, 168-0,f.1-07 EXISTING ZONING . .. .. . . .. .. .. • .. . .. . .. .. .. • .. . .. . .. .. .. • .. . .. . Pft.tbl'WJJ1-t'f!t1!/!JJ)S MASTER PLAN PROPOSED ZONING ............................................ NO CHANG£ EXISl/NG GENERAL PLAN OESIGNA l/ON . • • . . • .. . .. . . .. • .. • .. . .. . R!.I (PER CALA lfil'A HHlS MASTER PLAN AM£NDA(£NT AIP-150(H}} PROPOSED GENERAL PLAN OES/GNA 110N . • . . • . . .. . .. . .. . .. .. • .. • NO CHANCE £ARTHIIIJRK ......................................................... (SEF GRAOING ANALYSIS} SCHOOL 0/STRICT ................................................ CARLSBAD IJNIRED SCHOO!. DISTRICT WATER 0/STRICT .................................................. CARLSBAD AIIJNICIPAL WATER DISTRICT SEIER DISTRICT .................................................. CITY OF CARLSBAD A ~RAGE' DAILY TRAFFIC •............................................ !J#J TOTAL ACRES ...................................................... 51.08 NET OEVEl.OPABlE AOl'£S ........................................... 16.95 RESID£N11AL LOTS ............................................... 84 REOl'£A l/ONAL LOTS • . .......... ... ...•..•..• ... .......... ... ...... J PARKING SUMMARY: HOAIEO#NERS ASSOC/A TION LOTS . .. .. ... .. ... .... . .. ...• ...... .. . J OPEN SPACE LO TS • . . . . • . . • . . . . . . . . . • . . • . . . . . . . . . • . . • . . . . . . . . . • . . 2 TOTAL NIJl,/!J£R OF L ors . .. . . . . . .. . .. .. .. . .. . .. . .. .. .. . .. . . . . . . . . . . . 92 NW8ER OF I/NITS ............................................. 84 DENSITY .............................................................. 5.0 OIJ/1{£T ACRE TOPOGRAPHIC saJRC£ ........................................ SAN-LO AERIAL S/JR/£YS DATED: JANI/ARY If, 1999 REOIJIRED PARKING: 2 x 84 01/ = 168 'AS/TOR: 5'1 !J4 '3/ -10 -2-1 TOTAL· 192 AND GRADING PLAN OIIG: J90-9A PROPOSED 200 6,f. 26,f. ,. / ·. SHEET 1 OF 4 SHEETS C.T. 01-02 P.U.D. 01-05 P. U.D. FOR ---'------CALAVERA VILLAGE HILLS 'K' I I ·•-i~ I . ' ' ,·.! . .. ,. /. J ,, ! , ' ! / / ' I ' ' ' ' ' ' ' ' ' ' ' , '\ i rEAMAINDER PARCEi: '1 I I I I I I I I I I KEY MAP SCALE': f • -200' o-,,NER/DEVELOPER: " CALA ~RA HILLS H, LLC A CAUFORNIA UM/TED LIABILITY COMPANY 2727 HOOlfil' A ~NIJE NA 170NAL CITY, CA 91950 (619) J.J6-37J5 BY: AlcM/ll/N COMPANIES, LLC A DELAWARE Lll,f/TED LIABILITY COMPANY ITS: JIANAGER ITS: CEN§!AL PARlNEIJ .,f - BY: V_.::::,....., ,r'-'l 4c~ ITS: V p // ., BY: .. ! 1'" ITS: -/? SEW'ER/IYATER: I PEAK POTABL£ WA ltR DEMAND = 1,500 GPII OIJT OF EACH flRE HYlJRANT Al£'?AGE POTABLE WA/lli' DEMAND= 26.25 GPA( PEAK !RR/GA TION WATER OEJ,/ANO -157 GPM Al£'?AG£ SEIER GENERATION= .0185 NGO ~ ( 7 ( ~ "" "' ~r \ LOT LINE ~ ?l· /%~ MIN MIN .:: l ~1~ ~ "' I! " I "' ~ tJ~ 7 -,.__ ) :i:i ~ §, <::; I/~ / , . l) L ,-St. S, OT!.INE VEWAlK WHERE 'HOWN ON PLAN \..._ Cl/RB & GUTTER GRADING ANALYSIS: TYPICAL LOT DRAINAGE DETAIL CUT: 31,000 C. Y. Fll.L: 31,000 CY IMPORT: 0 C. Y. NOTE: I. THESE OI/AN11TIES 00 NOT INC!.1/0£ SHRINKAGE OR £KPANSION OR REAIEOIAL GRADING QUANllTIES. FLOOD ZONE DESIGNATION ZONE K -0/JTSIOE 500 lf'AR n.ooo PLAIN {SEF n.ooo INSIJRANCE RA TE NAP, COMAIIJNITY-PANEl NIJAIBER 060285 0766F DA TED JUNE 11}, 1997} NO SCALE BENCHMARK: DESCRIPTION: STANDARD Al-10 Sll?££T C0VTE'Rl/NE llfll MONUMENT LOCATION: CENTFRLIN£ OF El. CAMINO REAL AT £NGINEER's STATION .f.5#92 PER R.S 1800-1 RECORD FRO~: COIJNTY BENCH l£\llS {NO. CO/JNTY 1£1i'T. CONTRQ'. DATA} ELEVATION 68.479 OA7VAI: IJ.S.C. &! G.S. T.EGEND: 5/JBOIVISION BOUNDARY ........................................................ . ---------- PROPOSED LOT UNE ............................................................ . MATCHUN£ ........................................................................ . LOT NIJM8£R ...................................................................... I/NIT TYPE w PROPOSED PAO ELEVA 110N .................................................... . 126.7 EXISTING CONTOIJRS ........................................................... . E)(!STING WATER MAIN .......................................................... . -W ---·-- £XIS11NG SEiie? MAIN ,t A.H. ................................................ . S £)(!Sl/NG SE~R FORCE MAIN ,t A.H. ....................................... . /-}vi EXISTING STORM ORAIN ........................................................ . ----SD-- EXISTING FlRE H'r1JRANT ....................................................... . £XISl/NG Sll?££T UGHT ........................................................ . PROPOSED HANDICAP RAMP ................................................... . PROPOSED OR/1,f'WA Y APPROACH ............................................. . j l PROPOSED CONCRETE CROSS-GIJT!FR ....................................... . PROPOSED RETAINING WALL {EXPOSED HEIGHT SHO#N}. ................. . C:)lf?,_/J/fg/2: 1 MAK} .................................................. . -"'--y:,i:_ __ .lli:._ ----_____ y __ PROPOSED WA lER MAIN ....................................................... . ------w------ PROPOSEO FlRE H'rTJRANT .................................................... . -I s PROPOSED SEYER MAIN ,t A.H. ............................................. . PROPOSED STORJI DRAIN&! C.Q ............................................. . ====~===~ PROPOSED Cl/RB !Nl.ET ......................................................... . PROPOSED Sll?££T LIGHT ...................................................... . SLOPE SETBACK COAIPUANCE LINE .......................................... . ____ '.,_ _ __,,.- REAR YARD RECREATION AREA AIP-150{H} SECl/ON Vlll{B){2){j) LEGAL DESCRIPTION: BEING A SIJBOIVISION OF A PORTION OF LOTS 'V" AND "J' OF THE RANCHO AGIJA HEOIONOA, IN THE CITY OF CARLSBAD, COIJNTY OF SAN O/£GO, STATE OF CALIFORNIA, ACCORDING TO THE PARllTION UAP THEREOF No. 823, flLEO IN THE OFFlCE OF THE COUNTY RECORDER OF SAID COUNTY ON NOVBIBER 16, 1896. ALSO KNOWN AS LOT 5 OF CT 00-02. CML ENGINEER/LAND SURVEYOR: ' 021AY CONS/JLTANTS, INC. 5900 PASTE/JR COi/RT, Sil/TE 100 CARLSBAD, CA. 92008 {760} 931-7700 ATTN: GEORG£ O'OAY 11\>-oFESS I~ $ :\.~ '/4. H.i,t~(<}' ~ ~ ~.-~ "' --NO. 60223 i!. EXP. 6/30/04 !;ij * * ':-Ji,.,_ ,VII. # ... ., OF CA\..l~CJ R!'ASED: OCTOBER f, 2002 RE'ASEO: AUGIJST I, 2002 RE'ASED: JUL Y 22, 2002 RE'ASED: APRIL I, 2002 RE'ASED: MARCH <\ 2002 DAit OF PREPARAllON: JANI/ARY 21, 2000 SHEET 1 OF -I SHEETS DESIGNED BY: K,IL, J.t DATE: AUG. 191111 c~/~;J., DRAWN BY: ,IS, l(,f_ N,C, SCALE: IS SHOWN PROJECT MGR.: K.H, JOB NO.: 98-1020 s 5900 Pasteur Court Ci\lil Engineering ENGINEER OF WORK Suite 100 Planning Corlsbod, Colifomia 92008 Processing ){d/._ ~ 760-9.31-7700 Surveying DATE: JZ/11/cJZ Fax: 760-931-8680 www.odayconsultants.com KEJ111 HMSEN RCE: 110223 Li \'.:o LI'.:><\ --'f-:LJJ \ ::JO lUCll \ Li 1,,/ I_J \ CA __ A\/ t:. --S: A\ VJ LL I< I H'<..:LJ V l_ '(A jl AL I \ )ti C:OI( I '01..L w'li 12--'..r20ll2 1 ll "-'.3 :'...il u 01 >"RfFS: 9C207,;l,, 98207ul·; 982CK; 9820KSTR; 9320TP05-A; 9820KP; 9820rrnp MASTER PLAN COMPLIANCE TABLE LOT NET BUILDING BLDG SIDEYARD SIDEYARD LOT# PAD PLAN STORIES HEIGHT SETBACKS SETBACKS 812E , AREA HEIGHT 2 (OLD) LEFT RIGHT 1 6.692 6,454 3A 2$ 24' 8 1/2" 24' 3 7/ff 6.5 5.0 2 6.511 5,448 3AR 2$ 24' 8 1/2" 23' 91/2" 5.9 121 3 8,425 6,961 1ZA R2S 22' 2" 21' 1" 6.1 14.9 4 8,056 6,858 2BR 2S 25'111'2" 24' 3 7/f/ 6.8 15.1 5 6,281 6,220 3AR 2S 24' 81/2" 23' 91/2" 5.0 11.0 6 5,936 5,181 3BR 2S 24' B 1/2" 16'4" 6.0 14.0 7 5,168 5,113 1ZCR R2S 22'2" 23' 91/2" 6.3 7.5 8 4,734 4,688 2AR 2S 25' 11 112'' 21' 1" 5.0 5.0 9 4,629 4,565 2AR 2S 25' 11 1/2" 24' 3 7/8' 6.1 5.3 10 4,905 4,634 3C 2S 24' 81/2" 23' 9 1/2" 5.1 7.4 11 4,303 4,250 2AR 2S 25' 11 1/2'' 24' 3 7/ff 5.0 8.0 12 4,527 4,474 2B 2S 25' 11 112'' 16'4" 5.0 8.0 13 4,251 4,197 2CR 2S 2S111!2" 24' 3 7/fl 5.0 a.a 14 4,355 4,303 2AR 2S 25' 11 1/Z' 24' 3 7/8' 5.0 5.0 15 4,847 4,796 128 R2S 22'2" 21' 1" 5.0 5.5 16 5,130 5,075 2AR 2S 25' 11 1/2" 23' 9 1/2" 8.8 63 17 4,521 4,181 2C 2S 25' 11 112" 24' 3 7/8' 7.5 6.5 18 4,573 4,232 2AR 2S 25' 11 1/2" 24' 3 7/8' 7.5 6.5 19 4,826 4,373 2C 2S 25' 11 1/2" 23' 9 1/2" 9.0 5.0 20 5,148 4,720 2A 2S 25' 11 1/2" 23' 91/2" 7.9 5.6 21 5,490 5,050 2B 2S 25' 11 1/2" 24' 3 7/8' 8.3 7.1 22 5,279 5,190 3A 2S 24' 81/2" 23' 9 1/2" 5.0 5.2 23 4,803 4,803 3B 2S 24' 81/2" 23' 9 1/2" 8.6 5.0 24 4,823 4,527 1ZAR R2S 22' 2'' 21' 1" 9.0 5.0 25 4,535 4,535 2BR 2S 25' 11 1/2" 24' 3 7/8' 8.8 5.2 26 4,n4 4,774 3A 2S 24' 81/2" 23' 91/2' 7.9 5.3 27 4,621 4,621 2A 2S 25' 11 1/2" 24' 3 7/ff 10.3 5.0 28 4,471 4,471 3B 2S 24' 8 112" 23' 9112" 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 5,120 128 R2S 22' 2'' 23'9112" 9.5 6.0 31 5,257 4,982 1AR ss 17'10'' 16'4" 94 5.2 32 5,563 5,563 3B 2S 24' 81/2" 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 2A 2S 25' 11 1/2" 24' 3 7/8' 5.0 5.8 35 4,947 4,947 2C 2S 25' 11 1/2" 23' 9 1/2" 5.2 6.0 36 5,778 5,778 3AR 2S 24' 81/2" 21' 1" 7.6 5.5 37 4,462 4,482 2B 2S 25' 11 1/2" 24' 3 7/lf 5.7 53 38 4,248 4,249 3C 2S 24' 8 112" 24' 3 7/8' 5.0 5.0 39 5,879 4,539 1ZA R2S 22' 2" 23' 9 112· 5.0 16.4 40 7,025 4,718 2BR 2S 25' 11 1/2" 23' 9 1/2" 10.0 9.5 41 6,005 5,020 1ZAR R2S 22' 2" 21' 1" 18.2 6.3 42 5,399 4,597 1BR ss 17'10'' 23' 9 112'" 5.0 9.0 . ·--Greater setback total with new plan where the change from the final map exceeds 10'%1 ** = Reduced setback total with new plan where the change from the final map exceeds 10% TOTAL 2 STORY ARCH. MIN. BUILDING %NET PAD SIDEYARD ELEMENTS SIDE PRIVATE PORCH I SETBACKS BYSIDE 3 REC. AREA 4 COVERAGE COVERAGE COURTYARD 11 5 • NO 18x18 1,937 30% NO 18.0 NO 18x18 1,937 36% NO 21.0 NO 15x18 1,941 28% YES 21.9 YES (20.1' R) 18x18 1,653 24% YES 16.0 YES (20 1' L) 18x18 1,937 31% NO 20.0 NO 1Bx18 1,925 37% NO 13.8 NO 15X18 1,941 38% YES 10.0 YES (15.'R) 18x18 1,689 36% YES 11 4 * YES (15.8' L) 18x18 1,689 37% NO 12.5 YES (12.5' R) 18x18 1,937 40% NO 13.0 YES (12.9'R,12.5'L) 18x18 1,689 40% YES 13.0 YES (12.9'R,12.9'L) 18x18 1,653 37% YES 13.0 YES /12.9'R, 12.9'L) 18x18 1,671 40% YES 10.0 YES 112.9\.) 18x18 1,689 39% YES 10.5 NO 15x18 1,941 40% YES 15.1 YES (15.9'R) 18x18 1,689 33% NO 14.0 YES (14.0'R, 13.8'L) 18x18 1,671 40% YES 14.0 YES (15.5'R, 14.0'L) 18x18 1,689 40% YES 14.0 YES (12.8'R,13.9'L 18x18 1.671 38% YES 13.5 YES (15.4'R, 12.B'L 18x18 1,689 36% YES 15.4 • YES (15.4'Ll 18x18 1,653 33% YES 10.2" NO 18x18 1,937 37% NO 13.6 NO 18x18 1.925 40% NO 14.0 NO 15x18 1,941 43% YES 14.0 NO 18x18 1,653 36% YES 13.2 YES (18.5' R) 18x18 1,937 41% NO 15.3 YES (16.5' L) 18x18 1,689 37% YES 14.5 YES (14 7' R) 18x18 1,925 43% NO 15.0 YES (14.7' L) 18x18 1,653 36% YES 15.5 • NO 15x18 1,941 38% YES 14.6 NO 15x15 2,077 42% YES 25.0 NO 18x18 1,925 35% NO 13.0 NO 15x15 2,077 45% YES 10.8 YES (12. 3'R) 18x18 1,689 35% YES 11.2 • YES (14 5'R, 12.3\.) 18x18 1,671 34% YES 13.1 • YES (14.5'L) 18x18 1,937 34% NO 11.0 • NO 18x18 1,653 37% YES 10.0 NO 18x18 1,937 46% NO 21.4 ** NO 15x18 1.941 43% YES 19.5 NO 18x18 1,653 35% YES 24.5 NO 15x18 1,941 39% YES 14.0 NO 15x15 2,077 45% YES NOTE': AIE'li'AIT nw,/T YAHO SETBACK• 1./.8' UNITS 1/tlH PORCH£S a, COUHTYAHOS • 55 (f15.5X} REr:JtJlltEtJ f'H(}lfOEJ) Jr UNITS 11/N. /JNIT 12.5' TOTAL TYPE :r fT MW Jr OF AIIX1 S/Y SETBACK' l(ss} I.JZ 100:r 11/N 25:t IZ 17Z 87Z 2 11/N 25:t JS:r 19:t J I/IN 25:r JS:r 16:r TOTAL f(J(J}l /(J(J}l 85:t (80:r HEO'D) MASTER Pl.AN SEC!Kli.· 1'All{8}(2)(a) "All(B)(2)(j) ""'1(8)(2}(c} ""'1(8)(2)(b). 'All(IJ)(2)(e) ""'1(8)(2}(f}(J) 1'A/l(B)(2}(f}(2) ,,,. GiJTTER CURB WA/./( ~..,....JV GilTTER CIJR8 If WALK-_:.· .. 5' ._ ~ · ·. • fl 0.5' ... • J' a5' PED. RAUP P£D. RAMP ., . ·_. 5.5' 10' . ~ ., SIDEWALK DETAILS NO SCALE ZONE 8-1 BACKrAl/0 lANOSt:APINC llrTH ON/. f/f/£ RESISTANT Pl.ANIS /.lS1EI) IN APPEMJIXB. -NO 1IIEES IN THIS zrJIE. -NO SIIIIIJllS. -1/0Sll Y LAI/NS AND fROIINO C01£11 PLANTS. -NO COAIBIISl/8lE STRIJCTIJll€S, AIJIJfTIONS, A TTACHIIENTS. STOf/ACC (RFENCfN(;. 6' lAl1 IKN-Cf/MB//STff!t.£ WAil (J' OF 81.0CK _. J' OF IEIIP£IIEO /!LASS PANElS ANCt.£D AT Al¥'/i'aWAID.Y 21 O£CEFS) ./()' ZONE 8-2 100, ll'fWYAl OF All HIQf fl/El. lfJll/ME ~ IIIH Tl/£ EXCEPTK1/ OF BUCKIIHEAT AND SAl llA SPCQ£S (SAGa /IIIICII ON/. r 50:, or 'nl£st IJIV Pl.ANT SPW£S AND flO/l OF Tl/£ IIOOEIIA TE fl/El !al/ME SPtCl£S 11/tJ. 8£ HETAINETJ. -NO NA 111£: SHIIIJIJS TAl.lDI THAN 38 INC1l£S IN 1/EJCHT All£ AllOIIEO IN TINS zrJIE. -ANNUAL HAND l'IIIININr; (ll)T OF All DEAD MATERIAi.. FHOJI Tl/£ 11£TAJNEO MO/J£flA TE Off H/$H fl/El. !al/ME SPF:C!E.S. -ON/. Y Cl/ASSES AllO/IEll ARE APPl10/1£/J NAl/1£: &ASSB' .-jANOiN.;.ll/£q,1Yrji;llfiLrs,i8£iaiil/AIH~T,ij"A/NlDi, ,.. T. -INSTAllA 110N OF A NON-CO/llJIJS1/BlE H/4Ll. PLANTING AND FUEL MOD/FICA 'RIA NO SCALE BIHANca> 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 Z0Nf8-J 10' IIJO/l AB/11VAl IT All Hl6'H fl/El l«U<E SPF:C!E.S. 11/TII Tl/£ E:XaPIION OF 8UCKIIH£AT AND SAlllA SPWES {SAGE), /IIIICII ONl Y 611/l OF ll/£S£ 1"0 PLANT SPtCl£S AND 70X OF Tiff. IKJOENATE fl/El. r«<ME SPmES 11111 BE 1/UAINED. -All JKXBIATE fllE1. Kll/ME SHfilJB SPECIES AR£ ro BE JIAINTAINEI) TV .J8-INCh£S IN 1/EJCHT, E:XaPT FOR A FEW SCATTlJl£D NA111£ f/f/£ f/£SISTANT (lOW AND JIOIJERAIE) /.lS1EI) 1/IEES AND SHIIIJflS. -EACH 1IIEE/SHIIIJIJ ll1l1. 8£ l'fltJNEl/ OF Al.I. ll£AI) AM1ERIAL. -EACH HETANII f/f/£ HES/STANT NA 111£ 1liEF IHJST 8£ I.IMf/£[/ /IP FIIOM Tiff. GIIOllNO lrJ A 1/£/GHT OF ..tr TI/El,£JCHTIT TH£ IINI/BISTOIIY fl/El. lED. -ONI. Y Cl/ASSES AllO/IEll All£ Af'PllrJmJ NA 111£ Ql'A£1f5 AND THEY 111/J. 8£ IIAINTAINtD TV A HNCH ST1JtJ8I.E HfJ//HT. .MASTER PLAN COMPLIANCE TABLE NET BLDG SIDEYARD SIDEYARD TOTAL 2 STORY ARCH. MIN. BUILDING LOT BUILDING ELEMENTS SIDE PRIVATE LOT• PAD PLAN STORIES HBGHT SETBACKS SETBACKS SIDEYARD COVERAGE SIZE 1 AREA HEIGHT 1 (OLD) LEFT RIGHT SETBACKS BY SIDE s REC.AREA 4 43 5,997 4,820 3CR 2S 24' B 112" 24' 3 7/8' 5.0 7.9 12.9 NO 18x18 1,937 44 10,074 5,844 3AR 2S 24' 8 1/2" 16'4" 5.2 8.0 13.2 NO 18x18 1,937 45 8,892 4,964 2BR 2S 25' 11 1/2" 24' 3 7/8' 6.1 10.3 16.4 YES (15.5' R) 18x1B 1,653 46 7,351 4,441 2AR 2S 25' 11 1/2" 23' 9 1/2" 5.0 10.0 15.0 YES (15.5' L) 18x18 1,689 47 7,472 4,488 1ZXR R2S 22' 2" 21' 1" 5.0 10.0 15.0 NO 15x18 2,045 46 8,288 4,807 3BR 2S 24' 8 1,X' 23' 9 1/2'' 5.0 10.0 15.0 NO 18x18 1,925 49 9,086 5,309 1C ss 17'10" 16'4" 8.0 8.8 16.8 NO 15x15 2,077 50 8,401 4,087 1ZB R2S 22'2" 21' 1" 5.0 12.0 17.0 NO 15x18 1,941 51 8.198 4,843 3C 2S 24' 8 1/2'' 23' 9 1/2" 50 22.6 27.6 NO 18x1B 1,937 52 4,728 4,329 28 2S 25'11" 21' 1" 5.0 9.8 14.8 NO 18x18 1,653 63 5,3n 5,377 128 R2S 22' 2" 16'4" 5.0 18.3 23.3 NO 15x18 1,941 54 5,587 5,587 3C 2S 24' 8 1/2" 23' 9 112" 9.7 5.0 14.7 NO 18x18 1,937 55 5,231 5,231 1ZX R2S 22'2" 21' 1" 10.0 5.0 15.0 NO 15x1B 2,045 56 5,252 5,252 3AR 2S 24' 8 1/2'' 23' 9 1/2'' 8.5 5.0 13.5,.. NO 16x18 1,937 67 4,626 4,628 2BR 2S 25' 11 112" 24' 3 7/8' 9.7 5.3 15.0 YES (17.9' R) 18x18 1,653 58 4,610 4,014 3AR 2S 24' 8 1/2'' 23' 9 112'' 12.6 5.4 18.0 YES (17.9' L) 18x18 1,937 59 4,556 4,012 2A 2S 25' 11 112· 24' 3 7/8' 11.4 5.5 16.9 YES (12.5' R) 18x18 1,689 60 6,343 4,856 2B 2S 25' 11 1/2" 21' 1" 6.4 24.3 30.7 YES (12.5' L) 18x18 1,653 61 9,294 5,539 1AR ss 17'10" 16'4" 15.7 10.3 26.0 NO 15x15 2.ffll 62 7,315 4,797 3BR 2S 24' 8 1/2'' 23' 9 1/2'' 5.0 9.0 14.0 NO 18x18 1,925 63 6,557 4,896 28 2S 25' 11 1/2'' 24' 3 7/8' 5.8 8.6 14.4 YES (13.6' R) 18x18 1,653 54 6,112 4,947 3CR 2S 24' 8 112'' 23' 9 112'' 5.0 10.9 15.9 YES (14. 7' L) 18x18 1,937 65 5,366 5,033 1AR ss 17'10" 24' 3 7/8' 5.8 7.5 13.3 NO 15x15 2,077 66 5,276 4,699 3BR 2S 24' 8 1/2" 23' 9 1/2'' 5.0 9.0 14.0 YES (133' L) 18x18 1,925 67 5,068 4,791 1CR ss 17' 10" 24' 3 718' 5.0 9.0 14.0 NO 15x15 2,077 88 5,559 5,559 1A ss 17'10" 16'4" 6.0 14.0 20.0 NO 15x15 2,077 89 5,186 5,186 1ZBR R2S 22' 2" 23' 9 1/2'' 14.0 6.0 20.0 NO 15x18 1,941 70 4,416 4,416 3CR 2S 24' a 112" 24' 3 718' 5.1 5.0 10.1 NO 18x18 1,937 71 4,416 4,416 3B 2S 24' 8 1/2" 21' 1" 5.0 6.0 10.0 NO 18x18 1,925 72 4,621 4,621 1ZA R2S 22' 2" 24' 3 7/8' 5.0 5.0 10.0 NO 15x18 1,941 73 4,293 4,293 3BR 2S 24' 8 1/2" 24' 3 718' 5.0 5.0 10.0 NO 18x18 1,925 74 4,973 4,973 2A 2S 25' 11 112'' 23' 9 1/2" 6.3 7.3 13.6 • NO 18x18 1,689 75 7,892 7,892 1ZXR R2S 22' 2" 21' 1" 10.2 8.0 18.2 • NO 15x16 2,045 76 6,180 6,180 1CR ss 17'10'' 23' 9 1/2" 5.4 9.6 15.0 .. NO 15x15 2,on 77 6.081 5,825 3CR 2S 24' 81/2" 23' 9 1/2" 6.1 7.9 14.0 • NO 18x18 1,937 78 6,798 8,265 1BR ss 17'10'' 21' 1" 95 5.0 14.5 • NO 15x15 2,077 79 5,155 5,155 3AR 2S 24' 81/2M 23' 9 1/2" 5.0 5.0 10.0 NO 1Bx18 1,937 80 4,233 4,233 3B 2S 24' 8 1/2" 16'4" 7.5 5.0 12.5 NO 1Bx18 1,925 81 4,235 4,235 1ZCR R2S 22'2" 24' 3 7/8' 5.9 6.6 12.5 NO 15x18 1,941 82 5,443 4,206 2A 2S 25' 11 112" 21' 1" 5.0 15.6 20.6 NO 1Bx18 1,689 83 5,162 4,865 3AR 2S 24' a 112" 24' 3 7/8' 5.0 8.0 13.0 NO 18x18 1,937 84 6,268 5.224 1B ss 17'10" 23' 9 1/2" 5.0 14.0 19.0 NO 15x15 2,077 • -Greater setback Iota! with new p11111 where the change mm the final map exceeds 10% -::c Reduced setback total with new plan 'Mlere the change !rom the final map exceeds 10% --A- NO SLOPE THISA/lfil IN , {rlP. -- ~ --. - 1Z . .. . ----- I\ _,,,,...--,_ --- 3 :,_ -~------~--,,A I\ -...... ___ ------ • -- 2 1 • iA• "" -- I\ TYPICAL SLOPE SETBACK COMPLIANCE JJETAIL ,,_, \')· ·1 I / NO SCALE SI.OPE SETBACK COUP!JANCE LINE AS SHOWN ON PLAN (APP/JES ON/. Y TO LO!S ADJACENT TO SLOPES STEEPER THAN 15:t WITH AN ELEVA l/ON 0/FFERENl/AL CREA lER THAN 15; SECTION A-A NO SCALE %NET PAD PORCH/ ENHANCB) BALCONY REAR COVERAGE COURTYARD ELEVATION 40% NO NO NO 33% NO OPT NO 33% YES NO NO 38% YES OPT NO 46% YES NO NO 40% 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 39% NO OPT NO 45% NO NO NO 46% YES NO NO 40% YES OPT NO 40% NO OPT NO 40% YES NO NO fill' ROW 10' 20' 5.5' PAVEMENT I SH££T 2 OF 4 SH££TS C;Jl O! __ Q2 P. U.JJ. 01-05 10' 5.5' EXIST. A.C~ 2% ...!5--~ 2:r_ --c=~=====li=======S'~ :::,-~ --------+--------.!::-:!:, EXIST. CIJR8, GiJTTER ,t SIDEWALK IJ' EXIST. TAMARACK A VE. NO SCALE 60' ROW 17' 17' 1.J' 7.5' 5' 1 5' 1--'-"'--t-~-il...!<. 4• AC PAVEMENT OltER APPROVEO BASE 2% - ! .. ~ ,.,., I •· TYPE t" CURB PCC SIOEWAIJ( ,t GiJTTER STREET if ', 'lJ ' & 'JJ' NO SCALE 56' ROW 10' 18' i ' 10' as·' -""'-' 5• ./.5' ./.5' 5' • as' '-""'-- I I ..,-.,... I AC PA VEJIENT OltER I .. ~ ~I APPROVE!) BASE 'i' ,,,. , JS.. I . ~ ...IX._ ,~ 't· BENCHMARK: DESCRIPTION: STANDARD M-I0 Sll?EET CENTEHI.INE lffll MONUMENT LOCATION: CENTERLINE OF El CAMINO HEAL AT ENG/NEER's STAl/ON 454+92 PER R.S 1800-1 TYPE 'c' CIJR8 ,t GilTTER TYPE t' CIJR8 ,t GiJTTER ,f.' STREET 'c' NO SCALE 46' ROW 16' -,• AC PAVEMENT OVER APPROVED BASE 2:r 16' -1.5' a5'-H- (TYP) 10' 5' PCC SIOEWALK 0.5' I .. ~ I •• \ I •· PCC SIDEWALK STREET if CULDESAC' REVISED: OCTOBER I, 2002 REV/SEO: AUGUST 1. 2002 REVISED: JIil Y 22, 2002 REVISED: APR!l I, 2002 REVISED: MARCH 4, 2002 NO SCALE OA TE OF PREPARA l/ON: .JANUARY 21, 2000 HUNSAKER & ASSOCIATES SAN DIEGO. INC SHEET 2 or 4 SHEETS DESIGNED BY: T.K. DATE: DEC. 2002 DRAWN BY: _,Je,,Do.., ___ SCALE, />S SHOWN PROJECT MGR.· R.M. JOB NO.: 1941-54 ENGINEER OF WORK ~ I RECORD FROM: COUNTY BENCH LEVELS (NO. COIJNTY ltERT. CONTT?OL 0A TA) ENGINEERING "" Diego, c.a '12121 /) tJ (1 A ,, Pl.ANNING 10179 tbmekens Strm: ~ ~ ELEVATION: 68A19 OA ll/M: IJ.S.C ,t C.S. SUl<VFIING PH(B58)558-4500• FXl-1414 tf4£? 117 ~ DATE: o L__ _______________ _L,_R:imi ______ O __ N_D---L, __ TI_N _____ RC_E_: ___ ~3i R: \0370\&Pln \0370TM02.dwg[ 1991 ]Apr-14-2004: 16: 43 I "> " \i " ~ :\( Q I ~ "' ' "Q 0 ~ ~ ~ ~ 'I: "- (\. ~"$ v \ \ 'c_ \ \ I I \ \ I ' I \ ' \ \ \ I I I I I \\ \ \\ \ \, I I '" \ \) _··s..l NOTE: IMPROV£AIENTS FOR l4UARACK AV£N/J£, HARWICH DRIVE, BLUFF COURT, TALUS WAY, G4Y ORM ANO CQI/SMEJI' COURT ARE PER OWG. 303-2 NOT£ f.l ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL \ \ ' \ I I 'I I, ,. I I ' 1 ' I 1 \ \ / • ,, ' \, \ -➔- ' . '.. . - Lor 2ss ~-•·· · - . .,. LtJr 203 + MAP i1588 ' 1br 204 MAP 11588 Lor 205 ·MAP 11588 -i "\· L------:-----\ \ \ z06 5 ·. ,._0-r .. 1165 \ V )''? NI \ \ \ \ ,/' ©2002 O'Day Consultants, Inc. o· 10· 40' 5 20 SCALE: 1• = 40' ' \ ' \ \ I I I I / I ' 80' I I i" ,' \ \ \. ,' \ '· \ ' \ ' \ \ 38c, .. -·-- / / _,,/ / .... --"-. -~. " .. -----·-""-'· I I {M\ I I \@7 r -I06., -I I I ---\ " Lo"-'·:..-,,-, ~) ,#()lJ.2 I 1 ~ 4 ' \ ,, I~ ® H-< 5' -111.6 I'" @ 415..J \ 5' ~--... •·+ I ·-.. ~ .J(JlJ.5 -., I 23' I , EID / / --- J89.8 / / ," ,/ ·_,/ / .· 194:' ' . ------·-·-··-··- N 03'59'561 £ 507.B5' --+---- ------370 - --· ,, -···:__vu::----~-· -- SHEET J OF 4 SHEETS . I / r. -1(}5.5 b, w 403. J <>:; EID 403.0 P.U.D. \ ' I \ j I I 01-05 /4 }( I I' . I • / / • ' ' .··" "' 1 ~---~A--p·p______ -R -(;_ ~ -------\ _..1,----x---)(,) ~-~~-\i / ' / ---•.l~-------~=jl=-···-~· ·---=-:------~~~t~f~H~i~s~,s~-~~-~-_P_ F'Rovro-r~r;r1ve MAP/SIT~ · Ef'I CONDITION NO. OF PLANNING . ; I, -COMM!SSJ9N RESOLUTION NO. -52.'V . C~./. ~ --._ /4= . ~ Ar~ E~ · '2.\\..o3 \ <D 0 EN ·7EfhliG oE&.<om · ._ ________ _ -----·:::::-====:::-· CALAVERA VILLAGE I \,~ HILLS 'K' BENCHMARK: R£',fS£0: OCTOB£R I 2002 R£',fS£0: AUGUST I,' 2002 R£l1S£D: JIil r 22, 2002 R£l1S£0: APRIL 1, 2002 R£',fS£0: MARCH -1. 2002 OAT£ OF PREPARAT!ON: JANUARY 21, 2000 SHEET 3 or ,I SHEETS DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 STR££T CENTERLINE WELL MONIJMENT C£NT£RLINE OF El CAMINO REAL AT ENGINE£R's STA TlON 454+92 PER R.S 1800-1 COUNTY BENCH LE'VELS (NO. COUNTY VERT. CONlROI. DA TA} 68.41!J DAMI: 1/.S.C. ,t C.S. 5900 Post.!11ur Court Suite 100 Carlsbad, Collfornia 92008 760-931-7700 Fa)(; 760-931-8680 www.odoyeonsultant11.com Civil Engineering Planning Proce99ing Surveying DESIGNED BY: K.H., J.E. DATE: AUG. 1999 DRAWN BY: J.S .. K.F .. N.C. SCALE: 1" • 40' PROJECT MGR._· =K-=H __ JOB NO.: 98-1020 ENGINEER OF WORK DATE: Jfr/o3 KEITH IWISEN RCE: 60223 \SIJSK \l-'l·WJ\981Ci2C\DWG\C,'\L1\VER1\ \\/LL '\-n,1 \COV:::Pi1Ci~ ;\,l T\•)8::!0k =,c,J.DWC <'.REFS. ·S820KP, 98L07s•.,-, ·J82~7ull, 9820~, 982GKST~; 982CKUll; 9620TP0C>-A, 9820MA" 1-8-20UJ 9: 26: .'.JC, cm -1 __ I I(. • I_ 20 • 10' ----"--~ ,•. ©2002 O'Day Consultants, Inc. I o' ' 27' \~ ~ ~ \ ' ' ,-' ~-\ i ! ~ I~ ::,.__\+J-9 , <D 0 ,>,]..-"'\ ., <1 er, \, / \ " / "'· EID 426.9 5' 427.7 5' + @ 8'',@2 ,_ 1X c,, \ ... _ '-425.J 426.6 5' - ;/ /I /,' ;, /! (/ "\ // ) ii '·-. _/ /i '/ I. // // /' I / !! @/ 427.1 .., ;;:i $~ ~t ' 221_' _.' ,.:.1:.,.1'__.- _., \ I ' ) _, 23' + / I , I ''\ ; ' i \ ' I\,, ', ' · .. ···1,_'~,_ ''•, '· \ I I 4' ,/1 4,3' .1L X ., " ;r ! ... ~\_ ,, I / \ i ·< ( ·, \ I,, . , , . \ , '- , / I ' . ·-'9 " • -j-,•-' .• Vpill/ ·.•/ i ·• ..... 'I, .1 / ; i '1 . • \ . \ (-'• ":,~ .. _ ',,- ctNl'RAL Pl.AN OPEN SPAC£ ;II i,1 \) 'I ,• 't .... / '/ .·· / //' I I / ', i I ,. ii, it I !/! ; /,!/ I ,t, ··t / /'; ii / X ' ' I 4•J3.5t3 / / ✓• ,,, ' ,. ' :-.. ,-: .--✓ -!1,, ' \ ' \ \ ' \ . I I , , I ' ' \ -_ I ' ' \. \ ' \ i \ \ I i ,-· ' \ ; ' ' r I I I \ i ' \'- \ ' I \\ ', / ,/-.. y· / / NOTE!! 9 \ \ + ' + - 4 ~ bl ,\' _,,,., , / ,, ' \ .;5' ,./ ~31.·R, ,. X,' -·· .. --· ELECTRONIC OA TA FILES ARE FOR REFER£NCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR V£R11CAL SURV£Y CONTROL BENCHMARK: DESCRIPTION: STANOARO M-10 S'mEET CENTERLINE Y,fLL MON/JUENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENCINEER's STAllON 454+92 PER R.S 1800-1 ·-~- RECORD FROM: COUNTY BENCH LEVELS (NO. CO/JNTY VERT. CONTROl OA TA} ELEVATION: 68.479 OAT//11.-11.S.C. ~ G.S. SHEET 4 OF 4 SHEETS P.U.D. 01-05 I i 11/JAP 12Bo0 X .573.'.23 ( . 51' I \ ·\' \ -'+,'-<.APPROVED \ I ; .. ' /; ' :· '' _·,"-:. ' ' ·---.,' '' '• THIS IS '(HE APPROVED T!NTATIVE MAP/SIT! PlANPERCONDITIONNO, (, OFPlANNING , COMMISS ON 'RESOLUTION NO. S t'j I ' '.· \ NEER1NG ()[PT.· DAT .. E ,:.__. _______ ,._.~\/<,--~-· ' I \ ..;... _____ ,,., ________ , + I/; // / I REV/SEO: OCT08£R f, 2002 REVIS£0: AUGUST f, 2002 REV/SEO: JUL Y 22, 2002 REV/SEO: APRIL f, 2002 REV/SEO: MARCH 4, 2002 OA TE OF PREPARA 110N.' JANUARY 21, 2000 SHEET ,I OF ,I SH££TS 5900 Pasteur Court Suite 100 Carlsbad, Collfomia 92008 760-931-7700 fax; 760-931-6680 www .odoyconsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: K.H.. J.E. DATE: AUG. 1999 DRAWN BY: J,s.. K.f,. N.C. SCALE: 1" • 40' PROJECT MGR.· K.H. JOB NO.: 98-1020 ENGINEER OF WORK DATE: !/8&3 KEITH IWISEN RCE: 60223 G. \Sl)SK\,.,F:JJ\981021J\D\I/G\CAI il'/EFU1\VILL K--~A\,COVFRJl.•:T ___ .4.1 T\087(hP14 l)W(; I 8 200.3 S-29 ? orr· XR~FS. 98,'W;.P; 98:WK, d8207ull; 9820~:F; 982CKS7R; 9520TPC5-A; 9S20kutl; 8e20/5TR