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HomeMy WebLinkAboutPUD 01-07; CALAVERA HILLS VILLAGE X; Substantial ConformanceI I __ CITY OF OCEANSIDE HIGHWAY ~ SITE ,._., I \ ( j ( 5' MIN ho'. ____ :_;, ~~ ~ ~i~ \ / ' ' l!I. MIN I\OT TO u, ... L ~CALE VICINITY MAP NO SCALE 'OT LINE C \ ?'· ~ MIN_ I I ~ ~! : I I I 5' MIN ~i~ -"' ~ h.. J'IIIN J'MIN ~ >.. ~ I,! ~ / \_ ) r I >-L 011.!NE ~Sl 'DEWALK WHERE I/OWN ON PLAN s CURB & GUTTER TYPICAL LOT DRAINAGE DETAIL MAP TO ILLUSTRATE REMAINDER PARCEL SCALE: 1 • -1000' FOUND IN SUBSTANTIAL CONFORMANCE ....,.¼~roL-XL___:_~'#lf....._ _ _.:=-focc:!::IC._DATE: 1?,/z.3,/t')q MICHAEL J. HOLZMILLER PLANNING DIRECTOR . ,;:-,,,.,( -~l'tR~~-~!ci1WO• ~ DATE_t~P-/.~ ... ,~a"r"'~"-"1+--- • RECOMMENDED BY:--',!;. h~~~~2::;/•::/=·:;:: 0°::::::=:::-''._ ____ _ DATE: ~~ PARKING SUMMARY: NO SCALE REOUIR[O EEQ&5Ill GENERAL NOTES: ASSESSOR's PARCEL NO.s o Io I I 11 I Io It Io 1011 I I 168-040-29, 168-050-27 EXISTING ZONING PROPOSED ZONING ........................ , .. , PC (PER CALA ~RA HILLS MASTER PLAN AMENDMENT MP-150(H)) I' I I I I' I' I 11,,.'.'.'.' I'.' ,NO CHANGE EXISTING GENERAL PLAN DESIGNATION PROPOSED GENERAL PLAN DES/ONA TION • , , , , , , RM (PER CALA ~RA HILLS MASTER PLAN AMENDMENT MP-l50(H)} ...... NO CHANCE EARTHWORK , , , , , , , , , , , , • , , , , , , , , , , , , , , , , , , , , , ,(SE£ GRADING ANALYSIS) SCHOOL DISTRICT , .... , ...................... , CARLSBAD UNIFIED SCHOOL DISTRICT WATER DISTRICT , , , , , , , , , , , . , . , , , , , , , , , , , , , , . , , CARLSBAD MUNICIPAL WA lfR DISTRICT SEWER DISTRICT , , , , , , , , , , • , • , , , , , , , , • , , , • , , , , , CITY OF CARLSBAD Alfl?AOE DAILY TRAFFIC I O IO It I I I Io Io I I I I Io o I I 1150 TOTAL ACRES , , , , , , , , , , , , , • , , , • , • , , ••• , , , , , , , , 525 NET DEVELOPABLE ACRES, , , , , , , , , , , , , , , , , , , , , , , , , ,25.1 CUH'l} LOTS , , , , , , , , , , , , , , , , , , , , , , , , , , , , , • , • , • , , 1 RESIDENTIAL LOTS . , , , , , , , , , , , , , , , , , , , , , , , , , , , , 115 RfCREAOON LOTS , , , , , , , , , , , , , , , , , , , , , , , • , , , , , 2 OPEN SPACE LOTS , , , , , , , , , , , , , , , , , , , , , , , , , , , , • 1 H.O.A, AIAINlfNANCE LOTS , ...... , .. , ............. 5 TOTAL NUIJBER OF LOTS , , , , , , , , , , , , , , , , , , , , • , , , , 124 NUMBER OF UNITS I I IO t O t O IO t I I I I I I I I IO t O IO I O 115 DENSITY , , , , , , , , , , , . , .. , ...... , , , , , , , , , , , , , , , , , 46 DU/ NET ACRE TOPOGRAPHIC SOURCE ./1 , , , , , , • , , , , , , , , , ,\ , ,· '· , , , SAN-LO AERIAL SURVEYS DA lfD: JANUARY II, 1999 ANO ORAOINO RLAN OWG. .390-9A ' 1 ©2003 O'Day Consultonts, Inc. PARKING: 2 x 115 DU = 230 VISITOR PARKING: 5+ (115 DU -10) = 32 { 4 /--- TOTAL: . 262 GRADING ANALYSIS: CUl' 60,000 C. Y. FILL: 60,000 C. Y. EXPORT.· 0 C. Y. NOTE: I. THESE QUANTITIES 00 NOT INCLUDE SHRINKAGE OR EXPANSION OR REMEDIAL GRADING 0/JANTITIES. UNIT SUMMARY.· UNIT TYPE 1 UNIT TYPE 12 UNIT TYPE 2 UNIT TYPE J TOTAL NOTE !.1 /0 20 39 46 115 216 135 411 ELECTRONIC DATA RL[S AR[ FOR Rff£R£NC£ ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR ~R TICAL SUR VEY CONTROL o· 50' I 200· 1 100' 400• '/ t SCALE: 1" = 200' 4 , /'. I · · 124 , • OENERAL PLAN . OPEN SPACE I I . I ./ I I I I I I I // \ I I I I -I ~ I I I I . /. I I, I I I I /·,,'I I I 5 BOUNDARY DATA ~·-'""'- (NO) DELTA/BEARING RADIUS LENGTH ! N 36'27'08" W !85.80' 2 t:, = !9'35'.J9" 1400.00' 418 78' 3 N !6'51'29" W 870.62' 4 I::. = !5'41 '38" !400.00' 383.47' 5 N 89'25'37" W 2011.4/' 6 N 01 '42'.J5" E 610. 00' 7 N 231505" W 720.09' 8 N 7875'18" W 319.86' 9 N 48'4J'J4" W 385.03' !O N 48"4823" E 250.05' !I N 8!'! 7'29" W 209.89' 12 N 69'09'44" W 45.54' 13 N !8'0!22" W 66.58' 14 N 25'27'0!" W 109. f 7' !5 I:, = 48'53'51 ll 4800' 40.96' !6 N 2916'25" E 890.39' EASEMENTS: [I] 86 85 84 82 83 48 41 JO 31 32 33 34 35 36 31 KEY MAP SCALE: 1 • -200' LEGAL DESCRIPTION: A SUBDIVISION OF A PORTION OF LOT V; '£' AND 'J' OF THE RANCHO AGUA HEOIONOA, IN THE CITY or CARLSBAD, COUNTY OF SAN DIEGO, STA If OF CALIFORNIA, ACCORDING TO THE PARTITION MAP THEREOF No. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON NOVEMBER 16, 1896. ALSO KNOWN AS LOT I OF C. T. 00-02. FLOOIJ ZONE /JES/GNAT/ON ZONE X -OUTSIDE 500 '/£AR FLOOD PLAIN (SEE FLOOD INSURANCE RA TE MAP, COMMUNITY-PANEL NUMBER 060285 0766F DA TED JUNE 19, 1991) OWNER/DEVELOPER: CALA~RA HILLS II, LLC A CALIFORNIA L/AlllfO i!A8IL/TY COMPANY 2121 HOOVER AWNUE NATIONAL CITY, CA 91950 (619) 336-3613 BY: McMILL/N COMPANIES. LLC A DELAWARE LIMITED LIABILITY COMPANY I TS: MANA OER ITS GENERAL PARTNER BY.·------------ ITS: ___________ _ B~------------ITS ___________ _ . ,. I \ . . 'l I ·, . I ' :1. I I I SUBSTANTIAL CONFORMANCE EXHIBIT ~' SHEET 1 OF 6 SHEETS P. U.D. '-------------------' C.T. P. U.D. FOR CALAVERA VILLAGE LEGEND: HILLS X' 01-07 01-06 SUBDIVISION BOUNDARY, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ------- PROPOSED LOT LIN£, , . , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , LOT NUMBER I I I I I O O t O I O I O I ' I I I O O I O I O I O I I I I I I I I I I O I O 0, I I > I t 0 UNIT TYPE ® PROPOSED PAD ELEVATION, , , , • , , , • , • , , , , , , • , , • , , , , , , , , , • , • , , , 126.1 PROPOSED CONTOURS , , , , , , , , , , ,, ,, ,, ,, ,, ,, , , , , , •.•.• , • , , , • rvzSJ7,W" "0.W'~U.'RS ~·-----------.2b{)-__ _ t::,,'\/ L> L,1 IV , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 0 , , 1 , 1 , , , , EXISTING WATER MAIN, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ---W---- EXISTING BLOW-OFF VALj,f",,,,,,,,,,,,,,,,,,,,,,,,,,,, ,, , . , . , -,tr--- EXISTING MANUAL AIR RELEASE VAL~ , .... , ................. , • ----Ir----- EXISTING SEWER MAIN & A.H. , .... , .. , ...... , ................ , -·----(, S EXISTING SEWER FORCE MAIN & A.H. , .......... , ,. .... ., ., ., ., , ----------(_)-----/-7,f EXISTING STORM DRAIN , , • , • , • , • , , , , , , , , , .... , , , , , , , , , , , , , , , , ----SU - EXISTlNG FIRE HYDRANT , , , , , , • , • , • , • , , , ••.• , • , , , , , , , , , , , , , , , EXIST/NC STREET LIGHT, • , , , , , , , , , , , , , , • , , , , , , , , , , • , , , , , , , , , , PROPOSED HANDICAP RAMP,,,,,,,,,,,,,,,.,.,,.,,,,,,,,,,,,,, PROPOSED DRl~WAY APPROACH,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, PROPOSED CONCRETE CROSS-OUTTER, ,. ,. ,. .. , ,. .............. , PROPOSED VISITOR PARKING,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,., PROPOSED S0/JNOWALL,,,,,,,,,,,,,, ,, ,, ,, ,, ,, , , , , , , , , , . , . , , , PROPOSED RETAINING WALL,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, GRA0£0 SLOPES (2· 1 MAX) , , , , , , , • , , , , , • , , , , • , , , , , , , , , , , , , , , W;VA rl/OHT UNt GRADED SWALE,,,,,,,,,,,,,,,,,,,,.,,,,,,,.,,.,, .......... . PROPOSED RECLAIMED WA lfR MAIN, .... , .. , .... , ............ , . PROPOSED WA!FR MAIN, , , , . , , , . , , , • , , , , , , , , , , , , , , , , , , , , , , , , PROPOSED FIRE HYDRANT , , , , , • , , , , , , , , • , • , , • , • , , , , . , , , , , , , , PROPOSED SEHf:R MAIN ct A.H. ' ''I' I'.'.'.'.'''. I' ••• '.'.'' I I PROPOSED STORM DRAIN &-c.o. ''.'''''.'.I.I •• '.'.'.'' I' I'.'. PROPOSED CURB INLET .• , • , •• , • , • , , , , , , , , , , , , • , • , , , , , , , , , , , , , PROPOSED PR/VA TE AREA DRAINS, .......... " ........ , ...... , , PROPOSED STREET LICHT, , , , , , , , , • , • , , , , , , • , , , , , , , , , , , , , , , , , , S/CHT DISTANCE,.,.,.,,,,.,., •.• ,.,,,,,,.,.,.,., •• ,,,.,,,,,, SI.OPE SETBACK COMPLIANCE LINE •...... , ...... , .... , .... , .. , , REAR YARD RECREATION AREA AIP-l50(H) SECTION Vlll(B)(2)(j) PROPOSED STREET SIGNAL O t O IO IO, O I• I.• IO, 0 IO I I I I I IO t > I I • I I O I I I O I O I O O O I O O I I < t I O I • I O VP VP ----1/W----- ----w---- -I ---£---0-·-G- --a ----b---- ----✓ --------- 150' £/£CTR/CITY TRANSMISSION EASEMENT TO SOC&£ RECORDED J(JN£ f, 1953 IN BOOK 4814, PAO£ 143 OF OFFICIAL RECORDS 20' TREE TRIMM/NO EASEMENT TO SOC&£ RECORDED JUNE 1, I 953 IN BOOK 4814, PAO£ 143 OF OFFICIAL RECORDS. CIVIL ENGINEER/LAND SURVEYOR: • QJ AN EASEMENT FOR CABLE TELEVISION FACILITIES ANO INCIDENTAL PURPOSES IN FA WR OF DANIELS CABLEVISION INC., RECORDED SEPlfMBER 26, 1990 AS FILE No. 90-526046 OF OFFICIAL RECORDS THE ROUlf OR LOCATION CANNOT 8£ DETERMINED FROM SAID INSTRUMENT. SEWER/WATER: ' PEAK POTABLE WATER DEMAND= 1500 GPM OUT OF EACH RR£ HYDRANT A~RAGE POTABLE WATER DEMAND= 35.94 CPM PEAK !RRIOA TION WATER DEA/ANO = 100 GPA/ A~RAOE SEWER DEMAND= 0.00022 MGD OVAY CONSULTANTS. INC. 5900 PASlfUR COURT, SU/If 100 CARLSBAD, CA. 92008 (760} 931-7700 BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENlfRUNE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL A T ENO/NEER 's STATION 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE~LS (NO. COUNTY ~RT. CONTROL DATA) ELEVATION: 68419 OATVM: U.S.C. &-G.S Rfl-15£0: AUOUST. 2004 REVISED: DECEMBER, 2002 REVISED: OCTOBER 8, 2002 REVISED.· AUOUST 23, 2002 REVISED: APRIL 8, 2002 REVISED.· JANUARY 5, 2001 DA If OF PREPARATION: JANUARY 21 2000 . C~/~T s 271 Q Loker Avenue West CiYII Engineering Su,te 100 Planning Carlsbad, Callfornia 92008 Proceasing 760-931-7700 Surveying Fax; 760-931-86130 OdoyOOd~yeonsultonts.eoir l'.lJ.D. for VILLAGE )'' SHEET I OF 6 SHEETS DESIGNED BY: KH, JE DATE: JAN, 2000 DRAWN BY: KF. NC SCALE: ~ SHOWN PROJECT MGR: KH JOB NO.: 98-102Q ENGINEER OF WORK U/1 .. KEIT11 ~SEN DATE: 8 IHL.d'f RCE: '60223 C \SD<._;f<\l'f-;___ w,1;_,20 w:-.\,-_:AL./\·•/Ll~A\q>s:CC:>'.c:c,1 i 1'NC 1 XREFS: 9820MAP, 982:'.lx; 9620:.:P; 9820ASIR; 9820TP0J-A; 95207STR I 60' ROW I SHEET 2 OF 6 SHEETS MASTER PLAN COMPLIANCE TABLE MASTER PLAN COMPLIANCE TABLE (CONT. /J' 17' 17' /J' P.U.D. 01-07 I I TDTill. 2 STrRY 111N. X ----· TOTAL 2 ST<RY 111N. X I I 0.5' NET /llJllJJfNC SIIJEYARO SIIJEYARD ARO-I. EJ..EJIENTS MVATE /UI.IJIN(} PAD (X)Jf?f-BAJ.C(l(I N£T /llJllJJfNC .fi'YARO .fi'YARO ARO-I. El.BIENTS PRIVATE l!IUllJJINC PAD ctXJRt-flALC(I( 0.5' LOT/ LOT SUE' PAD AREA PUN S1rRE:S HBCHT' $£TBA()($ S£TBACKS SID£ BY S/0£3 REC. AREA' Wlei'Alil" COlei'Alil" YARD LOT/ LOT SUE' PAD AREA PUN SllRE$ HBQIT2 SETBACKS S£7BA(XS SIIJE BY SIIJE, REC. AREA' COlei'Alil" CO'EHAIIE" YARD 4" AC PA IEM[NT OVER I Gjr-1 7,J93 ~869 3 2S 23'-9}r R=17': L•13' JO' NO 18'x18' 1,882 J9% lfS OPT 59 6,761 5,910 IZ R2S 21'-1· R•5:· L•12' 17' NO 15'x18' 2,~ .J5X NO NO ~~ I v,¢- APPROVED BASE Ii·' 2 6,961 5,022 2 2S 2-1'-JJ: R-5:· L•ll' 22' NO 18'x18' 1,978 J9% lfS REO'D 60 !J,235 8,-157 3 2S 2.J'-9}r R•6:· L•IJ' 19' NO 18'x18' 1,882 22X NO OPT 2% • J{ v,_.J 2% 23'-9}r · :..-3 26,050 11,38-1 3 2S R•5:· L•7.J' 78' NO 18'x18' 1,882 17% NO OPT 61 5,615 5,06-I IZ R2S 21'-1· R=5',· L•13' 18' NO 15'x18' 2,~ -11X lfS NO 1:' (j ,,. '////////////////// ///////////////////.1 ~: ,, 9,819 5,.JOT 1Z R2S 21•-1• R•6.7',· l•6' 12.7' NO 15'x18' 2,08-1 J9% lfS NO 62 5,6-IJ 5,6-IJ .] 2S 2.J'-9}r R•5',· l•25' JO' NO 18'x18' 1,882 .J.JX lfS OPT PCC SIDEWALK-0.5'---jl----PCC SIDt',/i,LK 5 8,.J07 5,275 .] 2S 2.J'-9}r R•5.8;• L •5' 10.8' NO 18'x18' 1,882 .]6% NO OPT 6.J 5,60-I 5,60-I .] 2S 2.J'-9}r R•12': l•5' 17' NO 18'x18' 1,882 :JIX NO OPT TYPE \;' CURB & GUTTER (TYP) TYPE 'c' CURB & GUTTER 6 7,1# 5,775 1 ss 16'-,1' R•l',· l•5' 12' NO 15'x15' 2,06,1 .]6% lfS NO 6,1 6,67-1 5,158 1 ss 16'-,1' R•9:· l•9' 18' NO 15'x15' 2,06,1 #JX lfS NO PUBLIC STREETS Jt II 'B'. 'c: 'JJ, I tit 'E' 7 7,171 6,581 2 2S 2•1'-J}: R-9:· l•5' 1-1' NO 18'x18' 1,978 .JO% 16 REO'D 65 5,138 5,0-IJ 1Z R2S 21'-1• R•5',· L•20' 25' NO 15'x18' 2.~ -11% NO NO NOSCALE 8 6,91-1 6,91-1 3 2S 2.1'-o}r R•9:· L.•5' 1-1' NO 18'x18' 1,882 27% lfS OPT 66 ~160 ~160 2 2S 2-1'-JJ: R-5',· l•l' 12' NO 18'x18' 1,978 #IX NO RE()'D SUBSTANTIAL CONFORMANCE I 46' ROW I 9 6,-115 6,-115 2 2S 2-1'-J}: R•l',· L•5' 12' NO 18'x18' 1,978 .J1X lfS REO'D 67 6,278 6,278 .] 2S 2.J'-9}r R•5',· l-5' 10' NO 18'x18' 1,882 .JOX lfS OPT EXHIBIT A , I 10' 16' 16' 4' ' 10 5,9-IJ 5,9-IJ IZ R2S 21·-1· R-5:· l•5' 10' NO 15'x18' 2,08,1 .J5X NO NO 68 5,.]95 5,.]95 IZ R2S 21·-1· R•5',· l-5' 10' NO 15'x18' 2.~ J9X lfS NO ' 11 5, i'll1 5,Jll1 2 2S 2-1'-J}: R-7,· l•5' 12' NO 18'x18' 1,978 .J5X lfS REO'D 69 ~835 ~835 2 2S 2-1'-JJ: R•5',· L•9' ,,,. NO 18'x18' 1,978 -11% lfS RE()'{) e..Lj_ I 2.J'-9}r 2.J'-9}r ~:.,.. I 5' 4" AC PAVEMENT OVER I I ~¢-12 6,627 5,20.J .] 2S R•5:· l•fl' 22' NO 18'x18' 1,882 .J6% NO OPT 70 ~816 ~816 .] 2S R•S:· L•12' 17' lfS (19' R) 18'x18' 1,882 39X lfS OPT ~+i APPROVEO BASE~ ·~ 13 7,068 6,617 2 2S 2-1'-JJ: R•26'; l•5' JI' NO 18'x18' 1,978 .JO% REO'IJ 71 ~78./ 4,166 .] 2S 2.J'-9}r R•5:· l•U.' 19' YES (19'R. 192} 18'x18' 1,882 -15% lfS NO OPT ~ ~ 2% 2% v,_.J 2% -,,, 5,M8 ~865 1 ss 16'-,1' R•t-1:· l•5' 19' NO 15'x15' 2,06-I -12X NO NO 72 5,081 4,776 2 2S 2-1'-JJ: R•5:· L•1.f.' 19' 16 (19' L) 18'x18' 1,911 «JX lfS NO I '////////////////// '///////////////////L ~ 1:.' 15 4,999 ~365 3 2S 2.J'-9½ R•1-I:· l•5' 19' lfS {19' L) 18'x18' 1,192 -11% lfS NO 73 4,838 ~212 .] 2S 2.J'-9}r R•5:· l•14' 19' lfS (19' R) 18'x18' 1,882 -15% NO OPT PCC SIOEWALK-a5•---j 1----"'" (TYP) 16 4,9-IJ ~316 2 2S 2-1'-J}: R•1'1:· l•5' 19' lfS {19' R) 18'x18' 1,978 ,f6X lfS RE()'{) 7-1 ~838 ~227 .] 2S 2.J'-9}r H•5:· L•14' 19' lfS {19' l) 18'x18' 1,882 -15% lfS OPT TYPE 'C' CURB & GUTTER 1 1 TYPE 'C' CURB 17 4,954-~.JOB 2 2S 2-1'-J}: R.-14:· L•5' 19' >ES {19'R, 19Z) 15'x18' 1,978 #IX lfS NO 75 5,266 ~632 1Z R2S 21·-1· H•5:· L•14' 19' NO 15'x18' 2.~ -15% NO NO PUBLIC STREET 'F & GUTTER 2.J'-9}r R•U'; l•5' 19' 18'x18' 2-1'-JJ: R•5',· l•f./' 18'x18' NO SCALE 18 5,001 ~69.J .] 2S 16 {19' R) 1,882 #JX NO OPT 76 6,182 5,-161 2 2S 19' NO 1,978 .J6X lfS RE()'D I I 19 5,256 ~6,1() 1 ss 16'-4' R•U:· l•5' 19' NO 15'x15' 2,06-1 -1-1% lfS NO 77 7,157 6,260 .] 2S 2.J'-9}r R•5',· l•f-1' 19' lfS {19' R) 18'x18' 1,882 .JOX NO OPT 56' ow ' ' 20 5,.J23 ~973 2 2S 2-1'-J}: R-1-1': l•5' 19' 18'x18' 1,978 .JIJ% 78 6,./76 5,-186 .] 2S 2.J'-9}r R-5',· L•I./' 19' l'ES (19'l. 14'R) 18'x18' I 10' 18' 18' ,o' I NO lfS R£(J7} 1,882 :JIX lfS OPT 2.J'-9}r R-1-1'; L•5' 19' '/ES (18' L) 18'x18' 2-1'-JJ: R•.JT,· l•9' -16' lfS (U' L) 18'x18' as· 0.5' 21 5,092 ~-131 3 2S 1,192 #JX '/ES NO 19 7,227 ~345 2 2S 1,978 "6X YES RE()'{) : f'l-'\. "' 5' 4" AC PAVEMENT OIER 5' 2-1'-J}: lfS (18' R) 24'-JJ: I 22 5,JQS' ~980 2 2S R• 1.J;• l•5' 18' 18'x18' 1,978 #JX lfS R£(J7} 80 6,816 .J,98.J 2 2S R•5:· L•21' 26' NO 18'x18' 1,978 50X '/ES RE()'{) I APPROVED BAS[~ Ii-' 2.J 5,752 5,752 .] 2S 2.J'-o}r R-a:· L-9' 17' lfS {17' l) 18'x18' 1,882 .J.JX NO OPT 81 7,012 5,157 IZ R2S 21·-1· R•5:· L•l' 12' NO 15'x18' 2.~ a NO NO ~ 2% 2% v,_.J 2% -~ ~ 2-1 5,7/lJ 5,7/lJ 2 2S 2-1'-J}: R-9;• L-5' ,,,, lfS {17' R) 18'x18' 1,978 .]4% lfS REO'D 82 4,200 4,000 2 2S 2-1'-JJ: R-5;• L•5' 10' NO 18'x18' 1,978 m lfS REO'D 1:.: I 1////////////////// ''///////////////////1 .,,, 25 5,985 5,985 IZ R2S 21'-1· IP=20:· l•5' 25' NO 15'x18' 2,(J{ff :JI% lfS NO 8.J 5,"27 5,127 .] 2S 2.J'-o}r fi•fl:• l•5' 16' NO 18'x18' 1,882 37% lfS OPT PCC SIDEWALK-a5 '---j ~pee S/DEtLK (TYP) 26 5,012 .] 2-1'-JJ: R.-11:· £.-5' 16' lfS (1-1' l) 18'x18' 16'-4· R•11:· l•6' 17' 15'x15' TYPE 'C' CURB Jc GUTTER TYPE t' CURB & GUTTER 5,012 2S 1,882 .JIJ% lfS OPT 8-1 5,930 5,.J06 1 ss NO 2,06-1 J9X lfS NO STREET 'E' CUL-DE-SAC 27 5,0J6 5,0J6 3 2S 2J'-9}r R-9:· l•5' ,,,, lfS {1-1' R) 18'x18' 1,882 37% NO OPT 85 7,819 5,#18 2 2S 2'1'-JJ: R•12;• L•5' 17' '/ES (17' R) 18'x18' 1,978 J6X lfS RE()'{) NO SCALE -J -J 28 5,0.JB 5,0.JB 1 ss 16'-,1• R•l',· l•5' 12' NO 15'x15' 2,06-1 ,f.f% NO NO 86 8,217 5,817 .] 2S 23'-o}r R-12:· L-5' 17' '/ES (17' L) 18'x18' 1,882 .J2X '/ES OPT Cl.: Cl.: I 102' ROW I 29 4,9.J,I ~9.J4 IZ ss 21'-1· R-5;• l•5' 10' NO 18'x18' 1,978 #JX lfS NO 87 8,726 5,706 1Z R2S 21·-1· R•10'; L-5' 15' NO 15'x18' 2,~ J6X NO NO ' ' SOUNDWALL I 10' 41' 41' 10' I JO 4,684 ~68-1 2 2S 2-1'-JJ: R-5:· l•5' 10' NO 18'x18' 1,911 -IIX 88 8,087 4,6.17 .] 2S 2.J'-9}r R•11': l•5' 16' NO 18'x18' 1,192 J9X I I lfS NO NO NO I _,;:;:;-~ ~ ..,,;," I JI 4,575 4,575 .] 2S 2.J'-9}r R-5.5'; l•5' ,as· NO 18'x18' 1,192 .]9% 89 7,57.J 4,891 2 2S 2-1'-JJ: R-12:· l•5' 17' 16 {17' R) 18'x18' 1,978 a RE()'D 32' g' 9' 32' /HDCHT PER PLAN * NO NO '/ES I I J2 4,#U ~48,f. 2X 2S 2-1'-JJ: R-5'; l•5' 10' NO 18'x18' 1,838 ,f.1% lfS R£(J'{) 90 7,651 ~731 .] 2S 23'-9}r R•5:· L-8' 1.J' lfS (17'1.. 1.J'R) 18'x18' 1,882 a YES OPT 8' MIN. 4 ~ I -c--/.5' I VARIES I II I ~~i JJ ~673 4,673 IZX R2S 21·-1· R•5:· l•5' 10' NO 15'x18' 1,884 #JX 91 8,312 4,767 .] 2S 23'-9}r R-5.5:· l•5..J' 1a8' lfS {13' l) 18'x18' 1,882 39X PER PLAN a• TYPE '8-t' NO NO NO OPT MEDIAN CURB ,-c-ENHANCED MEDIAN 2-1'-JJ: ' 5.5' I PAVEMENT i/ .],I 4,673 4,673 2X 2S R•5:· l•5' 10' NO 18'x18' 1,838 .]9% lfS NO 92 9,JJ-1 5,0J6 2 2S 2./'-JJ: R-5.5'; l•5.2' 10.7' 16 {1.J' R) 18'x18' 1,978 .J9X lfS RE()'{) I dr I l..1L J5 4,538 ~536 .] 2S 23'-o}r R-5:· l•5' 10' NO 18'x18' 1,192 .JO% '/ES NO 9.J 8,7.J-I 4,7# .] 2S 2.J'-9}r R•5!· L•l.5' 12.5' lfS {1.J' L) 18'x18' 1,882 a YES OPT 2% \ ..1L -1£ ~¢! I ' I !.' · · .--::-:: , · 'f . -·k>~:,J!//-)>/./.· // >J,{f"R, r,-~ 2-1'-JJ: 10' 18'x18' .s' 36 4,-15!1 ~-15!1 2X 2S H-5:· l•5' NO 1,838 ,f.fX lfS NO IN 8,3'6 ~725 1Z R2S 21'-1· R•6:· L•6.5' 12.5' NO 15'x18' 2.~ #% lfS NO i' DC ~AIL. 0 : :::,::~<•<;1:? ~ .. ,~1 ... ,_,i ,,:,.,_,_ ~· ,: .• · .. /.Li.'.// .. -.:/.': /l , .J7 4,580 4,580 2X 2S 2-1'-JJ: R•5:· l•5' 10' NO 18'x18' 1,838 #JX lfS NO 95 8,515 4,978 2 2S 2-1'-JJ: R•28:· l•5' JJ' NO 18'x18' 1,978 a YES RE()'D PCC SIDEWALK J8 5,2-1.J 5,2-IJ IZ ss 21·-1· R-11'; l•5' 16' NO 15'x15' 1,86-1 .]6% YES NO 96 7,9JO 6,0.JO .] 2S 2.J'-9}r R•2J;• l•5' 28' NO 18'x18' 1,882 31X NO OPT CURB & CUTTER CENTERLINE ELEVATION SHOWN ON PLAN Jg 5,282 5,282 3 2S 23'-9}r H•ff:· l•5' 16' NO 18'x18' 1,192 :JI% NO NO 97 6,919 6,095 I ss 16'-,f.· R•1J': L-5' 18' NO 15'x15' 2.06-1 .wt lfS NO *NOTE· 2-1'-JJ: PIH[RE SOUND WALL H[IGH T EXCEEDS 6' US[ 5' BLOCK WALL Wl'fJf ,I() 4,198 ~198 2 2S R•ff': l•5' 16' NO 18'x18' 1,911 #JX lfS NO !18 5,597 4,678 3 2S 2.1'-o}r R•5!· L•25' JO' 16 (12.5' R) 18'x18' 1,882 a NO OPT REMAINING HEIGHT TO BE GZASS ,,, 4,902 4,902 1 ss 16'--1· R•9!· l•5' 1-1' NO 18'x18' 1,192 .]7% lfS NO 99 ~89.J 4,89.J 2 2S 2-1'-J}: R•5!· l•l.4' 12.-1' '/ES {12.5' l) 18'x18' 1,978 «JX lfS RE()'{) -12 4,593 4,593 3 2S 2.J'-9}r R•l.5'; l•5' 12.5' NO 18'x18' 1,192 .J9X NO NO f(J() 6,220 6,220 1Z R2S 21'-!" R•5:· L•9' U' NO 15'x18' 2,08-1 .wt NO NO COLT.F:GE BLVD. (DW'G 390-9) ' -IJ 10,-129 10,-129 IZ R2S 21'-1" R-2J' : L=20' ,IJ' NO 15'x18' 2,(J{ff 20% lfS NO 101 5,626 5,625 .] 2S 2.J'-9}: R•5!· l•!O' 15' NO 18'x18' 1,882 .J.JX '/ES OPT NO SCALE # 4,961 4,961 2 2S 2-1'-J}: R•5:· l•l.5' 12.5' lfS (12. 5' L) 18'x18' 1,978 #JX lfS R£(J'{) 102 5,982 5,982 1Z R2S 21'-1" R•5!· l•12' 17' NO 15'x18' 2,08-1 J.5X 16 NO ---l---A---~~---J---15 8,002 7,558 J 2S 2.J'-9½ R-5:· l•-15' 50' NO 18'x18' 1,882 25X '/ES OPT 10.J 7.229 6,2:JI 2 2S 2./'-Jf: R•5!· L•16' 21' NO 18'x18' 1,978 J2X 16 RE()'{) • ,/6 8,0.JB 7,773 2 2S 2-1'-JJ: R--17': l•10' 57' lfS (15' L) 18'x18' 1,978 25X lfS R£(J'{) 10-I 5,587 4,568 .] 2S 2.J'-9½' R•5:· l•15' 20' '/ES {17' R) 18'x18' 1,192 J9X NO NO -17 5,161 4,963 3 2S 2.1'-o}r R•5:· l•ff' 16' '/ES (15' R) 18'x18' 1,882 .JIJ% lfS OPT 105 4,560 4,067 2 2S 2,t.'-JJ: R•5!· L•12' 17' '/ES (17' L) 18'x18' 1,978 #X 16 RE()'I) NO SI.OP£ IN THIS AREA {T'fP.,' - .f8 5,7-18 5,3'6 1Z R2S 21'-1" R•5:· l•18' 2.J' NO 15'x18' 2,~ .JO% NO NO 106 4,480 4,480 IZ R2S 21'-1" R•5!· L•11' 16' NO 15'x18' 2,08-1 ,f.7% 16 NO ~---I -~ ----..... _ -, ___ ------' ~i # 6,617 ~752 2 2S 2-1'-JJ: R-29} l•12' -11' lfS (17' L) 18'x18' 1,911 #JX '/ES NO 107 5,.]78 ~760 2 2S 2-1'-J}: R•2.J} l•5' 28' NO 18'x18' 1,911 «JX 16 NO L--. ,----,_ I--I -L.....:." 1' ~·; 50 5,27.J 4,66.J .] 2S 2.J'-9}r R•5; l=1-I' 19' lfS (17' R) 18'x18' 1,882 #JX YES OPT 108 5,951 5,0.J2 .] 2S 2.J'-9½ R•l': l•20' 27' NO 18'x18' 1,882 .]7% 16 OPT I / 51 5,214 4,906 2 2S 2-1'-JJ: R-5'; l•1.J' 18' NO 18'x18' 1,978 #JX lfS REO'D 109 5,5.]6 4,823 2 2S 2-1'-JJ: R-7.5:· l•5' 12.5' NO 18'x18' 1,911 a 16 NO 12 3 2 1 <->;.,<?' ~OP£ SETBACK COMPl/ANCE 52 5,#3 ~88-1 1 ss 181--1· R-5'; l•13' 18' NO 15'x15' 2,06,1 m lfS NO 110 6,808 5,6,IO 1Z fi2S 21'-1" R•l.5'; l•5' 12.5' NO 15'x18' 2.08-1 37% 16 NO ~ l.lNE AS SHOWN ON PLAN I 5J 5,27,f. 4,56-1 .] 2S 2.1'-o}r R-5'; l•f-1' 19' NO 18'x18' 1,192 .JO% NO NO 111 6,605 5,271 .] 2S 2.J'-o}r R•9!· L•5' 19' NO 18'x18' 1,882 36X NO OPT ~-t_ 'l ~-~ ~--L_ .J 54-5,086 4,36-1 IZ R2S 21'-1" R•5:· l•151 20' NO 15'x18' 2,084 #IX lfS NO 112 6,98.J 5,175 1 ss 161--1· R•9:· l•51 14' NO 15'x15' 2,06.f. a 16 NO SECTION A-A 55 4,96.J ~2-11 2 2S 2-1'-JJ: R-5:· l•15' 20' lfS {20' l) 18'x18' 1,978 -17% lfS R£(J'{) 11J 7,.]60 5,0.J-I .] 2S 2.J'-9}r R•9:· l•5' U' NO 18'x18' 1,882 .]7% NO OPT I\ NO SCAlE 56 4,907 ~19-1 .] 2S 2.J'-9}r R-5; l•15' 20' lfS {20' R) 18'x18' 1,882 -l5X NO OPT 11-1 7,706 5,345 2 2S 2-1'-J}: R•!O:· l-5' 15' '/ES (15' R) 18'x18' 1,978 .]7% 16 RE()'I} TYPICAL SLOPE SETBACK 57 4,9,I() ~252 2 2S 2-1'-JJ: R-5;• l•15' 20' NO 18'x18' 1,978 ,f.7% lfS RE()'D 115 7,.]88 5,.J21 .] 2S 2.J'-9}r R-16;• L-5' 21' '/ES (15' l) 18'x18' 1,882 J.5X 16 OPT CONPl/ANCE JJETAIL 58 5,/02 4,768 J 2S 2.J'-9}r R•5:· l•15' 20' NO 18'x18' 1,882 .JDX lfS OPT NOTE: UNITS WTH PORCHES OR COURTYARDS= 80 {70%} P.U.D. FOR NO SCALE R£1.#SED: A~2tXH CALAVERA HILLS (.) FOUND IN SUBSTANTIAL CONFORMANCE R£1t1SEO: O£i , 2002 VILLAGE X' ,:: H£(J(JfR£l) PROWJEl} X UNITS 1,1/N. R£1.#S£0: OCTUB£R 8, 2002 - \M4~Q.oo~A, llATE: UNIT 12.5' TOTAL A/ASTER PLAN SECTlON: R£1.#SEO: AIJG'IJST 2J. 2002 • 9/~/,,+ REltfSEO: APRIi. 8, 2002 V, rrP£ XtFIIIX5 XtF IIIX 5 S/Y S£7BACK6 BENCHMARK: ...., '1111(e)(2)(a) R£1.#SEO: JAN/JARY 5, 2001 ,:: SHEET 2 OF 6 SHEETS C MICHAEL J. HOI.ZMI OA!E OF PREPARATION: JANI/ARY 21, 2000 ...., P~NING DIRECTOR f(SS) 9% BOX 211!!(8}(2)(c) 'l'ld)f ESS 'S ::, 11/N 25% DESCRIPTION: STANOARO Al-10 STREET CENTmi.lN£ C~~TS DESIGNED BY: Iii, ,E: ,!M, 2llOD V, i>'1 J'.11/(8)(2)(f)(J) ~ ~y. 'II. ~~~ /£I.I. MONIJAl£NT DATE: ,:: RECOMMENDED BY: ,.,,,,.~ 1Z(R2S} 18% 76% DRAWN BY: KF. NC SCALE: AS SHOWN 0 ,;;: I~ LOCATION: CENTfRI.IN£ OF El OOIJNO REAL u DATE: '1111(8}(2)(j) "' -\ 2(2S) 11/N 25% J4X 72% tl.Q-r£.. 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DATE: t> -,1£ ~ Y U: \~~l;'.:,fi,\J-·--;U,I\'olt.l1C£C\l_;\'\1(;\:..;,\Lf\\llk1\\S':::,l'.)UXl-'O'.:; 1)\/;(; I · :n: -lOllj '.!.1'.:: J.1 r.);r1 ~'REF'S: 9020•~ I 129' r --I 222.6. CC) 1""'1--l /J6' },:f(;' ~'-F-~.~:.:r----------;i'------UL.dl I ,-,_ -21-1.0 'ffJ"D I L_ ~ ~ 12.-1 ©2003 O'Day Consultants, Inc. I ,. lb-H--_2_u_'. _,,,' b. I I ·•" . "\ --, I ~I 82 -- ' " . 111 \ i HECREA"ON i LOT --, L \ \'. 202.0 . \1 \ ··A \; · .. t~T CNII0 1 / I NOT£ II \ 45 3A (~~ 196.8 ElECTRONIC OATA flL£S AHE FOR REFER£NCE ONLY ANO ARE NOT 'fr) BE IJSED FOR HORll()'ITAl OR '.£RT!CAL SIJRW:Y CONTROL DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOAHD 11-10 STREU CDITmUNE IIElL NONIIIKNT CDITEJil.lNE OF B. CAJIINO REAL AT ENGINEER'S STATION -154+!92 PER R.S 1800-1 COIJNTY 8£NCH LEl£/.S (NO. C(XJNTY ',£RT. CONTRa DA TA) 68.,t.7!9 DAMI: IJ.S.C. ,t as. I I • c9.~;l, \ I \ \ ..:, P.U.D. FOR CALA VERA HILLS VILLAGE X' SHEET .J OF 6 SHEETS DESIGNED IIV: 1!11, JE DATE: JAN, 2000 DRAWN IIV: KF'. 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FOUND IN SUBSTANTIAL CONFORMANCE ...¥W.lll,l•IM· L-.,(');:.,,.M~,P..:~IIZli~ 'MIJQlPo:-~DAlf, t:t/tlt>t: MICHAEL UO~ PLANNING DIRECTOR 11;:~~j~ RECOMMENDED BY: ___ •~•-~··_'_· _., ___ -,.A,i!,------- DAIT:. ________ ~•-•~•~'-·~~-=''------- A <•;,~~~if.. GLENN PRu1< EN¥Ni ,..., RECOMMENDED BY: ~~_) DAIT. -e0$. ' I I I 11 -~- io4 z~Ar£R Z\. gpRDf"-""R£ •~· ~"'7 ~':, ./ ~".,· . 'I, )< ) I v • i'. .....•. lh""il ". ' "11'n '< ..,.....9 J.., / -. 'y "'-"'- NOTE II / ',-., q>.9 ,¢)(a. • 'b -, . '1 ELECTHONIC DATA f'IL£S ARE flJR HEFER£NC£ ONLY AND ARE NOT TO BE l/SED flJR HORIZONTAL OR 1£/?llCAl SURVEY CONTROi. ~~,~ ~'~ \. "'d '\ "' "' .(j.\ ' \· \b..\--11':" .• \\~ 1\ . ..-\1 \~, ~ 'CA~ "~ \ \ '.c\i ~\~~ . ·, ,._.._.. 2,i1 . -~, .) V-'----~ 17 >,/--i,.. -~ ~--io"'----~' \/ \, \' \\-,_\.,:~ IR BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Jl-10 STfiEET CENTmtH IIEll. IIONIIJl£NT CENTmtH OF El. CAAi/NO HEAL AT ENGIN£ER'S STA 110N ./51+92 PEI? I?. 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