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HomeMy WebLinkAboutCD 11-15; ROBERTSON RANCH PA 17; Consistency Determination., RECREATION SUMMARY PA'S UNITS SF,1JNIT REQ'o REQ'o RE¢ (SF) REC PROVIDEO ON-SITE' REQ'o 15X ACTlvf: ACTlvf: PROVIOEO' ACTlvf: NEEDEO AT PA 191 15 I 18 f(J/) 7,8()() 7,800 5,850 6,6<11 - 16 '2 85 200 /1.()()(} 21320 f:J750 /:1698 52 17 J. 109 200 21.800 19.616 16.350 9.095 7,255 18 I ff() 200 22.()()(} ,a 009 16,500 1a 009 6.491 21 8,1 200 16,800 10,360 12,600 jj_= 2,2IO TOTAL KR RESIOlNTAL ~ N/A L<fUU ,,,,_ /OS 6,#,05() 16,()J8 19 (51 N/A N/A 43,560 ~785 TOTAL KR MASTfH PIAN ,2,. 137.950 (1) RECREATION AREAS PRO VIDEO ON-SllE, SOP. 06-0,1 (2) LOTS 307 .t 308 PA 19 AREA PROVIDEO LESS MP-REQIJIREO AREA ~185 (43,560) (17.7.JJ) 6,181 5,790 (3) LOTS 305 .t 306 (I) LOT 309 (5) LOT 6 OF CT 02-16 'EXa/.JOES St.OPES OVER 5X LESS RES/OEN TIAL -RE()(JIREO AREA SIJRPlUS ACTlvf: REC. AREA PA 19 TOTAL SIJRPL/JS REC. AREA EASEMENTS OF RECORD EASO,llJ(,S PER PREIAIINARY 1171.E REP(RT BY FIRST AJIERICAN 1171.E /NSUHANCE IXll(pAIIY, NO. 2:W!!S~ (f/4) OATED 02-27--0Z INOI PURPOSE OWNER DOCUMENT REC. DATE DISPOSITION 1 PIPEUNE C.M. w.o. BK 1796. 'ri 112 O.R. 1-11-1930 1a.vTaAIM PER PR 08-78 2 PR/VA Tc ROAD TARRY 8K 67IO 'fl 102 O.R. 9-10-1957 TO REMAIN 3 PR/VA Tc ROAO LIOO LANO ca 8K 70/6./Pr. 5.J(i O.R. 4-1-1958 TO REMAIN " PIPEUNES C.M. w.o. FU E NQ 1852 QR. f-,(.-/96J TO REMAIN 5 ROAO CARlSBAO OOC. 200J-/,f.fl299 11-25-200J TO REMAIN 6 ORA/NACE CARI.SBAO OOC. 200J-111-IJO/ 11-25-200J TO REMAIN JYATER QUALITY REQ(JIREO TREATMENT CONTROL 8AIP TABLE MAINTENANCE MAINTENANCE lYPE DESCRIPTION OWNERSHIP AGREEMENT FREQUENCY FllTfH 810 F/lTRATION GENERAL NOTES FOR P.A. 17 ASSESSOR'S PARCEL No's. • TO TA£ ACRES. . • • • • • • • • • • • • EXISTING ZONING • • • • • • • • • • • • UNDERLYING ZONE PER ROBERTSON RANCH M.P.. PROPOSEO ZON/NC • • • • • • • EXISTING GENERAL PlAN DES/CNA TION • PROPOSEO GENERAL PlAN OES/CNA TION • RESIDENTIAL LOTS, • • RECREATION AREA LOTS. HOA LOTS • OPEN SPACE LOTS. TOTAL LOTS. STORM ORAIN /NI.ET BASKETS If/ HYDR08AR80N ABSORPTION vf:CETA leO SWALE P.A. 20 LOT 7 MAP 15608 . 168-370-1 Tl/RI/ 24 /Na.; 168-370-49 Tl/RI/ 66, INCi..; 168-370-77 Tl/RI/ 81, /Na.; 168-371-1 Tl/RI/ JI, INCL.; 168-372-12 Tl/RI/ 24 INCL.; 168-J70-5J Tl/RI/ 62, /NCI..; • 28.22 AC. • P-C {PlANNEO COMMUNITY} • RO-M • NO CHANCE • RM • NO CHANCE • 109 . 2 (LOTS 305 &-306} HOA HOA • 9 (LOTS 313, 316-320, 322, 326 &-327} .0 • 120 OENSlTY. • • • • • • • • • • • • • • • • <I. <I OIi/ACRE UNOEVEl.OPAB/£ AREA, Aor. . ... SCHOOi. OISTRICT • WAleR OISTRICT. SEHCH OISTRICT. , SEHCH DEMAND • 1A VERACE WA TcH OEMANO • I :PEAK WA ll'R DEMANO (FIRE). ,POTABI.E WAleR PRESSURE ZONE. EARTHMJRK. • • • ' 'TOPOGRAPHIC SOURCE. I ' ©2007 0 Day Consultants, Inc. G:\OttOl4\PAt7\1t93CD01.dwg Sep 30, 20tt tt:24□m .N/A .1,090 AOT (109 UNITS x 10 AOT/ UNIT) • CARI.SBAO UNIFIEO SCHOOi. OISTRICT • CARI.SBAO MUNICIPAL WA ll'R 0/STRICT • CITY OF CARlSBAO • 23,980 GPO (109 OIi} ~ .02<1 MGO 1 EDU= 220 GPO . 59,950 GPO (109 UNITS X 550 GP0,1JNIT) .1500 GP/,/ • HG£ 255 • (SEE CRAOINC ANAL YSIS) • C. T. 04-26 Xrefa: t193CO: Ott4BGRO-REV: Ott48Sffi; Ott48MAP; Ott4TP-G; Ot14AMAP; 01t4GSIT CCJd?S .t 8MP ITARLY MAINTENANCE AGREEMENT CCJd?S .t BMP ITARLY MAINTENANCE AGl?ElMENT PARKING SUMMARY REOUIRED PROPOSED RECREATION RESIDENT VISITOR RESIDENT' VISITOR" AREA {_GARAC£2 {_ON-STREETl PA 17: 218 JO 1 218 181 • PO ORO/NANCE RE(}(JIRES A 00 CAR GARAGE PER SING££ FAM/£ Y Ol+fl.LING. "PO ORO/NANCE REQIJIRES 5 VISlTOR PARKING SPACES FOR THE FIRST 10 UNITS Pl/JS 1 SPACE FOR EACH I UNITS ABOvf: ta UNIT TYPE SUMMARY PlAN I {ONE STORY) PlAN IX (BON/JS ONE STORY PlAN 2 {00 STORY}_ PlAN 3 (00 STORY) 18 {16.5X} 26 (2J.9X}_ JJ (JO.JX}_ 32 (29AX} GRADING ANALYSIS CUT: Fill: N/.4 ( N/.4 5 CRADEO Hf TH C. T. 0#-26 FLOOD ZONE DESIGNATION CITY OF CARlSBAO FIRM MAP No. 06073 C 0168F &-0768F OA leO ,l/NE 19. 1997 ZONE X -AREAS 0/JTSIDE THE 500 'r£4R flOCO PLAIN ANO ZONE AE -BASE flOCO El.EVA TIONS OETcHMINED LEGAL DESCRIPTION LOT NUMBERS I THROUGH -IJ INCt.USlvf:; LOTS 64 THROUGH 99 INa/JSlVE;· LOTS 100 THROUGH 1/6 /Na/JS/vf:; LOTS UT THROUGH 159 /Na/JS/VE;• LOTS 190 THRO/JGH 19<1 /NCt.USlVE;· PER MAP Na 15682, FllEO IN THE OFFICE OF THE COfJNTY RECOROER OF SAN 0/EGO CO/JNTY AS FllE N0,2008-0192971 ON APRIL fl. 2008. LOT SIZE SUMMARY SEE SHEET 2 I/ JJ;/ 9985 C'1 00-02 RECREATION KEY MAP AREA {PA-192 SCALE: t • = 400' 7 (6 PS f 1 HC) OWNER/DEVELOPER • CAlAvf:RA HILLS H, llC A CALIFORNIA LIM/TEO LIA8/l/TY COMPANY P.a BOX 8510# SAN 0/EGO, CA. 92186-5/0,1 (619) 79-f.-1252 BY: BROOKFlllO TAMARACK llC A OllAWARE LIM/TEO l/A8/l/TY COMPANY ITS: MANAGER /J BY: J7: 11· fnA: 0A1c:1t-r-1-,11 ITS: VP BY: ~ }CA OATE: 12--1-11 ITS:'-' C..f"o (✓y I NOT TO SCALE PACIFIC OCEAN CIVIL ENGINEER/LAND SURVEYOR • D1JA Y CONS/Jl TAN TS, INC. 2710 LOKER Avf:N/JE HE.ST, S/Jllc 100 CARlSBAO. CA. 92010 (760} 931-7700 CONSISTENCY DETERMINATION EXHIHIT (\ FOR PROJECT NO. P.U.0. 06-IJ(A) ~ n,J Date i/fl//2.. Don Neu, Planning Director r 1 f/f/16 PM 17985 o·, oo· 400' 200' 800' SCALE: 1" = 400' SITE I L .. cri L .. , ! arr OF VISTA :r-·-, ROA U CITY OF ENCINITAS VICINITY MAP NO SCA££ BENCHMARK: DESCRIPTION: STANDARO M-10 STREET CENll'RLINE l+fl.L MONUMENT LOCATION: CENlcRI.INE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 SHEET 1 OF 6 SHEETS P. U.D. 06-13(A)_ C.D. 11-JX,:5 t'ONSISTENCY ,, DETERMINATION P. U.D. AMENDMENT FOR ROBERTSON RANCH EAST VILLAGE PLANNING AREA 17 LEGEND SIJBO/VIS/ONBOI.INOARY ••••...•.•..••••••••••••••••• -------- PROPQSEOlOTllNE ••••••••••••••.••••.••.••••.••• ------- i:;T~f · .................................. eB PROPOSEO PAO ELEVATION. . . • • • • . • • • • • • • • • • • • . • • • • • • 126.1 EXISTING CONTO/JRS ••••••.•••••••.••••..•••.•..•. EXISTINC WA leR MAIN . • . • . . . . . • . • . . • . • • . • • • • . • • • • • • EXISTING Bl.OW-OFF VAL vf:. • • • • • • • • • • • • • • • • • • • • . • • • • EXISTING MANUAL AIR RELEASE VAL vf: • • • • • • . • • • • • • • • • • • • EXISTING SEHCH MAIN &-A.H. •••.••••••••••••.•••••••• EXISTINC SE/lf:R FORCE MAIN &-A.H. • • . • . • • . • • . • • . . . • . • . EXISTING STORM ORAIN • . . . . • . • • • • • • • • • • . • • • • • • • • • • • EXISTING FIRE HYDRANT • • . . . . . • . • . • • • • • . • . • • . . . • . . . EXISTING STREET LIGHT •.•••••.••••••••••••.•••••••• PROPOSEO HANO/CAP RAMP. • . . • • • • • • • • • • • • • • • • • • • . . • PROPOSEO OR/vf:WAY APPROACH. • • • . . • • • • • • • • • • • • • • • • • PROPOSEO CONCREle CROSS-GIJTleR •.••••••..••••.••••• EXISTING SOUNOWAll • . • • . . . • • • • • • • • • • . • • • • • • • • • • • . PROPOSED SPLIT FACE,,vECORA Tlvf: RETAINING WALL •.••••••••• rl}a°ffu3/r£if2.· f MAX) ..•.•..............•....•. GRADEO SWALE • • • • • • • • • • • • • • • • • . • . • • • • . . • • • • • • • • PROPOSEO WA ll'R MAIN • . • • • • • . • • • • • • . • • • • • • • • • • • • • PROPQSEIJ FIRE HYDRANT • • • • • • • . • • • • • • • • • • • • . • • • • • • PROPOSEO SEfff:R MAIN .t A.H. . .. .. . .. • .. .. • .. .. .. .. • PROPOSEO STORM ORAIN &-C. a . . . . . . . . . . . . . . . . . . . . . . . PROPOSEO CURB INLET. • • • • • • . • . . • . . . . • • • • . • • • • • • • • PROPOSEO STREET LIGHT •••.••••••••••••.••••••.•••. REAR YARO RECREATION AREA •••••..••••••.••••.••• MP-150(H) SECTION Vfll(B)(2X.i) (15'xt5' FOR SINGI.E-STORY &-MOOIFIEO SINGI.E-STORY; 18'x18' FOR 00-STORr) HO/JSE Hf TH ENHANCEO. . • • • . • • • • • • • • • • • • • • • • • • • • • • • SIDE ELEVATION 260 -~- ---W -- ---,,4t,-----____ -- ---<>----.5 - ----0-FM- -SD-- -ll ~ OR ~ ~ J l A1,· ,,,,, :l. ---If--- -I ---5-----0--fr- --a OA le OF REVISION: SEP. Jll 2011 DA le OF REVISlON: SEP. 10, 2008 ROBERTSON RANCH PA-17 OA Tc OF REVISION: MAY 6, 2008 DA le OF REVISION: OEC. 12, 2007 DA Tc OF REVISION: OCT. 15, 2007 OATE OF PREPARATION: A/JG 2(), 2007 SHEET 1 OF 6 SHEETS DESIGNED BY: K.H.. T.C. DRAWN BY: J.S.. G.M. PROJECT MGR.· G.0. ENGINEER OF WORK DATE: AUG. 2007 SCALE: J,S SHOWN JOB NO.: 01-1014 RECOMMENDED BY:a<¼v {~ DATE Cll /10 / 1~ RECORD FROM: CO/JNTY BENCH LEITTS {Na COUNTY VERT. CONTROi. DA TA) 2710 Loker Ave. West Suite 100 Carlsbad, California 92010 760-931-7700 Fox; 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying DATE: ELEVATION: 68.-179 OAl/JM: /J.SC. &-G.S RCE: -----··-----------------·---------------------------- 01Z51Z --I - PLANNING AREA 11 FRONT POI.ICY FRONT POI..ICY FRONT POI..ICY LOT AREA PAO AREA PAO YARO 442 LOT AREA PAO AREA PAO YARO 442 LOT AREA PAO AREA PAO YARO 442 i--=L..:...O_T ,,_l-+____,_(.:..:.'SF..!..J----4____;(1..:.'SF.:...<:')_~Ac..::U~N~'--l!'"'~'O.!.!:l-fi:!,!RA~'t:$~SE=T8.:::!..~~CK~ll~~l.l~:All61 II--L_O T-'l"--4---'-(_'SF.,<...j--j.----'('-'SF.-<-j-1---'A-=U::.::N.,:_,-1=C=O·=l-fi::.::RA:.:.:l~=-l-'SE=llJ.:;.:.;:4=CK-'-l"--'ll~~l,l,=-l'l~,lt 1--=L-=-O T'---!!...l---l-____,_(-='SF.-'-j----4_ti.="SF.:..t.j_~Ac..::U~N~' ~IJ~'O.!..=l-fi:!.!RA~lr.J:~SE=TB.:::!..:4~CK~ll~;lf~!Al,/1 1----''---Jf----"6.='2"='--+-~51'~V"'-------+-~2A=R~-+-J0.=·8.=!.f'--+--'-'-n=.1-+--'-'-x-+---+-<x'----l1----'-'"2~--J---"6=60=1--+-----'<.54-5.='.J-+-__,_,1x,,,.'C'----+-"'M."".1""::r_+-_,_,,19.""_3'---+-+-"'x--+-'x'----l1---=11_,_-1_-1-__,,5,=ooo""'----+--'<5000=-+-------'-''x,='C,__-+~"1.=.1=%-+-~'8.=.5,__+---+--"x--+--'x'----l 1--~2---Jf----"6=/J.='2--+-~6=1J.~'2-+-~'X,~:4R~-+~.J8.=.J.=!,f'--+--'-''l.=.6'---+--'-'-x-+---+--'x'----ll-----'-',fJ~---+---"6-"'69'--',f--+------"'55,""06"'-------+--"Ji"'C_-+_J...,_..7..,_,.6..,,.%_+-_20.=·0,__+--'-'-X+---+-'x'----ll----'-'11-"-5--l---"5,""000""'----+--'<5000'='<_+-__,J.,,,_,1,__-+~,ff~A=!.f-+-~'"=·J,__+--'-'-X-+---+--'x'----l J 7068 7068 J8R 29.J% 14.1 X X 6,f 5000 5000 2AR J5A% 15.0 X X 116 5258 5258 2CR JJ.7% /4.,f X X 1--~"---lf---~55.=2=9--+-~55.=2~9--+--------'-''B,='R,__--l--~"2=.6.=%-+-~'8.=.0,___<-"'-X---l--'-'X-+-"X~,1---~65~---+---"5,=000~---+-~5000=-+-------'-''X,='8'----+-'-'-"l.~-'=::r-+-~'8.=8'----+---+--'-'x--+--'x'----l~-~'~"'--+--'l.~:55.=2~---+---'5~1.=:J5'----+--=28~---t~J0.=.=9%~-t-~'=6.~9--J~X---+-X-+---; 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J.=!,f-+-~'J.=.8'----+--'-'-x-+---+--'x'----l 85 5786 5786 JAR J5. 8% 14. 0 X X 1--~19'-'-1--+------"6_,__,18=6--+-_50=1=0-+-__..,JCR~-t--~41~A=::r-+-~'o.=. 9'---+=-x+---+--'x'----l 1--~2.='5'-----Jf--_7:=98=6--t-~16=56~---+-~2=:4,__-+~2J.=1='%~+-~'2=.9'----+--'-'-x-+---+--'x'----l 86 6378 6J78 IXCR 36.9% 209 X X X 1--~'9.~'2--+-__..,6.~1'1=9--+-~50~'1=9-+-___,,2AR~-t--=J5.=1=%-+-~'6.=.2'----+--'-'-x---t---t-'-x'--t ,__~2,='6'------lf----_8=7J.='.J--+-~65~,f~1--+-~J8,='R~--1--~Jl=.6.=%-+-_,a=.6'---+--'--'-x-+--+--'x_,__, 87 7J9! 6420 28R 21.6% 150 X X 193 6J12 5078 38R 408% 10.8 X X X 1---~2=7 _ __,f---~l.='JOIJ~--,--5=105~--+-=!XB.='R~-+-,f6,=·1=%--+--_!9.=.J'---+--'--'-X-+-'-'X'---+--'X_,__, 88 9522 7295 IC 32J% 20.1 X X X ,__~19~'1--+-~7.=19=0--+-~5=11~9--+--~1Xi='CR~-+--,f6,=·0~%~+--18.=5-+--"--'-X-+--'-'X-+--'-X'----l 1---~2='8'------lf---~1._.__,11=9--+-~5,=0J.~7--+-~Ji='CR--+_,f!=.2=!.f--+--~14.=.0,__+--'--'-X-+----+--'X_,__,1--=IOO~--,f----6='51=8--+-~6~0"6~--+-~2,='8---1--~29.=.J.=!,f'----+-~21=.2-+--'--'-X---l--'-'X-+-_,,__Ji_05_•_• __,f---0._.9._'2_A_C__, ___ -+-----1-----+----+----+--1r-1 1---~2.=9'------l>-----1.=11:_9_-+-~5=16=8--+-~'0,='R~-+~-15.=·6.="°~-+---2_1._1--+=x-+--"x'---+--'x_,__,1-_=10~1-~_s.=51i_o_-+-_52=~='J--+-__,J.~,1,__--1--~J9.=·6.="°'----+--"=•5c__+--'--'-x-+--+--'x,__,,__.;_'06_'_' __,f---1J._,_-19_5_SF__, ___ -+----+----+----+----+----1r-1 1----Ji='O'------lf---~7.=f 2~'--+--5.=32='2--+-_2~:4R_-+_JJ.=. J.="'--+---19._.3_+--'--'-x-+--+-"x-'--i 102 5616 5353 1 XC ,,,,_ 0 % 18. 5 X X I----J._IJ_•_-+-_16_6_4_SF_-+----+----t-----+---+--+--+---l 1----~Jl_---l,___li~'Of=J--+-_55~4~7--+-_IX,-'BR~-+~'12~.5.~l.f'----+--~1=9.=.6-+--'--'-X-+-"X'---+--'X-'--i /OJ 55-16 5,f-0.J 2A J28% 16.0 X X 1---'J.-'-'16'--•--+----'-6.=10'-----'-'-SF--+----+----t-----+---+--+--+---l l----'J.""'2'-----,l--~7.~7,f.__.Oc__-+----'-li='OB=6-+-__..,JC=Y?_,___--+__,,,29."-'.J.'-'-'!.f'---+-----""22.,_A~+--'-'-X-+--+'x'----lf--"'=0,f'----+--"'--5,f,__,_7'_,__'4_+-~5=W~_1-------"'8"----J~,fJ.=·'--"4:r"'------l---''-"'9.-"-3-,1---1--X"---+-"----lx l---'J.'--17'--•--+--'~0Ji~'O_SF_-+----+----+----+---+--+--+---l 1---JJ~--+--58.=!2='3~-t----"5,=08='9-+-~2.='BR_,___--+~J.f..=.8.=!.f'---+-~18.=5,__+--'-'-X-+-"X'--t--H--"!=05~--+--"'--5,f=0'0~--1--__,5~40'0~-1--~JCR~--Jl----".;=a,'--",f:f"'------+---'f_,..,0._,,_9_,f---'X-+--+-"----IX 1---J_18_•_-+-_J._'2,_12_'0_SF---+-----+----+---+-----+---+--Jr--l J4 5511 '197J 18 41.4% 21.0 X X 106 5259 5259 28 JJ.7% 11.9 X X Jt9• 10217 SF 1--~35~--+-~8.=98='8--+-~5.6.='J.~7-+-___,,2A=R~-+-J=1~.4.=:-r-+-~',,,=•4_+=-x+-c+----x'----l~-~'o=1--+_5=1=00~---+-__,5~1=w,__-+-_=1x,__,_;,i_-+-_4-5.=·=':r~-+-~'=8._,,,_8--J_1---1---'-'----lx ,___J._'2o_•_-+-_8_'4<1_SF_-+-----+-----+----+----+--+--+--1 J6 6889 5088 1XBR '16.J:f 19.J X X 108 5198 5198 2CR J,f % 15.5 X X J22* N69 SF Jl. 7003 5284 JBR J9.2% 11.6 X X 109 80Jf 80JI 28R 22 % 10.0 X X J26• 1517 SF ,__~J8~--+--8~75.=2--+-_64.~2.='2--+-_ICR~-+--J6.==.l.=l.f-+-~'8.=6-+c"X--l--'--'X-t--"-X'----l>--'~'0--,.._~51~26_-+-_5-12-'6_~~'=CR~--,-,f6=•~:r--+-~20.~-~o__,_l-"x-'---l-'"--<x I---J._'27_•_-l-_40'0_7_SF_-+----+----+-----+---+--+--+---l ,__~J.=9 _ __, __ 86=1=J ___ 6,,-4~1--+-_Ji~CR--+-_J.=i2.=.2=!.f--+--~'2=.9-+--"--'-X-+--+--'-x'----l.--'~"--+--sooo=--s-"-_-+-~5.=ooo~--11--~JB-____,~1=1.-4:r_-+-_1-1.6~-t--"-x'--+-_,_'"--'x 1------Jf-------+-----+----+---+-----+---+--Jr--1 40 6913 5559 2AR Jl.8% 200 X X 112 5000 50'00 IA '11.0 % 18.8 X ,ff 6766 5525 JBR Jl.5% 15.6 X X 1/J 5000 5000 re 41.5% TOTAL J4 18 J4 NOTES I. i?' IND/CA TES Rfl-ERSED flOOR PLAN 2. ':I'' !NO/CA TES MEETS "F'Ol!CY ,f,f DESIGN CUIOEl/NES" (SEE OEFIN/TlON BELOW) DEFIN/TlON POl/CY 4-1 DESIGN CUIOEl/NE NO. 12 FOR AIERAGc SIDE YARD SETBACK POl!CY ,f,f DESIGN CUIOEl/NE NO. 15 FOR FRONT PORCHES POl!CY ,f,f DESIGN CUIOEl!NE NO. 16 FOR FRONT ENTRIES POLICY 44 SUMMARY CU/DELINE No.12 No.15 NO. OF UNITS lliAT MEET CU/OLINE 8J UNITS 57 UNITS No.16 85 UNITS 1109 UNITS TOTAL BU/LO/NC COIERAGE PLAN I = 2,J56 SF PLAN IX= 2,J56 SF PLAN 2 = 1,770 SF PLAN 3 = 2,01J SF %OF TOTAL UNITS• 76% 52% 78% AIERACE FRONT YARO SETBACK= 165' IJ.O X X TOTAL JO 2-1 JO • H.QA. LOTS "RECREATlONAL AREA LOTS CONSISTEJ\'CY DETERMINATION EXHIBIT Q FOR PROJECT NO. P.tJ.0. 06-IJ(,4) n 21u Date !/II / !2. Don Neu, Planning Director 1 • RECOMMENDED BY c;:),., .. t-l1,___ DATE o,\,o\ \'°;).. TOTAL 19 15 21 ©2007 O'Day Consultants, Inc. I P:\011014\PA17\ConsistDelerm\11~JC002.dwg Dec 07, 2011 3:48pm trefs: 1193CD BENCHMARK: DESCRIPTION: STANOARO 1,/-10 STRE£T CENTERLINE Mll l,/ONI.Jl,/£NT LOCATION: CENTERUN£ OF £l CAMINO R£Al AT £NG/NEFJ?'S STATION -15-1+ 92 P£R R.S 1800-1 RECORD FROM: COUNTY 8£NCH l£ITTS (NQ COUNTY vf:RT. CONTRa. DA TA) ELEVATION: 68.-179 DATUM: /J.S.C. .t GS. SHEET 2 OF 6 SHEETS P.U.D. 06-1:J(A) C.D. 11-1~5 OAT£ OF Rfl4SION: NOV. l,f., 2011 DAT£ OF R£v1SION: SEP. JQ 2011 OAT£ OF R£v1SION: S£P. IQ 2008 OAT£ OF R£v1SION: MAY 6; 2008 ROBERTSON RANCH PA-17 DA TF OF REVISION: DEC. 12, 2001 DA TF OF REvfSION: OCT. 15, 2001 DATE OF PREPARATION: A/JG ~ 2001 2710 Loker Ave. West Suite 100 Corlebod, California 92010 760-931-7700 Fox: 760-9J1-8680 ODoyConsultonls.com Civil Engineering Plcmning Processing Surveying SHEET 2 OF 6 SHEETS DESIGNED BY: K.H .• T.C. DATE: AUG. 2007 DRAWN BY: J.S.. 0.M. SCALE: AS SHOWN PROJECT MGR--· ~G-=O•~-JOB NO.: 01-1014 ENGINEER Of WORK • 012s12 --\ - i PROPOSED 6'°" SOUN/) WALL ) 2' 29.5' JO' VARIES 5l'-54) VARIES l02'-118' VARIES (51'-64) 18' TRAIL EASEMENT MfflWJfG £:.XjST. 6" TYPE 6' TYPE •c• CURB & GUTTER i; CURB & CUTTER REMOVE EXIST. /0'1AC 0/TCH PAVEMENT WIOENING 'ER owe 433-6 EXISTING CANNON ROAD (REACH 3) • 10' 81 l-1 0.6. TRAIL 2· ,~ ~~1-~7' \ 3-'>· VARIES EXISTING 6' l)P£ 'G' CURB ,t GUTTER EXISTING 5' AC PA VEYENT OVER AGG'i'EGA TE BASE 51' STA 150+2,t.. 18 TO STA. 164+40.13 TRAFFIC INOEX ,. 8.5 VARIES 102'-112' VARIES 51 '-61) J2' VA YES VARIES 32'-52' {8'-18'} 9' 10' 5.5' EXIST. 5• AC PA VEYENT OvfR ACGREGA TE BASE 5' PROPOSEO 6' SOUNO WALL BER/I (4' MAX} EXISTING COLlEt;E BLVD. {REACH B,) (PER DWC W-6) /J' STA. 103+34.72 TO STA. 116+25.39 TRAFFIC INOEX ~ 8. 5 NO SCALE 60' ROW 17' 17' 13' 6" TYPE •c• CURB &-CUTTER VA!j!ES, CENTERLINE ELEVATION 7.5 -IO 5' SHOl'rN ON PLAN EXISTING WIND TRAIL WAY 6 STA, 11+62.35 TO STA. 16+15.95 " 78' ROW 10' 39• 39' 10' LANDSCAPE 10' 29' 29' 10' LANOSCAPE BUFFER o-----+-----~-----.,..-----~-----,-----1 BUFFER ~fi 4' VARIES 5' 4.5'-10 JO' 8' 20' 4.5'-10' 5' MEANDERING PCC SIDEWALK AC PAVEMENT AC PAVEMENT ELEVATION SHOIIN ON PLAN 2% - 6" TrPE "'G" CURB ,t GUTTER 4' AC PAVEMENT OVER AGGREGATE BASE _ _.,- THICKNESS TO BE DETERMINED BY R-VALUE TESTS (6' MIN.) EXISTING HILLTOP STREET 6 STA. 10+00 TO STA. 12+12.10 TRAFFICll«X• 6 78' ROW 6' TrPE 'G' CURB & GUTTER 10' 39' 39' 10' LANDSCAPE 70' 29' 29' 10' LANDSCAPE BUFFER i----------~-----.,..----------...-----, BUFFER VARIES 20'-Jo' "~-1-5• l~¥o AC PAVEMENT "- 8' MEDIAN CURB VARIE. 8' 20' o'-10' AC PAVEMENT .,.---ELEVATION SHOl'rN ON PLAN t:::: =::J\.~"'1 MEANOERING J -,, -} 1"!-~~"""""'"~ PCC SIDEWALK 2% 6" TYPE "G" CURB & GUTTER 4' AC PAVEMENT OVER AGGREGATE BASE THICKNESS TO BE OETERM/NED BY R-VALUE SEE LANDSCAPE Pl.ANS FOR MEO/AN DESIGN {HOA MAINTAINED) EXISTING HILLTOP STREET 6 STA. 12+72.10 TO STA. 13+62.10 TRAFFIC ll«X ,. 6 NO SCALI MEANDERING PCC SIDEWALK 6" TYPE "G" CURB & GUTTER ~-1- SHEET 3 OF 6 SHEETS LOTL/,"''E HICHPT. U.D. 06-1:J(A) '" TYPICAL UNLESS ~ --.--,-c--~-?'ir--No_m_o o_,m_'ER_w1sE C.D. 11 _ 1 A.'5 ~ ~ I I'-~; ~ l I~ -1,i;::~~~:.r---'--, ~ I I TYPICAL BLDG. FOOTPRINT 5' MIN FF=PA0+0.5' ,-t--t--;--11% At« AT CENTER OF DRMWAY EXIST. UNDERDRAIN PER owe 408-4 --- NO MOUNDING THIS Alifil (TOP OF SLOPE 0.5' MIN ABOVE SWALE & NOT TO EXCEED FINISH PAO [LEV.) ,-,-PLACE FIBER ROll OUR/NC CONSTRUCTION ' . • -· NOT£· I) LOTS Will SURFACE DRAIN UNLESS SHOWN OTHERWISE. 2) TYPICAL LOT ORA/N,4CE PER GS-15. R.0. w. CURB & CUTTER TYPICAL FINISH LOT DRAINAGE AND TEMPO.RA.RY EROSION CONTROL DETAIL ,it ~ 0.5' NO SCALI 60' ROW 13' 17' I 17' 5' 6' TYPE 'G' 1. , CURB & GUTTER J' 2% VARIES -- MEANDERING OG TRAIL MOW CURB I' MAX 4• AC PA l,,f),(£NT OVER ACGREGA TE BASE IJ' FOUR PEAKS ST. NO SCALE • 5' TRAIL STA. l3+91.98 TO 32+50.(X) "MOW CURB 19+15 TO 21+15 60' ROW 17' 17' 13' 5' 2% IJ' 5' 1.5' 7. , 5' 6 11 T'rPE 1G11 CURB & GVTTER J' 2% 2%" -- PCC SIDEWAlK 4• AC PAVEMENT OvfR AGG'i'EGA TE BASE t a , 5' FOUR PEAKS ST.. BUCK RIDGE AVE., NORTH FORK A VE. & PERALTA ST. NO SCALE • LANDSCAPE Bt/FFER AT STREET S/0£ Y.4tw. TR~CJN~;6 ~ NO SCALE °" "2:1 MAX PORTION OF PARKWAY FOR STREET C STA. l9+(X) TO 27+90,it ~ 0.5' 5' ©2007 Q'Day Consultants, Inc. G:\011014\PA17\1193C003.dwg Sep 30, 2011 11:26om Xrefs: 119JC0 IJ' 17' 6" TYPE "G" CURB &-GIJTTER 60'ROW 17' CENTERLINE [LEVA TION SHOl'rN ON PLAN IJ' 2% - EXISTING GLEN AVENUE 6 STA. 10+00 TO STA. 23+92.82 TRAmC INOEX ; 5 NO SCALE 10' PUBLIC PEDESTRIAN ACCESS EASEMENT ----- 6 EXISTIN/J ROAO IMPROVEYEN TS PER DUG. W-6, er 02-16 CONSISTENCY DETERMINATION EXHIBIT Q FOR PROJECT NO. eu.D. 06-!J{A) ~-21.{( . Date v11.lt? Don Neu, Planmng Director RECOMMENIJEDBY <i::)a.,.-.. ~~' DATE: <::>\ \ 10\ l'}- '(°?-OfESS/o~ ~~ 00..,,,., ~ ,-:. "' "' -i3 NO. 32014 )Ii '#, EXP. 12/31/12 SJ * * ~~ IV\\. (J(-,&:,'t' Dr CA\.I~ 56' ROW 36' 10' 18' 18' 10' 0.5' 5' 4.5' f ~5' 5' 0.5' J' 2% 2% PCC SJDEWAlK 4' AC PAVEMENT OvfR AGG'i'EGA TE BASE TYPICAL 'CUL-DE-SAC' -ALANDE.R CT. & MASTODON CT. • STA. 32+33.19 TO STA. 33+68.89 GLEN AvfNUE STA. 18+61.16 TO STA. 2J+J5. 71 STREET 'F' NO SCALE BENCHMARK: DESCRIPTION: STANDARD 1,1-10 STREET CENTERLINE Ml.L l,((JNUMENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENCINEER's STATION 454+92 PER R. S /8(X}-/ RECORD FROM: COUNTY BENCH lEVEI.S (NO. COUNTY VERT. CONTRa OATA) ELEVATION: 68. 479 OA TVM: U.S. C. &-GS. DA TE OF REVISION: SEP. Ja 2011 OA TE OF REVISION: SEP. ta 2008 OAlc OF REVISION: MAY 6, 2008 ROBERTSON RANCH PA-17 DATE OF REVISION: OEC. 12, 2W7 DA TE OF REVISION: OCT. 15, 2007 DAlE OF PREPARATION: AUG. 2a 2001 2710 Lokcir AvlJ, Weiiit Suits 100 Carlsbad, C□lifomia 92010 760-931-7700 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying SHEET J OF 6 SHEETS DESIGNED BY: K.H .• T.C. DRAWN BY: J.S., G.M. PROJECT MGR.· G.O. ENGINEER OF WORK DATE: ,00, 2007 SCALE: >S SHOWN JOB NO.: 01-1014 DATE: RCE: 012512 --l - .~' \ x IJ/.0 \ PROPOSEO 20\ EASEMENT TJ ,0c £ ©2007 O'Day Consultants, Inc. ~:\011014\PA17\1193CD04_JT.dwg Sep 30, 2011 11:27cm • I I I I \ I I \ I I - 5.0' @ "'~0 123.8 5.0' _L 12 .J -\-I,,;,=,...~ I I I~ I I :-,,i I ~-_J 50' 8.0 •• \'J. @ 124,8 II:== ---- ' I I I I I I 115.69 • I I I I JJ I -.. I l :2:15 BUCK RIDGE Av& __ --5-5 --+-I ----;;;11~.~ _ 117.19 116·69 - -- -s _,,o "' 0, .. --If----I I • --·· ---~--------------·· --:-:::: ;::: --· I \ I I I I I I \ ~ --:J --------_ ... ---__ .. \ \ I I I I . ' I I I I I • I I -w-=-I I I I I I • --· ··-· ------ ' ---···-· --· _., --·-···- v-'__ . I I I I I I - -~.s -~ "' frefs: 01148GRD-REV; 0114TP-G: 1193ABLD; 1193CD; 0114GSTR; 0114GMAP; 0114GUTl; 0114GGRD; 1193AGRD; 1193ABL0-4; 1193CD-TXT; 1193ABLD..,.rev; 1193CD-TXT_rev 123 .a' .. \ • \ \ 64 2AR R 128.4 I I ----1 ' I I I I I I F \I 1o}J5 --------=---=--=· ----' '" -.·.· .. ·:.;./, .... 7 ---:---"--·~ !,.,"'+'"" ' _::..., ., ',, .. FOUR PEAKS ST. 25 ~ 127.54 127.04 __ - • . "' ~ \::> "'· "'· .. ~ s ,<JfiJR_...;a~.oJ--t~-1 ® 129.7 26 128.04 I I ~ 5.0' R 128,9 11 al ~ 6. 4' JO -t--'r·O;....' ----,,~6.[..!'1.ct.1~~5!.,J_ Ii=--1---r I l..J I L1g~y 'J!i' ----~20 -~ ~ "' 5.0' ~ --,._, __ .......... ___ -··········--~ ... :::-: .. ---· ·-..... --·-.. , .. :::: .:_-:: -- ---1 1· --7 ----I \ I I r-_ -..... \ \ I I I I I I I I I "µ' ===t-, I I ;;; 50 • 112.69 114,5 68 28 .a' 102.0 ruB ~ 5.0' I I -_...,, -~:::=:= :::.=::: ~ ~99 21 =-~~20 -. j{/ =' -= 0 100.78 ---=-~ : --79 i ~ 1 f,r;t 99 99 ~ 1oi.s6J{OR'J'!f l'J)if{ .AfD-'--· --- __. -I I I I @ R IJl,O 8...J II w----• _.. -I I CONSISTENCY DETERMINATION EXHIBIT Q FOR PROJECT NO. P.IJ.0. 06-IJ{A) ,o X Date //11//2. Don Neu, Planning Director' 1 RECOMMENDED BYQ°'¾-'LJ. - DATE C?I \; o \ 16-.. I I -SEE SHEET 5 - BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERUNE HC/.l MONUMENT LOCATION: CENTERLINE OF El CAMINO REAl AT ENGfNEFR's STATION 45~f92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lHUS {NO. COUNTY vfRT. CONTROl DATA) ELEVATION: 68A79 DATVM: /J.S.C. ,t GS. /, • ' I ' I I I \ ' ' \ I \ I I ! ' I r f I ' I I ' <\; . I ' \-----r ·--"--.,_ \ . I . ,.._: \ \ ' ( \ I i I '1 C, '! I I I ~ I I I I ,\ ,\ 1\ ' II \~ ~ ,;:-- ---· I i o· 10' 40' -------,----20' 80' SCALE: 1" ; 40' ---------- DA TE OF REVISION: SEP. Jl! 2011 DA TE OF REVISION: SEP. 10, 2008 DA TE OF REVISION: MAY 6; 2008 DA TE OF REVISION: D£C. 12, 2007 DA TE OF REVISION: OCT. 15, 2007 ROBERTSON RANCH PA-17 OA TE OF PREPARATION: Al/a 2G, 2007 2710 Loker Ave. West Suite 100 Carlsbod, California 92010 760-9.31-7700 Fox: 760-931-8680 OOoyConsultonte.com Civil Engineering Planning Processing Surveying SHEET 4 OF 6 SHEETS DESIGNED BY: K.H,. T,C, DRAWN BY: J,S.. GJ,1, PROJECT MGR-· G,0. ENGINEER OF WORK DATE: AUG. 2007 SCALE: 1' a 40' JOB NO.: 01-1014 012512 --I - \ \ --r'- @2001 o'o , ay Consultants, Inc. G: \011014\PA17\1193CD Xrefs: 0114BGRD-REV; 07154EJJ~:;.g 0~? 30, 2011 11: 27am • 41P-G; 0114AMAP; 1193ABLD· ' 01l4BSTR; 0114GMAP; 01l4GS1R· 01140 ' UTL; 0114GGR0· ' 1193CD; l193ABLD _rev; 1193CD-TXT . JO CONSISTENCY DETE Q. FOR PROJEC:-;;g-1,~TU.IOO.N EXIIII31T "21 _ · · · · 06-IJ(A) Don Neu, Plannn~ Dircc1or Dale: // 11 /12. . ~ . RECOMMENDEDBY·~ (:l.Jc---:= DATE 01 \Io\ , ~ BENCHMARK: DESCRIPTION: STANDARO 1,1 I IIEl1. /,/ON/JM£Ni S1REET CENTERI.INE LOCATION: CENTERI./NE OF a AT ENGINEER'$ CAMINO REAL P£R R.S 1800-fTAl/ON -f-5/f!/2 RECOR□ FROM: COUNTY BENCH l CONTROi. OA TA) £1,US (Na COUNTY VERT. ELEVATION: 68.119 OAlVM: IJ.S.C. <t C.S. o· 10' 40' ---20' 80' SCALE: 1 • ~ 40• OA TE OF RflfSION: OA TE OF REVISION: ~ J4 2011 g~ i i Rfl757av.· MAY ~~ f!:/ OATEOF~~: DEC. 12, 2001 OATE OF PR£PARAll~': 15, 2001 ROBERTSON RANCH PA-17 · AUG. 2£1 2001 SHEET 5 OF 6 SHEETS DESIGNED BY: K.H .• TC DRAWN BY: J.S .• G.t.i ' DATE: NJt?• 2007 PROJECT MGR • GO • SCALE: I ~ '4(1' . • • JOB NO.: 01-1014 2710 Loker A11e. West S Corlsb d C . Suite 100 Civil Engineering 0 • ohfornia 92010 Planning 760-931-7700 Processing Fax: 760-93i-BGB0 Surveying ENGINEER OF WORK DATE: ODayConsultants.com GEORGE RCE: --\ - 111.1.-----------·· \ · ©2007 O'Day Consultants, Inc. I ~ I I ~ \ I ~ I l .J 7J' l..--e- ··-.. ··------J:L. . '.--N> I I NI au ~ \:_o'® \ \ N' I • ~ 1..-.-~ 5' ,_.;;,,-.- ----- \ I G:\011014\PA17\1193CD06_JT.dwg Sep 30, 2011 11:28am Xrefs: 01148GRD-REV; 01148MAP: 01HTP-G: 01HAMAP; 01148STR; 0114GMAP; 0114GU1l.; 0114GSTR: 0114GGRO; 1193ABLO: 1193CO; 1193ABLD_rev, 1193CO-TXLrev, 1193AGRD ------~-----------------~------------------~--------~----- \ CONSISTENCY DETERMINATION EX! IIBIT Q FOR PROJECT NO. P.IJ.0. 06-IJ(A) ,_. 21,14 Date v, ///z Don Neu, Plan.mng Director 11 RECOMMENDED BY~ I~ DATE: 0\ \Io\ l':l... ~ ' "' ' BENCHMARK: I I ' ' ' ' ' I DESCRIPTION: STANDARD 11-10 STREcT CEIVTERl/N£ HEl.l /IONU/IENT LOCATION: CENTE:RI.INE OF £l CAMINO REAL AT ENGINEER's STATION M4f92 PER R.S 1800-1 ' ' ' I RECORD FROM: COUNTY BENCH lEVEI.S (NO. COUNTY '.£:RT. CONTROi. DATA) ELEVATION: 68.,/79 DAllJM: /J.S.C. <I' GS. ----~---------~ -~-----~--------------------------------- SH££! 6 OF 6 SHEETS P. ll.D. 06-13(A) C.D. 11-1~5 o· 10· 40• ----20' 80' SCALE: 1" ~ 40' OA TE OF REUS/ON: SEP. Jti 20ft OA TE OF REVISION: SEP. lti 2008 DA TE OF REvlS/ON: MAY 6; 2008 ROBERTSON RANCH PA-17 DATE OF REVISION: DEC. 12, 2007 OA TE OF REvlS/ON: OCT. 15, 2007 DATE OF PREPARATION: AUG 2a 2007 2710 Loker Ave. West Swite 100 Carlsbad, Colifornia 92010 760-931-7700 Fa11: 760-931-8680 ODoyConsultants,com Clvil Engineering Planning Processing Surveying SHEET 6 OF 6 SHEETS DESIGNED BY: K.H .• T.C. DATE: AU0. 2007 DRAWN BY: J.S .• G.M. SCALE: 1" ,. 40' PROJECT MGR.·~G.O=• __ JOB NO.: 01-1014 ENGINEER OF WORK DATE: RCE: --\ -