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HomeMy WebLinkAboutCT 13-03; ROBERTSON RANCH WEST VILLAGE; Tentative Map ExhibitCITY OF OCEANSIDE CITY OF VISTA PACIFIC OCEAN CITY OF ENCINITAS ROAO -t,.."< ,) 01' 1'C;s 1-""' • CITY OF -,,..-.._ .. SAN MARCOS VICINITY MAP NO SCALE GENERAL NOTES 1. ASSESSOR's PARCEL No's ................. 208-0/0-41-00 2. SITE ACREAGE. . . . . . . . . . . . . . . . . . . . . . 201.Jl AC J. EX/SllNG ZONING ANO GENERAL PLAN OESIGNA llON. . • LC 4. PROPOSEO ZONING ANO GENERAL PLAN OESIGNAllON. . SEE MASTER PLAN 5. USAGE OF LOTS. . . . . . . . . . . . . . . . . . . . . ROBERTSON RANCH MP 02-0J 6. N/JMBER OF OM:LLING UNITS. .............. SE£ /JNIT SUMMARY TABLE 1. TOl4L NUMBER OF LOTS ................. SEE LOT S/JMMARY TABLE 8. PROPOSEO DENSITY. . . . . . . . . . . . . . . . . . . N/A 9. 8/JILOING COVERAGE. . . . . . . . . . . . . . . . . . . N/A 10. 8/J!LOINC SQUARE FOOTAGE. . . . . . . . . . . . . . . N/A 11. P£RCENT,4C£ OF SITE TO 8£ LANDSCAPED. . . . . . 12. PARKING REQUIREMENTS. . . . . . . . . . . • . . . . SEE PARKING SUMMARY l48LE /J. £Al/NC AREA ...................... N/A 14. OPEN SPACE/REC ARlil REQ/JIREMENTS ...... . 15. /JNOfl'ELOPABLE AREA (§ 21.5J.2JO). . ...... . 16. STORAGE SPACE. . . . . . . . . . . . . . . . . . . . SEE RECREA 1/0N AREA SUMMARY TABLE . 69.80 AC (OPEN SPACE LOTS) (OENS!l/£5 PER ROBERTSON RANCH MP 02-0J) . N/A 11. AIERAGE OAILY TRAFFIC. ................ SEE AOT SUMMARY TABLE 18. SERI/IC£ DISTRICTS SCHOOL DISTRICT -CARLSOAO /JNIREO SCHOOL DISTRICT WATER DISTRICT -CARLSBAD M/JN/C/PAL WATER DISTRICT SEHF.R DISTRICT -CARLSBAD MUNICIPAL WATER DISTRICT 19. AIERAGE POTABLE WATER DEMANO . . . . . . . . . . SEE WATER &-SEM:R ANALYSIS PEAK POl48LE WATER OEMANO . . . . . . . . . . SEE WATER &-SEM:R ANALYSIS 20. PEAK /RR/GA llON OR INO/JSTRIAL WATER OEHANO. . . . 1l,QI 21. A IERACE SEHER GENERA l/ON . . . . . . . . . • . . . SEE WATER &-SEM:R ANALYSIS PARKING SUMMARY SPACES REQUIRED SPACES PROl1DED LOT SUMMARY LOT USAGE NUMBER OF LOTS RES. -SINGLE-FAMILY J08 RES. -M/JL Tl-FAMILY 2 RECREA llON 5 H.O.A. 15 OPEN SPACE 4 COMMUNITY FAC/UllES 1 COMMERCIAL 1 PRIVATE ROAD 9 TOTAL: J45 UNIT SUMMARY PLANNING AREA J 5 6 1 8 9/10 lJ NUMBER OF Ol'tELLINC UNITS 81 (4000 SF MIN) J6 (8500 SF MIN) 81 {5000 SF MIN) N/A N/A 15 {6000 SF MIN} 2J (5000 SF MIN) TOTAL: JOB MASTER PLAN N/JM8ER OF UNITS 85 J6 81 N/A N/A 74 26 JOB Pl.ANNING AREA RESIDENT' I/ISi TOR" REC. AREA R. SIOENT 11SITOR CARACE OIi STREET REC. AREA RECREATION AREA SUMMARY J 5 6 9/10 lJ 114 12 114 150 46 22 0 174 22 0 9 N/A 72 9 N/A 22 2 114 22 2 /9 2 150 19 2 6 0 46 6 0 ' PD ORO/NANCE REQUIRES A TWO-CAR GARAGE PER SINGLE FAMILY Ol'tELL/NC " PO ORO/NANCE REQUIRES 0.25 11SITOR PARKING SPACES PER IJNIT WATER & SEWER ANALYSIS Pl.ANNING AREA 2 3 4 5 6 1 I.ANO /JS£ COMMUNITY FAC/Lll/ES S.F. RES/OEN l/AL RECREAl/ON GROSS AC. OR OUs WATER DEMAND FACTOR A IERAGE WATER OEMANO GPO PLANNING NUMBER SF/I.INIT MIN. SF TOTAL SF AREA OF UNITS REQ'o REQ'o PROI//DEO J 81 200 17,400 25,240 6 81 200 17,400 19,360 9/10 15 200 15,000 15,600 1J 2J 200 4,600 5,100 SEHER AVERAGE SEl'tER OEMANO FACTOR OEHANO GPO 1,597 GPO )IC 3,613 220 GPO/I.INIT 1/J, 140 1,597 GPO/AC 1,591 220 GPO/I.INIT 7,920 220 GPO/IJN!T 19,140 116 GPO/I.INIT 20,416 116 GPO/IJNIT 43,648 NOT£ INDEX MAP SCALE· 1' = 400' GRADING ANALYSIS OA TA + ADJIJSll,/ENTS PA 3-11 PA 2 PA 13 ADJ/JSll,/ENTS' C/JT 1,480, 000 CY 0 CY 700 CY -6,100 CY RLL 1,193,300 CY 21,500 CY 36,JOO CY +223,00 CY TOTAL 1,414,000 CY 1,414,000 CY 'ADJ/JST!JENTS INCL/JOE /JNDERC/JT FOR STREETS, CLEARING ANO GR/J88/NC, SHRINKAGE AND SU8SIOENC£ HILLS/OE GRADING ORDINANCE /JS£ TOTAL PA 2 PA 4 PA II EL CAMINO REAL TOTAL 111TH EXEMPl/ONS COMMUNITY FACIUllES PARK COMMERCIAL ROADWAY CY CUT/FILL 1,414,000 CY -21,500 CY} -/2,lOO CY EXEMPTED GRADING -137,900 CY -100,000 CY 1,201,900 CY NOTE: EXEMPllONS PER HILLSIDE ORDINANCE SEC. 21.95.130 AND SEC. 21.95.140, PAR. D 1,201,900 CY/129.6 GRADED ACRES= 9,274 CY/AC ADT SUMMARY PLANNING AREA 2 4 II 3, 6; 6i 9, 10, 13 1, 8 1.9 ACRE COl,IMIJNITY FACIUTY (50 ADT,/AC) 1.0 ACRE RECREAllON AREA (50 AOT,/AC) 14.8 ACRE COMMERCIAL (10 TRIPS/AC) 308 SINGLE FAMILY RESIDENCE (10 AOT/IINIT} 364 1,//JLl/FAMILY RESIDENCE (6 AOT,/IJNIT} = 95 AOT = 50 ADT = 10360 AOT = 3080 ADT = 2184 ADT ---,------- TOTAL = 15,169 ADT THERE JIILL 8£ M/JL llPLE RNAL MAPS RLEO: 1 -Pl.ANNING AREA 13 I -PLANNING AREAS 1-11, 23A, 238, 2JC APPROVED LEGAL DESCRIPTION PER PREUMINARY lllLE REPORT 8Y RDEUTY NA l/ONAL 711/.E COMPANY OROER NO. 996-23006509-8-RHI DATED JANUARY 31, 20/J. PARCEL 1 OF CERllFICATE OF COMPLIANCE FOR AOJIJST!JENT PLAT NO. CE 12-14 RECOROEO NOIEM8ER 13, 2012 AS OOC/JMENT NO. 2012-0106211. APN.· 208-010-41-00 NOTE: EACH LOT SHALL 8£ PROl1D£D A DRll'EWA Y, WATER &-SEWER LATERAL AT RNAL DESIGN OWNER/DEVELOPER ' RANCHO COS.TERA, LLC A DELAWARE UM/TEO UA8/UTY COMPANY 8Y.· SHAPELL LAND CO., LLC A CAUFORNIA UM/TEO LIABILITY COMPANY 838J JIILSHIRE BL W. SUITE 100 8EIERLY HILLS, CA 90211 (323/908-;!3-I BY: c_ ....) ~ -;/a.5(1•(. SHEET INDEX I TITLE SHEET 2-3 SECTIONS, DETAILS, AND NOTES 4 SIT£ OVERv/OY 5-19 TENTATIVE MAP EXHIBITS 20 STREET PROFILES 21 TRUCK TURNING EXHIBIT 22-23 EL CAMINO REAL PHASING PLAN BENCHMARK SHEET 1 OF 23 SHEETS VESTING T£NTA TIVE MAP FOR RANCHO COST£RA LEGEND S/J80/11SION 80/JNDARY. LOT LINE .................. . REL/NQUISHEHENT OF ACCESS RIGHTS. . . . . HMP HAROUN£. . . . . . . . . . . . . . . . . . LIM/ TS OF FLOOOWA Y ZONE AE. . . . . . . . (PER FEMA FIRM MAP 0607JC0768F REV/SEO PER LOUR DA Tf:0 SEP. 8, 2009) 100-YEAR IN/JNOA llON LIMITS . • . . . . . . LIMIT OF OVEREXCAVA llON . . . . . . . . (APPROX PER CEOTf:CHNICAL INVESllCA llON, Pl.A Tc J, OA T[O JUNE 6, 2011. LIMITS ma BE FINALIZED mm FINAL ENC/NEERING CRAOINC PLANS) LOT NUMBER .....•........... CONTOURS ................. . WATER MAIN ................ . PROPOSED --------- ------------ LOT 14 ---260 -- -W--- SEHER MAIN &-A.H. (PER S-1). . . . . . . . . -----o----S---- SEl'tER MAIN &-PVC LINED A.H. (PER S-IA). . ------@-----S---- STORM DRAIN &-C. 0. (P/JBLIC). . . . . . . . . STORM ORAIN &-C. 0. (PR/VA TE}. . . . . . . . . FIRE HYDRANT. . ............. . STREET LIGHT. . . . . . . . . . . . . . . . . HANO/CAP RAMP. . . . . . . . . . . . . . . . . ASPHALT PA 1/E/,/ENT. . . . . . . . . . . . . . . RETAINING WALL. . . . . . . . . . . . . . . . . ===-~ ==-~ -I o---3:( ~ f,._.,,,v,,,,.·. I t'-(i't;·:·_" :,::,,·-' . ----------- CT 13-03 PUD 13-06 HDP 13-01 SUP 13-02 HMP EXIST/NC a11 ■■111u ■11 ■• .............................. -I C,R ---li ,---'(( UN -~ -~---y--- __ j_ ____ L __ GRAOEO SLOPES (2.·I MAX). SIGHT O/Sl4NCE CORRIDOR. OA YL/GHT LINE. . ............. . D. G. PEDESTRIAN TRAIL . . . . . . . . . . . . 0/RECllON OF FLOW . . . . . . . . . . . . . 8/0RETENllON BASIN ANO/OR SWALE. . . . . (BASINS TREAllNC PUBLIC WATER SHAil BE f/.0.A. MAINTAINED. BUT CONTAINED !/1Tf//N AN. /.0.0. FOR ORA/NAG[ PURPOSES CONCRETE BROW 0/TCH. . . . . . . . . . . • . TEMPORARY DESILTA l/ON BASIN. (PRIVATE) FIRE SUPPRESS/ON ZONE. . . . . . . . . . . . 8-------·-·--8 _f ________ f _______ f_ CIVIL ENGINEER /LAND SURVEYOR • O'oA Y CONSULTANTS, INC. 2110 LOKER A VENUE WEST, SUIT£ 100 CARLSBAD, CA. 92010 o\'ESS/ (160) 931-7700 0' <?l'i GE o~< 41 ~ 0-1}' ~ I;; ~ c3 NO. 32014 ~ \!;!_ EXP. 12/31/14 ';J * * 0'q,>, CIV\\. r..*"'" <" or CAl.1~0 REI//SEO.· JAN. 16, 2014 REI//SEO.· OCT. 9, 2013 REl1SEO: A/JC. 21, 20/J OA TE OF PREPARA l/ON.· MAY 31, 2013 DESIGNED BY: AM., J.T. DATE: FEB. 2013 8 9/10 II 13 S.F. RESIOENl/AL S.F. RESIOENllAL AI.F. RESIOENT!AL AI.F. RES!lJENllAL S.F. RESIOENl/AL COMMERCIAL 2.J AC 87 D/J 1.0 AC 36 D/J 81 0/J 116 0/J 248 D/J 15 0/J 15.3 AC 2J 0/J J, 000 CPO )IC 550 GPO/I.INIT J, 000 GPO/AC 550 CPO/I.INIT 550 GPO//JNIT 250 GPO/IJNIT 250 GPO/I.INIT 550 GPO/I.INIT 3,000 GPO/AC 550 GPO/I.INIT 6,900 41,850 3,000 I/J,800 41,850 29,000 62,000 41,250 45,900 12,650 220 GPO/IJNIT 16,500 1,597 GPO/AC 24,434 FLOOD ZONE DESIGNATION THIS IS THE APPROVED TENTATIVE MAP /SITE PLAN PER CONDITION NO._LOF PLANNING COMMISSION !([SOLUTION NO. JrJ35". DESCRIPTION: 2.5• 0/SC STAMPED 'CLS8-105, L.S. 6215. DRAWN BY: J.S. SCALE: AS SHOWN S.F. RESIOENllAL ©2013 O'Day Consultants, Inc. TO l4L WATER OEM ANO: J/6,200 GPO = 220 GPM 220 GPO//JNIT 5,060 TOTAL SEl'tER DEMAND: 161,528 GPO= a16 MCO PEAK POTABLE WATER DEMANO = 638 GPM CITY OF CARLSBAD RR/,/ MAP No. 06013 C 0168F, PANEL 768 OF 2315 OA TEO SEPT. 8, 2009,· INL/JOES LETTER OF MAP REl1S/ON (LOMR) NO. 09-09-0276P-060285, ISSUED APRIL 22, 2009. ZONE X -AREAS OUTSIDE THE 500 YEAR FLOOD PLAIN AND ZONE AE -BAS£ FLOOO ELEVA llONS OETERM!NEO ~~~~,\~~p,~~ D;{.Llf/111 d1i~~MF/1'l LOCA TIOfl: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OIER AG/JA HEDIONOA CREEK, 120 FEET SO/JTHl'tEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. 105) ELEVATION: 45.410 AI.S.L. DATUM: NCW 1929 G: \101307\l0078TOl.dwg Jan 16. 2014 9: 53am 271 O Loker Ave. Suite 100 Carlsbad, Colifornio 92010 760-931-7700 Fox: 760-931-8680 Odoy@Odoyconsultonts.com Civil Engineering Planning Proce,ssing StJrveying Xrefs: 1007AN; 10078T; 1007A lP01; 1007omop; 1007WMAP; 1007AVlC; 1007BTL Y; 0114T-PA 14; 1007V-FIRE STATION; 1007CSITE; 1007brnop; 10078STR PROJECT MGR.· G.0. JOB NO.: 101307 t----------------- ENGINEER OF WORK (") -f If R/W ! /JJ' R/W 63' 70' to' 44' 60' 10· I • 8' 12' 12· 12' 10' 12' 12· 12· ' 5' 12· a5' <·/ "'-1,;- BIKE LANE THR// LANE THR// THR// LANE LANE 'RN THR// THR// THR// 8.l. RIGHT i:' l}.tJ: LANE LANE LANE llJRN z: 1 1)./J: >\----,~~"""",,;,,,,,,"""""~""""'"vb\""=========.h1!1!-=r.!f::: o' Ci/RB &-Ci/TlER R/W 10' <·/ "'-1,;- EXIST. CURB. CUTTER &-SIOEWAU< 8' MEO/AN Ci/RB £L CAMINO R£AL {A-A) NOT TO SCALE If 126' ! (jJ' 44' 8' 53' ,. 8' 12' 12' 12' 10' 12' 12' BIKE THRU THR// THRU LEFT THRU THRU LANE LANE LANE LANE 'llJRN LANE LANE 4• PCC SIOEWAU< NON-CONllCUOUS 63' 12' THRU LANE 10' I • BIKE I LANE I 8' n, >t-~9\z,.,,.;,,,,,==,,;,.,=~=='°'"""7'1============..h-1!1.l,,.IK«/ "'-1,;- R/W 10' <'/ "'-1,;- EXIST. CURB, Ci/TTER &-SIOEWAU< 8' MEO/AN Ci/RB EL CAMINO REAL {B-B) NOT TO SCALE 126', 63' 44' /R 44' I I 8' 12' 12' 12· 12' 12' BIKE THRU THRU THRU THRU THR// LANE LANE LANE LANE I LANE LANE 4 • PCC SIDEWALK, NON-CONllCUO//S -. " ~ 63' ,rr.~ 12' 8' THRU BIKE LANE LANE " R/W 10' ..JJ.5' 1.,-15' HIGH z:1 1)./J: IF RETA/NIM (] WALL R/W 10' 8' MEO/AN Ci/RB l • 4 PCC SIDEWALK, NON-CONllGUO//S EL CAMINO REAL (c-c) NOT TO SCALE , IJJ' 63' 44' 6' 60' • 4 PCC SIDEWALK, NON-CONllGUO//S 70' I R/W 10' f • 8' /2' 12' 12· 10' 12· 12· 12' 5' 12· 5' a5' BIKE THRU THRU THRU LANE LANE LANE LANE i-+-"'--+---'-"---1------'-''----+---'=----1-"-1------'-''---1 I ,____,,__,,, <' fT THRU THRU THRU 8.L. RIGHT pj; • / 1r.,r_,-'RN LANE LANE LANE llJRN z: \ l}. l}.~t >t--9\z=~-==.,;,.,==',,,,,;,"""'"""'~/9i===="""'"""'"""'..,,,,"""""""'"""',,,,.:i.ljL!..~ <·/ z: \ 6" CURB &-GUTTER "'-,_,- EXIST. CURB. GUTTER &-SIOEWAU< 4• PCC SIDEWAU< 8" MEO/AN CURB NON-CONTlGUO//S £L CAMINO R£AL {o-D) NOT TO SCALE ©2013 O'Day Consultants, Inc. f R/W j 138, 75' 63' /0' 65' 5' 44' -4'1-- 12' 5' 11' 11' 11' 10' I , 12· ' 12· -' ~ R/W ~ 10· tlf: 12· 8' ....,Q:.5' STREET UGHT. BASE &-CONO//IT TYP. f RW R/W 38' c.-----li.----"-'<..)... ____ _ 0.5' 8' /4' 14' 1.5' IF <·/ RIGHT 8.L. THRU THRU THRU LEFT Ll,FT THR// THR// THR// BIKE 11,~i . "'-1,1-llJRN LANE LANE LANE llJRN l/JfrW LANE LANE LANE LANE z:l FIRE HYDRANT TYP. 2:' )/,~1 <·/ 6" Ci/RB &-CUTTER ~~ . "'-1,;- EXIST. Ci/RB, GUTTER ) &-SIOEWAU< • 1AN UR. 4• PCC SIOEWAU< 8 MEO. C, '8 NON-CON71Ci/OUS £L CAMINO R£AL {£ -£) NOT TO SCALE If !96' ~1/W STREET UCHT. BASE R/W &-CONDUIT TYP. BOTH SIDES OF STREET 10' PEDESTRIAN ACCESS EASEMENT 10' 48' JO' I , 48' 10' PEDESTRIAN ACCESS JO' EASEMENT &-LANDSCAPE BUFFER &-LANDSCAPE ,__,..__l--'"-------=-----..~~"---..-----=-=-----.--:;_;ii-1---'--- I BUFFER 6' 6' 12· 12· 8' 8' 12· 12· 6' 6' BIKE THRU THRU THR// THRU BIKE LANE LANE LANE LANE LANE LANE o• MEO/AN CURB L-- 4• PCC SIDEWALK 6" CURB &-GUTTER FIRE HYDRANT TYP. BOTH SIDES OF STREET 10' PEDESTRIAN ACCESS EASEMENT &-LANDSCAPE BUFFER WEST RANCH STREET NOT TO SCALE ~ STREET UGHT. BASE &-CONDUIT TYP. If BOTH SIDES OF STREET 1 O' R/W 10' PEDESTRIAN ACCESS f--,-o·---2-0·--~-2-o-· --li\--,-0--1· EASEMENT &-LANDSCAPE BUFFER R/W 0.5' 5' 4.5 I • ----i... TII ~, a 5' FIRE HYDRANT TYP. BOTH SIDES OF STREET I 6" CURB &-GUTTER 4" PCC SIOEWAU< NON-CONTIGUOUS 60' COLLECTOR .S'TRE£T NOT TO SCALE -COMl,/ERC/AL/Mi/L 71-FAMIL Y PORTIONS OF GAGE ORl'tE ANO ROBERTSON ROAD STREET UGHT. BASE &-CONDUIT TYP. If BOTH SIDES OF STREET R/W" 60' R/W' f--------~----¼--1 /J' 11· /7' 13' a5' 5' 7.5 60' RESIDENTIAL STREET NOT TO SCALE -THROUGH-STREET PORllONS OF BORDEN CT., PORTOLA CT., NELSON CT. ANO LA PAZ CT. -ENllRE LENGTH OF WADSWORTH ST., GLASGOW OR. ANO l'IELLSPRINC ST. -RESIDENTIAL PORllON OF GAGE OR. ANO ROBERTSON RO. • UM/TS OF RIGHT-OF-WAY FOR PUBUC STREETS. LIMITS OF PUBLIC UllLITY &-ACCESS EASEMENT FOR PR/VA TE STREETS APPROVED THIS IS THE APPROVED TENTATIVE MAP /SITE PLAN PER CONDITION NO. 'P OF PLANNING COMMISSION RESOLUTION NO._Za35._. ~~~/11_ ~~ti-ez(-~ ROBERTSON ROAD {CONNECTION TO TAMARACK AV£.) NOT TO SCALE STREET UGHT. BASE &-CONDUIT TYP. If BOTH SIDES OF STREET 56' R/IY' R/W' f---------F=--------Jll-----1 10' 18' 18' /0' a5• I • --' 1~' <·/ FIRE H 11JRANT TYP. "'-1,1-BOTH SIDES OF STREET o:\ 1.1/J: :>f--"--~====l=======""""i.-rTh 5' 4.5 • 6" CURB &-Gi/TTER 4" PCC SIOEWAU< NON-CONllGUO//S 56' CUL-D£-SAC STR££T NOT TO SCALE -CUL-OE-SAC PORTIONS OF BORDEN CT., CRESPI CT., KENTNER CT., CHASE CT., PORTOLA CT., NELSON CT., ANO LA PAZ CT. • UM/TS OF RIGHT-OF-WAY FOR PUBUC STREETS, UM/TS OF PUBUC UTILITY &-ACCESS EASEMENT FOR PR/VA TE STREETS STREET LICHT. BASE &-CONDUIT TYP. If. a Au BOTH SIOES OF STREET R/l~W------~~0'---'-----11-1"/., 10' 20· 20' 10' 4.5' 5.5 I 5.5' I 10· 4' PCC SIOEWAU< ' ,f--~:~====l====~'=rlrK <·/ "'-1,1- CURB. GUTTER FIRE HYDRANT TYP. &-SIDEWALK 80 TH SIDES OF STREET EXISTING & PROPOSED GLASGOW DR. R/W 12' R/W 13' EDINBURGH DR. NOT TO SCALE If 60' 18' 18' EXIST. 6" CURB &-CUTTER EXISTING GLEN AV£. NOT TO SCALE 17' If 60' 17' EXIST. 6" CURB &-GUTTER R/W R/W EXISTING WIND TRAIL WAY NOT TO SCALE G; \101307\1007BT02-03.dwg Jan 16, 20l4 9: 55arn Xrefs: 1007B1; 1007on SHEET 2 OF 23 SHEETS CT 13-03 PUD 13-06 HOP 13-01 SUP 13-02 HMP R/W 10' 4.5' 5.5 If 84' 32' 32' EXISTING TAMARACK AV£NU£ J' NOT TO SCALE 'PARKWAY HfOTH VARIES 8' BENCH 5' PEDESTRIAN GUARD RAIL 10· 4" PCC PEDESTRIAN TRAIL SORSO 0-75 TERRACE DITCH, TYPE '/J' @ 2.0% MIN. PLANTABLE KEYSTONE-TYPE RETAINING WALL W/ GUARD RAIL DETAIL-BENCH AT SLOP£ WITH TRAIL NOT TO SCALE SEE SORSO 0-75 ANO CITY OF CARLSBAD OWG. CS-14 FOR AOOlllONAL SPECIF/CATIONS. '8' BENCH ,._ 4' J' ROUND SLOPE OR 6' MAX RETAINING WALL PER PLAN (PLANTABLE KEYSTONE-T'tPE TO BE USED 1111ER£ SHOIW) SORSO 0-75 TERRACE DITCH, TYPE 'C' @ 2. 0% MIN. 11 11 11 3• CONCRETE (410-C-2000) w/ 6"x6"x/10x/lO l'IELOEO WIRE MESH EARTH-TON£ COLOR I t--'-'-<·/ C L:J '--:!4,i- '- DETAIL-BENCH AT SLOP£ NOT TO SCALE SEE SORSO 0-75 ANO CITY OF CARLSBAD owe. GS-14 FOR AOO/TIONAL SPEC/FICA TIONS. ' BENCH HfOTH MAY BE REDUCED TO 5.5' ON FILL SLOPES ANO J.5' HfOE ON cur SLOPES PER GEOSO/LS LETTER DA TEO OCT. I 1, 2011. '-'-'-'-'-'-'-'-'- REWSEO: JAN. 16, 2014 REWSEO: OCT. 9. 2013 R£WSEO: AUG. ff, 2013 OA TE OF PREPARA llON.· MAY JI 2013 • C~/~~T DESIGNED BY: AM., J.T. DATE: FEB. 2013 DRAWN BY: J.S. SCALE: PS SHOWN PROJECT MGR.· G.0. JOB NO.: 101307 s 2710 Loker Ave. Civil Enyineering ENGINEER OF WORK Suite 100 P!onning Corlsbod, Cotifomio 92010 Processing 760-931-7700 Surveying ✓<-~ v'--1!5ifl,t}c-,,, DATE:_:, '111/J' F'ox: 760-9J1-86BO Odoy!!JOdoyconsultants.com GEORGE 'DAY ,f RCE: / 3201+ ·v "' C') 0 --f ..., -.Ii. "' w w6 w ' 11 ' ' I I I: I I j R=5' R=IJ' SE£ CIRCL£ CUR. DETAIL BELOW J o· I.ANOSCAPE AREA I I I l L---6" REINFORCED CONCRETE APRON PAINTED 'NO PARK/NC' RESIDENTIAL TRAFFIC CIRCLE -TYPE I T-INTERSECT!ONS SE£ CIRCLE CI/R. DETAIL AT RIGHT TYPE A PEOESlRIAN RAMP PER SORSD G-27 (TYP} NOT TO SCALE R=48' LANDSCAPE AREA 6" REINFORCED CONCRETE APRON R=30' (TYP} TYPE A PEDES!RIAN RAMP PER SDRSO G-27 (TYP} 8" MEO/AN Cl/RB R=35' (TYP} J0.0' 16)0' 30.0' I WEST RANCH STREET TRAFFIC CIRCLE INTERSECTION OF M:ST RANCH ST. ANO CACE OR. TC TYPE 'G-t' CATCH BASIN FINISH CRAOE 'RADE BREAK WATER SI/RFACE, ,1• PERFORATED PIPE (J I.OX MIN. NOT TO SCALE 2• FREEBOARO FINISH CRADE GRAOEBREAK GRAOE BREAK INSTALL IMPERMEABLE UNER PER GEOTECHNICAL RECOMMENDATIONS *V2 STORAGE ACCOMPUSHEO WITH INFILTRATION ARCHES, PERFORATED PIPES, OR ,1/001/LAR WATER WIKS. TG TYPE 'G-1' CATCH BASIN ~;... \_.--;~FINISH CRADE WATER SURFACE 4• PERFORATED PIPE (J I.OX MIN. 2• FREEBOARO TYPE A PEOES!RIAN RAMP PER SDRSD (J-27 (TYP , ==--~-~~~-~-===-' I I j SEE CIRCL£ CUR. DETAIL BELOW ' I I l LANDSCAPE AREA ' 6" REINFORCED CONCRETE APRON R=JO' (TYP} ~==== -( r ' I --c] ~~ .---.::r-_rtJ--~A= _J/k f-....) !__ -L. -_L -l=:l:: i 1· I ,3' I . A 1 ll-c.1:1 i IJ (EMP. SLOPE f l:c1 ,2x : ~ [,-sETBACK : I I I k)\ UN£ I ~ , I 8 1 ,l.!J ::j I I I~ LEVEL i llb'1 ~ I 1,,1 ~"' ( BLAOEO 1% SWAL£ . ,,., J I I : r---I '--...._J TO EOG£ OF OR/VE ~ b : l>-1 L_lL1 ______ .;;f--~-~~ 1 I " C fl 7' BOTTOM STRW UNDERCUT 1.,,.,-SETBACK 1 UNE LEVEL ff 2.5' SHEET 3 OF 23 SHEETS CT 13-03 PUD 13-06 HOP 13-01 SUP 13-02 HMP 12· ,1//N. 12· ,1//N. 12" I I,{/#. IN. RESIDENTIAL TRAFFIC CIRCLE TYPE II REINFORCED CONCRETE APRON 4' -TYPE 1 6' -TYPE II ANO Z S!REET 18" CONCRETE Cl/RB 1--1 10· TRAFFIC CIRCLE CURB DETAIL I/OT TO SCALE FINISH GRAD£---._ GRAOE BREAK INSlALL IMPERMEABLE LINER PER CEOTECHN!CAL RECOMMENDATIONS 18" V2 FOR 5% !REATMENT AREA 29" V2 FOR 4% !REATMENT AREA (USING 40% POROSITY) PER SWMP APPROVED FOR THIS PROJECT ON FILE WITH THE CITY OF CARLSBAD 4-WA Y INTERSECTIONS NOT TO SCAL£ SEC. A-A SEC. 8-B SEC. C-C TYPICAL LOT ROUCH GRADING DETAIL LANDSCAPE AREA 8' MEO/AN Cl/RB PER SORSO G-1 BECIN 5• TYPE] 'c-t' Cl/RB 6" TYPE 'c-1' Cl/RB 10' !RANS/llON DETAIL-CONCRETE APRON & SPLASHWALL @ CATCH BASIN AT ENO OF SLOPE BENCH SCALE· /"=4' 'I. 4 . ENO 5• TYPE 'c-t' Cl/RB ENO 5' T'IPE " · 'c-1' Cl/RB '· ' BEGIN 5• TYPE ~-• ' '' - 'c_,, CURB _( ____ ----<~=---=-·· ~.:i"..:~:;.:.-l__.,+-r-r~-,.,.._ -'""-....-::.__ _____ _ NO SCALE 15' I ' TRAIL EASEMENT I 4' , _ _::_8'~i..:.J' I TRAIL FENCE PER L'.:'....-..I LANDSCAPE PLANS~ ! 1 ;;;A~ C STABIUZEO 'I 2,t_ z.1 //~-r~J( ~ 6" W/OE X 8" OEEP CONCRETE MOW STR, 24" 0/A TYPE '8' BROW OITCH PER SORSO 0-75 TYPICAL SECTION -0, G. TRAIL PORTION ALONC /'IESTERN EOCE OF Ofl'ELOPMENT NOT TO SCALE 4" 0. C STABILIZEO TRAIL <'/ 24' OJA TYPE '8' BROW 0/TCH PER SORSO 0-7. IJ' TRAIL EASEMENT I ,, 8' 2·1 ~-i 6" WIOE X 8" DEEP CONCRETE MOW STRIP TYPICAL SECTION -0, G. TRAIL DETAIL A, -BIORETENTION AREA FULLY LINED FLOW-THROUGH PLANTER , W/ ALTERNATIVE V2 • 8" V2 FOR 5X TREATMENT AREA 12• V2 FOR 4% TR£4TMENT AREA (I/SING 95% POROSITY) DETAIL 18 1 -BIORETENTION AREA FULLY LINED FLOW-THROUGH PLANTER W/ GRAVEL V2 APPROVED TYPE 'F' CATCH BASIN W/ OPENINGS ON ALL 4 SIOES /0' TRANS/llON 6" TYPE 'C-1' CURB 1.5' CONCRETE APRON 560-C-3250 10' TRANSITION PORTION ALONC EASTERN EOCE OF 0£'.£LOPMENT NOT TO SCALE RE't!SEO: JAN. 16, 2014 R£',1S£0: OCT. ~ 2013 RE't/SEO: AUG. if, 2013 OA TE OF PREPARATION: ,I/A Y JI, 2013 C~~~T DESIGNED BY: A,M., J.T. DATE: FEB. 2013 NOT TO SCALE ©2013 O'Day Consultants, Inc. NOTE: !. SOIL 1,1/X ANO GRAVEL SHALL 114V£ 4OX POROSITY ANO SHALL 8£ VER!F!EO BY GEOTECHNICAL ENC/NEER. 5" PER HOUR INFILTRATION RAT£ 2, SEE SECTION 4 OF CITY OF CARLSBAD SW/DARO URBAN STORM WATER MANAGEMENT PLAN {SI/SMP} OATEO 1/14/2011, FOR AOOITIONAL 8/0RETENT/ON SPECIFICATIONS. 3. CONSTRUCT CHECK OAMS AS NEEDED NOT TO SCALE THIS IS THE APPROVED TENTATIVE MAP /SITE PLAN PER CONDITION NO. tj, OF PLANNING COMMISSION RESOLUTION NO . .'"LQ.3_5'._. (\,,.,., .. \<jgdl~ '+/14/1•~ ~. I t\~I ~f?b/lY ~g Dept. -Dote ~~~ / DETAIL -CONCRETE APRON & SPLASHWALL @ CATCH BASIN ALONG SLOP£ BENCH SCALE· !'=4' G: \101307\10078T02-03,dwg Jan 16, 2014 9: 55am Xrefs: 10078T: 1007on 2710 Loker A·,e. Suite 100 Carlsbad, Colifornio 92010 760-931-7700 Fax: 760-931-8680 Odoy@Odoyconsultonts.com DRAWN BY; J.S. SCALE: AS SHOWN PROJECT MGR.· G.O. JOB NO.: 101307 s Civil Engineering ENGINEER OF WORK Plonnin9 Processing Suri/eying ..,,!._'7. , fff/}.,,,, DATE: S/).J//tt, GEOR~n'6AY // RCE; 1 3i014 V BOUNDARY DATA DELTA BEARING RADIUS LENGTH S 0l'49/J" W --1619. 75 S 6J:J6'ol' E JIJ. IJ S 7J7J'/4" E 230.87' S 04'50'oJ" E --4J6.7J 6. = 200J'J8" 594.00' 207.97' 6. = OJ'54'/7" 50.00' J.41 6 = 2J'25'2J" 50.00' 20.44' 6. = J6:J8'54" 61.00' 39.02' N 82'4J'J9" W 88.59' N 4l:J4'/6" W Jl.97 N 8609'00" W --99.25' S 51'24'58" W --178.66' N 6003'57" W 489.lJ' S J7'29'54" W --15.91' S JJ76'42" W J0.06 S Jl:J4'45 w 28.46' S 28'24'53" W 21.22' S 2J'5l'o9" W --26.06' S 2012'37" W 24.51' S 17'48'20" W 25.83' S 16'39'//" W 2222' S 0008'/6 E 49.53 S 18'45'11· W 24.6/' S 1809'3!" W 38.98 S 15'31'28" W --44.23' S 1510'38" W --29.09' S 19'3/ /J" W Jl.42' S /9'01'34 w 53.80 S 14'46'2/" W --24.34' S 19'58'08" W 24.56' S 27'25'50" W 25.25' S JJOJ'II" W 24.91' S 3217'/9" W 96.78 S 1512'28" W --17.77' S 08'J8'2J w 16. 96' S 0215'56" W --21.18 S 0418'o2" E 20.65' S 1414'32" E --11.42' S 2919'05" E 1221' S 4306'27" E 20.44' S 5J'J9'29" E 20.48' S 5312'20" E 26.23 S 56'45'45" E 31.20' S 55'54'54" E 36. /J' S 54'34'57" E 39.70' S 5J'J9'5J" E 41.98 S 48'32'37" E 23.08' S 5278'59" E 29.91' S 5216'51" E 35.98' S 5108'56" E 43.67 S 4874'56" E 38.89' S 47'48'32" E --40.97' S 47:J2'57" E 324/' S 50'39'48" E 46. 12' S 48'53'42" E --21.99' S 66'28'/8" E 16.06' S 4717'!/" E 11.12' S 25'45'09" W --90.12' S 2J'J8'/0" W --109.80' N 82'41'45" W --12.17 S J2'50'45" W 16.18 6. = OJ'59'o4" 6855.J/' 476.13' N 60'25'37" W --449.43' 6. = J/'40'36" 2045.09' 1130.65' S 87'53'47" W 761.88' 6. = 4301'37" 1555.07' 1161.80' N 4904'36" W 511.J/' 6. = 05'23'02" 2045.09' 192.17' N 35'32'22" £ --55.00' N 44'46'29" W --13279' N J/'58'59 E 69.52 N 36 '59 '55" E 92.46' N 42'43'42" E 9246' N 48'JJ'11" E 92.75 N 6J:J249 E 92.35 N 47'45'28" E 94.49' N 7810'o9" E 93. 72' ~ N 77'37'25" E 91.01' N 77'03'!2" E 89.97' 6 N 64:J8'40" E 96.25' N 8505'/J" E --96.38 N 89'J8'JJ" E --100.00' 7• N 88'57JO" E 100. /J' N 85'59'0J" E --106.46' 8 N 86'41'38" £ --110.56' 9 N 61'28'22" E --110.57' N 66'17'/0" E 106.20 10 N 60'39'47" E --105.87' N 54'42'29" E 104.85 11 N 55'38'48" E 99.66' 12 N 58'2648" E 100.12 N 58'2l'/9" E 100./8' 13 N 55'29'/9" £ --99.96' N 52'J6JJ" E 100.20 14 N 51 '40'56" E 103.75' 15 N 48'J2'o8" E 104.73 N 4JV5'J9" E --104.95' 16 N 4l'4152" E --101.54 N 41 '25'4J" E --100.09' 17 N 38'3!'!9" E --99.98' 18 N J7'50'2J" E --106.34 S 8918'59" E --1688.99' 19 N 5J'52'JO w 173.68 25 6. = 05'58'25" 470.00' 49.00' S 8978'59" E --20.54' 26 S 57'39 'oJ'' E 249.17' S 8918'59" E 346.JJ' 27 31 33 34 37 ©2013 O'Day Consultants, Inc. @ PIPEUNE & INCIDENTALS O.M. w. C. DRAINAGE AND SLOPES CITY OF CARLSBAD PUBLIC Ul/LITIES & INCIDENTALS S.D. C.&E. PUBLIC Ul/LITIES & INCIDENTALS S.D. C.&E. PUBLIC UT/Lil/ES & INCIDENTALS S.D.C.&E. PIPELINE & INCIDENTALS C.M. W.D. DRAINAGE RIGHTS C.M. W.D. PUBLIC Ul/Lll/ES & INCIDENTALS S.O. C. &E. DRAINAGE CHANNEL COUNTY OF SAN DIEGO PUBLIC HIGHWAY COUNTY OF SAN DIEGO PUBLIC Ul/Lll/ES & INCIDENTALS S.D.C.&£ PIPELINE & INCIDENTALS C.M. W.D. SEWER Cl TY OF CARLSBAD ORA/NACE Cl TY OF CARLSBAD PUBLIC ACCESS CITY OF CARLSBAD TEMP. CONSTRUCl/ON Cl TY OF CARLSBAD DRAINAGE & ACCESS CITY OF CARLSBAD CONSERVATION C.N.LM. OPEN SPACE Cl TY OF CARLSBAD PEDESTRIAN TRAIL Cl TY OF CARLSBAD PUBLIC STREET & UTILITY Cl TY OF CARLSBAD BK. 1796, PC. 142, DEEDS BK. 479, PC. 341, 0.R. BK. 521, PC. 230, O.R. BK. 4302, PC. 427, O.R. BK. 4874, PC 143, O.R. BK. 4874, PC 148, O.R. DOC. 96185, O.R. DEED, FILE NO. 1851 DOC. 98887, O.R. DOC. 44687, 0.R. DOC. 169552, O.R. DOC. 213363, O.R. DOC. 1417/J, O.R. DOC. 248011, O.R. DOC. 74-177855, 0.R. DOC. 2007-0388770, O.R. DOC. 2007-0388771, O.R. DOC. 2007-0388772, O.R. DOC. 2007-0786/67, O.R. DOC 2008-0021749, 0.R. DOC. 2008-0322654, O.R. DOC. 2007-0388769, O.R. 'LOCATION CANNOT BE DETERMINED FROM RECORD INFORMATION JUL Y 11, 1930 MAR. 10, 1936 JUNE /2, 1936 NOV. 27, 1951 JUNE I, 1953 JUN£/, 1953 JUNE 16, 1961 JAN. 4, 1963 JUNE /6, 1966 MAR. 12, 1970 SEP. 18, 1970 NOV. 20, 1970 JULY 8. 1971 OCT. 27, 1971 JULY 2, 1974 JUNE 8, 2007 JUNE 8. 2007 JUNE 8. 2007 DEC. 21, 2007 JAN. 16, 2008 JUNE 16, 2008 JUNE 8, 2007 TO BE OUITCLAIMED TO 8£ OUITCLA!MED TO BE OU/TCLAIMED TO REMAIN TO REMAIN PORllON TO BE OU!TCLA!MED N/4 (OFF/STE) TO REMAIN TO REMAIN N/4 (OFF/STE) TO BE OU/ TCLA/lr!ED N/4 (OFF/STE) N/A (OFF/STE) NO REC. DATE TO RElr!AIN 5 N/4 TO REMAIN 21 NOV. 20, 2001 TO 8£ OUITCLAIMED 22 NOV. /, 2002 TO RE/r!AIN 23 JAN. JI, 2007 TO REMAIN 24 JAN. JI, 2007 TO REMAIN 28 JUNE 14, 200 7 TO REMAIN 29 DEC. 19, 2007 TO REMAIN 30 DEC 19, 2007 32 DEC. 21, 2007 £NCUMBRANC£S DOCUMENT TITLE N/A WATER RIGHTS DOC. 2001-0876730, O.R. MEMORANDUM OF AGREEMENT REGARD/NC CONVEYANCE OF EASEMENTS DOC. 2002-0974684, O.R. TEMPORARY RIGHT OF ACCESS PERMIT DOC. 2007-0066979, O.R. PARKLAND AGREEMENT FOR THE ROBERTSON RANCH MASTER PLAN DOC. 2007-0066990, O.R. PARKLAND PURCHASE AGREEMENT DOC. 2007-0404419, O.R. DEED RESTR/Cl/ON DOC. 2007-0781702, O.R. NOTICE OF RESTRICTION ON REAL PROPERTY DOC. 2007-0781703, O.R. NOTICE OF RESTRICTION ON REAL PROPERTY DOC. 2007-0786/69, O.R. MEMORANDUM OF MANAGEMENT AND FUNDING AGREEMENT G: \101307\1007BT04.dwg Jon 16, 2014 10: 14orn APPROVED THIS IS THE APPROVED TENTATIVE MAP /SITE PLAN PER CONDITION NO. /4 OF PLANNING COMMISSION RESOLUTION NO. 703 5· . l\11,ll\lL~lvi 11/2.i I 11.J ~eeHng Dept. -Dote 2710 Loker Ave. Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 Odo)'@Odaycon:iultanls.com Xrefs: 1007bT; 1007AMAP; 1007WMAP; 1007on: 1007ATP01; 1007wstr; 0114T-PA14; 1007bgrd; 1007brnap; 1007butl; 1007csite; 1007BSTR Civil Engineering Pronning Processing Surveying 200' 100' 400' SCALE: 1" = 200' RE'IISED: JAN. 16, 2014 RE'IISED: OCT. 9. 20/3 RE'IISED: AUC. 21, 20/J DATE OF PREPARATION.· MAY JI, 20/J DESIGNED BY: A.M .• J.T, DATE: FEB. 2013 DRAWN BY: J.S. SCALE: 1' = 200' PROJECT MGR.· G.O. JOB NO.: 101307 ENGINEER OF WORK ©2013 O'Day Consultants, Inc. G:\1Dl307\I007bto5-19.dwg Joo 17, 2014 9,03am 2710 Loker Ave. Suite 100 Corlsbod, Colifornlo 9201 O 760-931-7700 Fox: 760-931-8680 Odoy@Odr.iyconsultants.com rz ~, 'HEET 5 OF 23 SHEETS C 202.I j CiYil Engineering Planning Processing Surveying CT 13-03 PUO 13-06 HOP 13-01 SUP 13-02 HMP 40' o· 10' •--= 20' SCALE: 1" ; 40' NOTES: 80' @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MAN/JAL @EASEMENT FOR P/JBUC /JTIUTY AND GENERAL ACCESS P/JRPOSES @AREA TO BE REI/EGETATED AND TURNED O1/ER TO CONSERVANCY AGENCY *-DENOTES LOTS S/JBJECT TO ZONE I FIRE S/JPPRESSION REQ/JIREMENTS ENGINEER OF WORK Xcefs, 10078T; 1007ATP01; 1007amap; 1007WMAP; 1007AUTL7; 1007wstr, 0114T-PA14; 1007WUTL; 1007BTLY; 1007wgrd; 1007Gsfte; 1007BMAP; 1007bgcd; 1007BUTL; 1007BS1R; 1007WUTL; 1007WGRD; 1007WSTR (J'1 0 .... I\,) w (") -I ..a. w I 0 w ENGINEER OF WORK G:\101307\1007bt05-19.owg Jan 16, 2014 3:06pm Xrefs: 1007BT; 1007ATP01; 1007amop; 1007\'\IMAP; 1007AUTL7; 1007wstr; 0114T-PA14; 1007WUTL; 1007BTLY; 1007wgrd; 1007Csite; 1007BMAP; 1007bgrd; 1007BUTL; 1007BSTR; 1007WUTL; I007WGRD; 1007WSTR O') 0 -4 . 10 ...i,, I'"'"(..) N1 (..) 0 (..) ©2013 O'Day Consultants, Inc. G:\101307\1007bto5-19.dwg Jon 16, 2014 2:56pm 271 O Loker Ave. Suite 100 Corlsbod, California 92010 760-9.31-7700 Fox: 760-9J1-8680 Odoy@Odoyconsullonts.com '£ET 7 or 23 SHEETS CT 13-03 PUD 13-06 HOP 13-01 SUP 13-02 HMP 40' o· 10· •-= 20' SCALE: 1" 1\PPROVED 80' THIS IS THE APPROVED TENTATIVE MAP /SITE PLAN PER CONDITION NO. /4 OF PLANNING COMMISSION RESOLU flON NO. 7035" Civ!l Engineering Plonnin9 Processing Sur.eying Al.--t-\1\_J o<c,/z.'?/_IY ~ote -- NOTES: @SIGHT 0/STANCE CORRIOOR PER LANOSCAPE MANUAL @EASEMENT FOR PUBUC UTll/TY ANO GENERAL ACCESS PURPOSES @AREA TO BE REVECETATEO ANO T/JRNEO OVER TO CONSERVANCY AGENCY * ·· OENOTES LOTS SUBJECT TO ZONE 1 FIRE SUPPRESSION REQUIREMENTS DESIGNED BY: A.M., J.T. DATE: ~FE=B,_. =20~1~3 _ DRAWN BY: ~J=.S~. ___ SCALE: _1,_•_-=--40._,,__' _ PROJECT MGR.· G.O. JOB N0.:.~10~1~3~07~_ ENGINEER OF WORK DATE: JijJ #¥ RCE: 7 32614 Xrefs: 1007BT; 1007 ATPOI; 1007omop; 1 007WMAP; 1007 AUTL 7; 1007wst,; 0114 T-PA14; 1007WUTL; 1007B Tl Y; 1007wg,d; 1007Csite; 1007BMAP; 1007bg,d; 1007BUTL; 1007BSTR; 1007WUTl; 1007WGRD; 1 007WSTR \ ©2013 o'Day Consultants, Inc. G:\101307\1007bto5-19.dwg Jan 16, 2014 2:52pm 2710 Loker Ave. Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-8680 OduyOOdoyconsult□nls.com Civil Engineering Planning Proce$sing Surveying SHEET 8 OF 23 SHEETS CT 13-03 PUO 13-06 HOP 13-01 SUP 13-02 HMP o· 10· ~--20' 40' 80' SCALE: 1 " = 40' A.PPROVED DESIGNED BY: A.M., J,T. DATE: FEB. 2013 DRAWN BY: ~J=.S~, __ SCALE: 1" = 40' PROJECT MGR.· G.0. JOB NO.: 101307 ENGINEER OF WORK DATE: ¥{.j(LfL RCE: 32014 Xrefs: 1007BT; 1007ATP01; 1007omap; 1007WMAP; 1007AUTL7: 1007wstr; 0114T-PAl4; 1007WUTL: 1007BTLY; 1007wgrd: 1007Csite; 10078MAP; 1007bgrd; 10078UTL: 1007BSTR; 1007WUTL; 1007WGRD; 1007WSTR 0) (") --f o~ ..., c.., I\) I c.., 0 c.., I SEE SHEET 14 ©2013 O'Day Consultants, Inc. c~/~ft?. s 2710 Loker Ave. Civil Engineering Suite 100 Planning Corlsbod, Coliforniu 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 Odoy@O<Joyconsultonts.com G: \101307\1007bto5-19.dwg Jan 16, 2014 2: 45pm SHEET 10 OF 23 SHEETS CT 13-03 PUD 13-06 HOP 13-01 SUP 13-02 HMP -20' 40' SCALE: 1" = 40' APPROVED NOTES: 80' @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @EASEMENT FOR PUBLIC UTILITY AND GENERAL ACCESS PURPOSES @AREA TO BE REVEGETA TED AND Tl/RNED OVER TO CONSERVANCY AGENCY * -DENOTES LOTS SUBJECT TO ZONE I ARE SUPPRESSION REQUIREMENTS , REWSED: JAN. 16, 2014 REWSED: OCT. fl. 20/J REWSED: AUG. 21, 20/J DA TE OF PREPARATION: MAY JI 20/J DESIGNED BY: AM., J.T. DATE: FEB. 2013 DRAWN BY: J.S. SCALE: 1· = 40' PROJECT MGR.· G.0. JOB NO.: 101307 ENGINEER OF WORK -~-! .u 0<-J, GEORGE 00AY /7 DATE: f/f:J//Y RCE: 32014 Xrefs: 10078T; 1007ATP01; J007amop; 1007WMAP; 1007AUTL7; 1007wstr; 0114T-PA14; J007WIJTl; 1007BTLY; 1007wgrd; 1007Csite; 10078MAP; 1007bgrd; 10078UTL; 1007BSTR; 1007½1.JTL; 1007WGRD; 1007WSTR ---, ..,},, 0 0-f 0 ..,},, -ttc.., IV I c.., ~ ©2013 O'Day Consultants, Inc. G: \101307\1007bto5-l9.dwg Jan 16, 2014 2: 38pm Fox: 760-931-8680 Odoy@Odoyconsultants.com I I OF 23 SHEETS CT 13-03 PUD 13-06 HDP 13-01 SUP 13-02 HMP o' 10· •-= 20' 40' PAO SCALE: 1" ~ 40' f i 1'-PROPOSEO f FENCE -----r RETAINING WALL, 6' MAX. 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JOB NO.: 101307 s 2710 Loker Ave. Civil Engineering ENGINEER OF WORK Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Sur.-eying /2,-,~~ Fox: 760-931-8680 DATE: n~~ Oday@Ddoyconsultonts.com GEORGE O AY / RCE: 32 14 J' X,efsc 1007BT: 1007ATP01: 1007amap; 1007WMAP; 1007AUTL7; 1007wst,; 0114T-PA14; 1007WUTL; 1007BTLY; 1007w9,d; 1007Csile; 1007BMAP; 1007b9,d; 1007BUTL; 1007BSTR; 1007WUTL: 1007WGRO; 1007WSTR -I / / / O'Day Consultants, Inc. ©2013 X 59.J . 0114T-PA14: 1007WUTL: 2 J6pm 7 1007wstr, 19 dwg Jon 16, 201\7~MAP; 1007AUTL ; G· \10l307\1007bto~ATP01: 1007omop; 10 X;~fo: 10078T; 100 o✓~~TS C O N S Civil Engineering 10 Loker Ave. Plannin~ 27 Suite I 00 Processrng d Colifomlo 9201~ Surveying Carlsbo • 760_931-770 0-931-86B0 Fox: 76 le com ""Odoyconsulton Oday"' 13 OF 23 SHEETS CT 13-03 PUD 13-06 HDP 13-01 SUP 13-02 HMP NO TES: . ,n PER LANDSCAPE 'E CORR!OOn @SIGHT 0/STANC. TY ANO GENERAL MANUAL FOR PUBUC UllLI @EASf~f'SN ;URPOSES rrn ANO ll/RNEO OVER A Coe~. 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