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HomeMy WebLinkAboutCT 13-03; ROBERTSON RANCH WEST VILLAGE; Substantial ConformanceCITY OF OCEANSIDE CITY OF VISTA PACIFIC OCEAN CITY OF ENCINITAS CITY OF SAN MARCOS ! f VICINITY MAP GENERAL NOTES I, ASSESSOR's PARCEL No's .. 2 SITE ACREAGE .. NO SCALE J. EXISTING ZONING ANO GENERAL PLAN OES/GNA T/ON. . . 208-0/0-4/-00 . 20/,31 AC . LC 4. PROPOSED ZONING ANO GENERAL PLAN OESIGNA TION. . SEE MASTER PLAN 5. USAGE OF LOTS. . . 6. NUMBER OF O!/f;LL/NG UNITS. 1. TOTAL NUMBER OF LOTS. 8. PROPOSED DENSITY. 9. BU/LO/NG COl.£RAGE. 10. BU/LO/NG SQUARE FOOTAGE. . . . . . . . . . . . II. PERCENTAGE OF SITE TO BE LANOSCAPEO. 12. PARKING REQUIREMENTS .... . IJ. EA TING AREA. . ............. . . ROBERTSON RANCH MP 02-03 S££ UNIT SUMMARY TABLE SEE LOT SUMMARY TABLE . N/A . N/,4 . N/A . SEE PARKING SUMMARY TABLE . N/A 1 LOT SUMMARY LOT USAGE NUMBER OF LOTS RES. -SINGLE -FAMIL Y 308 RES. -MUL 1/-FAMIL Y 2 RECREA T/ON 5 H.O.A. 11 14. OPEN SPACE/REC AREA REQUIREMENTS ..... . 15. UNOEl.£LOPABLE AREA (§ 2/.5J2JO). S££ RECREATION AREA SUMMARY TABLE 69.80 AC (OPEN SPACE LOTS) (DENSITIES PER ROBERTSON RANCH MP 02-03) OPEN SPACE 4 COMMUNITY FACILITIES I COMMERCIAL I PRIVATE ROAO 9 16. STORAGE SPACE. . . . . . . 11. A l.£RACE DAILY TRAFFIC. . . . 18. SERVICE DISTRICTS N/,4 SEE AOT SUMMARY TABLE SCHOOL DISTRICT -CARLS.BAO UNIFIED SCHOOL DISTRICT WATER 0/STR/Ct -CARLSBAD MUNICIPAL WATER DISTRICT SEl'ttR DISTRICT -CARLSBAD MUNICIPAL WATER DISTRICT /9. A l.£RACE POTABLE WATER DEMAND . S££ WATER &-SEWER ANALYSIS PEAK POTABLE WATER OEMANO .... . SE£ WATER &-SEWER ANAL YS/S 20. PEAK /RR/GA TION OR INDUSTRIAL WATER OEMANO. . M 21. A l.£RAGE SEWER GENERA T/ON . . . . . . . . SE£ WATER &-SEWER ANAL YS/S PARKING SUMMARY PLANNING SPACES REQUIRED SPACES PROV/0£0 RES/OEN T '17S/ TOR AREA RESIDENT' VISITOR" REC. AREA GARAa: ON STREIT REC. AREA J 114 22 0 114 22 0 5 12 9 N/A 12 9 N/,4 6 114 22 2 174 22 2 9/10 150 19 2 150 19 2 /J 46 6 0 46 6 0 ' PO ORO/NANCE REQUIRES A TWO-CAR GARAGE PER SINGLE FAMILY DWELLING "PO ORO/NANCE REQUIRES 0.25 VISITOR PARKING SPACES PER UNIT WATER & SEWER ANALYSIS PLANNING CROSS AC. WATER A !,£RAGE WATER AREA LANO USE OR OUs DEMAND FACTOR OE MANO {.GPO i 2 COMMUNITY FACILITIES 23 AC J, 000 GPO/AC 6,900 J S.F. RESIDENT/AL 87 OU 550 GPO/IJNI T 41,850 4 RECREATION 1.0 AC J, 000 CPO/AC J,000 5 S.F. RES/OENT/AL 36 OU 550 CPO/UNIT 19,800 6 S.F. RESIDENT/AL 81 OU 550 CPO/UNIT 47,850 1 M.F. RESIDENTIAL 1/6 OU 250 CPO/UNIT 29,000 8 M.F. RESIDENTIAL 248 OU 250 GPO/UNIT 62,000 9/10 S.F. RESIDENTIAL 15 OU 550 CPO/UNIT 41,250 11 COMMERCIAL 15.J AC J, 000 GPO/AC 45,900 IJ S.F. RESIDENTIAL 23 OU 550 CPO/UNIT 12,650 TOTAL WA TER OE MANO: 316,200 GPO = 220 CPM TOTAL: 341 UNIT SUMMARY PLANNING AREA J 5 6 1 8 9/10 /J NUMBER OF 0/ltLLINC UNITS 81 (4000 SF MIN) 36 (8500 SF MIN) 81 (5000 SF MIN) N/,4 N/,4 15 (6000 SF MIN) 23 (5000 SF MIN) TOTAL: 308 MASTER PLAN NUMBER OF UNITS 85 36 81 N/,4 N/,4 14 26 308 RECREATION AREA SUMMARY PLANNING NUMBER SF/UNIT MIN. SF TOTAL SF AREA OF UNITS REO'o REO'o PROV/0£0 J 81 200 17,400 25,240 6 81 200 11,400 19,360 9/10 15 200 15,000 15,600 IJ 23 200 4,600 5,100 FLOOD ZONE DESIGNATION CITY OF CARLSBAD FIRM MAP No. 06073 C 0768F, PANEL 168 OF 2315 OA TEO SEPT. 8. 2009; INLUOES LETTER OF MAP REVISION (LOMR) NO. 09-09-0216P-060285, ISSUED APRIL 22, 2009. ZONE X -AREAS OUTS/OE THE 500 YEAR FLOOO PLAIN ANO ZONE AE -BAS£ FLOOO £LEVA TIONS 0£TERM/N£0 SEWER A 1.£RAG£ SEWER DEMAND FACTOR OEMANO (GPO/ 1,597 GPO/AC J,673 220 CPO/UNIT 19,140 1,597 CP0/,4C 1,591 220 CPO/UNIT 1,920 220 CPO/UNIT /9, 140 176 CPO/UNIT 20,416 176 GPD/IJNIT 4],648 220 CPO/UNIT 16,500 1,597 CPO/AC 24,434 220 CPO/UNIT 5,060 TOTAL SEWER OEMANO.· 161,528 CPO = 0. 16 MCO PEAK POTABLE WATER DEMAND= 638 CPM ©2015 O'Day Consultants, Inc. ---------- :,· .-.;~::::}::;J~t· '-•~f'"':;"", .. , ,,,..._ __ INDEX MAP SCALE· I• -400' GRADING ANALYSIS OA TA + ADJUSTMENTS PA J-11 PA 2 PA /J AOJIJSTMENTS' TOTAL CUT I, 480, 000 CY 0 CY 100 CY -6,100 CY I, 474,000 CY FILL I, 19],JOO CY 21,500 CY 36,300 CY +223,00 CY I, 474,000 CY 'ADJUSTMENTS INCLUDE UNDERCUT FOR STREETS, CLEARING ANO GRUBBING, SHRINKAGE ANO SUBSIDENCE. HILLS/OE GRAD/NC ORO/NANCE USE CY CUT/[ILL TOTAL PA 2 PA 4 PA 11 COMMUNITY FACILITIES PARK COMMERCIAL ROADWAY 1,474,000 CY -21,500 CY i -/2, lOO CY EXEMPTED GRAD/NC -137,900 CY EL CAMINO REAL -100,000 CY TOTAL 1'1/TH EXEMPTIONS 1,201,900 CY NOTE· EXEMPTIONS PER HILLS/OE ORO/NANCE SEC. 21.95. /JO ANO SEC. 21.95. 140, PAR. 0 1,201,900 CY/129.6 GRADED ACRES= 9,214 CY/AC ADT SUMMARY PLANNING AREA 2 4 11 J, 5, 6, 9, /0, /J 7, 8 1.9 ACRE COMMUNITY FACILITY (50 AOT/AC) /.0 ACRE RECREATION AREA (50 AOT/AC) /4.8 ACRE COMMERCIAL (10 TRIPS/,4C) 308 SINGLE FAMILY RESIDENCE (10 AOT/UNIT) 364 MUL T/FAMILY RESIOENCE (6 AOT/IJNIT} -95 AOT = 50 AOT = 10360 AOT = 3080 AOT = 2184 AOT --------- TOTAL = 15,769 AOT NOT£ THERE l'IILL BE MUL T/PLE FINAL MAPS F/LEO: I -PLANNING AREA /J I -PLANNING AREAS 1-11, 2JA, 238, 2JC FOUND IN SUBSTANTIAL CONFORMANCE ~)1~ PLANNING DIRECTOR DATE:~//£ RECOMMENDED BY:~ d iTEiJ:ilPF/-f 3•25·/.5 ~ DATE: !}TY ENGINEER RECOMMENDEgA~:~~ LEGAL DESCRIPTION PER PRELIMINARY TITLE REPORT BY FIDELITY NA T/ONAL TITLE COMPANY ORDER NO. 996-23006509-8-RHI OA TEO JANUARY JI, 20/J. PARCEL I OF CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT NO. CE 12-14 RECORDED NOl.£M8£R /J, 2012 AS DOCUMENT NO. 2012-0706271. APN.· 208-0/0-4/-00 NOT£: EACH LOT SHALL BE PROV/OED A ORll.£WA Y, WATER &-SE!lf;R LATERAL AT FINAL 0£SIGN OWNER'S CERTIFICATE RANCHO COS.TERA , LLC A DELAWARE LIM/TEO LIABILITY COMPANY 8 Y:· TOLL BROTHERS 125 W. TOi'tl"I &-COUNTRY RO. SUITE 200 ORANGE, CA 92868 (114) 347-1300 ~ 8'r: (_ < C? DATE: ~/2/1S ' SH££T INDEX 1 TITLE SHEET 2-3 SECTIONS, DETAILS, AND NOTES 4 SITE OVERVIEW 5-19 TENTATIVE MAP EXHIBITS 20 STREET PROFILES 21 TRUCK TURN/NC EXHIBIT 22-23 U ~MWOR~L PHA$NGP~N BENCHMARK SUBSTANTIAL CONFORMANCE EXHIBIT FOR SHEET 1 OF 23 SHEETS CT 13-03 PUO 13-06 HOP 13-01 SUP 13-02 HMP VESTING TENTATIVE MAP FOR RANCHO COSTERA LEGEND SUBDIVISION BOUNDARY. LOT LINE. . ....... , .... . RELINQUISHEMENT OF ACCESS RIGHTS. HMPHAROLINE ............... . LIMITS OF FLOOOWA Y ZONE A£. . .. (PER FEMA FIRM MAP 0607JC0768f REWSEO PER /01,/R OATE:O SEP. 8, 2009) /00-YEAR /NUNDA T/ON LIMITS . . . . LIMIT OF Ol.£REXCAVA TION (APPROX. PEJ/ GEOTECHNICAI /N',-cSllGA!ION, PlAIF: J, OAIF:O JI/NE 6, 2011. LIMITS Jf?ll BE f/NAL!ZEO Jf?TH FINAi ENGINEERING GRAOING PLANS) LOT NUMBER. CONTOURS .. WATER MAIN. SEWER MAIN &-A.H. (PER S-1) ....... . SEWER MAIN &-PVC LINED A.H. (PER S-!A). STORM ORAIN &-C. 0. (PUBLIC) . . . . . . . STORM ORAIN &-C. 0. (PR/VA TE) . . FIRE H'fORANT. . . . . . . . . STREET LICHT. . , . . . . . . HANO/CAP RAMP. , . . . . . ASPHALT PA l.£MENT. . . . . RETAINING WALL. . . . . . . . . . . . . . . . CRAOEO SLOPES (2·/ MAX). SIGHT DISTANCE CORRIDOR. OA YLICH T LINE. . . . . . . . O.C. PEDESTRIAN TRAIL ........... . DIRECTION OF FLOW ........ . 8/0RETENT/ON BASIN ANO/OR SWALE. (BASINS TREATING PUBUG WA/FR SHALL BE H.0.A, 1,/A/NTAINEO, BUT CONTAINED Jf?fHIN AM WO. FOR DRAINAGE PURPOSES CONCRETE BROW DITCH TEMPORARY OESILTAT/ON BASIN. (PRIVATE) FIR£ SUPPRESSION ZONE. PROPOSED --------- ////_/_LL,///, _J.._ ___ ~ ___ 6,_ LOT 14 ---260 --- -W-- -----o-----S---- ------@----S---~ ="'-=50=0== ®=?~-= ------- -~--'y-- __ l ____ L __ 8---·-----8 _t ________ t _______ t_ ~_-_-i----~ . ' , . . . . . . . Ltlt~-•-~-_j L,,__-_-_ r_-_-__r-_J <¢= <¢= ri-y7 1 -~ LL..,, --_r _J CIVIL ENGINEER/LANO SURVEYOR • OVA Y CONSULTANTS, INC. 2710 LOKER A VENUE WEST, SUITE 100 CARLSBAD, CA. 92010 (760) 931-7700 EXISTING i1i:11 11'1 11'1 11'1 tltl lil! ili:II ili:II ili:II lil! ·r----r--- --~ ----~--- DATE OF PREPARATION.· MARCH 6, 2015 DESIGNED BY: A.M., J.T. DATE: MAR. 2015 DESCRIPTION: 25' 0/SC STAMPED "CLSB-105, LS. 6215" c~~' DRAWN BY: J.S. SCALE: AS SHOWN LOCATION: IN NORTHEAST CORNER OF CANNON RO. BR/OGE Ol.£R AGUA HEOIONOA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 11211 (PT. NO. /05) ELEVATION: 45. 410 M. S.L. DA TUM: NCVIJ 1929 G:\101307\SUB_CONF\10078f01.dwg Mor 10, 2015 2:12pm s 2710 Loker Ave. Civil Enginoorinq Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 Odoy@Odoyconsultonts.com Xrefs: 1007AN; 1007BT; 1007ATP01; 1007ornap; 1007WMAP; 1007AVIC; 1007BTLY; 0114T-PA14; 1007V-FIRE STATION; 1007Csite; 10078MAP; 10078STR PROJECT MGR.· G.O. JOB NO.: 101307 ENGINEER OF WORK /2,,,,,,., /",/ ;,,;,.,, DATE: #'<fo0J'." I GEORGE fXDAY -· RCE: 3 014 V -<( - f--rn I X w w u z <( 2 D::: 0 LL. z 0 u _J <( 1---z ~ rn =:i (J) I I )- 1--1 0 ..., N w n -f 1--1 w I 0 w R=80' I I I j ) R=5' R=9' SEE CIRCLE CUR DETAIL BELOW LANDSCAPE AREA ,l,\.----6• REINFORCED CONCRETE APRON PAINTED 'NO PARK/NC' RESIDENTIAL TRAFFIC CIRCLE -TYPE I R=23' R=l7' SEE CIRCLE CURB DETAIL AT RICHT TYPE A PEDESTRIAN RAMP PER SORSO C-27 (TYP} T-INT£RS£Cf/ONS NOT TO SCALE R=48' LANDSCAPE AREA 6" REINFORCED CONCRETE APRON R=30' (TYP) R=80' TYPE A PEDESTRIAN RAMP PER SDRSD C-27 (TYP} 8" MEDIAN CURB R=35' (TYP} 30.0' /6j0' 30.0' I WEST RANCH STREET TRAFFIC CIRCLE INTERSECTION OF WEST RANCH ST. ANO GAG£ OR. TC TYPE 'C-1' CATCH BASIN FINISH CRADE 'RAO£ BREAK WATER SURFACE 1 NOT TO SCALE 2" FREEBOARD ~~- 10· FINISH CRAOE CRADE BREAK 12· _____ __]~-+ __ 'Jf!-+o_wo_vM_G_,__+--.>-._,,. GRADE BREAK INSTALL IMPERMcABLE LINER PER CEOTECHNICAL RECOMMENDATIONS TC TYPE 'C-1' CATCH BASIN ~;... \-----:;;,,.-,FINISH CRAOE , WATER SURFACE 2• FREEBOARD -·--_____ ___f ______ --~~- T'rPE A PEDESTRIAN RAMP PER SDRSD C-27 (TYP : 6 1o' ''>--+------H---(1+----++--+----t: I J .o' I I I j LANDSCAPE AREA SEE CIRCLE CURB DETAIL BELOW 6" REINFORCED CONCRETE APRON REINFORCED CONCRETE APRON 4' -TYPE I 6' -TYPE II AND Z STREET 18" CONCRETE CURB I I i RESIDENTIAL TRAFFIC CIRCLE 4-WA Y INT£RS£CTIONS NOT TO SCALE LANDSCAPE AREA 8" MEDIAN CURB PER SDRSO C-1 TRAFFIC CIRCLE CURB DETAIL NOT TO SCALE r TYPE II BECIN 6" TYPE 'c-1' CURB R=30' (TYP) ·/.5:l SHEET 3 OF 23 SHEETS If., A ,~K~f-y:~-sc-1 ½_::_-~ I 1'1 3'1 [!, 1 I ~/ I I ~P. SLOPE le I I I I I / I tc-1 ,2z : ~ l,,-sETBACK : I I I f<q\ LINE I ~ , I a! ,l,'.J :::j I I I .._ LEVEL I IL:11 ~ I l-1 110 BLADED 1% SWALE -s) I ~I I N TO £DC£ OF ORIVE~C ' I ..--.___ I L_lLl ______ ~F--___ f~ I I " C If. 1.,,,--SETBACK r LINE 7' LEVEL BOTTOM STREET UNDERCUT If. ~ SEC. A-A 12· MIN. SEC. 8-8 12· MIN. I -12· ! MIN. '6' MIN. SEC. C-C TYPICAL LOT ROUGH GRADING DETAIL NO SCALE 15' TRAIL EASEMENT TRAIL FENCE PER L±'....~8' 3~1 LANDSCAPE PLANS~ . 2% 4" D.G. STABILIZED TRAIL zJ 4" D. G. STABILIZED TRAIL CT 13-03 PUO 13-06 HOP 13-01 SUP 13-02 HMP /3' TRAIL EASEMENT I LL 8' 2· i -,--1'""--:::?C,::::--z---_:c__...::,__-J_..1'.'.:..______::,i 1--+::t=~,/.5' CONCRETE APRON ~ j , ,:, I 560-C-3250 / ~--'-tr' pi,;~~- / ~---- <'/ 24" DIA TYPE 'a' BROW DITCH PER / SDRSDD-7Y FINISH CRAOE CRAOE BREAK INSTALL IMPERME/JBLE LINER PER CEOTECHNICAL RECOMMENDATIONS BECIN 6" TYPE J 'c-1' CURB 6" TYPE 'c-I' CURB /0' TR /Tl W ,_, -:J DETAIL-CONCRETE APRON & SPLASHWALL @ CATCH BASIN AT £NO or SLOP£ BENCH SCALE' 1'=4' BECIN 6" TYPE 'c-1' CURB 1.5' CONCRETE APRON 560-C-3250 =:;-u::~::::,.::::;::::-._6'. T'fPE_'c_-1 '_C:_URB " :,-' i.S •• (,_J "" ' t:'i cs -,; "~-' Zo11t.w.,, "' "' "' ,,.-~£DC£ OF DITCH .,;\ ENO 6' TYPE 'C-1' CURB 6" /WOE X 8" DEEP CONCRETE MOW STR!.'o_;_,.~ 24" DIA TYPE '8' BROW DITCH PER SDRSD D-75 TYPICAL SECTION -O.G. TRAIL PORTION ALONC WESTERN EDCE OF DEVELOPMENT NOT TO SCALE 6" /WOE X 8' DEEP CONCRETE MOW STRIP TYPICAL SECTION -O.G. TRAIL PORTION ALONC EASTERN EDCE OF DEVELOPMENT NOT TO SCALE FOUND IN SUBSTANTIAL CONFORMANCE ~ Li,,,( DATE:.J,Lb/t[:" -~~ PLANNING DIRECTOR RECOMMENDED BY:~I~ : '...----" -' ------,; END 6" TYPE 'c-1' CURB /J DATE, e-:;,rr1--r1 ~y ~ DATE: ],zs, 15 9'TY ENGINEER. 4• PERFORATED PIPE@ 1.0% MIN. 4' PERFORATED PIPE @ 1.0% MIN. BEGIN 6" TYPE ~--, ' ' ,: -RECOMMENDED BY: ~~ Q,~~" DETAIL '.4' -BIORETENTION AREA FULLY LINED FLOW-THROUGH PLANTER W/ ALTERNATIVE V2 ' DETAIL '8' -BIORETENTION AREA FULLY LINED FLOW-THROUGH PLANTER W/ GRAVEL lt2 NOT TO SCALE ©2015 O'Day Consultants, Inc. NOTE: I. SOIL MIX AND CRAVEL SHALL HAVE 40% POROSITY AND SHALL BE VERIFIED BY CEOTECHNICAL ENC/NEER 5' PER HOUR INFILTRATION RAT£ 2. SEE SECTION 4 OF CITY OF CARLSBAD STANOARO URBAN STORM WATER MANACEMENT PLAN (SUSMP) DATED 1/14/201 I, FOR ADDITIONAL BIORETENTION SPECIFICATIONS. 3. CONSTRUCT CHECK OAMS AS NEEDED NOT TO SCALE 'c-1' CURB _I ____ ..... _~~-··~~.c._-:__-·~-i-;µ'.'.1.:...l ,'-I·..,.·+',......-:. TYPE 'F' CATCH BASIN W/ OPENINCS ON All 4 SIDES 10' TRANSITION 6' TYPE 'C-1' CURB . 5' CONCRETE APRON 560-C-3250 10' TRANSITION DETAIL -CONCRETE APRON & SPLASHWALL @ CATCH BASIN ALONG SLOP£ BENCH SCALE· 1"=4' G: \101J07\SUB_CONF\1007BT02-0J,dwg Mor 10, 2015 2: 12pm Xrefs: 10078T; 1007an DATE: '.? ,?5. \5 DA TE OF PREPARATION.· MARCH 6, 2015 c~;~~, DESIGNED BY: A.M., J.T. DATE: MAR. 2015 DRAWN BY: J.S. SCALE: AS SHOWN PROJECT MGR,· G.O. JOB NO.: 101307 s 2710 Loker AYa. Ci'til Engineering ENGINEER OF WORK Suita 100 Planning Carlsbad, Colifornio 92010 PrOCl:ll:ii:ling ~ ~ , / / ,12 .. ' I 760-931-7700 Surveying DATE:Jl~s::,_ Fax: 760-931-8680 Odoy@Odayconsultants.com GEORGE IJ'DAY ,/ RCE: . 2014 . -<( - f- co '. I X w w u z <( ::'.2 ; ' et:: : 0 LL z 0 u _J <( n f-N -I z 0 I-lo ~ ...., w N I (J) w 0 co w => (J) f ~ R/W , ~ R/W I /JJ' I 6J' 70' /0' 44' 6' 60' /0' ,_ J_ /f.L~ 8' 12' 12' 12' 10' 12' 12' 12' 5' 12' ,__JL5' 'F <'/ BIKE THRU THRU THRU EFT THRU THRU THRU B.L. RIGHT t/,At "'-1,/' LANE LANE LANE LANE URN LANE LANE LANE TURN z:' i: \ t1,Ai R/W to' \ EXIST. CURB, GUTTER 6" CURB & GUTTER):~ & SIDEWALK 4" PCC SIDEWALK . 8 MEDIAN CURB NON CONTIGUOUS - EL CAMINO REAL {A-A) 6J' 44' NOT TO SCALE f 126' ! R/W 6J' 8' 5J' 10' 1-------=-----µijC"--, , I ,. 8' /2' 12' 12' 10' 12' 12' 12' 8' 5' 0.5' <·/ I ~II-"' <·/ BIKE THRU THRU THRU LEFT THRU THRU , THRU BIKE ",, ,t,;,,-./' LANE LANE LANE LANE ' TURN LANE LANE LANE LANE z:\ ~e• t1,Ai >t-~=,-,~="""';.,.,,,=,;,,.,,=~~""""...;,,,"""'...,;,,"""'....;,=,,.,,.:....,,,Jlju.Jf<..::-/ z:1 44,/' R/W 10' <·/ "'-1..;, EXIST. CURB, GUTTER & SIDEWALK 8" MEDIAN CURB EL CAMINO REAL {8-8) NOT TO SCALE f I 126' , 6J' 44' ,, 44' I I 8' 12' 12' 12' 12' 12' BIKE THRU THRU THRU THRU THRU LANE LANE LANE LANE I LANE LANE 4 • PCC SIDEWALK, NON-CONTIGUOUS ~ ~ 6J' /f.L~ 12' 8' THRU BIKE LANE LANE R/W 10' ,__ I 5' 0.5' 1,,--15' HIGH 14,/' tl,At RETA/NIN, G WALL z:' ' R/W /0' 8" MEO/AN CURB) • 4 PCC SIDEWALK, NON-CONTIGUOUS EL CAMINO REAL {C-C) NOT TO SCALE f ! /JJ' 6J' 44' 6' 60' J' JO' 12' 12' • 4 PCC SIDEWALK, NON-CONTIGUOUS 70' R/W 10· I • EFT THRU THRU 8' 12' 12' 12' 12' 5' 12' I ~, 0.5' , BIKE THRU THRU r,·uov TH,'0 V 8.L 0 •~'HT , -CC'/ ""' ,,, • • ,,,v, ti,'' 'RN LANE LANE ,, LANE LANE LANE LANE LA"'£ TIJ,'R.'N e "'--1..;, '" z: \ t/,At t--=-i\'55..;,,.""""~"""".,..;,"""",.,,,,,iV9",,,,,,;,"==,,;~,,,.,,,,;,,,,,, ..... ~,;,,,,."""'~Lr4< <'/ z:' ~~ EXIST. CURB, GUTTER & SIDEWALK 8" MEDIAN CURB EL CAMINO REAL {D-D) NOT TO SCALE ©2015 O'Day Consultants, Inc. 6" CURB & GUTTER ~ 4" PCC SIDEWALK NON-CON TIC/JO/JS [ R/W j /JB, 75' 10' 65' 5' -4'1--- 12' 5' II' 11' II' /0' I ' 12' ' RIGHT B.l. THRU THRU THRU LEFT j FT THRU TURN LANE LANE LANE TURN 'RN LANE z: \ t/,t,j, EXIST. CURB, GUTTER & SIDEWALK • 8 MEO/AN CURB EL CAMINO REAL {E -E) NOT TO SCALE f R/W !96' -,,~ R/W 6J' 44' to' ti:~ ,__ /2' /2' 8' I 5' 0.5' THRU THRU BIKE t/,At LANE LANE LANE z: \ <"/ 6' CURB & GUTTER ~J "'-1,/' 4" PCC SIDEWALK NON-CONTIGUOUS 1/W STREET LIGHT. BASE & CONOUI T TYP. 80TH SIDES OF STREET 48' 48' JO' PEDESTRIAN JO' PEDESTRIAN ACCESS STREET LIGHT. BASE & CONDUIT T'fP. f R/W JB' R/W i------lll-------"''--+------1 0.5' 8' 14' /4' 1.5' FIRE HYDRANT T'fP. ROBERTSON ROAD {CONNECTION TO TAMARACK A VE.) ''HILLSIDE STREET" DESIGN CRITERIA R/W' NOT TO SCALE f 56' STREET LIGHT. BASE & CONDUIT TYP. 80TH SIDES Of STREET R/W' 18' /8' 10' 10· JO' 16' JO' 10 ACCESS EASEMENT (EASEMENT & LANDSCAPE BUFFER & LANDSCAPE r-L--f-'-"---,..----=----,.-~,z___--,-__ ..:':!.. ___ +--'"'-ill-l---L--0,§_' 5' 4.5 I • 'F 8UFFER 18' 6' 6' 12' 12' 8' 8' 12' 12' 6' 6' BIKE THRU THRU THRU THRU BIKE LANE LANE LANE LANE LANE LANE <'/ 8" MEO/AN CURB L---- 4. PCC SIDEWALK 6" CURB & GUTTER "'-1..;, FIRE HYDRANT T'fP. 80TH SIDES OF STREET /0' PEDESTRIAN ACCESS EASEMENT & LANDSCAPE BUFFER WEST RANCH STREET ''HILLSIDE STREET" DESIGN CRITERIA NOT TO SCALE STREET LIGHT. BASE & CONDUIT TYP. tj 80 TH SIDES OF STREET I O' R/W 10' PEDESTRIAN ACCESS ,__1_0·---20-,---+-'~-2-o-· ---'"-,-o·--' EASEMENT & LANOSCAPE BUFFER R/W 0.5' 5' 4.5 I • ---1 I~-0.5' FIRE HYDRANT TYP. 80TH SIDES OF STREET 6" CURB & GUTTER 4" PCC SIDEWALK NON-CONTIGUOUS 60' COLLECTOR STREET "HILLSIDE STREET" DESIGN CRITERIA NOT TO SCALE -COMMERCIAL/MUL TI-FAMIL Y PORTIONS OF GAGE ORl'IE ANO ROBERTSON ROAD STREET LIGHT. BASE & CONDUIT T'fP. tj 80 TH SIDES OF STREET R/W' /J' 0.5' 5' 75 60' R/W' 17' /7' IJ' I • FIRE HYDRANT TYP. BOTH SIDES OF STREET---.....1. 6" CURB & GUTTER 4" PCC SIDEWALK NON-CONTIGUOUS 60 1 RESIDENTIAL STREET "HILLSIDE STREET" DESIGN CRITERIA NOT TO SCALE -THROUGH-STREET PORTIONS OF BORDEN CT., PORTOLA CT., NELSON CT. ANO LA PAZ CT. -ENTIRE LENGTH OF WADSWORTH ST., GLASGOW OR. ANO l'tELLSPRING ST. -RESIDENTIAL PORTION OF CAGE OR. ANO ROBERTSON RO. 'LIMITS OF RIGHT-OF-WAY FOR PUBLIC STREETS, LIMITS OF PUBLIC UTILITY & ACCESS EASEMENT FOR PR/VA TE STREETS <·/ "'-1,/' FIRE HYDRANT T'fP. 80 TH SIDES OF STREET 0.5' i:' t1,Ai tJAt ..:>f~-.."""'"""'=~f="=-==""""""""n~K ..::-/ z: \ 6" CURB & GUTTER 4'--1..;, 4 • PCC SIDEWALK NON-CONTIGUOUS 56' CUL-0£-SAC STREET ''HILLSIDE STREET" DESIGN CR/ TERIA NOT TO SCALE -CUL-OE-SAC PORTIONS OF BORDEN CT., CRESPI CT., KENTNER CT., CHASE CT., PORTOLA CT., NELSON CT., ANO LA PAZ CT. 'LIMITS Of RIGHT-OF-WAY FOR PUBLIC STREETS, LIMITS OF PUBLIC UTILITY & ACCESS EASEMENT FOR PR/VA TE STREETS STREET LIGHT. BASE & CONDUIT TYP. R/W O' R/W BOTH SIDES OF STREET 1----------1"'-------~ /0' 20' 20' to' 4,5' 5.5 I 5.5' I 4" PCC SIDEWALK CURB, GUTTER FIRE HYDRANT TYP. & SIDEWALK 80TH SIDES Of STREET EXISTING & PROPOSED GLASGOW OR, EDINBURGH OR. R/W "HILLSIDE STREET" DESIGN CRITERIA NOT TO SCALE 60' R/W ,__ _____ __,_,:=...__ ___ -'L..___, 12' 18' /8' 12' 18" 6.5' I 5' ' 'p;..../~~f--_!!,_0. 5 t z:1 tl,A EXIST. 6" CURB & GUTTER EXISTING GLEN A VE. NOT TO SCALE R/W R/W EXIST. 6" CURB & GUTTER EXISTING WINO TRAIL WAY NOT TO SCALE G:\101307\SUB_CQNF\1007BT02-03.dwg Mor 10, 2015 2:12pm Xrefs: 1007BT; 10D7on SHEET 2 Of 23 SHEETS CT 13-03 PUD 13-06 HOP 13-01 SUP 13-02 HMP R/W 4,5' 5.5 J2' EXIST. CURB, CUTTER & SIDEWALK f 84' J2' 10'' 5.5 I EXISTING TAMARACK A VENUE NOT TO SCALE 'PARKWAY WIDTH VARIES 'B' BENCH 1/W /'-4' J' ROUND SLOPE OR 6' MAX. RETAINING WALL PER PLAN {PLANTABLE KEYSTONE-TYPE TO BE USED MIER£ SHOHN) SORSO 0-75 TERRACE DITCH, TYPE 'C' @ 2. 0% MIN. J" CONCRETE (410-C-2000) W/ 6"x6"x//Ox/lO YtELOEO MRE MESH EARTH-TONE COLOR DETAIL-BENCH AT SLOP£ NOT TO SCALE SEE SORSO 0-75 ANO CITY OF CARLSBAD OWG. GS-14 FOR ADDITIONAL SPECIF/CATIONS. ; BENCH WIDTH MAY BE REDUCED TO 5.5' ON FILL SLOPES ANO J.5' WIDE ON CUT SLOPES PER GEOSOILS LETTER DATED OCT. I 1, 2011. FOUND IN SUBSTANTIAL CONFORMANCE -<.:.½...,""2....,Y4¾c.........:><,a__ __ _1,DA TI: ]m// 0 ' PLANNING DIRECTOR RECOMMENDED BY· (l\M4< I Ak::b!Jg,)A. /) ~ATJ», e[f (-t'r/~ ~ ,Jd itA DATE: 3 ·ZS, IS ENGINEER RECOMMENDED BY: ~\,,\~~ DATE: "',,'i',6,\S 271 0 Loker Ave. Suite 100 Corlsbod, Coliforn!o 92010 760-931-7700 Fox: 760-931-8680 0doyODdayconsultanls.com Civil Engineering Plonning Processing Surveying DATE OF PREPARATION.· MARCH /J, 2015 DESIGNED BY: A.M., J.T, DATE: MAR. 2015 DRAWN BY: J.S, SCALE: AS SHOWN PROJECT MGR: G.0. JOB NO.: 101307 ENGINEER OF WORK -<t: - I---m I X w w u z <t: 2 O:::'. 0 LL z 0 u _J <t: -n I--UJ z -I <t: 0 ~ I--_.., UJ (J) N I m UJ 0 UJ =:i (J) ' ' ' BOUNDARY DATA DELTA BEARING RADIUS LENGTH S 01'49'/J" W --1619.75' S 6J'.J6'0/" E J/3. /J' S lJ'IJ'/4" E --230.87' S 04'50'0J" E 436.7]' 6 = 20VJ'.J8" 594.00' 207.97' 6 = 0]'54 '17" 50.00' 3. 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 4!'.J4'f6" W --Jl.97' N 86V9'00" W --99.25' S 5l'24'58" W --/18.66' N 60VJ'57" W --489.7]' S 37'29'54" W --15.9/' S JJ'/6'42" W --J0.06' S JI '.J4 '45" W --28. 46' S 28'24'5]" W --21.22' S 2]'5!'09" W --26.06' S 20'12'37" W --24.51' S 17'48'20" W --25.83' S 16 '.]9'11" W --22.22' S OOV8'!6" E --49.53' S !8'45'1/" W --24.6/' S 18'09'3!" W --38.98' S 15'.J/'28" W --44.2]' S l5'/0'J8" W --29.09' S 19'.J/'/3" W --Jl.42' S l9Vl'J4" 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 3JVJ'J/" W --24.9/' S 32'!7'/9" W --96. 78' S 15'12'28" W 17. 77' S 08'.J8'2J" W --16.96' S 02'/5'56" W --21.18' S 04'/8'02" E 20.65' S 14'/4'32" E --11.42' S 29'/9'05" E --12.21' S 4JV6'27" E --20. 44' S 5J'.J9 '29" E --20. 48' S 53'12'20" E --26.2]' S 56'45'45" E --Jl.20' S 55'54 '54" E --36. /J' S 54'.J4'57" E 39.70' S 5J'.J9 '53" E --4/.98' S 48'.J2'J7" E --23.08' S 52'/8'59" E --29.9/' S 52'!6'5!" E --35.98' S 51'08'56" E --43.67' S 48'/4'56" E --38.89' S 47'48'.J2" E --40.97' S 41'.J2'57" E --32. 4!' S 50'.J9'48" E --46. /2' S 48'5J'42" E 21.99' S 66'28'/8" E --16.06' S 47'/7'11" E --11.12' S 25'45'09" W --90. !2' S 2J'.J8'/0" W --109.80' N 82'47'45" W --12.11' S ]2'50'45" W --16.18' 6 = 0]'59°04" 6855.J/' 476.73' N 60'25'J7" W --449. 4J' 6 = J/'40'J6" 2045.09' //J0.65' S 87'5]'47" W 761.88' 6 = 43'0I 'Jl" 1555.07' 1167.80' N 49V4'J6" W --511.J/' 6 = 05'23'02" 2045. 09' 192. !7' N J5'.J2'22" E --55.00' N 44'46'29" W 132.79' N J/'58'59" E --69.52' N 36'59'55" E --92.46' N 42'4J'42" E 92.46' N 48'.JJ'I!" E 92.75' N 6J'.J2'49" E 92.]5' N 47'45'28" E 94.49' N 7870'o9" E --93. 12' N 77'.J1'25" E 91.0!' N llVJ'/2" E 89.97' N 64'.J8'40" E 96.25' N 85'05'/J" E 96.]8' N 89'.J8'JJ" E --100.00' N 88'57'JO" E --100.!J' N 85'59'oJ" E --106.46' N 86'47'38" E --110.56' N 61'28'22" E --110.57' N 6677'70 E --106.20' N 60'.J9'47" E --105.87' N 54'42'29" E --104.85' N 55'.J8'48" E --99.66' N 58'26'48" E --100.12' N 58'2!'/9" E /00.18' N 55'29'/9" E --99.96' N 52'.J6'JJ" E --100.20' N 5l'40'56" E 103.75' N 48'.J2'08" E --104.7]' N 4J'05'J9" E --104.95' N 41'41'52" E --/0/.54' N 41 '25'43" E --100.09' N 38'.J/'/9" E --99.98' N J7'50'2J" E --106.]4' S 8978'59" E --1688.99' N 53'52'.JO" W --173.68'. 6 = 05'58'25" 470.00' 49.00' S 8978'59" E 20.54' S 51'.J9'0J" E --249.77' S 89'/8'59" E --346.JJ' ©2015 O'Day Consultants, Inc. ~ 6 7* 8 9 10 11 12 13 14 15 16 17 18 19 25 26 27 31 33 34 37 PURPOSE PIPELINE & INCIOENTALS DRAINAGE ANO SLOPES PUBLIC UTILITIES & INCIOENTALS PUBLIC IJTILITIES & !NCIOENTALS PIJBLIC IJ TILi TIES & INC/DEN TAI S PIPEUNE & INCIDENTALS DRAINAGE RIGHTS PUBLIC IJTILITIES & INCIDENTALS ORA/MAGE CHANNEL PUBLIC HIGHWAY PIJBLIC U TIL/1/ES & INCIDENTALS PIPELINE & INCIDENTALS SEWER ORA/NACE PUBLIC ACCESS TEMP. CONSTRIJCTION ORA/NACE & ACCESS CONSERVATION OPEN SPACE PEDESTRIAN TRAIL PIJBLIC STREET & IJTILITY EASEMENT TABLE OWNER O.M. w.c CITY OF CARLSBAD S.0.C.&E. S.O.C.&E. S.D.C.&E. CM. W.O. CM. W.O. S.D.C.&£ COIJN TY OF SAN DIEGO COUNTY OF SAN DIEGO s.o. G.&E. CM.W.O. CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD Cl TY OF CARLSBAO CN.L.M. CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD DOCUMENT BK. 1196, PC. 142, DEEDS 8K. 479, PC. 341, O.R. BK. 521, PC. 230, 0.R. BK. 4302, PC. 421, O.R. BK. 4874, PC 14], O.R. BK. 4874, PC 148, O.R. DOC 96185, O.R. DEED, FILE NO. 1851 DOC 98881, O.R. DOC 44681, O.R. DOC 169552, 0.R. DOC 21336], O.R. DOC 1411/J, O.R. DOC 248011, 0.R. OOC 74-/11855, O.R. DOC 2007-0388770, O.R. DOC. 2007-0388771, O.R. DOC 2007-0388772, O.R. ooc. 2007-0786161, O.R. DOC. 2008-002/149, O.R. DOC. 2008-0322654. O.R. DOC. 2007-0388769, O.R. 'LOCATION CANNOT BE DETERMINED FROM RECORD INFORMATION .• / ,,,,>/ /;,",> / / , / • , /,1' , ,// ,/ __ / . . . / //'/ / / : ; ,-/ /',/·,"/j // / ,,/ ,,,,, ' , /,,.. /, _//,' ,/·' // _./,// .---/ ,'/ ,/ / // ,//; /_1"',, ',,/ /::/_/ /~:~ ,_,-J' / /' f -~--L _,__, __ i" ·, • ' i ,' ) ) j i\ 57 258 259 260 26 . i ,, . ,/,(/ ' / , ; <:< . <,-· > >-J _,/:;(//;7: ,',,.-·//,/' .-0 "J' ,J / ,, /' / / / ,, •._,,•:~ /'' ~ ,· ,,-/ -· / , / g,, ,.,, _,/ ' /' ,,' _/-•:/,' ..... : : \1 P,,{~JFJ \-Ji,, ~tJ~l;;lj~ ~ ~~..,-"/ . , /, ,, / ; ;' --,--,;,"/ '. / ,' .,.. / 7S ~ :'.• ,>'. • , '.":tr✓:~'. \\" /_,,:,,·_,:;:-,_· __ ,· r;:;>:;," / / /, <··_,,-, /;::> •,-.... ~ \ '.\ •, ·, "; ·, .\ \ '\\\ \ ' , . . .· .. 1,11. /J, . ABIJTTER's AClFSS RIGHTS.· . .-</,'"",. ;: ;); TO BE REUNOIJ!SfjfD.f . _./ / ,;, "/ . / __ ,.,, ; / .. / ,/ /', ,,. : : / , , _j :t_ ; /"' ,, .,,,' / / __ ,.,' J /' ,,~ REC. DATE JIJLY II, /930 MAR. 10, 1936 JUNE 12, 1936 NOV. 21, 1951 JUNE I, I 953 JUNE I, I 953 . , DISPOSITION TO BE QIJI TCLAIMEO TO BE 0/JI TCLAIMED TO BE 0/JI TCLAIMED TO REMAIN TO REMAIN JUNE /6, /961 POR 1/0N TO BE OU/ TCLAIMEO JAN. 4, 1963 N/A (OFF/STE) JIJNE 16. /966 TO REMAIN MAR. 12, 1970 TO REMAIN SEP. 18, 1970 N/A (OFFISIE) NOV. 20, 1970 TO BE QIJ/ TCLA/MED JULY 8, 1971 N/A (OFF/STE) OCT. 21, 1971 N/A (OFF/STE) JIJLY 2, 1974 TO REMAIN JUNE 8, 2007 TO REMAIN JIJNE 8, 2007 TO BE OU/ TCLAIMEO JUNE 8, 2007 TO REMAIN DEC 21. 2007 TO REMAIN JAN. /6, 2008 TO REMAIN JIJNE 16. 2008 TO REMAIN JIJNE 8, 200 7 TO REMAIN NO 5 21 22 23 24 28 29 30 32 . 122 1_23 124 I ---. ,' . ' !JI ., 32 33134 55 / ,'', /I • / .. ,-.::.._~__,.-;:_• -L / FOUND IN SUBSTANTIAL CONFORMANCE ~ 2Jw DATE: 3/t7,ltS: PLANNING DIRECTOR RECOMMENDED BY:~f~ ,\ ~ /J D°)T: &:,-f-A-/~ - !'.'haw ~DATE,_3~•~zs_, ~1~s ;!Jf ENGINEE • RECOMMENDED BY: ~.,.~~~C?0.-.=s'~~------ DATE: ~j~ ENCUMBRANCES REC. DATE DOCUMENT TITLE N/,4 N/,4 WATER RIGHTS 5.0' ?',CCESS OP£, , ir: ,.._,,......-'-cc:: ' .. ,_ // , . , ~· ., '"/✓ J ,.// ">-""~,.,,;.,;-,/,,·-, too' A r:t:ss oi>. 'NINc, ' ...... NOV. 20, 2001 DOC 2001-0876730, O.R. MEMORANOIJM OF AGREEMENT REGARDING CONVEYANCE OF EASEMENTS NOV. I, 2002 DOC 2002-0974684, O.R. TEMPORARY RICHT OF ACCESS PERMIT JAN. JI, 2007 DOC. 2007-0066979, 0.R. PARKLAND AG'REEMENT FOR THE ROBERTSON RANCH MASTER PLAN JAN. JI. 2007 DOC 2007-0066990, O.R. PARKLAND PURCHASE AGREEMENT JIJNE 14, 2007 DOC. 2007-04044/9, O.R. OEED RESTRICTION DEC /9, 2007 DOC 2007-018/102, O.R. NOTICE OF RESTRICTION ON REAL PROPERTY OEC 19, 2007 DOC. 2007-018/10], O.R. NOTICE OF RESTRICTION ON REAL PROPERTY OEC. 21. 2007 DOC. 2007-0186/69, O.R. MEMORANOIJM OF MANAGEMENT ANO FUNO/NG AGREEMENT G: \101J07\SUB_C0NF\1007BT04.dwg Mac 10, 2015 2, 14pm 271 0 Loker Ave. Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 0day@0doyr;;on:,ultafll:,.r;;om Xrefs: 10078T; 1007AMAP; 1007WMAP; 1007on; 1007ATP01; 1007WSTR; 0114T-PA14; 1007bgrd; 1007BMAP; 1007BUTL; 1007Csite; 10078STR Civil Eflgifleeriflg Planning Processiflg Surveying o· so' 200' 100 400' SCALE: 1" = 200' DA TE OF PREPARATION.· MARCH 6, 2015 DESIGNED BY: A.M .• J.T. DATE: MAR. 2015 DRAWN BY: ~J=.S~. ___ SCALE: 1 • = 200' PROJECT MGR.· G.D. JOB NO.: 101307 ENGINEER OF WORK -<( I- m I X w w u z <( 2 0::::: 0 LL z 0 u _J <( -I-n z ~ <( -I I-0 t,-a, (J) -h w m N I => w 0 (J) w ©2015 O'Day Consultants, Inc. X 2002 9 dw Mar 10 2015 2: 17pm G: \101307\SUB_CONF\t ~f.7~~ti ~~p· g1007WMAP; 1007AU1l7; Xrefs: 10078T; 1007ATP ' a •,j 1007WSTR; 0114T-PA14; 1007WU1l; 1007BTLY; 1007WGRD; 1007Csite; 1007BMAP; , ,;SHEET 5 or 23 SHEETS c),:j CT 13-03 X 20J,: PUD 13-06 HOP 13-01 SUP 13-02 HMP o· 10' 40' 20 80' SCALE: 1" = 40' NOTES: @SIGHT DISTANCE CORRIDOR PER LANDSCAPE @ffi~t:~T FOR PIJBLIC IJllLITY ANO GENERAL @:fffSio r::;,~s,:~ETATEO ANO TIJRNEO Off:R TO CONSERVANCY AGENCY 1007WUTL; 1007WGRD; 1007WSTR; 1007bstrJ 1007bgrd; 1007BUTL; 10~7BSTR; f- m I X w w u z <( 2 0:::: 0 LL z 0 u _j <( f-z ~ en m =:> en VI s. N UJ \ ' . ;ggJ X X . 200.2 -.-.\x 200.5 " ~- \ \ i ' ~o . 0,,, \ \ \ \ OBSCU~,D \ \ ,\ ', ' \ ' ·IVOTcs.· X I @SIGHT 0/STANCE CORR/OOR PER LANOSCAPE MANl/AL @EASEMENT FOR Pl/BL!C l/T!L/TY ANO GENERAL ACCESS Pl/RPOSES @AREA TO BE REVEGETATEO ANO Tl/RNEO OVER TO CONSERVANCY AGENCY ©2015 O'Day Consultants, Inc. 202.7 202. /; * 'x 202. 4 X 20J2 G:\101307\SUB_CQNF\1007bto5-19.dwg Mar 10, 2015 2:17pm 2710 Loker Ave. Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 Odoy@Odoyconsullonhl.com Civil E;nglneerlng Planning Processing Surveying 6 Of 23 SH££TS CT 13-03 PUD 13-06 HDP 13-01 SUP 13-02 HMP !oATE OF PREPARATION: MARCH /J, 2015 ENGINEER OF WORK Xrefs: 10078T; 1007ATP01; 1007amap; 1007WMAP: 1007AUlL7; 1007WSTR; 0114T-PA14; 1007WUTL; 10078TLY; 1007WGRD; 1007Csite; 1007BMAP; 1007bgrd; 1007BUTL; 10078STR; 1007WUTL; 1007WGRD; 1007WSTR; 1007bstr3 I- m I X w w u z <( L O:'.'. 0 LL z 0 u _J <( 1-z ~ (J) m :=:i (J) ©2015 O'Day Consultants, Inc. F UND IN SUBSTANTIAL CONFORMANCE G:\I0IJ07\SUB_C0NF\1007bt05-19.dwg Mor 10 2015 2·18 Xrefs: 10078T; 1007ATP01; 1007amop; 1007WMAP; 1001Au{~; I007WSTR; 0114T-PAl4; 1007WUTL; 1007BTLY; 10 I 7 OF 23 SH££TS CT 13-03 PUD 13-06 HOP 13-01 SUP 13-02 HMP o· 10· 40' 20 80' SCALE: 1" = 40' NOTES: @ SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @EASEMENT FOR PUBLIC UTILITY ANO GENERAL ACCESS PURPOSES @AREA TO BE REVECETAT£0 ANO TIJRNEO OVER TO CONSERVANCY AGENCY ENGINEER OF WORK DATE: J'. ~ //.,· RCE: 3~ 07WGRD; 1007Csite; 1007BMAP; 1007bgrd; 10D7BUTL; 1007BSTR; 1007WUTL; 1007WGRD; 1007WSTR; 1007bstr3 -1 <( f---m --I X w w u z <( 2 0::::: 0 LL z 0 u __J <( f-n z ..... <( ---f f-0 .... (J) -ti w m N I => w 0 w (J) SEE SHEET 5 /::.<.:, / ,/,-" "' . ~ .··· .· . ~/ ~ / ©2015 O'Day Consultants, Inc. SEE SHEET 12 G: \101307\SUB_CONF\1007bt05-19.dwg Mor 10, 2015 2:18pm 2710 Loker Ave, Suite 100 Carlsbad, Co!ifornla 92010 760-931-7700 Fox: 760-931-8680 Odoy@Odoyconsultonts.com Clvll Engineering Planning Processing Surveying SHEET 8 OF 23 SHEETS CT 13-03 PUD 13-06 HDP 13-01 SUP 13-02 HMP o· 10· 40' 20 SCALE: 1" = 40' ~t-SE£ SH££T 9 FOR SECTION H-H NOTES: 80' @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @EASEMENT FOR PUBLIC UTILITY ANO GENERAL ACCESS PURPOSES @AREA TO BE REVEGETATEO ANO TIJRNEO O'k:R TO CONSERVANCY AGENCY DA TE OF PREPARATION: MARCH 6, 2015 DESIGNED BY: A.M., J.T. DATE: MAR. 2015 DRAWN BY: __,J,,..S~-___ SCALE: 1 • -40' PROJECT MGR: G.0. JOB NO.: 101307 ENGINEER OF WORK ~ a ,a..,, DATE, ~ .1,,//,.,-crnRcF,1)lloAY ...,, __ ___:::R.::.CE:::: ::F'J20i4 Xrefs: 1007BT; 1007ATP01; 1007omap; 1007WMAP: 1007AUTL7; 1007WS-fR; 0114T-PA14: 1007WUTL; 1007BTLY: 1007WGRD; 1007Csite; 1007BMAP; 1007bgrd; 1007BUTL: 10078STR; 1007WUTL; 1007WGRO; 1007WSTR: 1007bstrJ -1 ~ <C f---OJ I X w w u z <C 2 0::: 0 LL z 0 u _J <C f--n z 00 -f ~ 0 ~ -tt (J) N w OJ ., I w 0 =:> w (J) i ""'-::c;,,,+ , / ".,,. ~.? ~ , = -0 ~.,., ___ ::,~ ," 557 X LIMIT OF ·, 100 YEAR..,, . INUNDATION 692 I I I OBSCUR,O X 627 ©2015 O'Day Consultants, Inc. SEE SHEET 14 G:\101307\SUB_C0NF\1007bto5-19.dwg Mar 10, 2015 2:19pm SEE SHEET 7 SHEET 10 OF 23 SHEETS CT 13-03 PUD 13-06 HDP 13-01 SUP 13-02 HMP 2710 Loker Ave. Suite 100 Carlsbad, California 9201 0 760-9J1 -7700 Fax: 760-931-8680 Odoy@Odoyconsultonts.com o' 10· 40' 20 so· SCALE: I" ~ 40' FOUND IN SUBSTANTIAL CONFORMANCE ....s~Z!C!.J.-,?t'-----'...,~4-~ _____ _uDATE: 3,/?7/i \)- PLANNING DIRECTOR RECOMMENDED BY4~ ~ ~~ ~AT~·= ~rrr/-1..,.1 _Ji;t-;p DATE: S' 25, }~ ~fNGINEER RECOMMENDED BY: ~ ~..,...,·~~"-·-~----- DATE:~ '.',,'?:;,•):> Civil Engineering Planning Proces~ing Surveying NOTES: @SIGHT DISTANCE CORRIDOR PER LANDSCAPE MANUAL @EASEMENT FOR PUBLIC UTILITY AND GENERAL ACCESS PURPOSES @AREA TO BE REVECETA TED AND 1/JRNED OVER TO CONSERVANCY AGENCY ENGINEER OF WORK DATE:3 ///2'6"' RCE; ~ Xrefs: t007BT; 1007AlP01; 1007amop; 1007WMAP; 1007AUTL7; 1007WSTR; 0114T-PA14; 1007YIUTL; 1007BTLY; 1007WGRD; 1007Csite; 10078MAP; 1007bgrd; 10078UTL; 1007BSTR; 1007WUTL; 1007WGRD; 1007WSTR; 1007bstr3 -<( I--Q) I X w w u z <( 2 0::: 0 LL z 0 u _J <( -I-z i ~ n 0 -, (J) •i 0 ~ Q) ' .... w =:) I\J I (J) w 0 w I ....,.. -.. 96 . . 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