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HomeMy WebLinkAboutMS 09-04; DOS COLINAS; Planning Commission- .. ~==;~===,~~PROJECT i A· SITE <;?, r VICINITY MAP NOT TO SCALE LEGEND PROPOSED PROJECT BOUNDARY EXISTING PROJECT BOUNDARY BUILDING FINISH FLOOR £LEVA TION FF 104.8 AND PAD ELEVATION Pt04.D BUILDING NUMBER 0 PROPOSED EASEMENT LINE EXISTING SEWER MAIN WITH MANHOLE PROPOSED SEWER MAIN WITH MANHOLE EXISTING WA 7ER MAIN --···-<r----() --441--0 --\N--- ---w-- EXISTING CONTOURS PROPOSED SLOPE BANK (2: 1 MAX) PROPOSED CONCRE7E CROSS GUTTER EXISTING STREET LIGHT -PUBLIC PROPOSED STREET LIGHT -PUBLIC PROPOSED STREET LIGHT -PR/VA 7E PROPOSED PROJECT SOUND WALL EXISTING 100-YR FLOODPLAIN LINE (FEMA) PROPOSED DOMESTIC WATER MAIN {SIZE TO BE DETERMINED AT FINAL ENGINEERING.} EXISTING RECLAIMED WA 7ER MAIN EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT --ev1i-- EXISTING 100-YR FLOODPLAIN LINE (L Y/E) PROPOSED 100-YR FLOODPLAIN LINE (LYLE) EXISTING CHANNEL FLOWLINE PROPOSED CEN7ERLINE STREET ELEV. PROPOSED RETAINING WALL PROPOSED STORM DRAIN -PUBLIC (SEE SHEET 4 FOR LOCATION) PROPOSED STORM DRAIN -PR/VA 7E (SEE SHEET 4 FOR LOCATION) EASEMENT CALLOUT (SEE SHEET 1D) PROPOSED% OF GRADE RIP-RAP {ENERGY DISS/PATER) 518.2 ====%==== -----=-o --------~---- 2% AC PAV/NG/ENHANCED AC PAVING ENHANCED PAVING (PER LANDSCAPE PLAN$) DG PAVING CONCRETE PAVING (SIDEWALKS) TURFBLOCK BROW DITCH PROPOSED BROW DITCH EXISTING PARKING SUMMARY: COTTAGES NORTH -40 UNITS REQUIRED PROVIDED RESIDENTIAL COTTAGES: 1.5 SPACES PER UNIT 1.5X40= 60 GARAGES RESIDENTIAL TOTAL 60 COTTAGES: 0.2 SPACES PER UNIT 0.2 X40 = 8 STANDARD GUEST (1 IN 5 SPACES) PARALLEL GUEST TOTAL 8 TOTAL 68 PARKING SUMMARY: COTTAGES WEST-9 UNITS REQUIRED PROVIDED RESIDENTIAL COTTAGES: 1.5 SPACES PER UNIT 1.5X9, 13.5 GARAGES RESIDENTIAL TOTAL 14 COTTAGES: 0.2 SPACES PER UNIT 0.2 X9, 1.8 STANDARD GUEST (1 IN 5 SPACES) PARALLEL GUEST TOTAL 2 TOTAL 16 PARKING SUMMARY: COTTAGES SOUTH -9 UNITS REQUIRED PROVIDED RESIDENTIAL COTTAGES: 1.5 SPACES PER UNIT 1.5 X9 = 13.5 GARAGES RESIDENTIAL TOT AL 14 GUEST COTTAGES: 0.2 SPACES PER UNIT 0.2 X9 = 1.8 STANDARD (1 IN 5 SPACES) PARALLEL GUEST TOTAL 2 TOTAL 16 PARKING SUMMARY: 95 ASSISTED LIVING BEDS AND 166 INDEPENDENT LIVING UNITS REQUIRED PROVIDED INDEPENDENT LIVING 166 UNITS: 1.7 SPACES PER UNIT 166X1.7= 282.2 UNDERGROUND (STA NOA RD) OPEN/BAY/PARALLEL - = = = = ASSISTED LIVING 95 BEDS (81 UNITS): .45 SPACES/BED 95X .45 = 42.75 HANDICAPPED (INCL GARAGE) = COMPACT = INDEPENDENT / 326 ASSISTED LIVING TOTAL GUEST TOTAL 1 SPACE PER 5 UNITS IS INCLUDED IN THE 1.7 SPACES/UNIT NOTED ABOVE. TOTAL 326 PARKING SUMMARY: OVERALL TOTAL REQUIRED PROVIDED OVERALL TOTAL 426 =:Y· r ~ o-v · DODODDODOCIDD ·00000000000000000 = = = - - ~X>l k';::';/:::;;s,:.::>~:J 1-· .. ·········i . --. . . . . . . . . . . -. . . . . . . . . -. . . . . 80 80 6 4 10 90 18 18 5 0 5 23 18 18 2 ) ) = 3 5 23 52 234 14 32 332 332 468 MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR SITE CITY OF CARLSBAD, CALIFORNIA SHEET 8 SUBDIVISION BOUNDARY I; I; I; -- (( I I I I ~ II II SHEET12 EARTHWORK I GRADING QUANTITIES PROJECT EARTHWORK SUMMARY SECTOR CL/T CUT' FILL Senior Living Site 331,580 325,980 283,700 • Onsite • Offsite (Don Carlos Access Road) 330 280 30 • Remedial 299,550 257.020 299,550 Senior Living Subtotsls 631,460 583,280 583,280 Total Project Grading Balance 631,460 583,280 583,280 College Boulevard • North 700 600 42,300 • South of Bridge 980 960 19,000 • East Frontage ROW 120,420 , 124,220 61.710 ** • West Frontage ROW 9,600 10,000 15,300 .. Remedial 77,000 66,390 77,000 College Boulevard Subtotal 208,700 202,170 215,310 BJ Basin 18,540 18,540 5,400 Zone 15 Infrastructure Subtotal 227,240 , 220,710 220,710 Total Project Grading (Balance) 858,700 803,990 , 803,990 * VOLUMES ARE ADJUSTED FOR SHRINKAGE AND BULKING GRADED AREA (AC) 38.7 0.4 3.1 1.8 9.6 2.0 5.8 .... THE EAST FRONTAGE R.O.W INCLUDES BORROW DIRT FROM CANT AR IN I ENVISIONED IN CANTARINl EIR & ON TM SUBDIVISION -+---, BOUNDARY SHEET 7 PUBLIC UTILITIES AND DISTRICTS SIGNALIZED INTERSECT/ON (SEE. DE.TAIL SHT. J) SUBDIVISION BOUNDARY \ ' "<\ GAS AND ELECTRIC TELEPHONE WATER RECLA I MED WATER SEWER STORM DRAIN FIRE POLICE SCHOOLS SHEET 9 ,/\ r, ,~ ___ ..,,,,,, / / / / I I I SAN DIEGO GAS & ELECTRIC PACIFIC BELL TELEPHONE CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT CI TY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD CARLSBAD UNIFIED SCHOOL DISTRICT ABBREVIATIONS FL TW BW TF FS s w RW SD NTS ELEV 1£ R/W PL GB Pl p SF NSF FP vc MH RCP FLOW LINE TOP OF WALL BOTTOM OF WALL TOP OF FOOTING FINISH SURFACE SEWER WATER RECLAIMED WATER STORM DRAIN NOT TO SCALE ELEVATION INVERT ELEVATION RIGHT OF WAY PROPERTY LINE GRADE BREAK POINT OF INTERSECT/ON (V.C.) PAD ELEVATION GROSS SQ. FT. NET SQ. FT FLOOD PLAIN VERT I CAL CURVE MANHOLE RE I NFORCED CONCR£7E PI PE SHEET11 -- r j SIGNALIZED INTERSECTION (SEE. DETAIL SHT. J) SHEET13 KEY MAP ...... ... __ __ SCALE: 1" = 200' SHEET14 H&/\. 3/22/201 l ,,,--EXISTING SIGNALIZED INTERSECT/ON (SEE. SHT. 14 FOR NOTES) GE'NERAL NOTES 1 . TOTAL GR&SS SI TE AREA: COLLtGE BL VD AREA: 46.0 ACRES 2. 75 ACRES NET SI TE AREA: NET DEVELOPABLE AREA: 43.25 ACRES (GROSS AREA -COLLEGE BLVD) 41. 1 ACRES (PER CONSTRAINTS MAP) 2. TOTAL NO. PARCELS: 3 1 RESIDENTIAL ASSISTED LIVING PARCEL (PCL 1) 1 MOBILE HOME PARK/RV PARKING/GARDEN (PCL 2) 1 CONSERVATION OPEN SPACE (ESMT) (PCL 3) = 35.31 ACRES = 6. 73 ACRES = 1.21 ACRES 3. TOTAL NO. OF UN I TS: 305 COMMERCIAL DWELL I NG UN I TS (INCLUDES 20 AFORDABLE UN I TS) IL BLDG: 166 COMMERCIAL DWELL I NG UN I TS (INCLUDES 20 AFFORDABLE UN I TS) ALZ BLDG: 81 COMMERCA IL DWELL I NG UN I TS COTTAGES: 58 COMMERCIAL DWELLING UNITS (SEE PROJECT ARCHITECTURE FOR DETAILS) 4. ASSESSOR'S PARCEL NUMBER: 209-060-70 5. EXISTING LAND USE: VACANT 6. EXISTING GENERAL PLAN DESIGNATION: RLM (0-4 DU/AC) PARCEL 1 : RLM (0-4 DU/AC) PARCEL 2 : RLM (0-4 DU/AC) PARCEL 3 : RLM (0-4 DU/AC) 7. PROPOSED GENERAL PLAN DES I GNAT I ON: RM ( 4-8 DU/ AC) PARCEL 1 : RM ( 4-8 DU/AC) PARCEL 2 : RM ( 4-8 DU/AC) PARCEL 3 : OS (OPEN SPACE) 8. EXISTING ZONING: LC (LIMITED CONTROL) PARCEL 1 : LC (LIM I TED CONTROL) PARCEL 2: LC (LIMITED CONTROL) PARCEL 3: LC (LIMITED CONTROL) 9. PROPOSED ZONING: PARCEL 1 : RD-M (RESIDENTIAL DENSITY -MULTIPLE) PARCEL 2: RMHP (RESIDENTIAL MOBILE HOME PARK) PARCEL 3: OS (OPEN SPACE) 10. LFMP ZONE: ZONE 15 11. AVERAGE DAILY TRAFFIC: 1,090 TRIPS (SEE LLG TRAFFIC REPORT AND REVISED LETTER DA TED 4-22-11) 12. TOTAL BUILDING COVERAGE: APPROX. 6.0 ACRES (17.0% OF LOT 1 AREA) 13. PERCENT OF PARCEL 1 LANDSCAPING: APPROX. 52.0% GE:NERAL DESIGN NOTES 1 . ALL STREET DES I GNS, STREET LIGHTS, AND FI RE HYDRANTS SHALL CONFORM TO CITY OF CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY THE CITY ENGINEER. 2. ALL EASEMENTS SHALL 8£ PROVIDED FOR, REMOVED, QUITCLAIMED OR RELOCATED AS REQUIRED BY THE CITY ENGINEER, PUBLIC UTILITIES AND THEIR APPROPRIATE DISTRICTS. 3. ALL PROPOSED UT IL IT I ES SHALL 8£ UNDERGROUND. 4. CONTOUR INTERVALS: 2/10 FEET 5. TOPOGRAPHY PREPARED BY: PHOTOGEODEDIC, ·FLOWN 10-27-05 6. FIN I SHED GRADES ARE APPROX I MA TE ONLY AND SUBJECT TO CHANGE AT FINAL DESIGN CONSISTENT WITH THE CITY'S SUBSTANTIAL CONFORMANCE POLICY. 7. PRELIMINARY SOILS REPORT PREPARED BY: SOUTHERN CALIFORNIA SOILS AND TESTING, DATED 01-09 8. LANDSCAPING AND TREE PLANTING SHALL 8£ INSTALLED PER TH£ CARLSBAD LANDSCAPE MANUAL. LANDSCAPING SHALL ALSO COMPLY WI TH TH£ MITIGATION MEASURES OUTLINED FOR £/R 09-01 AND RECOMMENDATIONS OF TH£ BIOLOGICAL TECHNICAL REPORT. 9. CUT AND FILL SLOPES NOT TO EXCEED 2: 1. 10. MODEL UNITS MAY BE BUILT PRIOR TO FINAL MAP RECORDATION IF SPECIFIC APPROVAL IS GRANTED BY THE CITY ENGINEER AND PLANNING DIRECTOR. 11. SEE LANDSCAPE PLAN FOR PERIMETER WALL & FENCE LOCATIONS. 12. AVERAGE SEWER GENERATION: .067 MCD (FOR 305 £DU'S) AVERAGE POTABLE WATER DEMAND IS 84. 7 GPM FI RE FLOW DEMAND: 2, 50D GPM 13. THE INDEPENDENT LIV I NG AND THE ASSISTED L I VI NG BU I LD I NGS ARE PROPOSED TO 8£ SPRINKLERED. 14 IT IS INTENDED THAT MULTI PL£ FINAL MAPS MAY BE FI LED IN ACCORDANCE WI TH THE PROVISIONS OF ARTICLE 4 OF SECTION 66456. 1 OF THE SUBDIVISION MAP ACT ON LARGE MASS GRADED LOTS. LEt3AL DESCRIPTION PO/?TION OF LOT "8" IN RANCHO AGUA HEDIONDA, IN TH£ CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE 0Ff7C£ OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1896. OVVNER I APPLICANT WEST SENIOR LIVING R/£ LLC A CAL I FORNI A LIM I TED L I AB IL I TY COMPAf:fr'--· ~C~ITY""'"~O~F,;'C:;:'A','4~~-1.""ei::,_,!il:'l,A'!l:o:"""-'"""'1 5796 ARMADA DR , SUITE 300 PLANNING COMMiSSION CARLSBAD, CA 92008 (760) 496-7621 Case Name:Ck Co!lna,s Case No.:fijl, ril-ol, GPA ()1-ol ZC 0%1,lhn !'.5{f)) Rm.JP qlrbl [ b) CuP (fl-01. '.:JJP '2. !.!DP t>'l-62 !!rnP rf{-o2. p,:q..oz_ [f\if)ur r:Jtd,\.I'~ PI°" ..s c9_.:) ()._ , ...... , ___ _ DAVID A. HAMMAR R.C.£. 34757 MY REGISTRATION EXPIRES ON 9/30/11 PREPARED BY: REVISION SUBMITTAL DATE BY 01/29/09 H&A RESUBM I TTAL 07/15/09 H&A I HUNSAKER RESUBMITTAL 11/20/09 H&A & ASSOCIATES FR='=E.=SU::::::B:;:,;M l'-=T=-TA=.L_:-1.:..:N.:.::TE.::..:.R.:..::I M'--------+==:'-;'='f RESUBM I TTAL 12/10/09 H&A 04/01/10 H&A SAN DIEGO, INC RESUBM I TTAL PLANN!NG 9707 Waples Street RESUBM I TTAL ENQNEERING San Diego, Ca 92121 RESUBM I TTAL SURVEYING PH(858)558-4500 · FX(858)558·1414 RESUBM I TTAL RESUBMI TTAL MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 05/25/10 H&A 08/06/10 H&A 03/22/11 H&A 06/15/11 H&A 08 17 11 H&A SHEET 1 OF 19 R: \0897\&Pln \Dos Colin as -MS 09-04-Senior Site Sht 01.dwg[}Aug-22-2011: 72: 19 ---------------- ' 1l ~ " ~ " ~ ESMT. VARIABLE WIDTH-PR/VA 1E DRIVEWAY ESMT. (GENERAL ACCESS ANO UTILITY EASEMENT) 21'/23' ~ 21'/23' ., 5' VARIABLE 76' • 10'/14' " 76' VARIABLE 5' MEDIAN ( 1,-J r 6" CONCRETE CURB (TYPICAL) 2% 2% -2% 2% -. ,, ··.s1,.,,., ,, L ,,, -. ., ,. ~c . -~. ······ ······::::::::::::::::: ............. ,. . .................... ............... ............... -:-:-.-.-.-.-,.. ................ ·•······ :),_\'\\ "' <:: ~Ill.'. 7/1/~ )X--'""~\\',, tl I M ~ A.G. PA VE:MENT AND I 1E "- BASE (TYPICAL) 1 "-WA1ER MAIN '(PUBLIC ( ONCRETE SIDEWALK TYPICAL) 6" CONCRETE CURB AND GUTTER (TYPICAL) STORM DRAIN f\ l0 (PUBLIC) , \_ 75' 15' 6'/8' 6'/8' PRIVATE PROJECT ENTRY @:::~:!~~Tl~o::~s~~ETE DRIVEWAYS ''.A" & TYPICAL UNLESS OTHERWISE SHOWN ON PLANS "D" NTS ESMT. VARIABLE WIDTH PR/VA 1E DRIVEWAY ESMT. 5' ... ,. •. - (GENERAL ACCESS AND UTILITY EASEMENT) VARIABLE VARIABLE VARIABLE VARIABLE ~ 4' ~3· VARIABLE 8' 5' 'MEDIAN CURB <I>' (TYPICAL) 2% -2% /6" CONCRETE 2% 2% A.G. '· --. Ii -.,,.., ' ·~· < ................ ::::. ·::."j·::::::. ·:: .. . . ....... ......... .. .. . ·:::::::::::::::: ................... -~· . PA VE~;~~~·~t~7 .................... ·::::.·::.·.·:.·::.:·:.·:.·~ tl i.n ~;:l//l-=7111.:...... "CONCRETE 1E t-i~ (TYPICAL) BASE (TYPICAL) 1 I WA1ER MAIN •.--,) 6" CONCRETE STORM DRAIN /( 0 (PUBLIC) ' AND GUTTER (PUBLIC) L 77' \... 74' VARIES 5' MIN. , PRIVATE PROJECT ENTRY ® PORTION OF PRIVATE DRIVEWAYS ''.A" & N01E: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN "D" NTS ESMT. 5' ON PLANS 34' PR/VA 1E DRIVEWAY (GENERAL ACCESS AND UTILITY EASEMENT) 12' 72' 2% 2% - 5' ESMT. FIRE HYDRANT WITHIN PUBLIC ACCESS AND UTILITY EASEMENT (TYP.) :h \l,t,,,, <J,;•~\\\I~ ~,,w ~ ' ~,,,,~"-=".? ~111,~~ ~l11/J; "1 MODIFIED 4" ROLLED CONCRETE SEWER MAIN CURB AND GUTTER (TYPICAL PUBLIC SEE DETAIL, SHEET 3) ** 71.5' 4' 6' TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PRIVATE DRIVEWAYS "N" & "OIi NT.S SIDEWALK CURB (TYPICAL) MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 CONCRETE SIDEWALK (TYPICAL) ESMT. 5' 2% ""' .. 33' PR/VA TE DR/I/EWA Y GENERAL ACCESS AND UTILITY EASEMENT) 74' 14' -- ............. : ·::::::::.·:::::: :-:-::::::. :::;.·;:._._._. ............ _._. .... _. .. _. . ESMT. '!,• VARIES 8\\~""i\~ _.;.\\\' ~ ~ = 4' "" A.G. PAVEMENT ~ ~ u-.; <o AND BASE SEWER MAIN N PUBLIC I (PRIVA1E) STORM ORAi (PRIVATE) 7' 7' 7' 7' TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PORTION OF PRIVATE DRIVEWAY "C" ® N01E: PROPOSED UTILITY LOCATIONS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS CONCRETE SIDEWALK (TYPICAL) ESMT, ' ?' 6" CONG. CURB WITH PrRVIOUS GUTTER L.1.0. ENGINEERED FILTER MATERIAL 24' PR/VA 1E DRIVEWAY (GENERAL ACCESS & UTILITY EASEMENT) 72' ,. 72' ,?. • 2· ESMT. 2' 19' PARALLEL PARKING ESMT. ESMT. 4' 28' PR/VA 1E DRIVEWAY GENERAL ACCESS AND UTILITY EASEMENT) 7 ' 74' 72' 74' 2% 7 9' PARALLEL PARKING 6" CONCRETE CURB (TYPICAL) 1% MIN. ·············· ································ --::::::::. -:-:-·::::.:::::::::::· -~·-··;;;;···1111.-llll-llll="flll~llll-llll= lll/EIIIE== V) - · .. · .. · ......... ::::::::::::::::::::." ........... :.:..:.: .. -1111.= ~ 1 A.G. PAVEMENT AND BASE WA1ER MAIN (PUBLIC/ PRIVATE) 7' STORM DRAIN (PRIVA1E) TYPICAL PRIVATE RESIDENT/AL DRIVEWAY PRIVATE DRIVEWAYS "G" & "H" PORTION OF PRIVATE DRIVEWAY "E" WI L.I.D. PERVIOUS GUTTER * 5' GENERAL UTILITY & ACCESS EASEMENT WHERE NECESSARY 0 NOTE: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS NTS ESMT. 34' PR/VA TE DR/I/EWA Y (GENERAL ESMT. ACCESS AND UTILITY EASEMENT) 5' 72' 2% - I WA1ER MAIN (PRIVATE) 1 6' 6' 72' 2% - 5' .. ,r,•-~· • . . .. 1111.::::1, -~i,i. ... ~ <o STORM DRAIN (PRIVA1E) SEWER MAIN PUBLIC 6' 6' * 2' :h \l,b,,,, 'k·\,,1,il' ~,,,~ ~ -2 11,,~ .·,., ~,,,,~ 44,-1- "-':::11,,~ "1 CONCRETE SIDEWALK (TYPICAL) MODIFIED 4" ROLLED CONCRETE CURB AND GUTTER (TYPICAL - SEE DETAIL, SHEET 3) ** TYPICAL PRIVATE RESIDENTIAL DRIVEWAY @ PORTION OF PRIVATE DRIVEWAY "O':,rs NOTE: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ~111\P' I ;;::::: //,Z l/1/.: ... _;:t//,S" ~l/11~ -'¼;-I-~ A.C PAVE:MENT "' 1111~ = "1 AND BASE <o ( fs----,'-SEWER MAIN µ, (PUBLIC) TYPICAL PRIVATE ACCESS DRIVEWAY PRIVATE DON CARLOS DRIVE @ N01E: PROPOSED UTILITY LOCATIONS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ESMT, 29' 33' PR/VA 1E DR/I/EWA Y GENERAL ESMT. ACCESS AND UTILITY EASEMENT) 5' 72' 74' 72' 74' 2' 70' 72' 2% 9' PERPENDICULAR PARKING 6" CONCRETE CURB (TYPICAL) 1% MIN. ···················••·•········· ... ·::.·:.·:.::. ·:::.·:.·::.·::.·:·;. ·:::.·.·:. ·.·::.·:.·.·:-:-·::. ':.~;;;~;;~;~;;~);;~j~;~;l~eEiifl~IIIIE=fll/E= 1/ll=Z 'l_"/11/E Cr) - 6" CONG. CURB WITH PERVIOUS GUTTER L.1.0. ENGINEERED FILTER MA TERIA4vA 1ER MAIN (PUBLIC/ I PRIVAfEJ_ ._ 1 ~ 7' ~ $ STORM DRAIN (PRIVATE) TYPICAL PRIVATE RESIDENT/AL DRIVEWAY A.G. PAVEMENT AND BASE PORTION OF PRIVATE DRIVEWAYS "C'~ "E" & WI L.I.D. PERVIOUS GUTTER "Gu 0 N01E: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS NTS PLANTER ff; ESMT. 20' GENERAL ACCESS & ESMT. ////= .. UTILITY EASEMENT 17' 2% ~ <o SEWER MAIN (PUBLIC) MODIFIED ROLLED CURB (0 :~~:~~~Tl~:~~~~~ETE ACCESS DRIVEWAY"~: TYPICAL UNLESS OTHERWISE SHOWN ON PLANS PLANTER ff; ESMT. 20' GENERAL ACCESS & UTILITY EASEMENT 77' ESMT. ENERGY «~3~·-f--~74~·~s~ER~\.1~C""£'--'R'-"O"-A"'D+"-3-,' t/ A.C. DISS/PA TOR GRADED SWALE EXIST. GRADE~ .:..S-',:,-.·_-::7!'.-10?, '"/Ill-YI/I ~JI DRAIN TO GRADED SWALE ff; PLANTER~SMT. 6' CHAIN LINK FENCE AT PERIMETER OF HYDROMOD!FICA TION BASIN 3, NO. 2 HYOROMOD/FICA TION \ BASIN NO. 2 ,§ii o•\ ,i;ilil t-·::-.:::-11117 ~,JI,~ _////. Ill/. 111/~I Jfl~ ////~ <o SEWER MAIN (PUBLIC) f:·::::::::::: ............ . CROSS SECTION AT HYDROMODIFICA TION BASIN NO. 2 CONG. GUTTER CATCH BASIN (0 :0~~:!~~Tl~o~~~~~ETE ACCESS DRIVEWAY"~~ ON PLANS ESMT. ESMT, ESMT. TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ,?. !11,~? ~r,,,~..,-. ~I/ ,,~ J i1i . \ "'" ,,,,-,y ~· ~ ri:·" ~,,,, «il111V * 5' GENERAL UTILITY & ACCESS EASEMENT WHERE NECESSARY ** SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER ESMT, 38' PR/VA 1E DR/I/EWA Y GENERAL ACCESS AND UTILITY EASEMENT) 5' 14' 74' 2% ., .. ·: ESMT. 5' \l\t,,, ~-~\\\\~ ~11\'if"' ii' '·"'. ~ -2 1111~··7 ~,,,,~44, ~If '-I-I/~ ESMT. 28' GENERAL ACCESS & UTILITY EASEMENT 24' 2' 72' 10' 2' 2' .::;i'//L ................ l//1..:::'"U/ES=" <o FIRE TRUCK I HAMM[RH[AD AREA 5~. 28' GENERAL ACCESS & UTILITY EASEMENT \ 0,,,11\P' it· ,1~ ~\\ ~1111P-~ PAVEMENT DESIGNED FOR FIRE TRUCK 2' SEWER MAIN PUBLIC 24' 12' 2% 10· * 2' 2' 6" CONG. CURB WITH PERVIOUS GUTTER L./.D. ENGINEERED FILTER MATERIAL A.G . ESMT. ESMT. 24" PR/VA 1E DRIVEWAY GENERAL ACCESS AND UTILITY EASEMENT) 72' 72' © N01E: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS * 5' GENrRAL UTILITY & ACCESS EASEMENT WHERE NECESSARY ~ A.G. PAVEMENT AND BASE 'ATER MAl',-.,i.-'-1" (PRIVA1E) <o CONCRETE SIDEWALK (TYPICAL) SEWER MAIN PUBLIC WA1ER MAIN (PUBLIC) PAVEMENT DESIGNED FOR FIRE TRUCK 6' 6' STORM DRAIN (PUBLIC/P''=Rl"'VA~1E=) STORM RAIN (PRIVA1E) ESMT. 4' 8' -,,. ~. 2% A.G. PAVEMENT AND BASE ** SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER 44' PR/VA 1E DR/I/EWA Y GENERAL ACCESS AND UTILITY EASEM£NT) 74' 74' 2% 2% <o 8' 2% SEWER MAIN PUBLIC 17.5' 7' 7' TYPICAL PRIVATE RESIDENTIAL DRIVEWAY ESMT. 4' .~ .~. CONCRETE SIDEWALK (TYPICAL) MODIFIED 4 • ROLLED CONCRE1E CURB AND GUTTER (TYPICAL - SEE DETAIL, SHEET 3) *' PRIVATE DRIVEWAY"K" ® N01E: PROPOSED UTILITY LOCATIONS ARE NTS ESMT. 5' 2% .. .... . NCRETE co SID (T [WALK YPICAL) A.G. TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ** SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER 37' PRIVATE DRIVEWAY (GENERAL ESMT. ACCESS AND UTILITY EASEMENT) 72' 12' VARIABLE 5' ... 2% 2% 2% -.. ~···· . ,., --... J '· ·~· .............. . .................... ~·::.·::.·::::.·.·:.·:.·. C'r~· _\\\\,_:.\\\\ ~o/ PAVEMENT ::i~ I AND BASE , ,,,_ WA 1ER MAIN ~ 6' (PfBLIC) TYPICAL PRIVATE RESIDENTIAL DRIVEWAY . co NCRETE SIDEWALK TYPICAL) ( PORTION OF PRIVATE DRIVEWAY "C" © NOTE: PROPOSED UTILITY LOCATIONS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS WATER MAIN I (PUBLIC)~ 11.5' 6' +--~-- SEWER MAI PUBLIC TORM ORA/NJ (PRIVA1E) 7' 7' TYPICAL PRIVATE RESIDENTIAL DRIVEWAY MODIFIED 4" ROLLED CONCRETE CURB AND GUTTER (TYPICAL - SEE DETAIL, SHEET 3) ** 6' 6' STORM DRAIN (PR/VA 1E) ~- EMERGENCY ACCESS DRIVE "B" PORTION OF PRIVATE DRIVEWAY "G" ® N01E: PROPOSED UTILITY LOCATIONS ARE. NTS @ FIRE TRUCK HAMMERHEAD AREAS ® NOTE: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS * 5' GENERAL UTILITY & ACCESS EASEMENT WHERE NECESSARY ** SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER WES1ERL Y R/W EASTERLY R/W . 14' 2% -L 70' ASPHALT CHANNEL 7D' 702' RIGHT-OF-WAY (GENERAL ACCESS AND UTILITY EASEMENT) 57' ' 78' 9' 18' MEDIAN 57' 9' 32' 70' \l\¼\,11 1,;-~11\I~ 2% -n n , ,r:,r-,==-::=:-:-=='--n,., E._ !.-~2~%a=--i;.;_~11 \ • . .• ~. ·: _:.\\.\\ ~1111~-..?",;, ···················· 1·:::::::::::::: .................... . MEDIAN ~ARDS~~;;~;;··:··;::··~:··; ~:· • "1,,,,~:: 9, 11, 13 & 14 FOR EXTENTS OF IMPROVEMENTS AS PART OF THIS PROJECT. 6" CONCRETE CURB AND GUTTER (TYPICAL) PROPOSED PUBLIC STREET COLLEGE BOULEVARD N01ES: 1. IMPROVEMENTS SOUTH OF PROPOSED BRIDGE. 2. CONSTRUCT HALF STREET IMPROVEMENTS PLUS ONE LANE AND MEDIAN HARDSCAPE. NTS H&A 8/22/20 l I 6' HIGH SOUNDWALL \ SOUNDWALL BERM 6' 6' 6' 6' "P" TYPICAL PRIVATE RESIDENT/AL DRIVEWAY EMERGENCY ACCESS DRIVE "B" & WI L.I.D. PERVIOUS GUTTER ® N01E: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS NTS PRIVATE DRIVEWAYS "L" & "M" PORTIONS OF PRIVATE DRIVEWAY"G" ® NOTE: PROPOSED UTILITY LOCA noNS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN * 5' WH[R[ NECESSARY DUE TO unUTIES ON PLANS * 5' GENERAL UTILITY & ACCESS EASEMENT WH[RE NECESSARY WES1ERLY R/W EAS1ERL Y R/W 20' LANDSCAPE BUFFER AND PEDESTRIAN ACCESS EASEMENJ VARIES 5' WIDE MEANDERING CONCRETE WALK 5' 6" CONCRE1E CURB AND GUTTER (TYPICAL) 102' RIGHT OF WAY (G£NERAL ACCESS AND UTILITY EASEMENT) 51' 57' • 10· 32' 9' 9' 78' ' 70' ' 74' . 78' MEDIAN VARIES , ADDITIJNAL FULL "LOTH R.O. w. . IMPROVE:MENTS TO BE BUILT PER CANTARINI RANCH DWG \l,t,,,, rc.-~1111--P n n -- 456-.31 .-2!.. ................. ,..-·~F=======:i,======g··~!'!~~2~%~"'"'F==:::::~i----'=2%==·=-~~;., .., ..... , ,,,, ........ .-...... ,............. \ MEDIAN HARD;C~;E ~E ~ :~~ 6, 7, 8, 10' ASPHAL ;,,,,~:: 9, 11, 13 & 14 FOR EXTENTS OF CHANNEL PROPOSED PUBLIC STREET IMPROVEMENTS AS PART OF THIS PROJECT. COLLEGE BOULEVARD N01ES: 1. IMPROVEMENTS NORTH OF PROPOSED BRIDGE. NT.S 2. CONSTRUCT HALF smEET IMPROVEMENT.S PLUS ONE LANE AND MEDIAN HARDSCAPE AND LANDSCAPE . 3. FULL WIDTH R.O.W. IMPROVEMENTS TO OCCUR ONLY A,T CANNON BLVD. INTERSECT/ON APPROACH-SEE TM SHT. NO. 6 (EXCLUDING SIDEWALK AT EASTERLY RW). PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(658)556-4500· FX(656)556·1414 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 2 OF 19 R: \0897\&Pln \Dos Colinos -MS 09-04 Senior Site Sht 02.dwg[}Aug-18-2071: 07: 44 ' ~ a m ~ " ~ " ~ - CURB 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. TRUNCATED DOMES SIDEWALK 4" ROLLED CURB & GUTTER SIDEWALK 6" CURB & GUTTER 4" ROLLED CUR 6" CURB & GUTTER MODIFIED PRIVATE PEDESTRIAN RAMP (A) DETAIL RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS \_ " ~ e ..._, i:5 " Q:~ "'. 5' NTS PROPOSED GUTTER 9:-0 c,-0 ,, '\'I, 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. ct;,G/ " ROLLED t• ct;,G PROPOSED CURB MODIFIED PRIVATE PEDESTRIAN RAMP (A) PLAN VIEW RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS NTS 6" CURB TRUNCATED DOMES 4 • ROLLED CURB & GUTTER 6" CURB & GUTTER MODIFIED PRIVATE PEDESTRIAN RAMP (C) RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS SIDEWALK NTS • _ ., 2% (TYP.) -----~~~~~ .. h_ E~ GRASSY SWALE) SIDEWALK UNDERDRAIN TYPE 'G' CURB 4"PVC @ 1% MIN. & GUTTER OR 4" MOD. ROLLED CURB SIDEWALK UNDERDRAIN TO GRASSY SWALE TYPICAL CROSS SECTION A-A 6" TYPE 'G' CURB AND GUTTER N. T.S. 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. 4" ROLLED CURB & GUTTER 6" CURB & GUTTER CURB p/>.\1£\,10\1 \~u\'iC/>.'tg1<8') oo~ES 4" ROLLED CURB & GUTTER/ 6 CURB_ & GUI /ER MODIFIED 4" ROLLED CURB MODIFIED PRIVATE PEDESTRIAN RAMP (BJ DETAIL TYPICAL MODIFIED ROLLED CURB TO TYPE 'G' CURB TRANSITION DETAIL l ,,, ,,1 II) --!,....__ ii! ~d /i RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS .. .. ~ i I ' I / I I COLLEGE BLVD./CANNON ROAD SIGNALIZED INTERSECTION I WITH INTERIM LANE ASSIGNMENTS 1"-50' NTS "CANTARfNf RANCH" --- +0G --- LOCA 770N OF ROLLED CURB AND STANDARD 6" CURB TO BE DETERMINED AT FINAL ENGINEERING Ii i ;' C') ii' . I !,' I i1 i' ~ ~ ,ii I ii _11 ; p ~ 1: ' .' / &,i ,! J.... . ,',I__ / _,' 1:,,_1 I .,r,j _, /..lJ ~ /1 '-" / : ~· ' l.i] ~ ' i ' , ii ,,___; /R:r,. 11/ , ,.' ,' /1 I ' ">,,I/' .' , " •, I r -,.,._ ,f i · ' •I ,1 I,...._ ft.:. / , .i/ I l .. 'Cl)~_,, ' ,(,' • / I' '-;I I ' I\ ;:~L.i/ )\ 1·~.,,-1 ! /~' ,J' 11 ,.,,, v COLLEGE BL~ . --- ---;32+ ------ \, . I · · 'DOS COL/NAS" COLLEGE BLVD./PRIVATE DWY. ''A" SIGNALIZED INTERSECTION WITH UL 7/MA TE LANE ASSIGNMENTS 1· -50' NTS MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E}/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 ----. --.--___ ---:..:::: r,,_-:_:_:::-~- STANDARD 6" CURB STANDARD 6" CURB 9' ·--~-< -------, ----·---·-------. --' -,-_--;-~-·----i:-,;-_;,'._-:~; --- ............... c. -, __ ,, ·-,-• --_ _! BMP LOCATIONS g' -8' 1·-200' STANDARD 6" CURB RAMP /(PAINTED STRIPING) 9' LEGEND: Cl WATER QUALITY BASIN (PR/VA TE) L.I.D. PERVIOUS GUTTER W/ ENGINEERED FILTER MA TERI AL-IN LIEU OF LID RIBBON GUTTER (PR/VA TE) L.I.D. WATER QUALITY GRASS SWALES (PR/VA TE) L.I.D. CURB INLET FILTERS (PUBLIC) STANDARD 6" CURB RAMP (PAINTED STRIPING) 9' STANDARD 6" CURB STANDARD 6" CURB ~ ~ COMPACT ( "DOS COL/NAS" COLLEGE BLVD./PRIVATE DWY. "D" SIGNALIZED INTERSECTION WITH ULTIMATE LANE ASSIGNMENTS 1"-50' H&A 8122/20 l 1 STANDARD DISA6LED (VAN ACCESSIBLE) TYPICAL PARKING DETAIL NTS 12" WIDE BORDER WITH 1/4" c.o -------- DISABLED (STD, ACCESSIBLE) 1 • J' 2' 2'-6"R 4 • . .-4 GROOVES APPROX. 3/4" o.c.~ ~ ~I \ :j ~ MODIFIED 4" ROLLED CURB SECTION 0~ Qc C, LOCA 770N OF ROLLED CURB AND STANDARD 6" CURB TO BE DETERMINED AT FINAL ENGINEERING (SEE CROSS SECTIONS, SHEET 2 AND PLAN, SHEETS 4 ANO 8) .. : .:· • : -· • , CURB LINE " ·~ ~ . .· . ' ~--. .. -., -· 4" OR 6" CURB _..._.,6==:'==:=:':c=~::::::::'::=l'=..:....c...1~ MONOLITHIC CURB 1/2" CURB 7 w 4.0' .3.0' CONC. THICKNESS = 5.5" 2% -0.125' 2% -- MODIFIED PRIVATE PEDESTRIAN RAMP (8) PLAN VIEW .' .-; :;·--·:-: < RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS NOTE: PR/VA TE STREET CURB RAMPS TO HA VE TRUNCATED DOMES. X=3.96' FOR 4" CURB X=6.00' FOR 6" CURB PREPARED BY: 'HUNSAKER & ASSOCIATES SAN DIECO, INC PIANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 NTS NOTES: 1. CONCRETE SHALL BE 560-C-3250 2. PROVIDE TRANVERSE JOINT PER RSD NO. G-9 & G-10. 3' RIBBON GUTTER NTS MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA NTS SHEET 3 OF 19 R: \0897\&Pln\Dos Cotrnas -MS 09-04 Senior Site Sht 03.dwg[]Aug-18-2011:08:05 ----------------- ' ~ 0 0 ~ " ~ " ~ / / ROPOSfD 16• WA TfR MAIN (HGl.='90) OPOSED 12• WA 1ER MAJN (HGl.=375) -. PARCEL 2 ' ' ' V --COLLEGE BOULEY ARD ' --,_,- / / / / PARCE1·1 _,,,__ -PARCEL 2 PROPOSED 12• WATER MAIN (HGl.=375) ',i. ! . - ·~,ct!\?·"~:~. ,- PARCEL 1 / / -----,·--. - ,• • PARCEL··--1 / / -/ / / / PROPOSED 16,. WA 1ER MAIN (HGL=490) PROPOSED 12• PVC WATER LINE LOOPED THROUGH THC DOS COLJNAS PROJECT (HGL=J75) PROPOSED 12" PVC WATER UN£ LOOPED THROUGH THE DOS COLJNAS PROJECT (HGl.=375) PROPOSID 16" WA1ER MAIN (HGL=490) PROPOSUJ 75• WATER MAIN (HGl.=490) PARCEL 1 ! /iJci MASTER~-WATER . -... -~:V, PUBUC -... -• WATER LJNE METER MASTER WATER MclfR : / \ PARCEL 3 / 'V PUBLIC UTILITIES NTS ----~-- PARCEL 1 \ PARCEL \ PRIVATE STORM DRAIN NTS SEE TM MS-O9-O4 SHEET 12 FOR EXTENSION OF PR/VA TE STORM DRAIN AL TERNA T/VES TO EXISTING AGUA HEDIONDA CREEK MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 1 S(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 PROPOSED 35• WA 1ER MAIN (HGl.=490) PROPOSED 12• WA1ER MAIN (HGl.=375) PUBLIC UTILITY LEGEND PUBLIC STORM DRAIN .................... ,.,_ ------- PUBLIC SEWER ............................... _______ __, PUBLIC WATER ............................... -w---- PUBLIC RECLAIMED WATER ............ -•w-- PUBLIC FIRE HYDRANTS................ ..,_ PROPOSED 36" WATER MAIN (HGL=490) PROPOSED 12• WA 1ER MAJN (HGL=J75) .\ . \ t. \ PRIVATE STORM DRAIN LEGEND PR/VA TE STORM DRAIN .................. .,.. == == == == == == == = H&A 8!22!2(! ! i \es .·_ j;, I / / 6' SOUND WALL 6' SOUND WALL 3.8' RETAINING WALL 4' BERM ~ CURB & GUTTER ~ r------------J,-,r~~C~OL~LEGE BLVD. 103.7 PAD CURB & GUTTER ( COLLEGE BLVD. 1.8' RETAINING WALL) \__5, MEANDERING SIDEWALK SECT/ONA-A CURB~ SCALE, 1'=20' 6' SOUND WALL 5' MEANDERING SIDEWALK SECTIONB-B SCALE, 1"=20' CURB & GUTTER f COLLEGE BL VD. CUR~ --::-:":-:=~=~f\_3'BERM \ 91.3 PAD \__ "---5' MEANDERING 4' MEANDERING SIDEWALK SIDEWALK SECTIONC-C SCALE, 1"=20' 6' SOUND WALL SCALE 1"=20' 5' MEANDERING SIDEWALK SECTION D-D SCALE, 1"=20' CURB & GUTTER ( COLLEGE BL VD . SOUNDWALLSECTTONS ""7,,..____B,l,,SIN NO. 1 WITHIN PARCB. t COIERfl) SY AN OPEN s:'AC£ EASEMENT ENTIRE: PARCEL NO. 3 CO\oEREO SY A 8IOLOGICAL/OS CONSEFNA 1/DN £ASEJKNT OPEN SPACE EASEMENTS & BIOLOGICAL CONSERVATION EASEMENT PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYJNG PH(858)S58-4500· FX(8S8)S58·1414 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 4 OF 19 R: \0897\&Pln \Dos Colinos -MS 09-04 Senior Site Sht 04.dwg[)Aug-18-2011: 08: 06 ' ~ ~ ' a ~ a ~ 'ISION IARY~ I \ I I / 'I 'v' ~---/ I_,,.. ____ __,, I I I \ \ / \ \ I ) ·-----·~ ' / I \ I / = \ . '\ \ SLOPE EDGE BUILDING SETBACK INDEX NORTH COTTAGES SCALE: 7" = 50' ------------·-·-·· \ . "l '\ \ TOP OF SLOPE / SETBACK \< LINE OF SIGHT H-APPROX 1D' PLAN 3A 10.6'* ACTU L UNIT 23 REAR GARAGE SETBACK *PLEASE SEE ARCHITECTURE. SETBACK IS TAKEN FROM 2 LOCATIONS. ONE FROM THE PORCH AND ONE FROM THE GARAGE. TOP OF SLOPE SETBACK SECTION 11AtAi 11 -TYPICAL SCALE: 1" = 10' NOTE: AS LONG AS A 7.0' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. \\ TOP OF SLOPE / SETBACK \/ LINE OF SIGHT \ \ 0.7 11 \ H-APPROX 1 D' \ \ \ \ PLAN 3A 17.9'* ACTUAL UNIT 23 REAR PORCH SETBACK *PLEASE SEE ARCHITECTURE. SETBACK IS TAKEN FROM 2 LOCATIONS. ONE FROM THE PORCH AND ONE FROM THE GARAGE. TOP OF SLOPE SETBACK SECTION 11A2 A2' 11 -TYPICAL SCALE: 1" = 10' NOTE: AS LONG AS A 7.0' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. TOP OF SLOPE SETBACK · LINE OF SIGHT H-APPROX 1 O' I I I 9.1' ACTUAL UNIT 25 SETBACK I 0.7 1 / I TOP OF SLOPE SETBACK SECTION 11 B-B' 11 -TYPICAL SCALE: 1" = 1 O' NOTE: AS LONG AS A 7.0' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. TOP OF SLOPE SETBACK LINE OF SIGHT H-APPROX 10' / I I I 12.7' ACTUAL UNIT 30 SETBACK I o.7 I 1V I TOP OF SLOPE SETBACK SECTION 11C-C' 11 -TYPICAL SCALE: 1" = 1 O' NOTE: AS LONG AS A 7.0' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. SLOPE EDGE BUILDING SETBACK NORTH COTTAGES SCALE: 1" = 70' MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 SLOPE EDGE BUILDING SETBACK INDEX WEST COTTAGES SCALE: 1' = 40' ---- . ' ~ ,'f7\7 <>J I './ 1, ' ', 1. 5 :"t1 .I • 'F 104.1 \ ~ P103.6 , I ------- \ \\ ' "-\\ ', ~i I I I ~- \ I I I I I \\ ~ I I I \\ ' I I I ' II ·1 II I II I I I \ \\ II \\ ' II I II , II I, '., 11 -~; II ', 11 I II I \I 1 II I II II 11 I II II II I~. II '" II I ii II • 11 I II I II I II I TOP OF SLOPE SETBACK LINE OF SIGHT H-APPROX 1 O' I I I 9.1' ACTUAL UNIT 18 SETBACK I o.7 I 1V I TOP OF SLOPE SETBACK SECTION 11D-D' 11 -TYPICAL SCALE: 1" = 10' NOTE: AS LONG AS A 7.0' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. SLOPE EDGE BUILDING SETBACK WEST COTTAGES SCALE: 1· = 10' TOP OF SLOPE SETBACK LINE OF SIGHT H-APPROX 12.0' I I I I 18.9' ACTUAL UNIT 8 SETBACK TOP OF SLOPE SETBACK SECTION 11E-E' 11 -TYPICAL SCALE: 1" = 1 O' NOTE: AS LONG AS A 8.4' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. PLAN 2A 14.9' ACTUAL UNIT 5 REAR SETBACK BERM FOR SOUND WALL ----~,-+-,..,.,~~~ ----1/11 ! TOP OF SLOPE SETBACK SECTION 11F-F' 11 -TYPICAL SLOPE EDGE BUILDING SETBACK INDEX SOUTH COTTAGES SCALE: 1" = 40' H&A 8!22/20 ! l I !! I PREPARED BY: I HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENGINEEklNG San Diego, Ca 92121 SURVEYING PH(858)558-4500 · F)((858)558·1414 SCALE: 1" = 10' NOTE: AS LONG AS A 8.1' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. SLOPE EDGE BUILDING SETBACK SOUTH COTTAGES SCALE: 1· = 10' MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA SHEET 5 OF 19 ' ~ ~ ~ a " d ~ 73,;1 / /·-......_ / 0 / / X .;7 .-;< / c; __ ;;_, / / '' ,, >< MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 ---/:r-2--_-.• -----~--,--.----------=----- -< / J • ------ /__,..--· ' ',' ,·' \ 1 \' _.,,,.. ', __ /.- . -'";l ___ ..->·- ,,../ .----_., /' / ',\-,~-->-\ \ \_., EXISTING 16" RECLAIMED WA /ER UNES PER ORA WING 404-7 : / (HGL=J84)/ ,---, :::: /// J _ ___./ EXISTING 1;" WAiFEf{MAIN /./ 'Lf'/X ' PER DRAWING 404-7 ,/ __ ,,/ (HGL=Jl5f ' ' ,,./ //,,/ PROPOSED 12" WA /ER MAIN (HGL=375) . OFFS/IE GRADING FOR COLUGL BOULEVARD PER 1EMPORARY CONSTRUCTION EASEMENT OFFS/IE GRADING FOR COLLEGE BOULEVARD •.• SD(t!· \ .. · ' . ' ,~· I ', \ K (~-;/" // / ' ------- I 1. ·. PROPOSED 100 YEAR --< ! -' FLOODPLAIN PER - ' ,, ' ' TYPE D-79 _,. WINGWALLS -- ,_c; PROPOSED 24' PR/VA 1E AC ' . ACCESS ROAD PROPOSED SEflf"R MAIN (PUBUC) -, ,_ EXISTING /ENNIS COURTS~· TO REMAIN (PR/VA IE) i ",·,_·_ . ' ---<•·-- ' \ ~- ' : i ' ' 1, ______ EXISTING&\·. . : I: LYLE ENG. HYDRAULIC ', ! I'. --··". ANALYSIS DA TED. .-. ,,-., ',-< .. --, --.• -· ' -1', MARCH 2010 .··---' , '. , ':__ _ /.._ , --._:·:_·.·~_.--~ 0 DO ',S; ,1 .., •• -.. . •',O"·'' oou u. -~~ / ___ ---' _.--r~ ooO D x II'··---· ----,,ao o. 'i.--C . • .-• 0 Q·V 0 j ',-·v: V ,0 0 "-, D D D D 0 Cl D io SOUTHERN'"" SYCAMORE ALDt.RRIPARIAN ;,• .,V/OOOLAND ,\ -· 11:J,~·--·. '1 .,:,<> /r-, o/ ,· l f!J, l;;"trtrcr,--<{ ., --"-oc,,-'-/ / \ 0 / ' \ < , o rr..E""o:i:rrro-o·o o ,, I al I '-..,.....,,,., . l ,...,.,.,,,.o . , I< ---/ / (, SOUTHERN SYCAMORE ! / • ' 6" CONG. CURB ·V· ALDER RIPARIAN ) ' & GUT/ER c ' •. WOODLAND 1.,' < • ,• 1 1 Jo>~ ---___ ,/PROPOSED 20' .GEN. I , ,i,iJliB ...,. -4ff_E~S & Ul/L, ESMT I PROPOSED 14' WIDE AC I ~ f:/!, SERVICE DRIVEWAY WITHIN 20' -I _.,.. ~ 09' / ACCESS & UTILITY EASEMENT • _1-'P"' <1 I CONG .. CROSS. . A>~ g \ GUT7ER.-WARP AC·PYM. T. i~ \ \ TJJ.' MATCH CROSS ~• \ '2, I ·GUT/ER GRADIENT \ . o,._ --'---'--------~-A-~CL.. ·--~-" / / / / / --~------- ' ' i / ' / _; / _/ ACCESS GA,1E AS PART bF M$ 09-/04 , / FORCONTTNUATTONSEESHEETB TYPE D-79 WINGWALLS ·--------· .. ___ ,-_/ PROPOSED PUBLJC' -.DRAINAGf E§J,,/'T. . -;( ... 77-TT#\ 72.0 FS PREPARED BY: PlANNING ENO NEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Wap!es Street San Diego, Ca 92121 PH(8S8)S58-4500 · FX(858)558·1414 E-7.7 ,-, C. C)C.~ ;:_ h :;: UL.-...,1 ' -"'.s :r-2 . ec~;~\~N ••• (EXISTING LOCATION OF RANCHO CARLSBAD MOBILE ,/ HOME PARK RV PARKJNG AND GARDEN PLOTS TO BE / REMOVED & RELOCATED TO PARCEL 2) <·;·.{ VOLUME:/~~ 1 AC. 'i;/@ EL£ . 71.0. // '.,'•. -. ____ ', / / ----·~--. •. ,/ /,.,, ""<>.:, ",,/ '::..:> _.---':-1EMPQRARY EDGE 0 \ ', .. PROPOSED STREET MINOR SUBDIVISION MS-09-04 SHEET DOS COLINAS ~ SE~~2~R~~~!~A~FO~J1TE 19 ; L ______________________________________________ _._ _____ ___.. _____ ~~~~~=:=~~~~~ R: \0897\&Pln\Dos Co/fnos -MS 09-04 Senior Site Sht 06.dwg[)Aug-18-2011:07:52 Fl&A 8/22/20 ! ! \ \ '_/_/ --\ ' ' ' / ', / - N '',..._,. ''-,_ ",,'-. \ --7NG,£DGE OF PAVEl,IENT EXISTING_ AC BERtf.---__ \ \_ ORARY EDGE OF AC Pi! VEMENr W/ AC "---,'-•. _ \ \ 05£0 SIGNALIZED INTERSECTION - SHT. '3. OF 19) -_ - ~E CURBRETIJRN 13,Y 0TH ,E R,0,W. 1::::: .~., '-< I -• / ,, ' MAIN (PUBLIC) 'I ,j_ \ \ ,_ ---------------/ 1/ • I ~,~ -' / ' !-~- LIGHf-1.7 ' \ ' \ \ ' \ -.. __ _ '"----- ---------~--~---------- --- ('. ? / ': C2.8 ------. ·----- ! ; \ / ' I / / / ----.. ____ _,/· / / / :-.··--:, c:-·-,_,) -,._...---,.,--'-.,_/-·'I~-.,,-.:'.~ " __ .-~_,,---.,' -. s . _.' 100 YEAR,INNUNDATION-~ FORCONTTNUATTONSEESHEETB MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 I I ' ' / ;,,: 8S, --' / ,/ / --'-.. __ ,,/ / I I I / I // r -f I I '.:37 S ,' :::::, ,::: " ,- >< / t:-:: / . ,' / '' -,~ / O· · .... _/' / _/ / / I ,/ ,. ,.., --~ .-. --, /; ':· t:.1. "' "-•, ' / :',8 -,: -, '_:::_ ____ J L \I\ -,f?ROPOSED:"BJ" ~SIN • '(EXisfiNG LOCATION OF RANCHO CARLSBAD MOBIL£ HOME PARK RV PARKING AND GARDEN PLOTS TO BE REMOVED & RELOCATED TO PARCEL 2) VOLUME: 23.1 AC. FT @ ELE . 71.0. c_ -::: =- / ·--~ ','c..::.i --~. r ; ,).0 ~ ~ \ ' r / -(, ' ', i' I \J\ I\ , -- 1' t?, - _, I _"'O -_ "' 1f:% q<o __ 11 <8 \.. ,o 1¥1-,0-l ,_0 ,\ '','6 14 '_\'6 - _ I,_ ',0, ---r 0' I I ,10 I IQ' I !'O i_ 1 • 18 ,:a; !,o i, /o I '10 I/ // 0 ,/ ·SS ''/: /1 0?/ ,;. '18'/ // //o I .''i'O /-'£-;100 /A:,;;t),o, -/ / / /1 -:a / c:-~_1_ 1/D/> / ,--_,---- % ·-,,,,.---,,.--~ -~ /.·-.,/ ·_./,,_. I/ . /'/', I -1/4 -if]! ----- ""--f--APPROX.',ffJCA TION OF EXiS77NG FLOODPLAIN ____ /I 06 ' "')/, , - 1/l'A/,_ --·-/NUNDA TION LIMITS, I , ---; _:. / ;I ', --_ /1/4 '_, _------ -;_/'_-0_ ----;,: / -0: / / . I I / ,(J)! J / - ~-7/4/ ,f:>6,1 /_I , ; _,: Js:j., ,, -·D· 11·',-·-J ,' /, /: / /· / t-7,; 171 /4_ >/,--' __ '/ /_ -,! ' -,y 1//'~Q! . •o!' - /;. ,Qi -_<o -I ' /C .' ' //(/ -_r(f / 0 . '" /A /D , .0 // ' .. ·~o :o / _---b~ --_ ·" /~ /' / ---°' - / , ' ' ' : 'WO YElfR ;NNUNDATION I LIMITS --.--: .. / /, :ER,/JPOSED .GR~Dil)/0 DA Yf,IGHT / _ '.• . , ,! LINE.-(Lll.f/TS-0F-;GRADING) './ / ' / ' . // ____ ·-"_,,-; /'_ ,'{-<:&-__ - /'7 --·~-/ ---' _/ '-'.:,:;·/ .-.,, ~ /,/ ' _,// ... /;_·,/--;·' -0 / , / / END CURB &-GUTTER IMPROVEMENTS AT STA. 125+29,0 APPROX, /,(. ,----/ ..()' ;;;,-/~,,>--/ // ,/" /\7 // ,, ·13 ,/:// ,// / / ,/ // /, -&o// / -' EOG[-OF-PA-,-' -MENT---" ::.(/_< '.Ap-, > / ~ ,' __ :_m,/ / CONSTRUCT PORTION OF 16" WATER MAIN AS PART OF STREET IMPROVEMENTS THIS PROJECT AND STIJBOUT AT ANGLE POINT AT EDGE OF PROPOSED PAVEMENT 102' )I/Of COLLEGE ,, _.---·7(;[JtF , /' :,r:···_::(.d .. /\-..,_;; / / • / ' ,,_ - / / \ I / / ~------.,. ------· / / ·----.. ' ·-..._:, -----:..-::" ' \ i / -- ----.. •' / 1 ~ .... _ -.le:.:::. ' -~ ·-.,. J FOR CONTINUATION SEE SHEET 9 ( .-, A ,;:_:'._f_. .·1 (' -" ,i V ·--·' ! '; ( ... ) ' I ', ~ . -'. -"'.' ' _., --__ ,_ ---- / ,' \ I I / / / / ·~ --. -._ ___ ,_..;:. ; ___ \•C• ------,-/----- ---"---- i_ __ _ ---,--.. - ' , __ --~-- _..--·"' .-· .. --- / ·· · ·---· ,- (. __ __,-,,_, ' a \ \ ' ' ·--..... ·--... / / --- I. \1 \ ' \\ \\ \ \ \ \ -- (_ I ' \ \ ' \ \i --------------- \ - ·-.. ----..... "f<.1·· '---' - ' \ C':i.'·I ',..--- / 'C. . 1-~ ·S.S PREPARED BY: PLANNING ENQNEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Street San Diego, Ca 92121 PH(858)558-4500-FX(858)5S8-1414 I • 0 40 HI./ -~ I ' ' / / / / SCALE 1"= 40' I / / MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA / / SHEET 7 OF 19 ~ ~ d ._ ________________________________________________________________________________________________________________________ _. ________________________________________________ ~ .. ----·~ R: \0897\&Pln \Dos Colinos -MS 09-04 Senior Site Sht 07.dwg[}Aug-18-2011: 07: 54 I ' I / !, \ :: ,. .r /~7.~:~; f'.:· ( I~ . I / I . .-cf' ···!'';' {. ,_ i \ '• '' .------- I<. •.. ' __ / ___ _ ' -->i.,, • ,, ' _.,.1 ' )-: i I :r , i I > ' . > ~--"' -/··;:!---- '1 '·'·-., I ,-/ ·::> ~:::-~-~---/---,.- ' --,- -----· } i z C· 0 ,A D D '>II 'D ·11'· ~ '.i ',C iO !O -.,d •. 0 ' ' >: lo > I o D ,0 '-,_ ID y I I . ' 0\ . , __ __,. ___ / , _ __,. ', __ .,.,,, ·-_;' ~?i:5 __ ., EXISTING & PROPOSW------..... OI) 100 YEAR FLOGDPbAIN ¾,<>· PER LYI.EENG. Ci HYDRAULICANALYSIS O DATED MARCH 2010 D PROPOSED VEGETATED ' SWALE o 0 -~-,3. ---;' 5• CONG. CURB <>' :.:-~:', ~- & GUTTER0 0 c,o ,§1 c, !_ {j X [j b D 0 0 0. 0 0 0 0 0 0 0 0 q PROPOSED 100 YEAR FLOODPLAIN PER q G L Yl.E ENG. HYDRAULIC ANALYSIS DA TED MARCH 2rJlp .:,, PROPOSED GRADING DAYLIGHT LINE (LIMITS OF GRADING} q q 0 cl 0 0 d 0 0 D D FUTURE RECREATION VEHICLE STORAGE (SEE RMHP AMENDMENT 96-0/{D) FOR PROPOSED IMPROVEMENTS a ' ' .f 11(./ , -c 11/1 /i :,; I · ·· 111 1 1 1 I · 1'1 ~· I ~,,_, \ &,. .~ ff;~ i° : AC SERVICE RAMP ro__..---c-11 111. 1 jl/'.,5CB~/ 1 v ~ HEADWALL AND -~ 1 II\ VEGETATED SWALE ./ :,j~ [t?EJ~@&[l;"fd_,~~ ,CC,SS~,,, ~~. ____ t~, \ ''.c TO BASIN SERVICE RAMPS-!---f~t-~ \< MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 . I I I I . -·=-·-,. PROPOSED 100 YEAR , FLOODPLAIN PER LYLE ' • ENG. HYDRAULIC ANALYSIS'.___ . , DA TED MARCH 2010 ,_" :::--:: CHAIN LINK SAFETY FEN([, o !!£ST HYDROMODIFICA TION BASIN INTER-CONNECT --c<_.,- -- / ',' ·'. ' ' _:;..~----- ' '_· ', ., __ :.:-.':·-· 70-~__:. --__. __ .""-._!., ., PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET DOS COLINAS ! HUNSAKER & ASSOCIATES SAN DIEGO, I N C PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(8S8)5S8-4S00· FX(858)558-1414 SE~~2~R~l~!~A~FO~J1TE 19 ! L ___________________________________________________ ...._ ______ .._ ____ ---:~==:~':":"~~~~~'.:"~ R: \0897\&Pln\Dos Colinos -MS 09-04 Senior Site Sht 08.dwg[]Aug-18-2011:07:55 FOR CONTINUATION SEE SHEET 10 H&A B./22/.20 l l FOR CONTINUATION SEE SHEET 6 _, - ,~-\, ---"-- ·-" / 'y / / y __ / >/ /, / / / / X / / / . -----\ ------ MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 FORCONTTNUATTONSEESHEET7 \ \ -i-\ -_,_ / / ! --PROPOSED 4-' D-75 TERRACE DITCH PROPOSED STREET LIGHT --r-QfFSITE GRADING FOR COLLEGE BOUl£VAf?D PER TEMPORARY CONSTRUCJ70N EASEMENT - / ' '\ ' -,-\-,- ' ' ii I '; '' ! -\ --·-c;::: -- UNDERGROUND PARKING DETAIL , ___ _ ---...._~ -....... _--..._ -- / __ .- / ---->-----,---.,,., ----. --- / / -/ / / 1"-40' / / --_,r"'"------ PROPOSED 16" WATER MAIN (HGL=4-90r,--' ---·. _.-·· ----' --""'-., p,--' / \ ;,,, / f,. /' _,,,/ I ;,,, -..-I -,,;. -- ,Is. --_/;,. - ;...~~-----· ---";'"_: ', l ~ ::::.. :· l J;; ./ I /fo, ;l __ I ,,,. •. ____ _ --/ ~-- I / ----------- -- I I -; ' I I~ OFFSIIB_ G;A_ DING FOE c_oLl£GE .--BOULEVliRD PER -TEMPORARY j;, CON~lltUCTION EASEMENT /.' / ,' / / / J;. I / ;1 .). // 1/ _/ / />'.(p},\ -, ,, __ .~_/ __ .,---/ _ _.-h-Y-,--,_, ., / -.-;)--::::. ._-, .·/ .. /_, .-. / ,,--· ,,__,. PROPOSED.-f1EEJIAN1 P-L",NTER (SEE LAl'/DSCAPf'PLANS) -__ _ PROPOSED iMffJIAN HARDSCAPE (SEE -----------------~ ---.-. -___ .. - -----· --------------------- ------ ------- / I --·--;-·-- \ -- -----·- I --~------ ' -, I \ \ \ ', -------- _I j -- I / /1 I / ( I ' /I -, -----, _______ --------__ ---1 __ -I ',,,_ "'-- 'BO 120 ~-',----~~, SCALE (= 4cl: ' --1 . -'--------, ---,, ________ _________ --------" -.. ---- PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET DOS COLINAS !! HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SE~~2~AR~~~!.~A~FO~J1TE 19 ! L-------------------------------------'------...1----~===--:-=~:-==~==~ R: \0897\&Pln \Dos Co!inas -MS 09-04 Senior Site Sht 09.dwg[}Aug-18-2011: 07: 55 SURVEYING PH(858)558-4500-FX(858)558-1414 H&A 8/22!20 i 1 I ~--·· -<-;:>--~ /_,/ _ .. ,, /.,..---· /_/ _,,., ,· ..,.,-~-- ;· -. , . ----,' ' ' ' ' --=:; ;.:::-c., ~ , _ _/ FUTURE RECREATION VEHICLE STORAGE (SEE RMHP AMENDMENT 96-01(0} FOR PROPOSED IMPROVEMENTS "'" ~---·------- .. ---· -----------~~--------- FORCONTTNUATTONSEESHEETB / I _j I -j' PROPOSED 100 YEAR'--"-ec;;_ .-<, sh FLOODPLAIN PER LYLE ' ENG. HYDRAULIC ANAL YSls'-, . DA TED MARCH 2010 --:._' CHAIN LINK SAFETY F£Ne£~ --,,C tl!:ST HYDROMODIFICA TION BASIN INTER-CONNECT PIPE ;,_7 "' WEST HYDROMQDIF!CA 1/ (PRIVATELYMAINTAINEDANDCO RED BY AN OPEN SPACE EASEMENT W; !CH PROPOSED FILL AREA AS PART" OF THIS PROJECT -SEE t.;(LC:J - ENGINEERING "AGUA HEfllONDA ;- CREEK-'.HYDRAULIC ANALYSIS" .. - % ~-::--~~. -~ 0 5 _;_/.,~ V•=. ---. '.< DA TED MARCH, 2010 WATER SURFACE ELEVATION: 60.0 ....-/· 20' PR/VA TE UTILITY & MAINTENANCE ESMT. (TO BE MAINTAINED BY THE DOS COLINAS PROJECT) SEE LETTER OF PERMISSION DA TED FEB-04-10 BOTTOM OF BASIN: 53.5_----- VOLUME: 8.0 AC.FT. @_,ELEV. 60.0 ,--, ,,, " H&A il/22!20 I ! "' "' C , - --- ·: >:.; S:, Si'OPE / \. ,·· PROPOSED CONG. RISER STRUCTURE WITH ORIFICE @ 5.8 FL (EM ER GEN Y SPILLWAY INLET 'A TES ON TOP OF RI R STRUCTURE) ;..., '' CHAIN LINK FENCE / - / / / / ,/ ~~' LY"L.E ENG. HYDRAULIC / / ANAL YS/S DA TED MARCH /'\~ , PROPOSED GRADING li,WBGHT 1.-,,--,;,;,,,,,.f/t' , LINE (LIMITS OF GRADING) ·/c,/ ~-.--"·• .- I ) / /'.. / ,_ ' ,_ SHEET 10 l E) 4VA TO I FILL [A PRDJE:C -RING "A A HYDRAUL UL-10-09 fVATION: .0 ;fN: 55.8 :;_ ·I 1§1 fLfV. 9 .0 RIS[R CHAIN LINK FENG[ /· / /\. / .. .WAY TOP JR[} I' ID •.O ... /;.v,\// · ...• ;; , ·.·· ·.· .. ·.Y ..•.•.. '4"· ~.'C-';:/ . :;;:: 7 . , .·: 'o /· •,r: ·, , · i.•.o "/. i.·A·c· X!$77NG & PROPOSiD 10".o. '-oo I / /;. ~/ YE:AR FLOODPLklN P[R O ' Ill L YL[ [NG. HYDRAULIC 0 ANALYSIS DA TfD M(,RCH ?o \ / PROPOSED GRADING i:i¼WJG(:IT, '20 , ;, // LIN[ (LIM/7: OF GRADIN~} 'I _,_,/ ;/" I -\\\~', "" 1•" \~ \ PROPOS[O PR/VAT[ 24' WI:, [NHANCfO AC (AS SPEC/F/[O P[R LANDSCAPE: PLAN) [M[RG[NCY ACC[SS DWY./PfO[STRIAL PA TH ------------~A;;ND ~B;j;_ UTILITY fAS[Mfl/}""-· - L ----.--- :::, L, ·"' r, ,_.._ ·.·L .. ',,_./, --· _,,_ ____ ,, -,:: ,_ ,.::-------·· ------;f __ j ,D D ,ii •O ., ,0 '·O ' : 0 [ ' ,, ,,.I ,JP .SIDfr,, .. FOR CONTINUATION SEE SHEET 8 , , I I --\ --',-,··~-cc ·-:;.---, ' ' ,-/ I, ' ' ' ' , 1 --.y .. ._,. ·. i, ' .,__ \NONCOMBUST/Bff' \ \ '-.. :\/<~: ~~,~rr:,~Y~~ i ' MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 H&A 8/22!20! i _./' -· ·• ~' \ :~ ~ I /] Ji. ·-! . l , I ) //. ~ OFFS/Tf/G~AD/NG:;.OR. 60LLfG[ . BOUffilARO PER 7tMPORARY j;. CONSTRUC,TION ,E~S[M[NT I . // ;~ '/ /-,/ . 1// /,,,·. ~\ /":-; / . / -' ,C! 1-, / ' ' ' // ------~-~ / .... ,., • ...,. .. --. . . });L /_,,..('(,,/~. _ __,·'//_,_/··· __ .,'_ _i-'c'_,i; //r _/ / / ,/ •' : ,c;/PR,OPOS[Q. ·M_E:EllAN PL~NTfR (Sf[ ·---~~-~~-----------~----_/_,./~--- -/ J.ANE!SCAPp PLANS} ·-.. _ / PROfOS[O MtfiJ)AN HARDSCAP[ (S[[ LANDSCAPE: PLANS} 102' COLLfGf·Bl-VD:'RiGHT _:_'DF~WA Y ' ' ··- ·, . PROPOSED 12· f'.VC WA T[R LIN[ LOOPED<JHROIJGH TH[ DOS. COLINAS PROJECT (HGL=J75) · .. ,., ' .. /""---· T[MPORARY [Q_G[ OF PA V[M[NT -----·, '. . ·--\__ \ ' \ B[GIN PROPOS[D. MfOIAN HARDSCAP[/LANDSCAP[ IMPROVfl,f[NTS (Sff LANDSCAPE PLANS) . \ .. ---PROF!_OSfO STREET LIGHT ·- \ ' PROPOSfO 16" WATfR MAIN (HG(=490} ' . -~ ',. -- ---~ ', ·-·--- PROPOS[D f2" R[~IM[D ·We, TfR MAIN, ·-'·, ', ·"'· ···/· ' / ___ .,-./\' ,-)'~-----"-\~-/ ', \ --,, ', 0 ·----- -----~------------~; / / '" -- / ---------- ----- 40 ------ao· ---rzo·· ----· --SCALE._es:4Q'--------- «~----;· ' ' ~-/ . ·--/.// '},/ . _.,.,--// / __ ,?/~~<·-,-(--.. _ \ ____ .,_ ,-.,,-· .._, . _,.-~ . --- / ' ,,,/ ____ ;,:c--; >_,./: ,,_,, / , __ _/ \ ' \ ./ _ _.,·f ._,_ I ' /7 i p / -~ I \ \ l3?.A PREPARED BY: MINOR SUBDIVISION MS-09-04 HUNSAKER & ASSOCIATES SAN D!EGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)S5B-4500--FX(8SB)S58-1414 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA ' ,I / / .. ---·. ,.----.- ----- i SHEET 11 OF 19 R: \0897\&Pln \Dos Colin as -MS 09-04 Senior Site Sht 11.dwg[]Aug-18-2017: 07: 5-7 ' ~ ~ ~ d ~ d ~ I I .------, ;::::-:'\---- ,_,_/ l 4, ,-, 0 84 ---. .__ -- -;z--··0 ii ,, ' ' s,;-_e Ii !i ,;::.5- ', __ ;,., I :~1 1,1 -r-1! '' ~-_/ :j __ __., x,;~:; PROPOSED 40' WIDE ! LANDSCAPE BUFFER ~:9.' MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 FOR CONTINUATION SEE SHEET 1 O . ',/ _j "·f .. / / ,, ) 0 0 ·o 0 -, EXTENDS TO PROPOSED Pvi:AcCEsS NB" & PROPDSED PVT. ACCESS DWY. "P EXISTING PROPERTY LINE TO THE SO ,, SEE TM SHT, 4 OF 19 FOR DETAIL) AREA WITHIN EXISTING FLOOD PLAI TO BE EXCAVATED TO OFFSE:T PROPOSED FILL AREA AS PART PF THIS PROJECT -SEE LYLE··· ENG/NEERING "AGUA HED)iJNDA CREEK" HYDRAULIC ANALYSIS" DA TEO MARCH, 2010 WATER SURFACE ELEVATION: 60.0 ,·· BOTTOM OF BASIN; 53,f'i _ _.,.-···· VOLUME: 8.0 AC.FT. @ J,i£V, 60,0 --------- ----- /', ,. '' J -·-' ' H&A 8!22120 ! ! '.( ;. i.L ,,· ' /. /:,-. ;:,,,---------.. \ ::,ur:rf\L.c ELEVATION -~'-: , C -!=- ' ', , __ 'i._,:_ f" '", y C.,r,:;rde C'>aaae:-, ---·----- ,:-____ -- " _4 ·, ! I O.~gn Vd,ciC1 .. T (mm) i ml= (rv,,c}• l:Jc,sifi""100 Lihl No. 2 8ocl<in9 3~ma, (1.lrt)i (6-10; 3-:;_7 ! "". 823mm (2.lf'.) ! (10-11) (1/4 tao) I >.74.3 ' ~-,.,m(o.511) I I (12----1') (1/2 too) .W-4.S Silt~ ' Um (•Aft) I I 14-\6) {1 Ian I 4.9-5.5 1.ll "'""" I urn -:cAf,) I (16-18) (2 ton) ! = ~l:iZmm (6") ri~~,,--C-1CJ,(;,:, (420--C-200:JJ -~ SEC11DN A-A ·'.....,---i-- ,::,,.:1-_ /" 1> > < / , s:~·-.t:! : 64, ..,Jx ) /, > ' ' lo ·. () . \ 0 I \/ () \ ' () \ • ,__/ \ .. _•'\s:}.';----.../ ..,_. ---·, 19 R: \0897\&Pln\Dos Colinas -MS 09-04 Senior Site Sht 12.dwg[]Aug-18-2011:07:57 C- l > ' s.:.:.\L .)· ' > ( > ' > I I I'': > '· >- /. ,· ' j, ---·· / -·1 --- I < ---- I I / ,_,' ___ ) /'. 80 SCALE 1"=40' '<·, \ ', \"·---, ·, \ ----" i 120 ,. \ \ \ \ \ ' / c/ // '.// /; '. ,, ,/._\;,-~ .::---·k, 1 '\ \'- ' \ \ I\ NONCOMB~s~au=; · STRUCTURE WITHIN 60' FUEL MOD/FICA TION ZONE (TYP.) '., WATER\METERBANK .. ~~BLIC, WAITER 'LINE' ' I I ·--- ___ ,,, ___ /'·-,,/ ___ ,,. --_5 / \ •' .---7 -<'-._,::_,,. -/ -,_,"I_ 67.' / ' / ' --, ---. ___ _ .--, I ---- -. __ . \. -- ---. ---- / ·,_ "('' I / -----,J -"'_.,.......:.. ' ' -~-2\i ' ' X I I -,~1 !'" '' '~ ,, J"', I 1;,1• ·-/ --- ·----. --- :...,_ MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 < • PROPOSED CONG. RISERi,§fRuCTURE W/:rH .ORIFICE @ 95.JFL (ELEVA-7/0N OF EMERGENCY - . SPILLWAY INLET GRATES,' ON, TOP qf' RISER 'i . · STRUCTURE DESIGNEQ.FOR'·/0 YE,jR S,TO/yM):j . ___ ,-/ _. . ' ' . .' SECONDARY EMERGENCY ·oVERFLDW sPiLLWAY -' "·-·· ' ---....._ FF 103.8 P 1oa.a _ ~ \: . '· • CHANNEL FLOWLINE\~cc-\ --.C,,"! ' PER LYLE ENG. ·, HYDRAULIC ANALYSIS ' DA TED MARCff-2010 ',, :-·-· I · PROPOSED 100 YEAR-----_,;:,; ftobfJPLAIN PER LYLE l .;g I B y -, ENG. HYDRAULIC ANALYSIS DA TED MARCH 2010 B I,' EXISTING 100 YEAR\j{J f' FLOODPLAIN PER LYLE .. · /8 .. ·· ENG. HYDRAULIC ; ., ANALYSIS DATED )8 MARCH 20/0 ,. ~ 2: 1 SLOPE---":....--~r'( PROPOSED PUBLIC DRAINAGE ESMT. PREPARED BY: HUNSAKER & ASSOCIATES SAN DIECO, INC PLANNING 9707 Waples Street .L FOR CONTINUATION SEE SHEET 14 ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 I , / , / i// 'TEMPCIRARY,ASPHALT S!)'ALE ./ ,· , Jj. / ////~---,~/ / / ,I , / / , ._ 'I fROPOSED If/" WATER' MA/N1(HGL@.ir90) _I ' i / / / /,' ,' , • I I / // --• ,' j,' ' ; f FUTIJRE MEolAN HARDSCAPE PEif CT 0ff-18 / / 13":.3 / ,< ,/ // ,<l' \ \ \ PROPOSED STORMIDRAIN INLET iFOR/CbLLE{;E B()Ui£VARO (INCLUDE / U,Di CUf<B INl,[T .FIL TERS-Sff SHT. :1··.'J; , , ·v . ..: ,10--',.' ·, / JOF !9) ,/ / ,-,/-/ ,-, ,/ -. // . ,,:r~,.0 / / / . 0 . . r\ r>i19 ----: ) ', 1 rV ;:'e,5-r LY"1 · 0 \\)·· I \ y &f.·/1 I D(T B ' /ri ,-- .. _____ L____ , . , I c-.j.-, ,_·. .' / PROPOSED ·it!""WIDE PUBLIC PEDES,TR/AN , ACCESS EASEMENT / / ' : / : \ PROPOSED SIGNALIZE{) INTERSECTION (SEE ,, _,/ ,, I ', I SHT. ~ OF 19) / / I 1 : OFFS/TE GRADING FOR '--'--,- COLLEGE BOULEVARD PER _ -' --:-, ' 1 1 I TEMPORARY CONSTRUCTION.-.---' , I 1 EASEMENT ----' 1 , \\ ---------------------I I I I .. I I , __ ---1 !_ / I 1 I ' I -" .. \ / "' -·.\-I .,,. ' I MINOR SUBDIVISION MS-09-04 DOS COLINAS '1 / SHEET 13 OF SE~~2~R~~~!~2Fo~J,TE 19 ! L ________________________________________________________ ...... ...._ ______ ......, ______ ~~~~~~~~~~~=" R: \0897\&Pln\Dos Colinos -MS 09-04 Senior Site Sht 13.dwg[}Aug-18-2011:07:58 H&A 3!22120 ! ! _ _. I - / ,', ·"-, !,' --~--~-- ---~- .-;::::·-- -.-~-! ', / ---__ j ..... / _____ .----· ( ---' --. .};----, . ' i ~· ~· )· > .,,,,_ /~ ------ I ' I ' ;! ,/ • ------------.... ,. ----·------- -· . - MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 lFOR CONTINUATION SEE SHEET 13 ' r::.JM/. < / .-. ::, . ; / / < j < 40 80 SCALE 1 "= 40' + ,~:.c, ,_. ·- I ___ .. - \ ,..,/,..,---· ,// . _, 2 ---.. )'. >< , ____ i ' ~--,_ 120 < / ,' . • I /' .. <'. ,I >< -,., / EXISllNG 78" STORM DRAIN PER DRAWING'-- 361-FJ'·; "/ '· ·-. '"' 100 YEAR FEMA FLOOD PLAIN UN£ PER FIRM MAP 06073G0758F . · .JJA TED JUNE '1:,97 ' . \ > -, ') CHANNEL FLOMINE-c' ;---"""' PER UYLE ENG, HYDRAULIC ANALYSIS I DATED MARCH~010 ' " PROPOSED PUBLIC STOR,l!:....._c;:;;;c'ia,rl'\c'-" DRAIN EASEMENT PROPOSED HEADWALL AND STORM-·~- '. DRAIN REALIGNMENT , ( . HEADWAtL AND STORM DRAIN AS SHOWN, ON DWG .. 4.56-3£ TO BE RELOCATED AND.REALIGNED. ) : ' ·-. B" PVC SEWER-MAIN -,-, T EXISllNG. 78" STORM - DRAIN PER 0~:· ~61-6 --~·- REMa°VE·-EX!S17NG--........_ STORAGE UNITS •• <.~(-rYPl~L) PRbPDSED EDGE • OF PAVEMENT OFFS/TE GRADiNG [OR COLLl;Gl;_E30U~VARD _ TIE P~opos~o~/lj(s~j;t~~f"""~~9-/-"'-;f-/:+'lffc::f-f-"~~~ RAISED:MEPIAN WITH HARDSCllf'E, .'. f.~~"n~i>diGl'/.AL ._, · >/·1..IGHT -,:,·--·< -.,.,-~;.--_,<---·---:·- EXISllNG {8" PVC SEWER MAIN. PER \. ;, DRAWING 361-6,E .EXISllNG 36" RCP. ·:STORM DRAIN PER;· 'DRAWING 361-6£ /;. I I SLOPE CONSTRUCTION EASEMENT PER DOC: 1998-005599B REC. 02-04-98 _ EXISTING UTILITY LJNE WITHIN __ ~~t:~~~Erff YfNDfiGrfouivQ £XIS.TING MEDIAN PER -'-1-c'+--i__, DRAWING 361-68 ; f i l " ' i •-i 1 u -· ' .,,-_~ l'/WfUS/:.Q ffA/Stu MW/AN .. Wj: '· -.... .• .. · .. _ _--. ti . .----HARD.!,(;_APE7LAN()SOAPE (SEE LAtj[)S/;APEPL/INS) .. ,,.._' rrr-c+f":-c:~ PROPOSED 12'RECLAIMEO-WATf:R MAIN (HGL~Sii4) ',--·--. ,. ~ PROPQSED 3/i'' WATER MAIN (H~::490)< . "' I ---·-____ .. . . -·---, __ -- "''/ -/ -"• 1• c-r,-..,-rk oFFSITE GRADING FOR COLLE.GE BOULEVARD PER .TEMPORARY · CONSIRDCTrON EASEMEl1fT>· -' .. , ·\ \, ·. . ---.. -----· ---··,,ca :: ... __ _. __ :,.:::---:,. ' ·--... PREPARED BY: =·' . ' ' -.,_ ........ ' -_,,, '.>;: -· .. \. HUNSAKER ., \ \ · .. _ & ASSOCIATES PLANNING ENGINEERING SURVEYING SAN DIEGO, INC 9707 Waples Street San Diego, Ca 92121 PH(858)558-4SOO· FX(858)558-1414 -~--- ---- ---- . - . --·--------· .. --- -----------~ -----·· --- ----- ---~--':..--. . _, -=i-------·-.=-::===·-~"..__,a\ ', ___ /\, ___ / ----,,--7·-·--- .. :;:--.::: ---,--._-. ' .. ....:.:::..._, ______ ~--------_,.::c::;,_.-,,--- / / ,, _____ - ___ ,;:-:·' ._./" _.:..--uJ.-_,,,v,..,~/----___ .- ; , -, __ _ ---· .,..,-_:::::.::.--------------------------: ----. ---~--/-,--~. - ------·--------------------------~--- ..... ~ .... ,,--- -, "· I ' \. . . ... __ CHA1'fN61.. ', . \ FL'0.WLINE•f'£R:.: . L YLE.Ef!/G. '., ' ·. HYDRA/fLIC ·, ANAL YSISJJA TED MARCH 2011)_ ', ¾ \ --·- ' ..!._ ----- 1 ' ·, '·, ~ ·-. :~>~C-~): ·,, "'-( '. -,"';-... ..._ -...... , __ MINOR SUBDIVISION MS-09-04 DOS COLINAS SHEET 14 SENIOR LIVING SITE OF ~ CITY OF CARLSBAD, CALIFORNIA 19 ; L---------------------------------------------------..... ---------------;~~:-:;:::::'.:""'"':'::-~~~~~:"~ R: \0897\&Pln\Dos Colinos -MS 09-04 Senior Site Sht 14.dwg{]Aug-18-2011:07:58 H&A 8/22.'201 ! ' ' ' "' '' ' ~ ', ' "' ' ', "' ', ' ' ' I I I I I I I I I I PARCEL 4 -~-~-~- ' ' ' ---~,~\_ ',, -COLLEGE ~-BOULEVARD-- ", "'~", I '-'-/ / ', ' , I ,,, ,,, '-, "\. '-.// /_,,,,. c::, "' ',, / ,,,,' ,,,,' ~ ', 'i // ,,,, 0 ' "' / "i // //,,, ?JlRCEL 3 : 'i f ~, 1// /z COVENANT OF ESMT FOR 0 I / I "--,,j EMERGENCY ACCESS REC. "'S I I "-02-04-1998 .AS FILE ~ / / "" NO. 98-0055999 0.R. (j~ I I I ~ (SHOWN ON PM 17985) I I '--1 I '-.___ I 1/1 1\. ~ I' I ~WASTEWATER Pf PEL/NE 4, ~ I I EASEMENT REC. ii; "" / I I 02-17-1999 AS FILE i'-. , I I NO. 1999-0095129 -I I I EASEMENT TO REMAIN , I I i ~ I /~60' WIDE EASEMENT FOR I ROAO PURPOSES REC. / / 04-01-1958 AS FILE NO. ~ I / 51674, IN BK. 7016, PG n__ I I I 536 O.R. (AS SHOWN ON I I I ESMT DOC. REC. / I 02-17-7999 AS FILE NO. ' I I 1999-0095129) I I I I EASEMENT TO REMAIN I I I I I I I ! I I I II 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 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 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 I I I I ; J 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 ) I I I I I I I I I I I I I / 120 0 / I ~ ,.I I -==-_,, / MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 DOSCOLINAS RECORD BOUNDARY AND ENCUMBRANCE PLAT A?;V 209-050-70 H&A. 8/22 120 l l JlDJ 00-14 ,,, or_/[? .._,.r::_, 0 -_i'.c...., ,n, '-'· u . .._,, #20D 7-02D5872 _.,r, -0 -s EASEMENTS TO REMAIN ADJ 07-24 CE 07-94 C.0.C. #2DD7-0503J J J EASEMENTS TO BE QUITCLAIMED 4 ADJ DD-14 CE 05-42 C.0.C. #2D07-0205872 /yo / ; / ; \ / / ; / ; EXISTING EASEMENTS AND 10D's EXCEPTIONS TO TITLE LISTED BELOW ARE PER PRELIMINARY TITLE REPORT DATED JULY 6, 2009 BY: FIRST CHICAGO TmE COMPANY OROER NO. 830015755 ALL EASEMENTS SHALL BE PROVIDED FOR, REMOVED, OUITClAIMEO OR RELOCATED AS REQUIRED BY THE CITY ENGINEER, PUBLIC UTILITIES ANO THEIR APPROPRIATE DISTRICTS. 6. INTENTIONALLY OMITTED & AN EASEMENT FOR PUBLIC UTILmES, INGRESS, EGRESS RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 430 AS INSTRUMENT NO. 104290 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY. 12. 14. 15. 16. 21. ~ 37. 38. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS RECORDED APRIL 19, 1951 IN 4063, PAGE 117 AS INSTRUMENT N0.142765 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY. AN EASEMENT ANO RIGHT OF WAY FOR ROADWAY ANO PUBLIC UTILITY AND INCIDENTAL PURPOSES AS RESERVED IN INSTRUMENT RECORDED SEPTEMBER 23, 1963 AS INSTRUMENT NO. 169663 OF OFFICIAL RECORDS, AND THE RIGHT OF OTHERS TO USE SAID EASEMENT AS CONVEYED OR RESERVED IN VARIOUS OTHER INSTRUMENTS OF RECORD, OVER, UNDER, ALONG AND ACROSS THE EXISTING TRAVELED WAY. THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM THE RECORD INTENTIONALLY OMITTED INTENTIONALLY OMITTED INTENTIONALLY OMITTED AN EASEMENT FOR FLOWAGE OF WATERS ANO INCIDENTAL PURPOSES RECORDED MARCH 24, 1975 AS INSTRUMENT NO. 75-066442 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS RECORDED MARCH 25, 1975 AS INSTRUMENT NO. 75-067227 OF OfflCIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AN EASEMENT FOR PUBLIC UTILmES, INGRESS, EGRESS RECORDED MARCH 31, 1975 AS INSTRUMENT NO. 75-71988 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. INTENTIONALLY OMITTED AN EASEMENT FOR PUBLIC DRAINAGE ANO INCIDENTAL PURPOSES RECORDED MARCH 13, 2000 AS INSTRUMENT NO. 2000-0125914 OF OFFICIAL RECORDS. IN FAVOR OF: THE CITY OF CARLSBAD. AN EASEMENT TO CONSTRUCT, RECONSTRUCT, OPERATE, MAINTAIN ANO REPAIR FACILITIES ANO INCIDENTAL PURPOSES RECORDED APRIL 11, 2001 AS INSTRUMENT NO. 2001-0221300 OF OFFICIAL RECORDS. IN FAVOR OF: THE CITY OF CARLSBAD. AN EASEMENT FOR PUBLIC STREET ANO PUBLIC UTILITY PURPOSES RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205880 OF OFFICIAL RECORDS. IN FAVOR OF: THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION. INTENTIONALLY OMITTED INTENTIONALLY OMITTED 39. INTENTIONALLY OMITTED s AN EASEMENT FOR PUBLIC STREET, PUBLIC UTILITY ANO INCIDENTAL PURPOSES RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205884 OF OFFICIAL RECORDS. IN FAVOR OF: THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION AFFECTS:. THE EASTERLY 51 FEET OF SAID lANO AS SHOWN ANO DESCRIBED IS SAID DOCUMENT. & ABUTTER'S RIGHTS OF INGRESS ANO EGRESS TO OR FROM COLLEGE BOULEVARD HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205885 OF OFFICIAL RECORDS. I\ ABUTTER'S RIGHTS OF INGRESS ANO EGRESS TO OR FROM COLLEGE BOULEVARD ~ HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205886 OF OFFICIAL RECORDS. 45. 55. 58. AN EASEMENT FOR INGRESS ANO EGRESS ANO INCIDENTAL PURPOSES RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205893 OF OFFICIAL RECORDS. IN FAVOR OF: BEPTON INVESTMENTS, LLC. AN ARIZONA LIMITED LIABILITY COMPANY ANO DARTFORD INVESTMENTS, LLC, AN ARIZONA LIMITED LIABILITY COMPANY. NOTE: PORTION OF EASEMENT VACATED BY DOCUMENT RECORDED DECEMBER 24, 2007 AS INSTRUMENT NO. 2007-0790599 ANO ALSO RECORDED FEBRUARY 12, 2008 AS INSTRUMENT NO. 2008-071208 OF OfflCIAL RECORDS. INTENTIONALLY OMITTED AN EASEMENT FOR POLES, WIRES, PIPES OR SIMILAR UTILITY STRUCTURES RECORDED JULY 29, 1936 IN BOOK 541, PAGE 244 AS INSTRUMENT NO. 49122 OF OFFICIAL RECORDS. N FAVOR OF: EDWARD KELLY, JAMES T. KELLY, ROBERTS. KELLY, ELLEN K. HALL ANO LILLIE KELLY ORTEGA. THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM THE RECORD AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 430 AS INSTRUMENT NO. 104290 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS RECORDED APRIL 19, 1951 IN BOOK 4063, PAGE 117 AS INSTRUMENT NO. 50708 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AN EASEMENT FOR DRAINAGE PURPOSES RECORDED OCTOBER 1, 1958 IN BOOK 7278, PAGE 165 AS INSTRUMENT NO. 161019 OF OFFICIAL RECORDS. IN FAVOR OF: HARRY C. WELSH. AFFECTS: THE EXACT LOCATION AND EXTENT OF SAID EASEMENT 15 NOT DISCLOSED OF RECORD. 60. INTENTIONALLY OMITTED 61. INTENTIONALLY OMITTED 62. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS RECORDED OCTOBER 7, 1971 AS INSTRUMENT NO. 231011 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY. AFFECTS: THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD. 63. INTENTIONALLY OMITTED ½ AN EASEMENT FOR PUBLIC DRAINAGE PURPOSES RECORDED MARCH 13, 2000 AS ~ INSTRUMENT NO. 2000-0125914 OF OFFICIAL RECORDS. IN FAVOR OF: CITY OF CARLSBAD, A MUNICIPAL CORPORATION. & AN EASEMENT FOR WASTEWATER PIPELINE AND ALSO INCLUDES A MEANS OF ACCESS TO ANO FROM SAID FACILITY RECORDED APRIL 11, 2001 AS INSTRUMENT NO. 2001-221300 OF OFFICIAL RECORDS. IN FAVOR OF: CITY OF CARLSBAD. & AN EASEMENT FOR SLOPE EASEMENT PURPOSES RECORDED SEPTEMBER 12, 2001 AS INSTRUMENT NO. 2001-0652680 OF omCIAL RECORDS. IN FAVOR OF: THE TERRACES AT SUNNY CREEK, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY. 76. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS RECORDED JULY 26, 2002 AS INSTRUMENT NO. 2002-0629409 OF omCIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AFFECTS: THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD A AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205883 OF OFFICIAL RECORDS. IN FAVOR OF: CITY OF CARLSBAD, A MUNICIPAL CORPORATION. ~ AN EASEMENT FORRELINOUISHMENT OF ACCESS RIGHTS TO AND FROM COLLEGE BOULEVARD RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205885 OF OFFICIAL RECORDS. IN FAVOR OF: CITY OF CARLSBAD, A MUNICIPAL CORPORATION. 80. 87. 88. NOTE: PORTION OF EASEMENT VACATED BY DOCUMENT RECORDED DECEMBER 24, 2007 AS INSTRUMENT NO. 2007-790599 AND ALSO RECORDED FEBRUARY 12, 2008 AS INSTRUMENT NO. 2008-071208 OF OFFICIAL RECORDS. INTENTIONALLY OMITTED AN EASEMENT FOR POLES, WIRES, PIPES OR SIMILAR UTILITY STRUCTURES AND INCIDENTAL PURPOSES RECORDED JULY 29, 1936 IN BOOK 541, PAGE 244 OF OFFICIAL RECORDS. IN FAVOR OF: EDWARD KELLY, JAMES T. KELLY. ROBERT S. KELLY, ELLEN R. HALL AND LILLIE KELLY ORTEGA. THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM THE RECORD AN EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES RECORDED OCTOBER 3, 1951 IN BOOK 4252, PAGE 595 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY. THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM THE RECORD 89. AN EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES RECORDED JANUARY 21, 1960 AS INSTRUMENT NO. 12781 OF omCIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM THE RECORD 90. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED OCTOBER 7, 1971 AS INSTRUMENT NO. 231011 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AFFECTS: THE EXACT LOCATION ANO EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD 91. AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES RECORDED JANUARY 9, 1969 AS INSTRUMENT NO. 4773 OF OFFICIAL RECORDS. IN FAVOR OF: JOSEPH L. CANTARINI AND LILLIAN G. CANTARINI, CLINE CANTARINI ANO BANNING T. CANTARINI. A AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205880 OF OFFICIAL RECORDS. IN FAVOR OF: CITY OF CARLSBAD, A MUNICIPAL CORPORATION. 102. INTENTIONALLY OMITTED 103. INTENTIONALLY OMITTED ~ AN EASEMENT FORA TEMPORARY NON-EXCLUSIVE EASEMENT OVER AND THROUGH THE EXISTING, UNIMPROVED ROAD RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205893 OF omCIAL RECORDS. IN FAVOR OF: BEPTON INVESTMENTS, LLC, AN ARIZONA LIMITED LIABILITY COMPANY. .. o MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 ' ' • PROF'OS[D Lff,/17§ Of~ . IMPROVEMENTS-MAT& E'XISTINQ PRIVATE ·, DfflVE PROFILE ;~10_, -:/ / ':'.'. ·, \ 750/· -,, ---~ [ '·saALE. f"·f:,.5,.:t;::}~if_-;:'_ ~-<,, ' 'i . ''"' •;~ .. "}i.' I_ ' ·, ··,\}-{.,''' H&A 8/22/2011 'I . I ,1 / J II I I I ',, I ' \ '' ' \ \ ' PHASED PARCEL MAP EXISTING BOUNDARY & ENCUMBRANCE NOTES AND UNIT PHASING PREPARED BY: HUNSAKER & ASSOCIATES SAN DlECO, INC PLANNING 9707 Waples Street ENQNEERING San Diego, Ca 92U1 SURVEYING PH(8S8)5S8-4S00· FX(858)558·1414 MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA SHEET 16 OF 19 R: \0897\&Pln \Dos Col/nos -MS 09-04 Senior Site Sht 16.dwg[)Ar;g-18-2011: 07: 59 ' ~ ~ " ~ a ~ --------- ,, ' _.,_I' i ' "7 "I I --------- \;---...-\ y ~, ' ' ' ' --------'~- ) ' ! --1 /'' ' ' ,, ' ,(-; ,- ( Ii 1, L ,L r 11 ' ii ' ''-/ ,- 100 0 100 200 300 ~ -~--=--:--:-::--1 SCALE 1"=100' I ___ __,, ----..:i;:-;--JC..'_ --·- ,_ ' ~---.:~:;-___ ----:::-~ ~ ~ -- _L __ -__ ,_ --__ ' /' ----- -: ____ "::::_-- ---=:..._~,'C"(\ '• ' ;\:\PARCEL 2 ;, 0 -~',6. 73 AC > '-. '"" ,>,._ " ~---, ,,, -,, '-. ,~, ;;:~··--,, ii I, \ .\,, " " . ,/' :----~/ :>--· ' ' [-:'. ' '7. .c.:,,_ / -~ _ _I I --. .L -------, MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)JLFMP 15(E)JCUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 ----_I ------- H&A 8/22/20 i 1 --,----.:: _____ _ • __ ! r.·--·------' ·----- ::~~~~--~; "•'::>. 7 _, ' -, I ...1 •;,: '.·:::: -,_,T·1..__ ,,·, -~-~~{;-,f- ;-,,. ----------------- ------' 0 _ _J_, PROJECT TOTAL -46.0 AC. _,.!...._ ·- < ' -- ,• ) 0 -COLLEGE BLVD. 2.74 AC . --- -.:( 91 ~ ''- I ----/ V/ ' . ', ~ \ "\, }y \ / \ .... _, }. ----·---\ ,, PROPOSED PARCEL LINE EXHIBIT'"\ PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYJNG PH(8S8)558-4S00· FX(858)558-1414 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 17 OF 19 R: \0897\&Pln \Dos Co/inas -MS 09-04 Senior Site Sht 17.dwg{]Aug-18-2011: 08: 01 --------------- I I ' I COLLEGE BOULEVARD ~-----L ' ~ (PVT.) DON CARLOS~ --C:-~ --1 '~ / 1 --y --7c , FIRE, TURMfi;ROUND (/ // TYPICAL PRO~~HYbRAJJT I / ¾ ~ I I ' '"' I '\ / " SUBDIVISION BOUNDARY / / \• '\ \' \~ \\ \' \\ 1~ I' ii 0 (\_ I I I I i I ' ' 281 EMERGENCY FIRE ACCESS (PRIVATE ACCESS ROUTE) 300 SCALE 1"= 100' ~ - F I ' ½ I . ~\ .· I 1:, ' ' I ,• ;,J I l'/tf:°t I I~ Q , MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 / / PROPOSED FIRE STAGING AREA H&A. 8/22/201 l \ SUBDIVISION BOUNDARY \ \ TYPICAL FIRE TRUCK TURNING DETAIL TYPICAL PROPOSED FIRE HYDRANT TYPICAL PROPOSED 28' WIDE PAVED SURFACE ,,,... ____ SUBDIVISION BOUNDARY 19.00 },r:1 ;J 3.00 11.00 p Width Track Lock to Lock Time Steering Angle feet 7.00 6.00 6.0 31.6 LARGE CAR NOTTO SCALE FIRE TURNAROUND BASED ON SPECIFICATIONS REO'D FOR FIRE ENGINE BASED ON CAL TRANS 404.5F DETAJL (TYPICAL) 40.00 7.00 25.00 BUS-40 Width Track Lock to Lock Time Steering Angle feet 8.50 8.50 6.0 41.0 CALTRANS 404.SF DETAIL NOTTO SCALE (PER AASHTO 2001, VEHICLE 'P) NOTE: PER FIGURE 404.SF IN THE JULY 2008 CAL TRANS HIGHWAY DESIGN MANUAL PREPARED BY: HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500 · FX(858)558-1414 MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA SHEET 18 OF 19 R: \0897\&Pfn \Dos Colin as -MS 09-04 Senior Site Sht 18.dwg[]Aug-18-2011: 08: 01 ~ a ~ ~ ~ d " c \ ,) .. • ·, \ ·c + + + ·'---~ ' -.•. . ' 'is \ \ \ \. : l : , / !• .. / • ' , -~'- .. .. , ,. ·c ,, -~ .,.,_, ,_ I<'-',,' '-::' . : ;:'"-.;..,_~~ ,0/. ''l\ ~-::- / _,c-- --~_, /" SUBDIVISION ;BOUNDARY I \ ' , . I...__ -, • ,,, / / . ·--. ... ·' \ :-:: - / - ·,. / / • . \ . \ MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 .:->'.~:' ~j ,;.,--;:-~=--';'. ...__ -a~o-------- 'r,' ',;. ., 'I H&A 8,"22/201 l ' / / ·, ,,. ·'-.---:. ·<::.,·~\::._~ / ::~·:X~;~<?i,,,: .. -,.. ...... ,:...... ..--...·; .. . . . ... SUBDIVISION ·BOUNDAR.'/', \ \ .... • • I --. --- ·.LEGEND • .. \ .. • . . . -.. - i • "/ --~a-- \ \ ·, \. --'---. •. ---,31!---' _/ ~~~1,ff;:t . ·.1ar_;..:··-: __ --~::: - . ------- .. . \ !llllllilllllllillillllllllllllllllllllllllllllll!llilllllllllllllllilllll!I 1 DDDDDODDDDDDOOODDDDODODO ,0000000000000000000000000, llililZl!llll!l!ll!I! IISl!il llililiilllllimll 111111 IDll!II llil!Zlllll -- PREPARED BY: HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(8S8)558<1500· FX(858)558·1414 100-YR FLOODPLAIN LINE (FEMA) CHANNEL FLOWLINE 100-YR FLOODPLAIN LINE EXISTING (LYLE) 100-YR FLOODPLAIN LINE PROPOSED (LYLE) FLOOD WAY LINE EXISTING (LYLE) FLOODWAY LINE PROPOSED (LYLE) FLOODPLAIN EXHIBIT MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA SHEET 19 OF 19 R: \0897\&Pln\Dos Coltnas -MS 09-04 Senior Site Sht 19.dwg[)Aug-18-2011:08:02