Loading...
HomeMy WebLinkAboutMS 09-04; DOS COLINAS; Tentative Map Exhibit' I \ \ ' ' \ \ \ PACIFIC \ OCEAN \ \ I I I r VICINITY MAP NOT TO SCALE LEGEND PROPOSED PROJECT BOUNDARY EXIS77NG PROJECT BOUNDARY BUILDING FINISH FLOOR ELEVA 770N AND PAD ELEVATION BUILDING NUMBER PROPOSED EASEMENT LINE EXISTING SEWER MAIN WITH MANHOLE PROPOSED SEWER MAIN WITH MANHOLE FF 104.8 P 104.0 0 (J-·· ----0 --•4-~0 EXIS77NG WATER MAIN ·-----VI------ PROPOSED DOMES77C WATER MAIN ---W-- (SIZE TO BE DETERMINED AT FINAL --. EXISTING CONTOURS PROPOSED SLOPE BANK (2: 1 MAX) PROPOSED CONCRETE CROSS GUTTER EX/S77NG STREET LIGHT -PUBLIC PROPOSED STREET LIGHT -PUBLIC PROPOSED STREET LIGHT -PR/VA TE PROPOSED PROJECT SOUND WALL EXISTING 100-YR FLOODPLAIN LINE (FEMA) ENGINEERING.) EXIS77NG RECLAIMED WATER MAIN ---F! Vi --- EXISTING FIRE HYDRANT ►r EXIS77NG 100-YR FLOODPLAIN LINE (LYLE) PROPOSED 100-YR FLOODPLAIN LINE (LYLE) EXISTING CHANNEL FLOWLINE PROPOSED FIRE HYDRANT ~ PROPOSED CENTERLINE STREET ELEV. 518.2 PROPOSED RETAINING WALL PROPOSED STORM DRAIN -PUBLIC (SEE SHEET 4 FOR LOCATION) PROPOSED STORM DRAIN -PR/VA TE (SEE SHEET 4 FOR LOCATION) EASEMENT CALLOUT (SEE SHEET 10) PROPOSED% OF GRADE RIP-RAP (ENERGY DISS/PATER) -----=-o ---------t!::'.J----- 2% AC PA VINO/ENHANCED AC PAVING ENHANCED PAVING (PER LANDSCAPE PLANS) 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 RE'.;:DENTIAL TOTAL 60 . GUEST COTTAGES: 0.2 SPACES PER UNIT 0.2X40= 8 STANDARD (1 IN 5 SPACES) PARALLEL GUEST TOTAL 8 TOTAL ! 68 I PARKING SUMMARY: COTTAGES WEST-9 UNITS REQUIRED PROVIDED RESIDENTIAL COTTAGES: 1.5 SPACES PER UNIT 1_5x9, 13.5 GARAGES RESIDENTIAL TOTAL 14 GUEST COTTAGES: 0.2 SPACES PER UNIT 0.2 X 9, 1.8 STANDARD (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 1.5X9= 13.5 GARAGES RESIDENTIAL TOTAL 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 (STANDARD) 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 o-b ----- □□□ooa □aaooo 00000000000000000 ··-···-·· 1·· ....... j . . . . . . . . . . : . . . . . . . . . . . . . . . , . . . . > 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 I MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR SITE CITY OF CARLSBAD, CALIFORNIA SHEET 8 I; I; /;1 -- ... I (( I I 11 J1 // II SHEET12 EARTHWORK I GRADING QUANTITIES PROJECT EARTHWORK SUMMARY SECTOR CUT CUT* Senior Living Site 331,580 325,980 • Onsite • Offsite (Don Carlos Access Road) 330 280 • Remedial 299,550 257,020 Senior Living Subtotals 631,460 583,280 Total Project Grading Balance 631,460 583,280 College Boulevard • North 700 600 • South of Bridge 980 960 • East Frontage ROW 120,420 124,220 • West Frontage ROW 9,600 10,000 .. Remedial 77,000 66,390 College Boulevard Subtotal 208,700 202,170 BJ Basin 18,540 18,540 Zone 15 Infrastructure Subtotal 227,240 220,710 Total Project Grading (Balance) 858,700 803,990 ' VOLUMES ARE ADJUSTED FOR SHRINKAGE AND BULKING FILL 283,700 30 299,550 583,280 583,280 42,300 19,000 6'1,710 ** 15,300 77,000 215,310 5,400 220,710 803,990 GRADED AREA (AC) 38.7 0.4 3.1: 1.8 9.6 20 5.8 """THE EAST FRONTAGE R O.W. INCLUDES BORROW DIRT FROM CANTARINI ENVISIONED IN CANTARINI EIR & ON TM SUBDIVISION _..,_ _ _, BOUNDARY SHEET 7 SIGNALIZED INTERSECT/ON {SEE IJETA/L SHT. 3) -- SUBDIVISION BOUNDARY /', SHEET13 KEY MAP ~.-:,·,, SCALE: 1" = 200' SHEET14 PUBLIC UTILITIES AND DISTRICTS GAS AND ELECTRIC TELEPHONE WATER RECLAIMED WATER SE:WER STORM DRAIN FIRE POLICE SCHOOLS SHEET 9 SAN DIEGO GAS & ELECTRIC PACIFIC BELL TELEPHONE CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT CI TY OF CARLSBAD CI TY OF CARLSBAD CI TY OF CARLSBAD CI TY OF CARLSBAD CARLSBAD UNIFIED SCHOOL DISTRICT ABBREVIATIONS FL TW 8W TF FS s w RW SD NTS ELEV IE R/W PL GB Pl p SF NSF FP vc MH RCP I 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 LI NE GRADE BREAK POINT OF INTERSECT/ON (V. C ) PAD ELEVATION GROSS SQ. FT. NET SQ FT. FLOOD PLAIN VERTICAL CURVE MANHOLE RE I NFORCED CONCRETE PI Pf; SHEET 11 !1 /1 f-- I I I J I \.-\ >' \ I / I ii r, If' I ---l I j GENERAL NOTES, 1 . TOTAL GROSS SI TE AREA: COLLEGE BL VD AREA: NET SI TE AREA: NET DEVELOPABLE AREA: 46.0 ACRES 2. 75 ACRES 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 UNITS: 3D5 COMMERCIAL DWELLING UNITS (INCLUDES 20 AFORDABLE UNITS) 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 . EX I ST/ NG GENERAL PLAN DES I GNAT I ON: 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 DESIGNATION: 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 (L /Ml TED CONTROL) PARCEL 1: LC (LIMITED CONTROL) PARCEL 2: LC (LIMITED CONTROL) PARCEL 3 : LC (L /Ml TED CONTROL) 9. PROPOSED ZONING: PARCEL 1 : RD-M (RESIDENTIAL DENSITY -MULTIPLE) PARCEL 2 : RMHP (RESIDENT/AL 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 REV I SEO LETTER DATED 4-22-11) 12. TOTAL BUILDING COVERAGE: APf'ROX. 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 CNS, STREET LIGHTS, ANO FI RE HYDRANTS SHALL CONFORM TO CITY OF CARLSBAD DESIGN STANDARDS AND AS REQUIRED BY THE CITY ENGINEER. 2. ALL EASEMENTS SHALL BE PROV I OED FOR, REMOVED, QUI TCLA I MED OR RELOCATED A<' ."iEl!UIRED BY THE CITY ENGINEER, PUBLIC UTILITIES AND THEIR APPROPRIATE DISTRICTS. 3. ALL PROPOSED UT IL I TI ES SHALL BE UNDERGROUND. 4. CONTOUR INTERVALS: 2/10 FEET 5. TOPOGRAPHY PREPARED BY: PHOTOGEODEDIC, FLOWN 10-27-05 6. FINISHED GRADES ARE APPROXIMATE 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 BE INSTALLED PER THE CARLSBAD LANDSCAPE MANUAL. LANDSCAPING SHALL ALSO COMPLY WI TH THE MI TI GA Tl ON MEASURES OUTLINED FOR EIR 09-01 AND RECOMMENDATIONS OF THE BIOLOGICAL TECHNICAL REPORT. 9. CUT AND FILL SLOPES NOT TO EXCEED 2: 1. 10. MODEL UNITS MAY BE BUILT PRIOR TO FINAL MAP RECORDAT/ON IF SPECIFIC APPROVAL JS 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 FIRE FLOW DEMAND: 2,500 GPM 13. THE INDEPENDENT L I VI NG AND THE ASSISTED L I VI NG BU I LD I NGS ARE PROPOSED TO BE SPRINKLERED. 14. IT IS INTENDED THAT MULTIPLE FINAL MAPS MAY BE FILED IN ACCORDANCE WITH THE PROVISIONS OF ARTICLE 4 OF SECTION 66456. 1 OF THE SUBDIVISION MAP ACT ON LARGE MASS GRADED LOTS. i LE(3AL DESCRIPTION ' POl?TION OF LOT "8" IN RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFF'/CE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1896. OViVNER I APPLICANT WEST SENIOR LIVING R/E LLC A CALIFORNIA LIMITED LIABILITY COMPANY 5796 ARMADA DR., SUITE 300 CARLSBAD, CA 92008 (760) 496-7621 DAVID A. HAMMAR R.C.E. 34757 MY REGISTRATION EXPIRES ON 9/30/11 PREPARED BY: REVISION DATE BY SUBMITTAL 01/29/09 H&A RESUBMITTAL 07/15/09 H&A SAN DIEGO, INC HUNSAKER RESUBMITTAL 11/20 09 H&A & AS SOCIA TES a:.R:.:ES:::.:Ll:::.BM::;cfccT.:..:.TA=L--1"-'N-'-'TE"'-'R"-'I M"----------f-'1=2/7 1=0 -i-09'-!-H--c&~A-I RESUBMI TTAL 04/01/10 H&A RESUBMITTAL 05/25/10 H&A PLANl';!INC 9707 Wap1es Street RESUBMITTAL 08/06/10 H&A ENCINEERINC San Diego, Ca 92121 . SURVEYING J>H(858)558-4500 · FX(858)558-1414 RESUBM I TTAL 03/22/11 H&A RESUBMITTAL 06 15/71 H&A RESUBMITTAL 08 17 11 H&A MINOR SUBDIVISION MS-09-04 SHEET DOSCOLINAS OF sE~~~~R~!~!~~FO~~rE 19 i 1 I I: I 1: l: ¥I I' 8 ! 7:i : :tl ::0 :mo i~o oC ff>~~ ~:;;. It> l! c!I z !tz~ !~I im~ n"m ~~~ 1~2 z m !1 CD ~ I I I I j! • r I I ~ I TI~ mo 1~□ ~c ~~~ I:~. It )> ~:c!lz !I,~~ l!: ~ :r: i'~D -'";H ii, m -r 8l ~ ·ruz z 8l -------------------------------------------------------------------------------------------------------------------... ------------·------------------... -----R: \0897\&Pln\Dos Coli"nos -MS 09-04 Senior Site Sht 0/.dwg[}Aug-22-2011: 12: 19 li ~ l ...lr, 0 -ti ...lr, c.o --1- Cl ll ~ 2 Ci) 2 C: s: m ll Cl i 2 Ci) 2 C: s: to m ll Cl ll § 2 Ci) 2 C: s: m m ll C A .c. -R VEWAY ESMT. VARIABLE WIDTH PR/VA 1£ D I ESMT. (GENERAL ACCESS AND UT!LITY EASEMENT) 21'/2J' ' 21'/23' " 5' VARIABLE 16' 10'/14' 16' VARIABLE 5' MEDIAN '1-, r6" CONCRETE CURB 2% ,I (TYPICAL) 2% -2% ' l L 2% --':I ~c r ~. "· • ···••»•• .. ····••<>• •"'' ~ ... , :::::::::::::::::: .. .............. .... .. ..... .. .. ...... ··-~,\\',_\\\', ~\\\ ·::.·::.-:.. l:J 1n ;,,; llfl.:......lfll.:..._ I .; ::,; PAVEMENT AND I ii: 'i,-, "§ t-,WA 1£R MAIN 6" ONCRETE SIDEWALK YPICAL) (T BASE (TYPICAL) ' ·1PUBLIC CONCRETE STORM DRAIN (( 0 AND GUTTER (PUBLIC) \.. 6'/8' 75' 75' 6'/8' PRIVATE PROJECT ENTRY @ :::::!~~TlL~o:~!s~!TE DRIVEWAYS '~" & "D" NTS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS CURB (TYPICAL) ESMT. VARIABLE WIDTH PR/VA 1£ DRIVEWAY ESMI: 5' ' VARIABLE 2% -, ., (GENERAL ACCESS AND UTILITY EASEMENT) VARIABLE VARIABLE f. 4' 3' MEDIA ........ " ........ .. r VARIABLE VARIABLE /6" CONCRETE CURB I (TYPICAL) 2% -' 8' 5' 2% A.C. PAVE~;;~;-~t~o/ ?' BASE (TYPICAL) STORM DRAIN (PUrLlc) L 7 7' , 14' PRIVATE PROJECT ENTRY VARIES 5' MIN. ® PORTION OF PRIVATE DRIVEWAYS 1~11 & N01£: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ESMT. 34' PR/VA 1£ DRIVEWAY GENERAL ESMT. ACCESS AND UTILITY EASEMENT) t 5' 12' 12' 5' "D" NTS MODIFIED 4" ROLLED CONCRETE CURB AND GUTTER (TYPICAL - SEE DETAIL, SHEET 3) *' 11.5' 4' 6' 6' TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PRIVATE DRIVEWAYS "N" & © N01£: PROPOSED UTILITY LOCA !IONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS * 5' GENERAL UTILITY & ACCESS EASEMENT Ill/ERE NECESSARY •• SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER "0" NTS ESMI: 44' PR/VA TE DRIVEWAY (GENERAL ESMT. ACCESS ANO UTILITY EASEMENT) 4' 8' 14' 14' 8' 4' 2' I,. 2% 2% 2% 2% f, ,~ .•. -' .. ·•·· I·,;., ... .... .... ,, , ...... ........ ----·' /Ill_ ,.:_,,, . . l 71/---tf//'- A.C. PAVEMENT -'in~~:'.;~ "' ANO BASE " "' -WATER MA/Wlr-<o \ (PR/VA 1£) I WA 1£R AIN C --' -SEWER MAIN (PUBLIC) C ONCRETE SIDEWALK TYPICAL) ( MODIFIED 4' ' ROLLED CONCRETE GLITTER (TYPICAL - SHEET 3) •• CURB ANO CONCRETE SIDEWALK (TYPICAL) (PUBLIC) SEE DETAIL, 11,5' 6' 'L 7' 1· I , • TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PRIVATE DRIVEWAY"K" © NOTE: PROPOSED UTILITY LOCATIONS AR[ NTS ESMT. 5' 2% TYPICAL UNLESS OTHERWISE SHOWN ON PLANS •• SUBJECT TO FINAL DESIGN APPROVAL BY Cl TY ENGINEER 37' PRIVATE DRIVEWAY (GENERAL ESMT. ACCESS ANO UTILITY EASEMENT) 12· 12' VARIABLE 2% . , .. , 5' ~CONCRETE SIDEWALK (TYPICAL) TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PORTION OF PRIVATE DRIVEWAY "C" ® NOTE: PROPOSED UTILITY LOCATIONS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS A.C. ---+ --------I -- MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)JLFMP 1 S(E)JCUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 ESMT. 33' PR/VA TE DRIVEWAY GENERAL ACCESS AND UT!LITY EASEMENT) ESMT. ESMT. ESMT. 4' 28' PR/VA TE DRIVEWAY GENERAL ACCESS AND UTILITY EASEMENT) /11 ESMT. 20' GENERAL ACCESS & ESMT. PLANTER UTILITY EASEMENT 5' 74' 14' 19' PARALLEL PARKING 1 ' 14' 12· 14' 19' PARALLEL PARKING 17' CONCRETE SIDEWALK (TYPICAL) ... i~i .. i~ _\\\\ SEWER MAIN PUBLIC 7' ~ "' 7' 7' TYPICAL PRIVATE RESIDENTIAL DRIVEWAY 7' PORTION OF PRIVATE DRIVEWAY"C" ® NOTE:_ PROPOSED UTILITY LOCATIONS ARE NTS ESMT. 5' TYPICAL UNLESS OTHERWISE SHOWN ON PLANS * 5' GENEFIAL UTILITY & ACCESS EASEMENT Ill/ERE NECESSARY 34' PR/VA 1£ DRIVEWAY GENERAL ACCESS AND UTILITY EASEMENT) 12' 12· 5' ESMT. CONCRETE SIDEWALK (TYPICAL) ESMI: ?' 5• CONG. CURB WITH PERVIOUS GUT1£R L.W. ENGINEERED FILTER MATERIAL 24' PR/VA TE DRIVEWAY (GENERAL ACCESS & UTILITY EASEMENT) 12· ' 12· SEWER MAIN (PUBLIC, TYPICAL PRIVATE ACCESS DRIVEWAY 2· 2' 2% 2% :I, ~~11\I 1=.-~111W ~1111~ "" @ ::/P~~o~;u~~'::A~~~=OS DR/~: I WA1£R MAIN (PRIVA1£) I 6' 6' <o STORM ORAi (PRIVATE) 6' SEW/cR MAIN PUBLIC ~ 0 ~,,,,~--:::-•,,,, ~,1,~~ ~,,,,:;_ "l CONCRETE SIDEWALK (TYPICAL) MODIFIED 4" ROLLED CONCRETE CURB AND GUTTER (TYPICAL - SEE DETAIL, SHEET 3) •• TYPICAL UNLESS OTHERWISE SHOWN ON PLANS WATER MAIN (PUBLIC/ PR/VA TE) 2% 7' 6" CONCRETE CURB (TYPICAL) 1% MIN. A.C. PAVEMENT AND BASE TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PRIVATE DRIVEWAYS "G" & "H" PORTION OF PRIVATE DRIVEWAY "E" WI L.I.D. PERVIOUS GUTTER CD NOTE: PROPOSED UTILITY LOCAT!ONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ESMT. 29' 33' PR/VA 1£ DRIVEWAY GENERAL ESMT. ACCESS AND UTILITY EASEMENT) 6" CONG. CURB WITH PERVIOUS GUT1£R L.I.D. ENGINEERED 5' 2· 12· 14' 10· 12· 2% ..............•....... ii/1.··· Z 1.-"I///EE ~~ FILTER MA TERIALwA 1£R MAIN (PUBLIC/ I PR/VA FJ_ -• I ~ 7' 12' 14' STORM DRAIN (PRIVATE) TYPICAL PRIVATE RESIDENTIAL DRIVEWAY 9' PERPENDICULAR PARKING 6" CONCRETE CURB (TYPICAL) 1% MIN. A.C. PAVEMENT ANO BASE NTS PORTION OF PRIVATE DRIVEWAYS "C", "E" & "G" 3' 14' SERVICE ROAD 3' A.G. ' 2% - <o SEWER MAIN (PUBLIC) © PORTION OF PRIVATE ACCESS DRIVEWAY "Q" N01£: PROPOSED UTILITY LOCA !IONS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ENERGY 0/SS/PATOR GRADED SWALE PLANTER /I! ESMT. 20' GENERAL ACCESS & UTILITY EASEMENT 17' 3' 14' SERVICE ROAD EX/SI: GRAD~- :::::1111_=5:1111,,,:,;,.:......tttt Ill/ ~ii DRAIN TO GRADED SWALE <o ESMT. 3' SEW/cR MAIN /I! PLANTER~SMT. 6' CHAIN LINK FENCE AT PERIMETER OF HYDROMOO/FICA 170N BASIN 3• NO. 2 HYDROMOD/FICA 170N \ BASIN NO. 2 ,,, 1111 ..... , %flJI~ v~11t19" ¼1111:r __ _l_~,111~ _"////. "/lll_"/lfl'§t- (PUBLIC) A.G. CONG. GUT1£R CATCH BASIN CROSS SECTION AT HYDROMODIFICATION BASIN NO. 2 TYPICAL PRIVATE RESIDENTIAL DRIVEWAY @ PORTION OF PRIVATE DRIVEWAY"O'~I5 NOTE: PROPOSED UTILITY LOCATIONS ARE · WI L.I.D. PERVIOUS GUTTER G) N01£: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN NTS © PORTION OF PR/VA TE ACCESS DRIVEWAY "Q" TYPICAL UNLESS OTHERWISE SHOWN ON PLANS * 5' GENERAL U17LITY & ACCESS EASEMENT Ill/ERE NECESSARY •• SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER ESMT. 38' PR/VA 1£ ORIVEWA Y GENERAL ESMT. ESMT. 28' GENERAL ACCESS & UTILITY EASEMENT 24' ON PLANS ESMT. ESMT. ESMT. 28' GENERAL ACCESS & UTILITY EASEMENT ' 2' 12' 24' 2% * 2· 2' NOTE: PROPOSED UTILITY LDCA TIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS ESMT. ESMI: 24" PR/VA TE DR/VEWA Y GENERAL ACCESS AND UTILITY EASEMENT) 12· 12' ACCESS ANO UTILITY EASEMENT) 2' 12· 5' 14' 14' 5' 2% 10' 2' 2· FIRE TRUCK I HAMMERHEAD AREA 6" CONG. CURB WITH PERvlOUS GUT1£R L./.0. ENGINEERED FILTER MATERIAL 2% - ~1£R MAI (PRIVATE) WATER MAIN I (PU:1L;~- 2% 1111-= wi · · 1/iiL · · · ~ <o SEWER MAI PUBLIC STORM ORA/NJ (PRIVATE) 7' _ 7' ~,1,,-if:·7 ~1,,1~'¾ ~,,,,t "l CONCRETE SIDEWALK (TYPICAL) MODIFIED 4• ROLLED CONCRETE CURB AND GUTTER (TYPICAL - SEE DETAIL, SHEET 3) •• 5~X. TYPICAL PRIVATE RESIDENTIAL DRIVEWAY PORTION OF PRIVATE DRIVEWAY "G" ® NOTE: PROPOSED UTILITY LOCA !IONS ARE NTS EMERGENCY ACCESS DRIVE "B" @FIRETRUCK HAMMERHEAD AREAS ® NOTE: PROPOSED UTILITY LOCA !IONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS TYPICAL UNLESS OTHERWISE SHOWN ON PLANS * 5' GENERAL UTILITY & ACCESS EASEMENT Ill/ERE NECESSARY ** SUBJECT TO FINAL DESIGN APPROVAL BY CITY ENGINEER WlcS1£RL Y R/W 51' 14' 10· 18' ' 2% 102' RIGHT OF WAY (GENERAL ACCESS AND UTILITY EASEMENT) 51' 9' 9' 32' ' 18' MEDIAN " 2% -' 2% -, --··· ...... .................... ............ \ .. -,.,! MEDIAN HAROSCAPE SEE TM ~H~-6, ;, ;; . 9, 11, 13 & 14 FOR EXTENTS OF 10' ASPHALT CHANNEL PROPOSED PUBLIC STREET COLLEGE BOULEVARD N01£S: 1. IMPROVEMENTS SOUTH OF PROPOSED BRIDGE, 2. CONSTRUCT HALF STREET IMPROVEMENTS PLUS ONE LANE AND MEDIAN HAROSCAPE. IMPROVEMENTS AS PART OF THIS PROJECT. NTS 2% EASTERLY R/W 6" CONCRETE CURB ANO GUTTER (TYPICAL) ' 6' HIGH SOUNDWALL SOUNOWALL BERM PUBLIC 6' 6' WA1£R MAIN (PUBLIC) EMERGENCY ACCESS DRIVE 118 11 & WI L.I.D. PERVIOUS GUTTER "P" (PRIVATE) 6' 6' STORM DRAIN (PRIVA1£ SEWER MAIN PUBLIC 6' 6' TYPICAL P~IVATE RESIDENTIAL DRIVEWAY PRIVATE DRIVEWAYS "L" & "M" ® NOTE: PROPOSED UTILITY LOCATIONS ARE TYPICAL UNLESS OTHERWISE SHOWN ON PLANS NTS ® PORTIONS OF PRIVATE DRIVEWAY "G" N01£: PROPOS~D Ul7LITY LOCA T/ONS ARE NTS TYPICAL UNLESS OTHERWISE SHOWN * 5' WHERE NECESSARY DUE TO unLITIES ON PLANS ' * 5' GENERAL unLITY & ACCESS EASEMENT Ill/ER£ NECESSARY WESTERLY R/W EASTERLY R/W 20' LANDSCAPE BUFFER AND PEDESTRIAN ACCESS EASEMENT VARIES 2% - 5' WIDE MEANDERING CONCRETE WALK 5' PLANNING 10· VARIES 102' RIGHT OF WAY (GENERAL ACCESS AND UTILITY EASEMENT) 51' 32' 9' 9' 18' MEDIAN 2% - 18' 57' 10· 74• ADOfl70NAL FULL WIDTH R.O.W. IMPROVEMENTS TO BE BUILT PER CANTARIN/ RANCH DWG 456-31 2% - PROPOSED PUBLIC STREET MEDIAN HARDSCAPE SEE TM SHTS 6. 7, 8, 9, 11, 13 & 14 FOR EXTENTS OF IMPROVEMENTS AS PART OF THIS PROJECT. COLLEGE BOULEVARD NOTES: 1. IMPROVEMENTS NORTH OF PROPOSED BRIDGE 2. CONSTRUCT HALF STREET IMPROVEMENTS PLUS ONE LANE AND MEO/AN HARDSCAPE AND LANDSCAPE NTS 3. FULL WIDTH R.O. W. IMPROVEMENTS TO OCCUR ONLY AT CANNON BL VD. INTERSECT/ON APPROACH-SEE TM SHT. NO. 6 (EXCLUDING SIDEWALK AT EAS1ERLY RW). HUNSAKER & ASSOCIATES 5AN DIEGO, 9707 Waples Street I N C MINOR SUBDIVISION MS-09-04 ENGINEER!NG San Diego, Ca 921l1 DOS COLINAS SENIOR .. LIVING SITE SURVEYING PH(8S8)SS8-4500 · FX(858)558-1414 CITY OF CARLSBAD, CALIFORNIA SHEET 2 OF 19 R: \0897\&Pin\Dos Colinas -MS 09-04 Senior Site Sht 02.dwg[)Aug-18-2011:07:44 I I I I I!: l ~ ~ :ll ma i! □o ~c ~['fl~ !I JJ w ij ~ • ~! J> i~z ;1,~ !j ~I I ff!□ ~~;l] ffi 81~ f~z z ' m u, I ~ I I I I [ l I. I !) ll ,I ~i !ii~~ ~! rn ~ u ::0 U) i! ~ ' ~ ~ ~ ~ a "" "' 7J • ~I :t> ~1 Jj Z • ~m ~ ~~ ii s: ::i:: ii CD Q i fJl -0 1:; m rn ~; /Jl r ii3i rn I 0 :j;! I "' 0 .... ..a. CD 0 :0 i 2 Iii z c:: s: DJ m :0 0 :0 i 2 Iii z C: s;: DJ m :0 m :0 CURB 12. WIDE BORDER WITH I/ 4" GROOVES APPROX. 3/4" O.C. TRUNCATED DOMES SIDEWALK PLANTING OR OTHER NON WALKING SURFACE 4 • ROLLED CURB & GUTTER SIDEWALK \j(MEt-11 ~.C-p~ 1 2" CURB 1 2" CURB 4" ROLLED CURB & GUTTER 6" CURB & GUTTER 6" CURB & GUTTER MODIFIED PRIVATE PEDESTRIAN RAMP (A) DETAIL RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS :,._ '-' ;j fl ...., i:5 '-' CE ;j ' '11-iQ ====::.::.~-/ PROPOSED 9.-'o c,\l ' '\ \'\, GUTTER 12 • WIDE BORDER GROOVES APPROX. (D c&.G/ 4'' ROLL 6" c&.G PROPOSED CURB NTS WITH 1/4" 3/4" o.c. 4" ROLLED CUR 6" CURB 4" ROLLED CURB & GUTTER 6" CURB & GUTTER MODIFIED PRIVATE PEDESTRIAN RAMP (C) RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS SIDEWALK· NTS SIDEWALK UNDERDRAIN TO GRASSY SWALE L TYPICAL CROSS SECTION A-A MODIFIED PRIVATE PEDESTRIAN RAMP (A) PLAN VIEW RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS 4" ROLLED CURB & GUTTER 6" CURB & GUTTER CURB NTS 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. 4" ROLLED CURB & GUTTER/ 15' CURB &i GUI/ER MODIFIED 4" ROLLED CURB 6" TYPE 'G' CURB AND GUTTER N. rs. MODIFIED PRIVATE PEDESTRIAN RAMP (B) DETAIL RAMP PER ADA REQUIREMENTS SEE LANDSCAPE PLANS NTS TYPICAL MODIFIED ROLLED CURB TO TYPE 'G' CURB TRANSITION DETAIL ~ ~ ----~-l __ ~ I \ WITH INTERIM LANE ASSIGNMENTS c)+ro - "CANTARINI RANCH" I• LOCATION OF ROLLED CURB AND STANDARD 6" CURB TO BE DETERMINED AT FINAL ENGINE.ER/NG 'DOS COLINAS" L~ \ ~-. COLLEGE BLVD.JPRIVATE DWY. SIGNALIZED INTERSECTION WITH ULTIMATE LANE ASSIGNMENTS ''A II 1"-50' NTS ' ~ f:J2.+( "-...:::-:,,,,.~. ~ 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 STANDARD 6" CURB STANDARD 6" CURB COMPACT "CANTARINI ~ COLLEGE BLVD.JPRIVATE DWY. "D" SIGNALIZED INTERSECTION WITH ULTIMATE LANE ASSIGNMENTS 1" -50' BMP LOCATIONS 1"-200' STANDARD 6" CURB RAMP STANDARD 6" CURB (PAINTED STRIPING) 0) 9' STANDARD 6" CURB STANDARD 8' 9' DISABLED (VAN ACCESSIBLE) TYPICAL PARKING DETAIL NTS . 12" mo£ BORDER WITH 1/4" -- GROOVES APPROX. 3/4" O,C. . ~ u ~ G:] .::l ~ 0 ,;; Q u ¼'lo . CURB LINE MODIFIED PRIVATE PEDESTRIAN RAMP (B) PLAN VIEW RAMP PER ADA REQUIREMENTS SE.£ 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 NTS 2' Se 0) 9' - G STANDARD 6" CURB RAMP (PAINTED STRIPING) 9' ~ ---· --------~ DISABLED (STD. ACCESSIBLE) 3' 1' 2' P.I. CO CJ 2'-6.,R ';, ~ ~-,L--------+--+-~ C, _, 1Yut. • MODIFIED 4" ROLLED CURB SECTION LOCATION OF ROLLED CURB AND STANDARD 6" CURB TO BE. DETERMINED AT FINAL ENG/NEERING (SE.£ CROSS SECTIONS, SHEET 2 AND PLAN, SHEETS 4 AND 8) 3.0' CONC. THICKNESS = 5.5" 2% -0.125' 2% --- NOTES: 1. CONCRETE SHALL BE 560-C-3250 2. PROVIDE TRANVERSE JOINT PER RSD NO. G-9 & G-10. 3' RIBBON GUTTER NTS NTS PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DlECO, INC 9707 Wiiples Street San Diego, Ca 92121 PH(858)558-4500-FX(858)558•1414 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 3 OF 19 f?: \0897\&Pln \Dos Colin as -MS 09-04 Seni~r Site Sht D.3.dwg{)Aug-18-201/: 08: 05 I I I I Ii 'I) cl I' JJ~ mo ..,.'.e □ !joc mO ~JJ~ I~ "'" . al ► 1~~ ma JJ ;:H m-r~~ I ;l; I' m . SI . ► I ' ~ • ' d < d " Cl :.ti § 2 (jJ z C s;: DJ m :a CJ ll § z (jJ 2 i m m :a Cl :.ti § z [ii 2 C s: OJ m :a i I I PUBLIC UTILITIES PROPOSED 12• PVC WATER LJNE LOOPED THROUGH THE DOS COLINAS PROJECT (HGL=J75) PROPOSED 16• WA TcR MAIN (HGL=+BO) PROPOSED 16· WA rm MNN (HGL=490) 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 J6" WATER MAIN (HGl.•49D) PRDPOSfJJ 12" WA1ER MAIN (HGl.•J75) PUBLIC UTILITY LEGEND PUBLIC STORM DRAIN .................... .,,. ------..,. PUBLIC SEWER .............................. . -------- PUBLIC WA TER .............................. . -w------ PUBLIC RECLAIMED WATER ............ -••- PUBLIC FIRE HYDRANTS ................ "4 PROPOSED J6" WATER MAIN (HGl.=490) PRIVATE STORM DRAIN LEGEND PRIVATE STORM /!RAIN .................. -========-===== 6' SOUND WALL ; 4' BERM,,---..._ CURB & GUTTER f COLLEGE BL VD. 103.7 PAD 1.8' RETAINING WALL) \_5, MEANDERING SIDEWALK SECT/ONA-A CURB~ SCALE: 1"=20' 6' SOUND WALL 5' MEANDERING SIDEWALK SECTJONB-B CURB & GUTTER f COLLEGE BL VD. CURB~ 6' SOUND WALL 3.8' RETAINING WALL 91.J PAD CURB & GUTTER \~'------li~-.fL~C~OLLEGE BLVD. \_ 5' MEANDERING SIDEWALK 3' BERM \_4. MEANDERING SIDEWALK SECTIONC-C SCALE: 1"=20' 6' SOUND WALL SCALE: 1"=20' 5' MEANDERING SIDEWALK SECTIOND-D SCALE: 1"=20' CURB & GUTTER f COLLEGE BL VD. _ SOUNDWALLSECTIONS EIA$/N NO. I MTHIN P.ARCEL 1 CO~ BY AN OPEN SPAC£ &.SEM£NT ENTIRE PARCa NO. J CO'IERm BY A Bta.OGICAL/OS CCWSERVA TION £A$J,1£JJ1 OPEN SPACE EASEMENTS & BIOLOGICAL CONSERVATION EASEMENT PREPARED BY: MINOR SUBDIVISION MS-09-04 SHEET HUNSAKER & ASSOCIATES SAN DIECO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92111 SURVEYING PH(858)558-4500 · FX(858)558-1414 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 4 OF 19 R: \0897\&Pln\Do":>' 'co/inas -MS 09-04 Senior Site Sht 04.dwg[]Aug-113-2011:08:06 ' ~ ~ " Q < Q • I, I I I I I I I i I I rg ~ '~! ,~~ •" ii ~ n • ~~ ~:!lz !i e~ ; ~ I mo !:'.~;:H M (Jl~ l ~; I ~ ~ 0 ..... ...a. CD CJ 1J ~ 2 G'I 2 C ~ tll m 1J t:I 1J i 2 G'I 2 C ~ C1J m 1J m 1J I I ' 1/SION IARY="' ! \ I ! / --. /.,/ ____ __,, I I I \ \ \ / \ I ) 1--. • \ , , I I I / ' I I I ~, I Ji: I f,- I I I /-<f .... ,, I ... , I l J;. --- l. . . _) .,-, \ ' , \\ . \'~~ ' . "0 -~ "'"'..N 0~• ~"""' "' Q • // -. ~ '</:• ·,,! .. ~~... , .J:'• " <' . ,1, ~~ ~\\ \ 't < , SLOPE EDGE BUILDING SETBACK INDEX NORTH COTTAGES SCALE: 1• = 50' \ 07 \ 1 \ TOP OF SLOPE / SETBACK '< LINE OF SIGHT H-APPROX 10' 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 11AtA1' 11 -TYPICAL SCALE: 1" = 1 D' 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 '11 \ H-APPROX 10' \ \ \ \ 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" = 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' 9.1' ACTUAL UNIT 25 SETBACK I 0.7 1 / I TOP OF SLOPE SETBACK SECTION 11B-B' 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 12. 7' ACTUAL UNIT 30 SETBACK / o.7 I 1V I TOP OF SLOPE SETBACK SECTION 11C-C' 11 -TYPICAL SCALE: 1" = 10' NOTE: AS LONG AS A 7.0' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. SCALE: 1• = 10' 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 , ..1.J_L.L , , I ?7' SLOPE EDGE BUILDING SETBACK INDEX WEST COTT AGES SCALE: /" = 40' SLOPE EDGE BUILDING SETBACK INDEX SOUTH COTTAGES SCALE: 1" = 40' TOP OF SLOPE SETBACK LINE OF SIGHT H-APPROX 1 Q' 9.1' ACTUAL UNIT 18 SETBACK / o.7 I 1v I PLAN 1AR 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 0' TOP OF SLOPE SETBACK LINE OF SIGHT H-APPROX 12.0' 18.9' ACTUAL UNIT 8 SETBACK TOP OF SLOPE SETBACK SECTION 11E-E' 11 -TYPICAL SCALE: 1" = 10' NOTE: AS LONG AS A 8.4' MIN. DISTANCE IS MAINTAINED, THE TOP OF SLOPE SETBACK REQUIREMENTS ARE MET. , OF SLOPE ACK OF SIGHT -APPROX 11.5' 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 PLAN 2A 14.9' ACTUAL UNIT 5 REAR SETBACK BERM FOR SOUND WALL TOP OF SLOPE SETBACK SECTION 11 F-F' 11 -TYPICAL 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• = 70' MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA -,---------------- SHEET 5 OF 19 /'----- I I li I!: ~ I 0 : 0 ~~§ 1~5 o"' ~ ;1; zm .: ~"' ...a,~::r: i !E ~ ; OJ jTI q-, (J1 'S'. t: ~~ ffi m I ~ I I I ' ~ ~ ~ d ~ d ~ U'I 0 0 JJ i 2 G'l 2 C: 31: OJ m JJ CJ JJ i 2 G'l 2 C: s: llJ m JJ CJ JJ i I 2 C: s: OJ m JJ """' ~· (0 754 A MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/qUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 I MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA ' ' ' \ \ SHEET 6 OF 19 R: \0897\&Pln \Dos Co!inas -· MS 09-04 Senior Site Sht 06,dwg[]Aug--18-2011: 07; 52 ' ~ ~ ~ Q ~ 0 ' I I I \'; ~ I 8 i JJ~ i. ~B Ji □ C :~ m ~ '" ~ i ~(/J mo• ~p -~ JJ z a -, ~ •z -, C ~< ·• rn I ;.mO GO :rJ "[J ~~ OJ !11 m~'i; t WJ ~ ITT m I c:i p I I I • I I Ii I \'; I ~ i,ll :0 '~O 1,110 oC ii:~~ i! ~ i11 • ~:~ ;aiJJ :?' ~'~t !ii! ,i:::c ::;i'ffi □ ti ' .,, !'.;:: I~ fT1 ~ 'CTI ~-r~s: ,z I ffi I : c:i I ,, I I I I ! I I , I I CJ ::.c ~ -2 Ci) 2 C: s: DJ m :0 CJ 'JJ § 2 Ii) 2 C: s: Ill m :0 C ::.c i -2 Ii) 2 C: :s: CD m :0 0 0) I 0 ' -ti -lo (,0 ' m ::tJ ~ 1'.' .. _, . ,. ),.~ ~ '1 r:r, s·· I r.,,,J. MAIN (PUBLIC) GRADING (BERM) 0.4 ij• ~,6~-0,\ FORCONTTNUATTONSEESHEETB --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 1 9 ~ • ~ 6 < 0 ' R: \0897\&Pln\Dos Colinas -MS 09-04 Senior Sile Sht Ol.dwg{jAug-18-2011:07:54 ti I 2 Cl 2 C: s:: OJ m D C D i 2 Cl 2 C: s: OJ m D ti D i 2 Cl 2 C: s: Ill m D DJ m D 58.7 60,9 X 58.6 X PROPOSED 100 YEAR FLOODPLAIN PER LYLE ENG. HYDRAULIC ANALYSIS DA TED MARCH 2@/94 X PROPOSED GRADING DAYLIGHT UN£ (LIMITS OF GRADING) '· ·J:'.dl.ili, \1:1, · i.Ei:i.llli ~};;.Lliit.' LL"' ;,' .. PROPOSED WATER QUALITY--'r"1 VEGETATED SWALE FOR THE S!J.'l.Y PARCEL. )( 1911-- PROPOSED STORMcD AIN PIPE EXTEND THROU 2' HIGH BERM AND DISCHA GE TO SWALE ( .) 58 7 X MS 09-04/GPA 09-02/ZC 0f}-02/RMHP 96-01 (D)/LFMP 1 S(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 FOR CONTINUATION SEE SHEET'6 il1;lli~ .. ,. •we,: ~.;s,1:~-1 y PROPOSED 100 YEAR FLOODPLAIN PER LYLE ENG. HYDRAULIC ANAL YSI DA TED MARCH 2010 ✓-·····>.'-., -~""-57.9, \ X _) ... ' / "----------- · s.1 Cf/AIN LINK SAFETY FEN(s, ., ,)0. --~< FOR CONTINUATION SEE SHEET 10 PREPARED BY: PLANNINC ENGINEERING SURVEYING : HUNSAKER & ASSOCIATES SAN DIECO, INC rJ'/07 Waples Street San Diego, Ca 92121 PH(858)558-4500 · FX(858)558-1414 0) 1-- tli :t CJ) ffj CJ) :<: 0 i=: :§ :<: -,,,~l'' ~ ·~'..,_;'V • 6t (~ L· ~ ~ / . .-,, .. ~ i ';a. . --:~~-<::J ·-o· ~ 4,. ~f9~1~ l) ,,'-;:.~? ~' "~-' '; ?!: ~ ,\ !,) :S_1 "# ' {" ,..('.· '"' " ·o•' t1s1:--~ .-~I t~ ,....,. 'f -~ ,);.,, __..-y~ Ii.I.. -~ , --~ i, .,,, 0 .. --~ u:. /'._;~'.{):.: y .. . v• ------/"';f-✓--' 1/' 1/ i l&t,o () ••. · ··•..... 6¥iOVERfl r MINOR SUBDIVISION MS-09-04 SHEET DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA 8 OF 19 R: \08971 ,f.:Pln \Dos Colinas •_ MS 09-04 Senior Site Sht 0B.dwg[}Aug-18-2011: 07: 55 I ' ' ~ 0 ' ~ d ' Ii I I l I il § 2 (j) z C: s: tll m D C lJ ~ 2 (j) 2 C: s: tll m lJ I ' C0 1- lij ~ ttl Cl) <: Q i=::: § <: i=::: <: Q t) ct ~ FORCONTTNUATTONSEESHEET6 ' b MS 09-04/GPA 09-02/ZC op-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 FORCONTTNUATTONSEESHEET7 UNDERGROUND PARKING DETAIL 1"-40' PREPARED BY: PLANNING ENCINEERINC SURVEYING I HUNSAKER & ASSOCIATES SAN DIEGO, INC: 9707 Wap!e-s Street San Diego, Ca 92121 PH(856)558-4500 · FX(858)558-1414 ---- ._ _______ -_ ~ z---:2;-foc:-~. ----- SHEET 9 OF CITY OF CARLSBAD, CALIFORNIA 19 R: \0897\&Pln \Dos Colinas -MS 09-04 Senior Site Sht 09.dwq{)Auq-18-2011:07: 55 ------------------~ ·1 -----,---- ' i ~ I~~ ·i □o !, ~c ii a@ jJ ~ u • P,,, ,, ~z l• z~ •• C i! :§1:I oi l,lo ~i :II 7J ~i Ol [fl ,s:, CJl s: l frjz 2 i 8 ,! I l I I I Ii I I U) ,, I ~ . u i JJ ;n ,, ~B .,, JJ C ii ~ s:] "' JJ 00 "I~ ~I lJ • ~i :t> ;;:1 ~z •• z~ -, r ' ~ ~I ~ fj m~ Q ~ "m a ~ Ii' "' . " ,/~~ a ' ~ Q < ~ CJ I 2 Gl 2 C: s: CJ [fl Cl II i 2 Gl 2 C: s: ~ 0 I 2 Gl 2 C: 3:. III m II 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 ij I "~ 0 ~ mo ~□o ~"c g~~ ·~ ,., :a '" ro '!-< 2 / 1J • li! J> (j) ]I ~z ~ zm 2 ~ c:e :.. ~I C ·• mil ~ :om s:: j gi· I It)~ tll m z :0 I ~ ;;; I I I I l I I I. ij I~~ 0 'JJ 'DO 0 ~ ;;! :n C ~~~ .~ ::tl r rn ~ -rn 7J • 2 s~ J:> (j) ;g ~ 2 !I z ~ 2 !' r ~~I C ,~ [IJ 0 ~~rt, s: z ClJ. ma?: tll J@z m z lJ I ~ l I I Ii 0 lJ § • 2 (j) ~ ~ DJ m lJ I I I I _,,,A€l I '1 \!; ~ SHEET I :a i mg jigc ...ii. 1 0 'ii, el 0 •" gj:OJUJ m.~ • 0 ij > •~z ij m ..., ,zs OF ~re ...... ;i~I ...ii. qi'~~ (0 ' ~; O'.I fl1 m,[Jl ~ 1 9 " I @z 0 m ~ z :ti cj m < ro a sj ' l> R: \08 7\&P!n\Dos Co/fnas -MS 09-04 Senior Site Sht IO.dwq[}Aug-lB-2b11:07:55 0 .,_ 1- tlj ~ tlj (I,) ~ i::: :§ ~ 1--,:: l ~ ~~:LL EA l) PROJEC - RING "A A HYDRAUL UL-10-09 cc: EVAT/ON: .0 @ ELEV. 1j: ?o· Q ,IN: 55.8 ,., 1 u:. C\I .,_ RISER .WAY TOP JRE) MS 09-04/GPA 09-02/ZC09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SDP 09-02/HDP 09-03/HMP 09-02 SHEET 11 OF CITY OF CARLSBAD, CALIFORNIA 19 R: \0897\&Pln \Dos Colinas -MS 09-04 Senior Site Sht Jf.dwg[)Aug-18-201 /: 07: 57 Cf', ~ ~:o~ a e38 H :Oc .• □ C1 ii ~w nm g-< (JI 7J • , !l' J;> :i ~z 1~ e~ ~-E: :c ~~ IJJ D !; m 1J ,-:om i" Ol • . ~;;: 1~z z m m I ~ I I I I I I ! I Cf', ~ ' ~ " ~ In~ -, 1'10 t ;gc ~l m C1 H JJ aj ,., {II u;. ~~ J:> JI ~z :ii 2 rn •• t: ~ ~! s: . ,i Ill ij o; :o ii m!TI ,,, OT :S: l ~z . z ~ 0 • m m SI ► --0 -h -CD Cl ::0 § 2 Ci) 2 C: ~ DJ m :0 ~ ~ 2 Ci) 2 C: s: OJ ~ CJ I 2 Ci) 2 C: s: OJ m 'IJ 0 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 I .I \!) c'l I ~i Cl :0 ~ao § -ejc :::! mD !ii! lJ Cl) g~ 2 ma• ~,. Cil ~ !J z ~~~ 2 0 -z ~:,: C ~ FR □ ~ :ti~ s: zm- '."(JI$ Cll ]~z m z lJ m "' I c:i )> I I I Cl ~ . 2 Cil 2 C ~ Cll m g4 lJ SHEET 12 OF 7----- (\J .,_ J '1 MS 09-04/GPA 09-02/ZC 09-02/RMHP 96-01 (D)/LFMP 15(E)/CUP 09-02/SUP 09-02/SlJP 09-02/HDP 09-03/HMP 09-02 EXISTING 100 YEAR- FLOODPLAIN PER LYLE [NG. HYDRAUUC ANALYSIS DA TED MARCH 2010 MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA !J 61 ! I I I I I \ SHEET 13 OF 19 R: \0897\&Pln \Dos Colin as -MS 09-04 Senior Site Sht 13.dwg[]Aug-18-2011: 07: 58 ' ~ ~ " < Q • I I I --CA) 0 ...... --(0 tJ I 2 (j) 2 C: s ~ :.ti CJ :.ti § 2 (j) 2 C: s OJ m :.ti c:J :.ti § 2 (j) 2 C: ~ fl! :.ti ! m :.ti ) 88.3 >< 69.~j ;( 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 SHEET 14 OF CITY OF CARLSBAD, CALIFORNIA 19 ', a a co ~ a < Q " R: \0897\&Pln\Dos Colirws -MS 09-04 Senior Site Sht 14.dwg[}Aug-18-2011:07:58 • I I I I ~ I ,~i fo igc m~ ~·nm -'.! 1-o • ~p f"z .< m ;1!~ rn~ ,_ :om jm• " I 01 ~ HJ z z m I w ~ I I I I I I I I I'; ~ I ~Ii I Sj el 1d1~ I~! . ~~ j •lz F.m !l ,; a, il ,<; • .I ~Rio !: ~ ji9 i~i z m I '" ~ I ~ ~ 0 ·-11 ~ CD CJ I 2 Ci) 2 C: s DJ m ::ti 0 I ~ 2 C: s:: [IJ m ::ti CJ :c i 2 Ci) 2 C: s:: III m ::ti m ::ti ?ARCEL 4 MS 09-04/GPA 09-02/ZC 0$}-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 APIY 209-060-70 ADJ 00-14 CE 05~42 CO.C . .-//?.007-Q?QC r;7? T✓ ~ -~ -...ID ~ •.J--1.:.:l •P ,', __,_.::..'_ --- EASEMENTS TO REMAIN ADJ 07-24 CE 07-94 C.O.C. #2007-0503111 EASEMENTS TO . BE QUI TCLAIMEO ADJ 00-14 CE 05-42 C.O.C. #2007-0205872 /yo EASEMENT TO REMAIN / / / / ,,'///\ / / ,,,,," ; \ / / / ; ,/// /' . \ ,,.,,. /"y ADJ 05-14 °4,,;, ' C.O.C. u \ #2007~0205888 ' APJV ?09-060-65 \ -\ SHEET 15 r CJ :.0 § 2 Ii) 2 C ~ to m :.0 EXISTING EASEMENTS AND 10D's EXCEPTIONS TO TITLE LISTED BELOW ARE PER PRELIMINARY TITLE REPORT DATED JULY 6, 2009 BY: ARST CHICAGO TITLE COMPANY ORDER NO. 830015755 ALL EASEMENTS SHALL 8£ PROVIDED FOR, REMOVED, QUITCLAIMED OR RELOCATED AS REQUIRED BY THE CITY ENGINEER, PUBLIC UTILITIES ANO THEIR APPROPRIATE DISTRICTS. 6. INTENTIONALLY OMITTED ~ AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 430 AS INSTRUMENT NO. 104290 OF OFFICIAL RECORDS. IN FAvt!R OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. ffi AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED APRIL 19, 1951 IN 4063, PAGE 117 AS INSTRUMENT NO. 142765 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. T 2. AN EASEMENT ANO RIGHT OF WAY FOR ROADWAY ANO PUBLIC UTILITY ANO INCIDENTAL PURPOSES AS RESERVED IN INSTRUMENT RECORDED SEPTEMBER 23, 1963 AS INSTRUMENT NO. 169663 OF OFFICIAL RECORDS, ANO TH£ RIGHT OF OTHERS TO US£ SAID EASEMENT AS CONVEYED OR RESERVED IN VARIOUS OTHER INSTRUMENTS OF RECORD, OVER, UNDER, ALONG ANO ACROSS TH£ EXISTING TRAVELED WAY. 14. 15. 16. TH[ ROUTE OR I QCA TION CANNOT 8E 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 OFACIAL RECORDS. IN FAVOR OF: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT. M AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED MARCH 25, 1975 AS INSTRUMENT NO. 75-067227 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. ~ AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED MARCH 31, 1975 AS INSTRUMENT NO. 75-7/988 OF OFACIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. 2/. 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: TH£ 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 FAWR OF: THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION. 37. INTENTIONALLY OMITTED 38. INTENTIONALLY OMITTED 39. INTENTIONALLY OMITTED ~ 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: TH£ CITY OF CARLSBAD, A MUNICIPAL CORPORATION AFFECTS:. TH£ EASTERLY 51 FEET OF SAID LANO AS SHOWN ANO DESCRIBED IS SAID DOCUMENT. & ABUTTER's RIGHTS OF INGRESS ANO £GRESS TO OR FROM COLLEGE BOULEVARD HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205885 OF OFFICIAL RECORDS. g ABUTTER'S RIGHTS OF INGRESS ANO £GRESS TO OR FROM COLLEGE BOULEVARD HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205886 OF OFFICIAL RECORDS. & 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. NOT£: PORTION OF EASEMENT VACATED BY DOCUMENT RECORDED DECEMBER 24, 2007 AS INSTRUMENT NO. 2007-0790599 ANO ALSO RECORDED FEBRUARY 12, 2008 AS /NSTRUM£NT NO. 2008-071208 OF OFFICIAL RECORDS. 45. INTENTIONALLY OMITTED 55. AN EAS£M£NT FOR POLES, WIRES, PIPES OR SIMILAR UTILITY STRUCTUR£S RECORDED JULY 29, 1936 IN BOOK 541, PAGE 244 AS INSTRUMENT NO. 49122 OF OFFICIAL RECORDS. N FAVOR OF: EDWARD K£LLY, JAMES T. KELLY, ROBERTS. KELLY, £LL£N K. HALL ANO LILLIE KELLY ORTEGA. THE ROUTE OR LOCAVON CANNOT BE DETERMINED FROM THE RECORD ~ AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 430 AS INSTRUMENT NO. 104290 OF OfflCIAL RECORDS. IN FAVOR OF: SAN DIEGO CAS ANO ELECTRIC COMPANY. 8_ AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED APRIL 19, 1951 IN BOOK 4063, PAGE 117 AS INSTRUMENT NO. 50708 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO CAS ANO ELECTRIC COMPANY. 58. AN EASEMENT FOR DRAINAGE PURPOSES RECORDED OCTOBER /, 1958 IN BOOK 7278, PAGE 165 AS INSTRUMENT NO. 161019 OF OFFICIAL RECORDS. IN FAVOR OF: HARRY C. WELSH. AFFECTS: THE EXACT LOCATION AND E;XTENT OF SAID FA'i£MQIT 1$ 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 CAS ANO ELECTRIC COMPANY. AFFECTS: TH£ EXACT IQCAVQN AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD 63. INTENTIONALLY OMITTED £ AN EAS£M£NT 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 ANO 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 SLOP£ EASEMENT PURPOSES RECORDED SEPTEMBER 12, 2001 AS INSTRUMENT NO. 2001-0652680 OF OFACIAL RECORDS. IN FAVOR OF: THE TERRACES AT SUNNY CREEK, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY. 76. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, £GRESS RECORDED JULY 26, 2002 AS INSTRUMENT NO. 2002-0629409 OF OFFICIAL RECORDS. IN FAWR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AFFECTS: THE EXACT l OCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD & AN EASEMENT FOR PUBLIC STREET ANO 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 FORRELINQU/SHMENT 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. NOT£: PORTION OF EASEMENT VACATED BY DOCUMENT RECORDED DECEMBER 24, 2007 AS INSTRUMENT NO. 2007-790599 ANO ALSO RECORDED FEBRUARY 12, 2008 AS INSTRUMENT NO. 2008-071208 OF OFACIAL RECORDS. 80. INTENTIONALLY OMITTED 87. AN EASEMENT FOR POLES, WIRES, PIPES OR SIMILAR UTILITY STRUCTURES ANO INCIDENTAL PURPOSES RECORDED JULY 29, 1936 IN BOOK 541, PAGE 244 OF OFACIAL RECORDS. IN FAVOR OF: EDWARD KELLY, JAMES T. KELLY, ROBERT S. KELLY, ELLEN R. HALL ANO LILL/£ KELLY ORTEGA THE ROUTf QR I OCATION CANNOT 8£ DETERMINED FROM THE RECORD 88. AN EASEMENT FOR POL£ LINES, UNDERGROUND CONDUITS ANO INCIDENTAL PURPOSES RECORDED OCTOBER 3, 1951 IN BOOK 4252, PAGE 595 OF OFACIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. THE ROUTE OR LOCATION CANNOT BE DETERMINED FROM THE RECORD 89, AN EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH TH£ RIGHT OF INGRESS ANO £GRESS ANO INCIDENTAL PURPOSES RECORDED JANUARY 21, 1960 AS INSTRUMENT NO. 12781 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. THE ROUT£ OR LOCATION CANNOT BE DETERMINED FROM TH£ RECORD 90. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND £GRESS R£CORO£D OCTOBER 7, 1971 AS INSTRUMENT NO. 231011 OF OFACIAL RECORDS. IN FAWR OF: SAN DIEGO GAS ANO ELECTRIC COMPANY. AFFECTS: TH£ EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD 91. AN EASEMENT FOR INGRESS ANO EGRESS ANO PUBLIC UTILITIES RECORDED JANUARY 9, 1969 AS INSTRUMENT NO. 4773 OF OFFICIAL RECORDS. IN FAVOR OF: JOSEPH L. CANTARINI ANO LILLIAN G. CANTARIN/, CLINE CANTARINI ANO BANN/NG T. CANTARIN/. £ AN EASEMENT FOR PUBLIC STREET ANO 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 ANO THROUGH TH£ EXISTING, UNIMPROVED ROAD RECORDED MARCH 27, 2007 AS INSTRUMENT NO. 2007-0205893 OF OfflCIAL RECORDS. IN FAVOR OF: BEPTON INVESTMENTS, LLC, AN ARIZONA LIM/TEO LIABILITY COMPANY. 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 PHASED PARCEL MAP EXISTING BOUNDARY & ENCUMBRANCE NOTES AND UNIT PHASING PREPARED BY: HUNSAKER & ASSOCIATES SAN DIEGO, INC. ?LANNING 9707 Waples Street ENGINEEk!NG San Diego, Ca 92121 SURVEYING Pi-!(858)558-4500· 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 Colin as -MS 09-04 Senior Site Sht 16.dwg{)Aug-18-2011: 07: 59 I ' ~ •o ' a < Q e i'I I I Cl :.0 ~ 2 ti) 2 C: s: lXJ m :c .CJ :.0 § 2 ti) 2 c:: ~ ttl m :c C:J' :c § 2 ti) 2 C: 3:: m :.ti ' ' I ' ' '/ I ' ' I I ' I ~I I -I \ \ I I ', -_ J \ 1/r----------=-=--fj'r--=---c...cc---l"Jr I f ,1 / i 1-, I I ' -, J =--- '\ ,,, ,, ' ' !f ,, " \\ I, l 1! 11 I' I/::-100 0 100 200 300 SCALE 1"-100' 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 i \ ' I V \ \ I, \ PROJECT TOTAL PREPARED BY: HUNSAKER & ASSOCIATES SAN OIECO, INC PLANNING 9707 Waple~ Street ENCINEERINC San Diego, Ca 92121 SURVEYING PH(858)5584500 · FX(858)558·1414 -46.0 AC. MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE CITY OF CARLSBAD, CALIFORNIA SHEET 17 OF 19 R: \0897\&Pln\Dos Co!inas -MS 09-04 Senior Site Sht 17.dwg{]Aug-18-2011:08:0l Cl I· :II ~ -2 Gl 2 C: s: ttl m JJ 0 'J'J § 2 Gl 2 C: s: O'J m JJ i g ~ 1 0 ~ ". \! I I I I i i I ! . I I I . I I I I i I I I 281 EMERGENCY FIRE ACCESS (PRIVATE ACCESS FtOUTE} ---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/HMf' 09-02 ' . SUBDIVISION BOUNf ARY LARGE CAR NOTTO SCALE NOTTO SCALE (PER AASHTO 2001, VEHICLE 'P) NOTE: PER FIGURE 404.SF IN THE JULY 2008 CALTRANS 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\&Pln\Dos Cofinos -MS 09-04 Senior Site Shi 18.dwg{]Aug-18-2011:08:01 ' a Q ~ ci < Q ~ CJ :c ~ z GJ z C: s: OJ m :c 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 :,,,:~ -'"')/';/'}1i,;:-1,,\Vt)i;:,\loJ //~ I 11 \ --• ~ i,k>;9B ,., : ,,,,, 'N~i/f; es• '/t' \\ '\ \ ;J-,-"' -"1 -,,,.;✓ t ( I I,, t\' Ill' '( I( 't(il'"" /('"~ ~"'ift/, / ''~ ;rJ/r-;:·:~;)7):~'/~~~\~~i~~W;/~:>~; ··-;;:f};1.~fW?l/~t/JJ~~ '.'~~t;ri(tll/~rl~i!fr1 1:Q;~~,\\;)~1l~liJJ!i~-~~~?ii::~\ u (((½~1ill?1(<~<1 \\~\~~: .. ,\~:\~:M\I1fi~i1~~:\\t~f1\ !jJ~YI: ,1 >:),'.,.,-;;.fa.c;;. ,,, ' I I \ '~ ; )}l'i, -(',}/;,, ,\ ,,,,.\ =,a~' I ~ \ \ 1,.r" ---'' =:.: . ,--I I 1-} ,fl'!; ,(, ,,' .-. ~l,',.\1l1,(t \ f·'J ,''t\ If, \ \ l;,c\'1 \\ \ I\ \ \\:.· -__ :::-_::_---I f', ,{''i . \1 ,,-, \\,l'/11'\c \' \ '\ \\'"\ i;! \ "" \!\ '~1~\':i,~:;;s~ ;::'::,c".,.-<>-,1-d ,iiz[' -,. + + + I --:,,~fityrfl:';,.,;~:;;;;;r~!JJ:~1/f ~iJ~;:,~;~~:~:i~;~~~:~; :\1,~I ((( c~:11) \\;11 --~! "\:~~ "' ~ m !~'!&)~~! I ~~(~1r:;,~~,~1t~tf ~ttiffr/1\i 1i1;Y !'1,llt~tJ~1t \\\~_i\~i~\\i ~1r/11r rll/!;J/,;1 t):fi~/11"!~);:~~\\i~\ ii✓,--"' (<'o/~, _ JI, 1,;,_ Cc ~u /,-, / "' ~a'f:'r L/ ,; ""' \\ ,, '\'" _ 1 r'>,-_,, ?; / ll "~~, ' ,r 11 \\;,\,, },/ 1 ----/_/, ,, ""r ~ ''.\:,o./ ,,~ _l; / I / ' , ,,r;' l1 \ \ \ • \ I I Ii'' /,~/) f ,ljf; ,.,.,/, ~---, ( . 11/11:'11Y' : )'"•::) ✓i;.,,"" -~Jififiti' , .: ~,J;if::;-~ \$ii~~~:~:.~':::'; I\. ~, ~ '4"1~{~z◊_~\~ -"'(: 11/!;Jl;;ff!/J/)J((ifJ',,\\\"'(;., · ;;;11;:✓~~-?(:::;;1~¥2::/J}~'.·t ~1, rttt!J1l:q)))i 1/li~!fii1Pl;!{/:i(111:i( ill,~ iW1(((y~}tilff;/~ --------- 1 141 _.,L 1 ''<!:/-·,,.,,,,,,,/:,, 1.'J'•' /}1'./<. ~, ;:;,-...:' -;,; ----.,,---~ ,4 ':!'(. ...... • ·" "" ·'cl: 111,1/~{!Ji:.,::,., __ , 1 ,,, // /, -'1/~ ---I--t:"''">' i\')\, 1 • 1 11 ,,1//Tij. 1(,;1 11 11'1 1 \ ::.,.;.•,~, 1// ; ' --. -··-··-' -----. ---' 100 □□□□□□□□□□□□□□□□□□□□□□ .-----, _;:f//0 ,/ "',/.r;j1;~71,,. ~,"\1,l:rz1/W,/ ""!, \ 1~ l -'\ IP'' ./'I 11·41 ,,._, "-','"' ~~1 ,'; ,~•',:,,>..'!<:__.,/ ;}!:: \, \ I {II,, II I, 1/,!0?,;_f;-:::.-a,~ .,.s']fi\rt.,...-//fu //'' 11 \\)~i /JI ~-,•---✓-r, 111,, ~j};~~JJ:Jl~~t!/(@;~~~~~~~ &n;,tg~;. £;;~ '''.,/ ~ :~ ~r~tf)/\;l;~;;~l'~g~i¼~~ I ITJ ~1 ~e~;i~~i~~i;, (t~~~\\J\,?~1f i~~,~~:;:~ \1\\1~ 1\l \ !\lf 1(,.1(!~,~,~~},~~~~-Z'(1()f\J:~W.1~\\\k(l!i(~~i~J!( (~~l~~J}}i~ /lr\·:l.~,7f1V1;.->·:::;-::·~~---:-.:.;~~·:_fi \\,,~~ ~ \J~J&(~1~#~?5:r:;;1t1/.'• /~-,~~,;_.'?'. ' ">-·--"' ,;{ t (r;::~1.."~\ ( J-)' ,&J.'""a p'· ,,,,, '""', ..J.:C.o,.,J._ '-;;, g liriaf!r(,! / ;:;~'4 :-~.,. ~~\~~i~ l 1~t\~ •\ \\ ' f 7u' ·--t-,,,,--s· ,,~N--~>>~ \ \, ~"' \:\\ \ 1,, l,\ 1' ,/\ ,)j11,1i(l1:111:\:1r \\\\',~1<~~' ----. --', \>~~~~~~¾ft~:--r\ttt~-l,\11~-~f~~;;;~~;\~;~,~.5-=~ 11,;,..c ,1,, .,.-,~-_ --_,,.,.,_ ,., :---r,.,/,// '/,/,.-'.'>' -/>(--, s, 'L' l} . :(\_~< ~,,, //,\o,,;"''!!!!'!!!'~ .-, , ..,... l(·f, U , , ,, ~"-1,,, ,\ , ' •....._ •£'Ck-------'-'< ,,~---':c;:•\l'},\\ \1 1 1 \ -""-~-,,_~•..;-r' --" _,- 0000000000000000000000000, llllllllll,1 aMIIIIIBIIDllill lllllllllll!lllll1lllllUIIIIIIIIIIIIIII ---, -·-·s,-·~..,_._,•,iAr-··%3/2 , \J~• .... , ___ , • .,, ,, ·':&"""f''V,.. ,.-::.1.,~r· r1r-j /:1 •'"' ,c' r,'(i I .,, ~ ',y";,;:-' 1Jit1> '\' ~-,\ l\ ', \, 111 ,,1,<:._s..---....._:'-"';~ --• ------1'1' ;:.-.---.,..:-.o---'1'--:'~",\,"~---///" ' -lf1~--;~::1?t:;~;::~21~;1tJf,:-P -:3;;x~::0;;J),l~-;:·.{/:,~' / ... ✓<:, ,,u ... 1(~;41~~ 1' ~.\ ~x /~ ,~. It\ ~:c1~ ~ ~ ( c·f.,// -::./~ -g;{ :: ~:(/, r. ~ !3/f/)_'!lr<Z,> if,'~~~'\,, [:r?~~~j : lf WY;:/ rf•~l~~~~-~:-::·,~, \ \ \\ \ \\\\ \ \ )/ :i if ( ~\~~;: ;~; --. -~-----scA ,E;3",;--. • : 1,~ ~-;~--i~:~it~:\;t~~~~'~ ... ·-~~;\\ I\ ---------- ,~" : ,,l["-;rf'''.':::~Jl\i,,';,,• :,,;: ir , ,, 1,P·-i,,1"."'""t'"',.'·1/.T',.,,,<o.(1'l"' ,i) / ,;.c:t\'i J/i,, l 'l:I=,/,' ~r--•-"''·:"'·-·0,'//\l:~c:Hj, .. 7'//J,7,,;Ks'l,'c1',i'1, ',,i7/,1/:ylV\1' ,,, .. ·-.,~:,_:-=,c_c:__,:~:::_.:::_-.:-':"'-':"-'-C:..~C\'c\~0c~-e, '/;':,'L'fl:;·.1"'((,,, ~51~-~$;~ /f~~l;~~~~5c~;;:t*i1:1~ ·J~,;~i : ':!J': (;~~~~~f:~{-~,1g~~,~~ -c'.? .• &;;;~~'Wff~J'A(~ ~::::.:'.,:;;, , _ 1~§:i::i~;{{~::t~:1tf_.✓;_1;;;4lJ~ ~~~1\§:4"·r~~)iJ~t, ,~-9 ~~:~1~1: ~~.:-i;~ I1 , e• ,,"~~ttli 1'., !' ,, ;,~:: .<% • ,t, • "~\wli~~riffi-:~~;~;:;: · t,~, ~~\~~;:x~.~ :.)•,/%~1J~zr ~/0/WJ:1/'1,"! ;i:,I )11! ;:/ r 111,1 ( 1:-:~1.~:~\~i~~~~~1~~~\i?~ _~.,,. 1..--i, ,I',,"-'\ ',I_\~~,,'-:.-'~It,-;_..,;_,,-(f.."'~\::;:,_...~J,,_, b'\-::,>'' J,•) ~' ..o!\ ~\,", v_, 1 1 MJ.Ra/20(!.!, I ,o.. .,, :!J'l._\, -,....-,/-°"' I / 5_1_:_::0 ,1~~~"<',~-'-~~,, ,.,, ,'i:J ,.,~\ ff \ \, 111/-'-, __.,.---::::::.:J,'?,"c..v-,<"-:'>.''c.' ~,--' \\ \\\.--. -..--:::;; \i' ',-\\)'> \ rJ ,~;~ jj~~,!',~ ~ \:"'/~~ ~ ~ \ r-:~\ I 1J l / " \-r "j ~ j:-~ ?~~ x,~:-3,111 ~. r~~-~ \,_~~·~\Jf:t.,t~y'~\,"11 ~~>" \ ;~~; ;1' I ,.. "'2 '}~OLI JI f '9(~~~ "'~ Q; ::~rt~ ' l~ '" :;:;£~ \~ ~~>0\'\i~ ~·---x~-:~ ,,<{(\ ( '¾~~~?~ ;,;,~~~;_; :~ ' ~~/~ ~/ ~~•f\ \\~ \\\:\\,\:\\ \ ~ ~:; ,:=-~ ;~:~~-1~\ 1\:~~~\~\ -\~~\'"~ ~~:~'/}Jj?i:<~ \ \ , .-1,> '" ,--• ,, -j "'-" \ ,-, --if' ----,.,; _.-" ."'r '·' I! ~Sf:, • ,, " q "';j\, ~-' r.,_,/ a, Ci / -o:cs• -'\<--; \ '' '-; "~,://x--, \ " / • , \..'\:\ \\\\:," -----_...---_ ,.,---\ ' •',"''' '-\\, , _ _.. i, • -,~., ~ \ • " '\ ;?-lf q-f ~r ""'' .~,Jr.<¾ ,/ ' • ..-,~ \ ! -~ ~ /f, -r ' J ) \ , / • "' {" , I I ,1 ', • ! / , 1-... '-, j <-"A Ir ">, \ 0-'"\ '\ \'s '\ ½ ' '---'°"'---~-,._,,1 .• I Ii ;(-Z.' I . I \ \ ,,---~ \ \ \'I \ \ \' I ;t(":-~;-.ffi01 ,, ,_, ,\: ,)1' /~,,.,:. ~ ~: d,1'£)._::,-;:•,,::;;•:$:'.~~ "<:/.::~•-:: '.11.::t{•:1;7, ,~~_..,,..--( , /"•;1, ·' ;)r;r" ',b",; •.. ,,~~? f"' ;' ,, ,•• .. , , .. \ ~'i ·"· _,_/{,c; )'l"~'.'.'~c-=1~1~~~3<4:i >(0,i ;, "''.;,I~'~\¾~~ ~t~ ~~~\ '( \ '-:~~'" \~\< ~~>i:??;f:"'-·u~ r 1( !, I\\' l i \ \ 'i 1, \ \ ,' E:'¥\~'.\ \ ,: ,,;;:l)~ \\~ \ r, ¾ v,A,f [ .,._ '." / '" <g 'r V'•, ·--Jt,' '?1••' ,t:,,,((J ·"..'" q ,,, !,-V. a I :: ... ,> .. •" i { . '(,,I ------.-""!!!" -----7' ' \_, '"'~\".:'·✓, \~ \<'~ ,0-, ';k, ; __ "-,-_• -,, ... , ""</ '"' l•\'~1~ I ,,~ I is f'r/J:·.--:,c_ : .. -</ .,,Ji// / ( ( \ ' ::-1, !r/1 I ' ,. _ _, '-\·'I'•, ·, ~:::: liJ)\~ (1\ \~~ :~ :~> ~ ~~~~:, "'~ 01. ,,.,; ' ~D!L ' I? 1,j F\j ii; "' \ 1.,,, 1~il ;,1_£,,~ '/ ( 1 -~"'; ,'r ~ :', ,; '-'l 1-' I ,LI.~,.\ '•~... y lq_; i 1/ f l ✓ ,,.II ,.,, ! ",, ,O,J ,. ,, / • ~· i \100 \'EAR FEM "°'', ', \ ~ , _,,_;?-""c/f;; ;z--:Y":---.:::~y y ~·~ ),) ,:< """-"' ''\~ 1~;:;..:~,»..__ '¾c:,~1 f ' \R ~~ '\ _x;'<;;, ' ._ ~, / ----------. ' f t,1/JI I // \ \_ \ ' --\ "\ '-p -1,,1ti"1i'.~/ '1 '11 1r-"" ~··\ \,, 1Xf i ----[ "'~~/~ M l. y-, ; ) :;': ~icF-:::A'!,/;;-..,~,:~/"-;:/ ,,, r-~ r-;:d <oa .1·' _,: ~,-._ ,, -+-1" -· , I/ ' oo-"YEM~A ... f!. I. ··" ,& '--;;:: .,;~ .=' ( ,"J'' J _1: ~~~r'~Nf' 1991 t(1 ¥ ' , , ;, ~ 7,.% k>!.:=.::..~:~7£~;> "\ I j I 1/l/ff :1/~,,.if{},:'".:~k\1~ ~!!f--::j}-~ \ \, ~ \'',J'~~ ".: __ ·: ----=~ -., I , ;_;, /4 ! / \-, '~'-~ ', ~ ~ ~ ~__:,,\\\ \ \: -~ -"' ,s•~-----,,...."'-> ' //'--·• ✓-~~ ·"'-----; ¾~;-~1:1-----<:.-,__>----'" ¾--'<•''"'/'' J-,~,.c~'""t,~ ,•"" "' ,'" ,, -;-. .ui\ l ,,.,, '\~'"'"''ii"''•r ~-"• ~1;·r-[ ..---(?}\'\\,'Y,;.I Y'_!-, _,,,_;,,,.s;:-'v,'.\,\ •Y1/ ' IJ'I \·--"I'\\'--/,-,-'-">...--~ 11,f'.-~",~,~~'}'.:)~;~l"~,,0;~;;:~:~;~:::,~~~~k~~t,~ -~~~,r:,,;, ),;:}':'1v'' st..141,Z:\ /'\~'fy'} -t· I ,·J _,., . '' i -, Allt/lf;~~u't' \ ·"" \::I,:•'--,;'" '" ,,, rrf ll\:'i, .~~,~~b~i r~I~-' .Jr~=-~,~,~ ,, .. ~\1,~1)),~11t~<✓1 ~'~':;:':~t}½}"\~f°· \~ :1t' ~ .... I, ) ,1:111/(l~\.?r) /))) ,,::'-;;;;~"': . :; 1\/ \ I -,(':;_,,,~/:~-':)} H ) I -'", /' :;,}/ ~ r), I ~ ,&.?,. l':;,j?"/ ~ ~J,h -i. ~-·~ _-::,z,,,":A~;;.;.~!:;z.~-::-:·.:.qjL---"-_E,:~_d: :.~-=. --.:c::c::;=---~_-~::; " .. ~'!If/ -~ ,f:I ,.,____,,,------.,--f .~, '~,_..,-,) ' \~, .J{0'-;--..... -=--: /i;.-~ --if: 1 I ~-=:.~&:~ --~~--~,}'.\:=::.::,7.F'~-vn, ~I '' -t'->Ji,-.... -..,_,. I ,,1/,, /' ,'~\~, ~\\\ \ \ I\ l) 11! I I 1l1I 1 " -. I j ~~.,.;::c;,1;,~<i:~~"{, <, T T r~ ~~\ ·"J:J}';_t:. --,y,;~'{"""J:!. c~:~-=::c~,¥~5!~8,.~~ci~~-""''' ~-E{~,11~~ ,,f's;,• ',e(I \ r' -"c:'·;i '~,~x -½~::.:!:"-, /A< •/,f~~'\--="7~..1:; ~;] It F-7F';"'"'"'~1~\'1' ·\',:::;,a>'_/, -,~,llfjjp1J_\ 'i,)f1 \ ,)1\ 1;~///\ r1,,;i,/ I, --.. 1',,11;~ ,::: r: :1.11. .. , ,.-.. ~ ., _,,.~, , / 11 :l':~, _, '.:rr=h,.,.;}Ms~-.:r-,, -r ·Rr_:, ;:::~?1, ... ·· ,,;-,,, ,,.,~ ~1, 1, t , , .' JJ f ~;-t/~'i;;,~-:~~ :;;_:-~:::, ,,•.:"'5' .-: :;,i;,r..--·A] ~,;;z-'¾" ~~ "1 :~ R;\ 1 ~ 1 • ,:i~"::-: -:::2'(!1.(mJK ~ 1 &;l1ilff 11 , /,•~11 ,1~:11 ( ~--~-- i? '-,o/" i~fE:r{/;{ ,~:~;~f~~1:f '~~!;i~;J~()i.:5=1:\111:,,1 fl(\':;,f;:()(~., ~ i .· ·~;~·: ,tf/6,Ji:Ji;f!~JJ~:t~i)Jl !lf ~~;'lt/ ·~~ ~,;);;tiff qi~~/! i~1W(1i:~:-~~\,1t~=;; "11!, -, .. _,, i ' I F"' • -·"' ( ,,,, ·"' /.. ,"o wf;;; I 1t!\,,,,.,, 'ii~ "' "' ·,·'""" ' ,~;;;,. I ;''1' fll ~ml'=''f.'l(~l~i ,,, ·r, \ , ' .. '('c. {A.Jh• l ,. -, b.;-l! ,_' " .. ,'0/-. ,,f:/ -"11 I/ ,''I\ ' ___ ,:f:!jf!{;)' \ 'c\«'.'C' :C.'c,;:. -I +- 1: , , 1//,' / • \ 11//21/, -1'/" ~ , , ,, ' , \" r , \ .::, -.,.,_ .-, ,;z, " ,,,,_ Ji,~jl,1'· ,. ---,,r;•---~, -I ,, I ,. " "' "'If'\ h • ,_ ~• /JI / ·x--"/ // ! / , !!/; 1 ,Y # J /g , •11-';r -,, . -~ \ 1 -' ' / )'!r~1J'~~d••11":I /P,ff /\, • ~';~,}~'c_i1:0.,c ".-.' ~\-) ,« ( "'• l 0 // P {'5/;(;;; :':::)''.~~~ ~ '->i',~ .~, , ~ 1//,~;, " : ~~f;l " , '~r\ r:: ~'°,if.lii/1~; \-~':;;;:li'::;;~":.f~f\< 71~, \--'__ /f /;'¼ ( -I/// 1/V f'l !'f/J3 ,lfJ ,,,,/, l ' ~ .,.r:' ) '"" ., -~ '!}~/,A .... /,,-7/1!,f-· _J "~ ~1· ' f yr/("~-)· '~ --~~ ~;:_ -'-0<.,:h~c."":"•~,,__ >•<.:) ~ )[ / (DI > "i j 1 ~ 2011(llt: \ '':..< ',~, ,__,,:_.,_, ,,, ~-{ ><•,,1 J ,o-'::,_ ' JL4 ' ! /!" : ~';1!:f:¥:iuJ#'1J1J(,Z1,J/;) j 1;/ ( (.iJ, .. ) I <JI. /~ , /"-Ci .:: ~:¥: .. :, = :~;~! /1 /f(f~~, ~~0 "' '"(:: .. ":..iJ/,,1(),:( (, ~ t~;;~f::f~;;~;Z~~ ,; .. ~ .. , ", J ~~-,__:(~"'' '7 -~,, 111 ih ~::: L1 ~ -J>?:1} ~;. \:;:~\-0 _,,-,:/i1'i:~~::·;; i.:t :;;?.), A ~ ";v/Jf(/l'/J.f d C\,.< , ,,, I (\.;;<,~\ 2'/' •1/:@iW'..$<...:::------,,1,-:,[11_i1...., ,...,.,,, ~W'~\ l "'¥(-~ I ~--! { -PE«"LMEM,. ,.,_, :·.-:q~ i,!1 ~.;-} ~(I'~-~~-c,''\'( ,..,~ ~, \.. / ~r •~_,-;f,;J -t-:::~~ . .;:.,, /F l✓/2, ~lff.'l :; ,,,; 1:~~r --/-r· t\'.b ~~~~ ,-.;fj::::_ ·-~ ~_-_-;,Ji!r \""~,/1 11"-';, I ' A, ~\' ' .,.;, ~_,f\/; { ;~, '"-~~~-· -~ t•-::\" ., ... ~m 11'f~7/lv ~-~--~ ---~1-J~ ,:£\~;_~'-, ' / fl / l ~J¾f/7~" ~F\ t t /rt;~----?,-\ :------...._ ,l?~,~ ~J ~~~ 2' /., /1//[IJf'Jil) l I_L~;-f / /_.> //'? ~~ ;?j=:~~::",, {) ___ ,,V>J(J. rll I~ '[/jf !1\~'~\\ / ,-,, r ,fl l __., '"'",.~.,:, -~> / //..1 '"'-0 PR~1.wf~/--~'<~:_~;"""-io'~~ ( P1~" "° :µ½:,,is'f"'¾:~-:<1·~_t.::-~-~~:.~:.,=d.,,?,:;½:c->rd.::C.t:'):fJ~~:;., ; =2::/(:,:,(, >f ,~ ,( Jo/ ,,fr• 1v'' : ~,),! \ . _./' .-C::a,~ / / ('. -I~~::: '> >~ ', -, ; 1-::'.i {,;, .7t:~:~p1 il\i\1~1\1\1111\'~1"1\ \'.,~~'/,., "" "' -"Z'!fs<~< '., / /J;ft!J•,ff,,,"-J1'i ·i::;.~t~ (;,;,,-;r,;/( rr 'rf 1 1k~¾_";1f:~f'~":;"c 1 "~~~ ~p;~ . -::-,--~ ':~_::,_/<_/\/71:f/}flf '-'V-\ ; /~ --..::::___-~ -.....~n~.--'-'t~§!=.: 1iff-:¾--,, ', '-,\ ""' ·~ / .. )\ lilt >'I, 'l'v_'--::?,.·~" ,.\;\ \1:'-~1\1 IT. 1\ '-'06Ql(JC076/JF' M .<'•' (/; ,·-""-~~t\J / / "-< V Y!!t'°1 ..:_, ....,_ "°<>,f~'iW~.._ :•LiJ/ ~\ ,-_I\ r ( t7-~"'.::~ ~--:::ff ":f0* r :::~~~~~;,;: :~~;~:~//(/§/ ·"i,." p•\,~,, ~j <,\Ch,~~~. ;!{~· ·,\\ \ \, '-\ ·/?1~~:;-_:c., ~•~.-~.~:;;~2;:~~ '.~\\1~\1f,') -Jl~i! i ~1?1 • ',.,~ !i'l r> ~''\' -J/' "--. ~ ((.,--,;,,.,.,~71NG FLOOD WA)(/;~~:(~~~ -~ ' I '>031\~ R}l:1 ,\ \ ~~,\€~~ ---, ~ -~ ;-~ _ _:J: ;J~t~sGr},;/JJ, ..._-...., ;~";,;;c"<o--v_fl, 11,", , ;, ' .,,,' '_.,-,, • .,,_.,,-:..:---,..»-,,,--:; ----1------' \ :/(1'-.. -< I _../t ,) t (\I ')l,h" ) [) I ,-ra " .. , ,,, ' ,e; PfRD1£ENG. ,, ,f too YEARFEJtl~ .... ~-...:;s " cf,'"';!; ''~--. ,1 ____ -::-;.;:_~,---,?,':-;.," ---,~'- -+ 7 T r .. ,.,, \,, ""' ,.,, 11• .. .,,,. ---, ;;\·~'''''"·-~·r ·--"'i,\', \ ',"t-o<. 0·1/ il'.0' ''If'' '.1 l'J' , •. _.,,, /'')' ~~ -~'->'•-'~"---·--/, \y;,\';k~j ... i! \ "0/,/•~;;>(:~-~◊L) :~0 /', ~;;/,,~; ~t:~\\r~i~~'.~}z:J;\,;,1i;•~~-=lZ'\\\1~ \\\ ~\\ \ 1 \ } I l i !/if (Jji~~~~:;J~t?!,(p;,' g~\v=2i-~:~,,_ •" ·"' /t ,'H) / ·! /' rd ~ p 'µ:,,'!·~;\,v:'-' -,, / ,;fv:~ nn;~§{~.::.::~-~:,~-~1~-~~-, 11\,\\~nr•--" t1; ,::-.. ~\t.A:,~'.:'_lf~~, ,~.,;~ir,~-~ _;.\,./ 1 J ''"~~,::::}S~:u.:::\~f1\~\\,\\\\ \l\ \ \ 1 /)8 J 1rrr;~~-1/.-;{:_'=-.~f!..%°-;.f;.tz"',,-O::J~itf-= ~.;,,.-~---~~-C'~J/,"" l i 11 //, ,""'✓ "'f:o~t:~";,,, ":-__ J __ ... / / J<-/~f~; ifooi"'-f'1~z~~:;,:---.-;_/~t--?i~~ . -- 1- ·l-+ + -1- , 'I I u1/;w;~:~~~~ 1:' }~,i?~~~~:c:::-.~~.:t~/ /'1() \ '\\\ \.1 ~\\\\\\\ \,~', -':!/ ')/; .-'/'11 r I I I);!,,, !1/ ('f&9cP □f',,, ~Z}(q;~f/_~..__.ciQ~':~if~~"QJ~1~¼=~~\ ':.:, -J/l/£11,C;}!l!f~U: laib ,.. \ ~-,~?( ;~"-'' t~~ ~ ;;_;,. $~~;-/' (~'" -~,00,~ ~9.J.Liitl~ . .__ :·---;_-:~-.:.; -r,,' t: { \ \· >.,· ;' ';, + 11/1/i!ffffJ;:,~'Qt;~~ ~\ ;:1<>-.. t--~~:/>:~"{/,--?:~,-:_--_.'1 ) \ \ \11c\lt1'i\+\lV',\~; _ ... ,_~~---/l/41~A 11 , \ \ / 1 1(///1l/1~{1t 1\ \ )f ~-o ;./'6~1 ;,~fl /1.J1/f;4l1d--;,:~\2i::=--~~=;;;,~~t;;;fl~:i~:t.~~~ 1!'"-., ✓~ 5TJJ'J.ll ~. ~i-·"· ~, } _,.\:;;/S ,~~1,, 7 -'/ ;10 tl "\::\;,;.-~ ;~;;.Jt~, ,,. '\-::;-\ :XtL >,?: > ·t:~~, 1~ ,: ,:~x~;t,,;' .... :I' , -"· <-;::.-;,-:-::.%.?.!~--."--c-"-'' >c"{ki ,,.•~: ' '1 ',...[✓ ' ---..fy r -~~,~J J 11 ' !\ '\ "'\':,.\ "--._ -;W,¥11 \ ~! I I I/ r " ; 1'1 'It& f ,,.,. ___ -~.I. .... "(-.q;-._ ~ PER LnE t~G.."' Ii' /" ' ('11 /J 0~0, ,-\~',' ..._ -~-'-'-~'!,,;-' ~ I •• .'I: ' '""' • ,.., ~"t~ l' ' ,t .,., " -. ,,/. /·-', ~(~t~:~~~{~\tt~:~~:;:~ :x:t~r-:)~~\_~-1:-,, :~\,;~;\r~,~)1j)1'.,~)':~,\~t ~\\ rt':drfrl \ \ \ '\\ \\ \,~\l_~l _:; ~ ~:.'~~:-~ ~\tj/, ~!? }lY(~~~~ii&i!i:!=-~~1~~r~~~~!:!_~~-,,~i~A(/~~ANA;Jrt,i~~~~,oo J7~,-:}:~, ., t~ ;"' (,~// -~ ! ✓.,f:3 ~('{\~ .:',~~~~S~\\~~~;(' \ /t~ \ • ·:," y; : '~ ?,· ;, ·;: i ~· "~;-~ ~r~,/ ·: .:, ·~. :i_' h" ' .,_ ' ·.1 ~ • '. .' ~- + ,. ,,_ ~. '"'-""~-.,,-~.,•,···"'01'DJ''·"--' 1 -T -•\~/;\ 1,117 /,\i\\\\:'" ·------· ., 'i)/I ,1 ,,.,,;J>_7.,,,.,."="'/f'' ,-,,,, c ,,. ·. fL'.,~IJi'f!!l!l!!f/ii."'"'''G/', ·, /'{;i o· 7 , . .,.,i -·/'0 ,,.,, • 1 1-c:, ,. '\ •' · ... ,__-'l~ft'1\~t~i~~~t\T~::,i:~t:Ji)).\t~;~ \~~~~~:~~~~~I~i .. \) ~J1'11f ,,;,;JJ1(t_,,:;rr -~~® ~~~ .. --.,-, /_:;·½:h}t~i~~~'-:~5-P';®~?r;:: ~./j 1,1 ,~ \ .,:: \~ ,-~\)!i':i~ -~, t-~~t \~# :1:cii1. ~f ::t;: ;,, '1'PR' -EPARED' BY· '('."•''"''"'"""~''"'''·'.I•,,,,,,\. '\c'M!t,z..., \'"-~-' -.,:...,\\\~·'\11(/il, // I I I / -~ /"' "'"'"'"'@".-• ,, fl.,~· 1/,o;EXJS"11G•PROP0SffJ),·-, •• ,,.,. :,;,0',rr·,,t~ .. >i''" \,,a I -·'· ,-·!-~J:)~~t~z?J~\~:),~\':~~"~::;.11t;~_,~~1l~~\,,._''~,+, .. ) "-,, _ _---:,0--_:--··1":~)-\\\ \\\\,\ \ ', i(l;J.,ti<1 /! i~,. + // ,•""+ _./ . {':,"\):·~-::--~oCPQ~)f\~-:'" "'-._o~,A'I,:;: h'lj.' ~W24i?'PLA/~ r:rdL,~' ,,-~~1i;~s-~~ ~/;<~ __ hp I ' "Z;,<"<;,n-,, ''--"',,;,-i:;-'-:-..'-'•\-"'\:' ... .._-, ::--~"'':_,\..'':.«-c '-. <1, ) 1111, ,,i;I"' \.\ , / ~--------;:.,_-"~'•"", ~--;:""~Q-,u·'..:'-1.-.. £)-,.: fr/, ¼ ½ H'YDRAJJUCANALYSJS :,;, .,_'-If"--,__"';,. ~'\~~"-',S,'--'1,!y'~.__ .... -cc.r·v "'-"\~~':t)"~;IL:{ii.::_~\~:~•(::.~~~~~,;,,!~.~,_.-<.,-_," __ ::_:-,_))} /));1 ~///~)Wf',h'fM \; ,,~ ~ ,~ / •'" /-:. ~ _•""' ~., . ~~.__'~,)-~lfr;~:-:~S~/?;t/:'~, .' ,' // , Dlr1W Qf2010 p• ~~!J.. < ~i~~\i~-(~i,;·, '"... ◊: •~~\,~ ma HUNSAKER ";,.;=c,t~ ~'--""-:.:_':S..··;:<~C:."'"1"'.:--.'--}-, h-,',',,",,;0-'':_", __ ---~ 1/// ,,' • ,f'/ l \ ~ ..__ _.;:;;;,--~> " ,,,.~. 't ,",:'..'C:-:::~,::CVS[:}i:;} "' 7•, \ '°'''-~~:..__,,_,•;:>,-,. ._ • ',v-,....._.._ & ASSOCIATES \'\''~''" ~-~," -<,.::.,"" "-.:.:"...~ /~---~/ir)~-:::----::/•,.-· H'] ~ "'" ,,, ,,~':z,.___,,,.,,.'"' ,, """--~-Pl.Al= nRMMAP(!}.,. :::--c~i;~ '\j--' 4 r,,.;l• t:~v:_,, ..... ,-, ~'--..~~"" • aooowAr, •\;z~t1\t}~~~t~;,t"~~~ff'rl,,.,t/J1W1 ::u/ ,_:_~ ., .• 11 .-~~-~\\·\_\_:::•:;r J ;-··(/~~~c), :;-.,,~:7:o_1:~~~,i·~,1r;;~11~~~~~-1~;;;i~~ &rt:i~i<t<1 ~~~~~-< -\~~~f i/ >{;( -~"," -~¾~'Y,.ti \. 1)_1111;----_,,,., # , J .-'-",sr,·"'~t1' ,,.;/}i ,1//'" ,"'a~~.,,._~:_--,~,," 1-;5~uNE"7,'"l\.; ~ "'<iX;c:~ l:J. ~-~ ~~~<~R,., '>;v-7 \ ""' '-~~~<,,,~:_::,~\~~\c "":#li1,:;;;\; "_, --~ .~ ,,, \\ /I /·-'°'21~, .,,-~/ _?rl;,, .... , 1~ll1// tJittr#.1:::~~1Ji'Ei,fi~~t'lJ:f,/2.{,;::;_ ,l'l}};;;/\:.s :C:!!/1t_D:.~~Q...-0~~:s -1-T PLANNING ENGINEERING 5UkVEYING IE G 0, IN C 9707 Waple5 Street San Diego, Ca 92121 Pl-1(858)5584500 · 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) FLOOD WAY LINE PROPOSED (LYLE) MINOR SUBDIVISION MS-09-04 DOS COLINAS SENIOR LIVING SITE I'. Is CITY OF CARLSBAD, CALIFORNIA SHEET 19 OF 19 R: \0897\&Pln\Dos Colinas -MS 09-04 Senior Site Sht 19.dwg{JAug-/8-2011:08:02 I • I I I I I I(! ll I ~ i ,~□ oC tt<~~ I~• i~z zm ;c,' ~2: mD i l:l;i;J m• l 8\ ~ ro ! I m ~ I I I ' ~ • a " , c; ' CJ ]J i z (j) 2 C: ~ llJ m ll Cl D i 2 C) 2 C: ~ llJ m D CJ I. 2 C) 2 C: ~ III 93