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HomeMy WebLinkAboutCT 11-04; QUARRY CREEK MASTER PLAN; Tentative Map ExhibitLEGAL DESCRIPTIONS: A. APN: 167-040-21 (PARCEL A) RfAL PROPfRTY IN Tiff CITY Of CARLSBAD, COUNTY Of SAN 0/fGO, STA 7r OF CAUFORNIA. DfSCR/BfD AS FOi.LOWS: PARCEL A; THAT PORTION OF RANCHO AGUA HEDIONDA, IN Tiff CITY OF CARLS BAD, COUNTY Of SAN DlfGO. STA TE: OF CAUFORNIA. ACCORDING 10 PARTITION MAP NO. 82.J; FILED IN 71/f omcf OF 11/f COUNTY RfCORDfR Of SAN DlfGO COUNIY. NOl/£M8fR 18, 1898, DfSCRIBfD AS FOLLOWS: Bf GINNING AT 11/f NORTl/fASTE:RL Y CORNfR OF LOT • J" OF SAID RANCHO; THfNCf SOIJ1HIIE:Sn:Rf..Y ALONG 11-/f NOR/HIIE:Sn:Rf..Y UNE OF SAID LOT ",I' SOUTH 59· J6' 25• ll£ST 2,149.10 filT RfCORO SOUTH 59• 36' oo• IIE:ST 2,152.00 FITT, MORf OR LESS 10 /HE SOU71ifRt. Y PRIJI..ONGA TION OF /Hf ll£SIERI. Y Ullf OF 11/f LAND DfSCR/BfD IN OEED 10 ROSA MARRON, RfCOR/JfD MAY 1. 190J IN BOOK J24, PAGE 114 OF DffDS. Rf CORDS OF SAN DIEGO COUNTY: 11/ENCf NORTllfRLY ALONG SAID PROLONGATION AND SAID IIE:STE:RL Y Ullf NORTII os· 2J' 20• ll£ST, RECORD NORTH or JS' 00" ll£ST, 1,906.40 filT, 10 AN INTfRSECTION KITII THE: SOIJTHE:RLY Ullf OF LAND DfSCRIBfD IN A DWJ 10 THf STA 7r OF CAUFORNIA FOR fflEE'WA Y PURPOSfs, RE:CORIJfD NOvfMBfR 1.J; 1964 AS F/1.E NO. 208558 OF OFFICIAL RECORDS; THrNCE: ALONG SAID SOUTHfRLY BOUNDARY, NORTH 54· J5' OJ" fAST 61.20 FITT, RECORD NORTII 54' 12' 28" £AST 66.68 FITT; NORTH 62. 19' 49• fAST, RfCORO NORTH 61' 50' 14~ £AST 781.78 filT; NORTH 10• 22' 43• EAST, RE:CORO NORTH 70' 00' 08" EAST, 160.25 FITT; NORTH SJ' J7' JS" EAST, RfCORO NORTH SJ' 15' oo• [AST, 60.91 FITT; NORTH 11· 22' 59• [AST, RfCORO NORTH 11' 00' 24" [AST, 91.21 filT; N/Jl,/TH 69' 05' 01" EAST, RECORD NORTH 68' 42' 28" EAST, 625.00 F'fET; SOUTH 71' Ot' 22• EAST, RECORD SOUTH 71' 2J' sr EAST, 97.79 filT; SOUTH 29' 15' 52" fAST, RfCORO SOUTH 29' J8' 2r [AST, 45.80 FITT; NORTH 89' 44' 27" £AST. RfCORO NORTH 89' 21' 52" £AST. 97.35 Fff:T; NORTII 51' 2J' 56" EAST, RECORD NORTII 51' Ot' 21" EAST, 180.95 FtET; NORTH 79' 55' 20" EAST 17.18 FEET, RfCORD NORTII 79' J2' 45• EAST, 17.12 filT; NORTH 82• 05' 47" fAST, RECORD NORTH 81" 4J' 12" £AST J2.2J FEE:T; NORTII 20' 31' 54• EAST, Rf CORO NORTH 28' 09' 79 £AST, 25. 72 F'fET; NORTH 6J' 40' 35• £AST, RE:CORD NORTH BJ' 18' oo• EAST, 67.81 FEE:T; AND NORTII 84' 42' OJ" £AST 126.8 m:r, RfCORO NORTII 84' 19' 28" £AST 135.48 FEE:T, 10 11/f INTE:RSECTION KITH THE HE:REINBE:FORE: SAID EASn:Rf.. Y UN£ OF LAND CONl£Yf/J 10 SILVESTRE MARRON, SAID POINT OF IN7FRSECTION BEING ALSO FOR Fl£FEfl:fNC£ ALONG A RAO/AL LINE SOUTII 18' 1J' 52" EAST 202.64 filT FROII THE ENGIN£FJl'S STA7ION 196 PLUS 96.Jl P.0.C. CfNTfR UN£ OF 11-/f DEPARTMENT OF PUBUC WORKS 1951 SURl£Y FOR ROA[) )IJ-50-196-0CN-A; Tl/ENC£ SOUTH ot· 19' 47" [AST, 2,06J.50 m:T 70 111£ POINT OF BfGINNING. EXCEPTING THfREFRO/tl THAT PORTION, IF ANY, LYING NOR7/ifRLY OF Tllf SOU7/ifRt.Y Ullf Of LANO DfSCRIBfD IN A FINAL ORDfR OF CON/Jf/,INA TION, RfCORIJfD APRIL 29, 1954 IN BOOK 522.J; PAGE Jl OF OFFICIAL RfCOR[)S. ALSO EXCEPTING THAT PORTION OF LYING WITIIIN THE FOi.LOWiNG DESCRIBED LAN!): COMMENCING AT THE NORTl/ll£ST CORNfR OF RECORD Of SUR.f:Y NO. 9JJ6, Fil.ED IN THf OFFICE OF 11/f COUNTY RfCOROfR OF SAN 0/fGO COUN1Y, MAY t 2, 1983 AS FILE NO. BJOF OFFIC/AL RECORDS; THENC£ NORTH 70' 04' 42" EAST 1,005.6J filT 70 Tl/£ TRUE POINT OF BEGINNING, SAID TRUE POINT OF BEGINNING 9EJNG A POINT ON THf ARC OF A NON-TANGENT 178.00 FOOT RADIUS CURI£, CONCA.f: SOUTl/fASTfRLY A RADIAL Ullf 70 SAID CUR',£ BEARS NORTH 52' 29' «• IIE:ST; THE:NCf ALONG THE ARC Of SAID CUR.f: 101.20 filT 11/ROUGH A CENTRAL ANGIE OF J2' J4' 28"; THENC£ NORTH 70' 04' 42" EAST 170.00 filT 10 A 228.00 FOOT RAOHJS CUR',£, COIICAI£ SOUTHE:RL ~ THENCE ALONG THf ARC Of SAID CUR.f: 87.61 filT THROUGH A CfNTRAL ANGIE OF 22' 00' 59"; TllfNC£ SOUTH 87' 54' 19• £AST JO.J4; 11/ENCf SOUTII 70' 04' 42" \IE'ST J79.4J filT TO THf TRUE POINT OF BEGINNING. B. APN: 167-04()-11 (PAl?CEI. B) PARC8. It ALL Tl/AT PORTION OF RANCHO AGUA /IEJJIONDA. IN THE COUNTY OF SAN DIEGO, STA 1£ OF CAUFORNIA. ACCORDING T[) PA TE:NT It/AP THfRfOF, RECORDED IN BOOK I, PAGE 150 OF PAIENTS. FILED IN 11-/f OFFICE OF 11-/f COUNTY RfCORDfR OF SAN Dl£GO COUNIY. DESCR/8£[) AS FOLLOWS: COIIM£NCING AT CORNfR N0.2 OF SAID RANCHO HEDIONDA; Tl/fNCE SOUTH JO' OJ' llfST ALONG Tl/f il£STE:RL Y UN£ Tl/£RfU; 274. 80 FEIT, MORf OR LESS, TO 11/f CENTE:R Ullf OF THE R£/.OCA7ION Of COUNTY HIGHWAY COMMISSION ROUTI: 14, FRO/ti OCEANSIDE: TO ~TA. ACCORDING 70 It/AP THERfOF'; F/1.£D IN THE OFFICE OF COUNTY SURl£YOR OF SAN DIEGO COUNTY; THfNCE ALONG SAID C£NTfR UN£. AS FOLLOIIS: SOUTII 74' 48' EAST, 531.12 m:T 10 11/f 8E:GINNING OF A CURI£ 70 THE I.EFT, HA'ANG A RADIUS OF 2,000.00 FEE:T; LONG SAID CURI£, THROUGH A CENT/lAL ANGLE OF 8' JB; A DISTANCE OF 2Jl.55 m:T; NON-TANG£NT SOUTH BJ' JI' EAST {DEUJ SOUTH 81· 26' EAS1), 2,J45.90 FfET 10 THE BEGINNING OF A CUR.f: 10 THE I.EFT, HAVING A RADIUS OF 2,000.00 m:r; ALONG SAID CURI£. THROUGH A CENTllAL ANGIE OF 72' 19' A DISTANCE OF 429.93 FEIT; NORTH 84' lrt fAST (DEED NORTH 86' tS £AST) 145.34 filT 70 !Hf BfGINNING OF A CURI£ TO 11-/f LEFT HA'ANG A RADIUS OF 400.00 F'fET; ALONG SAID CURI£. THROUGH A CENT/lAL ANGIE OF 8' JB; A DISTANCE OF 258.19 FITT; NORTH 47' 11' £AST (DffD NORTH 49' 16' EAST) 100.27 filT, MORE OR LESS 10 THE IN7FRSECTION WITH THE IIE:STE:RLY UN£ OF LAN!) DfSCR/BfD IN OEED 10 ROSA MARRON, DATfD DfCE:MBfR t~ 7902 AND RECORDED IN BOOK 324. PAGE 114 OF DfflJ~ THENC£ ALONG SAID \IE'Sn:Rf.. Y IJNf, SOUTH 7' JB' 16" fAST (DffD SOUTH 7 J5' IIE'ST) t,171.22 filT 10 11/f TllUE POINT Of BEGINNING; 11/fNCf CONTINUING SOUTH 7 36' 16" EAST ALONG SAID IIE:STE:RLY UN£. 880.00 FEIT 10 THE: SOU71/1'£57FR1.Y CORNfR Tl/fRE:OF, BfJNG ALSO 71/f SOUTl/fASTE:RLY CDRNfR OF LAND DESCR/BfD IN DEED 10 JOE A. MARRON, DATE:11 APRIL 18, 1918 AND RfCOROED IN BOOK 754. PAGE JOI Of DWJ~ Tl/ENC£ SOUTH 67 ilf'ST, ALONG 11-/f SOUTl-lfRLY Ullf OF SAID LANO. 1,109.40 FEET 10 111£ MOST SOUTI/E:RLY CORNfR TllfREOF; THENC£ NORTH 59' ilf'ST ALONG SAID SOUTH£Rt.Y UNf, 900.09 FEIT 70 THf MOST SOUTHERLY CORNfR OF I.Al/0 DfSCRIBfD IN DWJ TO JJAN /ti. It/ARRON DATfD AUGUST 11, 191J ANO RE:CORO£D IN BOOK 618, PAGE 414 OF DEEDS; THENCE NORTH 16' 07' 10-EAST 890.00 FITT TO AN INTfRSfC"ON WITH A UN£ Kli/CH BfARS SOUTH BJ' J7' 09' IIE:ST FRO/ti THf TRUE POINT OF BEGINNING; Tl/ENCE NORTH BJ' J7' 09• EAST, t,99J.84 filT 10 11-/f 111/JE POINT OF 8£GINNING. F:XCfPTING THEREFROM Tl/It T PORTION LYING WITIIIN Tl/£ FOLLOKING DfSCRIBfD LAND: CO/,/MfNCING AT 71/f NOR71/ll£ST CORNER OF RECORD OF SURl£Y NO. 9JJ6, FIL£D IN TH£ OFFICE OF TI/F: COUNTY RE:COROfR OF SAN DIEGO COUNTY, MAY 12, 19BJ AS FILE NO. 8JOF OFFICIAL RECORDS; Tl/ENCE NORTH 70' 04' 42" fAST t,005.63 FEE:T 10 THE: TRUE POINT OF BfGINNING, SAID 7RfJ£ POINT OF BEGINNING 8£JNG A POINT ON !Hf ARC OF A NON-TANGENT 178.00 FOOT RADIUS CURI£. CONCA',£ SOUTH£ASTfRLY A RADIAL UN£ 70 SAID CUR.f: BEARS NORTH 52' 29' «• ll£ST; Tl/ENCE ALONG 71/f ARC OF SAID CURI£ 101.20 FEIT IT/RO/Jr;// A CENTRAL ANGIE OF J2' J4' 26"; Tl/ENCE NORTH 70' 04' 42" fAST 170.00 FEET 10 A 228.00 FOOT RADIUS CURI£, CONCA 1£ SOUTHE:RL ~ Tl/ENCE ALONG TH£ ARC OF SAID CUR',£ 87.61 m:r. Tl/ROUGH A CENT/lAL ANGIE OF 22· oo' 59; Tl/ENCE SOUTH 87'54' 19• fAST J0.34 filT; TH£NC£ SOUTH 10' 04' 42" llfST J79.4J FITT 10 THE TRUE POINT OF BEGINNING. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR Tl/IS A.LT.A. IS THE CAUFORNIA COORDINA 7r SYST!:AI Of 198.J; ZONE 6, EPOCH t99t.J5 GR/[) BEARING 8£7WfEN G.P.S. STATION 88 (Cl.58-088) AND G.P.S. STATION 87 (CLSB-087) PfR ROS 17271. 1.£, NORTH 7515'00" ll£ST I" QUARRY CREEK MASTER VESTING TENTATIVE MAP ~ ~ MIRACOSTA 1" coum-REVISED LOT NUMBERS g/ OLD LOT I NEW LOT I EL CAMINO COUNTRY CLUB , ~P,-RD.J-E-CT-Sllc~ SEE SHEET 2 FUl IE.TARS ~ VICINITY MAP :'l'o NO SCALE UTILITIES ~ .. "' 1 2 J 4 5 6 7 8 9 10 11 12 . fJ 14 15 16 17 WA TER--------------CARI.SBAD MUNICIPAL WATER DISTRICT SEW£R--------------C/TY OF CARLSBAD STORM DRAIN---------CITY DF CARLSBAD GAS AND ELECTRIC------SAN DIEGO GAS ct fl£CTRIC TELE:PHONE-----------SfJC 7FLEPHONE CAB/.£ T. V.-----------77ME WARNER CAIJLE SCHOOI..-------------CARI.SBAO UN/FIEO SCHOOL DISTRICT SHEET INDEX SHEET I .................................. 7777..£ SHEET SHEET 2 ........................................ STREET SfCllONS AND DETAIL SHEET SHEETS J-8 ................................ VTII PLAN SHEETS SHffT 9 ..................................... STREET 'B' PROFILE SHEET 10 ..................................... TOPOGRAPHIC AND ENCUMBRANCE MAP I 2 J 4 6 7 8 9 10 5 14 IJ 12 11 MASTER PLAN RI R2 RJ R4 Pl P2 PJ P4 P5 052 OSI OS2 OSJ OS2 KEY MAP SCALE: t • =JOO' OTI-IER APPLICATIONS GPA 11-09 MP 10-01 HMP 11-07 HDP 11-04 SUP 11-04 zc 11-04 CT 11-04 [ID ······---------------~----------------------·············· ASSESSOR'S PARCEL NO. 167-040-11 .t 21 PRELIMINARY SOILS REPORT BY: GEOCON INC., DA T£D MARCH 2012 OWNER HANSON AGGR£GA T£ PACIFIC SOU7HYEST. INC. P. 0. BOX 639069 SAN OIEGO, CA. 92163-9069 (858) 577-2770 OFFICE (858) 577-2779 FAX APPLICANT QUARRY CREEK INVESTORS. UC 2750 WOMBLE ROAD SAN DIEGO, CA. 92108 (619) 794-1252 OFFICE (619) J36-JOIO FAX OAT£: S-3"-l:3 BY: • b..,,.,. ~ : ,.,(? DON MITCHELi., /OR VJ>. DAT£: _ __,,5"--·'3=--D_·f=3 __ _ GPA 11-09/ZC 11-04/MP 10-01/SUP 11-04/HMP 11-07/HDP11-04 LEGEND OWNERSHIP BOUNDARY........................................................................................................... _____ _ PROPOSED LOT UNE .............................................................................................................. ------- PROPOSED BRUSH MANAGEMENT ZONE................................. ...... ...................................... ------- PROPOSED TRAH.S ................................................................................................................ . PROPOSED INT£RSEC770N SIGHT DISTANCE ..................................................................... . PROPOSEO EASEMENT .......................................................................................................... . PROPOSED HMP UN£ ........................................................................................................... . -HW-- PROPOSEO 100' YE7tANO fJUFfER ................................................................................. . EXISTING CALTRANS RIGHT-OF-WAY ...................................................................................... ,-,-1 ..,.1-,-1 ..,.1-,-1 '"'1--,-I PROP. 100 YR FI.OOOLJNE ..................................................................................................... . LOT NUMBER .......................................................................................................................... .. 1 EXISTING STREET LJGHT ........................................................................................................ . ~~ ···<> PROPOSED STREET UGHT (PUBLIC). ..................................................................................... . -* g EXISTING CONTOURS ............................................................................................................... . PROPOSED CONTOURS. .......... .... ........ .......... .... ... ........... ........... .... ....... ... .... ....... ... .... ........... ... . ---250 --- PROPOSED CUT SI..OPE (2: 1 MAX.) UNLESS SHOf\H 07HE:RWISE ..................................... ____ '(_ ____ ] ___ _ PROPOSED Fill SLOPE (2:1 MAX.) UNLESS SHOWN OTl-fERYASE. ...................................... ____ t ____ J ___ _ PROPOSED DA YI.JGHT UN£ ......................................................................................... . PROPOSED DISTURBANCE UN£ ............................................................................................. . PROPOSED RETAINING WALL .................................................................................................. . SLOPE GRAOE ..................................................................................................................... . TOP OF WAIL ........................................................................................................................ . FINISH GRAOE EXISllNG CONC. BROW DITCH .......................................................................................... .. PROPOSED CONC. BROW DITCH .......................................................................................... .. PROPOSED SWALE ................................................................................................................ . EXISTING RIPRAP .................................................................................................................. . PROPOSED RIP RAP ................................................................................................................. . PROPOSED PUBUC HEADWAlL .............................................................................................. .. PROPOSED PUBLJC STORM DRAIN RISER ............................................................................. . ⇒ c:::> D 4,r 1W xxx.x FG XXX.X ⇒ c:::> ~ g :_:;> c:::> __ _,. --=1 ---"¾ -- 0=------ EXISTING PUBUC STORM DRAIN .t CLEANOU T OR INLET................................................... = = = = = ~ PROPOSED PUBUC STORM DRAIN ct C/.£ANOUT OR INLET................................................ = ::fil= = = = = = EX/SllNG PR/VA 7£ STORM DRAIN ............................................ ......................... .... ............... = ,,r.. ..... ·. · -.,. == PROPOSED PR/VA 7£ STORM DRAIN........................................................................................ =::==:: ::ec:sn=::= EX/SllNG SEYER MAIN ........................................................................................................ .. PROPOSED S£11£R MAIN/ MANHOLE..................................................................................... -S --o--- PROPOSED RECYCLED WATER MAIN ....................................................................................... ---RW--- EXIS77NG WATER MAIN . ...... .... .... ... .... ....... .. . ....... ... . ... ........... .... .......... ........ ... ....... .... ............ ----W -·--- PROPOSED WA T£R MAIN ........................................................................................................ .. ----w---- EXIS77NG FIRE HYDRANT ..................................................................................................... . ············ ······· { PROPOSEO FIRE HYDRANT ..................................................................................................... . ----I WATER POLISHER ................................................................................................................... . ml HA )?.IAR DR/',£ EX/SllNG PA '-f:MENT ................................................................................ . ~••~~11,111 POSSIBLE ACCESS POINTS ...................................................... : ............................................. . • •• BUS ROUT£ .............................................................................................................................. . GENERAL NOTES 1. EXISllNG GENERAL PLAN DESIGNATION RLM, OS 2. PROPOSED GENERAL PLAN DESIGNA noN RMH, RH, OS: CF R-1, INOUSTRIAL PC J. EXISllNG ZONING 4. PROPOSED ZONING 5. 6. 7. 8. 9. PROPOSED PROJECT IS LOCA T£D IN LOCAL FACIUllE:S MANAGEMENT Pl.AN ZONE 25. TOTAL PRO.ECT BOUNDARY = 155.JB ACRES LOT I = 7.11 AC LOT 5 = 0.64 AC LOT 9 = J.J5 AC LOT 2 = 11.15 AC LOT 6 = 0.87 AC LOT 10 = 2.14 AC LOT J = 6.66 AC LOT 7 = 2.12 AC LOT 11 = 0.14 AC LOT 4 = 18.J9 AC LOT 8 = 1.27 AC LOT 12 = 8.J9 AC LOT 1J = 19.JS AC LOT 14 = 63.28 AC PU/JI.JC ROADS= 70.52 AC TOPOGRAPHY SHOWN ON 7HIS SURVEY IS BASED UPON AN AERIAL SUR',fY BY PROJECT DESIGN CONSUi. TANTS, IN JANUARY. 2006 ANO HANSON QUARRY GRADING IN DW!l 470-SA. All CUT AND Fill SI..OPES ARE TO B£ 2: I MAXIMUM, EXCfPT AS OTH£R'MSE SHOWN ON Pl.AN. GRADING SHOWN HEREON IS PRl1JMINARY ANO IS SUBJECT 10 REVISIONS MADE DURING 7HE FINAL DESIGN PROCESS, IN ACCORDANCE 'MTH £NG/NEERING PWCY NO. JO, ANO APPROVAL FRO/I TH£ CITY ENGINEER ANO CITY PLANNER. 10. All LDT 0/MENSIONS SHOWN ARE: APPROX/MA TE ALL LOTS 10 MEET MINIMUM DIMENSIONS OF ~-~ I 11. EAR7HWORK QUAN7777ES (GEOMETRIC): 525,000,C. Y. cur. 525,000 C. Y. Fill {DISTURBED ACRES: 66.12 AC., 7,94() C. Y./AC.) REMEDIAL GRADING QUANllTIES: 191,000 C. Y. 12. 13. 14. 15. "' 7HE BEARINGS ANO DISTANCES SHOWN YER£ DETERMINE{) FROM A AELD SUR',fY OA TEO JANUARY 2006. PROPOSEO ADT: RH LOT 1: 1J1 DU x 6/DU = 786 ADT RMH LOT 4: 221 DIJ x 8/!)U = 1,768 ADT RH LOT 2: 209 DU x B/DU = 1,672 ADT CF ct PARK ct R/OE • 750 ct 140 ADT RM LOT J: 95 DU x 10/DU = 950 ADT HYDROMOO/FICA TION/NA T£R QUALITY BASINS PROPOSED IN LOTS I, .Z 9 ANO 10 ARE: APPROX/MAT£ ANO SUBJECT TO CHANGE. SEE: RICK ENGINEERING H'l'DROI.IODIFICA noN ANALYSIS. OA T£D OCTOOCR 2012, FOR IIOLUMES ANO OETA/1..S. PERCENT OF SITE 10 8C LANDSCAPED TO B£ DETERMINED OUR/NG SIT£ Pl.AN RE\1Ew. 16. ARE HYDRANT Fl.OW REQUIREMENT IS J,000 GPM. 7HIS PROJECT 'MU B£ SERVED BY JJO PRESSURE ZONE. 17. WATER AVERAGE DAY DEMAND IS 174,200 GPD. MAXIMUM DAY [)£1,1AND IS 287,430 GPO. PEAK HOUR DEMAND IS SOS, 1 B(J GPO. 18. MAXIMUM SEYER GENERAllON ISO.BJ MGO (QUARRY CREEK: O.J8 MGO, ITTS/T£: 0.45 MGO). 19. 7HE TOTAL NUMBER OF LOTS IS 14. LOTS I THRU 4 ARE: RESIDENllAI., LOTS 6, 9 ANO 10 SHA/.L 8£ PUBUC USE, LOTS 6, 8 7HRU 11 SHAU BE HOA LOTS MAINTAINEO BY TH£ HOA, LOT 7 'MU 8£ SOLJJ 10 A COMMUNITY FACILJTY PRO'ADER, LOTS 12 THRU 14 'M/.1. 8£ OPEN SPACE LOTS WITH EASEMENTS TO 8£ DEDfCATEO 10 A CONSERVANCY (HOA llflL 8£ VESTED OWNER). 20. CURRENT USE: VACANT USED FOR ROCK QUARR~ PROPOSED USE: RESIDENTIAL UNITS 21. THE PROPOSED POST-BMP TREATMENT ARE HYDROMOOIFICAllON/NATER QUAUTY BASINS (SEE: SHEETS J 7HRU B) ANO STORA/ FILTERS (UD) (OR THEIR EQUIVALENT). SEE: PRl1JMINARY WATER QUAUTY T£CHNICAL REPORT (DATED MARCH 2012). 22. AREA DRAINS ANO OTHER INLETS SHALL HA VE "NO DUMPING" ST£NC/LS. 23. TRAIL AUGNMENTS SHOf\H ARE APPROX/MAT£ ANO SUBJECT TO REVISIONS OUR/NG SITE PLAN REVIEW. 24. Fl.000 ZONE DESIGNA 770N: AE -. -8 I -~ i .. ,11 § ~ DISTANCES SHO~ HFJIEON AR£ GRID DISTANCES. 70 OBTAIN GROUND LE\IEI. DISTANCfS, MULTIPLY DISTANCfS BY 1/o.999948180. SHEET 11 ................................... CROSS SECTIONS SHEET 12 .................................... PRWMINAR Y VEHICULAR BRIDGE: PLAN 25. DRAINAGE FI.OWS LABELED AS Ou/Vu REPRESENT ULTl/t/A7£ DRAINAGE Fl.OWS PfR Dl!ti470-5A (RECf.AMATIOII GRADING PLAN) .------------------, ANO Fl.OWS LABELED AS Op/Vp REPRESENT Fl.OWS GfNfRATED BY 7H£ PROJECT. APPROVED6~'"t,-o~ BENCHMARK CITY OF CARLSBAO G.P.S STATION NO. 88 (CLSB-088) PER RfCOR[) OF SURl£Y NO. 17271. £LEVA7ION: 317.176 !I.S./.. DATIJ/tl {NG.V.D. 29) SHEET 1J .................................... CONCEPTUAL SECONDARY ACCESS AND BUS ROUT£ EXHIBIT SHEET 14 .................................... BMP EXHIBIT /MAP r:.-? .,~v'ame· P. \:;:468\f-_i'•./GR\_PUWS\TM\2,+68TMOl.rJN'], Dote Snved fast. 5/21/2013 2:56.12 Pll1, Pie/fed Last 5/22/2013 2:36:12 PM DAT£: 5/Ztf /.3 THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO. CC il:9':/ PER CONDITION NO. 6 OF PLANNING COMMISSION RESOLUTION NO. ..6...'i'..~ 1/etN,tf~boN 6,qAi ~fu~RI~ 1M{)J DA 1E REGIS'IRA Tlal DIPIRES 03-Jl-14 S'-2.'l·•'?> llESIGIEI B'f. RJ PII A£'AEII: MW GH SHEET 1 OF 14 - EX. R/W EX. R/W 10' J2' J2' 10' 5• 5' R/W 34.5' 10' 24.5' s· 6' ~-•-►ml LANE 14' FIRE HYDRANT AS SHOWN ON PLANS (TYP.) 69' R/W 34.5' 24.5' 10' 9 14' 6' 4' 6' BIKE LANE lRUCTURAL SECTION .5 vr STREET LIGHT I TO BE DET£RMINED AS SHOWN ON BY SOILS ENGINEER PLANS (TYP.) EX. 4" PCC SWK EX. 5" AC OVER 6" A.B. EX. 4" PCC S OVER 6" BASE PUBLIC EX/817NG MARRON ROAD EX. R/W 60' EX. R/W J2' l 28' 44' 10' 22' 22' 6' 6" TYPE "G" CURB ,t GUTT£R (TYP.) 12' SEHV? WAT£R STREET~' UNDERCUT P£R SOILS ENGINEER'S RECOMM£NDA TION PUBLIC PROPOSED COLLECTOR STREET 1+05.80 -1+4J.80 NOTE: STA. 1+4J.80 TO STA. 4+96.31 -TRANSITIONS FROM 69' ROW TO 60' ROW R/W 60' R/W 10' 5• 5' JO' 6' BIKE LANE 20' 14' FIRE HYDRANT AS SHOWN ON PLANS (TYP.) JO' 20' 14' 6' 4' BIKE LANE ~---,, TRUCTURAL SECTION I TO BE DETERMINED BY SOILS £NG/NEER .5 10' 6' STREET LIGHT AS SHOWN ON PLANS (TYP.) EX. 6" PCC SWK EX. 4• BAS 2:1 EX. ST. LIGHT EX. ST. LIGHT '--5' STABILIZED D. G. TRAIL W/111 6" CONCRETE CURB EDGING PUBLIC EX/ST7NG PLAZA DRIVE 4• NON-CONTIGUOUS P. C. C. SIDEWALK ,, 6" TYP. (SE£ LANDSCAPE PLAN FOR MEANDERING) EX. R/W 8' 2.5' 5.5' ~--=::--1 1 22' RECL WATER 60' EX. R/W 18' 12' 2' VAl?/£S VARIES £X. SW/?. EX. W1R. PUBLIC EXISTING TAMARACK A VENUE 4.5' EX. R/W 56' 10' 18' 18' 5.5' 7' ( EX. SW/?. EX. WlR. EX. R/W 10' 1 5.5' * EX. FIRE HYDRANT EX. 4" PCC SWK PUBLIC EXISTING SIMSBURY COURT 6" TYPE "G" CURB .t GUTT£R (TYP.) 2: 1 12· 12' STORM DRAIN SEWER WA T£R STREET~' UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION PUBLIC PROPOSED COLLECTOR STREET R/W IJ' 5.5' 7.5' 4+96.31 -10+00.00 JO' 6' BIKE LANE 17' 11' FIRE HYDRANT AS SHOWN ON PLANS (TYP.) 60' JO' 1r 11' 6' BIKE LANE STRUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER R/W 6 7' .5 STREET LIGHT AS SHOWN ON PLANS (TYP.) O.S. MAX. 4• NON-CONTIGUOUS ...• P. C. C. SIDEWALK .. 6' STAB/UZED D.G. TRAIL WITH ~t"!x'rw';-;c;,---i------'"\?'v?:'lm?>-' .: 6" CONCRETE CURB EDGING A' 'l/,< 6" TYP. (SE£ LANDSCAPE PLAN FOR 6" TYPE "G" CURB .t GUTT£R (TYP.) 7' SEHER WATER i SECOND STORM DRNN FROM STA. 50+25 TO 5' 52+75 12' 12' STORM DRAIN smEET~' UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION PUBLIC PROPOSED LOCAL STREET R/W JO' 5.5' 4.5' 6' BIK£ LANE 10+00. 00 -56+4J,20 60' JO' 20' 20' 14' 14' 6' 4-' BIKE LANE smucTURAL SECTION TO BE DET£RMINEO BY SOILS ENGINEER .5 10' 6' R/W STREET LIGHT AS SHOWN ON PLANS (TYP.) MEANDERING} CAL TRANS R/W J4' R/W PROJ. BOY. FIRE H'rVRANT AS SHOWN ON PLANS (TYP.) VARIES 77' 11 1J' ,-~~-i.------~,-~~~~=~-i-------►,~-------►, J' MIN.-2o' EXIST. , A\l[M£NT DOST. PAVEMENT PROP. VARIES PKWY. EX. 6" BERM Lorn './.', i' r.-,, ,,, .,,.> '' , ' ' .. 4• NON-CONTIGUOUS P. C. C. SIDEWALi< 2: 1 MAX. 6" TYPE "G" CURB ,t GUTTER (TYP.) PROP. CONC. BROW DITCH STORM DRAIN WATER VARIES 10' RECL WAll:R Q SEHe? I VARIES VARIES STREET 'B' ND£RCUT PER SO/LS ENGINEER'S RECOMMENDATION PUBLIC EXISTING HA YMAR DRIVE 1+00.00 -4+20.00 FRONTING LOT 11 PUBLIC PROPOSED COLLECTOR STREET 1 +00. 00 -8+00. 00 (NORTII OF BRIDGE) f-i:e ~-lo"le P:\:z.:.r:;8\[~JGR\_PLANS\H1\2t..68-MC2.dwg, Doie Saved Lost· 4/24/2013 ·,:14:38 PM, "'lotted Lost 5/22/20·3 2:~-5:53 PM R/W 60' R/W 46 2J' 2J' 6' 17' 11 6' LOT3 1 5' 6' ,,. ,,. 6' 5' 1 BIKE LANE BIKE LANE STRUCTURAL SECTION TO BE DETERMINED PROPOSEO RA/SEO MOUNTABLE MEDIAN PROPOSED 6" CURB PROPOSED RIGHT-OF-WAY STREET •a• GUARD RAIL 4" NON-CONTIGUOUS AC.C. SIDEWALK 6" TYPE "G" CURB .t GUTT£R (TYP.) :WA1l:R I R/W 2:1 ' . <-·, BY SOILS ENGINEER WAT£R SEWER STREET 'B' BRIDGE' 8+00.00 -11+49.36 JO' 20' FIRE HYDRANT AS SHOWN ON Pl.ANS (TYP.) 60' JO' 20' STRUCTURAL SECTION I TO BE DETERMINED BY SOILS ENGINEER 8' "'' . '-' , -RECL. WATER 4• NON-CONTIGUOUS P.C. C. SI/JEWALK 6" TYPE "G" CURB .t GUTT£R (TYP.) STORM DRAIN WATER SEiR 7' J' 15' IJ' STREET 'B' 10' .5 '· . '· 6. TYP. R/W STREET LIGHT AS SHOWN ON PLANS (1YP.} 5' NON-GONTIGUOUS P. C. C. SIDEWALi< (STA. 11+4J.OO -14+42.60} NDERCUT PER SOILS ENGINEER'S RECOMMENDATION PUBLIC PROPOSED COLLECTOR STREET R/W LOTS 4" NON-CONTIGUOUS P. C. C. SIDEWALK 13' 5' 8' 6" TYPE "G" CURB ,t GUTTER (1YP.) 11+49.J6 -14+42.60 (SOUTH OF BRl{)G[) JO' 6' BIKE LAN£ 17' 11' 60' JO' , 1 ,,. 6' BIKE FIRE H 'rVRANT AS SHOWN ON PLANS (TYP.) I LANE STRUCTURAL SECTION TO BE DETERMIN£0 BY SOILS ENGINEER 12' 8' EXIST. 20' PVMT. EX. 36" SWR.--{1-, (' l.' ,, EX. 15" SWR. _r _/(t EX. 21 • SWR. 7_5 , 5, STORM I . ~~Cl. DRAIN WA T£R WATER J'-6' HAYMARDRNE .5 R/W 13' 5' ,· 6" TYP. LOT2 STREET UGHT AS SHOWN ON Pl.ANS (TYP.) UND£RCUT PER SOILS ENGINEER'S RECOMM£NDA TION PUBLIC PROPOSED LOCAL STREET CAL TRANS R/W VARIES 20-34 5+52.01 -11+42.92 (PCR) FRONnNG LOT 2 VARIES 50'-66' J0'-32' VARIES 6' VARIES 11'-16' VARIES 14'-16' 6' .5 J'MIN.-12' BIKE BIKE LANE 1 t EXIST. Al.TRANS FENCE 6" TYPE "G" CURB .t GUTT£R (TYP.) LANE STRUCTURAL SECTION TO BE DETERMINED BY SOILS £NG/NEER (j) WATER EX. 36" SWR.--{-, ('/' ,, (j) EX. 15" SWR. _r ~ RECL EX. 21 • SWR. WA T£R 11' 6'-8' HAYMARDRNE .5 R/W 10' 5.5' STR££T UGHT AS SHOW/'I ON PLANS (TYP.) UND£RCUT PER SOILS ENGINEER'S RECOMMENDATION PUBLIC PROPOSED LOCAL smEET 12+J9.18 {PCR} -18+12.43 · r;. C: --Lij ----~~ --~ - ~ ' PROPOSED l PROPOSED RAISED MEDIAN ~ ~ 6" CURB PROPOSED • RIGHT-OF-WAY ~ I 60' 1111 LOTS 11' ,,. I!: J'. 11 11 J' Cl) SJREt::7 'B' ROUND ABOUT DETAIL NOTE: SCALE: 1"=40' GEOMETRIC DESIGN AND PEDESTRIAN RAMP LOCATIONS SHOW/'I ABO\IE' ARE CONCEPTUAL FOR T£NTA 711£ MAP PURPOSES. FURTHER REFINEMENT OF GEOMETRIC DESIGN DURING FINAL £NG/NEERING MAY 11£ REQUIRED. GUE MARRON ROAD WESTERLY TERMINUS DETAIL SCALE: 1"=40' 62' JI' J1' 26.5' 26.5' GUE 4.5' 5.5' 6' 8' 11' 6' 5.5' 4.5' 4• CONTIGUOUS P.C,C. SIDEWALK 6" TYPE "G" CURB ,t GUTTER (1YP.) BIKE LANE STORM DRNN !MEDIA BIKE I I LANE STRUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER PVT. DRIVEWAY 'C' 1+45.78 -1+89.00 NOTE: STA. 1+89.00 TO STA. J+00.21 -TRANSJnONS FRO/J 6J' ROW TO 55' ROlt' 4.5' 6" TYPE "G" CURB ,t GUTT£R (TYP.) 5.5' 54' 21 21 22.5' 22.5' 6' 11' 11' I 6' BIi([ BIKE LANE LANE smucTURAL SECTION TO BE Df.7£RMINED BY SOILS ENGINEER STORM DRNN PVT. DRIVEWAY 'C' 3+00.21 -7+21.72 GUE 5.5' 4.5' 5' CONTIGUOUS P.C.C. SIDEWALK UNDERCUT PER SOILS ENGINEER'S RECOMMENOA TION I --~ ~ ~ --I I 1 ! rl i -"' -J. cl. --<:> - ~ ~ ~ ~ ~ c!i c!i c!i c!i c!i --iii 8 ~ I .. J. ,11 ~ --c§ ~ ~ ~ c§ ~ SHEET 2 OF 14 ' 1 I i I I . SEE SHEET 4 F:e ls_o,y,e· F \2.C-68\[NGR\_PLANS\TM\L468-M03.dwq, Dote Saved _ost: 5/6/2D'J 1·51:01 PM, rlutted last 5/22/2D13 2·37·50 Pill. . ' .. GRA?/1/Ct,i 5C,41 ~ • SCAJE ·,, = iil . . . ),. <II SHEET 3 OF 14 SEE SHEET 3 X 108.2 ...c. 0 -l filt 1\Jame: P: \2J.68\£NGR\ __ P1 .. 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SCA/j" SC,lLE: I = 60 .. s, ~ iii 1 0 ______ _,, SHEET 6 OF 14 ) -~ilE Sarne: P: \246B\[!vGR\_pL,ANS\TM\24f8TM07.awg, Dare Sm•ed Lost: 5/7/20!3 3·38:JB PM, Plotted ;_as/ 5/22/2013 2·40:49 r'M Cultlvcted GRAl'HiCAf. SCA(£ SCA1E 1• =. 60 \ ' -l -. 8 I "' !;j I .. el, ·" ~ --~ SHEET 7 OF 14 --------------------------------------------------~-----------------------------------------------,------·- SEE SHEET 4 0 ,,.,.--- ~J>.'i ~·"" ,;,, d- • X 325 -X323. ~ ·-.~~~ """"-U>! X3e3~,/ X341,5 l, \ • 0, •M~ I ~ -~U-"+-11~ \ ~~") N.-l>'-h1 _...,,,,, ~ tt ~--~ . ! \' : -~-r-7X37f xi ( i \:i V t •1.1 · -----=~~- 1r" ~~ X 45,2 '&-. -~ ~~. :?i&: :···-1.c--,-t--k----,~Vfo -~~~ .. :\ X 342 B / r" l!I• -1--tl -U I I , 1 .l-~H-l Ir N ~u·1--,L11 File Nome: P: \245'1\Ff.JGR\_P~ANS\ TM\2468TMD'J.dwg, Delea Sc1w:o· Lost: 5/2C/207J J: 18. J9 PM, P/ot!ed Lusl 5/22/2013 2: 41: 5.3 PM ~ --b 8 I !':; ~ .. cl. ,11 § --~ ~ ~: SHEET 8 OF 14 ;] 0 ,; a 0 .~ --"' ~ &: c;; ~ ll ~ ~ --~ '" ~ ·~ 00 .. % Q ~ b Q " g, ' ~ ,. ~ -~ ,) '$ b C: "" "" ~ "' h "' ~ [ ,. Q " ~ " ~-b C: '" ~ !'? ~ ;,, (0 Cl) 0 :I: ,,m ..... -I ~ l ~ @ E9 ~ C/) ~ ;rj ~ Dl ~ Iii ,i----t g: •• ~ Oj :-i ...... l :-0 °t:Xj ~ r...:: n, OESIGNED BY: ~ tlij ~~ ; =a ~ ~ ~ I 12&00 I -·-r 0 112.4 127.00 126.35 ~, 110.9 I I 1~«) - 120.5 ~ I ,1li1a I I 107.7 t I 10B.6 I 8 716.57 .. -·+------+ 115.8 \" I 12,.5 I I 8 112.15 109.7 '""'" I I i g ;..,,.,-r 11.7 '7 .. ~ l'rn,n 106.72 102.J 1o5:8i 105.19 " 101.6 .,_ D 104.67 D 104.JJ 102.0 "foIT6 104.15 ~~ g 70,..JZ 90.4 ~ I 1,.0 I I e: ,~ I 74.0 ~I 1~ I I I <> 74.Q ~ I 86.4 I I I 8 107.JZ 105.0 ~l 11iil I I IQ;;,Z ~ I 10,.0 I I I 8 11o.58 106.4 ~, 106.9 I I I 11/IM I I l I I 107,Z. .L ,.,, "' RJ D,l, 7E:: 12-21-11 DR/,.11,N BY: RJ SCAL£: PRO.ECT ENGR. MW JOB NO. 2468.00 BY:¾ M ·-& IMTfD :~•it.•1~ h, dQ 6 ttO-\\ ..L'J ~ ·r-·---:S -~ "' ;., v , ..... , .. ---r-·-____ ,.__ i ;:; .,, -lTT--··· ·~ C ;s ··I·-· .. -· ... -.•.• I ·--t---+---+···---,-~--~----L--. -----1---,-,-¥ Ii I // l-✓7~c'.'.:...--j---·-.(__J t----+---~ IMS:7+50 / / /NCE: 127.00 ·;r···•···- \ j II : :~~~ _I I 1-----r-.. '\ ' t ', ........... ·-+-----j----1---..... -t-- ii,j ,1 ✓ --t----t--~---+---+----l--___ -,,..-✓---------I1"~,-II i I _,___ -+-----l-----l..... ......... _ ...... _--t-------l---+----1----, //// /4f I <'[// // . ------ .; ~ I I •I IQ~~--;t!:,!-t- !O ill +·--->-----•.,1.. ... ----4--I '~__Ll , --J---b,' _ __J_I --~---'-+..._I-,-i----1------1--- sEWm I l l ' ' ' ', 1.£ 89.2 OUT · '-, ---+----l--• .. --,.£···"9.4--lN·-···· ·,--· ..... • I --. ' ' , __ \ I \ i f~ ~ ··• ' ~ ... 1 I i ~ I ~ !!L .. ==~--1:-,----1---------a ::;o o- :&. I 1: I/ I J 11 !// BICS:6'00 INC£: 107.74 / I q , I 66 fEWER I I I ; ;,. ~~~ .. !~!?!~Jo 1 1 7; • '·".:'~ ' ' r I f\i /' I i r • :::r' ~ ~ I I j ___ __;_ __ -f~-\ ' ilj ~ ;t ~ :;co " II i/ ,.I i .. t I . I ~2~~ i I \ I I _J.-__ I SEWER lE~9L_7_0UT 1.£ 91.3 IN I ---____ .- ·---r = _J I I I , I . I "i"' I EK:5: B+ool Ii 7f -. I ~ . j\ ---· ' =17 ; l I I ii ,"f-✓ I I I I i _I \ I I \ I ' I I I I L • I I . I I I I I I I I I .,... ','--_J ----- :Ii !'> II \1l - I ' I I l I I f\l ., ,! a, ~ • i..; \~\1 ~~ 0;;1 mn-+\h ' .. i • \ \ -.- 7 I I . I I c-....... I I I I I I ·1------+--------j . ~.i . J t ! \ I I I I I\ I I I I I I I --., - . -t □ i ' I-I----I I ..... I 'rrORM DRAIN \ \ I .E. 90.0 ~ . ' ---i---i 1-- I I l .:I , •Ii I El/{) ~ 717 i M STA • 12+1/0 p;J Fl£V ~ 10ip2 I I I ~I~ l£~k · ri-,~~~--+---t--t--t-7--T L£ 93;6-~;--;:-n~ ;;;;;;~/ ~== ~ i--+-t--r-r l.. 7 L--~-+-i--t-1---,~ ,t----l I~~ \\1 I I I I SEWER --::,::__~t\f I \ I I /.£ 101.5 , t , .. . 1.£ 101.7 IN I . I , Al \ , I I I ! \ 2:; "' ~ 8 ~ ~ ~ C, C "' " REVISIONS -- I ~ ;::: ~ t) n I\) C) C) :t • CJ p ~ ~ "5:'Ji II ·n ~ r ..... :::-1 c:~ • • .g8 :::)-■·-r--r-- ~ a :::0 DATE: 10-21-11 V DATE: 12-21-11 DAT£: 0►26-12 DA7E:: 1D-05-12 DATE: 12-17-12 PROJECT DESIGN CONSULTANTS Planning 1 ~-IEngiMering I Su,vey 701 8 S-, Suilla li00 San Diego, CA 92101 619.Zio.6471 Toi 619.234.~ Fax QUARRY CREEK VESTING TENTATIVE MAP CT 11--,-04 ... PROJECT REPORT PREPARED BY: FIRST AMERICAN TITLE COMPANY ORDER (;. 3146604 (06) DA TED: OCTOBER 7 AND 13, 2011 ITEMS (;. 1-5, 13, 18-19 AND 24-26 ARE NOT DEFINED LOCATIONS AND ARE NOT PLOffiD ITEMS ft-6, 7, 8, 10, 14, 15, 17 AND 22 ARE DEFINED AND ARE PLOffiD ITEMS (;. 9, 11, 12, 16, 20 AND 23 WERE DELETED EASEMENTS/ENCUMBRANCES PR ITEM NO. DESCRIPTION 0 AN £ASF:MENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSF:S, RECORDED JUNE 19, 1928 IN 800K 1496, PAG£ 100 OF DEEDS. IN FAVOR OF: TIIE COUNTY OF SAN DIEGO AFFECTS: PARCf/. A AN EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES, RECORl)[D NOV£MBER 25, 1931 IN BOOK 56, PAG£ 255 OF OFRCIAL RECORDS. IN FAVOR OF: Tl/£ COUNTY OF SAN D/£GO AFFECTS: PARCEL A AN EASEMENT FOR EITIIER OR BOT/I POL£ LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES, RECORDED MAY 11, 1949 IN BOOK 3200, PAGE: 449 OF OFRCIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ElECTRIC COMPANY AFFECTS: PAl?CEL A AN £ASEMENT FOR SEYEI? PIPE UN£ AND INCIDENTAL PUl?POSES, /?£CORDED APRIL 20, 1961 AS INSTRUMENT NO. 68841 OF OFRCIAL RfCORDS. IN FAVOR OF: Tl/£ CITY OF OCEANSIDE AFFECTS: PARCf/. A AN EASEMENT FOR EITl/£R OR BOT/I POI.£ LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES, RECORDED MARCH JI, 1966 AS INSTRUMENT NO. 54146 OF OFFICIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY AFFECTS: PARCf/. A AN EASEMENT FOR EITIIER OR 80111 POlE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOS£S, RECORDED JUNE 29, 1967 AS INSTRUMENT NO. 94628 OF OFRCIAL RECORDS. IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY AFFECTS: PARCEi. A AN £ASEMENT FOR LANDSCAPE AND ORA/NAG£ MAINTENANCE AND FOR SLOPE STAB/LIZA noN, INCLUDING BUT NOT LIMITED TO £ROS/ON CONTROL AND INCIDENTAL PURPOS£5, RfCORDED MARCH 7, 1986 AS INSTRUMENT NO. 86-090570 OF OFRCIAL RECORDS. IN FAVOR OF: TREETOPS UNUM/TED, A JOINT VENTURE AFFECTS: PARCELS A AND 8 Tl/£ TERMS AND PROVISIONS CONTAINED IN TI/E DOCUM£NT ENUll.ED "G/?ANT OF PERPETUAL St.OP£ £AS£M£NT ANO TEMPORARY CONSTRUCUON £ASEMENT" RECORDED .LINE 2.3; 2003 AS INSTRUMENT NO. 2003-0739971 OF OFRCIAL RECORDS. _r;;e Name· f": \2468\FNGR\_PLANS\ TM \2468TM10.dwg, Cole Saved Lost: 5/20/201.3 J.· 26· J4 PM, Piolfed I rJsl 5/22/2013 2. 13. 04 PM STA TIJS OF EASEMENT EASEMENT TO BE VACATED ON FINAL MAP AND l?EDEDICA TED AS RIGHT-OF-WAY £ASEMENT TO 8£ VACA TED ON FINAL MAP AND REDEDICATED AS RIGHT-OF-WAY £ASEMENT TO 8£ QUITCLAIMED £AS£MENT TO REMAIN EASEMENT TO BE QUITCLAJMED £ASEM£NT TO BE QUITCLAIMED £AS£MENT TO REMNN £ASEMENT TO REMAIN TOPOGRAPHIC AND ENCUMBRANCE MAP UN£ TABlE UN£ lENGT/1 LI 66.6' l2 160.2' LJ 60.8' L4 91.J' LS 98.0' L6 46.2' Ll 97.J' LB 180.9' L9 17. 1' J2.5' LIi 24.9' l12 67.8' L1J 126.7' 8£ARING N54'46'26"£ N70'J6'15"£ N53'52'54"£ N11'J7'15"E N71'07'J6"W N28'32'25"W N89'56'JO"£ N51 '35'46"£ N80'07'10"£ N8271'J4"E N28'20'57"£ N63'50'07"E N84 '51 '40"E PORUONS IN EXCESS OF TIIE REQUIRED RIGHT-OF-WAY FOR /-IA YMAR ORI\/£ SHALL BE CONVElf:D TO PROPERTY OM/ER VIA SfPARATE ACUON. CITY OF CARt..SBAD PROPERTY RIGHT-OF-WAY TO BE OED/CA TED BY Tl/£ CITY. PORnONS IN EXCESS OF Tl/£ REQUIRED RIGHT-OF-WAY SHALL REMAIN CITY PROPERTY. N El? !vf .5 59 7 ,,,,.,=- .,..-,:--•-,.:.:.~''"' . _,.,;--~'-. 1 . c-;;. ~~ JI~ _,,.,,, • ,L ' __ , ' . . . -, ' ~ l::i:;_ ~ \_', t:i.'P¼P'"'t-I ,. r_! ., i ~\: ., .ld..!..W.2.:!l.f-;;'¼;;,,M°f;,"r: "", "";~A,!ri~•~t!~~~~,1;:. -ill!-~~~ --..--- ,._ I 1 ' /J, . ~ ----I I -~ ~ ~ -- ~ ~ ~ ~ "' "' --~ i ~ ~ ~ ~ ~ ~ ,!. -.t. - ~ ~ . . ). [?I SHEET 10 OF 14 0 ---i 0 -0 --I '1 0 --t. ,L LOT2 PROPOSED FINISHED GRADE [ EXISTING GROUND BOTTOM OF BASIN .,__ ,,.,_, -------__ ,., - PROPOSED REDWOOD HEADER 8.0D' mAIL SECTION A-A (SHEET 3) NOT TO SCALE HMP -OPEN SPACE LOT14 O.S. LOT VIEW FENCE 1 oo· BIO BUFFER HMP ~ I i ls LOT12 i :::; PROPOSED FINISHED GRADE EXISTING BROW DfTGH TO REMAIN~ TEMPORARY ENVIRONMENTAL FENCE EXISTING GROUND -b""-- EXISTING GROUND\ ------____ -- _ ------~=5DGRAD£ 3t ci <>' El "' STREET 'A" I 0: PROPOSED FINISHED GRAD£ ---------- --- PROPOSED FINISHED GRADE\ i,' SECTION C-C {SHEET 6) NOT TO SCALE 111 6.00' !,I PROPOSED mAIL ~ ll:s REDWOOD H&IDER TEMPORARY ~1i PROPOSED ENVIRONMENTAL FINISHED GRADE FENCE 10.00' SEIBACK EXISTING GROUND -------- SECTION E-E (SHEET 6) NOT TO SCALE F;1,, /l!"Jme· P; \24-68\[NGR\ __ Pi...t.iVS\TM\246BH,il! dwg, Dale Saw-d L'Js/: 5/9/2013 10:21:00 liM, Pio/lea las/ 5/22/2'J1J 2·4J.J-:J ?It LOT9 _ ...___ -..._ (EXISTING GROUND ------------------------ - --7::'.:r LOT6 HOA LOT PARK-N-RIDE PROPOSED FINISHED GRADE LOT3 EXISTING GROUND PROPOSED 4' RUNNING WALL EXISTING GROUND\ PROPOSED FINISHED GRAD£ \ i -_ EXISTING 1 ()' KEYSTONE RUNNING WALL TO REMAIN, FILL TO BE Pl.ACED UP AGAINST EXISTING RETAINING WALL AND 4' T(} BE EXPOSED. EX15nNG GROUND SECTION 8-8 {SHEET 4) SECTION D-D {SHEET 3) NOT TO SCALE NOT TO SCALE -..._ ....__ /EX1snNG GROUND ------------~ --------------- PROPOSED FINISHED GRADE ------- ~ PROPOSED 4' MISSION 1-.------t SPUT FACE RETAINING WALL .. SHEET 11 OF 14 --.,,..... BB-----.... 51 ' -0" ---------------== -I '~,_.. I . '.' . ' 1' ==============~~=3 .. ~~,~-=.=,=,~_~==~=~~~ II II -, I __j 8+00 11 \\ ..... 11 II r-Abut 1 -- 1 _ Approx OG along ~=~ right edge of deck 11 11 Top ot·sIope 11 II 9+00 Pier 2 Toe of SI ope.,.......,....,....,-4-._ 287'-6" (Measured Olbng "STREET 811 Line) 174'-0" 1 50'± No Work Zone . . ' ' . . . ' '''' . ' . ' . ---------------------.. ---. . .. ------. ------- WSE ELEVAT .. ION 1"=20' 1 50'± No Work Zone 0 ;- (!) ..:,:::. > Q) 10+00 _-,---Optional sre1ewalk / OverJook.s, Typ /4 (I) O·L cu (l) :J ro ' 8+00 9+00 10+00 _,;-..... -. r'-',· 11-rr II 11 .. II U .·• •· Pier 3 ll+0O Top of Slope Toe of s lope · 11 +00 ·. EB 0 l I R/W. I .. v·~ "STREET B" R/W 30 '.-'-Q'.' 30'-0" I ... , /:··. ·. 'II 23 '"'.0 23' -Oil . • ·• 5'.c O" ·st-o•· . , ..... . ·1· . ·. II 12 "-0 · ·~· .----"-...v;....,¥-c---'-~aL-__c...._.,_~_.,___._,,r-'----'--+----1.,,...1_-'-, ---~ PC/PS r- . . Concrete Bulb-Tee Girder FG~ . . -------------~--------~------------- Steel Pi les, rJ--~---~~---------~----------~i, I I Ln--,r--rr--n--,r--rr--n--,r--rr--nJ Typ N· 11 . I l 11 11 . 11 11 11 11 j I . . II ·. II II II II JI II II 11 II. II l II II JI .11 II II II II II II II II 11 II II II II II II l.i 11 II ll 11 11 II II II II II II II II II 1.1 11 II II 1''==10' . .. ... UTILITIES G) -Dry Util ifies ® · -12" Water (2nd Ii ne if needed) @-6" Reclaimed Water · © 1211 Sewer in 18" casing . ~·· CIT'{ OF OCEANSIDE J147 L_U ENGINEERING □EPARTM.ENr ~ ~P;L:;:AN:;:;S;:::;;FO~R_=:=::::::::::::=::::::::::::::::::::::::=='.....::::=:::::~ QUARRY CREEK BRIDGE PLAN _c•.,.1 ... v_A_P_.P_R_Qv_E_b_i_C_HA_N_G_E_s_· ,...... .............. ..,__.., BENCH MARK• DESCRIPTION APPROVED BY . DATE NO. . PLANNING STUDY I 1"=20' . T■v■LININTERNATIONAL . 404 CAMINO DEL RIO SOUTH, SUITE JOO, SAN DIEGO, CA, 92108 (619) 692-1920 www.tylin·.com . .. '• rile f.Jc,me: P: \2468\i:.NG'1'\_PlANS\ iM \24CBIM12 dwg, Dole Saved L:J;;!: 5/21/2013 3: 18: 23 PM, Plotted Last 5/22/201] 2· 44: 09 FM RECORO .fR□M, ~'""-'""-~--'--'-.----,.----,-.-,--........,--~----'---~ ELEV,--'-'--'------'--'---'-'-----'--"',,. DATUl,ti -----'--'-'--~--'- ENGINE·ER Of . •·,• .. ,-_.- APPROVED CITY ENOIN££R I WORK CHECKc.11 __ DRAWN BY . R,C,E. APPROVAL PH[ _,,,., ..... , .. Q ')J ~ ----I -:l ..t:: / t 5/6/20/J 2. 46: JJ l"'M, . ', o\•"GR\ PlANS\:"M\2468TMIJ.dwg, Dair Sm-f.n _as: P. 1,c46c ,~•• ,~ . I /.20'3 2 4&· 'iJ PM p10ued lost 5 22 ' · · - NOTE: EXACT LOCATION OF RJTURE UTILITY AND ACCESS LOCATIONS TO BE DETERMINED IN SITE PLANNING PHASE PROP. R/W PROP. CURB 'llSTREET A • PROP. CURB PROP. R/W DETAIL: MID-BLOC_K ,CROSSINGS SCALE: 1 =40 CONCEPTUAL SECONDARY ACCESS AND BUS ROUTE EXHIBIT 320 GRAPHICAL~ SCALE: 1• ~ 160 • • -8 ,. -I -I .. .. ~ rt. -~ f!:! !: ~ ~ SHEET 13 OF 14 ---~ uJ ~ -_. ' • r: .. i {)ate Saved L ast. 5/21/2013 i2·J8· rs PM, ?lolled Lr.d 5/?J/20 ,-JJ2·'1'5·J8.D/J R-7512-B1 OR DETAIL Of MECHAN EQUIVALENT CLOGGING o:sORIM TO PREI/ENT FICES BMP EXHIBIT /MAP ~APHICA} SCAlE Al£: I = 160' • :,.: ~ ~ ~ i5 l;I • I .. ,._ CQ SHEET 14 O.F 14 ---l 0 ~-+-