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HomeMy WebLinkAboutCD 14-04; ROBERTSON RANCH PA 17; Consistency Determination.. RECREATION SUMMARY PA '.5 UNITS SF/IJN!T REQ'o REQ'[) REC (SF) REC PROVIOEO ON-SITE' REQ'o 75% ACTIVE ACTIVE PROVIOEO' ACT/1/E NEEOEO AT PA 19' 15 I 78 100 7,800 7,800 5,850 6,647 - 16 2 85 200 17.000 21320 12750 12698 52 17 J 109 200 21,800 19,616 16,350 9,095 1,255 18 4 110 200 22.000 10,009 16,500 10,009 6,491 21 84 200 16,800 10,360 12.600 10.360 2.240 TOTAL FOR RESIOENTAL ,f66 N/A 85,400 69,105 64,050 ,fB,809 16,038 19 (5) N/A N/A 43,560 68,185 TOTAL FOR MASTER PLAN 128,960 IJ?,950 (I) RECREATION AREAS PROVIOEO ON-SITE, SOP 06-04 (2) LOTS 307 & 308 PA /9 AREA PROV/OED LESS MP-REQU/REO AREA 68,185 (43,560) (17,lJJ) -o,7ffT (J) LOTS 305 & 306 (4) LOT 309 (5) LOT 6 OF CT 02-16 LESS RESIOENTIAL-REQUIRED AREA SURPLUS ACTII/E REC. AREA PA 19 /0/AL SURPLUS REC. AREA 5,790 'EXCLUOES SLOPES OVER 57. ~ PURPOSE I PIPELINE EASEMENTS OF RECORD EASEMENTS PER PREUMINARY TITLE REPORT BY RRST AMERICAN TITLE INSURANCE C(}l,IPANY, NO. 2386895 (OQ}. OATED 02-27-01 OWNER DOCUMENT C.IJ. WO. BK I 796/PC 142 O.R. REC. DATE 7-//-/9JO DISPOSITION IDU/TCLAIM PER PR 06-78 2 PR/VA TE ROAD TARRY BK 6740/PG 102 O.R. 9-10-/957 TO REMAIN 3 PRIVATE ROAD LIDO LAND CO. BK 7016/PG 536 O.R. 4-1-1958 TO REMAIN 4 PIPELINES C.IJ. WO. FILE NO. /8S2 O.R. 1-4-/963 TO REMAIN 5 ROAD CARL SB AO DOC. 2003-/4/4299 11-25-2003 TO REMAIN 6 ORA/NACE CARLSBAD DOC. 200J-/4/4301 1/-25-2003 TO REMAIN '/YATER QUALITY REQUIRED TREATMENT CONTROL BMP TABLE MAINTENANCE MAINTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT FREQUENCY FILTER STORM ORA/N INLET BASKE!S HOA CC&RS Jc BMP YEARLY W/ HYOROBARBON ABSORPTION MAINTENANCE AGREEMENT 810 RURA TION 1/EGETA TEO SWALE HOA CC&RS Jc BMP YEARLY GENERAL NOTES ASSESSOR'S PARCEL No's. . TOTAL ACRES. . . . . . . . . . . . EXISTING ZONING . UNOERL 'r/NG ZONE PER ROBERTSON RANCH /J.P. . PROPOSED ZONING . . . . . . EXISTING GENERAL PLAN OESIGNA TION . PROPOSED GENERAL PLAN OES/CNA T/ON . RESIOENTIAL LOTS_ . . RECREATION AREA LOIS. HOA LOTS . OPEN SPACE LOTS. TOTAL LOIS. DENSITY. . UNOEVfLOPABLE AREA. AO!. . ... SCHOOL 0/STR!CT . WATER 0/STR!CT. SEWER 0/STRICT. SEWER OEMANO . Alt'RAGE WATER OEMANO. PEAK WATER OEMANO (FIRE}. POTABLE WATER PRESSURE ZONE. EARii/WORK. TOPOCRAPIIIC SOURCE. ©2013 O'Day Consultants, Inc. P.A. 20 LOT 7 MAP 15608 168-370-1 Tl/RU 28, INCL; 168-370-49 Tl/RU 66, INCL; 168-Jl0-77 Tl/RU 81, INCL; /68-Jll-/ Tl/RU JI, INCL; 168-J72-12 THRU 28, INCL; 168-J70-5J Tl/RU 62. INCL; . 28.22 AC. . P-C (PLANNED COMM(JNITY} . RD-M . NO Cf/ANGE . RM . ND CHANCE . 109 . 2 (LOTS 305 Jc 306} . 9 (LOfS 3/3, 316-320. 322, 326 Jc 327} .0 . 120 . 4.4 OU/ACRE . N/A . 1,090 AOT (109 UNlfS x /0 AO(/ UNIT} . CARLSBAD UNIFIED SCHOOL 0/SfRICT . CARLSBAD MUNICIPAL WATER DISTRICT . CITY OF CARLSBAD . 23,980 CPO (109 OU} = .024 MGO I EDU = 220 CPO . 59,950 CPO (109 UNITS X 550 GPO/IJNIT} . 1500 CPM . I/CL 255 · (SEE CRAOINC ANALYSIS} . c.r 01-26 G: \011014\PA17\ConsistDeterrri\CD 28\119JCD0:-rev_82.dwg Apr 21, 2014 2: JJprn Xrefs: 1193CD--rev_B; 0114EJGRD-REV; 01143SJR; 01148MAP; 0114fP-G; 0114AMA?; 0114GS1f MAIN TE NANCE AGREEMENT PARKING SUMMARY REQUIRED PROPOSED RECREATION REC.REA TION'" RESIDENT VISITOR AREA RESIDENT' VISITOR" AREA (§ARACE2 {_ON-STREET2 (?A-192 218 28 2 218 181 7 (6 PS ·f I HC) 'PO ORO/NANCE REQUIRES A TWO CAR GARAGE PER SINGLE FAMILY OWELLINC. " PO ORO/NANCE REQUIRES 0.25 VISITOR PARK/NC SPACES FOR PROJECTS OF II UNI rs OR MORE. "' PO ORDINANCE REQUIRES I SPACE FOR EACH 15 UNITS LOCATED MORE THAN /, 000 FEET A WA Y. UNIT TYPE SUMMARY PLAN 1 (ONE SfORY} PLAN IX (BONUS ONE STORY} PLAN 2 (TWO STORY} PLAN J (TWO STORY} PLAN 4 (TWO STORY} II (10.1%} 18 (16.5%) JI (28.4%) 28 (25.7%} 21 (19.3%} GRAJJING ANALYSIS CUT: FILL: N/A ( N/A s CRAOEO l'IITH C. T. 04-26 FLOOD ZONE .DESIGNATION CITY OF CARLSBAD FIRM MAP No. 06073 C 0768F Jc 0768F OA TEO JUNE 19, 1997 ZONE X -AREAS OU fS/0£ THE 500 YEAR FLOOD PLAIN ANO ZONE AE -BASE FLOOD ELEVATIONS DETERMINED LEGAL .DESCRIPTION LOT NUMBERS I THROUGH 4J INCLUSIVE; LOTS 64 Tl/ROUGH 99 INCLUSIVE; LOTS 100 Tl/ROUGH 116 INCLUS/1/E; LOTS 141 Tf/ROUCII 159 INCLUS/1/E; LOTS 190 THROUGH 194 INCLUSIVE; PER MAP NO. 15682. F/L[O IN THE OFFICE OF Tl/£ COUNTY RECORDER OF SAN DIEGO COUNTY AS FILE N0.2008-0192971 ON APRIL II, 2008. LOT SIZE SUMMARY SEE SHEET 2 ' ' ' , . ' , --- JI// [)[)85 ·C - /' . -----. , ?JI// 17985 C'JlRL BBJ!D SHEET I OF 6 SHEETS P. U.D. 06-13(B) M.P. 02-03(])) C.D. 14-04 MASTER PLAN AMENDMENT FOR ROBERTSON RANCH EAST VILLAGE PLANNING AREA 17 LEGEND SUBOIVISION BOUNOAR Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED LOI LINE .............................. . LOT NUMBER ................................... UNI/ IYPE PROPOSED PAO ELEVATION. . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST/NC CONTOURS . . ...... . EXIST/NC WATER MAIN . . . . . . . . . . . . . . . . . . . . . . EXISTING BLOW-OFF VAL 1/E. EXIST/NC MANUAL AIR RELEASE VAL 1/E . . .......... . EXIST/NC SEWER MAIN & A.fl. .................. . EXIST/NC SEWER FORCE MAIN Jc A.H. ................... . EXIST/NC STORM DRAIN ............................ . EXIST/NC FIRE f!YORANT ........................... . EX/Sf/NC SIREET LICH/ ........ . PROPOSED I/ANO/CAP RAMP . . . . PROPOSED OR/I/EWA Y APPROACH. @ 126.7 ---------260 -~------ --:,,i/ --- --~.,:,, __ ----l>---_s;_ l>--FM--- -so--- -~ ~---3:j OR ·JI- ~ j l KEY MAP o· 100' 400' JJ ... , .~ SCALE: /" = 400' OWNER/DEVELOPER BROOKFIELO ROBERTSON PAil, LLC A DELAWARE LIM/TEO LIABILITY COMPANY P. 0. BOX 85104 SAN 0/EGO. CA. 92186-5104 (619) 194-1252 8 Y: BROOKFIELO on MAR BUILOERS, INC. lfS-MANAGER BY: _.G£/ j) fl,/..-----OA fE.· urr;, /fS: j?r,:ii-=.c..[ ("'. '-'·"c.ss,..e.\ ,) ·....) S/;1,,/ IL/ ' / NOT ro SCALE PACIFIC OCEAN CIVIL ENGINEER/LAND SURVEYOR • O'oA Y CONSUL TAN fS, INC. 2710 LOKER A 1/ENUE i'tf'ST, SUITE 100 CARLSBAD, CA. 92010 (160) 931-7700 CONSISTENCY DETERMINATION EXHIBIT - t'_\ _ jOR PROJECT NO. C.0. 14-04 '&L_~ Date S-~/ Oun Neu. ('ity Planner RECOMMENDED BY: {:(,.;,. A...-·-:-~·----- DATE:_§L.to L201L/ NO. 55381 200' 800' SCALE: 1" = 400' SITE L.c;ri L .. l I CITY OF VISTA ROA U ·-, CITY OF ENCINITAS VICINITY MAP NO SCALE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE f',f'll MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENCINEER'S STATION ,f54-f92 PER R.S 1800-I PROPOSED CONCRETE CROSS-GUTTER ................... . EX/Sf/NC SOUNOWALL ............................. . PROPOSED SPLIT FACE/OECORA f/Vf RETAINING WALL ... CRAOEO SLOPES (2: 1 MAX) ... W/OA YL/Cf!T UN( CRAOEO SWALE. . ........... . PROPOSED WATER MAIN . . ........................ . PROPOSED FIRE f/YORANT .......................... . PROPOSED SEWER MAIN & A.H. . . ................... . PROPOSED S /ORM DRAIN Jc C. 0. . . . . . . . . . . . . . . . . PROPOSED CURB INLET . PROPOSED STREET LICHT ..... REAR YARO RECREA T/ON AREA MP-150(11} SECTION V/11(8)(2)(}) (15'x15' FOR SINGLE-STORY & MOOIF/£0 SINGLE-STORY,· 18'xl8' FOR !WO-STORY) f/OUSE I'll ff/ ENHANCED. . . . . . . . . . . . . . . SIDE ELEVATION OA TE OF REVISION: APR. 21, 20U OA TE OF REVISION: MAR. 21, 20/,f OAT£ OF REVISION: MAR. 26, 20/J OA TE OF REVISION: MAR. I, 20/J OA TE OF REVISION: FEB. 12. 20/J ---w---- -I ---fr--0---G- ,-, I I L_.J OA TE OF REVISION: JAN. 23, 201 J OA TE OF REVISION: OEC. /,f, 2012 OA TE OF REVISION: NOV. /,f, 2011 OAT£ OF REVISION: SEP. JO, 2011 OA TE OF REVISION: SEP. 10, 2008 ROBERTSON RANCH PA-17 OA TE OF REVISION: MAY 6, 2008 OA TE OF REVISION: OEC. I 2. 2007 OA TE OF REVISION: OCT. 15, 2007 OAT£ OF PREPARATION: AUG. 20, 2007 c~~, s 2710 Loker Ave. West Civil Engineering SH££T I OF 6 SH££TS DESIGNED BY: K.H., T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.M. SCALE: AS SHOWN PROJECT MGR: T.C. JOB NO.: 01-1014 ENGINEER OF WORK RECORD FROM: COUNTY BENCH LEI/ELS (NO. COUNTY 1/ERl CONTROi. DATA) Suite 100 Corl~bod, Colifornio 92010 760-931-7700 Planning Processing ----~~ DATE: S/$'/t Sur.eying /t-:...._ --4<-ELEVATION: 68.479 DATUM: U.SC. Jc C.S Fox: 760-931-6680 OOoyConsultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 I\ I i FRONT POLICY LOT AREA PAD AREA PAD YARD 442 LOT II (SF) (SF} PLAN 1 COVERAGE SETBACK II, II~ 1/611 1 6241 5743 IXAR 43.4% 15.5' X X 2 6132 6132 4CR' 37.7% 10.0' X X J 7068 7068 2BR• 27.6% I!. o' X X X 4 5529 5529 4AR' 41.8% 10.0' X X 5 5084 5084 JCR• 43.5% 11.0' X X 6 5532 5532 !BR 45.0% 15.5' X X 7 5520 5520 JCR• 40.1% 10.2' X X 8 5215 5215 4AR' 44.3% 10.0' X X 9 5118 5118 28' 38.2% 11.0' X X X 10 5000 5000 2AR 43.4% 11.0' X X X 11 5000 5000 JBR' 44.3% 11.0' X X 12 5000 5000 IXCR 49.8% 15.5' X X 13 5429 5429 4BR' 42.5% 10.0' X X 14 5569 5569 JAR 44.6% 10.0' X X 15 5497 5497 !BR 45.3% 14.5' X X 16 5621 5621 4CR' 41.1% 10.8' X X 17 5001 5001 2AR 43.4% 11.0' X X X 18 5000 5000 JCR' 44.3% 11.0' X X 19 5177 5177 IXB 48.1% 15.5' X X 20 6308 6308 JCR 39.4% 11.0' X X 21 6049 6049 !BR 41.2% 15.2' X X 22 5783 5783 4C' 44.9% 10.1' X X 23 5000 5000 2AR 43.4% 11.0' X X X 24 5300 5015 38' 44.1% 11.0' X X 25 7986 7656 2C 28.3% 14.8' X X X 26 8133 6547 2BR JJ.1% 10.0' X X X 27 7306 5105 IXCR 48.8% 15.5' X X 28 7119 5037 JAR' 44.0% 11.0' X X 29 7179 5168 IXBR 48.2% 15.5' X X JO 7127 5322 4AR• 43.4% 10.0' X X JI 7013 5547 2BR 39.1% 11.0' X X X 32 1740 7086 !AR 35.1% 21.1' X X JJ 5823 5402 4CR• 42.1% 18.7' X X 34 5511 4973 2A 43.6% 12.4' X X X 35 8988 5637 2CR 38.5% 11.0' X X X 36 6889 5088 IXBR 48.9% 15.5' X X 37 7003 5284 4AR' 43.7% 10.0' X X 38 8752 6422 !CR 38.8% 15.6' X X 39 86/J 6447 JAR 38.5% 11.1' X X 40 6913 5559 4BR' 41.5% 15.0' X X 41 6766 5525 !CR 45.1% 15.5' X X TOTAL 29 22 41 NOTES 1. "R" /NO/CA TES REVERSED FLOOR PLAN •,• !NO/CATES 2nd STORY DECK NOT AllOltfO 2. ':\'" !NO/CATES MEETS "POLICY 44 DESIGN GUIDELINES" (SEE OERNITION BELOW) OERN!TION POLICY 44 DESIGN GUIDELINE NO. 12 FOR A !€RACE SIDE YARD SETBACK POLICY 44 DESIGN GUIDELINE NO. 15 FOR FRONT PORCHES POLICY 44 DESIGN GUIDELINE NO. 16 FOR FRONT ENTRIES POL/CY 44 SUMMARY NO. OF UNITS THAT GUIDELINE MEET CU/OLINE No.12 80 UNITS No.15 60 UNITS No.16 109 UNITS t109 UNITS TOTAL BU/LO/NC COVERAGE PLAN 1 = 2,490 SF PLAN IX= 2,490 SF PLAN 2 = 2,110 SF PLAN 2' = 1,954 SF PLAN J = 2,484 SF PLAN J' = 2,214 SF PLAN 4 = 2,599 SF PLAN 4' = 2,309 SF % OF TOTAL UN/TSt 73% 55% 100% A !€RACE FRONT YARD SETBACK = 12.5' ©2013 O'Day Consultants, Inc. G: \011014\PAl 7\Consistoeterm\CD 2B\1193CD02-rev_B2.dwg Apr 21. 2014 2: 33pm Xrefs: 119JCD-rev_B PLANNING AREA 17 LOT AREA PAD AREA PAD LOT II (SF) (SF) PLAN COVERAGE 42 6601 5463 4A' 42.3% 43 6694 5506 JC' 40.2% 64 5000 5000 2AR 43.4% 65 5000 5000 IXB 49.8% 66 5000 5000 2C 43.4% 67 5000 5000 JB' 44.3% 68 6709 6709 2A 32.3% 69 5000 5000 JC' 44.3% 70 6858 6201 2A 35.0% 71 6102 5001 38' 44.3% 72 6022 5357 !AR 46.5% 73 5302 5302 2CR 36.9% 74 5000 5000 JA' 44.3% 75 5382 5382 !XC 46.3% 76 5834 5834 28 JJ.5% 77 5016 5016 IA 49.6% 78 5431 5102 JB' 43.4% 79 5638 5150 4C' 44.8% 80 5508 5120 JB' 43.2% 81 5508 5120 2C 38.2% 82 5964 5418 4A' 42.6% 83 5924 5517 IXB 45.1% 84 5256 5256 2BR 37.2% 85 5786 5786 4AR' 44.9% 86 6378 6378 IXCR 39.0% 87 7391 6420 2AR JJ.8% 88 9522 7295 JC 34.1% 100 6518 6046 IC 41.2% IOI 5576 5223 IXB 47.7% 102 5616 5353 2A 40.5% !OJ 5546 5403 JB' 41.0% 104 5474 5433 4C' 42.5% 105 5400 5400 JCR' 41.0% 106 5259 5259 48' 43.9% 107 5100 5100 IXA 48.8% 108 5198 5198 2CR 41.7% 109 8031 8031 4BR 32.4% 110 5126 5126 JCR• 43.2% 111 5000 5000 28 43.4% 112 5000 5000 IA 49.8% 113 5000 5000 2C 43.4% FRONT POLICY YARD 442 LOT AREA PAD AREA SETBACK ii, #I. #lc LOT II (SF} (SF) PLAN 1 10.0' X X 114 5000 5000 IXC 11.0' X X 115 5000 5000 JB' 11.0' X X X 116 5258 5258 2AR 15.5' X X 141 7552 5735 IXB 11.0' X X X 142 6463 5242 4CR' 11.0' X X 143 6428 5085 2BR 10.0' X X X 144 6393 5015 JAR' 11.2' X X 145 6358 5192 4CR' Jl.9' X X X 146 6324 5051 IXBR 10.8' X X 147 5967 5000 2C 15.J' X X 148 5906 5000 JA' 16.J' X X X 149 6247 5196 IXCR 11.0' X X 150 5931 5150 28 15.6' X X !51 6169 6169 IXBR 11.J' X X X 152 5155 5155 JCR• 15.5' X X 153 5070 5070 JBR' 11.0' X X 154 5000 5000 2A 10.0' X X 155 5000 5000 18 11.0' X X 156 5000 5000 2C 11.0' X X X 157 5000 5000 38' 10.0' X X 158 5000 5000 IXC 18.1' X X 159 5252 5252 2BR 11.0' X X X 190 6673 5002 JA' 10.0' X X 191 6186 5143 4BR' 15.5' X X 192 6249 5049 2CR 11.0' X X X 193 6312 5210 4BR' 18.2' X X 194 1190 5119 JBR' 22.4' X X 305'" 0.92 AC 15.5' X X 306'" 13,495 SF 11.0' X X X JIJ" 1664 SF 11.0' X X 316" 620 SF 10.0' X X 317" JOJO SF 11.0' X X 318" 32,720 SF 10.0' X X 319" 10.217 SF 15.5' X X 320" 848 SF 11.0' X X X 322" 1469 SF 10.J X X 326" 1517 SF 11.0' X X 321" 4007 SF 11.0' X X X 15.5' X X 11.0' X X X TOTAL JI 23 41 "H.O.A. LOTS ... RECREATIONAL AREA LOTS FRONT POLICY PAD YARD 442 COVERAGE SETBACK fl~ /II: lie 49.8% 15.5' X X 44.3% 11.0' X X 41.4% 11.0' X X X 43.4% 15.5' X X 44.1% 10.0' X X 42.1% 11.0' X X X 43.6% 11.0' X X 44.5% 10.0' X X 49.3% 15.5' X X 43.4% 11.0' X X X 44.3% 11.0' X X 47.9% 15.5' X X 37.1% IJ.8' X X X 40.4% 15.4' X X 42.9% 10.0' X X 43.1% 15.0' X X 43.4% 11.0' X X X 49.8% 15.5' X X 43.4% 11.0' X X X 44.3% 11.0' X X 49.8% !5.5' X X 41.3% 11.0' X X X 44.3% 11.0' X X 44.9% 10.0' X X 43.0% 11.0' X X X 44.3% 10.0' X X 43.3% 11.0' X X TOTAL 20 15 21 NO. 55361 BENCHMARK: DESCRIPTION: STANDARD 1.1-10 STREET CENTERl/NE ~LL MONUMENT LOCATION: CENTERl!NE OF EL CAI.I/NO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800--1 RECORD FROM: COUNTY BENCH lE~lS {NO. COUNTY ~RT. CONTROi. DATA) ELEVATION: 68. -179 DA TUl,I: U.S. C. &-G.S. DA TE OF REl1SION: APR. 21, 20U DA TE OF REl1SION: I.IAR. 21, 20U DATE OF REl1SION: I.IAR. 26, 2013 DA TE OF REl1SION: I.IAR. 1, 2013 DA TE OF REl1S/ON: FEB. 12, 2013 DATE OF REl1S/ON: JAN. 23, 2013 DA TE OF REl1SION: DEC. 14, 2012 DA TE OF REl1S/ON: NOV. /,I, 2011 DA TE OF REl1SION: SEP. JO, 2011 DA TE OF REl1SION: SEP. 10, 2008 DA TE OF REl1SION: I.IA Y 6, 2008 DA TE OF REl1SION: DEC. 12, 2007 DA TE OF REl1SION: OCT. 15, 2007 DA TE OF PREPARATION: AUG. 20, 2007 c~~, SHEET 2 OF 6 SHEETS P. U.D. 06-13(B) M.P. 02-03(D) C.D. 14-04 ROBERTSON RANCH PA-17 SHEET 2 OF 6 SHEETS DESIGNED BY: K.H., T.C. DATE: AUG. 2007 DRAWN BY: J.S .• G.M. SCALE: t-s SHOWN PROJECT MGR.· T.C. JOB NO.: 01-1014 s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK Suite 100 Planning -~Cb< Car!::sbod, California 92010 Proce::s::sing DATE: _./_,p't:... 760-931-7700 Sur.eying Fax: 760-931-8680 ODayCan,u!tanl:!.com TIMOTHY 0. CARROLL. JR. RCE: 55381 11 ,, !'' i I , I 2~, PROPOSED 6', J· SOUND WALL )' : <-/ "4>--. 29.5' JO' SfORM ORAIN ~-.--+--· EASEMENT LINE 10. 75'(TYP) OVER ,. ~ VARIES 102'-118' VARIES (51'-54') VARIES (5/'-64') LOfS /, 2 & 5 __ __. 1 OF er 02-16 PROPOSED ,1• 0.75'- VARIES OVER LO r 8 MEANOER/Nc·-----.!,--_., NOTE./ EXIST. 6" TYPE PCC SIDEWALK 6" fYPE •c• CURB & CUTTER o.5· I 'C' CURB & CUTTER REMOVE EXIST. /0'1AC 0/TCfl PAVEMENT f'IIOENINC 'ER owe 4JJ-6 (TYP.) ~ ,a·. ~" o/;~ /·~6~-1~9-· -1r..._"../?s ~ "~~Ph RW oW -4' EXIST. 5• AC PAVEMENT OVER AGGREGATE BASE EXISTING CANNON ROAD {REACH 3) STA. 150+24. 18 TO STA. 164+40. 1J 4' RCP TRAmc INDEX= 8.5 ,. ,. ~ ~ VARIES 102'-!12' 5!' VARIES (5!'-6!'} /0' J2' VA YES VARIES J2'-52' /0' 8' 4' (B'-t9') 5.5' PROPOSEO 6' 0. C. TRAIL 9' SOUND WALL 2' f-EXIST. MEDIAN HAROSCAPE/ , I _ 2:r I O!_ I 2:r I .2!. I "" \~\J' ~,-J-._;f'--,,;r:.:~..,-.:..,~'7~~.~)"),i,f'-'-lc~~f' ~ ~+ \· VARIES (_ E= ~. rtPE '8-1' ( ". EXIST/NC 6' rtPE 'C' 0.5' 1.1£0/AN CURB EXIST/NC PCC SIDEWALK CURB & CUTTER (T'rP.) EXIST/NC 5' AC PA 'IEMENT O'IER AGGREGATE BASE EXIST. 5' AC PA 'IEMENT O'IER ACCREGA TE BASE EXISTING COLLEGE BLVD. {REACH B,) (PER owe 4JJ-6} /J' STA. 10J+J4. 72 TO STA. !!6+25.J9 17' TRAmc INDEX= 8.5 NO SCALE 60' ROW 17' 13' / VARIES \i~Y' 7.5'-10' 5' 'I:/ 5' VARIES .5-1 6" TYPE "C" CURB & CUT![R Sf/0/IN ON PLAN r CENTERL/NE ELEVATION / i\17_, ::::::Y I 2:r ~~'I: "'-2:r ~M~D~1'l"i"""~""~""~"""'~~,.,..~~ PCC SIOEWALJ( EXISTING 1YIND TRAIL W'AY 6 /J' 0.5' 5' STA. 11+62.J5 TO STA. 16+75.95 TRAmc INDEX = 6 17' 6" TYPE "c' CURB & CUTTER NO SCALE 60' ROW 17' CENTERLINE ELEVA!ION Sf/OWN ON PLAN lJ' EXISTING GLEN AVENUE 6 ©2013 o·oay Consultants. Inc. G: \011014\PA1 7\Consis!Determ\CD 28\119JCD0J-rev_B2.dwg Apr 21, 2014 2: J2pm Xrefs: 1193CD-rev_B STA. 10+00 TO STA. 2J+92.82 TRAFRC INDEX = 5 NO SCA/.£ MEANDER/NC PCC SIDEWALJ( 10' PUBLIC PEOES TR/AN ACCESS EASEMEN! 6 EXISTING ROAD /I.IPRO'IEI.IENTS PER DIIG. ilJ-6, CT 02-16 4" AC PAVEMENT OVER AGGREGATE BASE _ __, Tf/!CKNESS TO BE DETERMINED BY R-VALUE 78' ROW TESfS (6" MIN.) EXISTING HILLTOP STREET6 /0' J9' STA. 10+00 TO STA. 12+7210 TRAmc INDEX = 6 78' ROW Jg' 6" TYPE "c" CURB & GUTTER /0' - EXIST. UNOERORA/N PER owe 408-4 --- fl/CH PT. NOTE: I) LOfS Will SURFACE DRAIN UNLESS SHOWN 0Tf!ERWIS£ 2) TYPICAL LOT ORA/NACE PER CS-15. SHEET 3 OF 6 SHEETS \_ CURB & currER 06-13(B) 02-03(ll) 14-04 TYPICAL FINISH LOT IJRAINAGE ANJJ TEMPORARY EROSION CONTROL JJETAIL LANDSCAPE 10· 29' 29' 10' LANDSCAPE NO SCALE BUFFER -BUFFER VARIES ' 20'-Jo' VAR/ET ~I 20' ~ ..... VA/j/ES AC PAVEMENT o·-10· AC PAVEMENT -VAfl/ES 5' ;\~'/-~.;-5' 4.5-10 4.5-10 ');,\ ~ "'-/ "c =:J\~,;'> ,;,.- MEANDER/NC J PCC SIDEWALK 8" MEDIAN CURB~ I ELEVATION I Sf/OWN ON PLAN i\vc: ~ 71./EANDERINC l~cc S/O[WALK 6" TYPE "C" CURB & CUTTER 4" AC PA'IEMENT OVER AGGREGATE BASE !f/lCKNESS TO BE DEfERMINEO BY R-VALUE " ' Y/," //,ID! . .1L. ' ~~,~~·~~~ fl~;I ~ \_SEE LANDSCAPE PLANS . FOR 1.1£0/AN DESIGN {HOA MAINTAINED) EXISTING HILLTOP STREET 6 STA. 12+7210 TO STA. 1J+6210 TRAmc INDEX = 6 NO SCALE 6" TYPE "C" CURB & CUTfER / / .:., ~.;- •'/ ~.;- 0.5' 0.5' '};~ ~~ 60' ROW IJ' 17' 17' /J' 5' 6' rtPE 'C' CURB & CUTTER 7.5' 5' 2:t VARIES -- MEANDER/NC OG TRAIL MOW CURB !' MAX f' AC PA 'IEMENT O'IER ACCREGA TE BAS£ FOUR PEAKS ST. 13' 5' 7.5' 2:r 2:t'' NO SCALE '5' TRAIL STA. IJ+97.98 TO 32+50.00 "MOW CURB !9+75 TO 21+!5 60' ROW 17' 17' f 6' rtPE ·c· CURB & CUTTER 2:r PCC SIDEWALJ( f' AC PA'IEMENT O'IER AGGREGATE BASE IJ' 5' 0.5' 0.5' FOUR PEAKS ST.. BUCK RIDGE A VE .• NORTH FORK A VE. & PERALTA ST. NO SCALE ' LANDSCAPE BUFFER AT STREET S/0£ YARD. "2: I MAX PORTION OF PARKWAY FOR STREET C STA. 19+00 TO 27+90,. ~ 56' ROW 36' 10' 18' I 18' 10· 5' -1.5' f 4.5' 5' 0.5' 6' TYPE '(,'' CURB & CUTTER J' 2% 2:r 2% 2:r -2~ ~ 'r- PCC SIDEWALJ( 4' AC PA 'IEI.IENT O'IER ACCR[CA TE BASE 'l-" ~~ TYPICAL 'CUL-DE-SAC' -ALANDER CT. & MASTODON CT. NO. 55381 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE HELL MONUMENT LOCAflON: CENTERLINE OF El CAI.I/NO REAL AT ENGINEERS STATION 45-1+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE'IELS (NO. COUNTY 'IERT. CONTROi. DATA) ELEVATION: 68.-179 DA TUI.I: U.S.C. & C.S. NO SCA££ ' STA. J2+JJ. 19 TO STA. 33+68.89 GLEN A ';£NU£ STA. 18+61.16 TO STA. 2J+J5. 1/ STREET 'F' OA TE OF REVISION: MAR. 26, 2013 DA TE OF REVISION: MAR. I, 2013 DA TE OF REVISION: FEB. 12, 20/J DA TE OF REVISION: JAN. 23, 2013 DA TE OF REVISION: DEC. 1'1, 2012 DA TE OF REVISION: NOV. It, 20!1 OA TE OF REVISION: SEP. 3a 2011 DA TE OF REVISION: SEP. ta 2008 DA TE OF REVISION: MAY 6, 2008 DA TE OF REVISION: DEC. /2, 2007 OA TE OF REVISION: OCT. 15, 2007 OA TE OF PREPARATION: AUC. 2a 2007 C~/~T ROBERTSON RANCH PA-17 SHEET J OF 6 SHEETS DESIGNED BY: K.H .• T.C. DATE: AUG. 2007 DRAWN BY: J.S. G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 01-1014 s 2710 Loker A'le. We5t Civil Engineering ENGINEER OF WORK Sui le 100 Planning ~& Corl~bod, Colifornio 92010 Proce1515ing 760-931-7700 Surveying DATE: s-/s/,<c Falt: 760-931-8680 0DoyConi5ultanl15.com TIMOTHY 0. CARROLL. JR. RCE: 55381 X /Jf. 0 X X /265 1/T.0 ~ ... y G!~J~ ~ @5.0' - '2 L_ -124.3 123.8 5.0' ---W-- I I .. I I I I ----. -. -. l -. -. I I K I I I I I I I I K I I ©2013 O'Day Consultants, Inc. G: \011014\PAI 7\ConsistDoterm\CD 28\119JCDO<-rov_82.dwg Apr 21, 2014 2: J?pm Xrefs: 0114BGRD-REV; 011 +"TP-G; 119JCD-rev_8; 0114GSTR; 0114GMAP; 0114GU"fl; 0114GGRD; 1193AGRD; 1193ABLO_Rev_B; 119JCD-"fXTJev_El2 X 144.8 5.0' I 8.0 I ' -(ili) ---w--: - I I -- I I p- \ \ \ I @ ! !6.0 ~o· 50'@0' · -41 -'-A -" -1 R 1165---I 5.0' I 5-t._ 1 !6.9 ,. I o· I "' "' <.n 1/4.19 ----I I I I 5tr "' "' "" -c:, "' "' "" <.n c:, ~ -,-@ 5.0 ~ -B 5.0' I !6. ! R 5.0' !!6. 5Q'._ 5.0' -I ;;', L-~ J I 5.0' "' I ..., 191 5.rf__ ®-I _J 48~ I 10512 5g_ 104.5\ I I ,--,_ I"' I 4 "' i .0 26 128.04 ®-. !3!.0 !f} 6.1' rc-~J-Lr ·-- ! !5.0 I , l ' I -::i ~ J5• @ @ @ R a --;1 5-t._ -R . 115.5 I 8.0 8.0 @-I 5.0' \J, " 115.5_ 5.0' ~ Lfir'j ~ _J /!5. ! -.0 5.0' ~ ... NO. 55381 5.0' A~ ~ ql,t)-' -!;!4.0 --. I ruD ~ /()J.O 5.0' SEE SHEET 5 - BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE ~11 MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S /800-/ RECORD FROM: COUNTY BENCH LEY!:LS (NO. COUNTY v!:RT. CONTROL DA TA) ELEVATION: 68.-179 DATUM: U.S.C. &-C.S. / I ~ ~ !32.6 I I I I I I I -0 I I \ I \ \ I \ I \ \ \ I SHEET 4 OF 6 SHEETS P.U.D. 06-13(B) M.P. 02-03(D) C.D. 14-04 --- -"' 0 ( ' i ' o· 10' 40' 20' 80' SCALE: 1" = 40' ' ' ' -· --------~- ~[ I OA TE OF REVISION: MAR. 26, 20/J DATE OF REVISION: MAR. !, 20/J OA TE OF REVISION: FEB. /2, 20/J DA TE OF REVISION: ,/AN. 23, 20/J DATE OF REVISION: DEC. /4, 2012 OA TE OF REVISION: NOV. U, 2011 DA TE OF REVISION: SEP. JO. 2011 DA TE OF REVISION: SEP. 10. 2008 DA TE OF REVISION: MAY 6, 2008 DA TE OF REVISION: DEC. 12, 2007 DA TE OF REVISION: OCT. 15, 2007 DA TE OF PREPARATION: AU/l. 20. 2007 C~~T ROBERTSON RANCH PA-17 SH££T 4 OF 6 SH££TS DESIGNED BY: K.H .• T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.M. SCALE: 1· = 40' PROJECT MGR.· T.C. JOB NO.: 01-1014 s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK Suite 100 Planning Corl:ibod, California 9201 O Proce:i:iing ~Cl!~ 760-931-7700 Surveying DATE:.Si.sfy Fox: 760-931-8680 ODo)ICon:iultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 ©2013 o'o ay Consultants I , nc. G: \011014\PAl 7\ Xrefs: 0114bgrd-r~~nsistDeterm\CD 26\119 , 0114bmap; 0114t 3C005-rev_BZ d p-g; 0114omop· 01.14wbg Apr 21, 2014 2·J6 ' str; 0114g · pm map; 0114gstr· 0114 , gutl; 0114ggrd; 119JC D-rev__B· 1 • 193ABLD...R ev_B; 1193CD-TXT _rev_82 ,, \1 " --- p 11.1 1 I I BENCHMARK· \ DESCRIPTION: ST,' ' ,,NOARO M-IO LOCATION: Hfll MONUMENT STREET CENTERUNE CENTERUNE OF AT ENGINEER'S EL CAMINO REAL PER R.S 1800-fTATION 454+92 RECORD FROM: COUNTY BENCH L ELEVATION: CONTROL OATA) E'IELS (NO. COUNTY 'IERT. B8.-llY OATUM: . . u. s. C. &-ll. s. I OATE OF D OA TE n'H1SION: A/AR. OA TE OF RE"1SION: A/AR. 26. 2013 s;irns O.o'F 6 SHEETS . · 6-13(B) M.P. 02-03(D) C.D. 14-04 ' o· 10· 40' --20 80' SCALE: 1 • = 40, OA TE OF RE"1S!ON: FEB.. j, 2013 OA TE OF RE"1S/ON: JAN. 2:Z 2013 0. OF RE"1S/ON: 0. · :J; 2013 'A TE OF RE"1SION: EC. U, 2012 OA TE OF RE"1SION: NOV: 11, 2011 OA TE OF RE"1S/ON: SEP. 30, 2011 OA TE OF RE"1S/ON: 5.EP. /0, 2008 OA TE OF RE"1SION: AIA y 6, 2008 OATE OF RE"1SION: OEC. 12, 2001 OA TE OF PREPARA OCT. 15. 2001 ROBERTSON RANCH PA-17 TION. , o/'o~~, SHEET 5 OF DESIGNED BY: K.H .• T.C 6 SHEET. ;, .. ow~ .s u er£, DRAWN BY: JS G . DATE: AUG. 2007 .•• M s PROJECT MGR.· T.C.· • SCALE: 1· = 40' ve. Wes! JOB NO.: 01 Corl:,bod C rt ~uite 1oo _,,, Civil E · 1014 Pl . n91neering · a I ornio 92010 onning ENGINEER OF WORK f 760-931-7700 Proce:,:,ing O)(: 760 Surveying 0 -931~8680 .--:--C2tf D0yC0n5uJtont5 .com Tl~--" DATE:->&-'ft}' • CARROLL. JR. RCE: 55381 i ' I ' '' " ,I I , I I I I I I I "' I \ I I "( ' "'; "' <:> c::, 6.6 ' ' '" @-~ OS 133. 6 5.o' ~ I ' -.J J9' J9 ---. ~ "' 1_____ ---~\-----,·\-1 I IL--11"'""' I I I I I I I ~ \ ' -~ \ .J .... ....... _ ------- }, ©2013 O'Day Consultants, Inc. G;\011014\PA17\ConsistDeterm\CD 2B\1193C006-revJJ2.dwg Apr 21, 2014 2:48pm / / / / 110 ----- / / / -- / / / / / / / / / -::::7 /-:::7 Xrefs: 0114bgrd-rev; 0114bmop; 0114tp-g; 011'4-ornop; 0114bstr; 0114gmop; 0114gutr; 0114gstr; 0114ggrd; 119.3CD-rev.....B; 119.3ABLD__Rev_B; 119JCD-TXT_rev_B2; 119.3AGRD < . ' ' / / / y / \ \ \ \ \ \ \ \ / \ \ / \ / / / \ \ \ \ ~ 9G /,, / \ \ \ \ \ / '/ \ \ / / "" / / / "" "" "" "" " " / / " " ~ " "- "is·-~" "'- / / ~" "'- 2 ~ NO. 55381 • ' ' ' ' ' ' ' ' ' ' l~} ' >,/ ' ' ' BENCHMARK: ' ' ' ' ' DESCRIPTION: STANOARO M-10 STREET CENTERLINE IIF:l1 MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-1 \ RECORD FROM: CO/JNTY BENCH LEVELS (NO. CO/JNTY VERl CONTROi. OATA) ELEVATION: 68.-179 OATIJM: U.S.C. & G.S. OA TE OF REWSION: APR. 21, 201-1 OA TE OF REVISION: MAR. 27, 201-1 OAT£ OF REWSION: MAR. 26, 2013 OA TE OF REWSION: MAR. 1, 2013 OA TE OF REWSION: FEB. 12. 2013 OA TE OF REWSION: JAN. 23. 2013 OA TE OF REWSION: OEC. 1-1, 2012 OA TE OF REWSION: NOV. 1-1, 2011 OA TE OF REWSION: SEP. 30. 2011 OA TE OF REWSION: SEP. 10. 2008 OA TE OF REWSION: MAY 6, 2008 OA TE OF REWSION: OEC. 12. 2007 OA TE OF REWSION: OCT. 15, 2007 OA TE OF PREPARA T/ON: AUG. 20. 2007 ' ,9-~:?, SHEET 6 OF 6 SHEETS P.U.D. 06-13(B) M.P. 02-03(D) C.D. 14-04 o· 10· 40' ---20' 80' SCALE: 1 • = 40' ROBERTSON RANCH PA-17 SH££T 6 OF 6 SH££TS DESIGNED BY: K.H., T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.M. SCALE: 1· -40' PROJECT MGR.· T.C. JOB NO.: 01-1014 s 2710 Loker Ave. We::1t Civil Engineering ENGINEER OF WORK Suite 100 ., Planning Carlsbad, Californio !il2010 Processing ~Qt 760-931-7700 Surveying OATE:S/.S-/1$-Fox: 760-931-8680 /l-: TIMOTHY 0. ~u," JR. ODayConsuJtanl~.com RCE: 55381