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Home My WebLink AboutCT 99-02; POINSETTIA PROPERTIES PLANNING AREA 7; Substantial Conformance (8)I PACIFIC OCEAN VICINITY MAP Planning Area 7 POINSETnA LANE PROJECT DATA ZONING IS RD-M. PROPOSED PROJECT IS LOCATED IN LOCAL FACILITIES MANAGEMENT PLAN ZONE 22. TOTAL AREA WITHIN THE SUBDIVISION BOUNDARY IS 18.7 ACRES±. (INCLUDING THE N'L Y VACA TED PORTION OF POINSETTIA LAN£) TOTAL BUILDING COVERAGE: 196,792 S.F. (24% OF TOTAL SITE AREA) TOTAL BUILDING SQUARE FOOTAGE: 278,078 S.F. GENERAL PLAN DESIGNATION: EXISTING: RMH PROPOS£0: RMH SPECIFIC PLAN NUMBER: 210 UNIT/PLAN SUMMARY: PLAN SIZE PRODUCT MIX 1-(TWO STORY) 2,036 SF 22 UNITS (18%) 2-(TWO STORY) 2,268 SF 24 UNITS (21%) J-(TWO STORY) 2,377 SF J6 UNITS (31%) 4-(TWO STORY) 2,628 SF 35 UNITS (30%) TOTAL: 171 UNITS (100%) RV STORAGE J,051 SF PARKING REQUIRED: 234 COVERED RESIDENT SPACES (2 PER UNIT) JJ VISITOR SPACES 2,340 R. V. S.F. PARKING PROVIDED: 234 COvl:RED RESIDENT SPACES (2 PER UNIT) 94 VISITOR SPACES (ON STREET) 4,398 R. V. S.F. POINSETTIA PROPERTIES PLANNING AREA j7j PUBLIC SERVICES AND DISTRICTS GENERAL INFORMA 110N WATER--------------CARLSBAD MUNICIPAL WATER DISTRICT S£WfR--------------CARLSBAD MUNICIPAL WATER DISTRICT STORM DRAIN---------CITY OF CARLSBAD GAS AND ELECTR/C------SAN DIEGO GAS & ELECTRIC TEL£PHON£-----------PACIFIC TEffPHON£ CABLE T.V.-----------DAN/£LS CABLE TELEVISION SCHOOL-------------CARLSBAD UNIFIED SCHOOL DISTRICT FIR£ PROTECTION-------C/TY OF CARLSBAD ASSESSOR'S PARCEL NO. 214-150-17 SHEET INDEX SHEET 1 -TITLE SHEET AND NOTES SHEET 2, 3 -SITE PLAN APPL/CATION: PUD __ _ OWNER/APPLICANT: FIELDSTONE POINSETT/A COW:, LLC 5465 MOREHOUSE DR. SUIT£ 250 SAN Ol[GO, CA. 92121 BY: ~f-8081 9-6-CD .,-------;7{; DATE- PREPARED BY: PROJ[CT DESIGN CONSULTANTS 701 B STREET SUITE 800 SAN DIEGO, CA. 92101 TEL: 619-235-6471 ENGINEER: PROJECT DESIGN CONSUL TAN TS 701 B STREET SUIT£ 800 SAN DIEGO, CA. 92101 TEL: 619-235-6471 LEGEND SUBDIVISION BOUNDARY LOT LINE EXISTING CONTOURS ................................... . PROPOSED CONTOURS PROPOSED SLOP£ . .... ··············-· -···J/0 ...... . ------,£50--- PROPOSED BUILDING LIMITS.. ' --7 L __ _j PROPOSED SEWER MAIN/ MANHOLE. .................................. --S-0--- PROPOSED STORM DRAIN & CLEANOUT OR INLET. PROPOSED WATER MAIN ....................... . PROPOSED FIR£ HYDRANT .. EXISTING STORM DRAIN & CLEANOUT OR INLET EXISTING SEWER MAIN EXISTING WATER MAIN DAYLIGHT LINE PROPOSED STREET LIGHT GRADIENT AT INTERSECTION .... SIGHT DISTANCE LINE ..... FINISH FLOOR ELEVATION RECREATIONAL VEHICLE PARKING (/2'x 40'). r, ---------···· L_F"""=--------- ............... ~---w------ ·······---¾ ... [J=,-------- , . . "'"" '""" ,~ c,----- ................ -----;1--- FF 704.2 RV 15' x 15' MINIMUM DIMENSION (RECREATION CREDIT AREA)· [2s] SOUND WALL ......................................... . -----B--+-····----.. 3,051 -+-ff:·· 1·, !/~ .. ---~7~. _ -, , " ,::iJ.c--= -=·""-'! ,, ,,--=::: a:I L " "f ~,~ '1 Ii• 11 1 i i ~ROPOSED 72" STO/iN D I : . l;y OTHERS PER DW<1INOI 3 6 7 111 JI i 'I :. I II I ? l J.'\------=:,---_ tr£ ----:-,_:_ I I -:'"_,-_::::::_;_~=!-It----- /'." /r-II/ / EXISTING SEWER SQ. FT} //~/ PROPOSED ~EWEtr,/ ! (P.A. B) .___________., .. , . .....---.,. - LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 2 AND 3 AND THE EAST HALF OF NORTHEAST QUARTER IN SECTION 29, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT TH[ NORTHEAST CORNER OF SAID SECTION 29 AS SHOWN ON MAP NO. 7476, FILED IN THE OFFICE OF TH£ COUNTY RECORDER IN SAID COUNTY; THENCE ALONG TH£ £AST SECTION LINE or SAID SECTION 29 SOUTH JB'J 4" WEST 1,J59.IJO FEET TO A POINT ON THE PROLONGA T/ON OF THE 00 ' NORTH BOUNDARY LIN£ OF SAID LOT 2; THENCE ALONG SAID PROLONGATION 27'20" WEST 1,345.52 FEET TO A POINT ON THE SOUTHWESTERLY NORTH 89 'RIGHT-OF-WAY LIN£ OF A 200.00 FOOT RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 20 28'04" 'EAST 1,673.44 FEET TO A POINT ON TH£ NORTHERLY RIGHT-Of-WAY LINE OF THE 102.00 FOOT WIDE ROAD KNOWN AS POINSETTIA LANE, AS DESCRIBED IN PARCEL 1 IN 0££0 TO THE CITY OF CARLSBAD RECORDED AUGUST 21, 1974 AS DOCUMENT NO. 74-227600 OF OFFICIAL RECORDS; THENCE ALONG SAID NORTHERLY RIGHT-Of-WAY LINE SOUTH 76' 56'54" WEST 495.69 FEET TO A POINT ON TH£ EASTERLY RIGHT-OF-WAY LINE OF THE STATE HIGHWAY AS DESCRIBED IN PARCEL 5A OF FINAL ORDER OF CONDEMNATION IN SUPERIOR COURT OF SAN DIEGO COUNTY, CASE NO. 165983, A COPY OF WHICH BEING RECORDED APRIL 23, 1952 IN BOOK 4444, PAGE 395 IN TH£ OFFICE OF TH£ COUNTY RECORDER IN SAID COUNTY; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LIN£ NORTH 19 09'02" WEST 1,652.37 FEET TO TH£ BEGINNING OF A ' TANGENT 19,846.00 FOOT RADIUS CURVE CONCAVE EASTERLY,· THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22'J6" A DISTANCE OF 130.41 FEET TO A POINT ON SAID NORTH BOUNDARY 00 'LINE OF SAID LOT 2; THENCE ALONG SAID BOUNDARY LINE SOUTH 89' 27'20" EAST 482.20 FEET TO TH£ TRUE POINT OF BEGINNING. EXCEP//NG THEREFROM ALL OIL AND MINERAL RIGHTS BELOW 500 FEET WITHOUT RIGHT OF SURFACE ENTRY AS R£5£RV£0 BY A.L. SHIPLEY, JR., CONSERVATOR OF TH£ ESTATE OF GEORGE H CAPRON IN DEED RECORDED JUNE JO, 1969 AS FIL£ NO. 116905 AND RE-RECORDED JULY 2J, 1969 AS FIL£ NO. 132460, BOTH OF OFFICIAL RECORDS. 6" TYPE "G" CURB -- & GUTTER ,. ,·:;J· -\'.):;, .. -<,' ' \, ' - 20' 10' I 2% JO' ----STRUCTURAL N SECTIO PER CITY OF CARLSB AD TIONS STANDARD SPECIF/CA 2:J. I ~ ){(/ ,,,-·,·,·, A• SURFSIDE LANE TYPICAL SECTION NO SCALE 6" TYPE "G" CURB & GUTTER LOT COVERAGE --,,-'.JI:' BUIIJ)ING EXCLUSIVE BUILDING Fl/ONT YARD 59 1630 3744 44% 17. 10 OPEN SPACE: PR/VA TE REAR YARD 225 S.F. MIN. PER UNIT /LOT OPEN SPACE LOT 73,686 S.F. 40' LANDSCAPE EASEMENT 78,002 S.F. TOTAL OPEN SPACE AREA = 167,196 S.F. PROPOSED DENSITY· 117 UNITS 18.7 AC. NOTES = --11-1 -= 6.26 UNITS/AC. 18.7 ALL BUILDINGS AND/OR STRUCTURES IDENTIFIED ON THIS PLAN ARE PROPOSED. SETBACKS ARE AS FOLLOWS INTERIOR STREETS: FRONT= 10' MIN. TO OPEN PORCH 15' MIN. TO STRUCTURE REAR=/0' MIN. SIDE= 5' MIN. BUILDING SEPARATION: JO' MIN. 5££ THE POINSETTIA SPECIF/CATION PLAN FOR ADDITIONAL WALL AND FENCING INFORMATION. MA TUR£ VEGETATION WITHIN THE SIGHT LINE AREA OF ALL INTERSECTIONS SHALL 8£ NO CREA TER THAN JO" IN HEIGHT OR HA v1: A CANOPY NO L[SS THAN 8' IN HEIGHT. NO STRUCTURE, FENCE, WALL, SIGN, OR OTHER OBEJECT Ovl:R JO" ABOVE TH£ STREET L£v1:L SHALL BE PLACED OR PERMITTED ·· TO ENCROACH WITHIN THE SIGHT LINE AREA IDENTIFIED HEREON _ _..,. AND IN ACCORDANCE WITH CITY STANDARDS. TH£ UNDERLYING PROPERTY OWNER, OR HOMEOWNER'S ASSOC/A TION SHALL MAINTAIN THIS CONDITION. " :;;: :R::Al~-===r-"---~--= _lj~, --~--;;::::=t;i--AREA DRAIN 10' MIN, I SET BACK (TYP.) EXCLUSIVE USE AREA (TYP.) 15' x 15' MIN.--~cf-~/.. DIMENSION (RECREATION CREDIT AREA) UNIT NUMBER -+-<I(: -SECOND STORY ELEMENT (SHADED AREA) PE-0. HP PAD ELEVATION --I-+ PE -0.2' BLDG TYPE NUMBER - 4, : : 4 .f.-=.. =~=·1"'=. ·=. ,...:::.::::: . -~ t ~-4 ,..__~_.,I . 19'. ~ ' .. . . . , 4 SIDEWALK . · 4.5' LANDSCAPE PARKWAY PASADENA ----------- DRIVEWAY (MIN. 15%) TYPICAL UNIT GRADING AND PER LANDSCAPE PLANS. ADDITIONAL DRAINAGE REQUIREMENTS PASADENA DRIVEWAYS MAY BE ADDED 'ATH: T:\ENGR\1430\SITE\ ,WG NAl.t(: 1430ST01 NO SCALE OATE: 9/5/2000 1\ME: 9: :5a a.m, HP 5' MIN. SET BACK (TYP.) - 5' 5' MIN. SET BACK (TYP.) EASEMENT UN£ ---j 1-1---15' MIN. SETBACK ,._~,--o TO STRUCTURE f-----++-10' MIN. " SET BACK TO .:_.;"----1-c---.,-'----~--'-'-+--_L-"-'-"-·~,roF!CH (TYP.) 31' COMMON DR/vl:WA Y J' 3' TYPICAL UNIT DIMENSIONS AND SETBACK REQUIREMENTS NO SCALE 4' P.C.C. SIDEWALK- 6" TYPE "G" CURB-~ & GUTTER CARLSBAD BLVD. KEY MAP r" =-IOO' I I I w I~ I I _, \ I I ~ I I ,__ I ,__ I I bf 10 l~~~~f1/m~~?~~~~~~~~ I~ ._,,,...,, r I Q 1 I I ' ' I I,, . I I I ! I I I I I I I ----~ ii -=-=--==------· ---d-.f.1-.-_-- ... __,1-; 1-r ~ ' ' I I 115'4' 4. . EAS[MEN T LINE ---j I I I 2% I "· ::., .. f .f-Z:. ~ .. 4" P.C.C. SIDEWAL 6" TYPE "G" CUR & GUTTER KJ\ B I/ I ' 58' PUBLIC UTILITY ANO !ACCESS EASEMENT 32' 16' . t·5j 1r sl 16' I I STRUCTURAL SECTION! PER CITY OF CARLSBA STANDARD SPEr:CA .J}§ 2% I 2% I . ·1;9.v/·1 )_ \'. > PAIVA TE STREET A --- 6 PUBLIC UTILITY AND ACCESS EASEMENT TYPICAL SECTION NO SCALE 4" P.C.C. SIDEWALK " TYPE "G" CURB & GUTTER 53.5 PUBLIC UTILITY AND ACCESS EASEMENT --1\; ~ I 62' PUBLIC UTILITY AND ACC[SS EASEMENT J2' J(j' l 16' l [ STRUCTURAL SECTION PER Cl(Y OF CARLSBAD STANDARD SPECIF/CATIONS % 2% --- PRIVATE STREET B PUBLIC UTILITY AND ACCESS EASEMENT TYPICAL SEC i/ON NO SCALE ,,_ ,;:.; !--·~-------~ 36' Cl VARIES S [AS[MENT UN[ 14.5'4' 4. . I I I I 2:J. I ~> .; T Y,,;,·· ... ··'-! <: { K-4" P. C. C. SIDE WAL 6" TYPE "G" CURB 6" TYPE "G" CUR B & GUTTER & GUTTER 18' 18' 4'4.51 f--EASEMENT LINE ~STRUCTURAL SEC/ ON I PER CITY OF CARL BA STANDARD SPECIF/ A Ii 211 2% I w I .'v:/ ,,,. _, I PRIVATE STREETS C&D PUBLIC UTILITY AND ACCESS EASEMENT TYPICAL SECTION NO SCALE .. ·;; .·· ;, ; - 6 4" P.C.C. SIDEWALK " TYPE 'G" CURB & GUTTER UNIT# COVERA'GE(S.F. USE AREA ·is.F. COVERAGE(% 1 2 J 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 JO JI 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 41 48 49 50 51 52 53 54 55 56 57 58 16JO 6926 24% 1~52 4080 45% 1&52 3800 49% 1520 3684 41% 1852 3752 49% 1630 3897 42% 1,520 4044 38% 1852 4133 45% !520 3951 J8% 1692 5369 32% 1852 4162 44% 1630· 3756 43% _,..... ___ 1692 3700 46% 1630 3700 44% 1692 3700 46% 1630 Jl/4 43% I85:Z 3850 48% 1692 3867 44% 1630 4329 38% 1692 4390 39% 1630 3916 42% 1630 3860 42% 1852 3860 48% 1520 3860 39% 1692 3916 43% 1630 3860 42% 1692 3860 44% 1852 3860 48% 1520 3916 39% 1692 3903 43% 1630 4029 40% 1630 4159 39% 1852 4310 43% 1852 4260 43% 1630 4260 38% 1520 4260 36% 1692 4316 39% 1852 4260 43% 1630 4260 38% 1520 4260 36% 1852 4316 43% 1630 4233 39% 1692 4111 41% 1852 3981 47% 1520 3929 39% 1692 3860 44% 1630 3860 42% 1520 3860 39% 1852 3860 48% 1692 3860 44% 1630 3862 42% 1630 4001 41% 1852 4846 38% 1852 4734 39% 1520 4170 36% 1520 3964 38% 1852 3714 50% 1692 3690 46% MINIMUM EXCLUSIVE AREA = 3634 S.F. A VERA GE EXCLUSIVE AREA = 3936 S.F. AVERAGE BUILDING COVERAGE= 42% AVERAGE FRONT YARD SEif/ACK = 18.55 Fr. ' FROM LIVABLE AREA SETBACK' 60 1630 3723 44% 18.72 - 38.09 61 1692 3677 46% 17.00 23.88 62 1852 3705 50% 18.00 20.08 63 1520 3676 41% 16,00 17.48 64 1852 3705 50% 18.00 17.63 22.69 65 1630 3804 43% 19,51 66 1852 3816 49% 16.86 18.36 67 1520 3804 40% 21.44 20.05 68 1630 3728 44% 16.98 24.29 -69 1692 3648 46% 17.00 17.00 70 1852 3705 50% 18.00 19.50 71 1630 3775 43% 18.00 18.00 72 1520 3777 40% 20.28 17.00 73 1852 3785 49% 16.82 18.00 74 1630 3807 43% 19.97 19.00 75 1852 3714 50% 18.00 --19.7 76 1852 3704 50% 18.00 21.71 77 1630 3762 43% 18.56 21.71 78 1692 3774 45% 16.98 17.6J 79 1520 3785 40% 20.32 14.54 21.29 18.00 18.00 16.7 17.00 17.00 17.00 18.00 80 1630 3792 43% 17.12 81 1692 3716 46% 18.00 82 1852 3716 50% 16.00 83 1520 3716 41% 17.00 84 1692 4555 37% 16.14 85 1520 3775 40% 17.00 86 1692 3634 47% 14.34 87 1630 3983 41% 15.J I 7. 7 88 1520 4151 JI% 29.o·u 17.0J 89 1692 4440 38% 25.71 20.97 90 1692 4937 34% 16.JO --.-··--------- /6.98 91 1630 3868 42% 22,17 /8.98 92 1630 3787 43% 18.00 18.00 93 1852 3705 50% 18.00 18.00 94 1520 3676 41% 16.67 16.7-95 1692 3684 46% 17.00 17.00 96 1630 3754 4J% 18. 74 18.00 97 1852 3779 49% 16.87 18.00 98 1852 ·-----· 3786 49% 20.00 17.67 99 1520 3758 40% 16. 16 18.00 100 1692 3663 46% 17.16 21.JI 16.98 20.00 16.67 17.00 17.00 17.67 18.00 17.00 IOI 1630 3685 44% 17.00 102 1520 3711 41% 17.67 103 1852 3705 50% 18.00 104 1630 3658 45% 17.00 105 1692 3655 46% 17.00 106 1520 3676 41% 17.7 101 1852 3709 50% 18.36 108 1692 3776 45% 16.98 19.00 /09 1630 3854 42% 21.29 20.21 110 1630 3820 43% 16.19 27.93 111 1852 3708 50% 18.00 30,99 112 1852 3708 50% 18.00 29.99 113 1520 3683 41% 17.7 17.67 114 1630 3658 45% 16.97 18.00 115 1692 3682 46% 17.00 19.14 116 1852 3705 50% 18.00 117 1630 3727 44% 18.00 TOTAL 196543 497016 FOUND IN SUBSTANTIAL CONFORMANCE MICHAE~I/J~~~w.~ROo.-. DATE FLNINiclG OIREC roR RECOMMENDED 8 Y Dt'NJaOvl-#..., ¥t-,,,i-., ,µ,,,,__ _____ _ DAIE q b .. "\ \&JJ &;z."".,,/C /~.__..,..,_~ LLOYD B. HUBGS, CITY ENGll!EER. DA TE /O-~-0 ◊ BY ROBER r J_ WOJCIK, DEPUTY Cl~Y ENGl~lEER fo~/ CS'(; C6l--.:,,\?l'>.cQ C. ~""'--~'\ RECOMMrnDED ·ay LIL1., :J--£E::.:-;,i~----·- DATE JO-<f-0_0 ,·~--- ) I -~ ------------- Olosot 0 0 "' . C, 'J1 I C) "' , -"' C) '1'· c-'.. c-'.. C, a c,· ci -,11 "' ~t I .,. <c --fc! !); . t;\ n, ~ " Q_ 'i C) ts • I> (}J ·, t "· ·'11 ., ci ,_ "' \:, .l,) .r;i i;; lJ <: "' __, O; lj ' " 0 ~ 0-J .'J} ~ C) "" ·i ,, VJ n L,j 'l ,, ).I .. ~ u .. <; ""-"' •• ... ~ ' !\ ~ VJ .) \:J c._ ~ ~ ·~ \I __, ill ~ "' ~ ·~ .'(I (§ °'~ 't; o, ';Q ;;.; l~ ii, D "' ;;.; c;'j i\ .Y .,I.>! El "' h .. ~ ., -i'§ i (_J " 'i ~ l,j Pl El ~ a ,_ VI C) Cl §: Ct] "'II SHEET ·-ii ·-0 '· ; :-c.i ,, 1 OF 3 .'II ~ ;, ~ Lv . \ ' ' HH: T: \ENGR\1430\SITE\ NG NAME: 1430ST02 LANDSCAPE MEDIAN DATE: TIME: /f---"J'-'0"-4 ' p°, 2?.;; r. J0,6' -·,··~·--·-·--·=·-··--- •m~••=~•••••""'"m"'"""'m'"'"'"" ••• .. ••"'"""• .. •"'"••'.:i:"•"'"...-/ \ .,.. 9/5/2000 8: 41 a,m, ~ LANDSCAPE MEDIAN - I --I /,' FF 61.3 ® ~ 4R D lf) °' ui OF BF 13' 4illJlJ - 31.1 PVT. .... --,&~ tr- ····-·--~. ··-·--·~··· ~--,.,, ,~~~ ,-._ 40.0f FF 66.1 10.J' □® [sill 4 OFXXXX 4fJJJlJ~:::: ff'67 I I I I I CF :ax.x I , ....-::-9 4-,....•----< I I " I !, 5' 1R 12' >--... 5 'a=-xx.xx s·• WATER p 4+00~ ·-········--···""""'"··-···· -.. ··•-·""·· ·--~ ~ •········ o.nn •... .... -···:'lfLl!CT-·····• .. ~ 12.8' a= 67.4 '40:1J(F'--· · ... ·;j·:to·· 2.,4 7 -•.. "° CJ, "t 8" SEWER@ 0.8% 1 t.501/. p "' 5' FF 68.3 BF BLVD. •o a= 69.1 ~-HWY. 101) a= 63.8 tf/.o .. 12.8' G"70.5 ---.ru.o 1/p p p p OFJo:J 12' 13' --------··· -~.-.. J.2.+11ILaM·stlifR@o. 40 • --..,_ 12' 7.6A ~ 3222 7.78 -. . .. L_Q,_ ........... . 12.8' 6;~·;:· 3 --~ I 68 I OF 64.6 + ~-·····-······- FF64.7 \ I I FF 65.1 ½:!--A L□---~<n+i 0, a 40.38- 64.1 40,02~ -64 (r7().4 PEDESTRIAN CORRIDOR 8+00 ® co r= OS: r·· L",'c'_) • • • / FF 70.4 1fJ C\i a I O':) O':) "' ~ Cj (j Cl: j3 ~ ~ SHEET 2 OF 3 \ Oldso,· ' I I w f----- PATH: T: \ENGR\1430\SllE\ DWG NAME: 1430ST03 -·-------------"""""" DATE: TIME: 9/5/2000 8: 53 a.rn. llJ