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Home My WebLink AboutCT 01-17; TAMARACK FIVE SUBDIVISION; Planning CommissionLEGEND PROPERTY BOUNDARY- · LOT NUMBER £XISnNG CHAIN LINK FENCE FINISHED. PAD ELEVA noN EXISTING SPOT ELEVATION EXISTING WATER METER EXISTING SEWER LINE EXISTING BROW DITCH EXISTING CONTOUR EXISnNG STREET LIGHT PROPOSED STREET LIGHT PROPOSED RETAINING WALL . PROPOSED STORM DRAIN PROPOSED CURB INLET .PROPOSED SPOT ELEVAnON PROPOSED CONCRETE PROPOSED AC PAVEMENT 2 53.6 ,(44.4) --(W)--® --(S)-- (::::J <=i - • 440 • I • 0 PROPOSED SEWER LATERAL ---@ {PRESSURE SYSTEM) {EXACT HORZ. . LOCATION TO BE DETERMINED @ FINAL ENGINEERING) To P.,E. /NOIV!OUALL '( MAINTAlt-JEO Ul''TO fllBI.-LC '5YSTEK BY Et.Cl-I LOT 01/11.JER. . PROPOSED MASONRY PERIMETER WALL PROPOSED STAMPED CONCRETE PROPOSED 6' HIGH .OPEN RAIL GARDEN FENCE • ill -. C> C\ -~ ~ (/j :i: ct! 0 Cl ii'\ "' \~ :-, I 0, VICINITY MAP NO SCALE , - "' t!i . "' t!i t!i "' . :<t l::l "' 1§ t,:, t!i "" G "' G "' l!i V) G V) G I ~ " ..... 8 • Ci ~'- ~ - Ci '- Ci ..... }'.J '> s, s;; '-.S l TENTATIVE SUBDIVISIONM>-4 _____ --- ~-.· CT0l-17 ~· ,..j·· •. : 111.16' <. . '> *--=t ~~ - ~ I '-9 ,9 ~-'> 'ii~ 7.0 I C:i It) t • . . -..... 'A, ...c.::--.-,--'\ii -~-----,,,.. S.TREET ' GAL DESCRIPTION CI'0l-017 ·CDPOJ-48 BY:------------------------- SUBDIVIDER MANNING HOMES 20151' SW BIRCH ST. SUITE 150 NEWPORT BEACH, CALIFORNIA 92660 (949) 250"'.'4200 ENGINEER OF WORK ' bl-lA,·lnc. land plannlng, cMI ~. surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 PROJECT INFORMATION 'A·'.•· STREET ADDRESS: · -· t.,; -, . ·525 tAMARA'i::R AVE. ~ ! ASSESSOR'S PARCa NUMBER: "< ~• . A.P.N. 206-042-27 SITE ACREAGE: DATE DATE .. ·• · . . };\,,L. 0.,§2!( .· . ~-~ ~:?ft~ytg w.'Ll,,_ /i :. . ... 0.50% .~ ~. :. .. ,,, GROSS ACREAGE: 1.54 ACRES NET ACREAGE: 1.42 ACRES EXISTING ZONE: R-1 GENERAL PLAN: "., ----. RLM NUMBER OF LOTS: ~r <-. \ : ,:. . . . A • 1 •• • • .• • • ~ • •. • -='--X -.----X-' _· -X 147.97'71----X ~.----X ~ e~~~/--+'.;./-~~~_:,-------~--S-U_'B.:.,'D_'/_VI._S'Ji_O_'"...;..'-l-,--.L...-~,t...~~,;;;;:--1-,~38~1.-e:7~8'"'=B~O~UND.~~ ... ~ ny~..;..-:-~~...,..;;;;;;;:---,----,.~~-~=--+-==iiiiiiiiiiiiij;=;;;;;;;1iiliiiii-.~:;;.a-,• INSTALL STAMPED ,,, ~ \ Cl~ 5 LOTS .LOT SIZE: o.o·" 30. '- ~ Ci -__, '- ' C> - >< l.,j 01 r ~ '- Ci '-~ '- ~ '- I CONCRETE 'A' .-. ~'o· PROPOSED 6" PUBLIC ;'Jc, SEWER.MAIN@ 2.0% PROPOSED 6' HIGH OPEN RAIL , R"'MOVE EXIS1TNG GARDEN FENCE (SEE SECTION '" PROPOSED .18" RCP A-A BELOW FOR SET BACK CURB INLET & 18" STORM DRAIN @ 1.0% LOCATION} RCP STORM DRAIN USE CLASS A WALL STORM WATER PREVENTION NOTE: PUB. ST. UGHT----1 9500 LUI.I R/W PIPE WITH BEVELED ALL STORM WATER RUNOFF FROM THE ENDS, OR EQUIVALENT. PROPOSED BUILDING PAD ARE TO BE 56' RW 28' 28' 36' FILTERED ON-SITE PRIOR TO RELEASE ONTO THE PUBLIC RIGHT-OF-WAY OR INTO A PUBLIC STORM DRAIN SYSTEM. 1 R 20 10 10' 0 20 40 SCALE: 1" = 20' 2: 1 MAX 7' 2:1 :4X V PROJ£CT BOUNDARY .,- 4 • PCC SIDEWALK r--E~STING P~~ RIGHT-OF-WAY EXISTING STREET LIGHT (@ HIBISCUS . 1 CIRCLE CURB •·1 : • ,. • RETURN). . ' . I • TYPE "G" CURB & GUTTER TW £LEV S££ PLAN I _i J' ' MINIMUM ROAD SECTION TO 8£ DETERMINED BASED I UPON "R" VALUE TESTS. EXISTING GROUND ~ -· 6' HIGH OPEN RAIL -GARD£N FENCE PROPOSED PAO FG EL£V SEE PLAN 60 R/W 8' •·· . ~EXISTING------------ / RESIDENCE . 60' 30' (£ 30' 22' 22' ~ 2:. ------ EXISTING CURB & GUTTER, SIDEWALK 8' R/W )::;: TYPICAL SECTIONS STREET '.A' SECTION '.A-A' TYPICAL SECTIONS TAMARACK A VE. _,., N. T.S. N. T.S. N.T.S. 7,977 .S.F. -10,674 S.F. CONTOUR INTERVAL: 1 FT. TOPOGRAPHIC SOURCE: FIELD TOPOGRAPHY -BHA INC. 12-04-01 EARTHWORK QUANTITIES: CUT: 400 C. Y. · FILL: 2200 C. Y. AVERAGE DAILY TRAFFIC: AVERAGE DAILY TRAFFIC: 10 ADT PER UNIT X 5=50 ADT (EXISTING) SEWER: WATER: CITY OF CARLSBAD PROJECT DEMAND: 1,100 G.P.D. CARLSBAD MUNICIPAL WATER DISTRICT PROJECT DEMAND: POTABLE: 1,400 G.P.D. FIR£: 1,750 G.P.M. IRRIGATION:. 1,725 G.P.D. SCHOOL: IMPORT: 1800 CITY OF CARLSBAD Planning Commission C. Y. CARLSBAD UNIFIED SCHOOL DISTRICT GAS&ELECTRIC: lA'!'l&!?.~.0.':~-~Bv,v, St o/ ---------------- SAN DIEGO GAS & ELECTRIC COMPAN Case No.<'T c>I-/ 'CDP ot-f'<f? TELEPHONE: ----------------------------PACIFIC BELL TELEPHONE COMPANY CABLE: Exhibit No. ~/t""--__ Date -/ '7-O ;i._ ADELPHIA CABLE COMPANY . CONSTRAINTS INFORMATION 100% OF THE SITE HAS BEEN DISTURBED BY THE AGRICULTURAL FARMING & FRUIT/FLOWER STAND OPERA:rJ.{)l:J, THERE IS ONE HOUSE & OUT BUILDING STILL ON PROPERTY. -··.-- BENCH MARK CITY OF CARLSBAD FB 19 PAGE 46 BENCHMARK FOUND SPIKE @ NE CURB RETURN OF GARFIELD A VENUE & OLIVE A VENUE. EL: 47.02 DA TUM: USGS 1929 DENSITY CALCULATIONS GROSS NET UNITS 5 5 l!.B.Q 1.54 AC 1.42 AC OU/AC 3.29 DU/AC GROSS 3.52 DU/AC NET SHEET 1 OFl W.0. 97-081 -00 12 18 20 1 clb REVISED 4/03/2002 clb I ! j !.{; z AVE. t lJl CANNON VICINITY MAP NO SCALE ~ <!i -" """ 0, v'.) ~ <!i - I: G '' 11 I: v'.) 9 lj 0j " v'.) ,"-' <!i "" ~ -,.,_ ,'<C.,, -" <o <: v'.) <!i v'.) ~ <!i ~ Gi r i v'.) <!i v'.) <!i '' I' l; 'I I Ii Ii I '' I I Ir TENTATIVE SUBDIVISION MAP CT 01-17 --- INSTALL STAMPED CONCRETE PROPOSED 6" PUBLIC SEWER MAIN @ 2. 0% REMOVE EXISITNG CURB INLET & 78" RCP STORM DRAIN PUB. ST. UGHT----1 2: I MAX R/W 4 • PCC SIDEWALK EXISTING RIGHT-OF-WAY 6" MIN EXISTING STREET LIGHT (@ HIBISCUS CIRCLE CURB RETURN) PROPOSED 18" RCP STORM DRAIN @ 1.0% USE CLASS A WALL PIPE WITH BEVELED ENDS, OR EQUIVALENT. 28' 7' X ----- 56' RW 36' PROP. 'ATER If. 28' INSTALL 6' HIGH MASONRY PERIMETER WALL ~ ~~v JS t.,.. _____ _ 0- -----.A ~~-· -J.----------· ---"'" C;,~~ ~ -~----~:= :~--_;--~ -----2:.~~-x-~~~:::~------;:------_ - 4 51. 0 EX. SJUCTIJRE (TO BE REMQ'r/ED) 200· B . GRO / __.....p"t'-'" 71 :~ PROPOSED RETAINING W, LL ' " • ' ' I X . -Ol--/I • offl-~-X c..,,---'X __J ' ' STORM WA 7FR PREVENTION NOJF: ALL STORM WA 7FR RUNOFF FROM THE PROPOSED BUILDING PAD ARE TO BE FIL 7FRED ON-SIJF PRIOR TO RELEASE ONTO THE PUBLIC RIGHT-OF-WAY OR INTO A PUBLIC STORM DRAIN SYSJFM. , A , r----------------------_ PROPOSED 6' ,l lGH OPEN RAIL ---7------«"~ GARDEN FENr {SEE SECTION A-A BELOW OR SET BACK LOCATION) r ----------------- / Y -------;. --=-·-5() ----"""<------------,✓ :::,;:,~ 20 10 0 20 40 R W SCALE: 1" = 20' 10· 5.5' 2: 1 ~x V PROJECT BOUNDARY 6" TYPE "G" CURB & GUTTER --.______ MINIMUM ROAD SECTION TO BE DETERMINED BASED UPON "R" VALUE TESTS. TW ELEV SEE PLAN ' I --' J' ' I EXISTING GROUND ~ _ , /Ill Ill/--;;;; . 6' HIGH OPEN RAIL GARDEN FENCE PROPOSED PAD FG ELEV SEE PLAN I L 60 R/W JO' 8' 60' If. 30' 22· 22' 2% ---- EXISTING CURB & GUTTER, SIDEWALK R/W 8' TYPICAL SECTIONS STREET 'A' SECTION 'A-A I TYPICAL SECTIONS TAMARACK A VE. N.T.S. N.T.S. N.T.S. I CT0l-017 CDP0l-48 SHEET 1 OF 1 WO. 597-810-400 12 18 2001 c/b REVISED 4/03/2002 clb FOUND IN SUBSTANTIAL CONFORMANCE Michael J. Holzmiller Planning Director Date Recommended by: ____________ _ Date: ______ _ Lloyd 8. Hubbs Date Public Works Director / City Engineer By: Robert J. Wojcik Deputy City Engineer Recommended by: ------------- Date: ------- LEGEND PROPERTY BOUNDARY LOT NUMBER EXISTING CHAIN LINK FENCE FINISHED PAD ELEVATION EXISTING SPOT ELEVATION EXISTING WATER METER EXISTING SEWER LINE EXISTING BROW DITCH EXISTING CONTOUR PROPOSED RETAINING WALL PROPOSED STORM DRAIN PROPOSED CURB INLET PROPOSED SPOT ELEVATION PROPOSED CONCRETE PROPOSED AC PAVEMENT PROPOSED SEWER ENCASEMENT 12 z AVE. I 0, VICINITY MAP NO SCALE 2 53.6 , (44.4) --(W)--@) --(S)-- <:::=J <:=i 44,0 ei ,I:: bl • <o >< L,j 0 " 0 " 0 s; I . I '' l: i I ! \ ! l '. '' \ i '. . ' '' ! 1 '' . ' i: '' i l , I TENTATIVE SUBDIVISION MAP LEGAL DESCRIPTION SHEET 1 OFl 4 • PCC SIDEWALK-6" MIN 3 2 ~ 53.5 -52.6 ~ 7,g77 SF ~ -GROSS & NET o; 8,052 SF -GROSS & NET - 233.82' SUBDIVISION N28"41'57"W 381.78' BOU.Np~¥ l PROP. SEWER--...,_..,. PROP. 'ATER 28' PROP. SEWER ENCASEMENT LEGEND 10' TYPE "G" CURB & GUTTER ..___ MINIMUM ROAD SECTION TO BE DETERMINED BASED UPON ''R" VALUE TESTS • I 20 10 0 20 40 TW ELE:V SEE PLAN i-------SCALE: 1" = 20' V PROJECT BOUNDARY I I _, w I I 5' GARDEN WALL OR EQUIVALENT PROPOSED PAO EXISTING GROUND~- !Ill !!ll:::::Nff __ FG ELEV SEE PLAN PLANTER WIDTH {W) EQUALS RETAINING WALL HEIGHT TYPICAL SECTIONS STREET½' SECTION ½-A' N. T.S. N. T.S. ~ A----------------lr'-11~ 80.01' 5 EX. STRUCTURE 5 4. 3 (TO BE REMOVED) 8,480 SF GROSS & NET 'A, 60 30' 8' 5' 147.97 \ EXISTING RESIDENCE 60' fl. 22' 2% PROPOSED GARDEN WALL PROPOSED RETAINING WALL 30' 22' 2% EXISTING PAVEMENT EXISTING CURB & GUTTER, SIDEWALK 8' 5' BY:------------------------- SUBDIVIDER ENGINEER OF WORK b~A,lnc. land plamlng, -Civil engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 RONALD L. HOLLOWAY RCE 29271 PROJECT INFORMATION STREET ADDRESS: 625 TAMARACK A VE. ASSESSOR'S PARCEL NUMBERS: A.P.N. 206-042-27 SITE ACREAGE: DATE DATE GROSS ACREAGE: 1.54 ACRES NET ACREAGE: 1.42 ACRES EXISTING ZONE: R-1 ~-GENERAL PLAN: RLM NUMBER OF LOTS: 5 LOTS LOT SIZE: 7,977 S.F. -10,674 S.F. CONTOUR INTERVAL: 1 FT. TOPOGRAPHIC SOURCE: FIELD TOPOGRAPHY -BHA INC. 12-04-01 EARTHWORK QUANTITIES: CUT: 100 C. Y. FILL: 7200 C. Y. AVERAGE DAILY TRAFFIC: AVERAGE DAIL y TRAmc: 10 ADT PER UNIT X 5=50 ADT (EXISTING) SEWER: CARLSBAD MUNICIPAL WATER DISTRICT WATER: CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT GAS&ELECTRIC: SAN DIEGO GAS & ELECTRIC COMPANY TELEPHONE: PACIFIC BELL TELEPHONE COMPANY CABLE: ADELPHIA CABLE COMPANY CONSTRAINTS INFORMATION IMPORT: 7100 100% OF THE SITE HAS BEEN DISTURBED BY THE AGRICULTURAL FARMING & FRUIT/FLOWER STAND OPERATION. THERE IS ONE HOUSE & OUT BUILDING STILL ON PROPERTY. BENCHMARK CITY OF CARLSBAD FB 19 PAGE 46 BENCHMARK FOUND SPIKE@ NE C. Y. CURB RETURN OF GARFIELD A \£1j14,'ii>-<11'4.ll./.ll.:1;-,<"-",l;,&,IJ.J.I..-----------I EL: 47.02 DATUM: USGS ASSOCIATED SOILS ENGINEERING, INC. TYPICAL SECTIONS TAMARACK A VE. 3320 AIRPORT WAY LONG BEACH, CA 90806 Ph: (562) 426-7990 N. T.S. ;flBELIM!N!\R)'.GEQJl::GHNf9itJt.lVESTIGATLP. N ---. . " .. ' . . ' . --. -. ,_' ~-- Proj. No.: .;Ls;,;, Date: 1.2Aa-.01 . Plate: A