Loading...
HomeMy WebLinkAboutSDP 06-01; MAST/WORTHING PROJECT; Site Plan. I I I I '2!1 ::,I ;: ___ ~ _ .j!_L_ __ -,. __ _J..}--"flN°"ISH"'-'-FLO"""'OR'--"'B2J..7"--6 __ 1 PROPOSED/ -.- '"""'" SECTION "Q"-"Q" SCALI' HORZ. / VERT. 1'•10' ALL SECTION "P"-"p" SCALE" HORZ. / VERT. 1 •~1 O' IMPERVIOUS AREA TABLE CURRENT IMPERVIOUS AREA• 3770 S.F. <0.09 ACRD PROPOSED IMPERVIOUS AREA• 7648 S.F. <0.18 ACRD NET INCREASE IMPERV!DUS AREA, 3878 S,F', <0.09 ACRE) UTILITY SERVICE REQUIREMENT$ I) SE.iER• 2 UNITS X 3,5 PERSONS X 80 GAL/PERSON-DAY = 0,00056 MGD MAST/WORTHING PROJECT SDP 06-01 SHEET 1 OF 2 I I ' ____ 1. ----, __ -.,J ·----40•-.-40-1 I I 9L 1 : 1---14±·~• ~•--• ,......,11 ±'--I I I I' I I I I I I ---+ ~ ---!,,' ---s;+"l--~'r---~ --1\ I "'" I \-4 I\_ : I L EX. AC PVMT : EX. I I I OAK A VENUE IS A AL TERNA TE DESIGN STREET. I 1 TYPICAL SECTION: OAK AVE. 1 NOT TO SCALE GROUIN PRELIMINARY GRADING QUANTITIES EXCAVATION 57 C.Y. COMPACTED FILL 399 C,Y, IMPORT 342 C.Y. REMEDIAL EARTHWORK QUANTITIES REMOVAL AND RECOMPACTION 510 C.Y. APPLICANT AND OWNER DEAN MAST AND BROOKS \.IDRTHING 690 CARLSBAD VILLAGE DRIVE SUITE 201 CARLSBAD, CA 92008 TELE• 760-729-3865 ENGINEER OF WORK: AQUATERRA ENGINEERING INC, 1843 CAMPESJN□ PLACE OCEANSIDE, CA 92054 TELE• 760-439-2802 SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF STRUCTURE-TOP ELEVATION, TOP OF WALL ___ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, FINISH FLOOR ___ FF ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRAQE ___ FG ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ___ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ___ ,FL APPLICATION DESCRIPTION THIS EXHIBIT IS TO ACCOMPANY AN APPLICATION FDR A SITE DEVELOPMENT REVIE\.I RELATED TD A SINGLE DETACHED APAR TMENT PROJECT ON A 18,154 S,F, LDT CURRENTLY OCCUPIED BY AN EXISTING SINGLE FAMILY RESIDENCE. LEGAL DESCRIPTION THE NDRTH\.IESTERLY HALF OF LDT 4 OF TRACTS 114 AND 120 OF CARLSBAD LANDS, PER MAP ND, 1744 1661, RECORDED JANUARY 3, 1923, ALL IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, APN• 205-020-28 SITE ADDRESS 1095 OAK AVENUE, CARLSBAD CA 92008 SITE AREA I) SITE AREA• 0,42 AC, (NET AND GROSS) SOURCE OF TOPOGRAPHY , TOPOGRAPHY SHO\.IN ON THESE PLANS \.IAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON, JUNE, 2005 BY MELCHIOR LAND SURVEYING , TOPOGRAPHY SHD\.IN HEREON CONFORMS TD NATIONAL MAP ACCURACY STANDARDS, SERVICE AGENCIES \.IATER1 CARLSBAD MUNICIPAL \.IATER DISTRICT <760-438-2722) SE\.IER• CARLSBAD MUNICIPAL \.IATER DISTRICT <760-438-2722) SCHOOL• CARLSBAD UNIFIED SCHOOL DISTRICT <760-729-9291) UPERVIS!DN or, _ ~~"--);,---__ _ __ DATEJ/J-,J~7 2) FIRE FL0\.11 4250 GPM, 4 HOURS 3) DOMESTIC \.IATER1 2 UNITS X 3.5 PERSONS/UN!Tx 150 GAL/ROOM X DAY/24HRS X HRS/60 MIN. = 0,73 GPM GA/IPSKA RCE 23080 EXPIRES 12/31/07 4) PEAK DOMESTIC \.IATER• 0.73 GPM X 2= 1.46 GPM PLOT DATE• 1/17107 (j) D -t> 0 re, ' 0 \ \ / 'I I ✓__JI I \ X / / I [P F'CHAINU~ CONC / I \ 1EEll€E ,--I ' I 8"1REE / I I EXIST. lll l / : 1 STORY \ ': -----\ !CHL~D-;~ DRIVE / x ---HOusr-----' I -Im 2''IP \ OVERHANG I/ ----) I I • 1[8294) I I I I ER PM 12 9, \ GRASS (TYP)------..: _ _ I I r-------,-;~_c::---::..___,~=i>\1' 14616, 154 0, )6"TREE I 1/ --) j : [83;:i ----~ / (82.52) MA xi / r ____ J / I / /~ ',I _,,/ /1 /..----~~ /i "--I ( .,W-~'-._I I / rl~'> "),(ef§;.I),, I EX. GARAGE I (8227~26'°'o)--+__:__:::~~~----=:c:-r4---;::;----=-~(B2?j.9Bfil_,)A' ----, l ..----,r' .,, I 2799, ~16, 15944 UJ ' ----(liJ}--81.--{:0Ne:-SllltWALK 'I / I I ,/ \ I (82.73) -----------I --I CONC / rf ,/ L ________ _J I : E~ WOO;\ EX. CDNC. DRIVEWAY 18"1REE I I SHED (BJ.25) • IO"PALM IO"PALM • DIRT I I I 81.12) • (82.44) ~I ~~~!:111 f--~-----,=,,..-=--._J EP EX. WOOD HEDGE I • (82.41) I I I I I '---I ----I I -::, ,:i ""1 ~ ii -I ~I -1 I (81.25) I (80.73) I BO.OB TC FD L&D 79.49 fl DIV HWY TOP Of CU B FD PK NAIL 'ER PM 12799, 14616, 15944, & 17290 10 0 11 a a PER PM 12 9 20 39' UP HANDICAP RAMP-.._ ~ 10 I UP / / / / il!R-T ....___ ----- FD l"IP DIV HWY PER PM 12799 78.67 TC 7803 fl CURB . ± ~ (80.47) • DIRT i!l E~ GAS METER TO REMAIN EX. SEWER C.O. (RAISED TO NEW GRADE) 8"1REE TD BE REMOVE i-~~ (X. CONC. WA (TO BE REMOVED EX. STE [81.76,)._ ~~(82.78) STEPS TO BE REPLACED f--\r--! 1 STORY RESIDENCE (iiiG) (TO REMAIN) ' Ff (82.76) FG 80.60 .sg) APN: 205-020-29 ~ # '-'l'l / ~~ xr5• ~~~flNK ,i / (80,95 X (8060 . .._ __ __., I , "la_ (8052) X --/ (8081) --.,.;, 2.0~ t'FG 79.50 W ,, If mo------,. --a .. ~.. --~---- '-._ ..__,,_ tC 8 ,0 ..__,,_ \ \ EX. DIRT X 0 -B .4/J::--~- (80.1 3) :;i ~, \ tC .., J8014) 4: \ ~~-4 • J X " 179.71) r~• e 54"1REE [80 97) , '\ • / '-,. _ 1.57 ~'f ~ --e'-----'"W\./ 1 --'--~ -/2 ---= =-~ e----r- "- [8054)0 "-s " " " " ifALk (B0.29 " BERM \ ~X. AC BERM --Ber--79.66) LOT 3 MAP 1744 EX. AC PARKING AREA (79.16) • \ \ BERM \ \ i:l POR LOT 4 tC .__"7'..TRACTS 114 AND 120 CARLSBAD LANDS MAP NO . 1744 ~ •(80.36) E . DIRT PROPOSED PROPOSED RESIDENCE PATIO I~ Ff 83.20 ~FS~a,=.20~"'-! -(BOJ --_ i\rs B,1.17 t --- / ----- 'e-:,;,...,.,.-=,:----,.-----~~,,.,JJ:..?J!:·OJ:.._____s ~ (78Bgj G 8 .70 FG 82.7 · (79.35) EiLJ' W80NRY WAU I EX. AC BERM EX. C C. SWALE [78.54) 1 I I I 118.141. I I ()BJJ) PRELIMINARY GRADING ANO DRAINAGE PLAN SCALE: 1 "...-1 01 I I xi I I xi I I SHED l(""= [82.75) (8135) 4' CHAINLINK FENCE TO REMAIN I ~~ (BO.BS) ..__,,_ EX. 'GIJICE lsrnucruRE 1- EX. CONC. SIDEWALK AC F.F. (78.72) • • / X (B2J2)0 MAST /WORTHING SDP 06-01 SHEET 2 OF 2 (82.19) ----/ PROJECT DIRT ( [B2.65r - \ \ \ 5'CHAINLINK FENCE"'\ X X • (81.55) /(,co) / (81.1 ~ HOR GRASS DR TURF LINED OPTION OVER LANDLOK TURF REINFORCEMENT 1-=P-f ij • RIABLE SLDPEs,-- //@DETAIL: GRASS LINED DRAINAGE SWALE / N □ SCALE / NOTES, / I) PLACE 3 ANCHORS PER SQUARE YARD □F MATERIAL / 2) FDR GRASS DR TURF □PTI□N, INSTALL LANIX.DK / DIRT TRH 450 TURF REINFORCEMENT MAT. --- LOT 4 WALK (1g.10) • "' 12" X 12" PIASTIC SQUARE GRATE S PE TO DRAIN (~ MIN.) COMPACTED SOIL / COMCRETE HAROSCAPE '---NOS 12" LOW PROFlLE ADAPTER '"---NOS UNIVERSAL OUTLET ~-PVC SANITARY TEE ~ ....,..--PVC PIPE D-"'7-_,-,...-CRUSHED STONE I IN LINE CONNECTION NOT TO SCALE • "' 12" X 12" PIASTIC SQUARE GRATE S OPE TO DRAIN (2J MIN.) COMPACTED SOIL / CONCRETE HARDSCAPE !.'---NDS 12" LOW PROFlLE ADAPTER --Nos UNIVERSAL ounrr ~-f'IC ELBOW !:;:~;;;,«~~ PVC PIPE 1" CRUSHED STONE UPERVISl □N or, I END CONNECTION NOT TO SCALE B DETAIL: CATCH BASIN 2 ND SCALE PLOT DATE, 1/17/07 LJ) C, 0 0 ~ t 0