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HomeMy WebLinkAboutCDP 02-24; ST. CLAIRE RESIDENCE; Site PlanI _/ ,,---PROPOSED 0-75 / (l TYPE B BROW DITCH '<>¼<o~ ~ A_.J..'<"'q-,'1' t1><f8' PROPOSED GRADE PAD EL=72' ---t .. -_, B 1 I EXISTING P IL----.: CONSTRUCT BERM AT--- TDP OF SLOPE BACKYARD SECTION NOT TO SCALE 206-192-37 PARCEL2 MAP 10175 '' ' // I I I [J) I J( //,/ /1/~' /1// 1/~ / -========·=--·------. ·~A P P-R O V Eiil nus Is THE Al'l'ROVBD TENTATIVE MtJ>tsrrs I PLAN ,~e!R oo~m,1·11,JN': :o. 7 CF PLANNING COM:M!SSION R;;SOLUT!ON NO. S.\ i"E;" , EXISTING EASEMENT FOR SHARED ACCESS AND, IF APPLICABLE, UTILITIES PER "RECIPROCAL ACCESS AND DRIVEWAY AND UTILITY MAINTENANCE AGREEMENT." EASEMENTS LABELLED 2 ANO 3. I GRAFHIC SCALE i "=20' 'r.EJ- 0 LEGEND: PROPERTY BOUNDARY LINE EXISTING EASEMENT CENTERLINE CUT/FILL LINE LIMIT OF GRADING PROPOSED CONTOUR EXISTING CONTOUR 2: J CUT SLOPE 20 PROPOSED MASONRY RETAINING WALL PROPOSED BUILDING STEM WALL PROPOSED DRAINAGE DITCH PROPOSED CONCRETE DRIVEWAY 40 PROPOSED 3" PVC STORM DRAIN & AREA DRAIN PROPOSED SPOT ELEVATION PROPOSED WATER SERVICE PROPOSED SEWER LATERAL PROPOSED SEWER LATERAL PROPOSED WATER LATERAL PROPOSED RIP RAP ENERGY DISSIPATOR EXISTING FIRE HYDRANT EXISTING CURB GUTTER AND SIDEWALK EXISTING WATER EXISTING SEWER EXISTING STORM DRAIN PROPERTY INFORMATION: ASSESSOR'S PARCEL No. (SOUTH LOT) PROPERTY ADDRESS: ZONE DESIGNATION: FRONT YARD SETBACK REGUIREMENT: CORNER SIDE YARD SETBACK REQUIREMENT: INTERIOR SIDE YARD SETBACK REGUIREMENT: REAR YARD SETBACK REGUIREMENT: SITE AREA (SOUTH LOT) EO --- ·--- 1 "' "' 255 255 :f'. '.i'. :f'. c:::::::> c:::::::> 1• ........ ~_· .. 1 -------------□ 160.0 BW 162.0 TW ----® ---~@ --s-- --w-- +0-1 --w--- ---s-~- 206-192-38 45BB ADAMS STREET R-1 20 FEET MINIMUM 10 FEET MINIMUM 10 FEET MINIMUM 20 FEET MINIMUM 27. 718 S. F. SCHOOL DISTRICT SEWER DISTRICT WATER DISTRICT LOT COVERAGE (SOUTH LOT) CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD MUNICIPAL SEWER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT 7.81' ESTIMATED EARTHWORK QUANTITIES &50-tte& CUBIC YARDS EXCAVATION (CUT) 100 CUBIC YARDS EMBANKMENT(FILL) 7$01999 CUBIC YARDS EXPORT* (CUT) * ESTIMATE DOES NOT INCLUDE STRIPPINGS. UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS REMEDIAL GRADING: THE CUT PORTION OF THE CUT/FILL PADS SHOULD BE UNDERCUT TO A SUFFICIENT DEPTH TO PROVIDE A MINIMUM OF 3 FEET COMPACTED FILL MAT BELOW FINISH GRADES. SEE SOILS REPORT EARTHWORK QUANTITIES ARE ESTIMATED FDR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). OWNERS STATEMENT: I IEREBY CONSENT TO THE PIS COASTAL DEVIELOPIIENT PcRMIT J;,,, /// _//<---~3 ~BE KaLY DATE: "1 ~ ..... ~ (\J ,,; i!f i ~ Ir ~ "" ~ SHEET {\J 0 "' 00 {\J 0 '-{\J ., '--" '--------" 1 . 0 {\J II , - OF 1 SHEETS Thu. Jun 12,2003 Server jo/J files 975new.pro PE 975