Tooker Family Residence

110 25 90 E B M U D (N) POP-UP DRAIN + DRAIN ROCK BASIN DISCHARGE OF SURFACE DRAINS AND DOWNSPOUTS - SHEET FLOW ACROSS LANDSCAPE NOTE: SEE SHEET S2.0.1 FOR FOUNDATION + RAIN WATER DRAINAGE DESIGN 143.57' 20"/24" LIVE OAK (E) 6 FT SOLID WOOD FENCE 10'-9" 4'-3" 6" BAY NEW WINDOW BAY 6" WALNUT 46' 0" +/- (E) 6 FT SOLID WOOD FENCE 9'-9" 5'-3" (E) LANDSCAPE TRAIL R.O.W. AVE. AVE. 90.1 sq ft (N) 353.5 FF MATCH (E) ADDITION 715 SF 20"/24" LIVE OAK NEW COVERED PORCH 8'-9" 6'-3" (N) LAND'G R = 1414.62 28.2' EL. 351.76 20"/18" LIVE OAK BY SURVEY 15'-0" REAR YARD 35'-0" +/- 9'-0" SETBACK 25.9' PEDESTRIAN AC BY SURVEY TRAIL EL. 351.63 R E G I O N A L T R A I L LAWTON (E) LANDSCAPED YARD AREA MEMORIAL BENCH D = 5 deg. 55' 53" L = 146.65' 4" PLUM (E) GATE 8" MAGNOLIA 24" PINE (E) 4 FT OPEN WIRE FENCE at TOP OF BANK TOP. 351.07 (E) OPEN RAILING FENCE TOP. 351.13 4 A1.0 FOOTING DRAIN DISCHARGE (TYP) - AT TOP OF BANK TOE 328.47 TOE 328.14 C R E E K TOE 328.39 TOE 326.96 10'-0" MIN WRAP PIPE W/ GEOTEXTILE DRAIN FABRIC + COVER w/ JUTE MESH STEEL ANCHORS (4) - SECURE PIPE TO BANK 4 4" dia (MIN) NDS SCHED. 40 TIGHTLINE DRAIN PIPE SLOPE 2% - POSITIVE DRAIN TEE FITTING - SOLVENT WELD ALL JOINTS 4" dia (MIN) NDS PERF DRAIN PIPE - SET HOLES-DOWN CAPPED ENDS - SOLVENT WELDED DEPTH - AS REQ'D. EXTENDED FROM FTG. DRAINS at 2% 4" dia (MIN) NDS SCHED. 40 TIGHTLINE DRAIN PIPE SLOPE 2% - POSITIVE DRAIN S U B D R A I N - D I S C H A R G E NTS 857 Birdhaven Court Lafayette, CA 94549 925-283-2405 10'-0" SIDE YARD SETBACK (E) 353.5 FF EXISTING RESIDENCE 1,450 SF EL. 352.00 (E) LANDSCAPED YARD AREA TOP. 351.19 BY DEBOLT ENGINEERING SURVEY 70'-0" 17'-0" DEEP CHANNEL(2x 24.5') = 49'-0" CREEK SETBACK 108.31' COPYRIGHT HERTEL ARCHITECTS ALL RIGHTS RESERVED S 35 deg. 25' 10" E (E) FENCE+GATE 15.1' BY SURVEY SHEET FLOW DIRECTION EL. 352.24 EL. 352.47 SETBACK YARD ENTRY/ LAUNDRY ADDITION 80 SF FRONT (E) LANDSCAPED YARD AREA 20'-0" NEW ENTRY PORTICO (E) A.C. DRIVEWAY (N) BRICK WALKWAY EL. 352.96 (E) PORCH EL. 352.90 BY SURVEY EXISTING GARAGE 432 SF EL. 351.71 EL. 351.55 20.0' (E) CONC. APRON 24"x42" CB EL. 352.20 BY SURVEY EL. 351.33 18.1' TOP OF BANK - BY SURVEY EL. 350.40 TOP MULTI-STEM BUCKEYE TOP. 351.13 53.8' BY SURVEY PANTRY ADDITION (INTERIOR) 47 SF TOE 327.25 + 21'-0"= 70'-0" TOE OF SLOPE - BY SURVEY N 48 deg. 28' 40" E TOE 326.69 L A S T R A M P A S VARIES VERIFY 12" NDS 620 6" POP-UP EMITTER (GREEN) w/ UV INHIBITOR SOIL FILL 4" dia (MIN) SCHED. 40 NDS TIGHTLINE DRAIN PIPE at 2% MIN. SLOPE TO DOWNSPOUTS NDS 1/4 BEND SEWER DRAIN ELBOW w/ 2x 1/4" WEEP HOLES 2" CRUSHED ROCK FILL DRAWN DATE 10-4-16 Permit Issue REVISIONS 1 2-6-17 Structural Plan Check response 2 3-19-17 Structural Plan Check response 3 9-30-17 PARCEL CORRECTION S 60 deg. 20' 50" E G L E N S I D E D R I V E R.O.W. 25'-0" GRAVEL PATHWAY EDGE OF PAVEMENT BRIDGE 119.41' 5 D O W N S P O U T E M I T T E R NTS CONSULTANTS 1 S I T E P L A N 1/16" = 1'-0" REF NORTH D R A W I N G L I S T P R O J E C T D A T A PROJECT SUMMARY ARCHITECTURAL A1.0 SITE PLAN, DRAINAGE 1/16 = 1-0 : A1.1 EXISTING/DEMOLITION FLOOR PLAN 1/4 = 1-0 A1.2 EXISTING/DEMOLITION ROOF PLAN - 1/4 = 1-0 A1.3 EXISTING/DEMOLITION ELEVATIONS - 1/4 = 1-0 A1.4 EXISTING/DEMOLITION ELEVATIONS - 1/4 = 1-0 A2.0 REVISED FLOOR PLAN - 1/4 = 1-0 A2.1 REVISED ROOF PLAN - 1/4 = 1-0 A2.2 REVISED REFLECTED CEILING PLAN - 1/4 = 1-0 A2.3 DOOR + WINDOW SCHEDULE - 1/4 = 1-0 A3.0 REVISED EXTERIOR ELEVATIONS - 1/4 = 1-0 A3.1 REVISED EXTERIOR ELEVATION, SECTION - 1/4 = 1-0 ELECTRICAL E1.0 TITLE 24 REPORT NTS E2.0 ELECTRICAL PLAN, LIGHT FIXTURE SCHEDULE - 1/4 = 1-0 STRUCTURAL S1.0 STRUCTURAL STANDARDS, SPECIFICATIONS SCALE AS NOTED S2.0 FOUNDATION PLAN - 1/4 = 1-0 S2.1 ROOF FRAMING PLAN - 1/4 = 1-0 S3.0 STRUCTURAL / ARCHITECTURAL DETAILS 1 = 1-0 CIVIL C1.0 SURVEY, CREEK SETBACK DETERMINATION 1 = 10-0 I M P E R V I O U S IMPERVIOUS SURFACES Tooker, 3288 Glenside Drive EXISTING IMPERVIOUS SURFACES S U R F A C E S Existing Added Removed Net Impervious Impervious Impervious Impervious Surface Surface Surface Surface Existing Residence 1,450 SF 1,450 SF Garage footprint 432 SF 432 SF Covered Entry Porch 93 SF - 93 SF 0 SF Entry Walk 107 SF - 107 SF 0 SF Covered Porch rear 210 SF 210 SF Brick Patio rear 175 SF 175 SF Existing AC Driveway 1,150 SF 1,150 SF Total Existing Impervious Surfaces 3,617 SF - 200 SF 3,417 SF Address: 3288 Glenside Road, Lafayette, CA 94549 Legal Owners: Kyle + Millie Tooker APN: 234-220-002 Parcel Size: 15,000 SF (0.34 Acre) Zoning: City of Lafayette: R-10 Required Existing Required Setbacks: Front-yard: 20 ft 20.0 ft Rear-yard: 15 ft 38.17 ft Sideyard (minimum): 10 ft 15.1 ft Sideyard (aggregate) 20 ft NA Existing Encroachment into Creekside Setback Creekside Setback by Survey per City Engineer certification Height: (new addition) Maximum: 35 ft 15 ft Parking: Fire Protection: Fire Sprinklers 2 stalls (10-0 x 20-0 ) located inside building setbacks Covered or Uncovered CCCo. Consolidated Fire Not required Building: Contra Costa County, 2013 CBC / RBC Occupancy: R-3 Single Family Residential, Detached U Private Garage, Attached Stories: 1 Story/Basement Construction Type: Type V-N Siding: Painted Wood Siding Roofing: Composition Shingle Roofing FLOOR AREA Existing Added Existing Gross Floor Area Floor Area Floor Area Floor Area (Gross) (Gross) (Removed) (Final) LIVING AREA (Conditioned) Main Floor: 1,450 SF + 842 SF - 0 SF = 2,292 SF Total Living Area: 1,450 SF 842 SF - 0 SF 2,292 SF ACCESSORY Existing Garage: 432 SF + 0 SF - 47 SF = 385 SF Total Garage Area: 432 SF 0 SF 47 SF 385 SF GROSS FLOOR AREA: 1,882 SF + 842 SF - 47 SF 2,677 SF 15 274.95 1 1 N29^41 30"E 139.95 1 15.48Ac. 16.44Ac. N60^18 30"W P.G. & E. CO. 136.3 R/W A B 136.3 164.37 139.95 S29^41 30"W.02Ac. 131.28 S29^41 30"W 22.14 256.28 27.00 1 66.70 RANCHO LAGUNA DE LOS PALOS COLORADOS LOTS 20 & 21 S60^18 30"E 79.81 18.402Ac. ST. MARY S ROAD NOTE: THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE INFORMATION DELINEATED HEREON. ASSESSOR S PARCELS MAY NOT COMPLY WITH LOCAL LOT SPLIT OR BUILDING SITE ORDINANCES. 51.20 35 35 N56^56 E 45.87 140-0-34 1-4 17.458Ac. 9.19 RECORD OF SURVEY 236.03 115 62.21 94.10 125 S60^18 30"E N53^53 W 94.71 125.80 125.79 125.80 08.44Ac. PB 239 225.28 N29^41 30"E 225.85 N29^39 55"E 21 07.56Ac. 31 L.S.M. 38 1-26-65 SEE PAGE 29 211.72 06.54Ac. 220 197.50 05.48Ac. 125 125 S60^20 05"E 183.45 S29^39 55"E 161.46 04.54Ac. 156.46 ST. MARY S LAS HUERTAS RD. PROPERTY BOUNDARY PER ORIGINAL SUBMITTAL - IN ACCORDANCE w/ ASSESSORS PARCEL MAP 164.96 N31^02 E 1"=100 03.40Ac. W COR. 461 OR 96 R=1414.62 GLENSIDE DRIVE PROPERTY BOUNDARY AS SURVEYED ROAD PB 236 23 02.35Ac. N48^28 40"E 108.94.09Ac. 30.03 01 N80^06 W 168.11 220 1960 ROLL ASSESSOR S MAP 27 BOOK 234 PAGE 22 CONTRA COSTA COUNTY,CALIF PROJECT TITLE Remodel of the Tooker Family Residence 3288 Glenside Drive Lafayette SHEET TITLE Site Plan SCALE 1/16" = 1'-0" NEW IMPERVIOUS SURFACES 3 A E R I A L V I E W Building footprint + 795 SF 795 SF Entry Porch + 68 SF 68 SF Entry Walk + 127 SF 127 SF M.Bed Covered Porch + 110 SF 110 SF Bedroom-2 Landing + 16 SF 16 SF TOTAL 3,617 SF + 1,116 SF - 200 SF 4,533 SF 2 A S S E S S O R ' S P A R C E L M A P NET ADDED Impervious Surfaces + 1,116 SF - 200 SF + 916 SF SHEET A1.0 OF SHEETS