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Combined Set_31.pdf03 N A.F.F. Above Finished OPP. Floor APPROX. Approximate BLDG. Building CAB. Cabinet CLG. Ceiling CLR. Clear COL. Column CONIC. Concrete CONT. Continuous CTR. Center DTL. Detail DIA. Diameter DIM. Dimension DN. Down DWG. Drawing (E) Existing EA. Each EQ, Equal EXT. Exterior F.E.C. Fire Extinguisher Cabinet FLUOR. Fluorescent F.O.S. Face of Studs FURR. Furring GA. Gauge GYP. Gypsum HDWR. Hardware HT. Height 1. D. Inside Diameter INT. Interior LAM. Laminate MAX. Maximum MFR. Manufacturer MIN. Minimum MISC. Miscellaneous MTD. Mounted (N) New N.I.C. Not in Contract No. or # Number N.T.S. Not to Scale 0. C. On Center OPP. Opposite REQ'D. Required RM. Room STD. Standard STOR. Storage SUSP. Suspended TYP. Typical U.O.N. Unless Otherwise SYMBOLS Noted V.I.F. Verify in Field W. Width SYMBL ROOM NAME ROOM NAME & NUMBER 100 0 DOOR SYMBOL DETAIL SYMBOL—SEE ELEVATION AND DETAIL SHEETS DRAWING NUMBER SHEET NUMBER DIMENSIONS FROM FACE TO FACE REVISION (CLUDED AROUND EXTENT OF REVISION) ON I II 11 - I I 111 n LC A TInu N MAP MI �, � rryi„i•i- '�'.,`!c NF1 - o rxl� +A i K o- i l � �NBG4otrllDrx � � r r F ZI. .'.at141 •'j ' r:lT lr!•:fi�n � I+wrN e JI•! z o gle 1 SH -112 WN \ I - \ EXISTING FLOOR AREA 1. CONSTRUCTION OF A NEW 2—STORY SINGLE FAMILY HOUSE WITH PROJECT ADDRESS: NORTH ARROW TOTAL OF 2,082 LIVING AREA & AN ATTACHED 2—CAR GARAGE FIRST FLOOR: 1,231 ALIGN 2. CONSTRUCTION OF A NEW 64 S.F. COVERED FRONT PORCH ZONE DISTRICT: 2—CAR GARAGE: 423 3. CONSTRUCTION OF 321 COVERED PATIO ASSESSORS PARCEL # ELEVATION 4. CONSTRUCTION OF 391 COVERED BALCONY LOT NET AREA: REFERENCE 1,276 S.F. TOTAL: 2,505 SYMBOLS 5. RELOCATE EXISTING ELECTRICAL METER AND GAS METER PER NEW NO. OF STORIES: 2,505/5,569 = 45% CONSTRUCTION A-001 6. INSTALL AN AUTOMATIC FIRE SPRINKLER SYSTEM FOR ENTIRE HOUSE SITE PLAN CONSTRUCTION TYPE: 7. MECHANICAL, PLUMING AND ELECTRICAL WORKS PER NEW A-002 06 CONSTRUCTION LC A TInu N MAP MI �, � rryi„i•i- '�'.,`!c NF1 - o rxl� +A i K o- i l � �NBG4otrllDrx � � r r F ZI. .'.at141 •'j ' r:lT lr!•:fi�n � I+wrN e JI•! z o gle 1 SH -112 WN \ I - \ EXISTING FLOOR AREA PROPOSED FLOOR AREA FIRST FLOOR: 1,078 S.F. FIRST FLOOR: 1,231 S.F. DETACHED GARAGE: 198 S.F. 2—CAR GARAGE: 423 S.F. SECOND FLOOR: NONE SECOND FLOOR: 851 S.F. TOTAL: 1,276 S.F. TOTAL: 2,505 S.F. FLOOR AREA RATIO: 2,505/5,569 = 45% COVERED FRONT PORCH = 46 S.F. 4 COVERED 1ST FLOOR PATIO = 321 S.F. LOT COVERAGE: 46 (PORCH)+321 (PATIO)+1,654 (1ST FLR.)+ 391 (BALCONY)/5,569 = 43.3% 10385 MORETTI DRIVE CUPERTINO, CA 95014 RES LOW 1-5 375-14-013 5,569 S.F. 2 PRJECTDIETRY OWNER TIANYU XIE & JIANG WU 10385 MORETTI DRIVE CUPERTINO, CA 95014 T: 570-541-8134 CONTACT: TIANYU XIE jinjincu2014@gmail.com LAND SURVEYOR WEC & ASSOCIATES 2625 MIDDLEFIELD ROAD, #658 PALO ALTO, CA 94306 T: 650-823-6466 CONTACT: ED WU ARCHITECTURAL DENG DESIGN STUDIO P.O.BOX 1834 DANVILLE, CA 94526-6834 T: 510-331-6059 CONTACT: JEREMY DENG dengdesignstudio@gmail.com LANDSCAPE JENNA BAYER GARDEN DESIGN, INC. 1954 OLD MIDDLEFIELD WAY. SUITE B MOUNTAIN VIEW, CA 94043 T: 650-988-9600 CONTACT: DIRK MOYER BUILDNG CODE ANALYSIS ®RWNG INDEX ALL WORKS SHALL CONFORM TO FOLLOWING CODES: ARCHITECTURAL 2016 C.R.C.; 2016 CMC; 2016 CPC; 2016 CEC; 2016 CFC; AND 2016 � CALIFORNIA ENERGY CODE; 2016 CALGREEN STANDARD CODE; AS AMENDED G-1 TITLE SHEET BY THE STATE OF CALIFORNIA AND THE LOCAL GOVERNMENT ARE C-0 BOUNDARY & TOPOGRAPHIC SURVEY APPLICABLE TO THIS PROJECT. A-001 L0w SITE PLAN CONSTRUCTION TYPE: V—B A-002 06 FLOOR AREA RATIO DIAGRAMS A-100.1 FIRST FLOOR PLAN OCCUPANCY: R-3 & U A-100.2 SECOND FLOOR PLAN A-400.1 BUILDING EXTERIOR ELEVATIONS BUILDING HEIGHT: 28' (ALLOWABLE MAX. HT) A-400.2 BUILDING EXTERIOR ELEVATIONS A-500 BUILDING SECTIONS MIN. FRONT YARD DEPTH: 1ST FLOOR = 20'; 2ND FLOOR = 25' MIN. REAR YARD DEPTH: 1 ST FLOOR = 20'; 2ND FLOOR = 25' LANDSCAPE LP -1 LANDSCAPE & IRRIGATION DESIGN PLAN MIN. SIDE YARD WIDTH: 1 ST FLOOR = 5' EACH SIDE (INTERIOR LOT) 2ND FLOOR = MIN. 10' (INTERIOR LOT) COMBINED (2) SIDES = 25' FIRE PROTECTION: AUTOMATIC FIRE SPRINKLER SYSTEM OFF—STREET PARKING: 2—CAR GARAGE 0 0 CD DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331 .6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO w U z >o � C)Q � wo �z LL] L0w ><00a M =5 C) U 06 3�: E 0 Z U 0 CL Issue & Revisions: Date: PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 Sheet Name TITLE SHEET DEFERRED SUBMITTALS ROOF OVERHANG = 269 S.F. Project No. 150418 GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING (2) COPIES OF EACH By: JD ADDITIONAL ALLOWABLE NET LOT COVERAGE: 269/5,569 = 4.83% LISTED BELOW DEFERRED SUBMITTAL ITEMS TO THE ARCHITECT/DESIGNER OR ENGINEER—OF—RECORD FOR REVIEW FIRST, THEN FORWARD TO THE LOCAL Reviewed: MC BUILDING/FIRE DEPARTMENT WITH NOTATIONS INDICATING THAT THE SUBMITTAL Scale: CONFORM TO THE DESIGN OF THE BUILDING. 10 1. ROOF TRUSS SHOP DRAWINGS (FOR BUILDING DEPARTMENT) Gml 2. AUTOMATIC FIRE SPRINKLER SYSTEM DRAWINGS (FOR FIRE DEPARTMENT) TABLE "A" Residential Single Double Single Family Multiple 16' 18' 22' 24' z w Commercial One way Two Way min 20' max 24' min 24' max 32' WEAKENED PLANE JOINT OR CUT JOINT 1/8- WIDE, 2" DEEP ON 8' O.C. SIDEWALK Pavement to be flush With lip of gutter --- 2' 5' 5/8" Lip 1.5% (2% a SECTION A - A JOI SIDEWALK II NOTES: 1. Concrete driveways not mandatory in industrial zones when sidewalks not constructed. 2. Score marks not to exceed 4'-0" O.C. Use mechanical separator at every other score mark. 3. Finish to be light broom 4. Sidewalk to be replaced when new drive- way is placed. 5. Edge of driveway shall be a minimum of 4' from property line. 6. If on -street parking is permitted, driveway shall be flush with gutter. 7. Running slope shall be 7.5% In no case shaill running slope exceed 8.33%'0 6" commercial or industrial w/ #4 rebar 18" O.G. both ways 5 residential 4" Class 11 Agg. ° o base materia( with a 95% relative compaction DRIVEWAY DETAIL - MONOLITHIC SIDEWALK REVISED 6/2016 CITY OF CUPERTINO STANDARD DETAILS APPROVED BY: DATE:(/'9 PC 1-21 - CITY ENGINEER / i / 12 / P. / II\ / w 10395 MORETTI DR. j j z TYP. / / TYP. / / TYP. SITE PLAN 11'-7" 2ND FLOOR SETBACK 5'-6" 1 ST FLOOR SETBACK 16'-11 1/2" 2ND FLOOR SETBACK 7'-6 1/2" 1 ST FLOOR SETBACK - u - N0023'00'=W = 57.00'- - T20 o T2 0\',T,2 o T2 o T2 o T2 T2 T2 / \l/ \1/ \\ �� \V \41, / \V \1// \J/ \1/0 / 19 812 TYP. TYPE / 2 TYP. T� a _ d T2 / 5'-6" 1 ST FLOOR SETBACK 10'-0" 16 10 \-E 20'-0" 7'-6 1/2" DRIVEWAY CURB CUT 1ST FLOOR SETT 16'-11 1/2" 2ND FLOOR SETBACK MORETTI DR. CENTER LINE OF STREET LEGEND PROPERTY LINE Q EXISTING PUBLIC SIDEWALK d a 44 NEW CONCRETE OR STONE PAVING AREA DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 NEW LANDSCAPING AREA WITH NO TURF AREA, LOW WATER Tel: 510.331.6059 USE PLANTS, AND LOW-VOLUME IRRIGATION SYSTEM PER DENG DESIGN STUDIO RETAINS OWNERSHIP CITY'S LANDSCAPE ORDINANCE (CMC SECTION 14.15) OF ALL DRAWINGS. ANYONE RECOGNIZES X X X NEW OR EXISTING REDWOOD FENCING LINE AT 6'-0" HT. ABOVE SUBJECT TO RE -USE WITHOUT WRITTEN FINISHED GRADE AUTHORIZATION OF DENG DESIGN STUDIO C:1 = DENOTE DIRECTION OF ONSITE DRAINAGE Ln KEY NOTES I / Li / 10375 MORETTI DR. o / / / Y U Q m Y O Cn M CD w N O rnCn w � w F— Q cn w z 2 Ln I 0 0 Scale: 1/8"=l' -O" C) ERELOCATE EXISTING GAS METER TO THIS NEW LOCATION 2❑ RELOCATE EXISTING ELECTRICAL METER TO THIS LOCATION 731 EXISTING WATER METER TO REMAIN ® REMOVE (E) CONCRETE DRIVEWAY AND RE -POUR (N) 20'-0" W. CONC. DRIVEWAY AS REQ'D. PROVIDE CONTROL JOIN @ EVERY 10'-0" IN EACH DIRECTION. SEE STRUCTURAL ENGINEER DWGS FOR CONSTRUCTION DETAILS (E) SIDEWALK TO REMAIN. REMOVE/REPAIR BROKEN OR UPLIFT SIDEWALK AS REQUIRED © (N) CONC. OR STONE PAVED WALKWAY �7 (N) 1 ST FLOOR ROOF BELOW ® (N) OR (E) LANDSCAPING AREA g❑ (E) +6'-0" HT. FENCE TO REMAIN. EXTEND (E) SIDE FENCING LINE PER NEW CONSTRUCTION AS SHOWN ON THIS SITE PLAN 10 MODIFY (E) ROLLED CURB DRIVEWAY APPROACH PER CITY'S STD. DETAIL 1-21 11 w (N) AC UNIT ON MIN. 4" THICK REINFORCED CONCRETE PAD. PROVIDE MIN. 36" CLEAR SERVICE/MAITAINACE FLOOR SPACE AT FRONT OF UNIT AS REQUIRED C) 12 PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. 10' MEASURED PERPENDICULAR TO THE FACE OF THE WALL AT THAI AREA 13 INSTALL A (N) LEANOUT WITHIN 5'-0" FROM THE FRONT PROPERTY LINE. THE DIAMETER wo OF CLEANOUT SHALL BE THE SAME DIAMETER OF STREET PORTION OF SERVICE LATERAL Of 2;r 14 (N) ROOF DOWNSPOUT LOCATION 15 (N) FRONT STREET TEE (T1). SEE LANDSCAPE DWG LP -1 FOR MORE INFO, THE Ln PROPERTY OWNER SHALL PREPARE AN ADEQUATE PLANTING AREA AND CONTACT THE CITY � AT (408)777-3269 TO ARRANGE FOR THE TREE INSTALLATION >< 16 REMOVE (E) 4"0 STEM UNPROTECTED COLD HARDY MIMOSA TREE cz 17 REMOVE (E) 3"0 STEM UNPROTECTED HARDY SILK TREE 18 REMOVE (E) 5"0 STEM UNPROTECTED CHASTE TREE 19 (N) SCREEN TREE (T2). REFER TO LANDSCAPE DWG LP -1 FOR MORE INFO 20 (E) TREE TO REMAIN 21 (N) ROOF DOWN SPROUT, TYP. 22 (N) SCREENING SHRUBS (T3). SEE LANDSCAPE DWG LP -1 FOR MORE INFO FRONT YARD IMPERVIOUS SURFACE AREA CALCS i6 REQUIRED FRONT YARD AREA MAX. ALLOWED IMPERVIOUS SURFACE AREA PROPOSED IMPERVIOUS SURFACE AREA E 57'x20' = 1,140 S.F. 1,140 x 40% = 456 S.F. 441 S.F. Z U a) NEW LANDSCAPING AREA TOTAL OF NEW LANDSCAPING AREA, INCLUDES FRONT YARD + SIDE YARD + REAR YARD = 2,228 S.F. Issue & Revisions: Date: NOTE: REFER TO LANDSCAPING DRAWING FOR LANDSCAPING DESIGN AND IRRIGATION SYSTEM INFO PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 w U z w � � Q � w w a M � o U PUBLIC WORKS DEPARTMENT NOTES 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY OF THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THERE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETE, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 2. CONTACT PUBLIC WORKS AT (408)777-3104 FOR INSPECTION OF GRADING, STOM DRAINAGE, AND PUBLIC IMPROVEMENT. 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY Sheet Name WORK OR REMOVING ANY TREES. SITE PLAN 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. Project No. 150418 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. By. JD 8. ALL DOWNSPOUTS TO BE RELEASE TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING Reviewed: MC FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. Scale: 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORK DEPARTMENT. AmOOi (11 (31 (51 (11 (21 (2.1 (41 (51 n n n n SOT ------------T -II- -------------- I II ri LL I I I II I I I I II I I I I I II I I I I I II I I I I I II I L LI ✓ I I I I I k� I rd (E1 ---------I --I --- L��---��J -' I I L_1__J I 917 S.F. I I I I I I I I I I I I I I (11 (L1 (2I1 (3I1 1 ST FLOOR AREA RATIO DIAGRAM ✓ ------�-) ✓ ✓ ------ -------- ----- I p � I III I I III I I I I III I I III I I I I III I I III I I I III I I III I I I I III I I III I I I I III I I III I I Irl r - `71 i I �E1 (E1 ---------I --L-- I I I I I I I I I I I I I I I LABEL DIMENSIONS AREA "A" 20'7"x44'6.5" 917 S.F. "B" w";I- > "CC S) 23'4.5"x25'7" 598 S.F. "C" 18'10.5"x5'2.5" 98 S.F. "D" 19'2"x2'2" 41 S.F. "E" 28'5"x16'8" 474 S.F. "F" UJ 1'7"x12'0.5" 19 S.F. "G" o U 8'5"x12'7.5" 106 S.F. "H" 17'1"x12'7" 215 S.F. "J" 10'0"x3'8" 37 S.F. FLOOR AREA 1ST FLOOR (A -D) 1,654 S.F. 2ND FLOOR (E -J) 851 S.F. TOTAL: 2,505 S.F. FLOOR AREA RATIO LOT AREA 5,569 S.F. F.A.R. 45% I I I I � I I � I I — — — — — — — (c1 ------�I-------LD1 I II I I I Ir_ I r-il 9—L _J--�--L JJ --- i — i------I---------(E1 I I I I I I I I I I I I I I I I I I (2I1 (3I1 (4I1 (51 ✓ ✓ ✓ ✓ 2ND FLOOR AREA RATIO DIAGRAM DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331 .6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO w U z � w";I- > "CC S) � wo �z wLr) UJ opa M � o U Cz 3�: E 0 Z U N O CL Issue & Revisions: Date: PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 PLANNING COMMENTS RESPONSE 01/20/19 Sheet Name FLOOR AREA RATIO DIAGRAMS Project No. 150418 BY: JD Reviewed: MC Scale: A•002 FLOOR PLAN GENERAL NOTES LEGEND O rm NEW EXTERIOR WALL. 2x D.F. #2 WOOD STUD @ 16" 0 O.C. WITH 7/8" 3-COAT CEMENT PLASTER OVER METAL LATH OVER (2) LAYERS D-GRADE BLDG. PAPER 2 1 OVER APA RATED 1/2" OSB OR PLYWD SHEATHING AT A500 400. 3 5 EXTERIOR SIDE; BATT INSULATION PER T-24 CALCS.; AND 1/2" GYP. BD. AT INTERIOR SIDE DENG DESIGN NEW INTERIOR CEILING HEIGHT PARTITION. 2x4 P.O. Box 1834 44'-0" D.F. #2 WOOD STUD @ 16" O.C. WITH 1/2" Danville, CA 94526-6834 GYP. BD. AT ALL SIDES Tel: 510.331 .6059 23'-5" 20'-7" I' I' NEW OR EXISTING INTERIOR FULL-HEIGHT AREA DENG DESIGN STUDIO RETAINS OWNERSHIP SEPARATION WALL. 2x4 D.F. #2 WOOD STUD @ 16" OF ALL DRAWINGS. ANYONE RECOGNIZES 1'-6" 20'-5" 1'-6" 5'-3" 10'-2" 5'-3" O.C. WITH R-13 BATT INSULATION & FULL HEIGHT THAT NO SUCH DOCUMENTS SHOULD BE 1/2" GYP. BD. CONTINUOUS FROM FOUNDATION TO SUBJECT TO RE-USE WITHOUT WRITTEN ROOF SHEATHING AT EACH SIDE AUTHORIZATION OF DENG DESIGN STUDIO NEW WINDOW WITH MILGARD OR EQ. LOW-E W.xHT. DUAL PANE GLAZE & VINYL FRAME. REFER TO A - - A T-24 CALCULATIONS FOR U-VALUE. `D WINDOWS WITHOUT SYMBOLS ARE EXISTING TO REMAIN TYPICAL SILL HEIGHT: +2'-8" A.F.F., U.O.N. ON I I I I ELEVATIONS BEDRM 1 BEDRM 2 NEW EXTERIOR/INTERIOR DOOR. DOORS I I WITHOUT EXISTING O N. I I DOOR BY INISH AND STYLE BE SELECTED TED CI I BUILDING OWNER, U.O.N. I I 2 2 o I COVERED PATIO I I C I I I I I I I I CLOSET ------------ -------------- CLOSET C14BATH LL] - �� Q 1 A500 DINING/GREAT ROOM "' A500 w L U LO LU O 2 I � UP � I � 2 I..L �z 400. i 400. Ln w 0 C UP Q c� Ln N C i STORAGE 1,01 20'-O" C C I M � 2-CAR GARAGE ISLAND °0 PANTRY — D.W KITCHEN C CD N 00 o I � + I F N. Cn — — — I — — — — — — — — — — — — — — — c� ---�--- REF. COAT m CLOSET Z IW/ co I I I Q I I I 0 c� J POW R I I Z STAIR a C UP 0 C C3 N Issue & Revisions: Date: N PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PORCHPLANNING COMMENTS RESPONSE 12/28/18 PLANNING COMMENTS RESPONSE 01/20/19 �I ❑ :E) E PLANNING COMMENTS RESPONSE 02/10/19 UP FIRST FLOOR 1,654 S.F. I I 8'-1" 4'-8" 4'-8" 1'-10" 10'-0" 10'-4" 4'-6" 6'-3" It 13'-0" oe I 44'-0" 20'-4" I 2 1 Sheet Name FLOOR PLAN Project No. 150418 BY: JD Reviewed: MC Scale: 11/4"=V-0" CONSTRUCTION PLAN e FIRST FLOOR Am100,1 Scale: 1/4"=l'-O" ( AD 2 r 400. 2.9 4 44'-0" 6'-1" 16'-6" 11'-11" 9'-5" REFER TO SHEET A-100.1 FOR FLOOR PLAN LEGEND, GENERAL NOTES AND PLUMBING FIXTURE NOTES DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331 .6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO I I I I I I I I U I I I I ___ _ 77 Z O O www O W 0 CV)— Q o � � U 1 M. BEDRM 3 BEDRM 2 1 w A500 `0 A500 w 0 °° � z oo 2 � 2 U—)W 0 400. C) U L6O 06 W M. BATH o a - CD o C � CLOSET � B1 L2 C CONSTRUCTION PLAN - SECOND FLOOR 2 1 A500 2.2 400. 44'-0" 00 Scale: 1/4"=l'—O" C) Issue & Revisions: Date: PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 PLANNING COMMENTS RESPONSE 01/20/19 PLANNING COMMENTS RESPONSE 02/10/19 Sheet Name ND FLOOR CONSTRUCTION PLAN Project No. 150418 BY: JD Reviewed: MC Scale: 1/4"=l'—O" A• 1 00.2 1 1.1 2.2 a4 1I 5 a4 TYP. (3.2) 4.1 5 TYP. — +26'-8„ 4r-- T.O.R. 12 M EN IIA��AA��AA��A�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I�II�II�IIA1�1�1 �, i , ��AIlAAII�!��!!!�I�!!/1!•!�/!!!!��!�I�!!�I�!!I��!aUR!!!I�!�/!! ___-- IIA1111AIIIIIIA�/IIIA/IIIA/IIIA/IIIA/IIIA/IIIA�/IIIA�/IIIA�/IIIA�/III / jN O I o +21'-6" T.O.P. _ +12'-6" FIN. 2ND FLR LEVEL . +11'-6" T.O.P Ln __ 21. :: .... .. :. +1' 6" +102.75' 2. :..:. FIN 1ST FLR LEVEL ±0'-O" 101 - 70395 MORETTI DR. 10385 MORETTI DR. (E) FINISHED GRADE EAST ( FRONT) ELEVATION SOUTH (LEFT) ELEVATION 11 L - U3 x-12 1-2I '- 5J \--�7J \--�8J 1-U2 TYP. TYP. TYP. TYP. A B C D E 1 TYP. a4 J TYP. +26'-8" T.O.R. . +24'- T.O.R. OdL TOP +21 ' 6" L-4 :: ::, u� ... .:...:u...:.:::. ,, u u u u u u I Q* 5 +12'-6" FIN. 2ND FLR LEVEL +9'-66 T.O.P. 7 0375 MORETTI DR. Scale: 1/4"=V-0" BUILDING ELEVATION KEY NOTES ❑ SPANISH STYLE LIGHT -WEIGHT CONCRETE ROOF TILE. MFR: EAGE ROOFING PRODUCT. CO. OR EQ. STYLE: BEL AIR 3620 - BLOOMDALE BLEND ❑ EXTERIOR GRADE STUCCO FINISH WITH FINE TEXTURE COLOR: T.B.D. 3❑ LEDGE STONE VENEER CLADDING WITH 2x6 PAINTED WOOD TRIM ® 2x4 WOOD WINDOW SILL MOLDING WITH PAINTED GRADE FINISH. COLOR: T.B.D. SEE DETAIL 8 & 9/A-600.2 5❑ CEMENT PLASTER FINISHED COLUMN AT EACH SIDE © 2x6 WOOD DOOR TRIM WITH PAINT GRADE FINISH. COLOR: T.B.D. 7❑ DECORATIVE EXTERIOR WALL SCONCE AT EACH SIDE ® ILLUMINATE STREET NUMBER. THE ADDRESS NEEDS TO BE MIN. 4" HIGH AND 1/2" THICK ❑g STONE OR TILE PAVED CONCRETE LANDING AND STEP AT MAX. 7-3/4" HT. AND 2% SLOPE DOWN AWAY FROM BUILDING 10 2x6 WOOD DECORATIVE BAND WITH PAINT GRADE FINISH. COLOR: T.B.D. 11 24"x60" DECORATIVE WOOD SHUTTER WITH PAINTED GRADE FINISH. COLOR: T.B.D. 12 CEMENT PLASTER FINISHED LOW WALL AT +3'-6" A.F.F. WITH 2x WOOD CAP WITH PAINTED GRADE FINISH 13 WROUGHT IRON GUARDRAIL AT +3'-6" HT. A.F.F. 14 TILED FRONT EDGE OF 2ND FLOOR DECK 15 412 DECORATIVE WOOD BRACKET WITH PAINTED GRADE FINISH 16 44 DECORATIVE WOOD CORBEL WITH PAINTED GRADE FINISH 0 0 CAI DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331 .6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO w U z w w� I� I Il II Q* 5 +12'-6" FIN. 2ND FLR LEVEL +9'-66 T.O.P. 7 0375 MORETTI DR. Scale: 1/4"=V-0" BUILDING ELEVATION KEY NOTES ❑ SPANISH STYLE LIGHT -WEIGHT CONCRETE ROOF TILE. MFR: EAGE ROOFING PRODUCT. CO. OR EQ. STYLE: BEL AIR 3620 - BLOOMDALE BLEND ❑ EXTERIOR GRADE STUCCO FINISH WITH FINE TEXTURE COLOR: T.B.D. 3❑ LEDGE STONE VENEER CLADDING WITH 2x6 PAINTED WOOD TRIM ® 2x4 WOOD WINDOW SILL MOLDING WITH PAINTED GRADE FINISH. COLOR: T.B.D. SEE DETAIL 8 & 9/A-600.2 5❑ CEMENT PLASTER FINISHED COLUMN AT EACH SIDE © 2x6 WOOD DOOR TRIM WITH PAINT GRADE FINISH. COLOR: T.B.D. 7❑ DECORATIVE EXTERIOR WALL SCONCE AT EACH SIDE ® ILLUMINATE STREET NUMBER. THE ADDRESS NEEDS TO BE MIN. 4" HIGH AND 1/2" THICK ❑g STONE OR TILE PAVED CONCRETE LANDING AND STEP AT MAX. 7-3/4" HT. AND 2% SLOPE DOWN AWAY FROM BUILDING 10 2x6 WOOD DECORATIVE BAND WITH PAINT GRADE FINISH. COLOR: T.B.D. 11 24"x60" DECORATIVE WOOD SHUTTER WITH PAINTED GRADE FINISH. COLOR: T.B.D. 12 CEMENT PLASTER FINISHED LOW WALL AT +3'-6" A.F.F. WITH 2x WOOD CAP WITH PAINTED GRADE FINISH 13 WROUGHT IRON GUARDRAIL AT +3'-6" HT. A.F.F. 14 TILED FRONT EDGE OF 2ND FLOOR DECK 15 412 DECORATIVE WOOD BRACKET WITH PAINTED GRADE FINISH 16 44 DECORATIVE WOOD CORBEL WITH PAINTED GRADE FINISH 0 0 CAI DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331 .6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO w U z w w� LO � wo Ofz w w Ln CO><oba =5 C) U Cz 3�: Issue & Revisions: Date: PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 PLANNING COMMENTS RESPONSE 01/20/19 PLANNING COMMENTS RESPONSE 02/10/19 +1'-6"= +102.75' Sheet Name FIN. 1 ST FLR LEVEL EXTERIOR ELEVATIONS f0'-0" = 01.25' (E) FINISHED GRADE Project No. 150418 2 3 BY: JD TYP. TYP. Reviewed: MIC Scale: 11/4"=V-0" Scale: 1/4"=1'-0" A•400.1 LU Z J LU Of FE T T - / TYP. 0 0 TYP. TYP. TYP. WEST ( REAR) ELEVATION + T.O.R.0.R. » T.0.R. T.O.R. +216" T.O.P. +126" _ FIN. 2ND FLR LEVEL +9'-6" T.O.P. . — +1'-6"= +102.75' FIN. 1ST FLR LEVEL f0'-0" = 101.25' (E) FINISHED GRADE NORTH (RIGHT) ELEVATION . +24'-0„ T.O.R. T.O.P. +12'-6" \CyTp FIN. 2ND FLR LEVEL +10'-6" T.O.P. w Z J w CD L L +1'-6"= +102.75' FIN. 1ST FLR LEVEL t0'-0" = 101.25' (E) FINISHED GRADE -:, .-L=� .:-. u u u, u u .u.. u u u- u ur u :..:.. u. 21 17 TYP. ps Al TYP. Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" BUILDING ELEVATION KEY NOTES ❑j SPANISH STYLE LIGHT–WEIGHT CONCRETE ROOF TILE. MFR: EAGE ROOFING PRODUCT. CO. OR EQ. STYLE: BEL AIR 3620 – BLOOMDALE BLEND EXTERIOR GRADE STUCCO FINISH WITH FINE TEXTURE COLOR: T.B.D. 3❑ LEDGE STONE VENEER CLADDING WITH 2x6 PAINTED WOOD TRIM ® 2x4 WOOD WINDOW SILL MOLDING WITH PAINTED GRADE FINISH. COLOR: T.B.D. SEE DETAIL 8 & 9/A-600.2 5❑ CEMENT PLASTER FINISHED COLUMN AT EACH SIDE © 2x6 WOOD DOOR TRIM WITH PAINT GRADE FINISH. COLOR: T.B.D. 7❑ DECORATIVE EXTERIOR WALL SCONCE AT EACH SIDE ® ILLUMINATE STREET NUMBER. THE ADDRESS NEEDS TO BE MIN. 4" HIGH AND 1/2" THICK ❑9 STONE OR TILE PAVED CONCRETE LANDING AND STEP AT MAX. 7-3/4" HT. AND 2% SLOPE DOWN AWAY FROM BUILDING 10 2x6 WOOD DECORATIVE BAND WITH PAINT GRADE FINISH. COLOR: T.B.D. 11 24"x60" DECORATIVE WOOD SHUTTER WITH PAINTED GRADE FINISH. COLOR: T.B.D. 12 CEMENT PLASTER FINISHED LOW WALL AT +3'-6" A.F.F. WITH 2x WOOD CAP WITH PAINTED GRADE FINISH 13 WROUGHT IRON GUARDRAIL AT +3'-6" HT. A.F.F. 14 TILED FRONT EDGE OF 2ND FLOOR DECK 15 412 DECORATIVE WOOD BRACKET WITH PAINTED GRADE FINISH 16 44 DECORATIVE WOOD CORBEL WITH PAINTED GRADE FINISH DENG DESIGN P.O. Box 1834 Danville, CA 94526-6834 Tel: 510.331 .6059 DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES THAT NO SUCH DOCUMENTS SHOULD BE SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO w BY: U Reviewed: z Scale: w wLO� � C)Q � wo Ofz w w Ln CO><oba =5 C) U 06 3�: Issue & Revisions: Date: PRELIMINARY PLANNING REVIEW 07/30/18 FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 PLANNING COMMENTS RESPONSE 01/20/19 PLANNING COMMENTS RESPONSE 02/10/19 Sheet Name EXTERIOR ELEVATIONS Project No. 150418 BY: JD Reviewed: MC Scale: 1 /4"=1'-0" A•400.2 0 BUILDING CROSS SECTION KEY NOTES 5 4 3 2 1 1 0 (N) ROOF TRUSS SYSTEM. SEE STRUCT. DWGS. C4 TYP. (N) R-30 BATT INSULATION DENG DESIGN +26'-8" T.O.R. �3 (N) FLOOR JOISTS AND SHEATHING. REFER TO STRUCT. DWGS. P.O. Box 1834 ® (N) 42" HT. WRIGHT IRON GUARD WITH STAIN FINISHED WOOD CAP Danville, CA 94526-6834 Tel: 510.331 .6059 �5 (N) WOOD FRAMED W/ 3/4" PLYWOOD SHEATHING STAIRWELL AND 36" HT. WRIGHT IRON BLUSTERS AND STAIN FINISHED WOOD CAP DENG DESIGN STUDIO RETAINS OWNERSHIP OF ALL DRAWINGS. ANYONE RECOGNIZES +21'-6" © (N) WOOD STUDS EXTERIOR WALL PER STRUCT. DWGS WITH R-13 THAT NO SUCH DOCUMENTS SHOULD BE T.0.F BATT INSULATION. SUBJECT TO RE -USE WITHOUT WRITTEN AUTHORIZATION OF DENG DESIGN STUDIO 6 2 ❑7 (N) CONCRETE FOOTING PER STRUCT. DWGS. TYP. TYP. (N) REINFORCED CONCRETE PORCH/PATIO LANDING PER STRUCT. DWGS. LANDING SHALL BE 2"% SLOPE DOWN AWAY FROM BLDG. ❑9 (N) R-19 BATT INSULATION (N) CONCRETE PIER PER STRUCT. DWGS. 3 TYP. +12'-6" FIN. 2ND FLR LEVEL T.0. P. O.P." T.O.P. 6 � � U TYP. f � 7LU TYP. TYP. TYP. f +1'-6"= +102.75' LL1 Q FIN. 1 ST FLR LEVEL Lf� ±0'-0" = 101.25' (E) FINISHED GRADE 0 � — Q \ LLJ Of — ��i���i�>\i�>\i�>�i���i���i�>\i�>\i�>�i���i���i�>\i�>\i�>i�>�i�>�i�>\i�>\i�>i�>�i�>�i���i�>\i�>i�>�i�>�i���i�>\i�>i�>�i�>�i���i�>\i�>i�>�i�>�i���i�>\i�>i�>�i�>�i���i�>\i�>\i�>i�>�i���i�>\i�>\i�>i�>�i�>�i�>\i�>\i�>i�>�i�>�i�>\i�>\i�>i�>�i�>�i�>\i�>\i�>i�>�i�>�i���i�>\i�>i�>�i�>�i���i�>\i�>i�>�i�>�i�� w Ln LU 00BUILDING HORIZONTAL SECTION o U 06 1 Scale: 1/4"=V-0" E D C B A 1 TYP. T.O.R. +21'-6 T.O.P. VEfl E TYP. z 4 U N CD = J [1- 00U Issue & Revisions: Date: PRELIMINARY PLANNING REVIEW 07/30/18 rTyp. TYP. CD FOR PLANNING REVIEW 10/31/18 PLANNING COMMENTS RESPONSE 12/28/18 FIN. 2ND FLR LEVEL PLANNING COMMENTS RESPONSE 01/20/19 +9'-6" PLANNING COMMENTS RESPONSE 02/10/19 T.O.P. 5 --- o = I = J ao L.� N O (/7 9 10 6 7Ir TYP. TYP. PTYP- TYP. +1'-6"= +102.75' 8 FIN. 1ST FLR LEVEL ±0'-0" = 101.25' ' a Sheet Name (E) FINISHED GRADE r/ //�//�//\� ; ` ; �\������������������� ,71777 \\\\\\\\\\\\ \\\\\\ \\\\\\\ \ \\\\\\ \ \\\\\\\ \\\\\\\\\ \\\\\\ \�i���i���i\\�i\\�i�\�i���i���i\\�i\\�i�\�i���i���i\\�i\\�i�\�i���i���i\\�i�� : `• /\�/i\/i\ / \\\\\\\\\\\\\\\\\\\\ \\\ BUILDING R ETIN \/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i.. \/i\/i�/i / /i \/i�/i�/i\/i\/i\/i�/i� /i /\/i�/i�/i\/i\/i\/i�/i� /i /i /i�/i�/i\/i\/i\/i�/i�/ /i /i /i�/i�/i\/i\/i\/i�/i�/i /i /i /�/i�/i\/i •.\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i�/ Pro' Project No. 1 150418 BY: JD Reviewed: MC Scale: 1/4"=V-0" BUILDING LONGITUDINAL SECTION 0500 Scale: 1/4"=V-0" FOUND MONUMENT BOX 40 -f5PER 40-M-30 I� W 10400 STERN AVE EXISTING HOUSE SHED 1i /t// N.0023F00W. 57.00' F� - - INV - - - - - - - - - - - - o �° �o�'�° ° 5'PU +° 12"TREE oovQ1 °'`o Fo �o a �} 17 TREE ° N�� °o N o�14 M 4 4 0 5 10 20 CD ° RU Go r` Cn 0-) bD � Go 0 10.385 MORFTTI RRIVF ° RIDGE=111.60± �G o\ 0 G 3"SHRa "TRE ° ° o� �� ,\� o do Q 10395 MORETTI DRIVE EXISTING HOUSE I +.\'��°� EXISTING ° �� RIDGE=121.15± o� o��o o + o���° °93 GARAGE i D + o0 O LAG O° G 10375 MORETTI DRIVE 0 0 0 oc o +G°� a �, oq HE o EXISTING HOUSE o Fo G° cP 6 SHRUB o G o F RIDGE=124.71 o\± Sc) N o ° a CO G°� +� O� +G °� 11 °� • �G a I +Go 41, a N L 0 T 2 3 6 °° AREA = 5,569±SQ.FT. 00 I 00� Goo + N.0023'00"W. 57. �' a ° t3"TREE_—N 1-'TREEoo�+1,+30'TREE o� o No \ 0 N N WMe e 0 wM ��� oD 0 o° ooh o° o° TBM EL= 100.00 MORETTI DRIVE (60' R/W) cp ------ D=10°3346" L=23.97'„, R=130.00 D=5e 39 03 PER 40-M-30 L=55.23' R=560.00' 5' PER 40-M-30 �� PER 40-M-30 FOUND MONUMENT BOX I 518.67' PER 40-M-30 LEGEND: AC ASPHALT CONCRETE BC BUILDING CORNER BW BACK OF WALK CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER - FD FOUND FF FINISHED FLOOR FL FLOW LINE - FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR HANDICAP RAMP INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER 0/H OVERHEAD PC PROPERTY CORNER RW RETAINING WALL SL STREET LIGHT SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -T- TELEPHONE LINE -W- WATER LINE BASIS OF BEARINGS: THE BEARING, NO -23'00"W, OF THE CENTER LINE OF MORETTI DRIVE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 40 OF MAPS AT PAGE 30, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BASIS OF ELEVATION: � TBM ELEV=100.00 (ASSUMED) UT1Lf f Y NOTE: UNDERGROUND UTILITIES. SHOWN PER _ SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. LEGAL DESCRIPTION LOT 236, TRACT NO.1004, MAP REF: BOOK 40 PAGE 29 AND 30 NOTE: 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING XIE&WU RESIDENCE 10385 MORETTI DRIVE CUPERTINO, CA APN: 375-14-013 W E C & A S S O C I A T E S 2625 MIDDLEFIELD RD k658 PALO ALTA CA 94306 TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE * -�[, 9 �Na L• 8235 ISSUED DATE: MAY 18, 2018 SCALE: 1”=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. coo WEC Perimeter Privacy Screening \ Shrubs, evergreen, 15 gal Laurus nobilis 'Saratoga', planted 6-0" on center typ., Low Water Use Hydrozone Perennial Border Plantings such as Salvia, Satureja, Festuca californica, Lomandra, and Geranium Moderate Water Use Hydrozone Dwarf Fescue turf, optional ------- No-Mow Native turf High (moderate) Water Use Hydrozone (N) Patio paving ------- 5-0" SIDE SETBACK Fence and Gate info see architectural site plans Screening shrubs, 5 gal size, Arctostaphylos 'Wayside' or Rosmarinus 'Tuscan Blue', or similar, planted 4'-0" on center typ., Low Water Use Hydrozone Evergreen screening tree required per CMC 19.28.120, Olea europaea Wilsonii', 24" box size minimum, Low Water Use Hydrozone Perennial Border Plantings such as Arctostaphylos, Ceanothus, Salvia, Satureja, Festuca californica, Lomandra, and Iris douglasiana, Low Water Use Hydrozone (E) Street Tree to remain I r— ---------------------------------------------------------- I — — — — — — — — — — — — — — — — — — — — — Ac — — — — — — — — --- - ----- AC E.M ❑ell ❑ O ❑ > C%) ❑ O -- W4-, Q� lolI I BEDR ct I � O RM1 M2 BED U BEDR � I co(D C'7 II II c RM :3 U M2 I I CIO CLOSET Li ❑ ❑ ;I O f I iiiiJJJJ I ;I COVERED PATIO I � I I 11` I BAT 7 II CLOSET I I O I I ❑ I I ❑ CLOSET I I I II BAT I I " II I i O O j DINING/GREAT ROOM I I S RAGE r--------- ISLAND lo ;I 2-CAR GARAGE PANTRY O I OIT j - I I I CHEN I I lo S RAGE O I r-------- , ISLAND 2 -CAR GARAGE I PANTRY — — — —— KIT I-- I I CHEN � I O COAT I CLOSET � \ I ------; L I � POWDER � STAI R \S PORCH ❑ := 'L L --------d—--------------- I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — Low Water Use 5-0° Total Landscape Area SIDE SETBACK 1 FIRST FLOOR = 1,654 S.F. L\�\�\��Awv\\\v„�w�,� �� , Y V�°� \V VA LU V z �\ ��� \T04 LL A\.`.0�\ "I i7t O I 1 � MORETTI DRIVE Landscape Design Plan LP1 0 J W �I co PLANTING NOTES 1. Contractor to verify that all soil is 5” below house stucco line. 2. No mulch shall come within 3" of house stucco line. 3. Soil shall slope away from building at min 5% slope for 10'. 4. All new Planting Areas or exposed soil to be mulched with 3" of Arbor mulch or similar natural mulch product unless contra-indicated per MWELO. 5. All new planting areas shall be amended with min. 4CY/1000SF of Mulch, tilled into top 6" of landscape area. 6. ALL PLANTINGS TO BE LOW WATER USE PER WUCOLS, LATEST EDITION (unless otherwise noted). 7. All non -turf plantings shall be min. 80% native. Square Footage 290 1,528 2,228 (E) Existing (typ.) Typical (E) Tree to remain O ; (E) Tree to be removed see architectural site plan a Proposed Tree or Shrub LANDSCAPE DOCUMENTATION Private Garden < 2,500 SF Prescriptive Compliance Applicant: Jenna Bayer Garden Design 1954 Old Middlefield Way, Suite B Mountain View CA 94043 Potable Water Supply: San Jose Water 110 West Taylor St. San Jose, CA 95110 408-279-7900 Project Type: New/Rehabilitated LANDSCAPE AREA BREAKDOWN Proposed High Water Use - Turf 410 SF (18.4%) Moderate Water Use 290 SF Low Water Use - 1,528 SF Total Landscape Area 2,228 SF Turf allowed (2228 @ 25%) = 557 SF 0 5 10 15 20 FT 11111 Z Scale: 1/8" = V-0" on 24" x 36" v 5'-0" SIDE SETBACK) M Z3 �i M 1 I I I I� I I I I I� I� I I I I I� I I I I I� I� I I I I I�I I I I I I a IRRIGATION LEGEND o w 3- o co ZONES: a BUBBLERS LAWN - NETAFIM DRIP, 12" EMITTER SPACING, 0.9 GPH 5'-0" SIDE SETBACK NETAFIM TECHLINE DRIP, 12" EMITTER SPACING, 0.6 GPH COAT CLOSET I I I o II o L POWDER \ 7 STAI R I I -06 -------------------------------- oao °. o I opo 7 \. PORCH Z 5 ❑ ______`________________ ora �e LFIRST FLOOR= 1,654 S.F. BF Z6 AM (E) WM POINT OF CONNECTION USE PRESSURE REDUCER (PR) TO 55 PSI (E) WATER METER MORETTI DRIVE Irrigation Design Plan LP1, FIXTURES: C HUNTER I -CORE, 12 STATION, W/ WIRELESS SOLAR SYNC. BF LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER, FEBCO LF825YA, 1 1/2" PR PRESSURE REDUCER Z 1 IRRIGATION ZONE NUMBERED IRRIGATION NOTES 1. All NEW (N) irrigation to comply with CALGREEN Code for low water usage, sustainable planting, and WELO requirements ANSI ASABE/ICC 802-2014 2. (N) Irrigation zones to use low flow emitterline by Netafim. 3. Install Smart Controller such as Hunter (Core or HC which include evapotranspiration and/or soil moisture sensor data capabilities such as "Weather Station", a RainSensor and flow meter. Battery backup required. 4. ALL PLANTS TO BE LOW WATER USAGE PER WUCOLS, latest edition. 5. Install Backflow Preventer LF Febco 825 YA RP Verify. 6. Install pressure reducing devices to meet manufacturers specifications if required. Verify. 7. Install Manual Gate Valve as close as possible to Point of Connection. 8. All irrigated areas less than 10' wide in any direction shall be irrigated by subsurface Irrigation (Netafim) to eliminate overspray and runoff. I=1 r_JaI I1:7:7[H_'%0Eel [d*]1191 14111&ASWd:j[a_" 0 510 15 L I I I I I Z 20 FT Scale: 1/8" = V-0" on 24" x 36" MWELO COMPLIANCE STATEMENT: I agree to comply with the requirements of the prescriptive compliance option to the MWELO. /��p,NCSCgpF f"11 eP CF CALIFS Signature Jenna Bayer Garden Design, Inc. 1954 Old Middlefield Way Suite B Mountain View California 94043 Tel: 650.988.9600 Fax: 650.988.9602 info@jennabayer.com www.jennabayer.com Issue/Revision: 4-1 (a D r— ---------------------------------------------------------- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - ----- AC E.M ❑ell ❑ II > C%) Q O -- W4-, Q� BED BEDR ct II � O RM1 M2 I U COVERED PATIO .0 co(D C'7 II II c O :3 U CIO CLOSET Li ❑ ❑ CLOSET ;I I D BAT 7 II H I I DINING/GREAT ROOM II I II I O j I S RAGE r--------- ISLAND 2-CAR GARAGE PANTRY KIT I CHEN 1 I I I I� I I I I I� I� I I I I I� I I I I I� I� I I I I I�I I I I I I a IRRIGATION LEGEND o w 3- o co ZONES: a BUBBLERS LAWN - NETAFIM DRIP, 12" EMITTER SPACING, 0.9 GPH 5'-0" SIDE SETBACK NETAFIM TECHLINE DRIP, 12" EMITTER SPACING, 0.6 GPH COAT CLOSET I I I o II o L POWDER \ 7 STAI R I I -06 -------------------------------- oao °. o I opo 7 \. PORCH Z 5 ❑ ______`________________ ora �e LFIRST FLOOR= 1,654 S.F. BF Z6 AM (E) WM POINT OF CONNECTION USE PRESSURE REDUCER (PR) TO 55 PSI (E) WATER METER MORETTI DRIVE Irrigation Design Plan LP1, FIXTURES: C HUNTER I -CORE, 12 STATION, W/ WIRELESS SOLAR SYNC. BF LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER, FEBCO LF825YA, 1 1/2" PR PRESSURE REDUCER Z 1 IRRIGATION ZONE NUMBERED IRRIGATION NOTES 1. All NEW (N) irrigation to comply with CALGREEN Code for low water usage, sustainable planting, and WELO requirements ANSI ASABE/ICC 802-2014 2. (N) Irrigation zones to use low flow emitterline by Netafim. 3. Install Smart Controller such as Hunter (Core or HC which include evapotranspiration and/or soil moisture sensor data capabilities such as "Weather Station", a RainSensor and flow meter. Battery backup required. 4. ALL PLANTS TO BE LOW WATER USAGE PER WUCOLS, latest edition. 5. Install Backflow Preventer LF Febco 825 YA RP Verify. 6. Install pressure reducing devices to meet manufacturers specifications if required. Verify. 7. Install Manual Gate Valve as close as possible to Point of Connection. 8. All irrigated areas less than 10' wide in any direction shall be irrigated by subsurface Irrigation (Netafim) to eliminate overspray and runoff. I=1 r_JaI I1:7:7[H_'%0Eel [d*]1191 14111&ASWd:j[a_" 0 510 15 L I I I I I Z 20 FT Scale: 1/8" = V-0" on 24" x 36" MWELO COMPLIANCE STATEMENT: I agree to comply with the requirements of the prescriptive compliance option to the MWELO. /��p,NCSCgpF f"11 eP CF CALIFS Signature Jenna Bayer Garden Design, Inc. 1954 Old Middlefield Way Suite B Mountain View California 94043 Tel: 650.988.9600 Fax: 650.988.9602 info@jennabayer.com www.jennabayer.com Issue/Revision: 4-1 (a D U � > C%) Q O -- W4-, Q� 5 (� U ct � O U .0 co(D C'7 Q c O :3 U CIO U) D W U � > C%) Q O -- W4-, Q� 5 (� U ct � O U co(D C'7 Q c O :3 U CIO Project ID: x Date: 10.23.2018 Drawn by: DM Reviewed by: DM Issued for: permit submittal CAD File: vwx Landscape + Irrigation Design Plan LP1