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R-2018-28 Plan Set.pdfDESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC—ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: LU WV) U :D 0 z= W� Q C:) O J ooLn � V) OU o Q zr--,LU LL Oo0 LU J C:U) LU ,--I O _ V z N� Q H� V) 3: U w zAo DATE: 3/4/2019 DRAWN: QL/WN/XJ PROJECT NO.: J18—R011 SHEET TITLE: TITLE SHEET SHEET OF:A�O REVISION # DATE CHIU'S 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT NEW SINGLE-FAMILY RESPONSE PLANNING DEPARTMENT HOUSE 1/15/19 RESPONSE PLANNING DEPARTMENT ® 3/4/19 21090 GRENOLA DR., CUPERTINO, CA, 95014 PROJECT NAME, PROJECT ADDRESS CLIENT: ARCHITECTURAL DESINGER: LANDSCAPE ARCHITECT: MINGSHU HSU LADC CONSULTING INC LADC CONSULTING INC ARCHITECTURAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK A-0 TITLE SHEET AND VERIFY ALL DIMENSI❑NS AND C❑NDITI❑NS INDICATED ON THESE DRAWINGS 21090 GRENOLA DR., 1630 OAKLAND RD. SUITE A111 1630 OAKLAND RD. SUITE A111 A-0.1 (E) SURVEY MAP AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK • FIRE SPRINKLERS REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER CUPERTINO, CA 95014 SAN JOSE, CA 95131 SAN JOSE, CA 95131 A-1.0 (N) SITE PLAN, AREA CALCULATION SYSTEM SHALL BE INSTALLED IN ONE— AND TW❑—FAMILY QING LI SCOTT HAYES, RLA H36@GMAIL.COM A-1.1 (N) VIEW PRIVACY PLAN AND ROOF PLAN THESE DRAWINGS AREA INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION DWELLINGS AS FOLLOWS: IN ALL NEW ONE— AND TW❑—FAMILY DWELLINGS AND TEL: 408)789-7860 ( QING@LADC—ARCH,COM SCOTT A-2 (N) FLOOR PLANS CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL IN EXISTING ONE— AND TWO—FAMILY DWELLINGS A-3 (N) ELEVATIONS AND / OR MANUFACTURERS, THE CONTRACTOR SHALL PR❑VIDE ALL SAMPLES AND WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE TEL: (408)642-1628 TEL: 415 789-7860 OR CUTS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL THAN 3,600 SF, NOTE: COVERED PORCHES, PATI❑S, A-4 (N) ELEVATIONS A-5 CN) SECTIONS SELECTI❑NS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTORS SHALL USE BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE, SURVEY: CIVIL ENGINEER: TITLE 24: THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, HE SHALL EXCEPTI❑NI A ONE—TIME ADDITI❑N TO AN EXISTING A-6 (N) ARCHITECTURAL DETAILS PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE„ ALL BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SF FO BUILIDNG AREA. MOUNTAIN LAND SURVEYING CORE CIVIL, INC, MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CIVIL ESTIMATE CONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH WATER PURVEYOR OF 171 MAYHEW WAY, SUITE 207 23172 PLAZA POINTE DR., RECORD IN ORDER TO DETERMINE IF ANY PLEASANT HILL, CA 94523 STE #145 C-1 TITLE SHEET NO GUARANTEE OF QUALITY OF CONSTRUCTI❑N IS IMPLIED OR INTENDED BY THE MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A PAUL. D. LINS LAGUNA HILLS, CA 92653 C-2 PRECISE GRADING & DRAINAGE PLAN ARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL STATE OF CALIFORNIA LICENSED (C-16) FIRE CHEN WAI LIN MAUNG C-3 SECTI❑NS & DETAILS RESPONSIBILITY FOR ANY OR ALL CONSTRUCTI❑N DEFICIENCIES PR❑TECTI❑N CONTRACTOR SHALL SUBMIT PLANS, CALCULATI❑NS, A COMPLETED TEL: (925)300-3695 C-4 EROSI❑N CONTROL PLAN PERMIT APPLICATI❑N AND APPROPRIATE FEES TO TEL: (949)954-7244 C-5 HORIZONTAL CONTROL PLAN THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE THIS DEPARTMENT FOR REVIEW AND APPROVAL PRI❑R TO BEGINNING THEIR DESIGNER FROM ANY ACTI❑N INITIATED BY THE INITIAL OWNER OR ANY WORK CRC SECTI❑N R313,2, AS ADOPTED AND PROJECT TEAM LANDSCAPE L-1 LANDSCAPE LAYOUT AND PLANTING SUBSEQUENT OWNERS FOR CONSTRUCTI❑N DEFICIENCIES, MODIFICATIONS OR SUCH AMENDED BY CUPMC, CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE DESIGNER. POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED L-2 LANDSCAPE NOTES AND DETAILS L-3 IRRIGATION PLAN ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH BY FIRE PROTECTION WATER SUPPLIES IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND THIS PROJECT IS TO PROPOSE A NEW TWO STORIES SINGLE FAMILY HOUSE L-4 IRRIGATION DETAILS GOVERN EACH PHASE OF WORK, INCLUDING BUT NOT LIMITED TO: CBC, CFC, CPC, SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING TOTAL LIVING AREA (3,414 S.F.) WITH 3 CAR GARAGE (660 S.F). 4 L-5 HYDR❑ZONE AND WATER BUDGET CEC, CRC, AND ALL APPLICABLE LOCAL CODES AND LEGISLATION. THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THE TOTAL BUILDING AREA 4,074 S.F. AT EXISTING 9,500 S.F. SITE. THAT PURVEYOR, SUCH REQUIREMENTS SHALL BE THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITI❑NS OF ALL EXISTING INC❑RP❑RATED INT❑ THE DESIGN OF ANY WATER—BASED FIRE PROTECTION SITE IMPROVEMENTS INCLUDING PAVED AREAS. HE SHALL MAKE KNOWN ALL SYSTEMS, AND / OR FIRE SUPPRESSI❑N WATER SUPPLY EXISTING DAMAGED OR DISREPAIRED ITEMS AND C❑NDITI❑NS THAT MAY WORSEN SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN DUE TO THE CONSTRUCTION, ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING IN THEIR PRESENT CONDITI❑N AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING C❑NTAMINATI❑N OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, RECORD, FINAL APPROVAL OF THE SYSTEM(S) UNDER SCOPE OF WORK DRAWING INDEX C❑NSIDERATI❑N WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE ASSESSOR'S PARCEL NUMBER: 326-28-064 PROJECT ADDRESS: 21090 GRENOLA DR. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF APPLICANT(S), 2016. CFC SEC. 903,3,5 AND HEALTH ZONE DISTRICT: R1-10 OCC. GROUP: R-3/GARAGE) THE C❑NDITI❑NS UNDER WHICH THE WORK IS TO BE PERFORMED, THE AND SAFETY CODE 13114.7. CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS SITE AREA: 0.22 ACRES TYPE OF CONSTRUCTION: V—B WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA 9.500 S.F. DESIGNATED LAND USE: LOW DENSITY (1-5 ON EACH GROSS ACRE) COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK, MAX. LOT COVERAGE REQUIRED: PROPOSED: ALL NEW INTERI❑R PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE ENCLOSED BUILDING 9,500 X 45%=4,275 S.F. 2,778 SF/9,500 SF=29.2% < 45% SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION W/ ROOF OVERHANG, PATIO 9,500 X 50%=4,750 S.F. 2,118+660+578+49=3,405 SF/9,500 SF=35.8% < 50% OF THE PROJECT PORCHES BUILDING+ROOF OVERHANG+PORCH Q F.A.R 9,500 X 45%=4,275 S.F. 4.260 SF./9.500 SF=44.8% < 45% BUILDING AREA: PROPOSED: 4 1ST FLOOR 2,118 1,296 S.F. S.F. N O T E S EIRE NOTES 2ND FLOOR TOTAL LIVING SPACE 2,118+1,296=3,414 S.F. GARAGE 660 S.F. AREA HIGHER THAN 16' 137 S.F. TOTAL BUILDING AREA 3,414+660+137+49=4,260 S.F. 2 2ND FLOOR TO 1ST FLOOR F.A.R. 1,296 SF/2,915 SF=44.5% < 66% DOOR NUMBER 4 DOOR SCHEDULE 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR HARDWARE GROUP CONTRACTOR OF THE RESPONSIBILITY OF THE CORRECTI❑NS OF MISTAKES, BUILDING SET BACK 1ST FLR. REQ'D: PROPOSED: 2ND FLR. REQ'D: PROPOSED: ERRORS, OR ❑MISSI❑NS CONTAINED THEREIN. IF DURING THE COURSE OF PUBLIC 3O WINDOW TYPE CONSTRUCTION IMPROVEMENTS, INTEREST REQUIRES A MODIFICATI❑N FRONT YARD 20' 23'-0" 25' 41'-6" OF/OR A DEPARTURE FROM THE CITY OF CUPERTIN❑ SPECIFICATION OR THESE INTERIOR SIDE YARD 5' MIN, 15' COMBINED 5' MIN., 8'+11'=19'-0" COMBINED 10' MIN, 25' COMBINED 10' MIN., 15'-0"+15'-0"=30'-0" COMBINED IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO O REVISION NUMBER REAR YARD 20' 48'-0" 25' 48'-0" REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN BUILDING HEIGHT 28' FROM NATURAL GRADE 26'-6" FROM NATURAL GRADE HWICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER WORK POINT, DATUM POINT ENTRY HEIGHT 14' FROM NATURAL GRADE 13'-0" FROM NATURAL GRADE AND/ OR CONTRACTOR. OR CONTROL POINT TO TOP OF PLATE TO TOP OF PLATE 2. CONTACT PUBLIC WORKS, (408) 777-3104 FOR INSPECTI❑N OF GRADING , STORM 3 ELEVATION IDENTIFICATION DRAINAGE, AND PUBLIC IMPROVEMENTS, 4 5 SHEET WHERE ELEVATION IS DRAWN SPRINKLERS NEW (DEFERRED SUBMITTAL) TYPE OF CONSTRUCTION: V—B 3 ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY, OCCUPANCY R-3 / U 3 SECTION IDENTIFICATION C.F.0 2016 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA 4.5 SHEET WHERE SECTION IS DRAWN C.B.0 2016 ADJACENT TO THE WORK IS LEFT IN A CLEAN C❑NDITI❑N. C.R.0 C.M.0 2016 2016 5, CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO DETAIL IDENTIFICATION C.P.0 2016 ACCOMPLISHING ANY WORK IS LEFT IN A CLEAN CONDITI❑N, 4.5 SHEET WHERE DETAIL IS DRAWN C.E.C. 2016 CA GREEN BUILDING CODE 2016 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE 3 INTERIOR ELEVATION IDENTIFICATION TITLE 24 ENERGY CODE 2016 WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE 4.5 S❑IL. 7. A WORK SCHEDULE OF GRADING AND EROSI❑N AND SEDIMENT CONTROL PLAN ROOM NAME TABULATION SHALL BE PROVIDED TO THE CITY ENGINEER, NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. ROOM NO. FLOOR SCHEDULE - --_. OFFICE OF COUNTY ASSESSOR SANTA C L A R A COUNTY, TRACT No. CALIFORNIA 631 326 2$ 8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE BASE SCHEDULE CEILING SCHEDULE #E�E 30 I'- 11, ��- - - GARDEN GATE - ��-3B ""AGE DRIVE R UNDERGROUND, WALL SCHEDULE :atel4o Ave Villages at Cupertino w Galdene OP Q .4partmentHomes n 12NUN m. •� a 109 31 9i¢ 1 2 3 4 i i R.O.S. 2014--M-4 ' oan `� 8 1L 81 � 84 8�, g 8 E t 9. TO INITIATE RELEASE OF BONDS, CONTRACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION 975' i ,� ` i —�+�— pr I awr : I I ---T GREENLEAF �� vaA ' FaH' 57 58 I 59 I Bo z I Ld i 63 62 63 — ; 6 6II < 10. 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'w rd Stevens Creek Blvd 13 r, .o rt WORK OF AREA NORTH VICINITY MAP PARCEL MAP PUBLIC WORKS NOTES SYMBOL DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC—ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: LU WV) U :D 0 z= W� Q C:) O J ooLn � V) OU o Q zr--,LU LL Oo0 LU J C:U) LU ,--I O _ V z N� Q H� V) 3: U w zAo DATE: 3/4/2019 DRAWN: QL/WN/XJ PROJECT NO.: J18—R011 SHEET TITLE: TITLE SHEET SHEET OF:A�O REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 1/15/19 RESPONSE PLANNING DEPARTMENT ® 3/4/19 RESPONSE PLANNING DEPARTMENT 269.01 HOUSE 270.24 ROOF [IDENHOU CE ACENT #21084 rE LA DRIVE 273.1 27.22 X ROOF N 6-0" HT. WOOD FENCE N) LANDSCAPE 12 SEE L-1 SHEET A 0.00 " IV uU'UU-vv v 4.09, . . . 19 262.3 2 3. 263.88 PCOR CE 2 FE NC O O O FENCE O O LN O O \o (N) LN (N) L a (N) LN N) LN (N) LN (N) LN (N) LN qp 91 1 1 A I I In I (E'W N N I I o`'.' "`'.' 15'-0• "`, 262.51 X SF. C 337 SF. D 248 SF. GR. 396 Lu ROOF OVERHANG 144 � 62.33 G 32 2 2.79 X CHECK H 137 RI�/ET J l I 18" CLU T REMAIN a v z L \ j'"N� 10'-01 R4I UIRED 2ND FLOOR SET IV ,�Q SF. 8'-0° 39414SF. 0 \ \ CK X O ONr%� U 28'-7' zal \ \ a /.-FEN C E - opo r--, o0 I LU _ 262.84 FENCE \ L/ _ II N� Q H� 1. JC) C) U w \ \\ 1 o 9 262.70 X ° 0 0 / / m 261.92 FENCE R O v 2v ?62.48 - GR. Pil - - - Lu 11 ROOF EAVE a a N 6'-0" HT. OQ/D FENCE 13 v v v (N)LANDSCAPE `\ UI ED 1ST FOLOOR BACK I 262.36 `v `v / / I I I I Lo 14" TRE i' o REQUIRED 2ND FLR EBACK 00 - F- `\ a GAR 660F A=231 SF 13=593 SF (N) G.M. 29'-11" 26 \\ f E) TREE TO REMrII� i/' \\ I I 22'-0" E CE \ / / 263.34 I C) �\ I `\ BACKYARD /' I T\\ / I I I I FENCE On A C) I \ \\ \ / \ / / I I C) --- VIEW Cf PO ;ED 1 2D=248 `\ I `\ ,' \\VIEW X�� I I �_ C=337 SF E SF - - - - - - - a \ - ----- // ROOF EA I -------- LII ---- --- --- ----- -- - N 6-0" HT. WFEN OODz 21'-0» w '-0" 18'-0" 1 21'-5"- II N) 6'-0" Hl�. WOOD `\ I X 22C62.65 /' 62.7\I I I '04 R O C 39 S F FENCE I `\ I 62.630NC` O IS \ CONC. \y I I 1r -o• 61.93- - - - - - - - PROOF EAVE CONC. I 2t HOUSE ;;``\ '; - ' '�'-°' N A= = 9 S -462 0 =798 SF. ( TEE TO REHAIN ROOF EAVEI �� I Y k`\ oy� CONC. I 00 N _[// o VIEW `\ VIE I I w `� J=4 SF. N /'� I ROOF EAVE ` N O N - 262.65 U ° J 1,_„ £ 44 CONC. I Z o w Q 101 12' " 11 62.51 LE 2621 6 12 I I I ls'FL I ROPpSED 2ND FLOOR SETBA I 271.39 BLDG. m z cco CO __I I Lu E=396 SF - - oy 262.25 .\\\j IE I I x - 11'-0' 271.03 BLDG O -; z O _ J ROOF OVER HAN G I FENCE 262.7° D D.W. F6 N4 ROP SED 1ST FLOORSIDE S BACjt� ADJACENT L.L - - - - I - E fANDSCAPE RESIDENCE A2 L-1SHEET £ =49 oSE VZ N oy� , 91 1 1 A I I In I (E'W N N I I 261.72 s D.W. D.W. N90° 0'00"W o y� 61.07 76.00' W261.86 261.45 (E) WATER METER -�� 261 £ 261.38 D.W. W.M. 260.87 - _ / 261.64 T/C 260.68 T/C 261.40 T/C (E) SIDEWALK o T/C DRIVEWAY 26 . T/C 260.43 260.57 260. 4 260. 261.21 F.L. F. o � ' o GRENOLA DRIVE 26 1 ' Oy RENOLA DRIVE 60'261.13X / MAG o ; / o I SITE PLAN 4 T� SF. 15'-0• - SF. C 337 SF. D 248 SF. E 396 Lu 0 144 (E) G. G 32 2 2.79 X CHECK H 137 RI�/ET J 498 10'-01 R4I UIRED 2ND FLOOR SET IV 798 SF. 8'-0° 39414SF. 0 R QUIRED IST FLOOR SETI CK X O ONr%� U 262.99 zal Q LL /.-FEN C E - opo r--, o0 I LU _ 262.84 FENCE L/ _ II N� Q H� u) JC) C) U w z 261.92 FENCE R PSED 7ND FL00 e-�. S BACK I ;0 Pil 11 ROOF EAVE 13 R UI ED 1ST FOLOOR BACK I 15' 0" I I I I o REQUIRED 2ND FLR EBACK a GAR 660F (N) G.M. I oy A 8-0 ' --- Cf PO ;ED 1 I E a - ----- -------- LII ---- --- --- ----- -- - N 6-0" HT. WFEN OODz GATE R O C 39 S F 61.93- - - - - - - - - - - 261.65D.W. RO F EA LL w oy� CONC. £ o Y U Y n m O U ° w £ D. � Z o w Q m z cco oy z O fANDSCAPE QN A2 L-1SHEET £ oSE VZ N oy� 261.63 £ a 0 2 . 0 (N) D I Y 001 R. (N) CO a2. .O. r�nn ROP0 DO IVEW Y WIVH 261.72 s D.W. D.W. N90° 0'00"W o y� 61.07 76.00' W261.86 261.45 (E) WATER METER -�� 261 £ 261.38 D.W. W.M. 260.87 - _ / 261.64 T/C 260.68 T/C 261.40 T/C (E) SIDEWALK o T/C DRIVEWAY 26 . T/C 260.43 260.57 260. 4 260. 261.21 F.L. F. o � ' o GRENOLA DRIVE 26 1 ' Oy RENOLA DRIVE 60'261.13X / MAG o ; / o I SITE PLAN 4 1 O PIPE (LEANING) �B ARS S4303TE n 4n' nr_n o� 276.51 ROOF BUILDING #211 GRENOLA DRI` 271.13 BLDG. 6-0" HT. WOO j 271.44 BLDG. l J 0 z m m TOT N m D {N) LANDSCAPE SEE L-1 SHEET Q 262.86 D.W. T/C T/C I I \ T/C � T/C o 261.41 £ 261.69 F.L. FRONT YARD IMPERVIOUS AREA 0 262 NORTH 'X, 1/8111 2 D LIVING AREA A 263.24 I FENCE SF. B - SF. C 337 SF. D 248 SF. E 396 ROOF EAVE 0 144 262.79 G 32 2 2.79 X CHECK H 137 RI�/ET J 498 10'-01 R4I UIRED 2ND FLOOR SET CK 798 SF. 8'-0° 39414SF. 0 R QUIRED IST FLOOR SETI CK X O ONr%� U 262.99 LU Q LL /.-FEN C E O opo r--, o0 I LU _ 262.84 FENCE L/ 1 O PIPE (LEANING) �B ARS S4303TE n 4n' nr_n o� 276.51 ROOF BUILDING #211 GRENOLA DRI` 271.13 BLDG. 6-0" HT. WOO j 271.44 BLDG. l J 0 z m m TOT N m D {N) LANDSCAPE SEE L-1 SHEET Q 262.86 D.W. T/C T/C I I \ T/C � T/C o 261.41 £ 261.69 F.L. FRONT YARD IMPERVIOUS AREA 0 262 NORTH 'X, 1/8111 2 D LIVING AREA A 231 SF. B 593 SF. C 337 SF. D 248 SF. E 396 SF. F 144 SF. G 32 SF. H 137 SF. J 498 SF. K 798 SF. TOTAL 39414SF. 1 ST FLOOR 1ST FLOOR 2,118 SF. (AREA OVER 169 HIGH) 2ND FLOOR 1,296 SF. NOTES: 1. NEW GAS METER AND ELECTRIC METER ARE DESIGNED BY PG&E. 2. PERCENTAGE OF FRONT YARD IMPERVIOUS AREA FRONT YARD : 20'-0"X76'-0"=1,520 S.F. IMPERVIOUS AREA : 550 S.F. (DRIVEWAY 449+ PORCH 39+CONCRETE PAVER 62) S5C S F /1 S9C S F =, � % 26 2% < 4C AREA CALU LATI 0 N 2ND FLOOR GARAGE AREA L 462 SF. M 198 SF. TOTAL 660 SF. TOTAL BUILDING AREA TOTAL 39414+660 49074 SF. D PORCH N 1 49 SF ROOF OVERHANG 0 578 SF -I& NORTH 1 L F�A �Iml D C DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: REVISION W DATE DESCRIPTION A05/21/18 W� ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT U� 10/11/18 RESPONSE PLANNING DEPARTMENT A1/15/19 z= O 3/4/19 RESPONSE PLANNING DEPARTMENT L W� J 0 0� O O ONr%� U LU Q LL z Lu O opo r--, o0 LU (D ~ L/ _ `/ z N� Q H� u) 3: U w z REVISION ## DATE DESCRIPTION A05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT A1/15/19 RESPONSE PLANNING DEPARTMENT ® 3/4/19 RESPONSE PLANNING DEPARTMENT L DATE: 3/4/2019 DRAWN: QL/WN/XJ PROJECT NO.: J18 -R011 SHEET TITLE: PROPOSED SITE PLAN & AREA CALCULATION SHEET OF: ADJACENT RESIDENCE ADJACENT Q RESIDENCE AD. D.S. D.S. N 6'-0" HT. WOOD FENCE N) LANDSCAPE SEE L-1 SHEET OP NE 5:12 � ()LN oN)LN O O O O O O (N) L (N) LN (N) LN (N) LN (N) LN (N) LN (N) CLASS "C" SHINGLE ROOF °O D.S. r D.N4 D. Q L (E) REMAIN (N) LN \ \SIN\ L----- `— — — — — — — — — — — — — —� N N v i N 6'-0" T. 06D FENCE 5:12 v (N)LANDSCAPE v / E TREE TO REM IN, vv // vv / BACKYARD \\ / // I I 2X4 SKYLIGHT VIEW ��� 5:12 I �� x�� \\VIEW // ROOF EAE II _ N) 6'-0" H4. WOOD \\\ I \\\ /// I I .S. O FENCE I I \ / I I 1r -o• �� \y y�OOF EAVE ' 2ND FLOOR ROOF 5.12 i �I CRICKET ( TREE TO REHAIN ROOF EA VEI k�x x� VIEW / \\ VIE I I I z CRICKET - I ROOF EAVE - 9 10 I I OVER 16'-0" AREA FROMzi� 811 CRICKE 12 I I THE FINISHED 1ST FLOOR:137 SF 6 13 I14 I 5:12 1s 5:12 16 ADJACENT I o17 I I ADJACENT RESIDENCE RESIDENCE N N 1� 15'-0' I I N N Lu - J 8'-0• I I I \I`ROOF EAVE 03 I I 5:12 ROOF EAVE Lu a - 512I I I 5:12 5:12 (N) G.M. (N) E.M. — — — 1ST FLOOR ROOF ■ — — — — — — — — — — — — — — — — — — — — — J El N N (E) . M. I ■ I I I ■ n1iL N) 6'-0" HT. WOO N 6'-0" HT. WOOD ■ I ROOF AVE I ■ GATE GATER. �FFAf j T E3 - - - - - ■ ■ S D. -�- ROOF EAVE NORTH A a� (N)LANDSCAPE ■ SEE L-1 SHEET ■ ■ PROPOSED ROOF PLAN 1/4 1 I •° (N) CO ■ (N) D IV WAY PRIVACY PLANTING DETAILS ■ ■ N) LANDSCAPE I SEE L-1 SHEET A e (E) WATER METER (E) SIDEWALK NORTH EXISTING PLANT LIST SYMBOL QUANTITY SCIENTIFIC NAME COMMON NAME SPEC. CA NATIVE WATER USAGE 09/05/18 1 KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" Dia., 22' Canopy, 25' Ht. NO LOW 0 2 JACARANDA MIMOSIFOLIA JACARANDA 18" DIA., 15' CANOPY, 25' HT. NO MEDIUM PROPOSED PLANT LIST LN 11 LAURUS NOBILIS GRECIAN LAUREL 15 GAL., 10' O.C. MIN 6'-0" IN HT. NO LOW GRENOLA DRIVE D 2 VIEW PRIVACY PLAN 1/811 3 NOTES 1/811 2 DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: W W� U� O z= W� c:) O J oo� ~� Q ON r%� V) �U op Q O o z 00 LV LL O 00 DC Lu M Lu L v O _ z N� Q H� V) 3: U w z DATE: 3/4/2019 DRAWN: QL/WN/XJ PROJECT NO.: J18 -R011 SHEET TITLE: VIEW PRIVACY PLAN & PROPOSED ROOF PLAN SHEET OF:A�lml REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 1/15/19 RESPONSE PLANNING DEPARTMENT ® 3/4/19 RESPONSE PLANNING DEPARTMENT I I I I I I I i I I I I I I I I I I I I i 3 ---------- 04 I I � I N I I I I I I I I II I I I I r—J I I I I I III — I I I I I I I I I I 21'-5" i14 14'-6" 6'-0" 208 209 '—n"x4'—n" 6'-0"X8'—O" 17 20 HALLWAY CARPET 177 SF —0"X8'-0" +9'-0" CEILING HEIGHT BEDROOM #5 CARPET 202 SF +9'-0" CEILING HEIGHT 9 C) 00 0 04 00xxx � W.I. C 8 2k09/05/18 °(0 10 ILL NO s SF II`�B ° 6 T ' ;2ND 12 LAUNDRY— TIL 13 4'-0"X4'-0" 14 48S 15 D 16 17 20 HALLWAY CARPET 177 SF —0"X8'-0" +9'-0" CEILING HEIGHT Dc 4�14'— LO 6" 24"MIN. lZrI 0"X4'-0" 4'-0"X4'-0" TEMP. GLASS TEMP. GLASS 8/—�\11» 5'-2» 6'—Ovv n1\ 21'-11" 11'-7" E.G. 6'-0"X4'-0" 207 I in BEDRM. ; CARPET 179 SF +9'-0" CEILING HE 7'-11» C° CLOSET i� 28 SF CLOSET I C 24'-6" I 23'-6" i i E.G. 6'-0"X4'-0" i i 206 -----------, I I I � I I I I I I I i I i BEDROOM. #3 I CARPET I -00 I 179 SF +9'_0" CEILING HEIGHT cD co I 10 1ST FL R BEL DW I I i CV CV /L 21 09 _ I I 6'-6" `o I I W LC #2 x i 205 ACC S ; CARPET O 26 SF I I +9'-0" CEILING HEIGHT rO I 4'-0" II g 1= j --------------------------- 0211 I 04 2X4 SKYLIGHT CO 1 00 J MII IN C0 FT,00 DATE C) 00 0 04 00xxx � W.I. C ORIGINAL ISSUED 2k09/05/18 °(0 BATH. #2 ILL NO s SF II`�B ° g' 0' CEILINI BATH. #3 TILE ° W.I.0 #4 CARPET LAUNDRY— TIL 72 SF 4'-0"X4'-0" 42 SF 48S TEMP. GLASS 9'-0" CEILING HEIGHT +9'-0" CEILING HEIGHT +g'-0" CEILIN HEIGHT Dc 4�14'— LO 6" 24"MIN. lZrI 0"X4'-0" 4'-0"X4'-0" TEMP. GLASS TEMP. GLASS 8/—�\11» 5'-2» 6'—Ovv n1\ 21'-11" 11'-7" E.G. 6'-0"X4'-0" 207 I in BEDRM. ; CARPET 179 SF +9'-0" CEILING HE 7'-11» C° CLOSET i� 28 SF CLOSET I C 24'-6" I 23'-6" i i E.G. 6'-0"X4'-0" i i 206 -----------, I I I � I I I I I I I i I i BEDROOM. #3 I CARPET I -00 I 179 SF +9'_0" CEILING HEIGHT cD co I 10 1ST FL R BEL DW I I i CV CV /L 21 09 _ I I 6'-6" `o I I W LC #2 x i 205 ACC S ; CARPET O 26 SF I I +9'-0" CEILING HEIGHT rO I 4'-0" II g 1= j --------------------------- 0211 I 04 2X4 SKYLIGHT CO 1 00 J MII IN uj DATE _ 1 A05/21/18 W.I. C ORIGINAL ISSUED 2k09/05/18 BATH. #2 U s SF TILE ° g' 0' CEILINI 04 52 SF O 3/4/19 11-0" CEILING HEIGHT 4'-0"X4'-0" TEMP. GLASS W� 10'-0" 2'-099 Q 203 � � O I I -------------------- --------- EIEEDRM. #4 CARPET 123 SF +9'-0" CEILING HEIGHT E.G. 6'-0"X4'-0" 10'-10" 204 1 ST FLOOR BELOW 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 j I I I I j 1 ST FLOOR BELOW 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 ----J I I ! I I ; L J C ND. FLOOR PLAN � D 0 N D `a..mV4/011=1 \V - IT&1I1110 ALL EXTERIOR WALL TO BE 2X4 OR 2X6 DF #2 STUDS @ 16"o.c. WITIH 1/2" THK. GYP. BD. INTERIOR SIDE 7/8" CEMENT PLASTER OVER PAPER BACKED LATH OVER 1/2" CDX PLYWOOD OR 3/8" CDX PLYWOOD PER SHEAR WALL LAYOUT ON S—PLAN. (SEE ELEVATIONS FOR EXTERIOR FINISH) (SEE S—PLAN FOR ACTUAL SIZES.) 2X4 or 2x6 WOOD STUDS ®16" O.C. WITH 1/2" THK. GYP. BD. ON BOTH SIDES USE W/R GREEN GYP. BD. @ WET WALLS (CDX PLYWOOD OVER STUD @ SHEAR WALLS) S.S.D. 1 HOUR RATED WALL 2X4 OR 2X6 WOOD STUDS @ 16" O.C. W/ 5/8" TPY. "X" GYP. BD. ON BOTH SIDES. (Y2" CDX PLYWOOD OVER STUD © SHEAR WALLS, W/R GREEN GPY. BD. @ WET WALLS) 1 ST. FLOOR PLAN � O C 1 28'-7" � — I 6'-0"X5'-0" 0 Nor NORTH L /_1DC DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: REVISION uj DATE DESCRIPTION A05/21/18 W(n ORIGINAL ISSUED 2k09/05/18 RESPONSE PLANNING DEPARTMENT U :D RESPONSE PLANNING DEPARTMENT A1/15/19 z= O 3/4/19 RESPONSE PLANNING DEPARTMENT W� Q � � O �Mo uJ 1� m 00 V) Q O U opo r--, LI..I LL z Lu O o0 LU (J V c:) w z V / _ z ,--I N� Q V) 3: U w z REVISION # DATE DESCRIPTION A05/21/18 ORIGINAL ISSUED 2k09/05/18 RESPONSE PLANNING DEPARTMENT A10/11/18 RESPONSE PLANNING DEPARTMENT A1/15/19 RESPONSE PLANNING DEPARTMENT ® 3/4/19 RESPONSE PLANNING DEPARTMENT DATE: 3/4/2019 DRAWN: QL/WN/XJ PROJECT NO.: J18 -R011 SHEET TITLE: PROPOSED FLOOR PLAN SHEET OF: A-2 0 (N) WD. 6'-0" HT. FENCE o 0 o 0 o M 0'-0" UBFLOOR # DATE DESCRIPTION <N� 05/21/18 ORIGINAL ISSUED SL, SL, FIXED EMP. GLAS 10/11/18 ROOF Timberline Ultra HD Fox Hollow Gray Lifetime Architectural Shingles with StainGuard Specifications RESPONSE PLANNING DEPARTMENT Dimensions Product Length (in.) 39.375 Prodn,ct Wldth (in.) 13.25 Product Thickness (n.) 23 Details Cola -Family Bmwn Number of pieces per bundle 18 Color/Finish Weathered Wood Requirements Attic Vophlatien, Underlaymem: Features Algae Re I.et,",gh Wind Rgslant,SYairguard Rooting Product Type Protection Architectural Shingle Fire Rating (UL AQ Class A Shingle Exposure (n.) 5.625 Ma,erial Asphalt Warranty L"rfetime Limited W—rily x Number of bundles per 108 sq. ft.{Square) 4 Weight Per Bundle(lb.) 81 EXTERIOR WALL COLOR #S210-1 Nutmeg Frost Satin Enamel Exterior Paint — — — — —— — — — — —— — — — — — — — — — — — E TOP OFRfDG=— — — — — — ( - 1 ) Specifications N CLASS "C" SHINGLE ROOF Dimensions Container Size 1 GA -Gallon Goverage/vea {sq.OJ a00 OVER 16'-0" AREA FROM Details C—F.m4r Dmuge-P PtinVSan Clean Up Snee.— THE FINISHED 1ST FLOOR: 137 SF LLn Color Number M-1 Pain SainK F W owT Pera Mildew Reisvr3pir"er Resistam,WA=ade Resis[mrt N CLASS "C" SHINGLE ROOF 2ND FLOOR Color/ un, Nuhneg Frost RG8 Value Drym,o nn {mm.) a Hmmabla HSL Value 23.6:46.5:86.1 SM1een 236216203 Noo-Rmu b1e in —.—.—.—.—.—.—.—.—.—. —.— TOP PLATE —.—._ Heeaaecimai Value Ec"6ce rma netpre resoating lopes) a 31-011 TYP. STUCCO FINISH 2 LAYERS Immor/Exterior Paim EMerxv Pant Tim Mase mm Tempe,a°'r U- (F) 6n r p mry 13ase1 Solid OF GRADED PAPER OVER ALL PaimaPrin-ri0- 1_ FIXED `O WOOD BASED SHEATING EXTERIOR WINDOW, DOOR AND TRIM Milgard Tuscany Series, Vinyl, White UNDERNEATH STUCCO FINISH (CBC Specifications 2506.4) I I LIAIL, Q Y__ Dimensons Grid Widn, (in.) None P -r. N/d f-) Jamb Depth (n.) 3.25 Rough Opening HegM{InJ 30 48 Product Depth in.) 3.25 Rough Opening Width pn.)ProdatHeignt(m.) 48 WdM (n.)xHeigM C-) 30x48 ll I L r- I I IJ L� �l l l� `L 2ND FLOOR LEVELaumi� Details -s-r GoPr]F mh Family WhRe LockType lift Haeft I T_ n I�� I� IL T -11'I T I I� � r i—_ 1ST FLOOR Gla�6 r nlnnlad�,�anti g — _ _ '' —TOP PLATE — _ me Mata �inN Pmd WigMPb.) 4416 V Glazing Type Double Pane Solar Heat Gain Gcefficimt 0.21 4'-0" 4'_0" 4'_0" Gritl PaOern None D -Factor 0.30 O 1 (N) (N) iN) <N) Hardware wiorixinmh F—ly wh. .--Type &.&H.' (N) (N) (N) (N) (N) (N) O - hnedpr cmpr/Firnen FaTur where r4�ndpw usaTyPe New GpnlrwGon,Replagemem FRONT STONE NATURAL STONE VENEER PANELS, DESERT HAZE o 1 1 // o o 1 SL. _ o L SSL S � vrn 704 Specifications o - P,. - Dimensions Coverage Arae (eg.".) 7ft Protluct Height@n.) 241n 9 1 - —�yw..rq�c- ,. P,Depth (n.) 1.25. Product Width (in.) ___"^^.Mt.l 48,n _1 _1 _1 0'-0" SUBFLOOR -R--"� Devil= Cola Famiy Brawn /Tan Protluct Weight Qb.) 9 I -' NATURE GRADE �ti_��-� Color/Finish Mourrtan Coury Profiles - nt Panel A`47YPanel Style Lad9ar Stone Returnable 90-0ay WEEP SCREED MIN. TYP.14X6 VENT 1/150' ` Presence Treated e= Stone Product Type PBne1s \4" ABOVE EARTH OR SF. OF CRAWL SPACE FRONT DOOR Heirloom Master Right -Hand Classic Stained Fiberglass Walnut Oak Prehun fi g g Front Door 2" ABOVE PAVING TYP. Specifications PRO POS ED WEST E L E V A T I O N 1/ 4 1 1 1 — - -�"�:' O�mde",ren, Ra , ehIC-) eln.) Dowl6'ckness (nl r.]5 Pagh Open rg Hagnt gn.) --W) W) Ba Ro ,r0 ening W,mn Pn.) D.Wils bore Trce H cnbrraen eeae r v oaor Gprnfigurarion Dada oopr H,rga T_ oar class lnsuiar,on Dpm Panic.. ed Inc— taw Henning Right-HanMriewing Men— u—slyi.Clarsk luumperM H'vgm ..kn; �aKKP�ne 9"- &iekmokl.LaWN Bore loaDb Welght gb.) 6erel.wwmnweaipping F.-ya �vaamD. Frame MatwW Comaaily Erng9emMMP-KBenn Gkx Gemnq finien Senn Nckd = `a18 8225• — ess Dep 1— rvxkal Slenaud NO And— nemel — Fiberglass 6 .-.y Back,Bemmmt Emry,Fronfarege Entry,Skle PL P� / \ / \ - - _. MATERIAL SPECIFICATIONS (E)TOP OF RIDGE \`\ 12 'N / CLASS "C" SHINGLE ROOF 12 s / \ \ \ 2ND FLOOR / / TOP PLATE — — — — 6'-0" 61-011 V V 61-011 61-011 V V V V \\ TYP. STUCCO FINISH 2 LAYERS ' \`\ OF GRADE D PAPER OVER ALL (N) (N) WOOD BASED SHEATING o o (N) �N) o 0 DZRNEATH STUCCO FINISH (CBC Q�,p�/' C' // / `\ 2506.4) FIXED 12 \`\ E.G. SL. - E.G. SL. C a5 \\o VENT CALCULATION: BID C'iyTA�9 * °ri o 0 0 CALCULATION OF CRAWL SPACE VENTS: !li TOTAL AREAS ENCLOSED: 1,949 SF. 2ND.FLOOR LEVEL TEMP. GLASS `\ AREA OF OPENING REQUIRED: / 1ST FLOOR b - —\ \`s 1,949/150=12.99SQ. FT. x 144= 1,871 SQ.IN. TOP PLATE -' - - 1, 6-0 --- - � -i- TO PROVIDE o � (23) 14"X6" VENTS (14X6=84 SQ.IN.)=23X84=1 932 SQ.IN. 0 (N) WD. 6'-0" HT. FENCE o 0 o 0 o M 0'-0" UBFLOOR (N) TOTAL PROVIDED: 1,932 SQ.IN. > 1,871 SQ.IN. (N) N WD. 6'-0" o HT. FENCE L, 0 0 _ o 0o ao E,G, SL. 0 0 0 o M FIXED EMP. GLAS SL' NAT RE GRADE -')01 81 -on 7'-0rr REQ'D IST FLOOR SIDE SETBACK WEEP SCREED MIN. TYP.14X6 VENT 1/150 REQ'D 1ST FLOOR SIDE SETBA ARTH 11'-011 4" ABOVE EOR SF. OF CRAWL SPACE $r-0" PROPOSED 1ST FLOOR SIDE SETBACK 2" ABOVE PAVING TYP. PROPOSED 1ST FLOOR SIDE SETBACK PROPOSED SOUTH ELEVATION 1/4 2 VENT CALCULATION N.T.S 3 DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: W U :D O z= W� J � O Ln � V) O U o�0 Q zr--,W LL LU O Co W tttttttttJ o w z _ O z N� Q IIIIIIIIIIIIIIII� V) 3: U w zAo DATE: 10/11/2018 DRAWN: QL/WN PROJECT NO.: J18 -R011 SHEET TITLE: PROPOSED ELEVATIONS & MATERIAL SPECIFICATIONS SHEET OF: III. REVISION # DATE DESCRIPTION <N� 05/21/18 ORIGINAL ISSUED SL, SL, FIXED EMP. GLAS 10/11/18 (N) TOTAL PROVIDED: 1,932 SQ.IN. > 1,871 SQ.IN. (N) N WD. 6'-0" o HT. FENCE L, 0 0 _ o 0o ao E,G, SL. 0 0 0 o M FIXED EMP. GLAS SL' NAT RE GRADE -')01 81 -on 7'-0rr REQ'D IST FLOOR SIDE SETBACK WEEP SCREED MIN. TYP.14X6 VENT 1/150 REQ'D 1ST FLOOR SIDE SETBA ARTH 11'-011 4" ABOVE EOR SF. OF CRAWL SPACE $r-0" PROPOSED 1ST FLOOR SIDE SETBACK 2" ABOVE PAVING TYP. PROPOSED 1ST FLOOR SIDE SETBACK PROPOSED SOUTH ELEVATION 1/4 2 VENT CALCULATION N.T.S 3 DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: W U :D O z= W� J � O Ln � V) O U o�0 Q zr--,W LL LU O Co W tttttttttJ o w z _ O z N� Q IIIIIIIIIIIIIIII� V) 3: U w zAo DATE: 10/11/2018 DRAWN: QL/WN PROJECT NO.: J18 -R011 SHEET TITLE: PROPOSED ELEVATIONS & MATERIAL SPECIFICATIONS SHEET OF: III. REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 1/15/19 RESPONSE PLANNING DEPARTMENT DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: W W(n U:D 0 z= w� O J o o� �m V) �ou o Q zr--,LL.I LL Lu O o0 Lu(D 1--q J owz (� (D,a _ z � 0 N� Q V) 3: _3: U Lu z DATE: 10/11/2018 DRAWN: QL/WN PROJECT NO.: J18 -R011 SHEET TITLE: PROPOSED ELEVATIONS SHEET OF:A�4 REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 1/15/19 RESPONSE PLANNING DEPARTMENT DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 1630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: QING LI (408) 901-8777 INFO@LADC-ARCH.COM CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA 95014 (408)789-7860 PROJECT: W W(n U:D 0 z= w� O J o o� �m V) �ou o Q zr--,w LL Lu O o0 Lu(D 1--q J owz (� (D,a _ z � 0 N� Q V) 3: _3: U Lu z DATE: 10/11/2018 DRAWN: QL/WN PROJECT NO.: J18 -R011 SHEET TITLE: SECTI OIVS SHEET OF:A�5 REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 1/15/19 RESPONSE PLANNING DEPARTMENT Ai 0 A ERTY LINE -U' N) S L-1 SHEET 0 LN EEE R MAIN / O O 0 Existing 6i F(N�LN L ( ( L Chinese flame tree/ (see table) j N LL -LN V/ 0 � N J 11 1 EMAIN \ D Existing Z (N) LN \ \ C o Jacaranda /�� —-------�--- --- ------ (see table) \ \ Y Y v v m m 0 0 / \ o0 00 vv v BACKYA 4 z (N� (N)LANDSCAPE vv w Ir O N 6-0" HT. OQD FE C \ \ \ o 0 r Privacy s reening plant - \ MULCH ------7, 'I Per City 1 f Cupertino's \ ,. r , " .• , I Privacy S reening �;:.��.' . "'.a•;.�;'�:. I Material ......... '. a %. d BACKYARD a,.� !.9-:• '�.`• ~: ••.fir•:••' CpNCRETE'p'PPVE.R•a. • •'/ \.. ° d� :• . / b I /•,� \ \. N 6'-0" HT. WOOD ' \ • ', ' ° .: .: •a •: I: -. 1./: ' • : 1•<%. �` 9 a '• W I — .. FENCE I \, �• '•: :• .•.• i .:�•' •°' �.•1' Z MULCH •*� . ��.:..'.4 r ` d. ,� 1• Existing I a•..' °' QJ�•. W Jacaranda (E)TREE TO 1fEMAlN 1 ':.•''.,;d•.':1 >' •/ L' (see table) ..::. '. \'f';' 0 �." � U1E',. VfE1&: i:0 I — (V ■ 15'-0" PP ORSED 2ND FL00 SETBACK — W V Z ■ — J ■ o f1' W d a PROPOSED FENCE PROPOSED GATE GATE 5 -CM 9 -DA 10 -EG J q R +ETBACK Mulch DRIVEWAY Al A2A3 /4\ LANDSCAPE PLAN II — — — J GARAGE 660 $F ROPOSED 2NU FLCOR 5 JROPOSED LST FLCDRSI UM/AV CL rHIn 215 s.f. , 1 CO B(E) WATER METER (E) SIDEWALK GRENOLA DRIVE REQUIRED 2ND FLOOR G R QUIRED 1ST FLOOR I — — F-00-201 PROPOSED FENCE ____(N)6-0" HT. WOOD GATE 4-LAL 5 -SA 2 -LAR 3 -CM Existing Plant List Symbol Quantity Scientific Name Common Name Spec. CA Native Water Usage Trees 1 Koelreuteria bipinnata Chinese flame tree 24" Dia., 22' Canopy, 25' Ht. No Low O2 LN Jacaranda mimosifolia Jacaranda 18" Dia., 15' Canopy, 25' Ht. No Medium Proposed Plant List Symbol Quantity Scientific Name Common Name Spec. CA Native Water Usage Trees CO 1 Cercis occidentalis Western redbud 24" BOX, Min 6' in Ht. Yes Low LN 11 Laurus Nobilis Grecian Laurel 15 Gal. , 10 ' O.C. Min 6 In Ht. No Low Shrubs CM 12 Ceanothus maritimus California Lilac 1 Gal. Yes Low PH 2 Phormium Flax 5 Gal. No Low DA 17 Diplacus aurantiacus Sierra monkey flower 1 Gal. Yes Low LAR 5 Lupinus Arboreus Yellow Bush Lupine 5 Gal. Yes Low LAL 9 Lupinus albifrons white -leaf bush lupine 5 Gal. Yes Low SA 15 Salvia apiana compacta Compact White Sage 1 Gal Yes Low LH 10 Lonicera hispidula California Honeysuckle 5 Gal Yes Low EG 10 Erigeron glaucus x Wayne Roderick Wayne Roderick Daisy 1 Gal Yes Low Tota Exterior Area 6,810 S.F Landscape Area 4,927 S.F. Mulch: 2,768 S.F Planting Area: 2,159 S.F. Non- Landscape Area 1,883 S.F. Gravel Path: 500 S.F. Paved Driveway: 530 S.F. Concrete Paver, Porch Stairs: 853 S.F. Existing tress in backyard • 2x Jacaranda tree • 1x Chinese flame tree Existing trees in backyard •Chinese flame tree Existing tress in backyard •Jacaranda tree S CALE: %811 = V-0 L F�A �Iml D C DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 10630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: Scott Hayes, RLA (415) 939-7245 shayes236@gmail.com COTT R.HAYE. CA NO. 6367 CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA, 95014 (408)789-7860 PROJECT: # DATE DESCRIPTION A05/21/18 W A09/05/2018 Revision Per City's Comments W(n 10/18/2018 Revision Per City's Comments A1/30/2019 U :D 3/30/2019 Revision Per City's Comments z= O A W�T� J Q O Lr) 110 I—I ~ QCb V W Q LL OU LU 0 N LU v U0(D J C�z owe �0- Q i. z N U U LU z REVISION # DATE DESCRIPTION A05/21/18 ORIGINAL ISSUED A09/05/2018 Revision Per City's Comments 10/18/2018 Revision Per City's Comments A1/30/2019 Revision Per City's Comments ® 3/30/2019 Revision Per City's Comments A DATE: 06/27/2018 DRAWN: SB/I PROJECT NO.: J18 -R011 SHEET TITLE: LANDSCAPE LAYOUT AND PLANTING SHEET OF: L- 1 PLANTING NOTES: 1. SITE DESIGN BASED ON TOPOGRAPHIC INFORMATION FROM ARCHITECT. ALL GRADES TO BE VERIFIED IN FIELD. 2. SPECIFICATIONS FOR CONSTRUCTION METHODS AND MATERIALS NOT LISTED. 3. SHOULD CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, DRAWINGS SHALL GOVERN DIMENSIONS AND QUANTITY, SPECIFICATIONS SHALL GOVERN MATERIALS AND FINISHES. 4. ALL ELECTRICAL WORK TO COMPLY WITH CITY OF SUNNYVALE SPECIFICATIONS AND UNDERWRITERS LABORATORIES (UL) SPECIFICATIONS. 5. PLANT PROTECTION: ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED "EXISTING TREES TO REMAIN" SHALL BE HAND LABOR. SEE LANDSCAPE PLAN FOR RESTRICTIONS; NOTIFY LANDSCAPE ARCHITECT AND ARBORIST WHEN CONSTRUCTION ACTIVITIES MAY DAMAGE EXISTING PLANTS TO REMAIN. 6. REPLACEMENT OF EXISTING TREES TO REMAIN: REPLACE EXISTING TREES TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION WITH ACCEPTED TREES OF SAME SPECIES AND SIZE AS THOSE DAMAGED AT NO COST TO OWNER. LANDSCAPE ARCHITECT WILL DETERMINE EXTENT OF DAMAGE AND VALUE OF DAMAGED PLANTS. 7. CONTRACTOR IS RESPONSIBLE FOR PHOTO DOCUMENTATION OF ALL CLOSED IN WORK. 8. SUBMITTALS AND APPROVALS: NOTIFY LANDSCAPE ARCHITECT FIVE (5) WORKING DAYS PRIOR TO ALL SITE VISITS AND APPROVALS. 9. ALL EARTHWORK, INCLUDING SITE CLEARING, PIER DRILLING AND SPREAD FOOT EXCAVATION, PREPARATION OF SUBGRADE AND SELECT FILL BENEATH SLABS -ON -GRADE AND OTHER FLATWORK, PLACEMENT AND COMPACTION OF ENGINEERED FILL, AND SURFACE AND SUBSURFACE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS BY STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHOULD BE PROVIDED AT LEAST 48 HOURS ADVANCED NOTIFICATION OF ANY EARTHWORK OPERATIONS AND SHOULD BE PRESENT TO OBSERVE AND/OR TEST OF NECESSARY TO EARTHWORK AND FOUNDATION INSTALLATION PHASES OF THE PROJECT. 10. AT LEAST 4 CU. YDS. OF COMPOST, SIX (6) INCHES DEEP, SHALL BE APPLIED PER 1,000 SQ. FT. OF LANDSCAPE AREA. 11. A MINIMUM OF EIGHT (8) INCHES OF NON -COMPACTED TOPSOIL SHALL BE AVAILABLE IN PLANTED AREAS 12. SOIL AMENDMENTS, SUCH AS COMPOST OR FERTILIZER, SHALL BE APPROPRIATELY ADDED ACCORDING TO THE SOIL CONDITIONS AT THE PROJECT SITE AND BASED ON WHAT IS APPROPRIATE FOR THE SELECTED PLANTS. 13. A MINIMUM THREE (3) INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS, EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION (E.G. HYDRO -SEEDING). 14. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND ADDED PER CITY/TOWN ASSESSOR'S PARCEL MAP. IF A DISCREPANCY ARISES, A BOUNDARY SURVEY SHALL BE COMPLETED BY A LICENSED SURVEYOR TO RESOLVE THE ISSUE. 15. CONTRACTOR TO VISIT SITE TO CONFIRM EXISTING CONDITIONS PRIOR TO SUBMITTING BID. CONTRACTOR TO EXAMINE AND NOTE ALL EXISTING CONDITIONS AS THE CHARACTER AND EXTENT OF WORK INVOLVED. 16. CONTRACTOR TO REMOVE ALL OBSTRUCTIONS BOTH BELOW AND ABOVE GROUND, AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 17. BID IS TO BE SUBMITTED ON A LINE ITEM BASIS WITH UNIT PRICING WHERE APPLICABLE. O am WATER -EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/ Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http: / /cupertino.org/ planning PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION COMPANY & COMPANY ADDRESS LADC O SCOTT R. HAYES a NAME LIC. /CERT.# 6367 m CA NO. 6367 Scott Hayes 9p�FN. I p .3 Vv PRO L E-MAIL PHONE qing@ladc-arch.com (408) 642-1628 PART 2: PROPERTY & PROPERTY OWNER INFORMATION PROPERTY OWNER NAME EARTH E-MAIL MINGSHU HSU AROUND GRASS, PROPERTY OWNER ADDRESS MULCH PHONE 21090 GRENOLA DR., CUPERTINO, CA 95014 GRADE PROJECT ADDRESS RESPONSE PLANNING DEPARTMENT A.P.N. 21090 GRENOLA DR., CUPERTINO, CA 95014 U� PROJECT TYPE (CHECKAPPLICABLE) WATER SOURCE RESPONSE PLANNING DEPARTMENT ❑ New ❑ Potable ❑ Rehabilitated ❑ Recycled TOTAL LANDSCAPE AREA TURF PLANT AREA El Non -Residential L] On-site captured rainwater 4828 SQ, Fr. 0 SQ. Fr. ❑ Graywater W� WATER PURVEYOR NON -TURF PLANT AREA SPECIAL LANDSCAPE AREA SQ. Fr. SQ. Fr. PART 3: COMPLIANCE CHECKLIST Landscape Parameter Requirements Compliance TURF AREA Turf shall not exceed 25% of the landscape area or 1,250 sq. ft., whichever is lesser in area. ij no turf (No turf in non-residential area) El YES Turf shall not be planted on slopes more than 25%. ❑ YES All portions of turf areas shall be wider than ten (10) feet (unless irrigated with ❑ YES subsurface irrigation or low volume irrigation system). PLANTING AREA At least 80% (100% for non-residential area) of non -turf area shall consist of native or low water use plants. C� YES No invasive and/or noxious plant species shall be planted. YES Plants with similar water needs shall be grouped within hydrozones. Each YES hydrozone shall be controlled by a separate valve. SOIL MANAGEMENT Atleast4cu.yds. of compost six (6)hrhesdeep,shallbeapphedper 1,000sq.ftoflandscapeama. fa YFs A minimum three (3) inch layer of mulch shall be applied on all exposed soil surfaces of planting areas, except in areas of direct seeding application (e.g. YES hydro -seeding). Grading shall be designed to minimize soil erosion, run-off, and water waste. EY YES IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or V YES ❑ no irrigation soil moisture sensor data and utilize a rain sensor. system Irrigation controllers shall be a type which does not lose programming data in YES the event the primary power source is interrupted. Page o, f 2 r�r-�i rnnF_r\ rlr-�Nir nF_TF_ n A \/1NG \-90% COMPACTED SUBGRADE CONCRETE UNIT PAVER N.T.S. GRAVEL PAM NG N.T.S. 1/2 "EQUAL" (MAX.) AT EDGES 'INFILL' PLANT, AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES TYPICAL PLANT, SPACING VARIES- SEE PLANT LEGEND AND PLANS EQUAL EQUAL EDGE OF PLANTING 12" NOTE: (SHRUBS) ALL GROUNDCOVER SHALL BE 8 PLANTED AT EQUAL SPACING (GROUNDCOVER) GROUNDCOVER SPAC NG N.T.S. CRASS PLANT NG N.T.S. PLANT MATERIAL PER PLANTING PLAN 3" DEEP TAMPED EARTH WATER BASIN AROUND GRASS, FILL WITH MULCH PER SPECS. FINISH GRADE WEED BARRIER SEE SPECIFICATIONS ROOTBALL PLANT TABLET BACKFILL 90% COMPACTED SUBGRADE OR ON -STRUCTURE SOIL MIX. SET CROWN OF ROOTBALL 2" ABOVE FINISH GRADE 3" DEEP TAMPED EARTH WATE BASIN AROUND SHRUB, FILL WITH MULCH PER SPECS. MULCH PER PLAN FINISH GRADE PLANTING PIT TO BE 2" SHALLOWER THAN ROOTBALL AT CENTER, BUT DEEPER AROUND HOLE'S EDGES TO PREVENT SETTLING. PIT TO BE TWICE THE WIDTH OF THE CONTAINER. PLANT TABLET BACKFILL SCARIFY SUBGRADE OR ON -STRUCTURE SOIL MIX NOTE: FOR ON -STRUCTURE PLANTING ALLOW 1 %2" MINIMUM GRAVEL LAYER OR 4" GRAVEL (TYP) LAYER WHERE GRADE SHRUB PLAN4149S- N.T.S. PLAN VIEW STA� RUB HOS TREE TRUf TREE PLANTING /STAKING N.T.S. RUBBER HOSE OVER WIRE TIES - SEE SPECS. SET CROWN OF ROOTBALL 2" ABOV FINISH GRADE 2" MULCH LAYER PE SPECS. 3" DEEP WATER BASIN FINISH GRADE PLANT TABLET PLANTING PIT BACKFILL WATER SETTLE SO1 L AROUND ROOTBALL TO ANCHOR IN PLAC 2" DIA. WOOD TREE STAKES SCARIFY SUBGRADE L �ImIDC F�A DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 10630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: Scott Hayes, RLA (415) 939-7245 shayes236@gmail.com /�1DSC4,, * NOe6m �F ofCA `�� CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA, 95014 (408)789-7860 PROJECT: ## DATE DESCRIPTION A05/21/18 W Al 09/05/18 RESPONSE PLANNING DEPARTMENT W� 10/11/18 RESPONSE PLANNING DEPARTMENT 01/15/19 U� ® 03/04/19 RESPONSE PLANNING DEPARTMENT L z= W� J 0 C) 0 Ln � H� V) I --I Q 010 W < LL z LU U o FjI W (n rrJ V M W a Q - Z U U Lu z REVISION ## DATE DESCRIPTION A05/21/18 ORIGINAL ISSUED Al 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 01/15/19 RESPONSE PLANNING DEPARTMENT ® 03/04/19 RESPONSE PLANNING DEPARTMENT L DATE: 06/27/2018 DRAWN: SB/QL PROJECT NO.: J18 -R011 SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET OF: L-2 Irrigation Legend Symbol Description P.O.C. Point of connection (Connect to irrigation water meter) Irrigation water meter - to be provided by others. If static pressure at water meter exceeds 120 PSI - use SCH 40 steel pipe from irrigation meter to irrigation RP. assembly ( size as noted on plans) ■ ■ ■ ■ ■ ■ ■ Schedule 40 - or class 315 PVC pressure mainline ( 1") _ _ _ - Schedule 40 PVC non -pressure sleeve under pavement (2X size inside pipe) Revision Per City's Comments Class 200 PVC non -pressure lateral line (size as noted) B FEBCO Reduced Pressure Backflow Assembly 825YA-1" 1 Indicates controller station number 111 Indicates valve size © Hunter I -Core irrigation controller W/Weather Sensor Rainbird - Flush Valve MDCFCAP Hunter Remote Control valve w/ 40 PSI Pressure Regulator and 1" Filter Hunter Remote Control valve w/ 40 PSI Pressure Regulator and 1" Filter (Tree Drip Rings) R Hunter ICORE Solar Sync Sensing System. WSS-SEN pQ PVC isolation ball valve. Size as mainline. Locate in valve box. O XFCV Subsurface Tree Drip Ring Dripline Model XFS-06-12 — XFCV Sub surface Dripline Model XFS-06-12 TES: NE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY LY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL WIRED NUMBER OF BUBBLERS AS DETAILED. RRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR �PHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN ATED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH �DSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR IEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF O TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITHIN EVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH E OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH D 12" FROM HARDSCAPE SURFACE. JNSIZED LATER LINE PIPING LOCATED DOWN STREAM OF 1" PIPING kLL BE WIN SIZE. (TYPICAL). ]ZING OF LATERA; PIPE SHALL BE AS FOLLOWS: 0-6 GPM 7-12 GPM 3" 13-20 GPM 7. AUTOMATIC IRRIGATION CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN SENSOR. 8. IRRIGATION CONTROLLERS SHALL BE A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED. 9. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE. 10. MANUAL SHUT-OFF VALVES (SUCH AS A GATE VALVE, BALL VALVE, OR BUTTERFLY VALVE) SHALL BE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. 11. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD." ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASAB E/ICC 802-2014. IZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR S EMITTERS) SHALL BE AS FOLLOWS: 12. DEDICATED IRRIGATION METERS ARE REQUIRED FOR '' 0-500 FT NON-RESIDENTIAL PROJECTS WITH MORE THAN 1,000 SQ. FT. OF 501-1100 FT IZING OF LATERAL PIPE FOR DRIPLINE (18" O.0 GRID WITH 0.6 GPH OR S EMITTERS) SHALL BE AS FOLLOWS: .75" 0-1100 FT 1" 1101-2200 FT LANDSCAPE AREA. RRI GATI O N PLAN SCALE: %811 = 1 11_0111 )ESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 10630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: Scott Hayes, RLA (415) 939-7245 shayes236@gmail.com J COTT R.HAYE * CA NO. 6367 '9 �! 104% OF Cpl CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA, 95014 (408)789-7860 PROJECT: LLI W(n U :D 0 z= w� O J o oh �~ �QCb V Q OU N LLQ LL LU O N LU (D J CD V) (D ow< �� Q lowz NU I—I � U w ZAo Al DATE: 06/27/2018 DRAWN: SB/QL PROJECT NO.: J18 -R011 SHEET TITLE: IRRIGATION PLAN SHEET OF:L� 3 REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/2018 Revision Per City's Comments 10/18/2018 Revision Per City's Comments 1/30/2019 Revision Per City's Comments ® 3/30/2019 Revision Per City's Comments O N F_ �s Z -0 -0 O 0 Cp F-------1 - LI) i m 0 0 8 88 8 0 S 8 Grr' D G� O G� D I T1 O z � 1.-- z= N z zi Fn N D 22; z z Fn _ fTl � Csl rz N _n c _ o m m m m n DZ 17- 0�� J C7 Z o � o z cn m b 0 o � z m m Z C] Z fTl O m p z z m z m n m m o C7 mC D O C-) < m D - m 0� z z r m N o m m z m m � o z Z o o n = x O N N O -' � - m 0 o C) m o p m C =� D DD r c o D = co 7 N z� z — N cn m p D iCJ ITl F71 m D m z �J p m o r z C z D� DD o o � -1 m m N n F_ r- � 70 m D �Om o �� m m D 0 Jcn rn � �� z� N o z m > D 0 7 z 1- 1 � z m � C� � z � �7 (-) D o ZD cn=0 D �D c� m � _ ^ F71 I O D 0 U' r z -i -1=1 =III= �F_ i — _ ❑ 0 z o --1—I II II II II z D (j-) z =III FT] O z F_ C ° co D n r O rrl Z7 � x o00 iII m °00 fm 0 z O° 0 0 °oo ° _ -Ti fT1 rrl F71 0� — � L J L J z D /� ��s3, MAX. 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CUPERTINO, CA,95014 APN# 326-28-064 ,-. v o cn X O �� n (/) rD Ln n N 3 r rn Z o o �� _ oVo z = m o DC3 m V Dni 70 �� o� o �� z m z m z m z �� O Z z D 3 z D 3 z D 3 z D 3 O O o W N CHIU'S RESIDENCE NEW SINGLE—FAMILY HOUSE 21090 GRENOLA DR. CUPERTINO, CA,95014 APN# 326-28-064 ,-. v o cn X O �� n (/) rD Ln n N 3 r rn Z o o �� _ oVo z = m o DC3 m V Dni 70 �� o� o �� F-� COPYRIGHT ©BY LADC CONSULTING INC. ALL RIGHTS RESERVED. THIS DOCUMENTS IS INTENDED ONLY FOR USE ON THE PROJECT SPECIFIED IN TITLE BLOCK. ANY REPRODUCTION OF THIS DOCUMENT OR PORTIONS OF THIS DOCUMENTS, WITHOUT THE EXPRESSED WRITTEN CONSENT OF LADC IS PROHIBITED. D co:,) D m ro z�cn OOnOz m�Zoo (IrCC'� > z m m V �' 70 �� o �� n N N o W N �� DESIGN • BUILD • MANAGEMENT LADC CONSULTING INC. 10630 OAKLAND RD., STE A111 SAN JOSE, CA 95131 OFFICE: (408) 642-1628 FAX: (408) 642-1539 DESIGNER: Scott Hayes, RLA (415) 939-7245 shayes236@gmail.com �1DSCq pF � m SOW', HUESn * NOe6367 Q 9 EXP. 10/31/20 CLIENT: MINGSHU HSU 21090 GRENOLA DR., CUPERTINO, CA, 95014 (408)789-7860 PROJECT: uj W(n U:D 0 z= w� O J o o� �Q� V Q OU N WLL Lu o° I `D J C) (f) (D ow< T--1 q- Q — Z N U V) 3: _3: U w zAo Al DATE: 06/27/2018 DRAWN: SB/QL PROJECT NO.: J18 -R011 SHEET TITLE: HYDROZONE AND WATER BUDGET SHEET OF:L� 5 REVISION # DATE DESCRIPTION 05/21/18 ORIGINAL ISSUED 09/05/18 RESPONSE PLANNING DEPARTMENT 10/11/18 RESPONSE PLANNING DEPARTMENT 01/15/19 RESPONSE PLANNING DEPARTMENT ® 03/04/19 RESPONSE PLANNING DEPARTMENT M.H.-SS RIM=264.29 F.L.=252.9 262.38 - • - • N90°00'00"W - - x ASP: 75.00' �- I I Ig Ic ch I Iw Ig to I o 261.69 z F.L. 262.13 T/C I I I 262.86 _ o. W. 80.00' 261.96 261.76 X ASP. GASP_ y9 I GRENOLA DRIVE 261.41 F.L. �s -261.86 TQC IRON PIPE (LEANING) BEARS S43°33'E 0.16' 0262.32 � 0 o � a w w W f > Z O � o I o r 270.66 ROOF 262,8« x -F7IT. . O M N 261.21 F.L. 261.64 T/C 0261.86 W.M. N90000'00"W 76.00' 262.08 X GR. c6, o �� hyo 0 261.44 261.21 261.02 - ASP. _GASP. ASP. 463.00' x � o / o � 0 (60') J f492�- 3 � � o �7f0.95 260.74 260.57 260.43 p� F.L. F.L. F.L. r6l'..4 0r C\ DRIVEWAY T 260.87 -- - ----261 262.34 CONC. 262.5U - - corvc 261.81 c 3 0 CONCRETE o DRIVEWAY 0 N 26195 0 D.' 2N \ \ 61.72 D. W. 3 0 261.63 �y O 261.65 261.93 CONC. 3y0 262 1.61 11 JNCE 261.45 NL& //tp y -ELECT METER ' HOUSE 123 538.00' M.H.-SS RI M=260.07 F.L.=251.1 - ---* IRON PIPE AT FLORA VISTA AVENUE LEGEND ASP. ASPHALT CONC. O C.O. CLEAN OUT D.W. DRIVEWAY F. F. FINISHED FLOOR F.L. FLOW LINE GR. GRADE M. H. MANHOLE M.T. METAL THRESHOLD OHW OVERHEAD WIRES 62.68 SANITARY SEWER ate. 2 TOP OF CURB W.M. WATER METER • FOUND IRON PIPE 3 _ WOOD FENCE CHAIN LINK FENCE FENCE HOU SE ----- PROPOSED 262.80 262.75 26 GARAGE CONC. PATH .80 C7 26 .98 F. -M.T. 7.0' BUILDING #21102 Q GRENOLA DRIVE 0 117 13.2' 2ND -STORY LIMIT 261.92 x ROOF C) j HOUSE #21090 F 6..34 FENCE N CONC. ROOF riRFNn!_A DRIVE _ _ _ _. O 3 `- PAD F_ _ L N o 263.24 _ FENCE PROPOSED 13.0' i HOUSE --W ER HEATER 118 26. 262.90 262-84 2:) 262.99 LOT AREA= J%� FF 2 262.70 0 it 11CONC. CONC. C'- CONC.,262.99 9,J00f 26a_ MOUSE SQUARE FEET HOUR LOOSE 7� PAVER PATIO � Cot 26265' \L - - - - - - - - T CONC. I 262.68 HOUSE 2ND- OR MIT g• 262.43 262.72 262.53 '6z 92 HOUSE CONC, CO' ' METAL SHED CONC 26 62.63 - H�- CON 262.73 262.65 CONC. CONC. 262.87 2 SHED 262.89 26.85 CONC. U CD 0 CNC. O 2ri2.: p O CO ^n o O 63.3 U) EN E 262 FEN x 262.6r GR. 262.36 Ir- 14" TREE O N LO LOLO 262.48 GR. x 116 GRAPHIC SCALE 2633 8"CLUSTER 8 0 4 8 16 32 262.18 262.43 SHED 262.28 SHED FENCE ( IN FEET) METAL 1 INCH = 8 FEET SHED 262.39 262.42 76.00' R=h}r SHED cl N90000'00"W 123 538.00' M.H.-SS RI M=260.07 F.L.=251.1 - ---* IRON PIPE AT FLORA VISTA AVENUE GENERAL NOTES.- ALL OTES:ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. NO TITLE REPORT WAS PROVIDED, EASEMENTS MAY EXIST. ELEVATIONS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988. UTILITY LINE NOTE: UNDERGROUND UTILITY LOCATIONS WERE MAPPED BASED UPON MARKS AND STRUCTURES FOUND IN THE FIELD AND SHOULD BE CONSIDERED APPROXIMATE. `OWN, LAND SSR Q�� D. t:7� LFA\ 8051 CL ST�r£ OF CA0F�/ HORIZONTAL CONTROL PLAN LOT 118, TRACT 682 (26 M 24) LOCATED AT 21090 GRENOLA DRIVE CUPERTINO, COUNTY OF SANTA CLARA, CALIFORNIA AUGUST 31, 2018 SCALE- 1" = 8' MONUMENTAL LAND SURVEYING 171 MAYHEW WAY, SUITE 207, PLEASANT HILL, CA 94523 (925) 300-3695 MONUMENTAL-LS.COM PROJECT#18010 LEGEND ASP. ASPHALT CONC. CONCRETE C.O. CLEAN OUT D.W. DRIVEWAY F. F. FINISHED FLOOR F.L. FLOW LINE GR. GRADE M. H. MANHOLE M.T. METAL THRESHOLD OHW OVERHEAD WIRES SS SANITARY SEWER T/C TOP OF CURB W.M. WATER METER • FOUND IRON PIPE 3 _ WOOD FENCE CHAIN LINK FENCE GENERAL NOTES.- ALL OTES:ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. NO TITLE REPORT WAS PROVIDED, EASEMENTS MAY EXIST. ELEVATIONS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988. UTILITY LINE NOTE: UNDERGROUND UTILITY LOCATIONS WERE MAPPED BASED UPON MARKS AND STRUCTURES FOUND IN THE FIELD AND SHOULD BE CONSIDERED APPROXIMATE. `OWN, LAND SSR Q�� D. t:7� LFA\ 8051 CL ST�r£ OF CA0F�/ HORIZONTAL CONTROL PLAN LOT 118, TRACT 682 (26 M 24) LOCATED AT 21090 GRENOLA DRIVE CUPERTINO, COUNTY OF SANTA CLARA, CALIFORNIA AUGUST 31, 2018 SCALE- 1" = 8' MONUMENTAL LAND SURVEYING 171 MAYHEW WAY, SUITE 207, PLEASANT HILL, CA 94523 (925) 300-3695 MONUMENTAL-LS.COM PROJECT#18010 SS M.H.-SS RIM=264.29 F.L.=252.9 ~ V 75.00' N90000'00"W T- b I I I I to IC) M SS SS SS SS SS 160.5' i 0 A 262.38 262.14 Y x ASP: xASP. _ - -k . i ss -ss -ss- SSI ss -ss -ss - 112.5' S SS SS112.5' a 3z to o 261.96 261.76 261.44 261.21 261.02 - X ASP. _ _GASP_ ASP_ ASP_ ASP. 463.00' x 3 hyo SS M.H.-SS RIM=260.07 F.L.=251.1 538.00' - UJ to p O to V I o261.69 261.41 261.21 260:95 260.74 260.57 260.43 Z F.L. `. F.L. F.L. F.L. F.L.., F.L. F.L. 260.68 260.87 -. _ T/C _ T/C 261.01 .. T/C T/C .. T/C T/C 261.01 T/C 261.40TlC �'� DRIVEWAY T/C T/C --261 0261.86 _. 262.86 A _ D.W. 80.00' IRON PIPE (LEANT 261.81 - N90°00'00"W D.w. 76.00' `_\ 261.72 D.W. - - - - LEGEND BEARS S43033' 0.16' 262.32 3 \ ASP. ASPHALT C.O. X 26208 o 261.63 CONC. CONCRETE W CQNCRETE C.O. CLEAN OUT > DRIVEWAY b D.W. DRIVEWAY O Lu N N F. F. FINISHED FLOOR H w F.L. FLOW LINE U I Z = 261.95 3 0 GR. GRADE O p 262.34 D,W. LONG \ ! M. H. MANHOLE 270.66 ROOF 20238 - 261.97 270.57 261.93 261.65 CONC. 3 M.T. y METAL THRESHOLD 262.84 i FENCE FENCE ROUSE HOUSE x ROOF D.W. 150262 o OVERHEAD WIRES 262.64 262.50 CONC. CONC. \ 1.61 SS ICE 261.45 SANITARY SEWER CONCRETE PATIO ELECTRIC METER 0 HOUSE TIC TOP OF CURB 62.9926Z68 - -_ 262.62 - - - W.M. WATER METER FENCE HOUSE - - - HOUSE __ __ FOUND IRON PIPE 262.80 262.75 : 262.80 262.98 ll - WOOD FENCE BUILDING #21102 GRENOLA DRIVE ' CONC. PATH CO C. { F.F. M.T. z�y o CHAIN LINK FENCE 117 �� \'H�USE 276.51 x ROOF 116 -0 IRON PIPE AT FLORA VISTA AVENUE GENERAL NOTES: ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. NO TITLE REPORT WAS PROVIDED, EASEMENTS MAY EXIST. ELEVATIONS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988. UTILITY LINE NOTE: UNDERGROUND UTILITY LOCATIONS WERE MAPPED BASED UPON MARKS AND STRUCTURES FOUND IN THE FIELD AND SHOULD BE CONSIDERED APPROXIMATE. OF CAX-NF�// BOUNDARY AND TOPOGRAPHIC SURVEY FENCE 262.33 LOT 118, TRACT 682 (26 M 24) GRAPHIC SCALE 18"USTER LOCATED AT 21090 GRENOLA DRIVE 4 s 11 32 x�6R.51 CUPERTINO, COUNTY OF SANTA CLARA, CALIFORNIA ( IN FEET ) 1 INCH = B FEET FEBRUARY 22, 2018 SCALE: 1" = 8' MONUMENTAL LAND SURVEYING 171 MAYHEW WAY, SUITE 207, PLEASANT HILL, CA 94523 (925) 300-3695 MONUMENTAL-LS.COM PROJECT#18010