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R-2018-31 Plan Set.pdfONE MIEW HOMO pM @ M(K� M(D)RHO H(BUIR .... ...................... ........ ........� 0 0 NEW DRIVE WAY APPROACH W/ 6' TRANSITION ON EACH 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE JOB LOCATION: 10047 CRESCENT ROAD 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE ' ' ' ' ' ' ' ' . . ' . . ' ' . ' ' . �i JURISDICTION: CITY OF CUPERTINO RELATIONSHIP OF PROPOSED GRADING AND UTILITY • • • • • . • • • • • . SIDE. EDGE IN DRIVE WAY SHALL BE MIN. 6' FROM PROPERTY LINE. SAW CUT 1' OF EXISTING AC PAVEMENT OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY APN: 326-16-027 TRENCHING TO THE TREES DESIGNATED FOR ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � ' ' ' ° ALONG THE DRIVEWAY AND PLUG WITH 12" Ac DEEP LIFT. PER CUPERTINO STANDARD DETAIL 1-21. OWNER CONTRACTOR TO APPLY FOR ENCROACHMENT PERMIT PRIOR FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR COMMISSIONS CONTAINED THEREIN. IF DURING THE IMPROVEMENTS, CONST. TYPE VB PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND S'.T U'.*D*.i.'.0. `� 40'-4" COURSE OF CONSTRUCTION PUBLIC FIRE SPRINKLER FULLY FIRE SPRINKLER LEVEL BENEATH TREE DRIP LINES. IF THE GROUND 10" REDWOOD (E) SIDE YARD SET BACK TO DO ANY WORK IN THE PUBLIC RIGHT OF WAY. INTEREST REQUIRES A MODIFICATION OF/OR A LOT SIZE: 9,996.6SF LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE ' ' ' ' ' ' ' . . . .� m TREE 13" 20" 2 (N) CONC. PAVER DRIVE WAY. DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE ZONING: R1-10 DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S). . . . . . . © .....� . • • • • • • • • . • • • • • • • • • • • • . ° 12" PINE PINE REDWOOD TREE(S) O3 24" ROOF OVER HANG, TOTAL AREA IS 623SF CITY ENGINEERS SHALL HAVE THE AUTHORITY TO OCC GROUPS R3 /U 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND TREE 8" REDWOOD 4 (N) 1j" WATERLINE REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE 1 LAND USE RESIDENCE LOW DENSITY ALL TREES ADJACENT TO THE PROPERTY SHALL BE o � P.L. NO'05'40"W - - - - _ _ TREE (1-5 DU/AC) PROTECTED AGAINST DAMAGE DURING CONSTRUCTION ..._ ............' ........1 100.00' - _ _ _ 5 (N) WATER METER PER FIRE SPRINKLER PLAN COMPLETED, AT THE SOLE EXPENSE OF THE OWNER RANCHO RINCONADA OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH p: 408.892.5020. F, 4U8:87�:6923 , .,.,:,:,:; - - (E) 200A ELECTRICAL MAIN PANEL, V.I.F. AND/OR CONTRACTOR. FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING AND ARMORING (E) OVER HEAD UTILITIES LINE, V.I.F. 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE 2016 CBC, CPC, CMC, CEC, AND 2016 CRC SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. Project: Q \ m \ / \ AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN CUPERTINO MUNICIPAL CODE THE TREE PROTECTION SHALL BE PLACED BEFORE ANY / o m \ / \/ T \/ ® RELOCATE (E) GAS METER PER PG&E LINES AND ROOF DRAINS/DOWN SPOUTS. 2016 CALIFORNIA ENERGY CODE EXCAVATION OR GRADING IS BEGUN AND SHALL BE / Q Cn \/ I \/ _ o 0 15 j ° g (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED 2016 CALIFORNIA FIRE CODE MAINTAINED IN REPAIR FOR THE DURATION OF THE Grand Success LLC o I o cn � Q o j o _ Q I o � 11 I 11 A 19 19 � � N -t '�- _ 19 � ON-SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR GRASS SWALES FOR INFILTRATION TO THE GREATEST PRIOR TO OCCUPANCY. 2016 CALIFORNIA GREEN BUILDING CODE 3. CONSTRUCTION WORK. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON New Custom Homes Crescent Road w - - \ /� 31'-3" \ 15" DEGREE POSSIBLE 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED 10047 � / ° N v I ` / /' / L- \g \ \ / 9 i - 2ND FLR. SIDE SET \ _ / - - / REDWOOD BACK TREE \ I 10 (N) PROPERTY LINE C.O. MUST BE WITHIN 5 FEET OF THE PROPERTY LINE, CLEAN OUT SHALL BE THE SAME AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. EXISTING HOUSE: REMODEL 1ST FLOOR TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. Cupertino, CA 95014 - - CN - - _ - 13 r - - - - - - - - - - - - - - - - - - �- -� � I DIAMETER AS THE STREET PORTION OF THE SERVICE 5. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON (E) 1,262SF 4. IF TRENCHING IS REQUIRED TO PENETRATE THE LATERAL, GRAVITY LATERAL IS 4" DIAMETER MIN. SEE C1 TREE PROTECTION PRIOR TO ACCOMPLISHING ANY REMODEL (E) 2ND FLOOR 1,020SF PROTECTION BARRIER FOR THE TREE THE SECTION OF ° \ 9 I\ / _ _ _ \ // _ ` I W 11 O (N) 4" CLEAN OUT (N) 4" ABS SEWER LINE 6. WORK OR REMOVING ANY TREES. UTILIZE BEST MANAGEMENT PRACTICES AS EXISTING GARAGE 353SF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO Applicant/Owner: / 9 I �` �� 2 ``\ ' \ / 0 12 (BMP s), REQUIRED BY THESTATE WATER RESOURCES CONTROL EXISTING F.A.R. 26.36% INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF AN Grand Success LLC I 1 14'-0" MIN. \ 13 (N) HOSE BIBBS W/ NON-REMOVABLE TYPE BACKFLOW BOARD FOR ANY ACTIVITY WHICH DISTURBS SOIL. 1 ARBORIST SHALL BE COMPLETED. Mr. Can Fa Chen (E) 1ST �� CD PREVENTION DEVICE ' FLOOR LIVING / I. (N) 2ND / AREA 1,262SF FLOOR DECK SIDE S.B. \� N 19 14 O LANDING IN SIDE YARD SHALL LESS THAN 18" FROM 7. A WORK SCHEDULE OF GRADING AND EROSION & EXISTING ROOF OVERHANG 412SF 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND 4045 Moreland Wa 20 / I \ Oma" I 1 I. 137SF I I' ` ° I a I GRADE. LANDING WITH 18" HIGH FROM GRADE SHALL HAVE 10'-0" MIN. SET BACK SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING EXISTING PATIO 171 SF (E) LOT COVERAGE THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND Y San Jose CA 95130 19 / 116'-9" E 2ND ° 3 / FLR. SIDE SB REMODEL (E) / \ I . 15 y 2ND FLOOR \ / \ LIVING AREA I 1,020SF / \ ��' _ _ 16 10 -2 1ST FLR. �"? SIDE S.B. / rn - 1 " 15 GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5% WITHIN THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS SURFACES ARE WIITHIN THE FIRST 10-FEET OF THE BUILDING, A MIN. OF 2% AWAY FROM STRUCTURE IS 8. SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. TO INITIATE RELEASE OF BONDS, CONTACT THE 1,262+1,020+353+412+171 = 32.19% 9,996.6 6. DESIGN OF TREE WELLS. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED Tel. 408.726.2956 Email: Cnecons@Gmail.com _ ( N 354SF / PENE ALLOWED• 2 PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. PROPOSE. UNDER A TREE. PATIO 13 9 oTREE ONDENS R UNI MANU A TURE CAR I R, MO EL 9. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN Architect: Z �// �3 --►I IL - - - ,� �� / I 1RE 16 , 24ANB1, UNIT SIZE 36, VOLTAGE SERIES 31, SHALL BE SURFACE, DIRECTED AWAY FROM BUILDING ADDITION 1ST FLR. MAIN D.U. 500SF FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT -'� � I ` THAN ATTACHED CUT, SHEETEBACK FROM SIDE PROPERTY. SEE FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. ADDITION 2ND FLR. MAIN D.U. 260SF SURVEILLANCE. STUDIO ARCHITECTS, Inc. / g I a o I 1 , - - - 20 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE 61 ` 14 / .............................................................................................. REMOVE 17 (N) 6'-0" MAX. HIGH REDWOOD FENCE AND/OR GATE 10. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR ANY NEW GARAGE 2 218SF LICENSEE AS DEFINED BY CALIFORNIA BUSINESS AND 12480 Saratoga Ave. g o I I i •............................................ J I 19 �1 (E) • I ` 3" ORANGE 18 O (E) 6'-0" MAX. HIGH REDWOOD FENCE ALONG PROPERTY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF NEW S.D.0 ON 1ST FLR. 811 SF ' PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE Saratoga, CA 95070 0 2ND FLR. 19 I (N) 2ND .....................'......................... FLOOR \ I I TREE 3 LINE. WAY, WHICHEVER COMES FIRST, THE OWNER AND/OR / TOTAL (N) LIV. AREA 1,571 SF BRANCHES THAT MUST BE REMOVED DURING THE T: 408 892.5020 ( ) SIDE S.B. 9 � / - _ _ LIVING / / � I .. .. .. .. .............. / .I ° '1 19 1 GRASSY SWALES MIN. 1% SLOPE, SEE DETAIL THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT. CONTACT JO ANNE JOHNSON AT (408) TOTAL (N) AREA 1,789SF 1 GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS F: (408) 871.6923 / o \ FLOOR �iNc I 13 l y ��� - 777-3245 FOR ENCROACHMENT REQUIREMENTS AND SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF Email: FRANKLHO@YAHOO.COM AREA 500SF (N) SDU.'.......'.,,............., /J/ 20 PROVIDE NEW TREE PER PRIVACY PLAN ON PAGE A0.2 PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A AREA NOT INCLUDE IN FAR STAFF. . . . . . . . . . . LIVING AREA- - ..... . . . .. . 811SF 1 o 1 I 21 (E) CONC. PAVER DRIVE WAY - V.I.F. CERTIFICATE OF LIABILITY INSURANCE AND A SEPARATE ENDORSEMENT NAMING THE CITY OF 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT ......::..::::.:....... 17 FIRST FLOOR: SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN Ep qRc H�% / . :.: .. .:.: .. :. 22 PROVIDE NEW FRONT YARD TREE, TREE SHALL BE CUPERTINO AS ADDITIONAL INSURED AS WELL ASA VALID CONTRACTOR LICENSE (NOTE: LICENSE B MAIN DWELLING UNIT PORCH 102SF 10. APPROVED TREE SURGEON. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING �,�5 ��' L. F0, J II (N) 14 ..:....:.......... 1 ` ° 1 18 24-INCH BOX OR LARGER, WITH A MIN. HEIGHT OF 6 FEET AND SHALL BE PLANTED IN FRONT OF NEW SECOND CONTRACTORS ARE ONLY PERMITTED TO PERFORM SDU PORCH 123SF SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF �pNK ,�, O i I I GARAGE 218SF ::::: (E) 19 �, 1 / 0 1 STORIES IN FRONT YARD SET BACK AREA. WORK ON-SITE AND WILL NOT BE PERMITTED TO PERFORM WORK IN THE PUBLIC RIGHT OF WAY). REAR PATIO 354SF ROOF OVERHANG 623SF 11. ANY TREE DESIGNATED TO BE SAVED. TREE PROTECTION REGULATIONS SHALL BE POSTED ON �� NO. C29889 ' 9 GARAGE r SDU (N) FRONT 9 FRONT I I �� 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM TOTAL 1,202SF PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. REN. 2/28/19 Q PORCH 102SF I PORCH / Y I G 3 123SF I 0 �1 l I FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT PROPERTY LINES. SECOND FLOOR: � IMIE OF m 18 LI _ _ Cn 9 $ D 13 - - - - _ _ _ - - J J� I 9 _ .� 1 J 1 ° DECK 137SF CAS AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM 1. SHALL BE INSTALLED IN ONE-AND TWO-FAMILY C�C G�C CI�OU � I g TOTAL PROPOSE LIVING AREA: T 11- ��l 1,571SF DWELLINGS AS FOLLOWS: IN ALL NEW ONE-AND STRUCTURE ENGINEER- o ' / - - - - - - - - 13 15 y 12 \ TOTAL 1ST FLOOR AREA: TWO-FAMILY TWO-FAMILY DWELLINGS, REBUILD OF EXISTING 113" (N) 6 w SILK DRIVEWAY J TREE 238SF / + \ � 22 \ 1. AN ENCROACHMENT PERMIT TO BE OBTAINED FOR ANY WORK DONE BEYOND THE PROPERTY LINE. 1,262+353+500+218+811 = 3,144SF ONE-AND TWO-FAMILY DWELLINGS AS DEFINED BY THE BUILDING OFFICIAL, AND IN EXISTING ONE-AND �/ CO 1 5,-4„ (E) ti / DRIVEWAY 24" H I O I 2. OWNER/CONTRACTOR TO OBTAIN J NUMBER FROM TOTAL 2ND FLOOR AREA: TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE / 387SF U PINE I I THE BAAQMD FOR DEMOLITION OF EXISTING THAT INCREASE THE BUILDING AREA TO MORE THAN N 11ST FLR. / 21 I STRUCTURE PRIOR OBTAIN DEMOLITION PERMIT. 1,020+260 = 1,280SF 3,600SF. 0S SIDE S.B. I I o / . TOTAL DRIVEWAY 20" 625SF PINE ti TOTAL FRONT YARD 10 \ 2,000sF � / 3. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/SHRUBS 1, 280SF 2nd TO 1ST FLR. RATIO =40% <66% 3,144SF EXCEPTION 1: ONE OR MORE ADDITIONS MADE TO A BUILDING AFTER JANUARY 1, 2011 THAT DO NOT TOTAL 2 /, _.,. DRIVEWAY % _ - - PLANTED FOR PURPOSE OF REQUIRED PRIVACY MORE THAN 1000SF �- =31.25% < 40% J P L. �����Q� ���p��4�O�� ���4 4. PROTECTION, AND REQUIRED FRONT YARD TREE. FOLLOWING COMPLETION OF CONSTRUCTION, AN 4 492SF F.A.R.: g�,gg6.6SF =44.94% EXCEPTION 2: A FIRE SPRINKLER SYSTEM IS NOT REQUIRED FOR A ACCESSORY DWELLING UNIT IF THE AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST SHALL FIRE SPRINKLER IS NOT PROVIDED FOR THE PRIMARY 85.21'3P.L. So•05'40"E 9" 1. GRADING AND EXCAVATIONS BY SOILS ENGINEER BE PROVIDED CONFIRMING THAT THE NEW TREE LOT COVERAGE: RESIDENCE IT SERVES. c� /15'-10°' 5 PINE 9" PINE 2. SHEAR WALL NAILING, HOLDOWNS, AND DIAPHRAGM HAVE BEEN PLANTED PROPERLY AND ACCORDING TO PLAN. 3,144+1,202 = 4,346SF EXCEPTION 3: IN ALL NEW BASEMENTS AND IN EXISTING BASEMENTS THAT ARE EXPANDED. EXCEPTION: EXISTING o Q FLR, SIDE S.B. SYSTEMS BY ENGINEER OF RECORD FOR SYSTEMS 5. A PLANNING DIVISION INSPECTION IS REQUIRED TO LOT COVERAGE % 4,346SF _ 43.48% < 50% BASEMENTS THAT ARE EXPANDED BY NOT MORE THAN �� (E) 19T 1 USING NAILING 4-INCHES ON CENTER OF LESS). VERIFY EXTERIOR MATERIALS/FINISHES, TREES, 9,996.6SF 50% o / FILLET WELDS BY SPECIAL INSPECTION AGENCY. LANDSCAPING, SITE WORK. FRONT YARD AREA=2,000SF NOTE: THE OWNER(S), OCCUPANT(S) OR 0 3. 6. A CERTIFIED LANDSCAPE PROFESSIONAL SHALL SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER FRONT YARD IMPERVIOUS AREA =625SF=31.25%<40% W/ THE WATER PURVEYOR OF RECORD IN ORDER TO / CRESCENT ROAD THE LANDSCAPING AND IRRIGATION SYSTEM HAVE FRONT YARD IMPERVIOUS SHALL NO MORE THAN 40% DETERMINE IF ANY MODIFICATION OF UPGRADE OF THE BEEN INSTALLED PER CHAPTER 14.15 (LANDSCAPE REQ. AREA FOR 2 CARS GARAGE =421 SF EXISTING WATER SERVICE IS REQUIRED. A STATE OF PIRXMIKC v MM)PIE ORDINANCE). THE FINDINGS OF THE ASSESSMENT CALIFORNIA LICENSE (C-16) FIRE PROTECTION SHALL BE CONSOLIDATED INTO A LANDSCAPE RESERVED AREA FOR FUTURE GARAGE CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A INSTALLATION REPORT PROVIDED TO THE PLANNING 421-353 = 68SF COMPLETED PERMIT APPLICATION AND APPROPRIATE FEE 1 1. ON FIRST FLOOR: REMODEL 1,262SF (E) LIVING DIVISION. RESERVED FAR: 45%-43.5% = 1.5% TO THIS DEPARTMENT FOR REVIEW AND APPROVAL AREA WITH 1 BEDROOM AND 1.5 BATHROOMS. 7. THE PROPERTY OWNER SHALL SIGN A LANDSCAPE PRIOR TO BEGINNING THEIR WORK. CRC SEC.313.2 AS REMODEL (E) KITCHEN AND FAMILY ROOM. ADDITION MAINTENANCE AGREEMENT PER CHAPTER 14.15 1.5% x 9,996SF = 149.94SF > 68SF ADOPTED AND AMENDED BY CMC SITE PLAN 218SF 1 CAR GARAGE CONNECT TO (E) 2 CARS (LANDSCAPE ORDINANCE), PREPARED BY THE CITY, AND RECORD IT WITH COUNTY OF SANTA CLARA 2. PORTABLE WATER SUPPLIES SHALL BE PROTECTED 2 Plan Check Comment 11.8.18 A GARAGE. 2. ON SECOND FLOOR: REMODEL 1,019SF AND RECORDER'S OFFICE. THE PROPERTY OWNER SHALL pG30��C�4 OG�DC� FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE 0 5' 10' 15' 20' 111=101-011 CONTACT THE PLANNING DIVISION IN ADVANCE OF ZL Plan Check Comment 9.12.18 ADDITION 260SF, TOTAL 3 BEDROOMS AND 3 THE FINAL TO PREPARE THE AGREEMENT. A0.1 SITE PLAN APPLICANT AND ANY CONTRACTORS AND BATHROOMS. ADDITION NEW DECK NEXT TO MASTER $, A CERTIFIED LANDSCAPE PROFESSIONAL SHALL SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR BEDROOM. PROVIDE A LANDSCAPE AND IRRIGATION A0.2 PRIVACY PROTECTION PLAN, BUILDING AREA SUPPLYING THE SITE OF SUCH PROJECT, AND TO NO. Revision Date Drawn By: Date. MAINTENANCE SCHEDULE PER CHAPTER 14.15 DIAGRAM, DEMO PLAN AND ROOF PLAN COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. 3. ADDITION SDU 824SF WITH 2 BEDROOMS AND 2 BATHROOMS. LANDSCAPE ORDINANCE TO THE PLANNING DIVISION. ( ORDINANCE)TO EQUIPMENT CUT SHEET 2 SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION DOWN SPOUT 4. (E) LANDSCAPE TO REMAIN. A2.0 EXISTING FLOOR PLANS AND ELEVATIONS SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE File: VARIES 3 A2.1 1ST FLOOR PLAN PHYSICALLY CONNECTED IN ANY MANNER TO AN 1 APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF A2.2 SECOND FLOOR PLAN THE PORTABLE WATER SUPPLY OF THE PURVEYOR OF A3.1 EXTERIOR ELEVATIONS RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER Issue: CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE A3.2 ELEVATIONS AND SECTIONS UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE DCICG3G3CD �M �vMt 044La� pG30�CC�4 [IVt]Lap WATER PURVEYOR OF RECORD ARE DOCUMENTED BY FINISH FLOOR THAT PURVEYOR AS HAVING BEEN MET BY THE Date: APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH V o R l AND SAFETY CODE 1314.7 2x6 FLOOR JOISTS 1. FIRE SPRINKLER DESIGN BY OTHER AND SUBMIT PRIOR �' 3. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION 6.20.2018 2% MIN. TO INSTALLATION. SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF Sheet Title: SPLASH BLOCK 2. IRRIGATION PLAN WILL BE INCLUDE IN BUILDING PERMIT "9F THE CFC CHAPTER 14 AND OUR STANDARD DETAIL 8" MIN. DRAWING SETS. 5 a AND SPECIFICATION SI-7. PROVIDE APPROPRIATE ° 18" MIN. `�'°°�°' NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS A"ND APPROPRIATE TO THE PROJECT. CFC CHP. 33 PLOT PLAN I •ir 4. ADDRESS IDENTIFICATION: (N) AND (E) BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING I ISI j I S'revens Creek s Elementary Sclwol �$ •� NUMBERS OR APPROVED BUILDING IDENTIFICATION Sheet No.: PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE GRASSY SWALE -III=III wo�°°m� "�°,.d�° PROPERTY. THESE NUMBERS SHALL CONTRAST W/ @ 1% MIN. a "# THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE a r.l."Lr„,.a,,.; , 1jppg7 Crescent Road e} CODE OFFICIAL, ADDRESS NUMBERS SHALL BE Retirement Comern n ua PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO =°°ar°°� �M.° srakd �vrpsCvek6luE FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL Q O srwmra° ,d°,�r�kg."J �in4e0." g e� LETTERS. NUMBER SHALL BE MIN. OF 4 INCHES HIGH o W/ A MIN. STROKE WIDTH OF 0.5 INCH. WHERE 7. D ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE G RASSY SWALE DETAIL car BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY. A MONUMENT, POLE OR OTHER SIGN OF MEANS SHALL N.T.S. a BE USED TO IDENTIFY THE STRUCTURE. ADDRESS ViMonte a sta nark NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1 I I I :E) NEIGHBOR PROPERTY. I I I I I N \ \ 15' -0" \15'-0" / / \/ 115'-0" Ii \ 2 � 1 w 0 PITTOSPORUM EUGENOIDES MIN. \ / • 15 -GALLON AND q l / 6'-0" HIGH 0 5'-0" O.C. - `. TYPICAL OF 10 max' WINDOW SILL HIGHER THAN \ 5'-0" FROM FINISH FLOOR F I` \ WINDOW SILL o HIGHER THAN 5'-0" FROM FINISH FLOOR I' \ /' I I I ' I I PRIVACY PLAN ---------t-- x (E) NEIGHBOR PROPERTY. 11; - PROPOSE MAGNOLIA I 0 GRANDIFLORA, TYPICAL OF 7 AT REAR YARD, TREE WILL BE 15' O.C., 24" BOX AND 8'-0" HIGH \ AT TIME OF PLANTING -� 0 I ROOF PLAN 0 4' 8' 12' 16' 111=101-011 II=10'-0" SECOND FLOOR FLOOR AREA DIAGRAM 0 4' 8' 12' 16' FIRST FLOOR 1/811 = 1 I-0" 1/811 _ 1 1-011 F.11 111011011, 111 N 0 91 IBM SDU PORCH FEET FEET Al 9.54 X 11.96 = A2 N l m 4.00 = TOTAL GARAGE 2 0 Irn 10.50 X 20.75 = SDU C1 21.21 X 28.83 = C2 w X 20.87 = RIDGE SLOPE = PORCH D1 12.04 X 8.46 = PATIO 4:12 D2 12.25 X 23.87 = D3 28 X 2.17 = TOTAL En GARAGE 1 E 18.25 SLOPE 19.33 = RIDGELq ^� 0 18.25 X 13.29 = F2 42.16 X I 4:12 = TOTAL (N) IST FLR. F3 23.92 X 20.87 I (E) 2ND FLR. or G1 42.16 X 24.17 - --- I G2 2.00 X 6.50 = G3 13.21 X 13.29 = G4 8.12 X 8.75 = TOTAL I �eLd DECK N m 9.25 tiq 14.75 = ...................... I JPS q!!FJ I SLOPE_','.'.'.','.'.'.'.... :-.-.�:�. 412.... ... ........................................................ .'-.-.-. ..... --- ..... - - - - - - - - - - ................ ........................................................ .................................... ... N{..�.. J NGq1!! 0 m ti .. W w o. . ....... ..... ..... . 0 r W , o. � .. I . � .w ..........R F .... ... ......... .......... . . . .................. . . . . . . I A 4:12 - -. -. - - - - - . . ... .. RIDGE .. ... ... ... ... ... . . .. ... ... ... ... .. ... .. .. .... ... ... ... . -0 I ... '' '' ''.. ..... . . . . ... . . . . . ' RIDGE . . ........ ''' '''' .... N m ... OPESL .., G . . . ... ... N 1N. . M .. . ... .. . ... ... .. .. . ... ... ... ... ... .. ... ...... .. . . . . . . . . . . . . . .1. F ;P�'{ ... .. ,SiA.. ... ... ... ... .. . ... ... ... .. ... ... ... ... .. .. ... ... ... .. SLOPE.. 4:12 RIDGE I SLOPE i SLOPE SLOPE ..... ... ... ... ... ��Q �. v�'..'.' '..'.' '..'.' '.'..' ............ '{'.. . .......... 4:12 4:12 4:12 .. .. ... o ... ... ... ... ... ... ... ... { ... o i'.'.. '.'.. .. -. -. - N m . ... ... ......' ...' '.'..' '.'..' '.I'.. . 0 . . ... I ....... ......... {.. '. ... ... .. `� ........................ .... .. ......1.... .. . . y/q I ....... ... N . y/A .. .. ... ----------- ... ... ... ... ... ... ... .. �e ... . . �%q. �\Q ,.. . . ... . . �... �. - --- , o -- --- .. ........... ................ .N .. ...... .. .. .. .. ..... .. ............... .. m .--.... ....--.-.-.-. ......................... .... ..................... ... -.-:-............ -. ROOF PLAN 0 4' 8' 12' 16' 111=101-011 II=10'-0" SECOND FLOOR FLOOR AREA DIAGRAM 0 4' 8' 12' 16' FIRST FLOOR 1/811 = 1 I-0" 1/811 _ 1 1-011 F.11 111011011, 111 N 0 91 IBM SDU PORCH FEET FEET Al 9.54 X 11.96 = A2 2.00 X 4.00 = TOTAL GARAGE 2 B 10.50 X 20.75 = SDU C1 21.21 X 28.83 = C2 9.54 X 20.87 = TOTAL = PORCH D1 12.04 X 8.46 = PATIO D2 12.25 X 23.87 = D3 28 X 2.17 = TOTAL GARAGE 1 E 18.25 X 19.33 = (E) 1ST FLR. F1 18.25 X 13.29 = F2 42.16 X 24.17 = TOTAL (N) IST FLR. F3 23.92 X 20.87 = (E) 2ND FLR. G1 42.16 X 24.17 = (E) 2ND FLR. G2 2.00 X 6.50 = G3 13.21 X 13.29 = G4 8.12 X 8.75 = TOTAL DECK HI 9.25 X 14.75 = SF 114.10 8.00 122.10 217.88 611.48 199.10 810.58 101.86 292.41 60.76 353.17 352.77 ..... ...................... .... ..... ....... ....� .. ........ ..... ....o .. ........... .... .. ....Ln .. ..... ..... ... .... .......... ....... ....c� ... ... ....... .... . .... . ... ......... ..... ... ........ .... ... . .... . . . . . . N S'.T U. *D .V.0.'> ... ... .. ....� .. .... ... ....� .. .......... .... ... ....o .... .. ...... © .....� ....... ....................� R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� .................................�, .R-A00-.Q99.-5Q2A' F.4U8: 871:6923' :,: Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM SED ARCy�T f N0. C29889 * REN. 2/28/19 OF CAS\ STRUCTURE ENGINEER: �2 Plan Check Comment 11.8.18 �I Plan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue: uate: 242.54 6.20.2018 1019.01 Sheet Title: 1261.55 FLOOR AREA DIAGRAMS LANDSCAPE AREA DIAGRAM 499.21 Sheet No.: 1019.01 13.00 175.56 Q O 71.05 259.61 136.44 Product Data lllllllllll111llllllllllllllllllllll 11111}111111111 11111111111111111 111}}}11111} 11 � 11111 l l 111111111 � 11111 111111111111111 �l�itii���titi}}11111 11�11111�11ti���,._„�» e�„�tilllllllllllllll - INFINITY• CERI:Es Carrier's .fir Condidoneri, with Pumn( refrigerant provides a c4lleetian of features unmatched by any other family of tquiprnent, The 24ANBI has been dat4mod utilizing Carrier`s Puron ra:frlgerant• The envWnmentally sound ro:Nigerant allows you to make a reaponamle decision in the pro iactian of the earth's ozone layer This product has been dtsigned and manufactured to Meat Eftargy Stam or:IM a for aaarg3• efficiency when rnattchad ~,+,°ith appropriate coil compon-ants, Refer to the combination, ratings In the Product Data for aryatem combludom that meet Energy Stan guldaiinet NOTE: Rating contained in this document ars subject to chang-a .at any time. Alvrati s rotor to the 4,HRI dh VdDry (N,v wAhrldirwtoiT,org) for the most up-to-date radiap infminatlun. INDUSTRY LEADING FEATURES / BENEFITS Efficiency * 14,5 - 21 SEER / 11.7 - 15 EER * Miwotuba Tecibcology' " rafriger d -on an stem * Indoor air quality aecassaden a-ve la'hle Sound + Sound .lavel as low as 63 dEA + Quiet mount. ~split post compressor groaamts + Eleaaronic LCM ball bearing outdoor cmdaamr fear. motor + Fonwd-swept condenser fan blade + CD1aPf 0f sound hood * Laminated atteel compressor mounting plan Comfbrt System supports Infinity' Control or st larrl 2 -stage the.mogat "trals Reliability Puromit resfrigerant - en�airenmentallg sound, �>y,an't deplete the ane lager and 14w lifetime serviso sit. + Frcant-saatigg servioe valves + 2-3tage =011 compress r * Internal prmure fthiff valve * Internal thermal overload * Low pre$aure switch * High prmure switch + Filter drier * clankctase hater standard + Baslanc$d refrlg>}ration system for maximum reliability Cuntmis and Diagnostics + Infinity - oontml 0r 2-Aw thermostat + TWO control woes to outdoor unit with Infinity Control (serial numbm 1213E and rower) + utilbty interface Connection + Enhanced diWostics capability with ItaOnity Control Durability Wetat.hozAnn ar Ultra" protection padcag#!: ■ Solid, Durnble sheet metal construction + Steal louver coil guard + Bakad-on, omnpleta outer coverage, p4Ater paint Applications + Long -lana - up to 250 feet (76.2 m) total equivalent length, up to 200 f#latt j50M m) condenser .above eva4pomtor, or up to 80 ft, (2438 m) ev*orator ab©vc condenser (See Longline Guide for more information.) * Low ambient (down to 0°F) with complete infinity system. ELEiCTRI AL DATA roiiwoiP iVM iiinpM %r LnT Y%wAV@ rs n�" vK vrniGn fnV unit wim v.�rAe® 3ewewlulS�nly r Uwlr+ It appl4d ad amblent greater than JSVC. consult table 40-16 of the NEC (NFPA n). The ampaacLty of non-metallic-sheathad cable INel), trade narrm MMEX, shell be than of B0'C oonditlona, per the NEC ;NFPA 70) Article 33S-86. If other than unccatad inc-platad), 90 or 75°C Insuletlon, ocpper wire liscil 1 wire to 10 AW13 or smaller. stranded wire for latrger than 10 AWG) Is used, consult tappiloablo =loa V to NEC {NFPA 70). Langh shown is as maesurad one way along wire path between unit and aarviae panel for voltage drop not to axoW 2%. '" Tlme-Delay fust. FLA •- Full Load Amps LRA •- Locl ed Rotor Ampa MCA •- Minlmurn Circuit Amps RLA •- Ratted Load Amps MOM: Control circuit la 24-V on all unite aand requlre3 e44rnai power source. Copper wire must oe usetl frprt•t sarAos d4connact tz snit. All rnmraaloornprarmm contain Interinal overload protadkm Coreplft with 8013 *quiremera WASHRAE Standards 80.1 A -WEIGHTED SOUND POWER (dBA) t.Ina $tm - Vo lt"I" Series Standard Flating (deA) 198 Weal Dative Band Spoetmin SdBA, wifttAtens &QuMrmM M zo 100 20M 400 am 24-31 MIN MIN MAX MAX MAX U� 33.3 CIPILRVOLTV CCMPM FAN 46.0 WIRa WI FAR LETff#TFf L4 OTH **or �� 55,0 32,4 81.3 && - LowStage 48.5 54.5 a9.0 E8.8 33.0 50,4 MCA Sizat $azgt I ft. (m)* ft. (M)$ CKT 41IRK 9Rrm,a a9.3 MIN I MIAX LIRA MLA FLA 4$.3 90° 0 78 C WC 79.0 'M111111 24-311 20-23011 233 38.3 11.9 1.8 15.7 14 14 54 15.2 48 14. 23 38-311 83.0 16.3 2.0 21.1 12 12 39 18.4 38 17.1 80 418-311 187 104.0 21.2 2.7 29.8 10 10 as .7 63 19 40 Sn-311 16-2.8 28.8 2.7 38.7 3 a 60(24.4) 79 A.P ea roiiwoiP iVM iiinpM %r LnT Y%wAV@ rs n�" vK vrniGn fnV unit wim v.�rAe® 3ewewlulS�nly r Uwlr+ It appl4d ad amblent greater than JSVC. consult table 40-16 of the NEC (NFPA n). The ampaacLty of non-metallic-sheathad cable INel), trade narrm MMEX, shell be than of B0'C oonditlona, per the NEC ;NFPA 70) Article 33S-86. If other than unccatad inc-platad), 90 or 75°C Insuletlon, ocpper wire liscil 1 wire to 10 AW13 or smaller. stranded wire for latrger than 10 AWG) Is used, consult tappiloablo =loa V to NEC {NFPA 70). Langh shown is as maesurad one way along wire path between unit and aarviae panel for voltage drop not to axoW 2%. '" Tlme-Delay fust. FLA •- Full Load Amps LRA •- Locl ed Rotor Ampa MCA •- Minlmurn Circuit Amps RLA •- Ratted Load Amps MOM: Control circuit la 24-V on all unite aand requlre3 e44rnai power source. Copper wire must oe usetl frprt•t sarAos d4connact tz snit. All rnmraaloornprarmm contain Interinal overload protadkm Coreplft with 8013 *quiremera WASHRAE Standards 80.1 A -WEIGHTED SOUND POWER (dBA) t.Ina $tm - Vo lt"I" Series Standard Flating (deA) 198 Weal Dative Band Spoetmin SdBA, wifttAtens &QuMrmM M zo 100 20M 400 am 24-31 71 - H n aUap 49.5 59.0 61a $7.3 95,4 33.3 S&O &6 - Law Stage 47.0 52.0 am 61a aa.0 50,4 46.0 W-31 &S - 1-14h aU 47.5 53.4 90.17 60.0 55,0 32,4 81.3 && - LowStage 48.5 54.5 a9.0 E8.8 33.0 50,4 4&0 48-31 50 - 1-1411 SU 449.0 91.5 5,2.0 12.0 a9.3 31.3 4a.3 && - Law 8tiNle 448.5 59.5 aR.0 T9.3 ae.3 31.3 4$.3 60-g1 59 - 1-141h .9Uap 80.43 53.5 91a 93.0 I a9,3 $7.3 54,6 &H - Law Stage 44B.0 59.0 a9.0 9£.0 1 874 US 30 N+]YE; TasutarJ in bwordanoe with AHRI Standtard 274 -OL tW Ilsted Ydth AH RI). CHARGING SDBC4DLING (TX V-Y"E EXPANSION DEVICE) UNIT UZE-Vt:7LTACIE, SERIES REQU I RM SUSCOOLING � F (AC) 24-81 ifl 1;.$ 00-01 11 id.i) 49-01 iF 9.7 so -81 146.$) ACCESSORY CONTROLS PAIRT NUMBER DESCRIPTION S'yF+7'X{ICriN01 InflnityTouch Control anon -}NI -FI) 9YSTXCIC11TNi01 Inflnity Touch Oontrol with WI -FI & WIrala4s Accsss Faint S'yMCLC4=01 Inflnity4-7.one• Maamp4r Contrcl Modula Matll-mounted motrol for afour-am ayetarn.) SYSIVICS"Cri Infinity 8mat 8ransor (Optional wall contrci ulad to monitor tamporaturs andlorfm controlin ora individual aont.) S'ysm"CRR309 Inflnity Remote Room atnsor (M❑nitors tamparaturs in an Individual zone.) 2Yi1111ya t{ICRa�T4Y -or l�'it1r7�:CR1atPS11 8ystam Rsmatt Acom Modula {Hatrdwatrs larw1relass acasss and oonlydl via intstnat.) S'y :CNIM01 Inflnity Network.Intarilaace Module jConmts Haat Razovary and Energy Racovery Verdiaiora oto noon -zoning appll; a na.) 5 ..... ...................... .... ..... ....... ....r, .. ........ ..... ....o .. .... ... .... .. ....� .. .......... ....... . . . .a ... ........... ....... . . . .C ... ........ ... .. ... ... .. ....N S.. T U.'D.V.0. .'> .. .. ... .. ....� .. ... .. .... ..R .. ............ ....o .... .. ...... © .....� ....... ....................� R ................................. O ..................................0 ..................................�, P.. 408.892.5020.' F, '408:871:6923' :.:.: , ,.41 Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM G��SED ARCy�T <10 N0. C29889 REN. 2/28/19 OF CA�_� STRUCTURE ENGINEER: Plan Check Comment 11.8.18 Plan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue.- Date: ssue:Date: 6.20.2018 Sheet Title: EQUIPMENT CUT SHEET Sheet No.: r--------------------------------------------------------------------------- I ' T (E) 3030 (E) 3030 T (E) 8030 I II I L—i II -D 2ND PLATE HT. +124.08' I _________`� i i Ir T-) i i ii O Iii II T II II iii I P 1u a II C n ul I I I I II I� I� •�IIIhI'• /I � I II I II LJ rl -J�d�ft� (E) 2668 (E) 2668 5 ___-_-_-_---------0----- ,IIIII 1ST PLATE HT. I III I r T +115.08' I III I' ---- I I �====i ---------------- NH--4----------------------------------------,!-----��- ----------------- III I L____ i I I III I I I I O/j ao I VIII Vr-r-� I I I I I I N I II II I N I III II I II II Oil I j 1ST FINISH i III II I I o I I N FLOOR I O ,SII I I j----- - 107.08' _-JJ i GRADE I II I II II I ' I o 2' 4' 8' iri FRONT (EAST) ELEVATION i (E) 8030 -i •� \ (E) 8030 21ND PLATE HT. +124.08' 1ST PLATE HT. +115.08' 1ST FINISH FLOOR 107.08' GRADE 3/16" =1 '-0" REAR (WEST) ELEVATION 0 2' 4' 8' ------------1 —(E) 412SF ROOF OVER HANG I I �\ I I I I .I (E) 2868 N O 0) (E) GARAGE 1 17'-8" i1 I II � 5 I J ..... ......... ....o .. ..... ....... ....� .. ........ ..... ....o ........... .... .. ....� .. ..... ..... ... .... .......... ....... ....c� .. ... ....... ....el . .... . ... ......... ..... 0 ... ........ .... .. ... ... ..... ....N S'.T U*.'D V.0. . . . . .� . .. .... ....R .. .......... .... ....o ©......� R 0 IIIM.................................d' IIIW .............................. W .. P: 408.892.5020.' F..'408-'871:6923'. :.:.: V II II II Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM SED ARCy�T F�� t N0. J2/289 f REN. � of CAS\ STRUCTURE ENGINEER: U 3/16"=1'-0" KEY NOTES: (J) REMOVE ALL PLUMBING FIXTURES IN (E) BATHROOM 10 REMOVE (E) PATIO AND ROOFINGB (E) 2ND FLOOR PLAN - DEMO PLAN A (E) 1 ST FLOOR PLAN - DEMO PLAN ( REMOVE ALL CABINETS AND APPLIANCES IN (E) KITCHEN. 0 2' 4' 8' 3/16"=1'-0" 0 2' 4' 8' 3/16"=1'-0" 0 REMOVE (E) DOORS T REMOVE (E) WINDOW 05 REMOVE (E) WALL © REMOVE (E) WATER HEATER 2 Plan Check Comment 11.8.18 07 REMOVE PARTIAL (E) ROOF FRAMING ® REMOVE (E) COMPOSITION ROOFING AND REPLACE W/ ROOF �I Plan Check Comment 9.12.18 TILE. SEE PAGE A3.1 NO. Revision Date Og (E) STUCCO, V.I.F. Drawn By: Date: 2ND PLATE HT.,k 2ND PLATE HT. +124.08' +124.08' Issue: 1ST PLATE HT. +115.08' N I N e: 6.20.2018 1ST PLATE HT. I Sheet Title: +115.08' 1ST FINISH 1ST FINISH FLOOR Ll 107.08' 107.08' GRADE Q 0 RIGHT (NORTH) ELEVATION GRADE . LEFT (SOUTH) ELEVATION2 E3 EXISTING/DEMO PLAN EXISTING ELEVATIONS Sheet No.: 0 2' 4' 8' 3/16" =1'-0" 0 2' 4' 8' 3/16" =1'-0" ® T (E) 3020 (E) 3030 � I 1: I I NII —� il~i= o 0�� o o a w( 2ss� �Z�w� o m c" IIC14 �tLJ I � U _ Z o I I --J ��� F- - rI Y w w �� I �� II ILd - O �(E) 2668 ___ _ _ II I I _ _ L ---J 05 I _ 0 I; - ;I II II _______ _= J� --- OII O O F(E) 2668 II 0 II r --fir I� �l >_ 0 --,0�_�I II J UJ M �� II `W.H� IF— I I I �I —ll v w J II 0 ii L v II II II I Il ---- ---- I - x,00 F---==;-__---__� y --- 1/a)\ _ _ — — — — �_____� — — — — — (E) 5468 (E) 8040 -0-- — — _ — — ---- IIN � NI iii T v �� U-- u1 0 o u1 Vii; 10 � .�I it i _ ❑ — — — — — — — — — — — — Ili U II (E) 171 SF PATIO �I II 05" II II I I II O (E) 2868 N O 0) (E) GARAGE 1 17'-8" i1 I II � 5 I J ..... ......... ....o .. ..... ....... ....� .. ........ ..... ....o ........... .... .. ....� .. ..... ..... ... .... .......... ....... ....c� .. ... ....... ....el . .... . ... ......... ..... 0 ... ........ .... .. ... ... ..... ....N S'.T U*.'D V.0. . . . . .� . .. .... ....R .. .......... .... ....o ©......� R 0 IIIM.................................d' IIIW .............................. W .. P: 408.892.5020.' F..'408-'871:6923'. :.:.: V II II II Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM SED ARCy�T F�� t N0. J2/289 f REN. � of CAS\ STRUCTURE ENGINEER: U 3/16"=1'-0" KEY NOTES: (J) REMOVE ALL PLUMBING FIXTURES IN (E) BATHROOM 10 REMOVE (E) PATIO AND ROOFINGB (E) 2ND FLOOR PLAN - DEMO PLAN A (E) 1 ST FLOOR PLAN - DEMO PLAN ( REMOVE ALL CABINETS AND APPLIANCES IN (E) KITCHEN. 0 2' 4' 8' 3/16"=1'-0" 0 2' 4' 8' 3/16"=1'-0" 0 REMOVE (E) DOORS T REMOVE (E) WINDOW 05 REMOVE (E) WALL © REMOVE (E) WATER HEATER 2 Plan Check Comment 11.8.18 07 REMOVE PARTIAL (E) ROOF FRAMING ® REMOVE (E) COMPOSITION ROOFING AND REPLACE W/ ROOF �I Plan Check Comment 9.12.18 TILE. SEE PAGE A3.1 NO. Revision Date Og (E) STUCCO, V.I.F. Drawn By: Date: 2ND PLATE HT.,k 2ND PLATE HT. +124.08' +124.08' Issue: 1ST PLATE HT. +115.08' N I N e: 6.20.2018 1ST PLATE HT. I Sheet Title: +115.08' 1ST FINISH 1ST FINISH FLOOR Ll 107.08' 107.08' GRADE Q 0 RIGHT (NORTH) ELEVATION GRADE . LEFT (SOUTH) ELEVATION2 E3 EXISTING/DEMO PLAN EXISTING ELEVATIONS Sheet No.: 0 2' 4' 8' 3/16" =1'-0" 0 2' 4' 8' 3/16" =1'-0" i 0C i 0C c i C\ LEGEND: 2x6 @ 16" O.C. W/ R-19 INSULATION PLUMBING WALL EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL SEE 1 A 8.0 1 -HR EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL - SEE DETAIL 1 g 8.0 1 -HR INTERIOR WALL W/ J" TYPE 'X' GYP. BD. AT BOTH SIDES OF WALL 7777777777- INTERIOR STUD WALL, SEE STRUCTURE DRAWING FOR WALL SCHEDULE. DOUBLE STUD WALL WITH STC54 SOUND WALL AND 1 -HR FIRE RATED WALL - SEE 1 A3.1 Q TEMPERED GLASS E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER 44" ABOVE FLOOR, S.OSF OF OPEN AREA ON GROUND LEVEL, 5.7SF MIN. OPEN AREA FOR WINDOW ON SECOND FLOOR, 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. ALL EGRESS WINDOWS W/ TWO OR MORE LATCHES SHALL HAVE THE LATCHES INTERCONNECTED AND OPERABLE FROM THE LOWEST LATCH. XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR STAND FOR FEET INCH WIDE x FEET INCH HIGH CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 FEET 0 INCH HIGH SH 3050 SINGLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x 5 FEET 0 INCH HIGH SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET 0 INCH HIGH 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH HIGH 1/411 = 1'-0" �l LANDING AND STEP W/ MAX. 7J" RISE AND 10" MIN. RUN. PROVIDE 25 GAUGE CONT. GALV. FLASHING WHERE CONC. MEET WOOD. �2 STEP IN GARAGE SHALL NOT HIGHER THAN 6" LANDING AT SIDE YARD SHALL NOT HIGHER THAN 18" FROM FINISH GRADE OR HAVING 10'-0" SIDE YARD SET BACK ® (E) INTERIOR DIMENSIONS BETWEEN GARAGE WALL SHALL REMAIN AS IS. �5 PROVIDE MIN. 10' WIDE x 20' DEEP CLEAR FROM FINISH WALL TO FINISH WALL INSIDE OF GARAGE. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 10' BY 20' GARAGE, MEASURED 6" TO 6' FROM THE FINISHED FLOOR. Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM <SED ARCy�T v �p,NK 1. FSA f NO. 029889 �t REN. 2/28/19 OF C P, STRUCTURE ENGINEER: �2 Plan Check Comment 11.8.18 �I Plan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue.- Date: ssue:Date: 6.20.2018 Sheet Title: FIRST FLOOR PLAN Sheet No.: 13'-1 1/2" 3'-1 " 11'-2" 14'-9 1/2" 9'-3„ 3,-0„ 0 2' 4' 6' 8' SECOND FLOOR PLAN LEGEND: 2x6 @ 16" O.C. W/ R-19 INSULATION PLUMBING WALL EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL SEE 1 A 8.0 77 7777- 1 -HR EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL - SEE DETAIL 1 g 8.0 7777777 1 -HR INTERIOR WALL W/ 8" TYPE 'X' GYP. BD. AT BOTH SIDES OF WALL 7777777777- INTERIOR STUD WALL, SEE STRUCTURE DRAWING FOR WALL SCHEDULE. 777 DOUBLE STUD WALL WITH STC54 SOUND WALL AND FJ FJ FJ FJ F_F17 1 -HR FIRE RATED WALL - SEE 1 A3.1 TI TEMPERED GLASS E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER 44" ABOVE FLOOR, 5.OSF OF OPEN AREA ON GROUND LEVEL, 5.7SF MIN. OPEN AREA FOR WINDOW ON SECOND FLOOR, 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. ALL EGRESS WINDOWS W/ TWO OR MORE LATCHES SHALL HAVE THE LATCHES INTERCONNECTED AND OPERABLE FROM THE LOWEST LATCH. XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR STAND FOR FEET INCH WIDE x FEET INCH HIGH CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 FEET 0 INCH HIGH SH 3050 SINGLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x 5 FEET 0 INCH HIGH SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET 0 INCH HIGH 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH HIGH 1/411 = 1'-0" FLOOR PLAN KEY NOTE: LANDING AND STEP W/ MAX. 7J" RISE AND 10" MIN. RUN. PROVIDE 25 GAUGE CONT. GALV. FLASHING WHERE CONC. MEET WOOD. Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM G��SED ARCy1T v K 1. FSA f NO. 029889 �t REN. 2/28/19 OF CAS-\ STRUCTURE ENGINEER: �2 Plan Check Comment 11.8.18 �I Plan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue.- Date: ssue:Date: 6.20.2018 Sheet Title: SECOND FLOOR PLAN Sheet No.: 10045 CRESCENT RD DRIVEWAY P ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, COLOR STUDIO 61 ARCHITECTS, Inc. ' I . . ................................................... -------------------------- .......... ............................................................... ......... ...................................................... ......... I .......... . ................................................ P, ............... ............. . ............................................... -EMEMEMEMEMEMEMEMI FOR STREET SCAPE ELEVATION 10075 CRESCENT RD 1/811 = 1 '-0" ELEVATIONS KEY NOTE: ..... ...................... .... ..... ....... ....� .. ........ ..... .....0 .. .... ... .... ........Ln .......... ..............0 ... ... ............. . .... . ... ............... . ...... .........0 .... ........ ... .........� . ... .. ....R ..... .................... o ... .. ...... ©.....� ....... ....................� R ................................... ................................. ..................................CIO ................................. _P:.408.892.5020.'F.'40887�:6923-, :,: Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: s�+117.08' 1ST FINISH FLOOR 107.08• GRADE FRONT (EAST) ELEVATION LINE OF PLANE 16'-0' HIG_H___________________ FROM 1ST FINISH FLOOR R ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, COLOR STUDIO 61 ARCHITECTS, Inc. ' I WALNUT CREEK BLEND, PRODUCT #2773, STANDARD WEIGHT. 12480 Saratoga Ave. o I CLASS 'A' MIN. V.I.F. Saratoga, CA 95070 (E) PLATE HT. ELDORADO STONE, CASTAWAY STACKED STONE. I T: (408) 892.5020 I 0 (E) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP OF F: (408) 871.6923 R N TANNIN. Email: FRANKLHO@YAHOO.COM \\ I® (N) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP OF TANNIN. MATCH WITH (E) STUCCO m ARcy�T N \ S.U. +11�i.os O5 ROLL UP GARAGE DOOR. a ��SEo vG �pNK �'. �S'p �0,A © FACIA PAINTED WITH KELLY MOORE, COLOR #36, NAVAJO WHITE. 1ST FINISH FLOOR I 107.08' m� � 02988 N0. C29889 ® APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL REN. NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE Q PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD qTF FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR OF BACKGROUND. CFC SEC. 505 CA`�FO�� s�+117.08' 1ST FINISH FLOOR 107.08• GRADE FRONT (EAST) ELEVATION LINE OF PLANE 16'-0' HIG_H___________________ FROM 1ST FINISH FLOOR R to N I I E] I E 13 -------------- 10 -------------- - - ----------------- - 1ST FINISH F�107.08' GRADE OL Ir 0 2' 4' 6' 8' 3/16" =1'-0" REAR (WEST) ELEVATION 0 2' 4' 6' 8' 3/16" =1'-0" 2ND PLATE HT. +125.08' HEADER +124.08' 2ND FINISH ' I +116.08' o I V.I.F. (E) PLATE HT. I +115.08' I � N Z_ +I o J m to N I I E] I E 13 -------------- 10 -------------- - - ----------------- - 1ST FINISH F�107.08' GRADE OL Ir 0 2' 4' 6' 8' 3/16" =1'-0" REAR (WEST) ELEVATION 0 2' 4' 6' 8' 3/16" =1'-0" 2ND PLATE HT. +125.08' HEADER +124.08' GRADE NOTE: ANY CHANGES TO THE APPROVED COLORS MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION STRUCTURE ENGINEER: Z2 Plan Check Comment 11.8.18 ZI Plan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue: Date: 6.20.2018 Sheet Title: ELEVATIONS Sheet No.: 2ND FINISH FLOOR +116.08' o I V.I.F. (E) PLATE HT. C010 N +115.08' I _ N Z_ +I o J m X a 1ST FINISH FLOOR 107.08' GRADE NOTE: ANY CHANGES TO THE APPROVED COLORS MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION STRUCTURE ENGINEER: Z2 Plan Check Comment 11.8.18 ZI Plan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue: Date: 6.20.2018 Sheet Title: ELEVATIONS Sheet No.: LEFT (SOUTH) ELEVATION ENTRY PLATE HT. +118.08' S.U. +116.08' 1ST FINISH F 107.08' _[ GRADE 0 2' 4' 6' 8' 3/16" =1'-0" GRADE RIGHT (NORTH) ELEVATION ELEVATIONS KEY NOTE: GRADE 21SID PLATE HT. +125.08' HEADER +124.08' ENTRY PLATE HT. +118.58' 2ND F.F. +116.08' V.1 F. 1ST PLATE HT. +115.08' 1ST FINISH FLOOR 107.08' GRADE SECTION GRADE 0 2' 4' 6' 8' 3/16" =1'-0" NOTE: ..... ...................... .. ..... ....... ....� .. ........ ..... .....o .... ... .... ........Lf) .......... ..............0 .. ... ............. . .... . ... ............... . ...... .........0 .... ........ ... .........� .. .........N S'.T tl'.'D'.I.'.O.'> ... ... .....� . .... ....R .. .......... .... ....o .... .. ...... © .....� ..... ....................� R ................................... 2ND PLATE HT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C +125.08' CIO 'd' HEADER P:.408.892.5020. F, 4U8:87� :6923 ; +124.08' ENTRY PLATE 2ND PLATE HT. (D ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, +118.08' _ D= +125.08' _J COLOR WALNUT CREEK BLEND, PRODUCT #2773, New Custom Homes +„s..F. 10047 Crescent Road V.I.F. 1ST PLATE HT.,,k HEADER STANDARD WEIGHT. CLASS 'A' MIN. +124.08' O ELDORADO STONE, CASTAWAY STACKED STONE. 0 ENTRY PLATTE 0 (E) STUCCO PAINTED WITH KELLY MOORE, COLOR STUDY TOILET 0-) M. +118.08' #41, SNIP OF TANNIN. AREA BATH. 2ND FINISH ® (N) STUCCO PAINTED WITH KELLY MOORE, COLOR S.U.#41, FLOOR SNIP OF TANNIN. MATCH WITH (E) STUCCO +117.08' o +116.08' V.I.F. 1ST PLATE HT. 0 DECORATIVE WOOD BALUSTERS DO NOT ALLOW 4” _ +115.08' SPHERE TO PASS THROUGH. FACIA PAINTED WITH KELLY MOORE, COLOR #36, N z NAVAJO WHITE. +o M X a ENTRY FOYER NOOK 00 �7 6'-0" MAX. HIGH REDWOOD FENCE AND GATE 1ST 1ST FINISH FINISH 0 107.08' 107.08' GRADE 21SID PLATE HT. +125.08' HEADER +124.08' ENTRY PLATE HT. +118.58' 2ND F.F. +116.08' V.1 F. 1ST PLATE HT. +115.08' 1ST FINISH FLOOR 107.08' GRADE SECTION GRADE 0 2' 4' 6' 8' 3/16" =1'-0" NOTE: ..... ...................... .. ..... ....... ....� .. ........ ..... .....o .... ... .... ........Lf) .......... ..............0 .. ... ............. . .... . ... ............... . ...... .........0 .... ........ ... .........� .. .........N S'.T tl'.'D'.I.'.O.'> ... ... .....� . .... ....R .. .......... .... ....o .... .. ...... © .....� ..... ....................� R ................................... 2ND PLATE HT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C +125.08' CIO 'd' HEADER P:.408.892.5020. F, 4U8:87� :6923 ; +124.08' Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 1ST FINISH FLOOR 4045 Moreland Way 107.08' San Jose CA 95130 —L*Tel. 408.726.2956 GRADE Email: Email. 0 2' 4' 6' 8' 3/16" =1'-0" Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM G��SED ARCy�T v �pNK L. yo FcA m N0. C29889 Irl REN. 2/28/19 OF C A� STRUCTURE ENGINEER: Z2 Plan Check Comment 11.8.18 APIan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue: Date: 6.20.2018 Sheet Title: ELEVATIONS Sheet No.: 0 2' 4' 6' 8' ANY CHANGES TO THE APPROVED COLORS Q SECTION MATERIALS, AND EXTERIOR FINISHES SHALL BE ❑ REVIEWED AND APPROVED BY THE CITY OF 3/16"=1'-0" CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION ENTRY PLATE HT. Project: +118.08' _ D= Grand Success LLC _J 2ND FINISH FLOOR New Custom Homes +„s..F. 10047 Crescent Road V.I.F. 1ST PLATE HT.,,k Cupertino, CA 95014 +115.08' Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 1ST FINISH FLOOR 4045 Moreland Way 107.08' San Jose CA 95130 —L*Tel. 408.726.2956 GRADE Email: Email. 0 2' 4' 6' 8' 3/16" =1'-0" Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM G��SED ARCy�T v �pNK L. yo FcA m N0. C29889 Irl REN. 2/28/19 OF C A� STRUCTURE ENGINEER: Z2 Plan Check Comment 11.8.18 APIan Check Comment 9.12.18 NO. Revision Date Drawn By: Date: Issue: Date: 6.20.2018 Sheet Title: ELEVATIONS Sheet No.: 0 2' 4' 6' 8' ANY CHANGES TO THE APPROVED COLORS Q SECTION MATERIALS, AND EXTERIOR FINISHES SHALL BE ❑ REVIEWED AND APPROVED BY THE CITY OF 3/16"=1'-0" CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION ' PER 461-M-1 g - - - - - - - - - FOUND CITY MONUMENT MON-MON 400.17 - - - - - - PER 461-M-19 LEGEND: 2.43'---------ROAU ,/\,- - - - -RESTAC ASPHALT CONCRETE PER 461 M 19 - HILLCBC BUILDING CORNER BW BACK OF WALK FOUND CITY MONUMENT CB CATCH BASIN CMP CORRUGATED METAL PIPE PER 461-M-19 Co CLEAN OUT CRN CROWN DW DRIVEWAY / EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT 148.25'19.59' / FCOR FENCE CORNER FOUND PER 461-M-19 I PER 461-M-19 FFD FINISHED FLOOR / FL FLOW LINE -1 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 190.96' I JP JOINT POLE LG LIP OF GUTTER PER 461-M-19 o/H OVERHEAD PC PROPERTY CORNER - - - - RW RETAINING WALL SL STREET LIGHT 79.62' - 13�RWD 10�'RWD 20"TREE(S) I SSCO SANITARY SEWER CLEANOUT I PER 496-M 33 „ SSMH SANITARY SEWER MANHOLE c 12 PINE G G N.0°05,40"W G 00.00° �� �° o°�o c o SDMH STORM DRAIN MANHOLE F F F _ _ � F_ _ ° o TBC TOP BACK ROLLED CURB 010�� oG ��o o °° T 2"TREE(S) 3"EE °A8"RWD TC TOP OF CURB TOB TOP OF BANK ° �� o �� TOE TOE OF BANK TW112.33G°+o�oTW110.78 TP TOP OF PAVEMENT BW106.83 RETAINING WALL BW107.02 0� TRC TOP OF ROLLED CURB �� oo TW TOP OF WALL U/G UNDERGROUND o TW113.52 TW111.45 0� TW110.90 �oo. o '` VCP VITRIFIED CLAY PIPE +G��� BW107.30 BW107.30 °�° BW106.60 °�° a �� off° 0 5 10 20 WV WATER VALVE a F�15"RWD WM WATER METER BOX a F° �� TW112.20 +GooL ° a 4 �, ��° +oo°�o +c'o°�� �o�� -CN- CABLE TELEVISION LINE o o BW106.96 as + ° -E- ELECTRICAL LINE �+ o �° G �� -G- GAS LINE o° ° -SS- SANITARY SEWER LINE O I TW109.25 -SD- STORM DRAIN LINE BW107.17 -T- TELEPHONE LINE -W- WATER LINE O a 4 + �°o +° oo �° + �o°�o O ) BASIS OF BEARINGS: I- � +G°l / 10047 CRESCENT ROAD o°�° THE BEARING, N4'30'40"W, OF THE I MONUMENT LINE OF HILLCREST ROAD, AS I SHOWN ON THAT CERTAIN MAP FILED IN THE EXISTING HOUSE cl O COUNTY, STATE OF CALIFORNIA, IN BOOK \° 461 OF MAPS AT PAGE 19, WAS USED AS 7"TREE 7"SHRUB I I 00 MAP. I r� N Ln TBM ELEV=100.00 (ASSUMED) UTILITY NOTE: �G UNDERGROUND UTILITIES. SHOWN PER LLJ I SURFACE EVIDENCE AND RECORD MAPS. I MAY BE DIFFERENT THAN AS SHOWN. / BEFORE EXCAVATION, CALL UNDERGROUND O SERVICE ALERT (USA) 1-800-642-2444. O / NOTES I I ° I N � I -FS'oo. EXISTING HOUSE FF = 107.08± RIDGE= 1 28.58± a PORCH o� a a �° albN N o N ° a ° TW 105.32 13 E BW104.78 a 0 -I-c' oo^� 3"ORANGE( 5 +° 0�0 ° AREA = 10,997±SQ.FT. AREA AFTER 10' ROAD +Go�c DEDICATION = 9,996.6±SQ.FT. �D .N° o +G °°+G °D + 0 20PINE` ;� a as 24 PINE o 0 FOUND 1 " IRON PIPE I ° °� �° °zi °�° a +NSp) WITH TAG RCE 11064 104.7 PER 538-M-40 a a ° BW103.95 a -- -- -- -- -- --G a a --�- - - o��° SSCO +�Qo��� +�e°�� BW103.20 I a a a 6 I �, a a° a a „TRE ------ °41 S.0°0540 E°. o5 CRESCENT ------------ N- D 10075 CRESCENT ROAD MONUMENT LINE OF HILLCREST ROAD, AS SHOWN ON THAT CERTAIN MAP FILED IN THE EXISTING HOUSE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 461 OF MAPS AT PAGE 19, WAS USED AS 7"TREE THE BASIS OF BEARINGS SHOWN ON THIS MAP. BASIS OF ELEVATION: $ N �cj TBM ELEV=100.00 (ASSUMED) UTILITY 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. lool / NOTES L11 ' 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING F� 00 nPINE�PINE D" ° G c��o CB - 03 -92 i� C 03-32 RETAINING WALL BW102.67 9" NE 100 93 W� 5' REE �� o �° Tc G9"PINE +o,�ooN� + 00.26 WV °o / 7 85.21+c o\° 7y10' TO BE DEDICATED �° » FOR ROAD PURPOSE 9 41° 42'5 2 14.81' - R= 180.0 oi ROAD _ - - 0 000 �ETBL=M 100.00 NEW RESIDENCE 10047 CRESCENT ROAD CUPERTINO, CA APN: 326-16-027 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' 8235 ISSUED DATE: MARCH 26, 2018 SCALE: 1"=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. coo WEC