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R-2020-026 Approved Plans Community Development Department Planning Division — Cupertino CUPERTI o APPROVED 858 BETI IN AVE Case # -202 'cat'o mk r(s) Appr va I e / t Appr v I Date � 2 CUPERTINO ., CASignature Erika Po n r n I n A Case anager U F_ lull 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 TELL: (415)254.1606 E-MAIL: OFFICE@AMSDESIGNLLP.COM PROJECT CONTACT: VACINITY MAP : OWNER: MUNISH POONIA �— ff1SfC�fEEl4r�V`9h grA (714)222-441 0 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH �i 858 BELTI N AVE., CUPERTINO, CA 95014 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE Suisun Dr `or PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE DESIGNER: AMS Design EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE (415) 254-1606 Q PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO OF THE4010 MOORPARK AVE#101, SAN JOSE, CA 95117FIE[] D M NCEMENT S ONSN HALL TAKES PRECED NOCE OVER RK SCALED DIMENSIONSITTEN IN UESTION. ALL n ro — AZADEH@AMSDESIGNLLP.COM m < W z O STRUCTURAL: AMS Design 2 Q (415) 254 -2634 10ry858 Beilln Avenue �.. U O BOB 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 J OFFICE@AMSDESIGNLLP.COM C4 '` T24 & ENERGY: - - - ry - - - a Jahn pr w In - - - D O - - - afDO` ry r'G SOIL ENGINEER: - - - PROJECT DATA: DRAWING INDEX: PROJECT NAME: ASSESSOR'S PARCEL NUMBER: 369- CON BTI: 1: COVER SHEET FIRE NOTES : LOCAL TABLES / NOTES : BETLIN PROJECT TYPE: NEW CONSTRUCTION BT1: BOUNDARY&TOPOGRAPHIC SURVEY PROJECT LOCATION: 858 BETLIN AVE. BT2: BOUNDARY&TOPOGRAPHIC SURVEY CUPERTINO, CA L-1: IRRIGATION PLAN LEGEND & NOTES RESIDENCE ZONING: GROUP: R13 / U L-2: PLANTING PLAN A- AN AUTOMATIC RESIDENTIAL FIRE SPRINKLERS SYSTEM SHALL BE REQ. PRIOR TO FINAL OCCUPANCY: PUBLIC WORKS NOTES: L-3: IRRIGATION & PLANTING DETAILS INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW CONSTRUCTION TYPE: V - B A-00.02: SITE PLAN/FLOOR AREA DIAGRAM ONE- AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY 858 BETLIN AVE. NUMBER OF FLOORS: TWO (2) STORY A-01.01: PROPOSED FLOOR PLAN DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA CUPERTINO, CA 95014 FIRE PROTECTION: SPRINKLERED A-02.01: PROPOSED ELEVATIONS TO MORE THAN 3,600 SQUARE FEET PER SEC R313.2.1. EXCEPTION: A ONE- A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER LAND USE: LOW DENSITY (1-5 DU/ACRE) A-02.02: PROPOSED ELEVATION TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE A-03.01: PROPOSED SECTION 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED REVISION TABLE: A-03.02: PROPOSED SECTION/STREET SCAPE ELEVATION AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR REQUIRED FRONT YARD TREE. THEREIN. IF DURING THE COURSE OF CONSTRUCTION COONSDE EDITI CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/ REVISION DATE BY DEP : DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND FROM AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL HAVE 01 JULY 2020 S.A PLN A. CALIFORNIA RESIDENTIAL: 2019 EDITION ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE B. CALIFORNIA BUILDING: 2019 EDITION CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR. C. CALIFORNIA MECHANICAL: 2019 EDITION SCOPE OF WORK. PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND D. CALIFORNIA PLUMBING: 2019 EDITION APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF E. CALIFORNIA ELECTRICAL: 2019 EDITION PRIOR TO BEGINNING THEIR WORK. SECTION R313.2 AS ADOPTED BY CUPMC. EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE GRADING,STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. F. CALIFORNIA ENERGY: 2019 EDITION 2698 SQ BUILDING AREA INCLUDING 4 BEDS, 3.5 BATH, 2 LAUNDRY AND 2 CAR WORK. G. CALIFORNIA FIRE: 2019 EDITION GARAGE C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO H. CALIFORNIA GREEN BUILDING: 2019 EDITION B- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A OCCUPANCY. I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND AND REGULATIONS. THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO IRRIGATION SYSTEM HAVE BEEN INSTALLED PER CHAPTER D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, 14.15(LANDSCAPE ORDINANCE).THE FINDINGS OF THE ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE CONDITION. REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR AREA CALCULATION : GENERAL NOTES . BASED FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. CONDITIONS THAT AFFECT OR SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING CHANGE C HEE WORK PANCIES DESCRIBED INANY ANDCTHDCONTRA T DOCUMENTS SHALL BE ATTENTION IMMEDIATELY.DO NOT CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE), ANY TREES. PROCEED WITHUGHT TO HE WORK IN TTHE AMSIHE AREA OF DISCREPANCIES UNTIL ALL TOTAL "E" BUILDING TO BE REMOVED: 1703 SQF ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF PREPARED BY THE CITY,AND RECORD IT WITH SANTA CLARA CO. SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES "N" 1ST FLOOR LIVING AREA: 1337 SQF GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY RECORD. FINAL APPROVAL OF THE REQUIREMENTS OF THE WATER RECORD'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. "N" 2nd FLOOR LIVING AREA: 888 SQF DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING PLANNING DIVISION IN ADVANCE OF THE FINAL TO PREPARE THE BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- "N" TOTAL LIVING: 2225 SQF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT DESCRIPTION OF THE WORK WHICH MANIFESTLY NECESSARY TO BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND AGREEMENT. ACTIVITY, WHICH DISTURBS THE SOIL. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR "N" GARAGE: 457 SQF TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE SAFETY CODE 13114.7. WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED "N" COVERED PORCH: 16 SQF WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND "N" TOTAL BUILDING: 2698 SQF RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE C- APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED OMN ALL NEW LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. "N" REAR PORCH: 253 SQF PRECEDING AT HIS OWN RISK. AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND CHAPTER 14.15(LANDSCAPE ORDINANCE) TO THE PLANNING AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL TO "N" FRONT PORCH: 33 SQF LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PER CFC DIVISION. BETWEEN OCTOBER 1 TO APRIL 15. COMMENCEMENT OF HEIR WORK.AND FAILURE TO DOONS AT THE SSO SHALLITE NOT LOT AREA : 6003 SQF OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- SEC. 505 RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY H- ALL NEW ELECTRICAL SERVICE POWER,PHONE,AND/OR CABLE OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE "E" BUILDING HEIGHT(ABOVE NATURAL GRADE): 14'-6" ( ) FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS "N" BUILDING HEIGHT(ABOVE NATURAL GRADE): 27'-4" OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS D- ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS SHALL BE UNDERGROUNDED. DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS „ o CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM OF CFC CHAPTER 14 AND SANTA CLARA COUNTY'S FIRE DEPARTMENT'S DESIGNPRIORTO PROCEEDING WITH ANY RELATED WORK. N FLOOR AREA RATIO (FAR) _ (2698/6003)X100=44.9/o PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF STANDARD DETAIL AND SPECIFICATION SI-7. I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS 2ND FLOOR TO 1ST FLOOR RATIO=(888/(1337+457))X100=49.4% FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND INSPECTOR FOR FINAL INSPECTION. SHEET TITLE: FIRST FLOOR ROOF EAVE=202X1.6=323 SPECIFICATIONS. E- PHOTOELECTRIC SMOKE DETECTORS SHALL BE PROVIDED AT BOTH THE TOP AND BOTTOM OF THE STAIRCASE. J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER COVER SHEET LOT COVERAGE: 1st FLOOR BLDG AREA (1337+457+16) SQF SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN COVERED PORCH 286 SQF DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF F- PHOTOELECTRIC SMOKE ALARMS SHALL BE PROVIDED IN AREAS LEADING ELEVATION CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. FIRST FLOOR ROOF EAVE 323 THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE TO SLEEPING ROOMS AND ON EVERY LEVEL. SMOKE ALARMS WITHIN TOTAL % 2419/6003= 40.2% RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY SLEEPING ROOMS SHALL BE DUAL SENSOR PHOTOELECTRIC/IONIZATION. K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND INSPECTOR FOR FINAL INSPECTION. THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- G- SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE PROJECT ID: CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN INTERCONNECTED PER RESIDENTIAL CODE. L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO DATE: JULY 2020 SETBACK INFORMATION : WORK. H- A NFPA 13-D FIRE SPRINKLER SYSTEM SHALL BE INSTALLED UNDER LANDSCAPED AREAS. SEPERATE PERMIT. M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF SCALE: N.T.S I- A SEPARATE PERMIT FOR THE SPRINKLER SYSTEM SHALL BE APPLIED FOR WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN SETBACKS EXIST PROPOSED MIN SETBACKS ALLOWED BUREAU OF FIRE PREVENTION. ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 1ST 1ST/2ND 1ST/2ND DRAWN BY: A.M.S Front 23' 20'-6"-25'-2" 20'-25' COMBINED SIDE J - CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST Rear 21'-9" 32'-7"-38'-6" 20'-25' SETBACKSIN1ST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR SHEET NUMBER: FLOOR SHOULD BE STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE Right 6'-4" 6'- 15-9" 5'-15' 15'&IN 2ND FLOOR NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE Left 6'-6" 9'- 18'-1" 5'- 15' SHOULD BE 30' PROJECT. CFC CHP. 33 A=00n0l TREE PROTECTION NOTES: FRONT YARD PAVING SURFACE AREA: 6 Community Development Department Planning Division — Cupertino CUPERTI I NQ APPROVED 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF I I FRONT YARD: 1160 SQF Case# A 0-20?w PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR PAVING AREA: M n,l ,{5� ■ PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY 869 BETTE AVE. I I DRIVE WAY/WALK WAY (359+103)/1160=39.8% < 40% RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE WAIVER SIGNED I I Appr va t GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE I I Appr v Date ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE — J I I Signature ErikaPoveda P°nrnlnAI TREE( ) 871 BETTE AVE. Case Manager 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT WAIVER SIGNED 4010 MOORPARK AVE#101, TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING I I SAN JOSE, CA 95117 CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH FENCE I L — — TELL: (415)254.1606 AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING I E-MAIL: OFFICE@AMSDESIGNLLP.COM AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING I -- 254" IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. — \ LIGUSTRUM JAPONICUM� / I \ / C Q°00 i \ 14' o 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP _ — — — — — Toe REBH*M,OVER /� \ — THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED �� F I cF� F - F- �F— 5' _FT WOODEN FI F I F 'F F F — — — — — PLANSTHEY ARE PROTECT ANUND E C PROPERTY RIGHTLAWS ANMS D MAY THESE \ I PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. I I _ / co REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE �\ — LIGUSTRUM JAPONICUM ° EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 25'2" PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 1� IGUSTRUM JAPONICUM —\ DBH: 15" — — 5'P.U.E _ _ _ _ _ _ _ ^ DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER I TO BE REMOVED — — — ' LL I TO BE REMOVED� LL D 24'-2" TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG � LIGusTRUMJAPONICUM \ — ;n _ _ N DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DBH:12" H10 Cn / ° SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY TO BE REMOVED / \ �_ / 5,W.C.E E — - - - - - - TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF �,��_ - — — — - — — — — — — — — — 7 LL AN ARBORIST SHALL BE COMPLETED. / \ / A i�LIGUSTR�M JAPONICUM BH:9" ` N 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE T7EREMOVED I SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND J m _ ) I 1 ' DESIGN OF TREE WELLS. PA PaT o NE UP o = 30 oo \ ALBIZIA JULIBk2ISSIN �+ LL \ DBH: U- / '� v 8" 3'2' 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO I N TO BE REM VED N I DN CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR \ i o DUMPED UNDER A TREE. 30 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY I tt TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER � U_ CONSTANT SURVEILLANCE. I 20' 11 —1 0" � B C �, 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS �� LL z li I o N 11'3" — 2' 11 DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND I o 0 o I r— — — — — — 6'-10" 15's" PROJECT NAME: CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE I a 4:12 o ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. I LL7 BETLIN 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. LL LL M 2nd oOR E2 id FLOOR14 I - - RESIDENCE 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE I 18I1" 115's" PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE I I 858 BETLIN AVE. SAVED. s' 9'-1"� - 866 BETLIN AVE. WAIVER SIGNED CUPERTINO, CA 95014 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE i Lq 1'6" LL oo FENCING AROUND TREES TO BE PROTECTED. I k�)p I I p I REVISION TABLE: I N N LL 852 BETLIN AVE. I a v D WAIVER SIGNED REVISION DATE BY DEP GRADING and DEMO NOTES: I , I 01 JULY2020 s.A PLN FLOORS SPACES SIZE AREA F TOTAL 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, OO S S C S S S (SQ ) O WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. I i_ U_ AC UNIT I I A 24'-2" X 21 '-1 1" 528 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. I I 2ND LL I U_ I FLOOR B 1 1 '-3" X 14'-2" 158 888 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA I ILF _SIOE,:T� — SIDE I I C 15'-9" X12'-1 1" 202 ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. I ELEC.METER I— I 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION I D 14'-9" X20'-7" 303D PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. I I GAS METER 4.12 — E 25'-2" X 14'-5" 363 o 4:12 6' F 1 1 '-5" X3'-10" 44 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS QV — ANY DI ION,GRADE,EXTENT AND U EXPECTND COMPATIBILITY ONSTO THAT AFFECT O � � � ' " ' " ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR a G 7-6 X 9 -6 71 CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL SOIL. _ _ _ _ _ __ 1ST 1337 BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT 4 ° / FLOOR I 3'-2" X 3'-7" 1 1 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL 6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE AND OR CABLE) SHALL BE ° ° SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES UNDER GROUND, Q FRONT YARD TREE- ° a ° o 18'-2' X 19' 345 TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. o N I 6-0" H.T MIN OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- ' ° K 6'-10" X7'-5" 51 o u� DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR w ° a N N\ �J I I CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR a / WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE FOR FINAL INSPECTION. DRIVE wAY �c, \ j L 15 -3' X9'-9" 149 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED „ - F_ DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND a ° \ —_ — __1 DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED ° a COVERED PORCH M 6-10" X2'-4" 16 16 AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. ° SITE CONDITIONS:ALL CONTRACTORAND SUB-CONTRACTORS SHALL ° 20'-5" X 20'-1 1" 427 427 VERIFY DIMENSIONS AND CONDITI ITI ONS AT THE SITE PRIOR TO WALK WAY GARAGE N COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT 20 a' a RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE w IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ° a a a - N 1 8-3 X 3-7 30 OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT - — — — - FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS FROM THE PUBLIC WORKS DEPARTMENT. 58.00' TOTAL BUILDING AREA 2698 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. WATER 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. CURBSIDE METER 0 3'-4" X9'-11" 33 33 SHEET TITLE: DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. PORCH P 25-4" X 10'-0" 253 253 WITH EXCEPTION: SITE PLAN a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE FLOOR AREA INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. DIAGRAM b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION BETLIN AVE. SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. NORTH 1 FLOOR AREA DIAGRAM PROJECT ID: 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. SC: 1/8"= 1'-0" DATE: JULY 2020 GREEN BUILDING MEASURE NOTES: SCALE: 1/8"=1' 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. PROPOSED SI PLAN LEGEND : DRAWN BY: A.M.S 1 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO sc: 1/8° TE= 1'-0° ✓ - SHEET NUMBER: VEGETATED AREAS. I 2nd FLOOR �1ZJ 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. PROPERTY LINE GRAPHIC SCALE 118 INCH = 1 FEET A=00n02 0 2 4 6 8 10 20 30 BLDG 1st FLOOR FOOTPRINT LINE BLDG 2nd FLOOR FOOTPRINT LINE Community Development Department D Planning Division — Cupertino on Qo o Q CUPERTI O APPROVED Case # -202 icatio cmf r(s) ■ 39'8, Appr va e / t I I Appr v Date _0 _�2 _ D Signature Erika Poveda n r r%1 t N A 1 25'-1" � n Q o Q Case Manager Ucolull - — — — — — — — — — — — — — — — — 4010 MOORPARK AVE#101, 2'-2" 7'-8" 1'-9" I \ 1' 12' 3'-5" 5' 3'-8" / - - - - - - - - - - � _ - - - - — SAN JOSE, CA 95117 - - - - - - - - - - - - - - - - - - - - - - - - - - 23'-11" TELL: (415)254.1606 — — — I E-MAIL: OFFICE@AMSDESIGNLLP.COM _ _ \ W02-6050 / \ EGRESS 13'-6" I�1'-6" J3UILT IN SEAT-24"ABOVE F f' / I — — J I I - - - - - - - - - cu Ic�l1' 4' 4 13'-6" ® \ \ / \ rn \\ // I I THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE \ \\ // I I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EGRESS EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE W12 6050 — — — — — — — — PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR I D08-120 W06-5046 W15-4030 F_ <e) \ TMP I I TMP I > I I TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN � I 11'-6" BUILT IN SEAT-24"ABOVE F.F I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. \ 0'CEILING EIGHT 0 BEDROQ2" F � CLOSET M \ I 2'4'X 10'-11" MASTER BATH zo 5'-0"X 6'-4" � I I c I � I I II co HI I I I 10'CEILING HEIGHT _ MASTER BDRM I I I I 5_0 I 12'-10"X 13'-8" I _ ® 1'-3" V-3" - - - HOWER i °° bo M I I BATH I I I I 2'-4" M I I I I F_ YT.WD —-0 24'9" N I 2'-4" N I o D11-2880 D12-2480 o A m I _ I 10'CEILING HEIGHT WALK-IN-CLOSET U I_ I I I 10'-0"X 5'-0" I M x U ^ N m N I 2 di' I I M N I ED I o 10'CEILING HEIGHT I KITCHEN&FAMILY N I I I I o 26-1"X24'-0" � D25-2880 D20-2480 PROJECT NAME: D13-2880 I I I oLAUNDRY 2" EIG T F H NDRAI ING M^ I I I I I I 3'-6"XT-2" � o lip B — DR. — — — — — — 4'0„ — 6„ —I — B B — — —� — — — 3 3 _� — CLOSET — Ce) — B A-03.01 X o 5� - - A 03.01 A-03.01 N °8 0 � -c' A-03.01 BETLIN z tb s U M I I I o I = I ow 0o - co I -I � °° a <S o - aA NUz E I I I I STAIRWELL �_ _ ' R E S I D E N C E 10'CEILING HEIGHT I F_ LAUNDRY °W - I I I I DN I W o _ 1'-3" V-3" - N I 6 6"X6'6" 0 U� _ I I N I I ¢ NLLo z_�j..ic� �" C �� `� BATH �� M �' 858 BETLIN AVE. N I D07-3080 I I zN s'-o"xs-o" I "' CUPERTINO, CA 95014 0 I o I of N Max.Rise=7 3 4" � N = M I I °° TAN LESS WATER HEATER �, CLOSET M 6'ABOVE A GARAGE I a I I N I 6'4'X 2'4' N I (NI 30 x30 AMC ACCESS M FLOOR o 0ZE 1 REVISION TABLE: o D15- 80 —� — I - I cD17-608CP a I I CLOSET L_ _ _ J 8'.0„X 2,_4„ N 3 10i' N I I REVISION DATE BY DEP D19-2880 D18-7080 I °" 01 JULY 2020 S.A PLN 20'-0" 7'-1" I I I ® I I N I m PANTRY r` I 10'CEILING HEIGHT -l"X 5'-6" co I BEDROOM cn O I 10'-11"X 11'-0" m I I I /� I I 10'CEILING HEIGH GARAGE o lo-CEILING H IGHT I I I I I BEDROOM ZD o / 12'-0"X 11'-0" — 20'-0"x 2T 7" ENTRY I _ 9'-2"X 14'-1�" 2M LEC.METEII� I I /n s I \ PFFICE BUILT IN SEAT-24"ABOVE F.F 14,.4„X 9,-0„ 1-22 _ ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR I L— — — — — a — — — — UrtT IN-SE 4"ABOVE F. IDIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. GAS METER I I I I I W18-6046 ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR L — — — — — — — — — — — — — — I CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL W18-6046 BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL / NO OBSTRUCTIONS ARE ALLOWED WITHIN I I I I I / / \ \ \ I SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES / 20'X20'GARAGE W07-6 16 TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. / I I I I P / — — — — — — — — — 6'-1�" I / / \ \ \ 1 6 2' 7'-6" 1'-9" 2'-7" I 7'-6" 2'-7" I OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- _ / BUILT IN EAT 24"ABOVE F.F in L— — — — — — — — — — — — — — — — — — — J — — — — — — — DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR D04-16089 I / / \ \ WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED /I wog-3o5o wog-3oso wog-305o \ 11'-3" 12'-8" I DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND — — — — — \ DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ,I SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL Max.Rise=7 3 4" VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT 23'11" I I RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT 16' 2'-11" 7,. 6' 6 10'11" OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. I D o - ri 20'-8" 7'-1" 2'-10" 10'11" 1'4" o n Q Q SHEET TITLE: 1 PROPOSED 2ND FLOOR PLAN 42'-10" PROPOSED SC: 1/4"= 1'-0" NORTH FLOOR PLAN 20'-11" 22'-2" PROJECT ID: cp.-_ ACCORDING TO THE ABOVE DIMENSIONS, GARAGE AREA (20'-11 ") n Q DATE: JULY 2020 IS LESS THAN 50% OF THE FRONT ELEVATION (42'-10"/ 2 = 21 '-3/5") OF THE HOUSE. SCALE: 1/4"=1' LEGEND : DRAWN BY: A.M.S PROPOSED 1 ST FLOOR PLAN SHEET NUMBER: - - NEW CONSTRUCTION WALL SC: 1/4"=1'-0" GRAPHIC SCALE : 114 INCH= 1 FEET _ 0 1 2 3 4 5 10 15 ■ Community Development Department Planning Division - Cupertino CUPERTI NQ APPROVED Case # -202 N IL icatio n,NApprDval - e / t Appr v IlDate o 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —ABOVE 27'-4" TOP HT. Signature Erika Poveda n r n I n A NATURAL Case Manager LiColulN GRADE 124 4010 MOORPARK AVE#1 01, 12 SAN JOSE, CA 95117 TELL: (415)254.1606 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ lo' PLATE HT. E-MAIL: OFFICE@AMSDESIGNLLP.COM ABOVE F.F. 5T0000 W18-6046 W18-6046 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH — CLASS A TILE ROOFING. o THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE INSTALLATION PER MANUFACTURE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE RECOMMENDATION.VERIFY WITH OWNER REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE OR DESIGNER FOR COLOR. IL EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE (EXAMP.:CgplStrgnO-597 Slate Range- PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 4 Charcoal Range) DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 12 4 12 4� DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. V) �' 12 / 12-10" PLATE — F.F.2ND FLOOR HT.(ENTRY) V -- - - - - - - - - - - - - - - - - - - - — — P—G— \NE — — — — — — — — — — — - - — — — — — — - - - - - — — — — - - — -- agyti�NT N.GRADE - - — - - �- - — o _ _ _ N 10' PLATE HT. -- — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - F — — — — — — — — - - — — — — — ABOVE F.F. Ah W07-6016 � I � 5TUGG0 \ I I I ELEC. METER O 0 L c C/ w I 9'FROM 6'FROM :E w O ? I PROPERTY LINE _ _ PROPERTY LINE O _ z p W09-3050 W09-3050 W09-3050 J I TO EXTERIOR TO EXTERIOR w w o Q w I WALL z WALL � Q w .04 O I D09-6080Cie w Q (� O jZ I D04-16089 j Z o z 1 l o z o F1 I F7 7 n F1 11 9. t o m F.F. I 16" ABOVE NATURAL GRADE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I NATURAL GRADE LINE PROJECT NAME: BETLIN RESIDENCE 1 PROPOSED FRONT (WEST) ELEVATION 858 BETLIN AVE. SC: 1/4"= 1'-0" CUPERTINO, CA 95014 REVISION TABLE: L \ REVISION DATE BY DEP 01 JULY 2020 S.A PLN 274" TOP HT. -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE NATURAL GRADE 4 12 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. - - - - - - - 7 -4030 \ / STUCCO W1511 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR OBSCURED DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. \ \ / W12-6050 ccnss CLASS A TILE ROOFING. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR L - T INSTALLATION PER MANUFACTURE CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL RECOMMENDATION.VERIFY WITH OWNER BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT OR DESIGNER FOR COLOR. PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL (EXAMP.:Capistranq-597 Slate Range- SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES Charcoal Range) TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 4 OMISSIONS IS- iq 4� DESCRIPTION ROF THE WORK OM THE I WHICH ISNGS AND SMANIFESTLY ION ECQESSARYR THE MTO 12 \ N — F.F.2ND FLOOR CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE _ _ _ CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED oP�\GNS�Ne oq GyJ NF 10' PLATE HT. DETAILS COMPLETELY SET FORTH AND R BED IN THE DRAWINGS AND SPECIFICATIONS.DESCRIBED ABOVE F.F. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE ELEC. METER I FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS w 1 9' 1"FROM 9'FROM 0 0 o DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS — I J I PROPERTY LINE W06-5046 W02-6050 / PROPERTY LINE 1 F Z b DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. - - - - w w r I TO EXTERIOR TO EXTERIOR I g C Q z Q w I WALL WALL 1 0 A y o D — SHEET TITLE: — Q O O I D08-12080 I (7 UQal IO � � LU ~ Z ' mm PROPOSED oz � J 9,V 9' o m I STUCCO Z,� ELEVATIONS 16" ABOVE NATURAL GRADE I AC UNIT -�GAS METER NATURAL GRADE LINE PROJECT ID: DATE: JULY 2020 SCALE: 1/4"=1' 2 PROPOSED REAR (EAST) ELEVATION SC: 1/4"= 1'-0" DRAWN BY: A.M. SHEET NUMBER: "ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED Am02n0l AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION ." Community Development Department Planning Division — Cupertino CUPERTI NQ APPROVED Case # -202 IF IL icatio mk r(s) Appr va 1 e / t Appr v Date O 2 Signature Erika Poveda n r n I n A I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 27'-4"TOP HT. Case Manager — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE NATURAL GRADE 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 TELL: (415)254.1606 E-MAIL: OFFICE@AMSDESIGNLLP.COM 10' PLATE HT. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. \ / CLASS A TILE ROOFING. w13-3626 INSTALLATION PER MANUFACTURE 14-2030 14-2030 OBSCURED 16-2630 16-2630 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH — RECOMMENDATION.VERIFY WITH OWNER GLASS THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE \I OR DESIGNER FOR COLOR. PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE (EXAM P.:Capistrano-597 Slate Range- REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE Charcoal Range) EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 19 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 12 12-10" PLATE F.F.2ND FLOOR AL HT.(ENTRY) ABOVE — — — — — — — — — — - - - - - - - - - - - - - - - — — N.GRADE 10' PLATE HT. — — — — — — — — — ABOVE F.F. IRV � I I / \\ W10-6050 5T0000 W05-5040 5TUGG0 AC UNIT F.F. 16" ABOVE NATURAL GRADE NATURAL GRADE LINE PROJECT NAME: BETLIN RESIDENCE 1 PROPOSED RIGHT (SOUTH) ELEVATION 858 BETLIN AVE. CUPERTINO, CA 95014 SC: 1/4"= 1'-0" REVISION TABLE: L \ REVISION DATE BY DEP 01 JULY 2020 S.A PLN 27-4" TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE NATURAL GRADE 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. - - - - - - - 7 \ / W17-2630 W17-2630 \ / STUGGO W14-203 14-203 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR INOPERABLE INOPERABLE DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. CLASS A TILE ROOFING. GLASS GLASS ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR - INSTALLATION PER MANUFACTURE b CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL \ RECOMMENDATION.VERIFY WITH OWNER If BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT T OR DESIGNER FOR COLOR. PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL (EXAM P.:Caplstrano-597 Slate Range- SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES Charcoal Range) _ - TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. v OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 4 DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR 12 4 12 12'-10" PLATE F.F.2ND FLOOR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE N HT.(ENTRY) — — — — — — — -- CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND ABOVE zT DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. N.GRADE 10' PLATE HT. ABOVE F.F. IRV SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE E-_3026 FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS L- - 03-203o DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS 04-264 DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. ELEC. METER CD SHEET TITLE: D05-3080 PROPOSED GAS METER ELEVATIONS F.F. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - -- - - - - - 16" ABOVE NATURAL GRADE - - - - -- NATURAL GRADE LINE PROJECT ID: DATE: JULY 2020 SCALE: 1/4"=1' 2 PROPOSED LEFT (NORTH) ELEVATION SC: 1/4"= 1'-0" DRAWN BY: A.M.S SHEET NUMBER: "ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED Am02n02 AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION ." Community Development Department Planning Division — Cupertino CUPLRTI NQ APPROVED Case # -202 icatio m r(s) Appr va I - e / t Appr v I Date 2 27'-4"TOP HT. Signature Erika Poveda n r n I n A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ABOVE NATURAL Case Manager GRADE 4010 MOORPARK AVE#1 01, SAN JOSE, CA 95117 TELL: (415)254.1606 10' PLATE HT. E-MAIL: OFFICE@AMSDESIGNLLP.COM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. CLASS A TILE ROOFING. INSTALLATION PER MANUFACTURE w1 s2s RECOMMENDATION.VERIFY WITH OWNER THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH OR DESIGNER FOR COLOR. THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE (EXAMP.:EAGLE ROOF TILE WITH PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE PRODUCT NUMBER:4678 OR EQUAL) REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE STUCCO PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. - c - F.F.2ND FLOOR N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW R-30 IN5UL-- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ATTIC TYP.ALL ROOF 'v 10' PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. BOX WINDOW OFFICE ' ` PANTRY KITCHEN& FAMILLY 24"ABOVE F.F STUCCO 0 0 DO-880 D14-2880 D 0 0 0 0 NEW R-13 INSUL: NEW R-19 INSUL.- TYP.ALL EXT.WALL5 c� TYP.ENT.FLOOR F.F. 16" ABOVE NATURAL GRADE NATURAL GRADE LINE MIN CRAWL SPACE PROJECT NAME: DIMENSION BETLIN A-A CROSS SECTION RESIDENCE 1 SC: 1/4"= V-0" 858 BETLIN AVE. CUPERTINO, CA 95014 REVISION TABLE: L \ REVISION DATE BY DEP 01 JULY 2020 S.A PLN 274' TOP HT. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE NATURAL GRADE 4 - ;_ 12 M NEW R-30 INSUL: ATTIC TYP.ALL ROOF 10' PLATE HT. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. GL05ET ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL CLASS A TILE ROOFING. BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT INSTALLATION PER MANUFACTURE o PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL RECOMMENDATION.VERIFY WITH OWNER SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES STAIRWELL LAUNDRY TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OR DESIGNER FOR COLOR. (EXAMP.:EAGLE ROOF TILE WITH OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- PRODUCT NUMBER:4678 OR EQUAL) 4 DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 12E CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE L4 11 r_1 IIII I v CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED F__ F.F-2ND FLOOR DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND N DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ATTIC v ATTIC, "v SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL 10' PLATE HT. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. IRVCOMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT KITCHEN&FAMILLY RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. LAUNDRY WOE 040 SHEET TITLE: ib 0 °8 280 PROPOSED 00 SECTIONNEWNE R-19 INSUL: TYP.ENT.FLOOR NEW R-13 INSUL. F.F. HI/ TYP.ALL EXT.WALL5 16" ABOVE NATURAL GRADE NATURAL GRADE LINE MIN CRAWL 5PACE PROJECT ID: W DIMENSION a. DATE: JULY 2020 B-B CROSS SECTION SCALE: 1/4°=1' 2 SC: 1/4"= V-0" DRAWN BY: A.M.S SHEET NUMBER: AmO101 Community Development Department Planning Division — Cupertino CUPLRTI NQ APPROVED Case # -2 22 We mk r(s) Appr va It Appr v I Da Signature Erika Poveda Case Manager 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 TELL: (415)254.1606 E-MAIL: OFFICE@AMSDESIGNLLP.COM 25-8"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE NATURAL GRADE THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH ATTIC THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE NEW R-30 IN5UL: PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE TYP.ALL ROOF REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 10' PLATE HT. EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — P ANS ON OTHER SITES IS PROHIBITED ITH UT THE CONSENT OF AM ABOVE F.F. DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR MASTER BEDROOM LAUNDRY BATH GLOSET BEDROOM TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN rNEIV4 R-13 INSUL: P.ALL EXT.WALL5 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6 W 1 62 W16-2630 W16-2630 W14-2030 W14-2030 CLASS A TILE ROOFING. INSTALLATION PER MANUFACTURE ------- E:1 RECOMMENDATION.VERIFY WITH OWNER o I0 OR DESIGNER FOR COLOR. BOX WINDOW (EXAMP.:EAGLE ROOF TILE WITH BOX WINDOW 0 24"ABOVE F.F PRODUCT NUMBER:4678 OR EQUAL) 24"ABOVE F.F 12 F.F.2ND FLOOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N V 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. VV KITCHEN ENTRY WO 040 CD PROJECT NAME: BOX WINDOW El D o 0 0 24"ABOVEF.F BETLIN - • - NEW R-111 IN5UL.- + - - - F.F. TYP.ENT.FLOOR ® RESIDENCE 16" ABOVE NATURAL GRADE - - NATURAL GRADE LINE MIN CRAWL SPACE 858 BETLIN AVE. co DIMENSION a CUPERTINO, CA 95014 REVISION TABLE: REVISION DATE BY DEP C-C CROSS SECTION 01 JULY 2020 S.A PLN SC: 1/4"= 1'-0" ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 852 BETLIN AVE 858 BETLIN AVE 866 BETLIN AVE OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO _ CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR *y ' WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED y DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. - t .�, ••k. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL �' •: ;� ,' +Y' `}'. ' 4='` VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT 7t+ * RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. ` * f y. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT d$ Y if 2 �� OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE ' - y �` `` '• c 5 .1�. +� FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. __— r __ SHEET TITLE: : PROPOSED 1r - SECTION I STREET dk +- ; � -F - SCAPE ELEVATION PROJECT ID: DATE: JULY 2020 NUNNyT SCALE: 1/4"=1' STREET SCAPE ELEVATION DRAWN BY: A.M.S 3 SHEET NUMBER: AmO102 Comr iunity De elo merit Depart nent lann ng Civisi n - Cupertinc CUPERTINO APPROVED Case# R-2 20- 26 pplical ion Nu ber(s Z Approva I Bo y: Director/Staff o Approva I Da 10/2 /20 Signature Erik Pokda I Cz se Mar ager LEGEND EXISTING CONTOUR LINE ---200--- NATURAL GRADE CONTOUR LINE FOUND CITY FOUND CITY MONUMENT BOX, OR AS NOTED MONUMENT BOUNDARY OF PROPERTY SURVEYED — NO*14'40"W 10 30 50 1 ( ) RECORD INFORMATION B L A N E Y AVENUE 0 20 40 100 CENTERLINE 1 GRAPHIC SCALE 1" = 30' Z�l CURB INLET I o m I N CURB LINE I r` I w DRIVEWAY APRON o a a a a a ELECTROLIER / LA x x x FENCE z NQ SG � PORFIRIO �G FIRE HYDRANT THE BEARING NORTH 78°03'56" WEST OF THE MONUMENT LINE OF JOHN DRIVE AS OSCAR OSUNA o ® FLAT GRATE INLET / o CALCULATED ON THAT MAP OF TRACT NO 2076 FILED FOR RECORD IN BOOK 93 OF No. 8921 1 0 af MAPS PAGES 46, SANTA CLARA COUNTY RECORDS, AND AS FOUND MONUMENTED, * Exp. 9-30-20 o.H PwR OVERHEAD POWER LINE 11, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. / � d- F (1H. TEL OVERHEAD TELEPHONE LINE OF CA��F� / ss SANITARY SEWER LINE / � � O SANITARY SEWER MANHOLE . � � R l R OSUNA Nl PLS 8921 EXP. 9-30-20 o SANITARY SEWER CLEANOUT Qf N/'� �/ o SIGN 1:5m �l N Qz- so STORM DRAIN LINE o / REFERENCES: STORM DRAIN MANHOLE ��o R1 TRACT NO. 2076 93-M-46 m zl� UTILITY BOX UTILITY POLE / I I w WATER LINE / I W WATER METER / / BENCH MARK WATER VALVE / cV / DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE EM ELECTRIC METER / / o WESTERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' wH WATER HEATER © GAS / 1 / FOUND CITY BENCHMARK: / MONUMENT ELEV. 100.00' ABREVIATIONS / MAG NAIL APN ASSESSOR'S PARCEL NUMBER N19 44'so" BM BENCH MARK c 00 E �6g CATV CABLE TELEVISION OVERHEAD •E 22 R� D CURVE DELTA Z m 1 M B E TE N AVENUE DRWY DRIVEWAY ' C\3_231' R=150.00' DS DOWNSPOUT w 0 o SO°13 55 E 656.16 R1 FF FINISH FLOOR - > o c 4`19 58 45 R1 FL FLOW LINE ELEVATION Z �> > o QO R1 vs o w GFF GARAGE FINISH FLOOR V �' J IP IRON PIPE r z � o R-20'00 L CURVE LENGTH W .� g 7 R=180.0 R� REFERENCE DOCUMENT d o �;g2.7 ' 0' NO°13'55"W 50.00' R1 58.00' 65.00' NO°13'55"W 58.00' R1 58.00' 65.00' n - � 19°58 45" R1 4_ tn N cn O.H. PWR OVERHEAD POWER LINE I w O.H. TEL OVERHEAD TELEPHONE LINE z 0.30' R 1 / PCL PARCEL Z c z M N19°44'50"E 18.22' R1 / P.M. PARCEL MAP W ii J o _ PTN PORTION > R RADIUS SD STORM DRAIN z N 0 0 CD u, I I I SS SANITARY SEWER o LOT 69 LOT 68 LOT 67 �� LOT 66 1� LOT 63 EOT 62 fir; TC TOP OF CURB ELEVATION CD N a / r-) TEMP. TEMPORARY z z L / LO R1 CDR1 L, R1 Ln R1 R1 PUE PUBLIC UTILITY EASEMENT \1 w No R1 P PI IP WILE WATER LINE EASEMENT I � 1 M M I I � N I coI z APN NO.: 369-27-032 °z° Z N 6 N / OT GROSS AREA: 6003± S NOTES: V 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 0 4 _NO°13'55"W 87.63' R1 58.00' 1 65.00' 1 NO°13'55"W 58.00' R11 58.00' _ 65.00' _ _ _ _ _ _ 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q o 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME f/ o0 TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. 0 � / 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND / OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF LLJ Z MO UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 0 o 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. � N 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 06 W LOT 49 LOT 50 LOT 51 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY CO Cfl OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE QO M c R1 R1 R1 NOT SHOWN ON THIS MAP. � L o 0 0 00 Z 0 oZ a SHEET BT1 OF 2 SHEETS Comr iunity De elo merit Depart nent tanning Divisi n - Cupertinc CUPERTINO APPROVED Case # 1 tR-220-626 ber(scn Approva I Bo y: DafFApprova I Da Signature Erik Pov da I C se Mar ager LEGEND EXISTING CONTOUR LINE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---200--- NATURAL GRADE CONTOUR LINE — FOUND CITY MONUMENT BOX, OR AS NOTED 10 30 50 -- BOUNDARY OF PROPERTY SURVEYED EX. MAN HOLE 0 20 40 a GRAPHIC SCALE ( ) RECORD INFORMATION c ill = 10 CENTERLINE 0 CURB INLET m — — CURB LINE BENCHMARK: DRIVEWAY APRON ELEV. 100.00' a a a a a MAG NAIL c� 0-0 ELECTROLIER � x x x FENCE B E TL N AVENUE s LAND � G TC 99.95 TC 99.00 0� OSC�RFOSUNA FIRE HYDRANT TC 100.27 TC 100.38 FL 99.48 TC 99.40 FL 100.73 FL 99.92 FL 99.19 FL 98.53 o ® FLAT GRATE INLET _ No. 8921 o� THE BEARING NORTH 78°03'56" WEST OF THE MONUMENT LINE OF JOHN DRIVE AS * Exp. 9-30-20 o.H. PwR OVERHEAD POWER LINE _ _� xoo o CALCULATED ON THAT MAP OF TRACT NO 2076 FILED FOR RECORD IN BOOK 93 OF W � O.H. TEL OVERHEAD TELEPHONE LINE I MAPS PAGES 46, SANTA CLARA COUNTY RECORDS, AND AS FOUND MONUMENTED, FOF CA0 ss SANITARY SEWER LINE WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. \ � SANITARY SEWER MANHOLE WATER METER PLS 8921 SCA OSUNA 0 _ 65.00' NO°13'55"W 58.00' 1 58.00' PORFIRlO OSCAR OSUNA o SANITARY SEWER CLEANOUT 0 SIGN �o°� x NZ r� x�zl x so STORM DRAIN LINE o N I REFERENCES: \ o R1 TRACT NO. 2076 93-M-46 O STORM DRAIN MANHOLE �_ m W o UTILITY BOX � < � 13" TREE UTILITY POLE I w WATER LINE x��— — — — — A WATER METER x WATER VALVE 6.6 BENCH MARK EM ELECTRIC METER X DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE WESTERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' WH WATER HEATER M EX. GARAGE X ?< ti © GAS 10- �o`' o GFF 101 .4 x x o XI z 6.4' X X ABREVIATIONS �I I� APN ASSESSOR'S PARCEL NUMBER -CDEX. HOUSE �o�L� o I BM BENCH MARK � E LOT 67 -CD CATV CABLE TELEVISION OVERHEAD V o FF 103.0 X �o�`' �p�� X o_ Lq D CURVE DELTA m N c x _U x W LOT 6 3 o DRWY DRIVEWAY .S o r no X � IDS DOWNSPOUT c c R1 GAS METER ' �� o 0 o n z o R1 FF FINISH FLOOR > O c = n Q0 FL FLOW LINE ELEVATION Z >_ Uj � c� GFF GARAGE FINISH FLOOR V N z I IP IRON PIPE W g o L CURVE LENGTH W R# REFERENCE DOCUMENT Z -1d ` I �o` M-M MONUMENT TO MONUMENT Z N X LOT 66 x N O.H. PWR OVERHEAD POWER LINE �� w kA EX. BRICK O.H. TEL OVERHEAD TELEPHONE LINE a .5 Z I R1 PLANTERS PCL PARCEL Z c z M X APN NO.: 369-27-032 I P.M. PARCEL MAP W ii J o 20" MULTI I PTN PORTION RADIUS C-) TRUNK TREE SD STORM DRAIN n 0 LOT GROSS AREA: 6003± SF SS SANITARY SEWER J °i �o` TC TOP OF CURB ELEVATION N x 9 TREE TEMP. TEMPORARY z z �i PUE PUBLIC UTILITY EASEMENT \1 w No WILE WATER LINE EASEMENT 0° X x Doti I a � N O UTILITY POLE — — �oy° — — — — — — �o��N 1`o NOTES: x� x x - - - - - x I = 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. o I 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q o — — — — — — — — — — �— — — — — — — — 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME �/ o X TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. o OH 0 OH M 0 OH OH OH OH OH OH OH 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. L1J 65.00' NO°13 5 5 00 R 58.00 L x x — — — — — — — — — 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND 0 ¢OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF 0 M 6 \ o UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). O w Z O o 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. N 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). p� W 15" MULTI TRUNK TREE I �' I 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY m CO 13" MULTI OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE >- � � co 3 TRUNK TREE NOT SHOWN ON THIS MAP. Q 0 o 8" TREE 0z � LOT 49 I LOT 50 I LOT 51 I 0 L Z R1 m o � R1 R1 � •o SHEET BT2 OF 2 SHEETS • Y•J Ill of Valve No. Community Development Departme t Irrigation Legend: - Plan ni g Div lion upertino SYMBOL HEADTYPE PSI. GPM P.R. MANUF. MODEL No. I] Drip Emitter 25 2 GPH Hunter MPE-20 Hydrozone Area c A O Case# Pressure Compensating Multi Port Emitter - - Case 6 With 6 Ports Per Emitter GPM THOMAS SCHERER App�!c tion �, I Install With Hunter Multi Purpose Box ASSOCIATES 0.6 Hunter Eco-Mat-1 Approval Body: Director/StaffDESIGN Eco Matt 20-40 Valve Size Landscape Approval Date 10/21/20 - Signature Erika Poveda I -1L Case Manager Master Valve Hunter ICV-101 G Install Per Manufacturer's Specs. 1/8 11 ® Drip Zone Valve Kit Hunter ICZ- 101 Install Per Manufacturer's Specs. P.O.Box 68,Aptos,CA 95001 AMSDESIGN4 Quick Coupler Valve Rainbird 33DRC Series 3/4" Size Tel(837)688-8913 --- Automatic Controller Hunter I-Core 6 Station Wall Mount-Power By Others 0 ET Sensor Hunter Wireless 'Solar Sync' Install On Gutter Per Manuf. Specs 2275 S.BASCOM AVE.,SUITE 1406 A Flow Sensor Hunter HFS Install Per Manufacturer's Specs CAMPBELL,CA 9 006 y. Backflow Prevention Unit Febco Model 825Y Install Per Manufacturers Specs. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND e-MA a-MA415)254.1606 IL: oHice@AMSDesignllp.com HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE Sub Meter Zenner Model MJ Water Meter- 1" Size LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PLAN" Mainline PVC Sch. 40 Size Per Plan Bury 18" Min. Below Grade 486 s.f. 3 2 226 s-f �A Lateral Line PVC Sch. 40 Size Per Plan Bury 12" Min. Below Grade ' - - Irrigation Line Sleeve PVC Sch. 40 Size To Accommodate Irrigation Lines- 24" Depth 1" 3.4 GPM 1 " 1.2 GPM r -o Landscape Documentation Package For : DRAFT NOT FOR Poonia Residence I � �, �, v-1 +mow'° %l CONSTRUCTION 858 Betlin Avenue Li - t q Cupertino, CA 95014 Applicant: Thomas Scherer Landscape Architect ' P.O. Box 68 Aptos, CA 95001 I (831) 688-8913 zekets@earthlink.net $ FI PAVERSTONE PATIO � • Owner: Munish Poonia ❑ { 858 Betlin Avenue El' _ _ i . ; BETLIN Cupertino, CA 95014 CD (408) 893-3913 � .. . � RESIDENCE munish.poonia@gmail.com 'q . Rr Total Landscape Area: 1,407 s.f. WI Mom_. 858 BETLIN AVE., - -- - - - - - - Drought Tolerant Shrubs/Ground cover : 1,181 s.f. �. a I �p I CUPERTINO, CA Turf Area: 226 s.f. ❑ _ _ "- I �-Jl Total: 1,407 s.f. ! I COVERED PATIO $ I REVISION TABLE: Project Type: New a • � � � "°'''�'° __ __ Water Supply Type. Potable REVISION DATE BYEEOA00[I I Water Supply : San Jose Water Co. TCL 1EE1 ; - - - WATER BUDGET WORKSHEET I 7-29-2020 Ts R CITY COMMENTS a ® --- -- - _ _i Community Development Department gree to comply with the requirements of the Water Efficient Landscape Ordinance ElI I 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 ® i _ I Cupertino, CA 95014 planning@cupertino.org ubmit a c pl to landscape documentation package." ; _ �BATH,r CUPERTINO http://cupertino.org/planning Date ! PART 1: PROPERTY INFORMATION b Thomas Scherer 4 ertcHEn a Fwa PROJECT ADDRESS A.P-N- ry • �_,� ° HE OF DI W U 6 p - 858 Betlin Avenue 369-27-032 Landscape Worksheet See Sheet L-1: Irrigation Design Plan,Water EfficientI [ILI I ----- UP -T6 I REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA See Sheet L-2: Planting Design Plan Note: See Sheet L-3: Irrigation & Planting Details `uN.� - _ -- - -� I Install Automatic Controller 45.3 1407 1181 0 ® no E4r 'Ell /�- SQ.rr. SQ.rr. SQ.rr. [ .: Per Manufacturer's Specs- Coordinate Power Supply .IR,�:,..z:•Iw,:, ; PART 2: SAMPLE HYDROZONE TABLE $ With G.C. REGULAR LANDSCAPE AREA ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,Note: GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY I HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE Point Of Connection- - FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA SQ.FT. SCAPE AREA ( ) THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO Verify Location In Field THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE 1 Front 0.30 Drip .81 .37 695 257 7218 WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE Prior To Commencement RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE ' Of Work O ' 2 Turf 0.50 Drip .81 .62 226 140 3932 PRECEDING AT HIS OWN RISK. IRRIGATION NOTES: GARAGE Note: 1. System is designed for 65 PSI static pressure at meter. Maximum flow is 4_2GPM. i I _ - acRur - _ -- - - - -- 3 Rear 0.30 Drip 81 .37 486 180 5055 f I I Install ET Sensor Unit On OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- Contractor shall run pressure tests at each point of connection before commencing work. Any DESCRIPTION N THE WORK WHICH S MANIFESTLY NECESSARY TO CARRY discrepancies between actual pressure and design pressure shall be reported to the landscape i Gutter Per Manufacturer's OUT THE INTENT O THE DRAWINGS RE SPECIFICATIONS, DR WHICH IS I � . CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM p p g p p s -^�,:6 E_ Specs PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF Farchitect and owner prior to further work being done. WSL,nER I ryl _ FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND II I I SPECIFICATIONS. 2. All applicable governmental plumbing and health code regulations shall have precedence FENCES & GATES I I ,•° N SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY over these plans and specifications. ,• - - - �� - rr _ _ DIMENSIONS AND CONDITIONS AT THE SITE PRIOR T COMMENCEMENT 3. Location of valves, back flow prevention units, mainline, lateral line and automatic BUILTIHSEAT-7°•ABOWFF I I 0 C E CEMENT OF . . r 11, TOTALS (A)1407 (B) 577 (Y)16,205 THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE controllers are shown schematically due to scale of the plans. Install in planter areas where ever 0-I 1 I SPECIAL LANDSCAPE AREA RESPONSIBILITY(BETWEEN THE IN THE INTENT OF T SE CONTNY RIATION,DISCREPANCY • 20, _ O„ � OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND possible or in the most appropriate location. Install mainline and lateral line in the same trench THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB ' . e �c y 1 O O O CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN (with a 6" min. separation vertically) wherever possible. 695 s.f. _ RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED P ,: - r _ ,'[ ` }•, ti I r 1 WORK, 4. Contractor shall verify all points of connection (POC) in the field prior to commencement of ) 0 0 work. If discrepancies exist between existing conditions and those indicated on the plans, 1 4.2 GPM TOTALS (C (D) (Z)0 SHEET TITLE: r , contractor shall contact the landscape architect and owner immediately before continuing work. Likewise, contractor shall verify configuration and dimensions of areas to be irrigated DRIVEWAY PART 3:WATER BUDGET CALCULATIONS •DEFINITIONS + Z 16 205 20 058 HYDROZONE:Put in hydrozone#,letter,or planting I (� O ' (ETWU) < _ (MAWA) description. e 1,Z 3;A,B,C;front porch,adjacent to driveway, before commencement of work. • .' � Note: front awn,etc.) P J Y= 5. All irrigation lines in and around existing trees shall be HAND TRENCHED and care shall _ IRRIGATION PLAN PART 4: ETAF CALCULATIONS PLANT FACTOR F Use WUCOLS to determine Plant Factor. ❑_ _ Install Sub Meter, Backflow Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low be taken not to damage existing tree roots. _. , 6. All irrigation lines under paving shall be placed in sch. 40 PVC sleeves, size to \ Prevention Unit,Master Valve Average ETAF for Regular Landscapes (B) - (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 LEGEND & NOTES; & Flow Sensor Per 41 for high water use plants. accommodate irrigation lines adequately, for the full width of the paving. -�}. _ - - . . - - - • (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip I -I• - Manufacturer's Specs. IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip 7. All changes in direction of irrigation pipe shall be accomplished with the use of proper (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment fittings. NO PIPE SHALL BE BENT SIDE W!� .f, Factor for residential properties,exclusive of Special Landscape 8. In no case shall the spacing of heads exceed the recommended spacing of the I Site-wide ETAF= (B + D) _ (A+ C) Areas,d existing and for non-residential properties n t ex ETAF for new and existing Special Landscape Areas shall not exceed 1.0. Note' .41 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water manufacturer. I Indicates Irrigation Line evaporated from adjacent soil and other surfaces and transpired � 9. Minimum depth of PVC lateral lines shall be 12"(twelve inches) below grade. D • by plants during a specified time PROJECT ID : -__ D-2005-01 Minimum depth of PVC main line shall be 18"(eighteen inches) below grade. j Sleeve-Typical Symbol 0.62is a conversion factor that converts acre-inches/acre/year to ' FORMULAS gallons/sq.ft./year. DATE: 6-23-2020 10. Prior to any planting operations, a coverage test shall be performed by the contractor in SCALE : the presence of the landscape architect and owner. Contractor shall furnish all materials and ETWU=ETo x Water U(ETAF x Landscape Area) ' Estimated Total Water Use DRA'JVN BY: �-$ I provide all labor necessary to correct inadequate coverage. MAWA= ETo x 0.62 x[(ETAF x Landscape Area) + ((1-ETAF)x SLA)] 11. Contractor shall be responsible for the procurement of all necessary permits and shall Note: Maximum Applied Water Allowance SHEET NUMBER: provide owner with an 'As Built' plan (reproducible) of the installed irrigation system upon Water Meter- completion of the project. B ETLI N Verify Location In Field L- 1 12. All installation shall conform to the Water Efficiency In Landscape Plan Submittal AVENUE Prior To Commencement Checklist For City of Cupertino. Of Work OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION.ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. tt c_ of Community Development Departmet t Planting Legend: UPBRTINO Planni Div' ion upertino A O Symbol Botanical Name Common Name Size H2O Quan. Comment VL Use ICe�r• P% - -y - VL Very Low Case# 6 IkAERW Trees: • A Street Tree To Be Selected Street Tree 24" Box L 1 Street Tree L Low TFIOMAS SCHERER Ppiic ion N �,h B Fruit Tree (To Be Selected) Fruit Tree 15 g.c. M 5 M Medium ASSOCIATES Approval Body: Director/Staff DESIGN H High pp Y� C P rus calle ana 'Aristocrat' Flowering Pear 15 g.c. L 1 Front Yard Tree Landscape Architecture Approval Date 10/21/20 Y rY g • Signature Erika Poveda Shrubs: Case Manager 1 Phormium 'Duet' New Zealand Flax 5 g.c. L 8 1/8" Po.Box 68,Aptos,CAssooi 2 Agave Blue Glow Agave 5 g.c. L 10 3 Xylosma c.'Compacta' Shiny Xylosma 5 g.c. L 6 Tei(831)688-89z3 DESIGN 4 Cistus purpureus Orchid Rockrose 5 g.c. L 7 2275 S.BASCOM AVE.,SUITE 1406 5 Loropetalum c.`Razzleberri' Fringe Flower 5 g.c. L 5 ,� CAMPBELL,C MAE 6 Punica granatum Pomegranate 5 g.c. L 2 I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND Tell:(415)254.1606 HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE a-MAIL: office@MSDesignlip.com LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PLAN" Groundcovers: 7 Gy�G c\��GC4�'fC(/x h \ Cistus c.'Warley Rose' i Turf: 869 BETTE AVE. 871 BETTE SIGNED AVE. Warley Rose Rockrose II Westcoaster Tall Fescue WAIVER SIGNED WAIVER SIGNED ,�N_ l Plant 1 g.c. @ 48" o.c. Sod I t�#5 --- — - _,!_ --�_-_- ::� .�- - - - i ,•\ , \ � � - Total Landscape Area: 1,407 s.f. �\ #4 Turf Area: 226 s.f. Cistus salvifolius 'Prostratus' / % 2 Mulch: \• ` \\ _ ` �' - _ \ > Sageleaf Rockrose Walk On Bark By Lyngso Or Equal _ '� Drought Tolerant Shrubs/Ground cover 1.181 s.f. DRAFT NOT FOR -\ — ��— -; — — J — �� Total: 1,407 s.f. CONSTRUCTION Plant 1 .c. @ 48" o.c. �' 3" Layer %� \ 1\ / \\J � \ Decorative Pebbles: i "Snow White" By Lynso Or Equal 1 1 1/2" Layer Over Weed Cloth #1 a PAVERSTONE PATIO \ - #6 BETLIN RESIDENCE �� Symbol EXISTING TREE REMOVAL LEGEND: r Quantity TREE # SPECIES DBH �� — — — —. — — — — 858 BETLIN AVE., 11 1 Ligustrum japonicaum Privet 9" / I �' CUPERTINO, CA 2 Ligustrum a onicum Privet 12' ff g j p ! I - COVERED PATIO 3 Ligustrum japonicum Privet 8" S�lii'I'tt}O� I \• REVISION TABLE: 4 Ligustrum japonicum Privet 13" i Shrub _. , - - 5 Ligustrum japonicum Privet 15" ' .REVISION DATE BY Quart, BEDfl00 l I \ Quantity 6 Albizia julibrissin Silk Tree 20" I "`r"" CL05� R h 7-29-2020 TS CITY COMMENTS ON �\ - - i // / \ 866 BETLIN AVE. - I \. WAIVER SIGNED ' I roxv •. � rcrrary I rJr Jr t+'d i . � NrtCHFJ18FAlIA- I 'Flo F DI MID ,W D I oa. El i ———— UP —rs— \ 857 BETLIN AVE. \ \ `UN r -------- WAIVER SIGNED 1 a,.7 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHTTO Planting Notes: THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE F�' J/ RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE g rrrsr PRECEDING AT HIS OWN RISK. 1. Circles shown indicate approximate mature size of plant material. � O i\• 2. Contractor shall be responsible for adequate erosion control measures during I n°P"ar _ m ---- ---- - - - -- - - - - I _ _ / OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS \ ` DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY construction. OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS 3_ Care shall betaken to avoid construction activity and/or staging under the /��\� � CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM • I • PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF dripline of existing trees in order e prevent soil compaction,root or tree HOFFICE !II Q \ FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND damage.All work to be done under the dripline of trees shall be done by hand. i I . 4. No plant shall be planted in a drainage swale regardless of Position on plan. \ `"" " SPECIFICATIONS. FENCES & GATES I I I I / SITE CONDITIONS:ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY 5. FINISH GRADING:Till all planter areas to an b inch depth. Breakup or � • I � DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF remove all compacted lumps of soil, rocks larger than 1 inch in diameter, \ ' l_�_�� 1�r I_ rr / + �� THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE B IITIHSEAT•7/'ABOVEF F RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY and all deleterious material from planter areas. Finish grade all areas to a l E� (�1�� ✓ f^ smooth,even surface free of abrupt changes in grade. Make minor grading � 'J .• I � • _ OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND —� 20' - O" 1, 0—I m�am THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB changes as required to insure positive drainage(1%minimum). I CONTRACTOR SHALL NOTIFY AMS DESIGN , WRITING AND OBTAIN WRITTEN Front Yard Tree / • ` RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED 6. SOIL PREPARATION:Thoroughly incorporate the following amendments ^ / b` -0" Ht. Min. Into the top 6(six}inches of all areas to be planted,except where indicated LL, ;�•- I WORK, 1 otherwise.Amounts given are per 1000 square feet: � ', �J \� .• / • i) / Q SHEET TITLE: 1. 4 cubic yards of nitrogen stabilized shavings. ` 2. 2 cubic yards of Nitrohumus orGro-power. _ - • • � ��• , - 3. 8 pounds of all purpose fertilizer(8-8-4). • .. - _ ' � " �, 7. No plant shall be installed until a fully automatic drip irrigation system, DRIVEWAY covering all planter areas, is installed,tested and is fully operational. 8. PLANTING OF TREES,SHRUBS&VINES: Unless otherwise noted, All trees shall be planted per detail__1 ' G PLANTING PLAN 0 ` I - - .� All shrubs shall be planted per detail_2 All planter pits shall receive the following back fill mix: I LEGEND & NOTES 1. 60%soil of the site 2. 20%nitrogen stabilized redwood shavings ' • ' • �' ' 3. 20%Nitrohumus or Gro-power or equal SIDE WAL Acid loving plants shall receive peat moss / \ 4. Fertilizer tablets A riform 21 gram:20-10-5)or equal, applied per manufacturer's recommendations.' —_-- 5. Add Coarse Pumice Or Perlite To 6"Depth For Succulents \ ,\ _ PROJECT ID: D-2005-01 9. Contractor shall guarantee all small trees,shrubs,vines,groundcovers \ \ \ and turf to live and grow in an acceptable condition for a period of 90 �\ \ \, \ t �. ___ DATE : 6-23-2020 P \\_ �\ / SCALE: (ninety)days from the date of installation completion. Contractor shall also Note: NOTE: DRAWN BY guarantee all trees and shrubs 24 box size and larger for a period of 1(one) Street Tree To Be Installed By The City Of Cupertino. , JS1 Contractor Shall Refer To Civil Engineers year from the date of installation completion. Upon Project Completion, The Property Owner Shall Plans (ctor S Engineering Civil SHEET NUMBER: 10. Upon completion i planting operations,contractor shall apply an approved Prepare An Adequate Planting Area And Contact The pre emergent herbicide Ronstar or equal)as weed control per manufacturer's Sheets C1 and C2 For Site Grading City At(408) 777-3269 To Arrange For The Tree L-2speci ications. In addition,a 3 inch layer of approved mulch shall be installed & Drts e Installation over the finish grade of all planter areas. Installation. Owner To Choose Tree Type From City g 11. MAINTENANCE PERIOD: Contractor shall maintain the site for a period of BETLIN AVENUE Approved Tree List. 90_calendar days after acceptance by owner. Maintenance shall include 6' - 0"Ht. Min. weekly mowing of turf areas;weeding of all turf and ground cover areas removalo all trash and debris from planter areas and hardscape areas;pruning and trimming of OWNERSHIP: a pant materials required; replacement of all dead or dying plant material&2 applications of THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY fertilizer. WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR 1 Contractor shall comply with all features of the City of Cupertino WELO- REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN Water Efficient Landscape Ordinance. CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION.ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. i LEGEND Community Development Departme it 1'-6" MIN, LPVC LATERAL LINE SCH. 80 PVC NIPPLE Plan g Di 'sio upertino LEGEND: 1 O HUNTER REMOTE CONTROL VALVE (ICZ) O ISOLATION VALVE, SIZE AND TYPE PER PLAN z < 4-PLY 1' x T-0" RUBBER PERFORATED I 2 WITH FILTER REGULATOR a 0 a TIES INSTALLED W/ A PIPE CUPERTINO p Oi EMITTER - HE-XX-B 3 ® PVC SLIP X MPT ADAPTOR 4 O IRRIGATION VALVE BOX: HEAT STAMP LID �' nP)N TWIST & NAILED + + t7 �-} ,t , ',S TO THE STAKES Case# 2 026 Ii 2U SHRUB 5 WITH 'RCV' IN 2" LETTERS 9 BRICK SUPPORTS(4) , ' o I TPVC EE SCH 40 TREE t=1 Z Apple tion 10 FILTER FABRIC-WRAP TWICE AROUND -4; PINE STAKE 1/2" Co PL Approval Body: Director/StafIDESIGN O3 EMITTER STAKE 6 f ` 3O WATERPROOF CONNECTORS (2) D"' - TREE 1 1/ 4 GALV. 1'-6 MIN. pp y' I ! I n n BRICK SUPPORTS N z 1"•x 4" RWD ROOFING NAIL BERM A royal Date 10/21/20 ® 1/4"TUBING TO SHRUBS 7 4 18 -24 COILED WIRE TO CONTROLLER n n 0 RUBBER TIES PLACED 6" MAX (1 EACH END) 1/2' FLEX PIPE pp HOPE or HQV-250-170-XX g 11 3/4 WASHED GRAVEL-4 MIN. DEPTH BELOW MAIN FORK OR BRANCH GRATE COVER O Signature Erika Poveda I 5 FINISH GRADE AT ADJACENT SURFACE INSTALLED WITH A TWIST AND COMPACTED TOPSOIL Q 6-PORT MANIFOLD - MPM-050 9 12 IRRIGATION LATERAL NAILED TO STAKE w Case Manager (TURF OR MULCH D zK " 6 ADJACENT MULCH 10 `" ) o oZ (2} 2 DIA LODGE POLE PINE STAKES �\ Q 1-- L _I;. 13 MAINLINE LATERAL AND FITTINGS �, I -15 GAL. OR SMALLER 11 1 ;:.:..:•- © SCH. 80 CLOSE NIPPLE, MATCH SIZE TO '-a CO (rim (2) s° DIA LODGE POLE PINE STAKES ---( �� -24" BOX OR LARGER ° ° AMSDESIGN I' -'' � _ 0 1"x 4" ROUGH REDWOOD WITH 2 a, O7 ELBOW - . ..� :; VALVE I ( ) 12 -�Ih _ Ii 1. ', ;• M z t7 I 2" GALV, NAILS EACH CONNECTION o a 5 4 3 1 2 Cd �U �o (LOCATE ON PREVAILING SAND rrn O8 FINISHED GRADE IN PLANTER BED '-...'' �' •� "� - - � — I:;: I '' MIN. 1" C CTl �� N WIND SIDE) I 2275 S.BASCOM AVE.,SUITE 1406 ® SCH 80 PVC NIPPLE i 2 _ / _ 6 -oI �� PLACE ROOT CROWN 1/ 3 4 = C BEL ( I I n n � ABOVE FINISHED GRADE o Tell: 2541 O6 0 CLR �) fTl o •o '-' o? 2" OF FINE SCREENED FIR BARK 0 0 e-MAIL: office@AMSDesignllp.com 10 CONNECTION FROM LATERAL -'� � - `� '1=-- 6 $ _ r � FINISHED GRADE z� 11 VALVE BOX AS SPECIFIED - Z 61 - ' V N D 0 D i i:. � 7 I—III III III— Z n � �� SCH, 80 P C NIPPLE � 12 $ - z < _. PIPE SIZE - MATCH BASE OF HEAD o o III III—III I I ~ 9 � o �• I SCARIFY SIDES 12 LATERAL PIPE AS PER PLAN Z ,� z ° PROVIDE A 4" MIN., 6' III III—III— '� G1 ROOT BALL. SLOT TO ALLOW FOR SETTLEMENT o ° vI I I I I I i D ;N D ` , ,,•• ;, r WRAP OPENING WITH 2 LAYERS OF a, MULTI-PORT MANIFOLD TO EMITTERS IN VALVE BOX FERTILIZER TABLETS MIR4FI DRAINAGE REALIGN TABLE CLO { _ I AS SPECIFIED DIA, X _ o z rn z - AMENDED PLANTING FILL STYRENE DRAIN PIPE RF ° ° A ' NOT TO SCALE 9 \— I I I— ty C] " MIX AS SPECIFIED °o I III I I FILL BOTTOM 6" OF DRA z MAN PIPE WITH DRAIN ROCK $ _ HM.MPM.01 Y CONTAINER 1 GAL, 2 TABLETS - 4" D NOM. 4" DIA. x T-0" LONG 2 OR 5 GAL, 3 TABLETS I III PERFORATED STYRENE PIPE WITH DRAFT NOT FOR LEGEND: STYRENE DRAIN GRATE COVER AND 15 GAL, 6 TABLETS BUBBLER DETAIL 10 LE DE A L 1 ECOMATPERPLAN s:;. NOTES: BUBBLER IRRIGATION 24" BOX OR' LARGER 10 TABLETS O 11 CONSTRUCTION 13 O USE 2 PIPES IN CONCRETE CUT-OUT AREAS, PUT PIPE FERTILIZER 2QEC0•INDICATORON SWING ARM � ON UPHILL 510E OF TREE. LEVEL SITE NORTH OF TREE. 0 1 9OPLDORPLD-LOC FITTINGS TYP. DRIP CONTROL ZONE KIT (ICZ-101) Q ,/; �;; ,;; ;;% 2 % 3 ®AIR RELIEF VALVE IN VALVE BOX b WITH ISOLATION VALVE - 4 O 5 QPLDBWJK TUBING EXHAUST HEADER N�t�' V.ICZ.07 NO SCALE 3 BOFLUSH POINT(PLD-BV)IN SUBTERRANEAN BOX PER PLAN _._._ %/. %/. /i•� /. 7 PLO BLANK TUBING SUPPLY HEADER � / / � 0 - — %%i B@DRIP CONTROL ZONE KIT PER PLAN BETLIN .,00�& APPROX. 6"(15.2 CM) i NOTES ,� RESIDENCE AIR RELIEF VALVE(PLD•AVR INSTALLED 10 // ) (2) 2" Dia Lodgepole a. %/./ / VALVE BOX AT OPTIMAL HIGHEST POINT FROM Stake- IW-0" Lon CONTROLZONEKIT.MULTIPLE AIR RELIEF VALVES = =1 _ 9 MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN $ _ _ II ! 858 BETLIN AVE. GRADE. —III 3 4 1 I (—III 1 -III-I • C U P E RTI N O, CA , ECO•INDICATORTOBE INSTALLED ATOPTIMALFURTHEST ri I r _.._ POINT FROM CONTROL ZONE KIT INC"VIEW WHEN I—I I I I I—III- � ra i%/. %//• %// %/./ %/./ %/./ %/./ %/./ POPPED UP. -'"I I I—I I _ Construct WateN' '/ //./,//.///////•///%///%///%//%/ I I-111I Rubber Free Ties Basin REVISION TABLE: 7 �/ /.� %/ /.� /./ // // // FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST _ 1x4 Redwood; Attach / / /. /. /. /. / / I I—I / / / POINT FROMCONTROLZONEKiTTOALOWFORMAXIMUM I I= I I —III—' (2 Per Tree) To Stake With 2 Wood f=1 I 6- eetow First Branch . Screws DEBRIS FLUSH IN SYSTEM. : REVISION DATE BY /./ //./ %%/ %/• %%/. %%/. %%/. j%/ hall ,% / / //% / %//;,///% 6 FLOW Top Of e Finish • Construct Waterin Baekfiil �9ix _- 6 ,..:...' 7 g Backfilt ll�c See`Spees— Basin Above Finish Grade a : See Spero 8 ��` a ``✓ �r 1 C5 !A k Top Of Rootbalt 2" Roughen Sides Of . �)tt Above Finish Grade Roadball To Cut. Puddle & Settle BaCklill— Cimung^Roots Before Planting Tree Finish Grade -------- -- 10 x DIA_OF STRAIGHT PIPE 5 x DIA OF STRAIGHT PIPE ECO-MAT- PLAN VIEW WITH BLANK PLD HEADER AND EXHAUST AT MAT GRADE FREE OF FITTINGS OR ELBOWS FREE OF FITTINGS OR ELBOWS I` B &Ww HM.EM.03 ALE NOT TO SC Finish Grade. - DETAIL LEGEND: - , m - _ -'- °s : X ° Q M _ — --'-- — - O FLOW SENSOR PER PLAN(HFS) -- _- m Puddle & SeWe': 4—_ - - xBact m LEGEND: O RECEPTACLE TEE(FCT), SIZE PER PLAN Planting Before � coo Roughen Sides Of Rootball '�-=- ':Plantin To Cut Circ ing.Roots ..— g Diameter tball - Di meterRootball - Roughen Sides O1 ECO MAT PER PLAN �3 MIN_18/2 WIRE PER PLAN TO CONTROLLER SENSOR TERMINALS. Diameter 1 MAXIMUM WIRE DISTANCE RUN OF 1,000' (8) Fertilizer Tablets D'cstritiuted Diameter — Of Excavation 2 2OPLD OR PLD-LOC FITTING Around Rootball For'Each'24 181"'. . _ . . . . .. 3 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, ( ) Fertilizer Tablets __. .. . .. _.. ------- GRADE.1 EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY 3 4 DBRY-G WIRE SPLICE Tree; (4) Tablets.For..Each•15 gaL' Per 5 gal.;(2) Per DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE Tree gam' i THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO 4 OPLANT MATERIAL(SEE PLANTING PLAN) O RECTANGULAR VALVE BOX PER PLAN THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE ®FINISHED GRADE O BRICK SUPPORTS AT EACH CORNER(4) RESOLVED. IF THE CONTRACTOR CHOOSES TO 00 SO HE SHALL BE a OAMENDED SOIL MEDIA TYPE AND PRECEDING AT HIS OWN RISK. 1 Tree Staking2 SPECIFIED PER SOILS REPORT O FILTER FABRIC _ . . .,..,.. . .,....�;•:._:;. .,..::.:.:�: . . ..Shrub Planting OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DEPTH DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY . 8 PVCSUPPLY 8 GRAVEL BASE, DEPTH PER PLAN OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS DEPTH PER PLAN - _ 5 HEADER•SIZE PER PLAN ' :;'� `' ` O CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM /I'%��T�% A "'`' Q 6 9O MAIN LINE AND SOIL COVER PER FLAN PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF 7OFOLD EXCESS FLEECE UNDER MAT FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND 7 ADJACENT TO HARDSCAPE EDGE 10 SPECIFICATIONS. 2"-6"(5-15.2 CM FINISHED GRADE ' - -'� '`„�^ - ''' ~I' - B SITE CONDITIONS:ALL CONTRACTORS AND SUB CONTRACTORS SHALL VERIFY "r "�' BONATIVESOIL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF '`-- �� .�, ��• •� ` • a � HFS FLOW SENSOR THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE NOTES C o NOT TO SCALE RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,DISCREPANCY RECOMMENDED INSTALLATION DEPTH BY PLANT TYPE r S.HFS.01 �yiy� OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND TURF AREAS:40-8'(10,2CM-20.4CM) THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN SHRUB AREAS:12`(3D.5 CM) _ _�— WORK.RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED EXTEND MAT BEYOND RISER CONNECTION TO ENSURE SHEET TITLE: ECO-MAT PVC AT MAT GRADE CONNECTION ADJACENT TO HARDSCAPE ADEQUATE COVER IN IRRIGATED SPACE MUM NOT TO SCALE —' LEGEND: O13GLARSYNCSENSOR IRRIGATION & ZOSOIAR SYNC COMPATIBLE COWDLLER PLANTING DETAILS ,�r�naula�000a,xvm ' LEGEND: 3OPOSTORSURABLEMOUNiINOSIIRFACE px7ap ��-> '"'.;,��.' _:.�::,,• Q1 ON CONTROLLER Q CORE)PER PLAN . ®nNISHEO GRADE I n,� '• `'', ` (2)IRRIGATIONCONTROLWIREINCONDUIT y SIZE AND TYPE PER LOCAL CODES '—"—' Ll �t'•i 3 4 (DELECTRICAL SUPPLY CONDUIT CONNECTTO POWER SOURCE,J•BOX INSIDE CONTROLLER ®ADJACENT SURFACE TO MOUNT CONTROLLER PERPLANLi I PROJECT ID : D-1904-03 �1�u J/J'd ��' ',• DATE NOTE I 6-23-2020 MOUNT CONTROLLER LCO SCREENAT EYE LEVEL, SCALE '•`?y 'zr. 1 CONTROLLER SHALSEHARD-WIRED TO GROUNDED -- -- — `:�y-'�:;t��,`.'j�y 2 110 VAC POWER S OURCE DRAWN BY' TS :• FRONTELEi�AfO^ SHEET NUMBER: 3 ,� 4 f L-3 Mh II OWNERSHIP: i RIGHT ELEVATION i THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR CORE-WALL MOUNT SOLAR SYNC WITH GENERIC WALL MOUNT CONTROLLER REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN I �� S.SS.O2 NOiTOSCAII CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS ® C.ICORE.01 NOTTOSCALE PROHIBITED WITHOUT THE CONSENT OF ANTS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE -" — OVER SCALED DIMENSIONS.