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Approved Plan Set PUBLIC WORK NOTES: 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER ANDIOR CONTRACTOR OF THE RESPONSIBILITY OF THE CORRECTIONS OF MISTAKES,ERRORS,OR N EW RES I D ENCE P ROJ ECT DATA REVISIONS BY OMISSIONS CONTAINED THEREIN.IF DURING THE COURSE CONSTRUCTION IMPROVEMENTS,PUBLIC INTEREST REQUIRES A MODIFICATION OFIOR A DEPARTURE FROM THE ASSESSOR'S PARCEL#: 3,5-z5-�o CITY OF CUPERTINO SPECIFICATION OR THERE IMPROVEMENT PLANS;THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE P R 1 N G V E N T V R E L L C PROJECT ADDRESS: 18660 PRING CT,CUPERTINO:CA 95014 � AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED,AT THE SOLE EXPENSE OF THE OWNER ANDIOR CONTRACTOR. PROPERTY OWNER: HENRY ZHANG 1 01.04.2017 P.D. 2. CONTACT PUBLIC WORKS,(408)777-3104,FOR INSPECTION OF GRADING,STORM DRAINAGE,AND PUBLIC IMPROVEMENTS. (408)887-0605 hlirealtor@gmail.com 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. ��660 PRING CT CU PERTI NO 10360 FARALLONE DRIVE,CUPERTINO,CA 9501 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. � ,CA 95014 PROJECT CONTACT PERSON: TRI HONG(408)829-6083 tdhdesign@hotmail.com �2 01.20.2017 P.D. 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. .µ 19034 BONNET WAY,SARATOGA;CA.95070�� 6. UTILIZE BEST MANAGEMENT PRACTICES(BMP'S)AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY,WHICH DISTURBS THE SOIL. APNtt 375'Z5'O4O PROJECT SCOPE OF WORK: DEMOL !��G TWO S RY HOUSE OF 2,285 SQ.FT. �� SE�PERMIT ROPOSED TO CONSTRUCTED A NEW 7. A WORK SCHEDULE OF GRADWG AND EROSION&SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15.NO HILLSIDE SHALL BE THIS PROJECT SHALL COMPLY WITH �,., � 02.09.2017 P.W. PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 2016 CALIFORNIA BUILDING CODE(C.B.C) / EXISTING ZONING: Rv10 STORY H ME.v� TACHED TWO CAR GARAGE. 8. ALL NEW ELECTRICAL SERVICE(POWER,PHONE,ANDIOR CABLE)SHALL BE UNDERGROUND. 2016 CALIFORNIA MECHANICAL CODE(C.M.C) OCCUPANCY: �B3�� 9. TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 2016 CALIFORNIA PLUMBING CODE(C.P.C) PT F�Q / TYPE OF CONSTRUCTION: V-B FULLY-SPRINKLERED 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 2016 CALIFORNIA ELECTRICAL CODE(C.E.C) � y' EXISTING USE: TWO STORY SINGLE FAMILY RESIDENCE 11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE 2016 CALIFORNIA RESIDENTIAL CODE(C.R.C.) � PROPOSED USE: TWO STORY SINGLE FAMILY RESIDENCE PUBLIC WORKS DEPARTMENT. 2016 CALIFORNIA ENERGY CODE PT � GROSSINET LOT SIZE: 9,333 SQ.FT.(0.2143 ACRE) 2016 CALIFORNIA GREEN BUILDING CODE � PT FLOOR AREA RATIO CALCULATION: FIRE DEPARTMENT NOTES. CITY OF CUPERTINO MUNICIPAL CODE PT MAX.F.A.R.: 45%(9,333)=4,199.85 SQ.FT. 1. REVIEW OF THIS DEVELOPMENTAL PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS AND WATER SUPPLY AS THEY PERTAIN TO FIRE DEPARTMENT OPERATIONS, � � FIRST FLOOR: 2,321.14 SQ.FT.-�'� AND SHALL NOT BE CONSTRUED AS A SUBSTITUTE FOR FORMAL PLAN REVIEW TO DETERMINE COMPLIANCE WITH ADOPTED MODEL CODES.PRIOR TO PERFORMING ANY ��`' � SECOND FLOOR: 1,435.47 SQ.f�T.(52.17%OF FIRST FLOOR)� WORK THE APPLICANT SHALL MAKE APPLICATION T0,AND RECEIVE FROM,THE BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION PERMITS. �� PT�, GARAGE: 430.5 SQ.FT. � 2 ONE-A DINWO-RFAMIEL�Y DIWELL NGS ATND INT XISEING ONE-AND TWO-AMIEY DWELL NGS WHEN ADDI IONS ARE MADE T�HATOINC EIASE�HELBUILDING REAO OSMORE THAN ��c,Q�� OO PT ��.�� f (E)FENCE gUIOLDIONG COVERAGE CALCULATIONSC�.FT.(44.86%) 3,600 SQUARE FEET.EXCEPTION:A ONE-TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SQUARE FEET OF BUILDING AREA.NOTE:THE ��Q� �,�' � � pT� ________ MAX.COVERAGE:45%(9,333)=4,199.85 SQ.FT. OWNER(S),OCCUPANT(S)AND ANY CONTRACTOR(S)OR SUBCONTRACTOR(S)ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO ��0 �� PT �� =� "- MAIN HOUSE&GARAGE: 2,751.64 SC�.FT. LOWER ELEV.POINT AT BUILDING EDGE:101.35 �.� � / ````��- FRONT PORCH: 10.2 SQ.FT. HIGHEST ELEV.POINT AT BUILDING EDGE:101.96 DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED.NOTE:COVERED PORCHES,PATIOS,BALCONIES,AND ATTIC SPACES MAY GP�' 'At� i �' /''tl' ` AVERAGE ELEV.POINT AT BUILDING EDGE:101.66 REQUIRE FIRE SPRINKLER COVERAGE.A STATE OF CALIFORNIA LICENSED(C-16)FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS,CALCULATIONS,A COMPLETED �5 � � pT � i �\/ COVERED PATIO: 168 SQ.FT. PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK.CRC SEC.313.2 AS ADOPTED AND �� ,�9� '�' �l� ,� ' j( � FIREPLACE: 7.5 SQ.FT. FINISH FLOOR ELEV.POINT:103.3 AMENDED BY CUPMC �� / � f \ � � ,ti EAVES OVER HANG: 494 SQ.FT. HIGHEST ELEV.POINT OF STRUCTURE:127.16(25'-6") 3. WATER SUPPLY REQUIREMENTS:POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES.IT IS THE � PT �i� �%� \REMOVE( ``�'�, PROPOSED COVERAGE: 3,431.34 SQ.FT.(36.77%) RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT,AND �ia / � ; \2"TREE 1� ONE GAS ONLY FIREPLACE TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR.SUCH REQUIREMENTS SHALL BE WCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION PT / �i � � � PROPOSED SYSTEMS,ANDI OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE 'O�3 �� ;I �(E)30" \��a 1; SETBACKS REQUIRED 1st floor Znd floor COMPLIANT (E)FENCE pT , ; ; FRONT 20'-0" 24'-1" 34'-9" YES CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD.FINAL APPROVAL OF THE SYSTEM(S)UNDER CONSIDERATION � ; �TREE ?� � LEFT SIDE 5'-0" 5'-0" 15'-0" YES WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS i � � � � � i 1 \S� ! RIGHT SIDE 5'-0° 5'-0° 19'-3" YES HAVWG BEEN MET BY THE APPLICANT(S).2010 CFC SEC.903.3.5 AND HEALTH AND SAFETY CODE 13114.7 PT �,�C�� REAR YARD � � � � 4. ADDRESS IDENTIFICATION:NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION � Q�j� LAWN `, \ � �� REAR 20'-0" 23'-6° 27'-2" YES Z PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR PT �� / � �� ' Q BACKGROUND.ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS.NUMBERS SHALL BE A MINIMUM OF 4 INCHES(101.6 MM)HIGH WITH A MINIMUM �� \� \Q� CONSU LTANTS LIST � STR�KE WIDTH�F 0.5 WCH(12.7 MM).WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY,A �PT i � `,� � �� MONUMENT,POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.CFC SEC.505.1 � \ �` � DESIGNER STRUCTURAL ENGINEER MANUFACTURER CONTACT 5. CONSTRUCTION SITE FIRE SAFETY:ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL �PT � ��\`` � � F� TDH DESIGN WESLEY LIU ENGINEERWG • 'Eagle'Roofing: W `�F�EMfJVE( °y� � 19034 BONNET WAY 7246 SHARON DRIVE#0 (800)998-3245 www.eagleroofing.com AND SPECIFICATION SI-7.PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS,AS APPROPRIATE TO THE PROJECT.CFC CHP.33 �k . � -__ ---- �'; i �'�, NOTE: ----�- \8"TREE � � ; SARATOGA,CA 95070 SAN JOSE,CA 95129 • 'Gaf'Roofing: � �C i �o, � 1. SEE CIVIL ENGINEER PLAN \ \; � 408.829.6083 408.973.1839 (877)423-7663 www.gaf.com/ � SANITARY DISTRICT ��' `� � � FOR GRADING&DRAINAGE � \ ° t h esi n H TMAIL. M wesle liu YAHOO.COM • 'Boral'Stone:S00 255-1727 � r' cs� RGMOVF d d g@ 0 CO Y@ ( ) 1. CUPERTINO SANITARY DISTRICT CONNECTION PERMIT FEE($250)IS REQUIRED FOR THE SUBJECT IMPROVEMENTS.PLEASE DO NOT ISSUE ANY BUILDING PERMITS.(O.C. i' i � 'c1' � o � � www.boralamerica.com � j, •l � . 2. SEE LANDSCAPE ARCHITECT \12��TRtE /2 ENERGY CONSULTANT CIVIL ENGINEER 7101) �� O �?'p N PATIO PLAN FOR LANDSCAPE. � � ��, CARSTAIRS ENERGY CALC. RW ENGINEERWG;WC. • 'Velux'Skyli�ht: 2. EXISTWG SANITARY SEWER LATERAL SHALL BE DISCONNECTED AND CAPPED IN THE PRESENCE OF A DISTRICT WSPECTOR.OWNER TO CALL THE DISTRICT AT LEAST 48 + � � \ pT 800 888-3589 www.veluxusa.com �C � � CONC. �' 904 EVERT COURT 505 ALTAMONT DRIVE � � HOURS PRIOR TO WORK TO SCHEDULE AND DISTRICT INSPECTOR.(O.C.5203) � � cs'�, 0 9l • 'Grace Construction'Flashing � � ! PASO ROBLES,CA 93446 MILPITAS,CA 95035 3. WSTALL NEW PROPERTY LINE CLEANOUT TO DISTRICT'S STANDARDS.PROPERTY LINE CLEANOUT MUST BE WITHIN 5 FEET OF THE PROPERTY LINE.CLEANOUT SHALL BE ' s� � ' � �`s,"o 2 866 333-3726 www.c at.com p � G � 805.904.9048 408-420-6283 � � g p THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL.GRAVITY LATERAL IS 4"DIAMETER MINIMUM.O.C.4101 SEE DETAIL� �� _ � �� PT ,�.� timmycarstairs@YAHOO.COM rwengineering@GMAIL.COM ( ) �z J. \c�` � � 4. CLOSED-CIRCUIT VIDEO OF THE NEW PROPERTY LINE CLEANOUT,POINT OF CONNECTION AND DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF ,. 4 P.A. �,�`L \2 CUPERTINO FINAL INSPECTION.OWNER MUST ALLOW DISTRICT AT LEAST 48 HOURS NOTICE TO SCHEDULE A DISTRICT WSPECTOR FOR A VIDEO INSPECTION.DISTRICT TO � 5-� � P.A. M "'� 8050 `'\�'`�� • � � A�� G E N E RAL N OTES PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION.(O.C.7102) ,� �X ' ��,� o o � \ �cP,o 5. AN APPROVED BACKFLOW DEVICE(IAPMO OR UPC APPROVED)IS REQUIRED SINCE THE LOWEST FINISHED FLOOR WITH PLUMBING IS LESS THAN(1')FOOT ABOVE THE RIM i w / �b�` � 0 0�' \ � O 1. ALL WRITTEN DIMENSIONS SHALL OVER TAKE PRECEDENCE OVER SCALED DIMENSIONS. O``' `" PT �G 2. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF TDH DESIGN PRIOR TO OF THE NEAREST UPSTREAM MANHOLE(O.C.4105).THE BACKFLOW DEVICE WILL BE WSPECTED TO VERIFY EXISTENCE AND SERVICEABILITY BY A DISTRICT INSPECTOR AT �� I�I� '� \ ?. � � __=JJ� � � � COMMENCWG. C� THE TIME OF VIDEO INSPECTION.DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION.(O.C.7102)SEE DETAIL 12 w � � . -- � ��p�� F�� 3. LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE TO BE VERIFIED PRIOR TO J � 1` � �O 5�' � � CONSTRUCTION BIDDWG. J � SEWER LATERAL WORK � pp I�IC � St�G� D O� � PT 4. ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.0 TITLE 24 RESIDENTIAL � 1. ALL PROPOSED SEWER LATERAL WORK SJALL BE DONE PER CITY PUBLIC WORKS DEPT.&BLDG.DEPT.SPECIFICATIONS. z C'> P.A. \ �0 ti e � ENERGY STANDARDS. W ¢ 2. ELEVATIONS&LOCATIONS OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY CONSTRUCTION AFFECTWG SAID LINES. ¢ �,� - 0 4050 6'-0" 31�' � 5. BUILDERIC�NTRACTOR: � o CONTACT USA @(800)642-2444 AT LEAST TWO WORKING DAYS PROIR TO EXCAVATION. � �j� �0� o "' p� . RESPONSIBILITY FOR METHOD AND MANNER OF CONSTRUCTION AND FOR ALL JOB SITE �' z v 3. T H E C O N T R A C T O R S H A L L R E S T O R E A L L D A M A G E D,R E M O V E D O R O T H E R W I S E D I S T U R B E D W A L L S,F E N C E S,S E R V I C E S,U T I L I T E S,I M P R O V E M E N T S O R F E A T U R E S O F LL �� ,�o``� `� J O � � S A F E T Y D U R I N G C O N S T R U C T I O N. o� w� W H A T E V E R N A T U R E,D U E T O C O N T R A C T O R'S W O R K. � {A X �� II � \ PT • S H A L L B E S O L E L Y A N D C O M P L E T E L Y R E S P O N S I B L E F O R M E T H O D&M A N N E R O F A L L rn Z U� 4. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WSTALLATION OF FACILITIES BY PG&E,PACIFIC BELL,&CABLE TV INSTALLATION AS REQUIRED.VALVE z �+_. N CONC. � WATERPROOFWG.BUILDERICONTRACTOR SHALL REFER TO SOIL REPORT,GRA�ING& � ,* BOXES&MANHOLES,&STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVWG. o � P A T I O I I � \ DRAINAGE PLAN,AND ALL WATERPROOFING WORK TO BE PERFORMED BY NHQ CERTIFIED �W\ c~.>a 5. ALL STREET MONUMENTS&OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENT BY � � �� pT� � WATERPROOFING COMPANY. Z/ z¢ � � �` F • SHALL PROVI�E THE BUILDWG OWNER,MANAGER,AN�THE ORIGINAL OCCUPANTS A LIST OF � THE CITY ENGINEER. �, ' "' `� /n 6. FOR LANE CLOSURES.THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN&OBTAIN APPROVAL FROM THE CITY PUBLIC WORKS ENGINEER BEFORE z y � Ilo � \ \° � p�' � � THE ENERGY-SAVING CONSERVATION FEATURES DEVICES,MATERIALS,AND COMPONENTS v � COMMENCIMG WORK.THE CONTRACTOR SHALL PROVIDE FLAGMEN,CONES OR BARRICADES AS NECESSARY TO CONTROL TRAFFIC&PREVENT HAZARDOUS CONDITIONS o O�' P•A• / � �O� WSTALLED IN THE BUILDING,AND WSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY,SUCH Z � PER THE REQUIREMENT OF THE CITY ENGINEER. IC� `� �� 9 � `� PT ��Q�, �� \ FEATURES WCLU�E HEATWG,COOLWG:WATER HEATWG,AND LIGHTWG SYSTEMS,AS WELL � � 7. NO TRENCHES SHALL BE LEFT OPEN OVERNIGHT IN STREET AREA,USE STEEL PLATING OR HOT-MIX ASPHALT A5 REQUIRED TO PROTECT OPEN TRENCHES OVERNIGHT. �� II i� �F�Q' � AS INSULATION,WEATHER STRIPPING WINDOW SHADES,AND THERMAL MASS MATERIALS, 8. EXISTING IN-GROUND SEPTIC TANK TOBE REMOVED(113 OF BOTTOM MIN.),FILL WITH SAND(90%COMPACTION)TYP. � �� \ � ,l� THE WSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS BUT FORTH BY THE � II r__ 202�20�2_O�FIX 2020� Fi,� "�PT� X��,�" �� EXECUTIVE DIRECTOR. IC r--� �\ T � 6. ITEMS TO BE DEFERRED:GAS LINE SIZING CALCULATIONS&STAIRWAY. I � � HIGNES � � 7. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER A SEPARATE PERMIT. / ±15'-0"TO M II II �O� /�x E�'Ev 8. DEMOLITION PERMIT OBTAIN AT THE CUPERTINO BUILDING DEPARTMENT.PROVIDE ALL -' SECOND FLOOR II �I � � �9;,�., 1��'g6 \ NECESSARY DOCUMENTS AS STATED IN THE�EMOLITION PERMIT PACKET WHICH IS AVAILABLE I 2020 FIX � � �'p (� ON-LINE(ALSO KNOW AS THE PROCEDURE CHECKLIST FOR DEMOLITION PERMITS)FOR x �� /� s�cO,L GRR�L EXAMPLE,PG&E SHUTOFF,J-NUMBER FOR ASBESTOS REMOVE FROM BAY AREA AIR QUALITY O .S.L. �� I� NEW RESIDENCE \\2 � O� MANAGEMENT,PESTCONTROL,ETC. ONC �� F.F.103.3 ��p o�o � �po �f S;� II Ik� �� ti� � �� s� SHEET INDEX w � � � � / P A II ��/- ARCHITECTURAL � M� / II _ • � R � A-1.1 SITE PLAN = p�d� 2-6 II � - A-1.2 EXISTING SITE PLAN w/DEMOLITION � � �Q �3 P.A. o � . A-2.1 FIRST FLOOR PLAN � � (� II Nl n �h A-2.2 SECOND FLOOR PLAN wl FLOOR AREA CALCULATION DIAGRAM � N � II � d �� A-3.1 ELEVATIONS&STREETSCAPE � �Q �� '� � � A-3.2 ELEVATIONS � � �� -✓ LL 5�050 _ _ � �� A-4 SECTION () �O (E)FENCE � A-5 ROOF PLAN w �Q GRAVEL STONE � �� CO SURVEY Z �� G P.A. � "n3 o Q t L-1.1 P L A N T I N G P L A N Q (N)6FT HI.FENCE GARAGE ,/ � R '�� L-2.1 IRRIGATION PLAN � (n L-3.1 DETAILS �T O M A T C H(E)F E N C E F.S.102.05 ^ .o �E)ElE, � � 5� / `6, 101.78 �� 0 z � �.�,�J �;, o� � w �,Q,\��p`�� S i/ O � RL� �. �(E)FENCE Q � �` � �0�, �� / � CONNECT(N)GAS LINE TO(E) SITE PLAN NOTES GAS LINE.CONTRACTOR TO o q ��F` PAVER (N)24"BOX (N)6FT HI.FENCE VERIFY ON FIELD � � ��6'y� ARBUTUS� \ } TO MATCH(E)FENCE w ,�, ADJUST GATE CLR. Z A. GENERAL: o � � FRONT YARD ° FROM TREE IF NEC. Z • SEE OWNER FOR UP-GRADE HARDSCAPE FINISH FOR DRIVEWAY,WALKWAY&PATIO � �� O • ALL METAL ANCHORS;FASTENERS,CONNECTORS,ETC.THAT WILL BE IN CONTACT WITH PRESSURE TREATED �+ � LAWN � �1� 2 m LUMBER MUST BE HOT-DIPPED GALVANIZED OR OTHER APPROVED CORROSION RESISTANT MATERIAL. 2�-6�� _ STONE `��+-�° \, ' ° � B. BUILDING SETBACK: � � q - \EE f � 1. CONTRACTOR TO VERIFIED BUILDWG SETBACK AND ADJUST WALL TO MEET MINIMUM SETBACK. P A � � `� 18"SQ.x 36"HI p 2. PRIOR TO FOUNDATION INSPECTION BY THE CITY,THE LICENSED LAND SURVEYOR OF RECORD SHALL PROVIDE A � ,�,� DRIVEWAY LIGHT PLASTER� - O� (E)WATER LINE&METER TO o � \� � WRITTEN CERTIFICATION THAT ALL BUILDING SETBACKS COMPLY WITH THE APPROVED PLANS.WHICH NOTE SHALL �"-., � o PAVER NOTE: E)" � VERIFY BY CONTRACTOR � cn , � � ' 1. �tE CIVIL ENGINEER PLAN FOR � REPRESENT A CONDITION WHICH MUST BE SATISFIE�TO REMAIN IN COMPLIANCE WITH THIS DESIGN REVIEW � � ♦ T � ____________ APPROVAL. � � � v> ,.-'"�� ' GRADING&DRAINAGE -, ti__! C. GRADING&DRAINAGE:SEE CIVIL ENGINEER PLAN. � ,; �`� O r �' 2.SEE LANDSCAPE ARCHITECT ��' � � PLAN FOR LANDSCAPE. � 1. ARROWS INDICATE DIRECTION OF SURFACE DRAINAGE. � � �REE ; 2. GROUND IS TO SLOPE AWAY FROM FOUN�ATION 5%FOR A DISTANCE OF 10 FT AWAY FROM THE BUILDING;IF 10 FT. � � 0 , � 2FT HIGH , - ��---� CANNOT BE MEET,PROVIDE SWALES.PROVIDE 2%SLOPE IF IMPERVIOUS SURFACE IS USED.CRC R401.3.NO IMPERVIOUS PAVING �, �E�$ 1 I ��STUCCO WALL , )�`� PUBLIC WORK ADDITION NOTES: V I C 1 N ITY MAP 50%FRONT YARD 20FT SETBACK AREA: � TREE RE 1. PROVIDE 2'-6"OF LANDSCAPED AREA ALONG THE SOUTHERN SIDEYARD. CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY.NO DRAINAGE ONTO NEIGHBORING PROPERTIES.ALL � ! P•A• ' '. , � DRAINAGE TO LANDSCAPE. � 50%(939.02 S.Q.FT.)=469.51 SQ.FT.MAX. \ � ; � , �.__� 2. IN ADDITION TO AN ENCROACHMENT PERMIT FOR WORK WITHIN THE ROW 1. DRIVEWAY 429.115Q.FT. � ' � --- DRAWN 3. DIRECT ROOF RUNOFF SHALL BE: � �' �; f �\ ` APPLICATION SHALL APPLY FOR A REVOCABLE ENCROACHMENT PERMIT FOR THE LOC HUA • DIRECT ROOF RUNOFF ONTO VEGETATED AREAS 2. FRONT WALKWAY 40.38 SQ.FT. f:'' - � m �; ;�t)5" �; '` PROPOSED PAVERS WITHIN THE RIGHT OF WAY. • DIRECT RUNOFF FROM SIDEWALKS,WALKWAYS,ANDIOR PATIOS ONTO VEGETATE�AREAS; TOTAL IMPERVIOUS: 469.49 SQ.FT.(50%) � j (E)30" �SQ� ^ �1RE� ; TREE OR� SS's„ �_ _,/ O� 3. REMOVE AND REPLACE(OR GRIND)BROKEN/UPLIFIED SIDEWALK AND CURB&GUTTER. CHECKED • DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. %'� c� ' �QS' �� • CONSTRUCT SIDEWALKS,WALKWAYS ANDIOR PATIOS WITH PERMEABLE SURFACES �' `� � �� (E)50 � TRI HONG 4. CONNECT ALL DOWNSPOUTS TO 3"SOLID DRAIN LINE AROUND PERIMETER OF HOUSE DRAIN TO CURB OR PROVI�E ' �E�12�� ; ; 40.00� TREE � S ITE SIGNATURE CONCRETE SPLASH BLOCK AT DOWNSPOUT LOCATIONS FOR DRAINAGE AWAY FROM STRUCTURE. �, TREE WM� ' 15'-0",,�\ EX�STING SID �' f D. GEOTECHNICALISOIL REPORT: � � E�l/ALK � �- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL/SOIL REPORT. 1 - � OI� E. UTILITIES: ,/ � (E)ROLLED CURB DATE 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES @ JOB SITE. �''--------� PLANNING DEPARTMENT NOTES: DECEMBER 2016 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WSTALLATION OF FACILITIES BY PG&E,PACIFIC BELL, ```�' ' L E G E N D FOLLOWING WILL BE REQUIRED PRIOR TO FINAL OCCUPANCY: &CABLE TV WSTALLATION AS REC�UIRED.VALVE BOXES&MANHOLES.&STRUCTURES TO BE SET TO GRADE IN "'------------"" A. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR SCALE CONCRETE AFTER PAVING. THE NEW TREESISHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENT AS SHOWN F. CONSTRUCTION SITE: FIRST FLOOR AREA TREES,PRIVACY PROTECTION,AND REQUIRED FRONT YARD TREE. B. FOLLOWING COMPLETION OF CONSTRUCTION,AN AFFIDAVIT FROM AN 1. CONSTRUCTION SITE SHALL BE ENCLOSE�BY 6'OPAQUE FENCE AT ALL TIMES DURWG CONSTRUCTION. ISA-CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW JOB 2. NO CONSTRUCTION MATERIAL,EQUIPMENT,PORTABLE TOILETS,TRASH CONTAINERS,OR DEBRIS SHALL BE C=� SECOND FLOOR AREA TREES HAVE BEEN PLANTED PROPERLY AND ACCORDING TO PLAN. 1516 PLACED IN THE PUBLIC RIGHT-OF-WAY. P R I N G C O V RT � � C. A PLANNING DIVISION WSPECTION IS REQUIRED TO VERIFY EXTERIOR 3.A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE WHICH COULD OTHERWISE DOWN SPOUTS wl CONCRETE MATERIALSIFINISHES,TREES,LANDSCAPING,AND SITE WORK. SHEET BLOW AWAY,SHALL BE REGULARLY COLLECTED AND PLACED IN CONTAINER. SPLASH BLOCK LOCATION 4.ALL CONSTRUCTION DEBRIS(WOOD SCRAPS AND OTHER DEBRIS,WHICH CANNOT BLOW AWAY)SHALL BE PILED WITHIN THE PROPERTY LINES OR THE PROJECT IN A NEAT AND SAFE MANNER. S 1 T E P LAN SCALE:118"=1'-0" A 1 1 ■ NORTH REVISIONS BY � CUPERTIIV� SAIVI TARY DISTRICT � CUPERTIN� S�IVI TARY DISTRICT � 5'MAX I up GROUND w z J � H W� O / a SET CLEAN-OUT LID '� ON TOP OF BRICKS REMOVEABLE I SEE NOTE� CLEAN4UT PLUG 2 BE�ow. PUBLIC R/WI PRIVATE PROPERTY � I �� I � EXTENDABLE BACKFLOW VALVE ACCE55 CAP - 4.5'MIN COVER (EXCEPTIONS TO BE ��AO '� APPR01/ED BY wl FINISH GRADE ^ ,_____________ DISTRICT ENGINEER) BRICKS TO BE LAID RADIALLY z �.� � --` "---�,, WALVE AND CLEANOUT JI , 9Ooy �i� �� f � � �'� ACCESS BOX SHALL BE � �`J J ` CLEANOUT RISER PIPE. � '� � � ��. CHRISTY G5 TRAFFIC VALVE wl VALVE �� , PVC SDR 2fi�R APPROVED BQX 1 D-3 8" I.D. X 12" � ACCESS BOX � �� ,;' � E�UAL WITH G5C LID LABELED � 5EE NOTE 2 � �- \ REMOVE( `�'�, MISSION CLAY OR �� , a � AND BRICK � �� ;' �12"TREE �� 1 8 BEND FERNCO SEWER dR APPROVED SEE DETAIL 7 LAYOUT ON DETAIL 9 i ; � ; � EQUAL AND 9 FOR i ; � ; "SHEAR-RING" � CLEAN-OUT � � � O � a "ARC SHIELDED"OR DETAIL BACKFDLOW E �� I �T(REE � � PVC OR VCP APPROVED EQUAL �p ��N VALVE �� ` O �-F� � �. � J o (TYP) � Q�� , \� �js•� � � v v v a F_L� i� �� t� �% Z / � � i W TO MAIN -_____ --- _ ________= 4' TYRICAL, UNLESS » ��/ `' \� �O% � O FOR BEDDING � OTHERWISE APPROVED � MIN � MATERIAL,SEE DETAIL 7 �� ~ �EXISTING LATERA 45'WYE HOUSE LATERAL REMOVE(E) �, \ •'� ` � � � �' �f �� /� J — --——————— 66 SQ.FT.SHED �/� I/ ��// \� REAR YARD ```��'�----------------�"�REMOVE( V S=2�(MIN) CUT EXISTING LATERAL AND _ O INSTALL ONE-WAY CLEAN-OUT. J i� // � �`�TREE F Z C PVC SDR 35 FlTTING OR APPROVED �-� �E)SHEq c IUISSIQN CLAY OR FERNCO EQUAL. �I i / • i � U �/ REMOVE( � W "SHEAR-RING""ARC SHIELDED" 1. A BACKFLOW PREVENTER DEVIGE IS REQUIRED WHEN THE ELEVATI4N OF THE LOWEST FINISHEQ FLOO�R i i � \ � OR APPROVED EQUAL(TYP) FOR BACKFILL AND BEDDING REQUIREMENTS, WITH PLUMBING IS LESS THAN 12"ABOVE THE NEAREST UPSTREAM MANHOLE OR FLUSHING INLET. X ��.� �� \ '�, �2"TREE ,'\ / V� � SEE�ETAIL 7 i �� \ \ NOTE: 2. ALL CLEANOUTS AND BACKFLOW DEVICES ARE TO BE MAINTAINED BY PROPERTY OWNER. ,�i 1. ALL NEW PIPING SHALL BE PVC SDR 26,OR APPRdVED EQUAL UNLESS OTHERWISE NbTED. -I' '=�— L / 2. ALL CLEAN-OUT BOXES SHALL BE CHRISTY CONCRETE PRODUCTS MANUFACTURED 3. ALL BACKFLOW DEVICES ARE TO BE ACCESSIBLE FOR LATERAL SEWER MAINTENANCE. �Ir 1 _ ' �// \\\��\ \� � W � BY OLDCASTLE PRECAST INC.WITH THE FOLLOWING MODEL NUMBERS: I' �I �' �� \ � �'O � 4. PLACARD SHALL BE PLACED IN THE UPSTREAM CLEANOUT BOX CLOSEST TO THE �� I�E)SHEL�I REMOVE(E) CONC.PATIO �� \\ �\ -G�, 4"RISER s"RISER HbUSE WARNING THE PLUA�BER OF THE EXTENDABLE BACKWATER VALVE. �� 66 SC1.FT.SHED �/ �� f NON-TRAFFIC TRAFFlC NON-TRAFFIC TRAFFIC x LL� � �/ \�� BOX FOS Gfl5T F08 GQBT '—� � � up F08C G05CT F08C G05CT I =JJ �/� \�� \ � / \ J � 3. LIDS SHALL BE MARKED"SEWER" ti �� \\\�� J o 4. STA�AP OR GRIND FACE OF CURB WITH"S"WHERE LATERAL PASSES UNDER CURB,IF NOT ' PRESENT. �I �/ \��\\ � -� W Q 5. 1/8 BEND M AY BE PART OF 45'WYE IF APPROVED BY CITY. X � // ��> \� � " �/ �� > �� Z� � X �� REMOVE(E)2,285 /�\��\\ /�� \ �� ?� � / SQ.FT.HOUSE �� \ w Z v�,.� Fi�E No. SEWER LATERAL CLEAN-OUT INSTALLATION ON EXISTING SEWER LATERAL DETAIL g FILE N0. DETAIL�� ti � ` ��' � SP-248 �2 sP-z�e STANDARD BACKFLOW PREVENTER DEVICE INSTALLATION �2 r �� w� �� Z �Q DR.BY: DATE: CK.BY: DATE: DR.BY: DATE: CK.BY: dATE: M �/ �� / O � 'n � 7N D6/D1/14 JC D6/03/14 APPROVED.BY: � DATE:06/04f14 TN 06/Q1/14 JC Ofi/p3/14 APPROVED.BY: � DATE.05/04�14 V� �/ ��\� �� / � v o /� �� } � Z � // ��\ \ � � �� \ � � / \\ \�� /�� EXISTING RESIDENCE �� .{.:,�-�, � �� i� RJ.�..P:,•:.�,;��. :;R�-: T,: / ..f•..f...M1..f.:�.i'. � .I.�f�.T..f•.� ��5�:1:....�;. / •iy4:��1:��i,��i,}iVil�:� ��IM1!siil�Yl�fiS .'(..'.f.:�..f��.R�. 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J G :�:r��- C - ., / / � - 1 M � l - - r` �iW�Liii:�w %'.F.:F.:r.:,M1:r-.i..:..._r.:,{...r.:..::..,�..:"..:f•%.f•.f,.i�.f..:P.:�.�;a.;.:.:�,',�. / \ / _ � i;'.ri�.n-.r... ,'.C--�Ev e'i':;.�!x:f:.",,�.,:�I`f�:�.�. - �..ti-qi. :i: �'.'r'.`-','ti`."'�' -',r�:'r.:r:r�e'•.�:'r`•`-`.'e'.�,"a'•.:.�::��r.r.:rv• / \ G _ � f.' / O " ' ��li�'i��1�•[�•i•'li li i•�M1 I li 1 1 iil I� A / � " I• �7�1 1 il i7.11 d�;i'r `;:'ri;: i�.. � � � � � :'i;.'`'.i j .;:�:;:f.:i;�i.:n:r._.r.i.IM1E:r..,nl;�•;n�� /� / .,�,•'•.��, i�z7:-;;�'t>;r;:;i;i,'� �rM1„�, // /� ��\ �/ O O� _; .. �. ..� :. ��_. �l� "r,.:'r" ,..�:.,,;'r.;: � _ .4.et�i.r.t�in+rn� , n,r "�'� I I �� /�/ CONC.PATIO � � � � Cfl Q � �,...��.`;_..,.; // �� y O ` N V / Q � �� `2"x 4"LUMBER � SINGLE TREE „�./ I /�/ �/ �` // /� /� /�� Q�/n � � V V � f ll �l � . �� U oo O �wiRe �� /�/ / ` �� /� �.�I w �� ` �/� I /�� /� e�� Q �� ` �� / //� �� (/� �""_""`--.-..-•.•-----.-,._ _-�--�,F_-�. "•»........._..---..- �� -.- �� \ �--'"� �-�--�.�''-�_ "�"�" �\\\/� \\ _��.�� ' 4-FOOT HLGH FENCifdG \ \ � // � �..,, J �� 0 '�� '-� TYPICAL TREE PROTECTLON F�NCING X ��// TYPICAL BARK PI�OTECTION NOT ro sca�e " � Q n�aY�o sca�E X '/ > / � � l.Prior ta any co�istruction operatioas coniractor shall construcfi and n�aintain,for each protected iree on a construction site,a protective fencing � / � W which encircles the outer limi�.s of the critical root zane(CRz)of the tree ta protect it froitt consteuc4ion actiivity.Tl�e CRZ is calculated 1.25 feet X '� Z times the diaineter of die f�unk measured in inches 4.5 feet above the natural grade). 2.All proteative fencing shall be in�lace priar to cointnence�nent of any site work and rexnain in place until all exterior construction activity at tlie I ''� � m site has been coinpleted. �E�DRIVEWAY '``�50 ` � 3.Protecfive fencing shall be at leasl six(6)feet high,clearly visible,and shall}aave a tree protection sign aff`sxed to die fence every twenty(20) � FRONT YARD '�T�REE { O feet i�1 such a mannez'#o be clearly visible aaid legiUle to workers on the site at a distance of twenty-five(25)feet.Tlie sign(s)sliali read"Tree ��-�f 6� Protection Znne Keep oaY'. "'�� ,,--------- ` � , 4.The owner sh all cause tlie required fec�ciiig and signage to be installed and inaintained foz the duration of tl�e construction, ��. �E)� 1 ,' ,T�,_ : '��---------------- R 5.In situations where a protccted tree remains in tI3e i�nrnediate area of inteuded construction and die hee may be in clanger of Ueing dam�ged by �� \� '- ___, �__/ coustruction equiprnent or other activity,the contractor or s�rbcontractor sha11�rotect the rree wi#h Z"x4"luinber enaircled with wire or other r �� '�.ti � �,� � means that do not da�nage the tree.The intent is to protect�lie iruuk of the tree against i�tcidenta]contact by]arge consh•uction equipment. � �� 1;R�E�,,� b.Material Storage:No sforage or p]acement of materials infended far use in cnnstruction or waste maferials acc�ui�ulated due to excavation or 1� ()O � � �_50'S5'46�� `��` f demolition shall�e placed within tUe lin�its of the criticaS root zone of any protecfed free. E 8�� ,�� TREE % R�4S� ```� '�REE � 7,�quipment CleauinglLiy�aid Disposal;�fo eyuipment sh�11 be Cleaned pr oti�er liquids,including,without iin�itation,paint,oil,solven#s,asphalt, / ; ��, T�`_ � coiicrcte,mortai-or sirnilar materials deposited or allowed to flow into the critical root zone of a�rotected tree, ,`� � �% � L�40�00r �`� ___ - � DRAWN 8.Tree Aftaclvnents:No signs,wires or oti�cx attachmealts,otller than fhose of�protective ttititqre,sltall be attacl�ed to ai�y��rotected tree. � � � � ; �E)C„`�\ �� LOC HUA ' (E)30" ''o � � � 9,Vehicular Traffic;No vehicular a��d/or co�tstruction cquipment�raffio or parking shall take place witliin the critica]root zoue of any protected �' ; ; �TREE ; CHECKED tree otlier than on existing street�avemei�t. �; ` ; TREE O C` �___� � TRI HONG 1 Q.No heavy equipEnent,including but not limiYed to trucks,h�actors,h•aile�•s,Uulldo�ers,exeavators,skid steer tractflrs,trenchers,compressois, ;' ,� ' �E�50 `� � and hoists,shal]be allowed inside the drip-]ine of any prote�ted t�ee on any construction site, ' �E�12��Q WM ; ;� TREE ; SIGNATURE 11,Grade Cl�anges:No grade chauges sha11 be allowed witl�in tlie limits of the critical root zane of any�rotectecl h•ee unless adec�uatepi�otcctive �, TREE j �; EXISTIN�S�pE /""�� construction methods are a�proved in advance in writing Uy tl�e ciry, �� ' wALK .�O � .` 12.Impervious Pa�ing:No paving with asghalt,concrete or other ifupervious materia]s sl�all be�lacec3 wikhin the limits of the crikical root zone of � (E)ROLLED CURB � �I� DECEMBER 2016 a protected tree,unless ex}�ressly peni�itted by the puUlic works Dept '-------- 13.12oat I'runic�g:All roofs two inclies or larger in diameter which are exgosed as a result of trenolting oi otlter excavatiait slyall be cnt off squai'e ``��--_ _ � SCALE wrfh a sl�arp�nedimn toath saw anc�covered witl�nafural fiber Uurlap within two hours of initial ex�osiare. �' I��n I D AS SHOW N 14,AU public sidewallcs sl�all retnain open,free and clear for public access,unless closm'e is permitte.�l by fhe Public Woi•ks Departntent. L I V ��E P�O�EC��O�ST�NDI°LRDS ---- EXISTING TO BE REMAINED JOB 1516 R�VISED 5/13 P R 1 N G C O U RT �----� EXISTING TO BE REMOVED SHEET s TANDA�D R�o aPPxov�D BY: ,` DATE:�� s-a. D E M O L I T I O N P LA N A�� ■� SCALE:1l8"=1'-0" C i t y g i n e e r S C O P E O F W O R K: DEMOLITION OF EXISTING BUILDING IS UNDER A SEPARATE PERMIT.PLEASE SEE SHEET REVISIONS BY �1 01.04.2017 P.D. B A A-4 A-4 49'-0" 16'-0" 33'-0" 7�� 6„ p,_�„ 5,_4„ 6046 SL I',I 6060 SL. '� � 8080 SL.GLS. � � DIW � ~ ~ DR.TEMP. �„ 0 x � - - o ? SECOND FLOOR LINE � N � - N � r O Lf) O � 1'-0" 15'-0" ' - � o � � � o KITCHEN � - � CL.HT.10'-0" �o �Q6„ Q FAMILY J Op CL.HT.10'-0" � F.F.103.3 � w 5,_�„ z = O `� PATIO o 3� o �o; � � � CL.HT.10'-0" � M RG �, o„ � � o> � OVEN � 0 z � ,�O 26' � w o � � �� o � �P�� 8U8U SL GLS. � � PAN. `�' v� �,�� s��'O DR.TEMP. P� x`L�` �� O — Q�'� � \ �1��'� ss� �s � '�,,. � � � I NICHE M REF. �p`��/ � �J `/�F �� T��p , r3p„ � = Q � --------------- ----------------------- � „ �\ � o m � 2'-4" 3'-8" 8'-0" 6'-0" 2'-S" 2'-6" �/ . .;� ��QT S•� \sr" 1�O /� "' � �CL.I / b ��'0 c�`S' / P s�so / s �� 4'-8" 5'-0�, 4,�„ �Q // C��o�o0� !. V � � NICHE � J N GUEST-RM. � _ v ��p ? o ��b� I I y�, �j,''S' J � CL.HT.10'-0" FLO R �o __ � I `� 'p Fi,J� � �j AC SS -�_ �� o s OFFICE/GUEST W ¢ - � D I N I N G �' C L.H T.9'-4" � � �� CL.HT.10'-0" ' w o 13'-8" 2'-4" — �— •� CL.HT.15'-0" � 3080 FR. �o c�' z o ? HALL �� `_`�o ��" � �� TEMP. ,Z.• �` o� w N `� `� CL.HT.10'-0" —z°�— `' v,Z a u' o � � ---- ~� /�G� - \ �p O p�� U�-~i � N � " WINE CELLAR �,o �/�O%� `�°� �`� / WETBAR � w W �z� - 2880 F.S.102.05 �w �; z �'�/ CL.HT.9'-4" z �Q ---- �� , � � �o V � 2880 ---- � o � > � � ��: Z � J BA.5 0 \ — �� /� �6'" � -BA.5 �. � co N� C.H.10'-0" `V LAUNDRY � � \ / �p\ C.H.9'-4" 5' � �� CL.HT.10'-0" v PULL � � �� '°C' � �,l�B„ �o`''� � � 16 16 DN. 2 7.5" -OUT ,�, NI. �� ' rE � LR CLR. o �cpys 1 T.@ 11.0" SHOES �� 1-0 �'-6�� -� � c! F.A.U.#1 RACKI FOYER � �c� � G. BEL0�1 CL.HT.12'-6" ��I ��'� � o � � __ ---`--'--- 2�� F.F.103.3 �o� �' g; � �rn� � O�, ��. � . �O 8'-4" 7'-8" 5'-0" ��' ' �� 1 �� O N / CL.HT.10'-0" M 2668 MTL DR.� '��O�jQ LIVING ,,, 2p CL.HT.11'-0" � � � J Q-�`� 6„ �02 s��i ti � � o '�� \ � / o�,Q'LS�j � �`��T s�� `�� p d� � � �— — � \ � y'O }�' � Cfl Q 0 4'-1„ 7„ 4,_9„ 7„ �:�� Q�p��`� ,�p � � V = o � � `�o�yo � � � �Q � � � � �' � � �� S:y \� . U o� � Z � _ SECOND FLOOR LINE � �� , Oy Z �� — — — — — � N 2 CAR GARAGE _ LL Q o � CL.HT.9'-0" o h � �' � F.S.102.05 �' o B A � '6'- O 1 N A-4 A-4 , � so �`�� \ 8`��" ��6o��q o�,��o�� s � \ ,��°" �'s' n'"'�`L`�. � �l 'C� 6,,6 �o W 20'-4"CLR.(20'MIN.) � � Z � m � � M z � 16080 SECTIONAL GARAGE DR. 10'-6" 21'-0" 8'-9" 12'-9" � NOTE:ALL EXTERIOR WALL TO 42'-6" BE 2x6 wl 2"RECESSED.U.N.O. FIRST FLOOR PLAN SCALE:114"=1'-0" GROSSINET LOT SIZE: 9,333 SQ.FT.(0.2143 ACRE) DRAWN FLOOR AREA RATIO CALCULATION: LOC HUA MAX.F.A.R.: 45%(9,333)=4,199.85 SQ.FT. CHECKED FIRST FLOOR: 2,321.14 SQ.FT. SECOND FLOOR: 1,435.47 SQ.FT.(52.17%OF FIRST FLOOR) TRI HONG GARAGE: 430.5 SQ.FT. PROPOSED FA.R.: 4,187.11 SQ.FT.(44.86%) SIGNATURE BUILDING COVERAGE CALCULATION: -� MAX.COVERAGE:45°/a(9,333)=4,199.85 SQ.FT. MAIN HOUSE&GARAGE: 2,751.64 SQ.FT. DATE FRONT PORCH: 10.2 SQ.FT. DE EMBER 2016 COVERED PATIO: 168 SQ.FT. FIREPLACE: 7.5 SQ.FT. SCALE EAVES OVER HANG: 494 SQ.FT. AS SHOWN PROPOSED COVERAGE: 3,431.34 SQ.FT.(36.77%) JOB 1516 SHEET A-2.1 REVISIONS BY r--- BAY WINDOW I 1 01.04.2017 P.D. � I B A 1�1-4 A-4 �2 01.04.2017 OWNER 39'-0" 6'-0" 6'-6" 26'-6" 3'-5" 4'-4" 3'-1" 3'-2" 9'-4" 3'-2" '�4 ��/ 8050 SL. �040 CSMNT. 18"H. � 12 13 °° x - - �E,� - - � o � � . J, � - c�o �' �� c� �----- --- r �7 ��y�ti � ' '� � � � , �, - _ � 1 °°�i ' \� � i u �, � �� N � � � M.BA. � � �5�� CL.HT.9'-0" � I 15 i SEAT o Y � � I 11 16 � � $„Hi 0�� i I � I �� s'-�" � I // 4050 SL. � --- � - o p 4 � o � � � I � = N o I � rn w � I M.BEDRM. I � �� /� o Z- 18„�1�„ � CL.HT.10'-0" � Z I �� /� // `V o CLR CLR, i 4�� ■ . �--� � � � �./ �' �� u~i � ------- � J � } � �i ,� N i � � � m / i I \� �� N BEDRM.3 2._�.� I 2�'6�0 3'-0"TYP. = O I \ / M CL.HT.9'-8" TYP. � � ' � �'�o-, � � �� 12'-10" �3'-4" � W.I.C. o N O W I � \ /� CL.HT.9'-0" o CL.HT.9'-0" FLAT ��, � � � � �� 7'-2" � 4'-4" 11'-4" ROOF � �"' � Q Q � I i �/ FIRST FLOOR LINE �, - `�% � � I � - - - - - � _ _ 6080 BI-PASS �� Q., \ Z � � q v � I SECOND FLOOR PLAN _ � F.A.U. v � N c�. �� ; \ so � � �i � O � � N ihZ - __-_-__ N _-____-_-_-_ \`� 7�� SO \�(P�, �-------------� � N � ST \ s ti s< � � �t � � o a - 5080 BI-PASS � ,%p� FqT 2, �� W _ �� CL. __ � 2880� lOp� \ �o/ �tiF � � 0 � N ----- - T T N GALLERY � ��tiF \ � � � CL.HT.9'-0" v - � � 4'-8" 4'-8" 6'-10" 3'-5" �4'-6" \ , � �� 0 2020 FIX 2020 FIX 2020 FIX ��`�� BEDRM.2 �� 22„ 2,6„ � NIC. CL.HT.9'-0" > � 6'-5„ W.LC. � � BA.3 ' \ CL.HT.9'-0" / W � � o C.H.9'-0" �,s o `_1J �� eo , � / / w o 0 PATIO � � � FLATT.15'-0" 20� �\ // o o' w N � 18" 18" � �'O� � ,� / w Z �ti A.2 '` � c�`'' � LR LR _ 0 6';�,,, A>, � C.H.9'-0�� / w W �z � 2020 FIX N �� ,,, / Z> �¢ Z c� Z � ��, o / � a Q� �� -------- o�o r8�•. � `'� '`�G� / Z �m 9 N c�. N �s°�o �c � �- ��T �� o��Q� � � 7 5080 BI-PASS CL.HT.VAULTED 9p„ `OP �' �� 6'-6" 4'-2" � � '� $ Q>, '� ti y w / 1 J 3060 FIX TEMP � \ � � , 0 2�_3�� 4�-4�� 2�_5�� 0 J /� O � � v BEDRM.4 x ' \'%Q �� - � � � CL.HT.9'-0" � � � � � ST,� O� W O '� ' � �/ \��O,Q /,�� I� �n 3 4 6 ��„H � °' ��''�'F �� c�� SEAT `� _ �� PORCH � / � �U � � � O � �Q o � � � � 19 �Q - � ^ � 2 CAR GARAGE 5 5050 NT. � � / U o� N 5-6 1 4 �'�j,Qs / Z �� 0 11'-0" '-0" NOTE:ALL EXTERIOR WALL TO ��p � Q 20'-4"CLR.(20'MIN) 28'-0" BE 2x6 wl 2"RECESSED.U.N.O. �.Q / � ��ti� / � 0 FIRST FLOOR PLAN A-4 A 4 \ / Q � � � � � w z � z GROSSINET LOT SIZE: 9,333 SQ.FT.(0.2143 ACRE) O FLOOR AREA RATIO CALCULATION: m MAX.F.A.R.:45%(9,333)=4,199.85 SQ.FT. M 1. 19'-0"x ' 3r,Y L _ _ _ _ FIRST FLOOR LINE_ _ _ _ _ _ J 2. 33'-0" 38'-8" 1276 �- � 3. 5'irregular . SECOND FLOOR PLAN 4. (7'-1"x 6'-0")/2 21.14 � SCALE:1/4"=1'-0" 5. 13'-0"x 2'=' 26 GROSSINET LOT SIZE: 9,333 SQ.FT.(0.2143 ACRE i 6. 15'-6"x 23'-0" 356.5 ) 7. (14'-6"x 17'-0")12 123.06 FLOOR AREA RATIO CALCULATIQN: 8. 15'-6"x 7'-6" 126.25 MAX.F.A.R.: 45%(9,333)=4,199.85 SQ.FT. 9. 13'-0"x 4'-0" 52 ,FIRST FLOOR: 2,321.14 SQ.FT. FIRST FLOOR: 2,321.14 SQ.FT. 10. 11'-0"x 21'-0" 231 � � SECOND FLOOR: 1,435.47 SQ.FT.(52.17%OF FIRST FLOOR) 11. 4'-8"x 5'-6" 25.67 GARAGE: 430.5 SQ.FT. 12. 6'-0"x 17'-6" 105 � PROPOSED FA.R.: 4,187.11 SQ.FT.(44.86%) DRAWN 13. 6'-6"x �QSr25�, BUILDING COVERAGE CALCULATION: LOC HUA 14. 26'-6" 26'-8" 706.67 MAX.COVERAGE:45%9,333=4,199.85 SQ.FT. 15. (9'-7"x8'- "38.8s� ��2 � � CHECKED 16. 9'-0"x 16'-0" 144 MAIN HOUSE&GARAGE: 2,751.64 SQ.FT. 17. 4'x 7'irregular triangle 23.02 FRoNT PORCH: 10.2 SQ.FT. TRI HONG 18. 13'-0"x 1'-0" 13 SECOND FLOOR: 1,435.47 SQ.FT.(52.17%OF FIRST FLOOR) COVERED PATIO: 168 SQ.FT. 19. 21'-0"x20'-6" 430.5 GARAGE: 430.5SQ.FT. FIREPLACE: 7.5SQ.FT. SIGNATURE PROPOSED FA.R.: 4,187.11 SQ.FT.(44.86%) EAVES OVER HANG: 494 SQ.FT. BUILDING COVERAGE CALCULATION: � � �� PROPOSED COVERAGE: 3,431.34 SQ.FT.(36.77%) DATE MAX.COVERAGE:45%(9,333)=4,199.85 SQ.FT. DECEMBER 2016 MAIN HOUSE&GARAGE: 2.751.64 SQ.FT. FRONT PORCH: 10.2 SQ.FT. SCALE COVERED PATIO: 168 SQ.FT. AS SHOWN FIREPLACE: 7.5 SC�.FT. EAVES OVER HANG: �49�$L6F�. JOB PROPOSED COVERAGE: 3,431.34 SQ.FT.(36.77%) 1516 � �� SHEET FLOOR AREA CALC. DIAGRAM SCALE:118��=,�-o�� A-2.2 REVISIONS BY -- B �1 01.04.2017 P.D. �2 01.20.2017 P.D. — — — — — — — — — — — — — — - 19'-3"SECOND 15'-0"SECOND Q FLOOR SIDE SETBACK � FLOOR SIDE SETBACK O � ❑ O ❑ � n � � � I I M w _ O - � � i = o C � � �� rn /' o � / O ao � W / o Q / �p I � � � / \ O / � _ ��^R, \ � I � � \ / \"/ �.\ I W � I/ � I / I�- v \ I � / ' ' ' ' ' - \ � � .-./�_. . .-. .- - . _ �� I � i " P " " � �,� I � � � - - — -- -- - - _- - - - — — — - - - - - - . � I � o O" � _ - - _ — � — � �.�- - - - - - - - � I o Q ##r� I ° i� `�_ _ _ . � � ■N ■ � � � � � N I � w � 1"TYP. �o �o ' _ eH � � � I o c � � N �I - = I _ - - O O � I � O �'� ' '� O O � � I N ' ' � '� 6f p � � O I ' ' p � O � I� o � " � 0 0~ � �o � � o __.- - -- - -�- c - _ � � I — - N - - - - - - - - F - - - — - - - - - - — - — — �. — -- — — — — — — — — — — — — F_F.103.3 —.— _ - _ - _ _ I Q - - .�. -. - _. � -"- S. 2 0 -"- I I-- _ - -"- -" _ "- -"- -"- I W 5'-0"FIRST FLOOR �p�'�! E ��^ OO � ,�?�' /��'�, 5'-0"FIRST FLOOR W SIDE SETBACK ��Sc ��a�� c��j c��o� SIDE SETBACK FRONT ELEVATION � 0,9� _ ,0,96 J RIGHT SIDE DAY LIGHT PLAN SCALE:114"-1'-0" SCALE:114"=1'-0" � F _ / EXTERIOR MATERIALS & COLOR A. GENERAL: � • SEE OWNER FOR UP-GRADE WATERPROOFWG SYSTEM � • SEE OWNER FOR UP-GRADE STONE FINISH FOR ALL COLUMN,TRIM&SILL � � 0 B. ROOFWG:CLASS'A'BARREL CONCRETE TILE BY'EAGLE ROOFWG CAPISTRANO ol MIN. W � 30#FELT.ICGESREPORT#ESR 1900.SIZE:17x128,9 PSF � � C. EXTERIOR WALL(BODY):3 COAT CEMENT PLASTER FINISH w/PAPER BACKED WIRE MESH �' Z� ol 2-LAYERS GRADE'D'BUILDWG PAPER. 4 w� �in D. EXTERIOR WALL(BASE1:'BORAL'STONE VENEER wl 4"PRECAST STONE CAP.CODE � �� REAR VIEW APPROVAL-ICC ESR-1364 �Z �; E. GARAGE DOOR:STEEL CARRIAGE SECTIONAL.SEE OWNER �W '* F. ENTRY DOOR:DECORATIVE WROUGHT IRON "' �� z> c�Q � G. DOORS TYPICAL:'MILGARD'VINYL. /� Z V � H. WINDOWS TYPICAL: o • 'MILGARD'VINYL. Z � • STUCCO o/FOAM SILL � � I. TRIMS(c�WINDOW&DOOR TYPICAL:6"STUCCO o/FOAM TRIM � — — — — — — — — — J. SHUTTER:W00� � K. TRIMS(a�BODY TYPICAL:STUCCO ol FOAM TRIM � L. GUTTER&DOWNSPOUT:26 GAVL GAL METAL o M. CHIMNEY: � • 26 GAVL GAL METAL CAP w • STUCCO o/FOAM TRIM � w N. GUARDRAIL:36"HIGH DECORATIVE W.I. o � 0. RAFTER TAIL:WOOD � 6' P. TRIMS(a�EAVES TYPICAL:STUCCO ol FOAM TRIM � w � Q Q. HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND.MINIMUM 4"HIGH WITH � %2"STRIKE W � O o � � o � � 0 o v o � O � M� M M � � _ �b� � � � (4 V � � O� o (n � ONp� � � � U o0 w �Q w Z �� Q = u� o � o � N O O U � U I Q � � w F.F.103.3 Z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � m �o /F � � �o�� /�G �� p�'L O � 'c 1 � G' � � � J 6� ��°^� REAR SIDE ELEVATION s��'� �`5�� Q• •o F SCALE:1l4"=1'-0" i I � - � DRAWN � .,r---------------------- ----------- -----. LOC HUA CHECKED ----------- TRIHONG ❑ ❑ ❑ 0 0 0 SIGNATURE REAR VIEW ��'- DATE DECEMBER 2016 SCALE � !,� ❑ ❑ AS SHOWN -- iiI' ; � � � JOB O � � A, _ ----- _. O 1516 W i�l!I I n;� ;� - SHEET - - �� '' - i��,� i�i �i �`� A-3.1 STREETSCAPE 18650 18660 18671 SCALE:118"=1'-0" REVISIONS BY EXTERIOR MATERIALS & COLOR A. GENERAL: • SEE OWNER FOR UP-GRA�E WATERPROOFING SYSTEM • SEE OWNER FOR UP-GRA�E STONE FINISH FOR ALL COLUMN,TRIM&SILL B. ROOFING:CLASS'A'BARREL CONCRETE TILE BY'EAGLE ROOFING CAPISTRANO ol MIN. 30#FELT.ICGESREPORT#ESR 1900.SIZE:17x128,9 PSF C. EXTERIOR WALL(BODY):3 COAT CEMENT PLASTER FINISH wl PAPER BACKED WIRE MESH ol2-LAYERS GRADE'D'BUILDING PAPER. — � D. EXTERIOR WALL(BASE):'BORAL'STONE VENEER w/4"PRECAST STONE CAP.CODE B APPROVAL-ICC ESR-1364 E. GARAGE DOOR:STEEL CARRIAGE SECTIONAL.SEE OWNER F. ENTRY DOOR:DECORATIVE WROUGHT IRON G. DOORS TYPICAL:'MILGARD'VINYL. — — — H. WINDOWS TYPICAL: —.�.—.—.—.—.—. • 'MILGARD'VINYL. M I � • STUCCO o/FOAM SILL O � o I. TRIMS(a�WINDOW&DOOR TYPICAL:6"STUCCO o/FOAM TRIM J. SHUTTER:WOOD w K. TRIMS(c�BODY TYPICAL:STUCCO ol FOAM TRIM J w L. GUTTER&DOWNSPOUT:26 GAVL GAL METAL o w C o o� � M. CHIMNEY: OO - OO oO w • 26 GAVL GAL METAL CAP � 4 _� � O ¢ • STUCCO ol FOAM TRIM B o N. GUARDRAIL:36"HIGH DECORATIVE W.I. - o r o � � � 0 0. RAFTER TAIL:WOOD N ? P. TRIMS(�EAVES TYPICAL:STUCCO ol FOAM TRIM —•—•—•—•—•— - -- — — —�— Q. HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND.MINIMUM 4'HIGH WITH - O � '/z"STRIKE — — — — — — — — — — — — — — — — — — — — — — — — — � � I � Y/ I - � ❑ � � Z Z N I O � � O H ~ � w � _ � C o = � 0 o Zo � �N - �� °° W � ~ O O W F.F.103.3 ��,� �'�'G� D /�'L /�'L ��o^� �,o� c�o s,o� �O��cP 7p>�96, �02�2 R 1 G H T S 1 D E E L EVAT 1 O N 9 SCALE:114��=,�-o�� 0 W "' � � U O z 0 0 Q� W N I W � �c-i`i �W `� � � U a Z> C7 Q Z � � a � o m � � � � REAR VIEW O — W � o O M d� _ � 00 � �U � O.H.TO CLR. � � ' � N Q > FROM WINDOW Cn � o�Ur w �J �1 w _ U 00 O w � O H � o'� o� w �Q W �,�, Z `�,, Q � Q o � � � � � � � w O � � � — — — — — — — — — — — — - � � Q �a � — — — — — — — — — — — � � o � � W z O Z � ❑ Z ~ � O � = m � = o � � o M � N q O� � � / O � F.F.103.3 � DRAWN �o�`� �oF,L /F LOC HUA � c �o?'� ��O``� �� CHECKED �� LEFT SIDE ELEVATION S TRI HONG SCALE:114"=1'-0" SIGNATURE � �- DATE DECEMBER 2016 , SCALE AS SHOWN � � JOB 1516 SHEET �- - A-3.2 REAR VIEW REVISIONS BY SECTION NOTES A. GENERAL: • SEE OWNER FOR UP-GRADE WATERPROOFING SYSTEM • SEE STRUCTURAL DRAWWGS FOR AD�ITIONAL INFORMATION FOR FLOOR FRAMWG&FOUNDATION • SEE OWNER FOR UP-GRADE CABINETS AND APPLIANCES FINISH B. INSULATION:PER TITLE 24. 1. FLOOR:R-19 2. EXTERIOR WALL:R-13 wl R-5 RIGID @ 2x4 STUD WALL&R-19 @ 2x6 STUD WALL � 3. CEILING:R-19 @ SLOPE CEILING&R-30 @ FLAT CEILING ATTIC �� C. CRAWLSPACE:20 MINIMUM CLEAR. -� D. UNDERSTAIR:PROVIGE 518"TYPE'X'GYP.B�.ON WALLS ANG SOFFITS OF INTERIOR STAIRS ON THE N ENCLOSED SIDE. _._._. _._._._._ _ E. GUARDRAIL:42"HIGH W.I.wl RAILING SPACING TO BE SUCH THAT A 4"DIA.SPHERE CANNOT PASS THROUGH. F. FIRE BLOCKS&DRAFT STOPS:FIRE STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS PER CRC. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: • VERTICALLY AT THE CEILING AND FLOOR LEVELS. • HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALE�VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR � � ------ AT SOFFITS.DROP CEILINGS AND COVE CEILINGS. a' M.BEDRM. 6' GALLERO 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENWGS AROUNG VENTS,PIPES;GUCTS,CABLES ANG WIRES AT CEILING ANG FLOOR LEVEL,WITH AN � ----------- ------------- APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE � MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 � REC�UIREMENTS. N - - - - - - - - - - — -- - - 5. ALL SPACES BETWEEN CHIMNEYS AND FLOORS AN�CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE.THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS,BEAMS OR HEADERS SHALL BE SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAI�ACROSS THE SPACES BETWEEN COMBUSTIBLE �� MATERIAL AND THE CHIMNEY. /w � �i� � Z o � � � � � � � H � FAMILY CL. - � FOYER � O W � 0 �, - - - - � - - - - - - . Z . ��}�};x-. a��.� �� .:�n. .r:>�/�j o \i:.>.. ��,,�� . .��i /�.. . NOTE: SEE STRUCTURAL DRAWINGS FOR � �� % ADDITIONAL INFORMATION FOR SECTION A FLOOR FRAMWG&FOUNDATION � SCALE:1l4"=1'-0" J J � 0 W "' � � U O z 0 0 Q� W N �� W � .i`j �W `� � � U a Z> C7 Q Z � � a � o m � � � � Q 12 4 TYP.� ATTIC � — — — — -- — W � O — — — — — — — — — — — — — O M d� _ � 00 � �U� O �Q � � �� o U o� GALLERY W.LC. M.BA a' W �Q / F.A.U.#2 p Z �Q LL � d J - U � -.-.-._._._ . ._._._.-._._ . _ _._.-._._._.� _._._.-. .-._. N � �. ti � J _.__ � � ' r W � + Z `� � Z � �0 m o � �0 �0 �0 �0 �0 o M � WINE CELLAR HALL � � KITCHEN � O p� O �0 �0 � - - - - - - - - - - F.A.U.#1 —.—. - - - - - - - - —•— — —•—•—•—•—•—• � ��r � — — — - - - - - - - - _...'�`�;r;;`....... --__........��,�.'"'=;;`:�'>��,� � � DRAWN /,• o O �\ ,: LOC HUA ` . i\i �//�/ ��i NOTE: � SEE STRUCTURAL DRAWWGS FOR ��/� CHECKED ADDITIONAL INFORMATION FOR TRI HONG S ECTI O N B FLOOR FRAMING&FOUNDATION SCALE:114"=1'-0" SIGNATURE '�_ DATE DECEMBER 2016 SCALE AS SHOWN JOB 1516 SHEET A-4 REVISIONS BY B A A-4 A-4 �� PL.HI.9'-0" I I -- - -' - - - - - �- - - - - - - - � � , B i J � D ti%� � �.�Q �–— r - - -- � I I I I I � PL.HI.9'-0" —— � PL.HI.9'-0"� �_ . —— � � 2020 � Z 5 KY-�O � � LIGHT � Q _ T � ; � ,S,�A � L9l FLAT RO F � ti,,� � �� !F� c� � LL � � � � � __ � � � i � I � RIDGE \\ i I �/� �P��,�c� \, , PL.HI.9'-0" /// PL.HI.10'-0"�— �— \ / � \ \\ o � \ � � �i PL.HI.9'-4" /i � ��G \\ � F q! �� cc `�� /� � J � \ B J v_ � — — — �PL.HI.9'-0„ v � PL.HI.9'-0" i— — HIP � HIP � � y� . \\ // I I �\ '/• Z� Z o A I � � Ll � FLAT �/ o� w N �ti �� "9� ROOF �L � � �W �� `` -- � �� \ u, U a z> Z Q � i -- � / , � � �Q � I ` � PL.HI.9'-0" � ��. � \I � Z � PL.HI.10'-0" � '� �O �I � , V/ � _ -° F � w o � PL.HI.9'-0" D /' y o PL.HI.9'-0"� �t�,� � � � m —— �P�� r � �— �P� � � � PL.HI.9'-4„ \ __ —— I N\P N/A // � VALLE � �� '/O ` O � I I �F `— HIP � \ W � O � � O ' ' � M Lf� � � _ � p�d� _ ��\ _ ' p Q i � PL.HI.12'-6" � � � �V i _ \Q �/ � // VALLEY PL.HI.10'-0" � �Q � A , � O�� ^U' PL.HI.9�-o�� HIP� � � � � � ROOF PLAN NOTES � �� W �Q � - - - � E � A. GENERAL: Z Q � 'O • ROOF SLOPE IS TO BE 4:12 TYP.U.N.O. LL � �� PL.HI.9'-0" • ARROWS INDICATE�IRECTION OF ROOF SLOPE � � • SEE ROOF PLAN FOR PLATE HEIGHT B A • OVERHANGS ARE TO BE 20"AT EAVES 8"AT RAKES. O • SEE MANF.WSTALLATION AND I.C.C.ES-REPORT A-4 A-4 PL.HI.10'-0" _ • PROVIDE EAVE VENTS FOR ATTIC VENTILATION PER C.B.C.TYP. Q> � • WSTALL G.I.MATERIAL ROOF JACKS FOR PLUMBING VENTS.ETC.AS REQUIRED > • PROVIDE DOUBLE UNDERLAYMENT AT CONCRETE TILE ROOFING ON SLOPES LESS THAN 4:12 H • PROVIDE RADIANT BARRIER SHEATHING.RADIANT BARRIER REQUIRES FULL VENTILATION. w .�,�Q 'y/,o B. ROOFWG: Z � • CLASS'A'BARREL CONCRETE TILE BY'EAGLE ROOFWG CAPISTRANO ol MIN.30#FELT. � ICGESREPORT#ESR 1900.SIZE:17x128,9 PSF m C. FLAT ROOF TO BE 2'PER FT.SLOPE.GAF LIBERTY LOW-SLOPE ROLL ROOFWG MEMBRANE OR M EQUAL. p D. FASCIA GUTTER wl DOWNSPOUTS:5",26 GA.GALV.AS REQUIRED.FIELD VERIFY DOWNSPOUT TO � —— � -- BE CLEAR FROM WINDOW,DOOR,GAS METER,ELECTRICAL METER,WATER HEATER&A/C. E. CHIMNEY: • 2'ABOVE ANY ROOF/STRUCTURE WITHIN 10'AND NOT LESS THAN 3'ABOVE THE HIGHEST POINT � PL.HI.9'-0" WERE THE CHIMNEY PASSES THROUGH THE ROOF. • SPARK ARRESTER SHALL BE APPROVED,SCREENED,ACCESSIBLE&REMOVABLE FOR CLEANING • WOOD FRAMED wl 26 GA.GALV.CRICKET&FLASHING. F. FLASHING AT ROOF TO WALL CONNECTIONS:26 GA.GALV. G. SKYLIGHT:'VELUX'(N.E.R.216)SEE ROOF PLAN FOR SIZE DRAWN H. SUN TUNNEL:10"'VELUX'.(ER_0199) LOC HUA ROO F P LAN I. CRICKET:26 GA.GALV.FLASHING SCALE:1/4"=1'-0" CHECKED TRI HONG SIGNATURE '�_ DATE DECEMBER 2016 SCALE AS SHOWN JOB 1516 SHEET A-5 NOTES: RW ENGINEERING,INC. 1. THIS ELECTRONIC FILE IS SOLELY FOR THE USE OF THE ARCHITECT FOR THE CIVIL ENGINEERS •LAND SURVEYORS DEVELOPMENT OF HIS/HER ARCHITECTURAL DRAWINGS TO OBTAIN BUILDING PERMITS. 505 ALTAMONT DRIVE 2. THIS MAP SHALL NOT BE USED TO STAKE OUT CONSTRUCTION IMPROVEMENTS IN THE MILPITAS,CA 95035 FIELD. (P) (408)262-1899 (FAX)(408)824-5556 3. THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE DOES NOT CONSTITUTE THE rwengineeringC�gmail.com DELIVERY OF MY PROFESSIONAL WORK PRODUCT. THE SIGNED PAPER PRINT IS PROVIDED TO THE CLIENT AS AN INSTRUMENT OF SERVICE. IN EVENT THE ELECTRONIC I FILE IS ALTERED,THE SAID PAPER PRINT MUST BE REFERRED TO FOR THE ORIGINAL AND ' T O P O G RA P H I C M A P CORRECT SURVEY INFORMATION.RW ENGINEERING,INC.SHALL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS MADE,BY OTHERS,TO THE ELECTRONIC FILE,OR ANY PRODUCTS DERIVED FROM THE ELECTRONIC FILE. JANUARY 4,2017 o CONSISTING OF ONE SHEET 4. THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY AT THE TIME THE _ SURVEY WORK WAS COMPLETED. SITE: 18660 PRING COURT 5. BOUNDARY LINES DELINEATED ON THIS MAP ARE INFORMATIONAL BASED ON THE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � CUPERTINO,CA SURVEYOR'S OPINION UTILIZING FOUND PHYSICAL EVIDENCE AND RECORD DATA. THIS APN: 397-08-086 MAP IS NOT INTENDED AND SHALL NOT NOT BE USED TO ESTABLISH BOUNDARY LINES. PARCEL: LOT 202 TRACT 1183 Nss'3s'45"E AREA: 9,333 S.F.t 6. UNLESS SPECIFIED ON THIS MAP,LOCATIONS OF THE UNDERGROUND AND OVERHEAD HO �• ��, � X , UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND NO �ti ;o�� xo�� '� � — — xH0 0 LANp s UTILITIES CALL"USA"(1-800-642-2440). — — H �� E HO 5�'�RT Y y�+p` 7. ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. 'r-- `��o �o�� HO cw� °� 9�G'`�' 8. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. xo �� HO � No.L893� � 0 � �,� c�� '� � � � � * RENEIVAL DATE: * 9. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD(EXTERIOR). 5�` �o,o�� o �� o�� — � � � �,� 09-30-18 �� /0�.90 �� ti � o '� c � � x�� OF CA11��4 10. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY RW o�� o �,� ,� ENGINEERING,INC.. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN = �o o�,. �-�� o ,�—� ON THIS MAP. � °� �c � � � `'�' � \� �o c �h ,° °�� x�o / �2» �� oc , � c � / O p \ �^, �c� '`° � / � G'�� o�`�o� �� x c, x`° � �\ �o � �h c 30» � +�o� �� 1 ADJACENT °� � o�� o` �� "� � � HOUSE � � �� o� x� , , ABBREVIATION � � .� � �o� o SITE BENCHMARK. � IN / AD AREA DRAIN � ' / A.E. ANCHOR EASEMENT SET NAIL � o,`�� o��` �� $»�� AC ASPHALT CONCRETE ELEVATION=100.00'ASSUMED x`' ° I BRI BRICK C/G CURB&GUTTER �� 0��— �� ( C CONCRETE �,'g �`' � FF�' � �� DI DRAIN INLET BASIS OF BEARINGS. _ . � �� 12' �/ FL FLOWLINEOOR GRADE � GM GAS METER PER TRACT MAP N0. 1183 FILED IN BOOK 44 OF MAPS AT �°�� h � LG LIP OF GUTTER PAGE 12,SANTA CLARA COUNTY RECORDS. xG ,o�� ,o�� ,�� , MB MAIL BOX �,G'y�, � x`� x�° � I P.U.E. PUBLIC UTILITY EASEMENT �`9 �� ^�� P.S.E. PUBLIC SERVICE EASEMENT � �� y x°� o�� •" SDMH STORM DRAIN MANHOLE �'�' ° � o��` o�'� o�� G ��G � '� SSCO SANITARY SEWER CLEANOUT REFERENCES. � �� °�� x�' '� �' �' `�� o�� F'� "°�� SSMH SANITARY SEWER MANHOLE / x c � �, y�, � o S/W SIDEWALK /� � �°� �o��' o��' �� , � %o��' 0 x TC TO P 0 F CU RB R1 TRACT 1183(44 MAPS 12) �� ` `� �� o TRC TOP OF ROLLED CURB / �\ CONC D�W o�� ,� x° x o o� o� � $�� ,o�� o o� o� ��,o� : �� o� W.C.E. WIRE CLEARANCE EASEMENT � 9� o�. �� o� �N WM WATER METER _� / .� � �� 0�� / o o. , o�. � � � � x�� LEGEND ti � � �`�° �,� ,� `°`�� z � �2 � �oo��--� ;o� ��.c �o o�� X X �� o°�� O o�. I ^�° \� ��` '°�°� � P.�.�c �' o :°�� —— PROPERTY LINE o° �Q o \ o � ti � � oo°� � � � _� �=50'5546" \ ' ,o�`�'Q��' ,�`� x°� — CENTERLINE 0� SIDEWALK � oo`� c,o�� R=45' � ,o�� =c�' :° � �`°�-—� � �=ao.00' \ x� �,o �� X SS UTILITY LINE–lYPE AS NOTED �� ROLLED CURB �9� oo�'°� � \ �^� �o�� ,o��,�° � �� oo�,� °�`� � : �� 0 0 n O �O STREEf LIGHT �.�� » � :�� : ��445 � �99 30 ��, � 99. ❑PG&E UTILITY BOX–TYPE AS NOTED o�° �°�°'��' s o�� (x��0 5'1 �� °� / �� 5,. _ ❑WM�GM W,4TER�GAS MEfER x o�� o�� (�5�1"�� °�� D4 WV WATER VALVE �� x�5 �—� � � CURB CATCH B.ASIN _ � a�,o ��, o�`� o o FIRE HYDRANT �°�� °� °�� z •q � �A� �M H MANHOLE–TYPE AS NOTED �o��C�l� D/YY � oo� CO SANITARY SEWER CLEANOUT PP�OH POWER POLE W/OVERHEAD WIRE �,� � � � BENCHMARK � ^�`� ;�°� ooti �� ,o�� '�� DJACENT 200 CONTOUR LINE x5 �OUSE —�j— Qo MON MONUMENT o`'� o`�' ��2» TREE–TRUNK DIAMEfER IN INCHES �c 5� SPECIES NOTED WHEN KNOWN � GUY WIRE �� W W W W W W W �'R� � 0 5 10 20 PRING C O URT SCALE: 1" = 10' DEVELOPER'S GENERAL NOTES: m � SITE BENCHMARK: � GRADING NOTES: w � 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS(LATEST EDITION),STANDARD PLANS(LATEST EDITION),AND CIlY OF SET NAIL 1. THE OWNER AND THE ENGINEER OF WORK WILL NOT BE RESPONSIBLE FOR ENFORCING SAFETY MEASURES AND REGULATIONS.THE CONTRACTOR MUST DESIGN,CONSTRUCT, CUPERTINO STANDARD PLAN. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATION,AND AS SHOWN ON THE DRAWINGS,AND TO THE SATISFACTION � r ELEVATION-100.00'ASSUMED INSTALL,AND MAINTAIN ALL SAFETY DEVICES,INCLUDING SHORING,AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY AND OF THE CITY ENGINEER. HEALTH STANDARDS,LAW AND REGULATIONS. � 2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND ADEQUATELY BACKFILLED BEFORE PLACEMENT OF THE BASE MATERIAL AND SURFACE STRUCTURES. IF UTILITIES ARE � � 2. PRIOR TO START OF CONSTRUCTION,CONTRACTOR MUST VERIFY ALL JOINT/CROSSING LOCATIONS,ELEVATIONS,CURB,GUTTER,SIDEWALK,FLOW LINES,PAVEMENT,STREETS, TO BE INSTALLED SUBSEQUENTLY,A WRITTEN NOTIFICATION FROM THE AFFECTED UTILITY COMPANY INDICATING ITS COMMITMENT TO BORE OR TUNNEL SHALL BE SUBMITTED TO � BAS I S O F B EAR I N G S. \ AND ALL GRADE JOINTS. IF DISCREPANCY IS FOUND,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND NOT PROCEED WITH ANY CONSTRUCTION UNTIL THE CIlY ENGINEER BEFORE PROCEEDING WITH THE WORK. UNDERGROUND UTILITIES,EXCEPT STORM AND SANITARY SEWER,WILL NOT BE PERMITfED IN PAVEMENT AREA,WITH z VERIFICATION AND REVISION QF NECESSARY)IS COMPLETED BY THE SAID ENGINEER. THE EXCEPTION OF STREET CROSSINGS,OTHERWISE SPECIFICALLY APPROVED AND AUTHORIZED BY THE ENGINEER. 0 � PER TRACT MAP N0. 1183 FILED IN BOOK 44 OF MAPS \ 3. CONTRACTOR TO EXPOSE EXISTING SEWERS AND CHECK INVERTS BEFORE CONSTRUCTING NEW SEWERS. NOTIFY THE ENGINEER 24 HOURS PRIOR TO EXPOSING SEWERS. 3. THE CONTRACTOR SHALL HAVE ALL OF THE UTILITIES,UNDERGROUND MAINS,AND SERVICES THAT MAY CONFLICT WITH THE PROJECT,LOCATED IN THE FIELD. THE � � AT PAGE 12,SANTA CLARA COUNTY RECORDS. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT(USA)FOR1Y-EIGHT(48)HOURS IN ADVANCE OF ANY WORK,FOR LOCATION OF THE UNDERGROUND FACILITIES, � � NEW JOINT TRENCH (ELECTRICAL, \ 4. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES/STRUCTURES SHOWN HEREON WERE OBTAINED FROM INFORMATION FURNISHED BY OTHERS. THE ENGINEER AT(800)642-2444. w O ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND ACCURACY OF SAID INFORMATION. THE CONTRACTOR MUST ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL � TELEPHONE, &CABLE SERVICES) \ � TO HOUSE. CONTRACTOR TO - LOCATION AND SIZE OF THOSE TO BE USED AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. 4. ALL TRENCH BACKFILL,FILL AREAS,AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95%RELATIVE COMPACTION AS PER STANDARD SPECIFICTIONS. FOR TYPICAL TRENCH COORDINATE WITH PG&E � SECTIONS,REFER TO THE CITY STANDARD DETAILS,WITH THE EXCEPTION OF SANITARY SEWER. � \ 5. THE SOIL REPORT FOR THE PROJECT IS A PART OF THIS PLAN. THE MOST STRINGENT REQUIREMENTS BY SOIL ENGINEER OR GOVERNING AGENCIES SHALL PREVAIL. 5. ALL TREES,ROOTS AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO(2)FEET BELOW SUBGRADE AND DISPOSED � / \ 6. GRADING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE SOIL REPORT FOR THIS SITE TOGETHER WITH ANY OF. / SUPPLEMENTS THERETO. ALL GRADING WORK SHALL BE DONE UNDER THE OBSERVATION OF THE SOILS ENGINEER. THE SOIL ENGINEER SHALL BE NOTIFIED 48 HOURS � � BEFORE THE START OF ANY GRADING. 6. ALL EXISTING PAVEMENT REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY THE CIlY ENGINEER. � \ 7. ALL CONCRETE USED FOR ALL STRUCTURES MUST BE CLASS"A"(6 SACKS PER CUBIC YARD)AS PER STANDARD SPECIOFICATIONS AND SHALL ATTAIN A STRENGTH OF 2200 � � � \ \ 7. PRIOR TO START OF ANY WORK,CONTRACTOR MUST REVIEW THE PLANS FOR DESIGN INCONSISTENCIES AND TYPOS SUCH AS ELEVATIONS,CURB HEIGHT,DIMENSIONS,SLOPES, �� N ETC. IF INCONSISTENCIES OR OBVIOUS TYPOS ARE FOUND,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF WORK FOR VERIFICATION BEFORE PROCEEDING P.S.I.IN SEVEN(7)DAYS. ,,�� ' N o I o �-_\ WITH ANY WORK. U ��'� 8. DROP INLETS INSTALLED SHALL BE CITY OF CUPERTINO STANDARD UNLESS OTHERWISE NOTED ON THE PLANS. THE BOXES SHALL BE INSTALLED AT THE SAME TIME THE o rn N / \ �� P.C.C.CURB AND GUTTER IS INSTALLED. CLASS"A"P.C.C.SHALL BE USED. z w Q°O / - > �� / /\ \ 8. F O R A L L U T I L I l Y N O T E S M A R K E D�V E R I F Y",C O N T R A C T O R S H A L L V E R I F Y L O C A T I O N,S I Z E,M A T E R I A L,E T C,O F E X I S T I N G U T I L I T I E S,S U C H A S W A T E R,G A S S E W E R,E T C.,P R I O R T O � �o 0 y� / � / �O �y \ \ S T A R T I N G C O N S T R U C T I O N. 9. A M I N I M U M T H I C K N E S S O F S I X(6)I N C H E S O F P.C.C.S H A L L B E R E Q U I R E D F O R C O M M E R C I A L D R I V E W A Y A P P R O A C H E S A N D F I V E(5)I N C H E S F O R R E S I D E N T I A L L O C A T I O N S C 7 cn v i�� o SHALL BE DETERMINED PRIOR TO THE INSTALLATION OF THE CURBS. THE DRIVEWAY SHALL BE INSTALLED AT THE SAME TIME AS THE CURB. z Z �X'v \ \ C��p0 + � � � \ � 10. ALL STREET CURBS SHALL BE VERTICAL P.C.C.CURBS. � g ��a' ��' �� o � \ �0 \ � w � � / 11. INSTALL CITY OF CUPERTINO STREET NAME SIGNS,FOUR(4)BLADES EACH PER ASSEMBLY AS SHOWN ON THE PLANS. > •� �� ' ' �� 0 ' z � o�� N 1 �^, � \ � 12. INSTALL CITY OF CUPERTINO STANDARD MONUMENT BOX(S)AND MONUMENT(S)AS SHOWN ON THE PLANS. w �°O•a, / � � \ a � � c � ��O � � \ \ ��o�� /� 13. ALL GRADE STAKES AND LATHS REQUIRED BY THE CIlY ENGINEER SHALL BE INSTALLED BY THE SUBDIVIDER'S ENGINEER AS DIRECTED. MINIMUM OFF-SETS FOR CUT STAKES w Z ��3 � � o��. � SHALL BE FIVE(5)FEET. w �^ FG a � � � F \ � � � a ao 101.9 /' � ^ � \�o� � \ � DOWNSPOUT 14. POI REQ�RNGMMNSPECTIONORK,THE CONTRACTOR SHALL HAVE CUT SHEETS APPROVED BY THE CITY ENGINEER. NOTIFY THE CIlY ENGINEER NVENTY-FOUR HOURS(24)PRIOR � � �� - �' � � ' � �� \�O„ 1 \ D=10'MIN.** 15. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION. � � � � �� -'y 16. ONE-HALF(1/2 POUND OF DIPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT. N� � / � ��',f PATIO � ' � \ � � * S=2%MIN.FOR IMPERVIOUS SURFACE. / � � �_�� **D<10'WHEN OBSTACLE OCCURS. 17. GRADING OF LOTS OUTSIDE OF R/W ASPER TYPICAL SECTION AND FOR CROSS-SECTION,SHALL BE COMPLETED AND APPROVED BY THE CIlY ENGINEER BEFORE PROCEEDING � o s WITH PREPARATION OF THE SUBGRADE AND PLACEMENT OF SURFACE STRUCTURES ON LOTS. ALL LOTS SHALL BE GRADED TO THE STREET ELEVATION,OR AS SHOWN ON THE � PLANS,OR AS DETERMINED BY THE CITY ENGINEER. � M\ G � � FINISH FLOOR 18. NOTIFY THE CIT ENGINEER FORTY-EIGHT(48)HOURS IN ADVANCE OF REQUIRING SERVICES FOR CHECKING FIELD STAKING. AT THIS TIME,THREE(3)COPIES OF THE CUT � � � � o 'F �, SHEETS WILL BE FURNISHED. / � � � � 0 \ I SPLASH FLOOR JOISTS 19. ALL STANDARD STREET MONUMENTS,LOT CORNER PIPES,AND OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE ;D I � �S F$ FS DS , * \ y BLOCK OF THE IMPROVEMENTS BY THE CITY OF CUPERTINO. �I o � 101.9 102.0 0 0 � \ 2'� "'� - MIN.* $� 20.MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE BEFORE FINAL PAVING. �O P RT E�S��N< MIN. � � � � MAX S-5% � � ty 'f' 5� __� �- - - VERIFY 21.THE DEVELOPER SHALL PAY ALL COSTS FOR MISTURE-DENSIlY CURVES(CALIFORNIA TEST N0.216E)AND ANY OTHER TESTS REQUIRED BY THE CIlY ENGINEER DURING ��"��0 9'L�� ^ NOTE: � \ - - i i i-i i i � � STREET CONSTRUCTION. � � CONTRACTOR SHALL VERIFY PAD Q r`� -''�� w 50541 r*� N ELEVATIONS WITH STRUCTURAL PLAN � � \ + SWALE C� 22.APPROVAL OF THESE PLANS DOES NOT RELEASE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES,ERRORS,OR OMISSIONS CONTAINED THEREIN. � � � `� � FLOWLINE - - RENEWAL DATE: PATIO PRIOR TO CONSTRUCTION. ADJUST � °�� O � � �=' \ 1�MIN. �F,DURING THE COURSE OF CONSTRUCTION OF IMPROVEMENTS,PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFIATION 06-30-17 * � �,� � � �FL� , III III: OR THESE IMPROVEMENTS PLANS,THE CITY ENGINEER SHALL HAVE THE AUTHORIlY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH s Q. FL �� PAD ELEVATION AS NECESSARY ,� DS � � ,� � THE SAME IS TO BE COMPLETED. TqTF��v��o�'` 101.6 N F� o N �F CA1-�F 101.9 � �� \ \ 23.SEPTIC TANKS SHALL BE PUMPED AND BACKFILLED TO THE SATISFACTION OF SANTA CLARA COUNIY HEALTH DEPARTMENT PRIOR TO CONSTRUCTION. DS FS � �� 24.FOR ALL FIVE(5)FOOT MONOLITHIC SIDEWALKS,ALL FIRE HYDRANTS AND ELECTROLIERS SHALL BE INSTALLED BEHIND SIDEWALK. DATE: 12�29�16 �0 102.0 �iN�! � � \ 25.EACH SHEET OF THE CONSTRUCTION/MODIFICATION PLANS SHALL BE INITIALED BY THE CITY ENGINEER TO BE CONSIDERED APPROVED FINAL PLANS. IT SHALL BE THE �� NEW HOUSE FG F � � RESPONSIBILIlY OF THE CONTRACTOR,AND ALL SUBCONTRACTOR TO INSURE THEY ARE FURNISHED WITH APPROVED PLANS OR THE LATEST REVISED PLANS. � FF=103.3 FS 101.9 S o \ 26.ALL WATER LINES,VALVES,HYDRANTS,AND APPURTENANCES THERETO INSTALLED WITHIN THE CIlY OF CUPERTINO MUNICIPAL WATER UTILITY'S SERVICES AREA,SHALL BE THE ~ WALK PAD=101.0 �02.0 � F� TY P I CAL G RAD I N G AR O U N D F O U N DAT I O N PROPERTY OF SAID WATER UTILITY. z o � 101.7 NOT TO SCALE � FG � * �O/ 27.CONSTRUCTION SIGNING SHALL BE INSTALLED PRIOR TO BEGINNING OF WORK. O 1 2% 101.9 � �� 28.ANY AND ALL STORM LINES INSTALLED A PART OF THE WORK ON THESE PLANS SHALL NE CLEANED OF ALL EXCESS MATERIAL,DEBRIS AND OBTRUCTIONS. STORM LINES Q r � O '/ SHALL BE FLUSHED AS DIRECTED BY THE ENGINEER. � �S FF=102.3 � � � � � Q "� 59�� CUPERTINO GRADING NOTES: W � U SWALE C� 1%MIN.�'r � o� / SWALE C�1%MIN. 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTION OF MISTAKES,ERRORS OR OMISSIONS U � � � l �� / 1 1 X 1 STAKE C�? 4 O.C. CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS,PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY U ��P•� �T GARAGE N FG � \�P�/ OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS,THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO Z O z �; N STONE o � � FIBER ROLL ALONG THE SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED,AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRAACTOR. W U (n � o o O �� 101.9 O �a� PERIMETR OF THE PROJECT O �+ O O� c� 3„ 2. CONTACT PUBLIC WORKS,(408)777-3104,FOR INSPECTION OF GRADING,STORM DRAINAGE,AND PUBLIC IMPROVEMENTS. Q �^ � FL �' o`�' SIDEWALK 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. �/1 v � � O DS ;�� v J G � 101.2 � D� � �� ° ° . 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. �/ FF=102.05 0 � � ��o FL � .��.lU��j��aa%/��/��/��//I��'°a." e a. � � L.L DS PAVER � � ,� /�� 101.4 ��'�i� �j�%\�`r�\�j\ a 5. THE CONTRACTOR SHALL REVIEW STD.DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. � W NEW GAS SERVICE TO � � /` ��'�:�� HOUSE. CONTRACTOR o 6. UTILIZE BEST MANAGEMENT PRACTICES(BMP'S),AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY,WHICH DISTURBS SOIL. � O � TO COORDINATE WITH c� NEW D/W(PAVERS) �� 7. A WORK SCHEDULE OF GRADING AND EROSION&SEDIMENTATION CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL � PG&E � I o o� BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. sTONE �,, � / FIBER ROLL � (� U � I � � 8. ALL NEW ELECTRICAL SERVICE(POWER,PHONE,AND/OR CABLE)SHALL BE UNDERGROUNDED. �� NOT TO SCALE OO O � (� 1 9. TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. � pp / \ ,-- \ X / O / i � ��c'��1 / 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. � �o �j o/ \ �\ � � 11. A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER WILL PREPARE AND SUBMIT TO THE PUBLIC WORKS DEPARTMENT AN ELEVATION CERTIFICATE FOR THE NEW M � � �� \ �50 � STRUCTURE�ADDITION. � VARIES •• � / / � � � CITY R W 12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC WRIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC z EX.WATER SERVICE TO -_� \ �� Q REMAIN. CONTRACTOR � � o �' �`�0 1 EXISTING WORKS DEPARTMENT. TO COORDINATE WITH � � �� / GROUND WATER COMPANY IF � � �=50'55'46" , � �45' o 0 UPSIZING IS REQUIRED � 1 0 � o�, =111=111- ��-o �� o -o.00� ��r ii=iii�iimiii�iimiii�iimii�iii�� iii=iii=iii=iii=iii=ii ii=iii�iimiii�ii-ii�iii=i o O o 0 0 -rrr- =rr�rrr--rrr-rrr-rrr- -rrr- rrr- rrf 0 �� ,� ��e.g5 /� 00.3� �� 0 5 10 20 12"MIN. 4"-6"FRACTURED � �� , � ,9g, � � � � o AGGREGATE ABBREVIATION LEGEND Z o� ��P �� , � '--� �F� OVER GEOFABRIC � S�� ' �' �INSTALL FIBER �� TO BE MAINTAINED � ,� �o��-�'� � �ROLL BEHIND � � � C&G CURB�& G0�RETE -- PROPERTY LINE � � 0 o SIDEWALK SCALE: 1" = 10� STABILIZED CONSTRUCTION ENTRANCE CONC. CONCRETE CENTERLINE Q � � � DI DRAIN INLET SS UTILITY LINE-TYPE AS NOTED rI� �' D/W DRIVEWAY �/ w �� NTS �--o STREET LIGHT �, o �, � EP EDGE OF PAVEMENT z � �;J � o EX. EXISTING OELEC UTILITY BOX-TYPE AS NOTED - � FF FINISH SURFACE ❑wM WATER METER � FG FINISH GRADE � Z EX. SEWER LATERAL FL FLOW LINE D4 wV WATER VALVE AND CLEANOUT TO FS FINISH SURFACE � CURB CATCH BASIN IJ- Q PROVIDE ROCKED CONSTRUCTION � REMAIN. GFF GARAGE FINISH GRADE '^ �/ ENTRANCE.RETAIN EX. DRIVEWAY a � � LIP LIP OF GUTTER +-0-� FIRE HYDRANT LJ DURING CONSTRUCTION FOR � � P.U.E. PUBLIC UTILITY EASEMENT Q MH MANHOLE-TYPE AS NOTED � EGRESS AND INGRESS AS WELL � EARTHWORK TABLE PVC POLYVINYL CHLORIDE AS�TORAGE/STAGING OF � S/W SIDEWALK O CO SANITARY SEWER CLEANOUT EQ�IPMENT AND MATERIALS � TC TOP OF CURB � $POH- POWER POLE W/OVERHEAD WIRE �� -(� LOCATION CUT(CY) FILL(CY) EXPORT(CY) � BENCHMARK DATE: 12 29 16 O`J / / SITE 5 5 OO MON MONUMENT �' HOUSE 60 0 20o CONTOUR LINE SCALE:AS NOTED 0 0 DESIGNED BY:RW + �` TOTAL 65 5 60 -E--�- SWALE C� 1% MIN. (U.O.N.) DRAWN BY:RW ��v NOTE: SURFACE FLOW DIRECTION o � ,� EARTHWORK QUANTITIES ON THIS TABLE ARE FOR INFORMATION ONLY. SHEET j � ' CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITIES ODS DOWNSPOUT TAKE-OFF. � �12„� TREE-TRUNK DIAMETER IN INCHES SPECIES NOTED WHEN KNOWN ��1 �� \ �T1 INDIGAT�S TR�E K�Y / \ EXISTING TREE LEGEND I INDICAT�S QUANTIT7 XISTINCa TREE ON ' DJACENT PARC � PLANt 5'APARt MAX. K�Y BOTANICAL/COl"Il"ION NAl"I� CONpI7loN GALUP�R QTY. NOT�S/DISPOSITION � � S13 AND 3'+/-FROM REAR FENGE LINE. o �XISTINC=TR�ES (E)UP �� SEE NOTE NO.12,TNIS SNEET. cn � � �T1 �RAXINUS SPP. ASI-I C�OOD 3(d" I STR��T TR�� /� \� � �T � � � �T2 GUPR�SSUS SEMP�RVIREN� ITALIAN G1'PRESS C�OOD �" � TO R�MAIN � \ � � � � ET3 QUERGUS ACsRIFOLIA GOAST LIVE OAK FAIR 12"8 S° 2 ON ADJACENT PARGEL �4 � � XIStINC;tREE ON � o 0 Et4 DEAD DEAD 12' 1 REMOV� �' DJAGENt PARCE / � Et5 QUERGUS ACaRIFOLIA COASt LIV�OAK �AIR 3m" 1 t0 REMAIN.PRUNE. 000� / � � p'r ET�o POPULUS SPP. POPLAR POOR gM6 T6� 1 REMOVE a j� \ � � �� /�yo;°`�'� � \ �2�� r r w �� \�� C�0 / / N N Q m� Sl INDICATES PLANT KEl' / / \ 1 � � ❑ �o PLANT LEGEND 3 INDICATES PLANT QUANTITI' �, . �i � � � T S��NOT�NO.11 THIS SH��T. a � �� `� 1 � z �� / , \ 3 m `��' iGEY BOTANIGAL/GOMMON NAME SIZE QTY. REMARKS / '�, T Q��'� / . \ �o� 1 TREES ` � \sA �°'o L Tl ARBUTUS'MARINA' N.CN. 24'BOX 1 ♦ ` � � Ca3 \ �'F � � \ � g�� (E)6'WOOD FENCE ` V • . , \ � TO REMAIN,TYP. Q SNRUBS AND PERENNIALS . 1�" �� (� .''�. ,., �., ,...:;.�.,' :..::........':.: .:'';...: ,, :...... .',;. M Sl ACxAPANtNUS'QUEEN ANNE' LIL1'-O�-tNE-NILE 1 Ca_C_ � � 12' ,;�':...''" `:`' ,.::.:;..:.'.., "..w':�,:''."'�.�` .':`::... NEADER B ARD \ O ,.;' , . M S2 NEMEROCALLIS YAR'S. DAl'LILI' 1 Cx_C. 14 MIXED Ev'��'N vAR's , j :'..:".. �'. .'':..:::.,:;::�:.,''.... °:.;.:'..::.: ,:, t1'P.,SEE 2/L-3.1 M S3 ANEMONE X H1'BRID JAPANESE ANEMONE 1 C�.C. 5 W Z � M.!�'!`.-� F',4�Ia. :,. . M S4 NANDINA DOMEStICA HEAV�NL1'BAMBOO 5 C�.C. 2 � �� ' ,. GQNG:...:..• ,,...,. r , � • ' ... � ,..,.,•., L S5 Xl'LOSM,4 GONC�EStUM N.C.N. 5 C�.G. 2 � , ; v � `'''�''..' •. ,�...'''''`,•.... ;:'.`:..:.':..•'•:.. `'.:''.'.:'..".,...'.,.,'•'.•;•.'•:•' ''••'' L S6 PIttOSPORUM t.'1�ARIEC�AtA' YARIEC�AtED tOBIRA 5 C�.G. � /I ,,: �•.. - . \ PLANt 5 APARt MAX. � W� ... � � AND 3'+/-�ROM REAR�ENGE LINE. L S� PNORMIUM X'APRICOT QUEEN' NEW ZEALAND FLAX 5 C�.C. 2 . :''.`'��'' � U � ;. L SS RNUS LANGEA AFRIGAN SUMAG- STANDARD FORM- 15 Ca.G. 4 r'vGREEN SHRUB-MIN.6�Nic�u � /� ,:,.....,.. � � `, � `" ' SEE NOTE NO.12,THIS SHEET. J ,�� .. w J U L S9 GUPRESSUS SEMPERVIRENS ITALIAN GYPRESS 15 Ca.G. 9 SGREEN SHRUB-MIN.6�Nic�u � / � \ , S13 w M Sl� AZELEA SOUTHERN INDIGA VAR'S. AZALEA 5 Cs.G. 1� / C�1 L.:��1:�.� _ g N�F�� L S l l R A P N I O L E P I S I_'D A N C E R' I N D I A N A W t N O R N 5 C a.C_ 3 (E)UP � �� S E�� P� � � - S12 DELEtED - - � `° ' �`' ' `` � GoN�' �n � � / �� ''�.:...� ♦ v�Ew V J � O M S13 PITTOSPORUM T�NUIFOLIUM N.C.N. 1�Cz.C. 2� SCREEN SHRUB-1�IIN.6'HIGH �' � 3 ��... , w z v � =, .�..;,� � w � '�'� °a � > c� � � �, . "� �.. ♦ C�ROUNDCOVERS � I ' • . . � Z . ;... ' C�� ` 1 � � � ,.:� C. t....�.'t.,," ','.'.I�:.. '' "... :. �'..' '� _ L C�1 D1'MONDIA MARC�AREtAE N.C.N. �LAtS AS REG2. SPACE tRl.a 12'O.C. ON,C..':,,.:';:" z � PATI�,...... '..: �>. M C�2 �RACaARIA GNILOENSIS BEAGN StRAIUBERRI' FLAtS AS REG2. SPAGE tRl.a 12'O.G. � N C�3 SOD LAUJN.DOUBLE-DUJARF TALL FESCUE MIX SOD AS REQ. !�'?:? :..'`' ''`I�'' ' ''' /� .'' ' ' / � ; ... ... - Ca4 BARK MULGH ONLY.UJALK-ON BARK - 3"DEEP MED.CaRIND FIR BARK �� . � � / / \ � � - Ca5 CaRANITE FINES ROCK MULCH i4��to ous 4'DEEP lUA?ERED,4ND COMP,4CtED �'\.'. � \ W � � � � z r I �, N� \ � PLANT 5'APART MAX. S9 ' I �� :': �`.' � AND 3'+/-FROM REAR FENCE LINE. g � � / ''.'�'... ISTINCa TREE O \ NOTES SEE NOtE NO_12,tNIS SNEEt. � NEW RESIDENCE � � '�' DJAGENT PARCE 1 "LUUCOLS'INDICATES"LUATER USE CLASSI�IGATION OF LANDSCAP�SP�CI�S"2�1��DITIDN BY THE CALI�ORNIA D�PARTI"I�NT O� ' F.F.103.3 � /� �.:; ` \\ / ��J"'." � / LUAT�R R�SOURCES.vL=vERY LOW,L=LOW,M=M�DIUM,N=NICxN. � � S� S3 �Ej� `' � \� � 1 2 � � 5'. 2.S��EXISTING TRE�L�GEND�OR INFORMATION ON DISPOSITION OF TH��XISTINC�TREES ON SIT�. �p�e'� CONC., �� _ � � � ��''�' Y �G�NO�'�e � � _ _ �� 3.A WAT�R CONSERVINC3 AUTOMATIC IRRIC3ATION 575T�1"I WILL B�PROVID�D�OR ALL N�W TR�ES AND LANDSGAPE PLANTINC3 AREAS 5 �GO��' �Q, S3 " SS PLANT lm'APART MAX. CONFORMINC�TO THE CITY OF CUPERTINOS LANDSCAPE WATER�FFICI�NCY REQUIR�MENTS. EXISTINCz LUAT�R S�RvIC�IS BY CALI�ORNIA WAT�R SERvIC�. ��1�� 2 \ 3 S�� P.J�•• 4' AND 18'+/-FROM FENCE LINE. 5 �� `:� SEE NOtE NO.12,tNIS SNEEt. 4.LAWN TO B�DOUBLE-DWAR�TALL��SCU�SOD. (E) S TR U C TU R E , �~��-�� sz 5.INSURE TNAT AN 8"LAY�R OF NON-GOMPAGT�D SOIL IS PRESENT IN ALL LANDSG,4P�AR�AS. AD�ACENT � GR�,VEL �(� �2 Q�. � �' �7t��vE �� %� C�.S��SEPARAT�BUILDINC�DRAUJINC�S FOR ADDITIONAL INFORMATION. S� � °��' ` � �.NO INVASIv�PLAN7 SP�GI�S AR�TO B�INSTALL�D.ANY EXISTING INVASIvE SP�GIES OR NOXIOUS WE�DS SHALL B�R�1"IOv�D�ROI"I TH� GARAGE � _ ,Q. :. k�o PROPERTY P1z101z TO THE NEUJ LANDSCA1�E INSTALLATION. (N)GATE F.S.102.05 c�� '. ��k � � �. � a � 8.LANDSCAP�AR�A.INCLUD�S AR�A WITHIN�XISTINCz R�AR F�NC�AND FRONT LANDSCAP�S�TBACK AREA. n � o v I�I � ~W a��c� LANDSGAP�AREAS AND NYDROZONES: � � (N)GATE �� Q � AR�A I-FRONT YARD LANDSCAP�PLANTINC� 1,��5 S.F. ) I I I PAVER � i'�U� 1 AR�A 2-R�AR YARD LAUJN 935 5.�.C21�+�-) EXISTINCa Pl'RAGANTHA I I I v �� HEDCaE ON ADJACENT I � L_----- • ------- • -------� Sll O U w� AR�A 3-R�AR 1'ARD PLANTINC� 2,(d6�S.F. � �� 3 W w � AR�A 4-SOUTHEAST SID�YARD PLANTINC� I��S.F. PARGEL I �I � � � � � AREA 5-NORT�I SID�YARD.UNPLANTED. 3�m 5.�. i I �r ��II T2 Tl S��NOT�NO.1(d,THIS SH��T. �U m � A R E A G-�1�O N T Y A R D C�1 z Av E L 1�A T 1 0 g(d 5.�. I�l I Il .�iTCiJE � , � �� W TOT,4L ON-SIT�LANDSCAP�AREA 4,49�5.�. I I \� / Q � �,��-�� g�� S� �w � � I L�FC II�l[=V I�/i Y ,�� O ■ 9.THE FOLLOLUINCz LUILL B�REQUIRED PRIOR TO FINAL OGGUP,4NGY: T3 � I �\ 'r'A;vER �� I / Q p�N 9a.TH�PROPERTY OUJN�R SHALL REGORD A GOv�NANT ON TH�PROP�RTY�OR T�I�NEW TR��S/SHRUSS PLANT�D�OR PURPOSE OF R�QUIR�D 2 � �� % I � S�o �U O� R�PLACEI"IENT TR��S,PRIVACY PROTEGTION,AND R�QUIR�D�RONT YARD TR��. ` �� I \ � Q W� 8" � O p 9b.�OLLOWING GOl"IPL�TION O�GONSTRUCTION,AN AF�ADAVIT FROI"I AN ISA-GERTI�I�D ARBORIST SHALL BE PROVID�D CON�IRMING THAT TH�N�W � � ` � �� i'� � �� z z� p / / Q o TR��S HAVE B��N PLANT�D PROPERLY AND AGGORDINCx TO PLAN. � � I , � ._ _� � �� 9c.,4 CERTIFI�D LANDSCAP�PROF�SSIONAL SHALL CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER TH�LANDSCAPING AND IRRICzATION SYSTEMS � -��'� F� i d'So 46 s�° 2� � �d � � t,4. 3(d�� o H A v�B�E N I N T A L L�D P�R C H A P T�R 1 4.1�C L A N D C A P E O R D I N A N C�).T H��I N D I N C z O F T I-I�A E M E N T H A L L B E C O N O L I D A T�D I N T O A �\ LANDSCAPE INSTALLATION R�PORT PROVID�D TO THE PLANNINCx DIVISION. �Z„ J 1 __r____--- 5„ 2FTHIGH � -� STUCCO WALL 9d.T�IE PROP�RTY OLUN�R SNALL SIGN A LANDSGAPE 1"IAINT�NANG�AGREEMENT PER C�IAPTER 14.1�ILANDSGAPE ORDINANC�),PR�PAR�D B7 TN� / O / `DE A�-�"•, ;..•.."•.•.'"r.. '.; ".., CITY,AND R�CORD IT LUITH T�I�SANTA CLARA CO.R�CORDEIz'S OF�IC�.TH�PROP�RTY OUJN�R SHALL CONTACT TI-I�PLANNING DIvISION IN ADvANCE -�1�G S " ,' , , °. � .. �� R� OI OF TH��INAL TO PRPAR�TH�ACsR��MENT. / , .--�/' l�}RpL�E�C� �� . . N 9e.A C�RTIFI�D LANDSCAP�PROFESSIONAL SHALL PROVIDE A LANDSCAPE AND IRRIC�ATION MAINT�NANCE SCI-I�DULE P�R CI-IAPT�R 14.15 CLANDSCAPE - ORDINANGE)TO TH�PLANNINCz DIVISION. ! � q. ��T� S4' �I " SCp►LE: �IB�_��0� PLANTING � 2 9f.A PLANNINCs DIVISION INSP�CTION IS R�C.�UIR�D TO v�RI�Y�XT�RIOR ri'IAT�RIALS/FINISHES,TRE�S,LANDSCAPINC�,ANo S�T��,o�K. PLAN I�.THE PROPOSED N�W FRONT YARD TR��IS B�INC�PLANT�D BEYOND THE FRONT YARD S�TBACK IN ORD�R NOT TO CONFLICT U11TH THE�XISTINC�LARG�ASH P R f� G C 0 U R T STRE�T TRE�.ISA,4RBORIST�WE-�138A.GHARLES u11LSON. GON�IRM U11tN PUBLIG UJORKS tHAt AN1'NEUJ PLANtINCa IN tNE�RONt 1'ARD RO.W.IS ACCEPtABLE. N�scqp BY�CW II.THE�XISTINCz LARCzE OAK TR��IN THE REAR YARD GREATLY EXC�EDS THE THE HEICzHT,SPREAD,AND CzROUJTH RAT�O�THE CI1Y'S APPROvED PRIVACY ��-P' F9 SCRE�NINC�PLANT h'IA7�RIALS.ISA ARBORIST"LU�-�138A.CHARL�S UJILSON. _��`' �'c�y ��B' v CHARLES WILSON%� DATE:01-17-17 12.tHE PROPOSED SCREEN SI-IRUB PL,4NtI1�1CsS APPE,4R ON tl-IE CItY'S"PRIYACY SCREENINCs M,4tER1,4LS-NON-DECIDOUS SHRUBS'LISt.SPACINCs IS AS � N0.1682 c`�-> PER TI-IE'PLANTINC�-DISTANCE-MAXIMUM'. *`'"°`'�`5�'' ~ Signature SJ,E�.3-31-17��Q' 9��F CA�-�E�� ■ SHT._OF_� REVISIONS IRRIGATION LEGEND SYMBOL EQUIPMENT DESCRIPTION GPM PSI LAWN 4"POP-UPS WIT11 PRESSURE COMP.PRECISION SERIES SPRAY NOZZLES e � 0 TORO 570Z-4P-OT-I 5TT,11,Q-P I 5'SERIES I.45,I.I,0.53 40 -_/� Z 0 TORO 570Z-4P-OT-I 2F-P I 2'SEPIES I.35 40 � \ � � * , > � w , � � z 511I�UB 6"POP-UPS WITI1 PRESSURE COMP.PRECISION SEI�IES SPI�AY NOZZLES � 0 � Q 0 TORO 570Z=6P=OT=I 5TT,11,T,Q=P I 5'SERIES I.45,I.I,0.72,0.53 40 � / (E)UP � i/2 � U � � � m TORO 570Z 6P OT 2F,TT,11,T P I 2'SERIES I.35,0.9,0.7,0.4G 40 _`�� / � / � � TORO 570Z-6P-OT-I 2TT-P I 0'SERIES o.63 40 / \ 3i�� v � ^ G� I-1 R fll TORO 570Z-6P-OT-BTT,11,T,Q-P 8'SERIES 0.34,0.26,0.20,0.14 40 � w /� \ N ❑ B 0 TORO 570Z-6P-OT-4X30 SST,4X!5LC5�RCS-P STIZIP 11EAD5 0.62,0.32 40 ��o�/ � \/ o � /9�o,h��/ o, �� \ a � z PRESSURE COMP.BUBBLERS ON 2"POP-UPS \� a$ �/2 � � / 5 I.0 � / � \ � TORO 570Z-2P-FB-200-ADJ-PC2.00 ADJUSTABLE FLOOD BUBBLER 0.0 TO 2.0 40 I° 5 5 3/4 1 6 I.0 � � // \ a�� O so. �� 5.83 �� 'o� I 4 I.0 \ Q% • s, VALVE NO. �� 8 76 - /3ia / � , iiz � ��o U PRECIPITATION RATE IN 7 I.0 2 � 3 i� �!2 \ \`s'oG �o- KEY: 5 I.0 � INC11E5 PER 110UR `�� IRRIGATION LEGEND(CONT�D.) VALVE SIZE �� 25.5� GPM �� 6.43 , � -- �� \F (E)6'WOOD FENCE w O I/2 ♦ �� 3/4 0 �`�' . . .. ,... 3�� TO REMAIN,TYP. SYMPOL MANUFAC. SYMBOL DESCRIPTION .�� `• ''••' .''.; .. - ,::;.':...` - �\ � , \ r . /, . '; , � � ---- T NEW PRESSURE MAINLINE PIPING. I ; �` . \ W ;. .. , ....,.... : . , . SCNEDULE 40 PVC. SIZE AS NOTED. 1 8"COVER. `•.. �..:••'`,;' ,...: ;., .•'':..,:. •.�"... �.`..,;.:.,,.::. \ U � ,' ° Dy � � ....�... � .�...�.:;. ..>PAT�fO. .:..:......... ... � � J � CLASS 200 PVC LATERAL PIPING. � � ' ' I � ..: .. , ; . .. '. 1j2 � J C.� SCIIEDULE 40 UNDER PA.\/ING. SIZE AS NOTED.I 2"COVER / I/ "' `•''' '' , 3/a ,• . � GQNC;.. f , ' , , . w � , \ � � � ...... .. ---- - SCIIEDULE 40 PVC SLEEVE FOR CONTROL`J��IRING.SIZE AS NOTED. / � ':< .''.• ,,,�.`:, , � � � / 3/4,. , \ � � . / . ,.,:il.�•.,:; � � - FEPCO�325YA-BV-I"REDUCED PRESSURE BACKFLOW PfZEVENTER. , �/ � i�,2 "' i 2 \ �� z O / �"' "�:,' sl� \ w w V ��M - EXISTING 5/8"DOMESTIC WATER METER.CALIFORNIA WATER SERVICE(408-3G7-8200). E UP /� ,, \ ��2 � > v �� 3/4. �. (� 8 �.� aol . .. , ' . I/2 li2 •. 3/4 v � TORO CONTROLLER MODEL TMC-2 I 2-I D I 0 STATION INDOOR MOUNT CONTROLLER WITI1 A MODEL � �, °' ,.. , \ Z � � TU�iRS WIRELESS RAIN SENSOR.U/ALL MOUNT AS DIRECTED BY OWNER. � 3�4 3I 3/�F � y � � � �^ \ '� �,2 P.O.C. _ POINT OF CONNECTION AT DOMESTIC\NATER LINE INTO 110USE.CONFIRM LOCATION. � M � , Y ' ~`•'..3!a'`. y�.:'• �i� 3i4 \ \ � � 40 P.S.I.MINIMUM REQUIRED AT P.O.C.-CONFIRM PRIOR TO INSTALLATION. � �'�',,.'t.',. ''••,.I�•' •' " "' '•'''' ��''. � � (� � (3N,C:,:,....:;" 00 � F�;4T1�'.::�.I.:....: ::. '..::. �::.. r IKf�ITf�OL 700 SERIES REMOTE CONTROL VALVE.SIZE AS NOTED. z � j ' , � .�".�..,'•.'.::.` ::f �`�' /2 � . � p / \ � � �,� a , \ � , ' --� � IRRIGATION NOTES: �'� "�F ' � \ ;.. �. __ �� O l.I HAV�COMPLI�D LUITI-I TI-I�CRIT�RIA OF TI-I�UJAT�R CONSERVATION IN LANDSCAPINC�ORDINANC�AND APPLI�D THEM } � � � O" \ I;.... � NEW RESIDENCE � � �` AGGORDINC�LY�OR TI-I�EF�IGI�NT US�O�LUAT�R IN TH�IRRIC�ATION AND LANDSGAP�D�SIC�N PLANS. � F.F.103.3 � � �.:; ` � ' ` \ ��•.'�" 2.IRRIC�ATION IS LIMIT�D TO B�TLU�EN S:mm PM AND 1�:��AM. O� " �.�/ � 5�� GqNC.. .��'�'''.�', IRRIGATION WATER BUDGET CALCULATIONS: ��,�.: The following is an outline of the irrigation water requirements we anticipate for the new Maximum Applied Water Allowance: P.O.C. i 2 �b••. residence project at 18660 Pring Court.These calculations are provided as requested under the 3i� -- ��`•' ' water efficiency requirements for this project. We have calculated below what would be the Maximum Applied Water Allowance(MAWA) 3 �•� �`�P for the landscaping on this site based on criteria developed by the State for the"Water �� I.4 3�� ii� This project consists of new landscape and irrigation in conjunction with the demolition of an Conservation in Landscaping Act". �E� S TR U C TU R E , � � �''. existin residence and the construction of a new residence in its lace. � , �' 9 p ADJACENT �.:.. Q�....:.. � Ass u me: ,�U;��. ,'1 2 I.0 I� ,GRAV�L F��. ��?' � � c� I o 0 Landscape and Irrigation Design Statement: -Annual Evapotranspiration(ETo)=46.3 inches(based on data from CIMIS,zone 3). � GARAGE � '.0 ��.',f� 4/ .�:' �,`� �� -Conversion Factor from inches per square foot per year to gallons=0.62. ' F.S.102.05 B .��..3� � O: ��,° Q � The landscaping for this project is planned for a site that already had some existing landscaping -Landscape Area(LA)in square feet=4,490 I' ' •O k ��U CONTROLLER z " � �'� V� �� and irrigation,all of which is being removed and replaced with new.The site is level.The site -0.7 Reference Evapotranspiration Adjustment Factor for new landscape. I I.0\ C 3i� �� S ecial Landsca e Area SLA in s uare feet=0 � � T has over 2,500 sq.ft.of total landscape area. -p p � )� q � ��; �� i�,, � O W J o0 LJ 7.7 Vi4 iz �.. , � w � The new planting and irrigation system has been designed to current water conserving MAWA=(ETo)(0.62)[(0.7xLA)+(0.3xSLA)] � \\` �'� � �,� standards includin ( )( )[( � )( )1 1 MAWA=46.3 0.62 0.7x4 490+0.3x0 I" g� 1=..-L-=-°-_�_-�-__•---�-•�------,�- PAVER �U � � U MAWA=90,223 gallons peryear. � � _-=�_-�-_-_-�,'_'-'--_-•-�-•----�-, �� w 1)Primarily drought resistant plantings grouped by hydr�zone. � �• �--_--� i,; ��_ 3,G Q � 2)Soil mulching for water retention and weed control. I �� • �W Q ' 3)Irrigation zoning. Estimated T�tal Water Use(ETWU): I I /� 3�4 \ i�' ' �� 4)Microprocessor style controller with repeat cycles and water budgeting features. I I �� ,�,� �° Q o�N 5)Low volume precision type irrigation spray heads. Assume-as above plus: I .�T..�JE `� Z U�o � i;2 co I / O c1�W a� -PF Plant Factors: � \ � As such,we feel that the actual water use for the landscape irrigation on this site can stay � ` ❑p within the Maximum Applied Water Allowance. 0.7 for lawn area,turf type tall fescue in full sun.Valve Zones 4 and 5. �� IF�I�\i i_�v��l1Y a �Z z� 0.45 for new low and medium water usa ge tree,shrub,groundcover areas i I i �\ 'r'A,JER �� ; `� �Q�� in full sun.Valve Zones 1,3,6,7 and 8. �, J � 0.25 for new low water useage shrubs and perennials in the shade.Valve Zone 2. -J `I ,;� � T 0 for non-irrigated areas. 0 � '� \` � �� IRRIGATION SCHEDULE: � �Li j ' �► ✓,-_--- \ �o� -HA Hydrozone areas.See Planting Plan for Landscape Areas.. � � ,, �, / The following is a base-line irrigation schedule for a maximum-use week(mid-July).It is to be / 3�� 935 sq.ft.for lawn. I I , ii�� `� evaluated and adjusted seasonally and empirically as needed to insure plant health and to � ��_- - '-' '- � i;z / � / 3,165 sq.ft.for new tree,shrub,groundcover areas. � mimimize water waste.The irrigation schedule takes into consideration: _.�� a �� -Evapotranspiration rates 390 sq.ft.for non-irrigated area. � I -1 i O 'S°sa6,R`45 l o -Hydrozone water requirements -IE Irrigation EfFiciency of 0.7 for high-efficiency precision spray heads. � _J � �4p�o -Depth of root zone _ ''---'--- i i� o -Soil water holding capacity ETWU=(ETo}(0.62)(PFxHA/IE) � �� ;;%- `�• ' -Allowable s�il water depletion amount ' �S�pE.A -Soil infiltration rate Lawn Area. � ��(��..;:;:::;':''.:''. .', -Irrigation precipitation rate ETWU-(46.3)(0.62)(0.7x935/0.7) � L�E��RB ': � �� I R R I G A T I O N 26,840 gallons peryear. / -�i�" :��}RQ. �� Valve Stations 5 and 6-Lawn Areas ; � � N P LAN Three starts per day,5 minutes per start(15 min.lday),two days per week. Tree,Shrub,Groundcover Area. ' ETWU=(46.3)(0.62)(0.45x3,165/0.7) SCALE: 1�8"=1'-0" NDSC Valve Stations 1,3,6,7,and 8-Shrub areas in Sun. ETWU=58,406 gallons per year. ��-P q�'F9�� BY:CW Three starts per day,8 minutes per start(24 minuteslday),one day per week. Non-Irrigated Area 4. / �,_ �� B� ETWU=O ' P R f� G C 0 U R T v CHARLES WILSON� Valve Station 2-Shrub areas in Shade. � N0.1682 y DATE:O�-�7-�7 c,�,lis G.,%.4aa� Two starts per day,5 minutes per start(15 minutes/day),one day per week. * Signature * Summing the above quantities yields an Estimated Total Water Use(ETWU)of 85,247 s�,Fxp.3-31-17��- gallons per year.This is less than the Maximum Applied Water Allowance of 90,223 gallons ��F CA`\�o� L 2 1 per year. SHT. OF � REVISIONS PLANTING NOTES 1.The work as indicated on this plan includes all labor,materials,tools,equipment,and services required to complete the landscape planting as shown. o `_ SEALED CONNECTORS LANDSCAPE WATER-BFFICIENCY CHECKLIST 2.This project consists of new landscape planting and irrigation associated with the construction of a new house.There is an 24"EXPANSION LOOP. � co�,��,��t,t��,z-��,,�t,��t„�,,a��,�•,�� existing house and landscaping on this site which is all to be removed with the exception of several trees as shown on the plan. ° ioauororr�.a�en��e aos.�;�.ssox/Fax4as.��.ssss CONNECT 70 CONTROLLER. PLASTIC VALVE BOX WITH Cupertino,CA 950�9 planning%?cuportino.org COVER. INSTALL LEVEL. CUPERTINO �,«v:��uPer��°°.°rsiE>�an�,�« 3.It is the Contractor's responsibility to insure that the latest revised set of Plans is being utilized at the time of the landscape o L�L�S `� o TRIM STAKE ABOVE TIE. A Q�� R��L G ,�,,,osc��so�u�e�.�Y installation.Contact the Landscape Architect for confirmation of current revision number and date.After the installation,any ° pplicantName: � FIGURE 8 RUBBER TREE TIE A7 HEIGHT AS REQ'D TO �a, changes necessary to conform to the current Plans may be the responsibility of the Contractor. y c.c,y„� z SUPPOR7 TREE. erojectsitenddress:t`bbCo`O f'R�t�C� G-T, Phone:��'�o��"GICcD2 � FINISH GRADE rotai�at,as�a�,e ,a, �,�.a,a.��,,,,,.,,,, �; �;,t� { ,r�, 4.Clear all new planting areas of rock,clods,and debris greater than 1'�in diameter,rake smooth to drain.Unless noted otherwise, 2"DIA.LODGEPOLE PINE 7REE STAKE. 3"DIA.ON 24" eat.i:r;in a lan is a e i tallation.�I la ids � �a does N REMOTE CONTROL VALVE B�X AND LARGER TREES. Z aYea 5 uarefeet o n�, �-,��,�,.,k,,,,rs�t�,,,,a,�, st tu�t.;s,e,,,�5 Provide 2%minimum positive surface drainage in all areas.Do not drain towards buildings.No low spots holding standing water �(SEE LEGEND). o a �s,F i �'t j k i t°P '°� 'ks will be accepted unless noted otherwise. � z PLASTIC"ARBOR-GUAR�°IN LAWN � TurfArea: � S Z1 Iti+J-- th ��.i F cu I is�_v ii1�th r�o,. SCH.4O P.V.C.MALE- � AREAS. � 3qcy r�o^'-p�+�+r F `{i� c� �iai{�+ v�c r1 i-} `�k }� ADAPTER. - 2"LAYER MULCH. HOLD AWAY FROM TRUNK > Non-furff lantArca:3 !p"P�f'�� Curf 1�rounA o�er suifacc consisling ol non-naltic gras.�� .5.FI(le grQC,�e 501�t0�� below tOp Of CU�bS QIIC�WQ��CS at planting areas. � w �t.�i �� n i a,:,i i i x ��SCH.40 P.V.C.ELL TxT FINISH GRADE TEMPORARY WATERING BASIN AT EDGE OF � t�nt�y�� r s pc n��g ss ec�teseut��ca LATERAL LINE �� ROOTBALL EXCEPT LAWN AREAS. sPe"a"-�„`'S`a e^rea: '� �� *,E'FS� � ��r . ° i 6.This drawing is based on a Site plan provided by Studio 61 Architects in July 2013,a Topographic Map by RW Engineering,Inc. 1° ( ) � �ti'atexFeaturewetsi�rEace.ar�a: �� s'�5� E ��i 5'�f ' }�'s� �SCH.80 P.V.C.NIPPLE SURFACE AMENDED SOIL SEE SPECIFICA710NS � ,f,��f,�„a� � ��,�a� ��t�r ° ��e,��,��r from Oct.2016 and a field evaluation of existing conditions by Wilson&Associates performed in November 2016. o 00 000 00 000 00 000 o ROO7BALL "" " " � k�te.n�aK�c ai�u- op o0 0 0o LENGTH AS REQD. :; 3 z r� y,rea mi a P kr��rs�b�cr�i i ��,i, � �p O��OOoQ O��pp� °�p� � FER7ILIZER TABLETS-6/24"BOX,4/15 GAL.,2/5 GAL.& � NOTE Itl..1.-E..e-.d 2 UU q It.�l�nd�.I 4 l�'':�.t tt3l.h�lt1��requin�.il�tnolnnds�ap�n�.rsprupused,ei�ter 3��SCH.80 P.V.C. -- 1/1GAL. � 7.Plants shall be as specified in the plant list on the plan,true to species and variety,and shall be healthy,vigorous root stock,free -SCH.40 P.V.C.TEE OR n.i,��e;��,ay��eedd��e�ct�c�mes;g��c„�eni��xa�u,ei,o�m�oru,�s o� NIPPLE. � o � UNAMENDED SITE SOIL BELOW 12". Lanas�a�r�am�te� ��usr�ment5 rroe�tc�m liance of insects and disease.All plant stock shall be procured from a state certified nursery.Any plant delivered to the job site which is ELL OFF MAIN LINE SxSxT. c� v a � p UNDISTURBED- found to be not true to name or in unsuitable condition shall be removed from the job site and replaced with suitable stoCk. NOTES: SOIL -- - NOTES: � zurE ro��c��r e.ta��„orcxceec��sMorrre��nas�.,pe 'j3�ves J 1. COMPACT SOIL 3'PEA GRAVEL - -- - 1. TREE STAKE TO BE LOCATED ON PREVAILING WIND SIDE. U a��T,��izsusqa.�r<�tEec,wt>;dir��rr�s�esser�n.�rr.�. LOOSEN SIDES AND 2. SOME CONIFERS AND OTHER TREES MAY NOT REQUIRE 8.Quantities noted in the Plant Legend are for convenience only.Verify the quantities as per plan. AROUND VALVE � ) � BO7TOM OF PLANT PIT. STAKING. ?,il porhuns oE turf areas shall be wiAer than eight(R)teet. 1 es B�X T�SA M E 2X DIA.OF � W T�=r��r�,tsi�=eaJ�su�n��Pa�osi�E,e1„o�P.�eea��,��s;a �ve< 9.Prior to starting construction,the Contractor shall inspect the site.Report any discrepancies between this scaled drawing and the DENSITY AS ADJACENT ROOTBALL 3. PLANT SHRUBS SIMILARLY WITHOUT STAKE. N Q 4. WATER WITHIN 2 HOURS TO ELIMINATE AIR POCKETS. i � No„=ru� ��z�so,a,�on-��tn=�.,5,,,,u��s+sto�nAt��o= �rvr. �., actual site conditions to the Landscape Architect for a design decision.Coordinate tree planting with underground utility locations UNDISTRUBED SOI�. i�w�w,i��E>i,�,�s. �,,,� y,�. o f ,�,� ��„�� ' to avoid conflict.Report any building or freestanding signage,or overhead utilities not shown on these Plans that may conflict with 2. INSTALL VALVES �� I�/� xya��nes ��Sw« ��a�w�� as,�,��Kr��,Pe,�t,,�„ �,-�s ❑, the tree or shrub locations shown on these Plans,or their future growth.There are often underground utility vaults,above grade iN GROUND covER C 0 N T R 0 L VA LV E �� °� a � z sPi�P�tN��v+ �5+�� r��r+�-,� utility boxes,fire risers,backflow preventers,light poles,fire hydrants,fencing,concrete footings,field changes to the site or AREAS WHEN ''a� " '� buildings,or other items not shown on these Plans that may conflict with the planting as shown.Some field adjustment of plant POSSIBLE. N.T.S. � N.T.S. r�;gat,onsyst�m s�scemssn,unee�s��+�a��u��,v,ee�om�„�m�� ,,Cz �,., material may be necessary and is allowed,but the final location of all plant material is at the discretion of the Landscape Architect. water H�,iste(e.g.,runofC,Low head dmn�nge,overs}rap). Lolv-volume irngation shall be utilized in non-TurF areas. ,'r`��"°„s',a,�°°``°"`°`„'`"'ee""'�t,°°`s°ts°°P`° ' � `''' 10.The Contractor shall be responsible for any damage resulting from his operations and shall replace or repair such damaged work and 10:00 am s�� ,�„��,,,�,,,,�.r<.�x,,<<s�;�,,,,E,��r„�„-��,»,,A,��,��,�5�,� Q Yps �,., at his own expense.Coordinate all work with other trades working on the site to avoid conflict. shall h�.�ailnhle in�Ianlyd areTs. . .. .,.. . _ s��an,e��,e��s,s�,�h�s��,n,�s�o�re�«��,sha��he �YP3 �� 11.Insure that any necessary tree removal permits are obtained prior to removal of any existing trees.Existing trees to remain shall be P''`"" '�``eC' �'°�`°�' �°"a;"°°s�` rotected durin construction er Cit Standards and as recommended b the Landsca e Architect Consultin Arborist. a�o�e�_� �a�a.a ,•ha�.F f��e ro,th� ,.i .t,_ .:� P 9 P Y Y P � 9 se(ectedF�lanLs. ' �F�� Mui�h ��n;��nt��-��-�n��,�a��r��r�n��,.s�,��e,�a��r�� ,,�s i�,, 12.The trees and shrubs shall be planted at the location matching the center point as marked,or the center of the circle,as graphically CONTROLLER,SEE °°�'�exp°Se�S°;'s"``�"$°r}�'°""g"`°s,�."'"�, drawn on these lans.Trees shall normall be lanted o osite arkin lot stri in as shown.Pa close attention to coordination LEGEND. SHRUB/GROUND COVER AREA. T«raordv��cse�3;nga,pr�acto„��.g.�i,�eras��a�. ��.�, . ._. . .i p y p pp p g p g y �,�„w,,��f�,4�+�=,n��,r�.n,ar;��,��s�r«7��.ra h»,n�ea�,aio�-�,�cer.,seF,�acs,��,g�honefh<�e„�y,a�,aocne,as}e��or of exact plant material placement at architectural or site features such as windows and walls.t � HEADER-ROUGH CONST.HEART water-efficient landsceping.I certify Hiat the intprntak o i Freovided on tl�is checklist is correct,and the installed lundscapecompfies REDW00�. USE 1-2�X4,�R with the requirements of Chapfer 14.15.I also understand tli�at an}'�hanges m the project will necessitate a new i�hecklist. rl . 13.Use all means necessary to protect plant materials before,during,and after installation and to protect the installed work and 2-�"x4",OR 4-1/2"x4"oN �� _ Z�_�-� BUILDING WALL _��v. �'sN�_��A^[z��c� 1- materials of all other trades.When it is not feasible to install plant materials immediately,they shall be protected and maintained CURVED AREAS. OVERLAP JOINTS - -�= �� ''=�--� �' ' '- --- ---- ""� in good condition.Nursery stock in containers shall be watered regularly and placed in a cool area protected from excess sun �S°ON ALL LAMINATED SECTIONS. Q "`?"'� and wind. w V �TURF AREA. TO 120V POWER X � _ .�--`�--��'V O 14.Prior to planting,a systemic herbicide shall be applied to all weeds.After cultivation,all shrub and ground cover areas shall be SUPPLY. IN CONDUIT. Q � treated with a pre-emergent herbicide as recommended by a licensed Pest Control Advisor and applied per the manufacturer�s � Z ublished instructions. p PVC SLEEVE. a0 - � � PAINT TO � � SCAB 2°x4"JOINTS WITH 1"x3��x2� � J � 15.All areas to be planted shall have nitrogen stabilized soil amendment(6 cu.yds.per 1000 sq.ft.)and the following fertilizers spread MATCH WALL. ROUGH REDWOOD. SCAB TO BE 1" w J w and rototilled into the top 6 inches of soil: BELOW FINISH GRADE. � 16-6-8 at 15 Ibs.per 1000 sq.ft. FINISHED GRADE Q w � rt,�sa��;sc��Fie«,«,�d,,i��, � ,�:F� �Ei, i ��: i �„�i c F,�r� n�,��f,i�_�a�� Soil Sulfur at 10 Ibs.per 1000 sq.ft. 1"x 2"x 12'ROUGH REDwOOD � (� rnP«p�nsesPto�;ae�w�i�h�z�-�r�,.�f�t��,��r��„ �,i�e�;,�e,��r,,,��i�.,�,�i��aFE�sge��rau,o„$�G��•�<<.�mtne A roximatel 30 da s after lantin,Ammonium Sulfate 21-0-0 shall be uniforml broadcast over the soil surface at the rate of -------- srnKEs aT 4'o.c.Mnx. �Ess iF � � ordinance'swaeer-efficiencvgoa��- pP y Y P g � � y � ^ � 5 Ibs.per 1,000 sq.ft.when the landscape is dry and watered-in promptly with a thorough irrigation.Repeat again in 45 to 60 days. REQ'D.). rn z � The above amendment recommendations are not based on a horticultural soils anal sis.If an anal sis of the final landsca e �'�� ------- ----------------------- Y _ Y, P, NOTE: CURVILINEAR HEADER BOARDS ARE TO HAVE ApplicantComments � DSL SOI�S IS performed prior t0 the landscape installation,review Ofly amendment recommendations that drffer from the above with the A SMOOTH FLOWING CONFIGURATION WITHOUT w w � 5`-! '�� '�RT'�� Landscape Architect for possible modifications to this regime. ABRUPT TRANSITIONS BETWEEN CURVES. `�n O ��-(-Z1 C�t�'n Or� �L}�S NOTES: � V U SN-�c-� L-t,t ,�� L-3.� 16. Mowed lawn areas shall be'Bonsai'double dwarf tall fescue mix sod(or approved equaQ where noted.Install as per grower's 1. SEE MANUAL FOR MOUNTING INSTRUCTIONS. z published instructions.Sod shall be healthy and vigorous,free of insects,disease,seeds and thatch,and cut within 24 hours of DIRECT BURIAL WIRES TO � � delivery.Joints shall be butt tight and staggered with no spaces greater than 1�4 inch in width. Install parallel to grade contours. 2. ALL WIRING 10 BE INSTALLED PER LOCAL CODE. CONTROL VALVES. q �p p q � � z Water the sod thoroughly and roll to a smooth,even,well-drained surface.Keep all sod areas moist for a minimum of 10 days after ��D W o�� /�D�IfC D�/�R� installation.Repair all low spots,and re-sod areas that did not take. � � � - _.�__----____.___.--.__.___.._____.____._ N... st�ffr�°=li��lt=�n 5t::.r'i�°r„°a':',�;3 17.All shrub and ground cover areas shall be covered with a 2 inch layer of single course grind shredded redwood bark(gorilla hair). � ��R�GA,�10�1 CONTROLL�� 6 Z co , Apyr,..; Submit a sample for approval by the Landscape Architect prior to spreading on site. �p - N.T.S. � 1�,�n,,,,,,<,�,�: 18.Plant all ground covers within 1 foot of shrubs and 18 inches of all trees.Unless noted otherwise,ground cover is to be planted � in all shrub planting areas even if there is no ground cover call-out symbol. ��-5i�,,,,<<„�� t° -- 19.After planting operations have been completed,the contractor shall remove all trash,excess soil,empty plant containers,and -- --- -_ ---- F t,;e,, ,,,.. other debris from the work site.All scars,ruts,and other marks in the area caused by the planting operations shall be repaired and the entire site left in a neat and orderly condition. #mo�ie A F�ortio� f tl.lan is�E.�d;ir�� `�I�I n.s t��itli similar ti��n-.r n�.��1t.A h}dmz.nne m�'., �2�M I N. o dornon-ir��gat I. �8��MAX. �<<ne;r,;gar�on n,"rEi«,��,.��rt,;,r;��,�,�t��cnro�z�i„s�sr<<,��rr«n�„�;oriarr,ii��,e:• 20.There shall be inspections during the progress of the work as required,an inspection to begin the maintenance period,and a final �olunie emitteu suehi as.iri}�onc.l 6uL hlers.Ce[tain ratary entittets z.�tgned for Itighly eHicieiii . 2 1 � ��c��,,,a�,a G,ku,c�•d m,rrs��c�•��,�c�-r��s��i�i�,�,c5,�„��s�s�b��„��,a�<i;n cn�s��h�;n��,.,: inspection.Upon completion of the landscape installation,and upon approval of the Landscape Architect or Owner,the Contractor 8 2 � ��t,�,rti,�ri�,,,,�n�;c�r��. shall request a final review and acceptance of the work by the Landscape Architect or Owner.There are also special inspection � Q +�,use Pi�nt.a}��„t sFe�,�s Y,n�}SE aem,��,�er:�tti��ater��eta5�Ye��,,,F�ac�t��e��,ct,i��ai�u,,.,ce a�:� requirements required by the City.See separate notes. 1 ��nd�t�ons such th ft rr,gt lar ziiF}��emental�ri i�;at i n iK n-_tre��uired to susCam the plant atter it llas L� �st�bl�shed.1nV sFecics J�sificd� i iy I n s ter se�i I luu��at i use"bti WLCULS,h t��,.. - ;�i�n�a11y nil'�u�tileil plAn!la�l,�f 0.[7 i�i�iiij;li Ll�,Iiall 1�:i�tr�t��i ally dmn�ed a lov�e�ater u,ce f�lai�L - n3 nt 1��lant irl�i�nc��,i i F��il i 3�.f��iivi j�.tinn F�r the l�ur}��e�f thi di�.i��n,th�[e� �r_fer t plant�nd�enoi to the��astal ran�es of C iihat and'Vorthern��Jitornia,-�nd more spe�ihi- �11' LAWN 4"POP-UP SPRINKER �_i�ch pl�nts thak zzc suitcd.0 th��ecolu��t Nzc preseiit or hi_Iarie natu.tl coinmunity ut[h�pr�� . I R R I V AT I O N N OT E S O HEAD-SEE LEGEND .�.��,tv. �.l�xsdscipcare� �narea tt}i�!and aE�l�dic�t is�leh•roedibleplants,arcasirrigatedwith O FINISHGRADEOFLAWN ;ix.,crr,�,-,cerre,c�r,5��5�� evde+�4,��.,�,�i,Yt�x.a"E�a�«c�a��a�c��iay-su�h,5�Cks, 1.The work as indicated on this plan includes all labor,materials,tools,equipment,and services required to complete the landscope p P� � Oj SPRAY NOZZLE(SEE IRRIG.LEGEND) �;�ir��„��.F,3„a��i,�•�c��Er,��•;� jF�,��„hsurr:9ie. irrigation as shown.The irrigation system shall be installed by a licensed Landscape Contractor who shall obtain all necessary O3 P.V.C.ELLTxT -imdco�er urf�c consist�nhc nonniurnias peiesihz�iscusto�nnt}inowed Annu . P2fI71itS and pay 0��required fees. 12�� MIN. Oz FINISHGRADE �.}.ntucky�lt c vn s,p�rtnni.l-��eF r3 s r.i fr c i�ci t;ill f s�ie i�e e�amE I��c t e 1 se�.� . O4 MARLEX$TREET ELL TXT � B�rinu.ita griss kikuyt gi�uc,s�3 hoi pi_p3liin Se.,4i te t�e�;ra oysia�,a��nd h� � O3 6'SHRUB POP-UP(SEE IRRIG.LEGEND) �--.ie warnrs ason turl gnsses 5 3 2.This system is partially diagrammatic and does not necessarily indicate all offsets or fittings required for a complete system. 3 Q s'SCH.80 PVC NIPPLE .�,.4ure.A lanis aF e desiFn�leme.t�I �p<.n ate pE.�t�t+an a.esthehe<�re.cieatinnal fui, . O q PVC LATERAL PIPE �:��tealtiresincduieponis loutit'�in�s.c atiYai!s�+ii�thfi�.ialtih�rams.Alsnincludes.spasand�:��. 4 ;,��oi5c�„t��,�,<<��,�ti c �,i�-t.,,,,��<<sti�-r;Y«.n�,�,�,��,ui��-i�a,��5.r�s,��,v�2iUsns. 3.Adjust all heads to provide proper coverage and to eliminate excessive overspray.The Contractor shall be responsible for complete a Qs SCH.40 PVC TEE OR ELL SxSxT 6 Qs SCH.40 PVC lEE SxSxT(OR ELL) -facearea Tl�esirhearc�olth�rtpoitici7��Fate�tc�tur�thattunctimistorontainin.�tEr,si.i< <�. OIIC.�LlI11fOfIT1 COV2f0 2. 7 6 O 8 � ur[��i,(, rv in�1��I .�>>d�'.. �.,�f.in a,n>,Hi.i tci urr, .h tl�i�i- . g 7 PVC LATERAL O MANUFAC1URm SWING JOINT 4.This system is designed to operate on an existing static water pressure of at least 65 p.s.i.,and an available water supply of ° 5 O7 MARLEX STREET ELL W o � 9 g.p.m.;verify prior to construction and notify the Landscape Architect if less. No�: �a SCH.SO PVC NIPPLE �w �•� SIZE OF NIPPLES AND FITTINGS 5.All irrigation equipment shall be adjusted to avoid conflict with utility boxes,electroliers,fire hydronts,etc.See separate drawings SECTION/ELEVATION SHALL EWAL INLET SIZE OF HEAD. OS BUILDING WALL(IF OCWRS) � Q � for further information. SECTION/ELEVATION � ��U�� NOTE: INSTALL SPPoNKLER AT ~ }� 6.Exercise extreme care when trenching near existing trees to prevent root damage.Hand trench If Il2C2SSOfy. FINISHm GRADE O U W� J W � 7.Prior to starting construction,the Contractor shall inspect the site.Report any discrepancies between this scaled drawing and the �~Y � actual site conditions to the Landsca e Architect for a desi n decision. » _ � p g �A W N �" P 0�-�J P � SHRUB 6 POP-UP 3 ��m w 8.All work is to conform to state and local codes. N.T.S. N.T.S. Q ■ 9.The Contractor shall be responsible for any damage to existing facilities caused by or during the performance of his work.Repairs �w pQ shall be made at no cost to the Owner. � � O � 10.All pipe shall hove a rock free uniform bed the entire length of each line;otherwise bed in sand or other fine rock free material. N 5nake all pipe in trenches at the time of installation.Lines under paving shall be installed at a 24 inch minimum depth with a 95% �U�c�o minimum compaction sand backfill. �W� REDUCED PRESSURE O� o� 11.Solvent weld all plastic pipe as per manufacturer's published instructions.Use primer during irrigation supply line installation. Use BACKFLOW PREVENTION �z Z CO double lapped teflon tape on all threaded connect�ons. ASSEMBLY, SEE LEGEND. J g �o � . 12.All valves and as much piping as possible shall be installed in planting areas.Common trench where possible with a minimum � �_ horizontal distance of 4 inches between lines and with no line above another.Flush all lines prior to installing heads. NIPPLE. LENGTH A5 REQ'D. � 13.Pressure check the main pressure supply line with valves installed prior to backfilling and repair as required. TO POINT OF ELLS CONNECTION. 14.The Contractor shall conduct an irrigation system coverage test prior to planting.There will be a final irrigation inspection PVC, GALV., C.I., SCH. 4� PVC ADAPTOR conducted by the Landscape Architect prior to the beginning of the ma�ntenance per�od. BRASS OR N� � � COPPER AS PER � 15.If ony irrigotion heads suffer from low head drainage,install PVC in-line check valves equal to"King Bros."below each head as _ _ _ _ necessary to eliminate drainage;or install sprinkler head bodies with built-in check valves. LOCAL CODE. - - - - 12"x12"x12" P.I.P. CONCRETE 16.Control wires shall be UL approved direct burial wire of#14 size minimum.Leave 24 inch excess coils at all valves,turns,and at 11�� I��ll THRUST BLOCKS 200 foot intervals.Gather wires into bundles and tape at 20 foot intervals.Lay wire next to the piping when possible. -��1=I' TO VALVE� NOTES AN D <' �r_ 17.Install the controller as located on the drawing.The Owner shall provide 110 voltage service to the controller.The Irrigation � Contractor shall make the final hook-up to the controller. DETAILS :a 18.Attach a typewritten legend inside the controller door stating the areas covered by each remote control valve. 19.When the construction work has been completed,the entire work site shall be cleaned of all debris and rubbish resulting from the BY�CW operations,and left in a neat and orderly condition. NOTES: �p,NDSCqpF JOB: 20.The Controctor shall provide the Owner with a clean set of marked prints as"as-built"drawings.Also supply the Owner with o 1. CONCEAL UNIT BEHIND SHRUBBERY IF POSSIBLE. �,0 9-p � C� DATE:O 1-1�-1� manual showing all manufacturer's names,catalog numbers,catalog cuts,and technical data for all equipment. 2. SIZE OF NIPPLES AND FITTINGS SHALL EQUAL SIZE OF BACKFLOW PREVENTER W= ti U CHARLES WILSON m 3. ALL WORK AND EQUIPMENT TO CONFORM TO LOCAL CODES. y 21.After the system has been completed,inspected and approved,instruct the Owner's maintenance personnel in the operation and � �0�5�6��, c� maintenance of the irri ation s stem. * * g Y Signature � IPJ,Exp.3-31-17 �Q- ■ 22.The Contractor shall guarantee the entire irrigation system for one year from defective materials and workmanship.Repair the ��C K�� q�'pF�A��FO�� system and any damage to the site at no cost to the Owner. sHT._oF_� N.T.S. REVISIONS