RM-2021-031 Stamped Plans Co munity Development Departent
PROJECT DATA: FLOOR AREA DIAGRAM: Planning Division - Cupertino
FU RESIDENCE DRAWING INDEX: APPLICABLE CODES: cus'eRTI APPROVED
6665 CLIFFORD DRIVE, Case RM-2021-031
CUPERTINO, CA 95014 2019 CALIFORNIA BUILDING CODE /; (E)6'H.FENCE,TYP. � cn (E)TREE TO REMAIN.
AO TITLE SHEET/SITE PLAN 2019 CALIFORNIA RESIDENTIAL CODE 558"49'47"E 60. 0' 2 `� DBH:6"-8",TYP.OF(7) Application Number(s)
sa-r" 14'-10° 6" Al DEMOLITION FLOOR PLAN 2019 CALIFORNIA MECHANICAL CODE
SINGLE STORY, SINGLE FAMILY RESIDENCE Appr al B dy: Director/ Staff
CONSTRUCTION TYPE: VB - NOT SPRINKLERED A2 PROPOSED FLOOR PLAN 2019 CALIFORNIA PLUMBING CODE HO HO HO HO o F O - HO
OCCUPANCY GROUPS: R-3, U A3 EXISTING AND PROPOSED ROOF PLANS 2019 CALIFORNIA ELECTRICAL CODE z 0 z Zo '�'\, Appro al D to 12/09/21
p 10'PUBLIC SERVICE U w I
ZONE:�.ry R1-6 A4 EXISTING AND PROPOSED ELEVATIONS 2019 CALIFORNIA GREEN BUILDING CODE CALGREEN W c a E)CONC.PATIO. OVERHEAD
UTILITY Si na re Erika Poveda
( ) EASEMENT W O(
A5 EXISTING AND PROPOSED ELEVATIONS 2019 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) u1 0 6'0' g
LAND USE: LOW DENSITY( DU/AC.) Y z o TO THE HOUSE
APN: 369-26-012 1-5 AD�LTIQ AREA o A6 PROPOSED SECTIONS 2019 STATE OF CALIFORNIA TITLE 24 ENERGY REGULATIONS o a ¢ c Case Manager
0 D.
a 22 S.F A7 PROPOSED MEP PLAN ~ D.S. N 200
w 5'WIRE CLEARANCE
C1 BOUNDARY&TOPOGRAPHICAL LAND SURVEY o `�_ EASEMENT � EMP
LOT SIZE: 5,998 SQ.FT. CALGREEN RESIDENTIAL CHECKLIST 2 N ° -PROVIDE sWALEs
T-224 ENERGY REPORT AND CALCUCONSTRUCTION BEST LATIONS - PAR T PRACTICEST1 AN +0 2 � 60'X 256RO2 PROPOSED
BACKYARD
A0'EA1,2oo F � ADDtTIO�-AREA 5%s E W/2%MIN.SLOPE
RM
TOTAL EXISTING LIVING G ARE SQ.FT. T-24 ENERGY REPORT AND CALCULATIONS - PART 2 (E)TREE TO �� �' 223 S.F. ` 5 WATER U
TOTAL PROPOSED LIVING ARE 5� OP -A WATER RUNOFF
TOTAL LIVING AREA ADDED 356+223 7- 7=577=SQFT-
REMAIN.DBH.8"
(E)GROUND�� �4�� � 6
a S-0 GENERAL STRUCTURAL NOTES D.S.
(E) GARAGE AREA: 489 SQ.FT. (NO CHANGE) a J
(E)HOUSE LIVING T S-1 FOUNDATION PLAN AND NOTES Designer
�CLSTI,,,G-FLOOR-AR€A��,928 SQ5T AREA(1,439 S.F.) S-2 CEILING FRAMING PLAN AND NOTES Q
PROPOSED FLOOR AREA: 2,505 SQ.FT. S-3 ROOF FRAMING PLAN AND NOTES 3'-0" 4 D.S.
SD-1 STRUCTURAL CONSTRUCTION DETAILS z z
TOTAL FLOOR AREA ADDED: 356 + 223-2 = 577 SQ.FT. U
�� a SD-2 STRUCTURAL CONSTRUCTION DETAILS ° EAVE OVERHUNG,TYP. F
F'ROPOSED FtdNT pE7F:Ct� 43�.f: -' SD-3 STRUCTURAL CONSTRUCTION DETAILS ? DOWNSPOUT,TYP. W Linda Lin
MAXIMIUM,F-LQOR,A-REA-Rf�TI,Q-ALLOWEQ: o/ REMOVE(E)Llvl G SD-4 STRUCTURAL CONSTRUCTION DETAILS o
L
NG FLOOR AREA RATIO: 32% SPACE 2 S.F. 6675 CLIFFORD DRIVE 6665 CLIFFORD DRIVE 6657 CLIFFORD DRIVE 6525 Crown Blvd. #41068
OSED FLOOR AREA RATIO: 42% STRUCTURAL CALCULATIONS } o San Jose, CA 95160
E ADDITION PERCENTAGE TO EXISTING HOUSE: 30% ® Y w EXISTING HOUSE AREA � lindal.desi nstudio a mail.com
a (E)GARAGE AREA J
1,928 SF O g _g
AD 10 ON-AREA (489 S.F.) < Z
FIRST STORY MAX. HEIGHT ALLOWED: 28' M a 356 S.F.; PROJECT CONTACT INFO: (E)G.M.
PROPOSED MAX. HEIGHT: 14'-2" 7 ° b
2 CD Project Name
PROPERTY OWNER DESIGNER w o
Projc..t Data Tab�c W M
ARIANNA FU LINDA LIN - o
Lot Size 5,998 s' zo 650-625-7189 408-627-1299 M
6665 CLIFFORD DRIVE, 6525 CROWN BLVD. #41068 Z I✓ T-T' DEMOLISHED a Z
Project Data (sq. ft. unless otherwise noted) CUPERTINO, CA 95014 SAN JOSE, CA 95160 ' AREA 2 S.F.
i tL g,_2„ D.S.
Floor Area -
2 FLOOR AREA DIAGRAM CONTRACTOR STRUCTURAL ENGINEER I s Mw.
Existing SETBACK
Living 1,439 T.B.D. BO ZHANG 2 CMBINED 1
Garage 489 (2-car garage)
SCALE: 1/16" = V-0" ADDRESS: 408-752-2777 D.
Existing Floor Area 1,928 NORTH 1590 OAKLAND RD, #B212 I D 6-6" Z r,
9'-8" 5% W
SAN JOSE, CA 95131 A A IN• 1�
ETBACK 4 356 S.F. ACK r
Proposed EXISTING AREA PROPOSED AREA ApD EA I MBINED 15' co INED 1 O ICI 0
r (� Q
Living 0 HOUSE LIVING AREA 1,439 S.F. ® 2,016 S.F. a 577 S.F. � s'-r'
Addition 577 0 GARAGE AREA 489 S.F. 489 S.F. 0 �F. D.s.� D' 1�1
Garage 2-car garage) a a a s° (N)CONC.PA IO W ^
HOUSE FLOOR AREA 1,928 S.F. 2,505 S.F. 577 S.F. sLOPE a
Proposed Floor Area 2,505 0 Ds.p� zo'BSBL
- - - - EXPAND CONC. Z ~ 0
Floor Area Ratio(%) o_ Y - _� DRIVEWAY 0
SCOPE OF WORK: Q /�
SHEET NOTES REMOVE(E)FENCE WITHIN w co p 44 Z
Existing 32% w (N)PLCQ WITHIN F
Proposed 42% 20'FRONT YARD SETBACK Z N Z BUILDING'S FOUNDATIONco
v) TWO-FEET FROM THE l.,- M w ram■ I-1I F�)
z (E)CONCRETE j w I4 t 4
4 1. (N) REAR ADDITION (223 SF) =KITCHEN
1. ALL FENCES ARE EXISTING STANDARD 6' HT. RESIDENTIAL FENCES. REMOVE FENCE I ¢ g REFER TO DISTRCT ,`b STANDARD DETAIL 2/A1 DRIVEWAY 0 (JLot Coverage2. (N) FRONT ADDITION (356 SF) WITHIN 20' FRONT SETBACK AREA. NO PROPOSED FENCES. o3. REMOVE (E) LIVING SPACE OF ( (E)GROUND N wExisting -4.,(N)FRONT PORCH (43-S-F) ® 2. ALL EXISTING TREES WILL REMAIN. NO TREES WILL BE REMOVED. 1 � 20'-0" z
Living Area 1,439 5. REMODEL 3 BATHROOMS (157 SF) I (E)a°m PVC O
o E 2"PJ GAS LINE SEWER LATERAL
A MINIMUM GRADE SLOPE AWAY FROM FOUNDATION N FOR A MINIMUM DISTANCE E F 1 ( > N58°49'47"W 6 .00'
Garage 489 6. REMODEL KITCHEN (121 SF) � 3 U 5/° G S O O OU O O U S C O 0
7. REMODEL OTHER(1,078 SF) FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. (R401.3) EXCEPTIONS: ' x U
Front Porch 22� (E)TREE TO REMAIN DB 4". NTRACTOR SHALL
8. UPGRADE MAIN ELECTRICAL PANEL (200 AMPS) A) IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INSTALL DRAINS OR SWALES I PROTECT(E)TREE NOTR ROOTS FROM ANY (E)CONC.SIDEWALK
E ve verhun �58�� 9. (N)A/C UNIT/CONDENSOR TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. DAMAGE.TREE PRO ECTION SHALL BE INSTALLED`
PER CITY STANDARD DETAIL64.
Reserved Garage Area 10. RELOCATE/ REPLACE FURNACE B) IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE
Existing Lot Coverage 2,413 11. FULLY SPRINKLER BLDG SLOPED A MINIMUM OF 2%AWAY FROM THE BUILDING. O (E)PARKSTRIP (E)PARKSTRIP
® 12. REROOFING AT THE EXISTING ROOF (220 SF) (E)170 WATER MAIN (E)W.�
4. EXISTING AND PROPOSED DOWNSPOUTS FROM THE ROOF ARE INDICATED ON 1/A0. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Proposed INSTALL SPLASH BLOCKS AT ALL DOWNSPOUTS TO ENSURE ROOF WATER IS DIRECTED
Living Area NOTE: AWAY FROM THE FOUNDATION. ANY EXISTING DOWNSPOUTS THAT CONNECT DIRECTLY TO
Living Area Addition 577 a THE STORM DRAIN SYSTEM SHALL BE DISCONNECTED AND DIRECTED TOWARDS
FRONT YARD AREA: 1,441 SQ.FT.
g A) FOR ALL NEW WINDOWS: MAX. U-FACTOR REQUIRED IS 0.3; MAX. SHGC REQUIRED IS 0.23. LANDSCAPED AREAS. FRONT YARD IMPERVIOUS AREA: 691 SQ.FT.
Garage REFER TO 1/A2 FOR NEW WINDOW SIZE AND TYPE. FRONT YARD IMPERVIOUS AREA RATIO: 48%
Front Porch 43 5. IF THE PROJECT DAMAGES THE CITY'S SIDEWALK, DRIVEWAY, OR CURB AND GUTTER AS � � CLIFFORD DRIVE
ave Overhung 3 B) NO EXISTING TREES WILL BE REMOVED. RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO
Proposed a ge 9 REMOVE AND REPLACE ANY BROKEN CONCRETE (EXISTING OR DAMAGES BY THE PROJECT)
C) ENGINEER-OF-RECORD TO PERFORM SPECIAL INSPECTION FOR SHEAR WALL NAILING AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN ENCROACHMENT PERMIT WILL ALSO
Lot Covera a /o
a OF 4" O.C. OR LESS. BE REQUIRED.
o (E)SEWER MAIN SS-__ SS-_ SS Revisions By
Existing 40% 6. CLIFFORD DR IS RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN
CENTER LINE OF ROAD
PLACE FOR A PERIOD OF THREE YEARS (EXPIRES 11/3/21). HOWEVER, EXCEPTIONS CAN BE 07/29/21 L.L.
Proposed 48% GRANTED WITH PROPER PAVEMENT RESTORATION SUCH AS SLURRY SEAL. THEREFORE,
Oz ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEMENT.
09/ 12/21 L.L.
7. THE USE OF COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT
CITY STANDARD NOTES AND DETAILS SHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL Z 10/18/21 L.L.
COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL BUILDING PROJECTS. SITE PLAN
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT 8. WHERE POSSIBLE, DIRECT STORM DRAINAGE FROM REAR OF PROPERTY THROUGH AO SCALE: 3/32" = 1'-0" V ® 10/28/21 L.L.
OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION, AS AMENDED), AND GRASS SWALES TO THE PUBLIC RIGHT OF WAY.
STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OF CUPERTINO STANDARD NORTH
DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE 9. NO NEW LANDSCAPE IS PROPOSED. FRONT YARD AND BACKYARD ARE ALL COVERED \i
SPECIFICATION, AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE WITH DIRT EXCEPT THE EXISTING DRIVEWAY. PUBLIC WORKS NOTES
CITY ENGINEER.
2. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF 1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR Drawn L.L.
THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES,
CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTING IMPROVEMENTS, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF Check
PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CONSTRUCTING IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR
CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE 04 Date 05
HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE / /21
THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE
OWNER AND/OR CONTRACTOR. SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR Scale Noted
CONTRACTOR.
3. CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPECTION OF GRADING, STORM
DRAINAGE, AND PUBLIC IMPROVEMENTS. 2) CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPECTION OF GRADING, STORM VICINITY MAP: PROJECT AREA
DRAINAGE, AND PUBLIC IMPROVEMENTS.
4. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. Drawing Name
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA)AT 811 TWO 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. zs ass 2
(2)WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THE UNDERGROUND
FACILITIES. 4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ,` TITLE SHEET
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. '�. /SITE PLAN
5)CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO i' E
6. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
6) UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE
7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL
ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
QP
7) A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL m ° Cc
8. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE
RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. PERFORMED BETWEEN OCTOBER 1 AND APRIL 15. -
9. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR
PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE FINAL INSPECTION. e
PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. ps -
N= �, 2E
9) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY 0�3, <�o - m Sheet
10. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
INSPECTION. ��
10) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE a F a�
11. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM Wt n
FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. THE PUBLIC WORKS DEPARTMENT. AO
�x �,d Vie°aka r�ca.s«
E
12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM
THE PUBLIC WORKS DEPARTMENT.
Co munl y Development Departent
Planning Division — Cupertino
�CUPERTI APPROVED
Case RM-2021-031
Application Number(s)
21'-3" ol 8'-4" 2'-5" 13'-6" Appro va I B dy: Director/Staff
USEABLE REAR YARD AREA: 1,220 SQ.FT. ® Appr a I D ite 12/09/21
Signa re Erika Poveda I
% CUPERT/NC SANITARY DISTRICT CaSeManager
REAR ADDITION AREA:223 SQ.FT.
RELOCATE (E)200 AMP
ELEC. MAIN PANEL LID MARKED "SEWER"
MIN.AREA REQUIRED:20'X 60'LOT WIDTH=1,200 SQ.FT. I 5' MAX
I GRADE
C1220:-:1,:200:S:QF:T.OK ® EMP
I F_ I -
y EQ 12'-0" EQ 2'-2" REMOVABLE AP PVC THREADED
60'-0° m g
lo
Desi ner
io � SET CHRISTY BOX ON
o Z ~ TOP OF BRICKS LAID
g - W RADIALLY OR 8'xa"
ROCK
OF ��
a (E) MASTER BEDROOM N o W il. vERncAL - 3/4• CRUSHED ROCK
w h (E) BEDROOM 1 RISER --- -- -�
Ill w W Linda Lin
N REMOVE (E)VANITY, m W 1/e BEND 6525 Crown Blvd. #41068
(E) LIVING ROOM PLUMBING FIXTURES 0 45' WYE San Jose, CA 95160
N IIII AND WALL/FLOOR TILE i H lindal.designst d o@gm il..com
ADDITION AREA
223 S.F. IIII —c PLAIN END R3/4 ANGULAR
m PVC SOR20
z W
(E)CLOSET E CLO T COUPLING
BAND SEE Project Name
/(E) MASTER BATH BAND COUPLSEE
ING NOTE 3
NOTE 3 e' TYP
REMOVE (E)VANITY, _ EXISTING PVC OR VCP
iA (UPPER LATERAL)
PLUMBING FIXTURES ___ -------
AND WALL/FLOOR TILE (E) HALLWAY#1 /� ----------- -----------
TO MG4/N
6665 CLIFFORD DRIVE C(Z �
C 4' MIN
EXISTING HOUSE AREA CAB. / F —1 7 Q T
1,928 SF - _H./ L FAU / � O�_J J Fo� NOTES.
Q (E)G.M. G = 1 . ALL PIPING AND FITTINGS SHALL BE PVC SDR26. ..� w
Y IIII co
W IIII `n 2. CLEANOUT BOX SHALL BE OLDCASTLE PRECAST F08 WITH F08C FOR NON-TRAFFIC
J E BATH 1 in AREA AND G05T WITH G05CT IN TRAFFIC AREA OR APPROVED EQUAL. O W Fy
IIII RELOCATE TO 3. CONNECTION TO LOWER SANITARY SEWER LATERAL N
z A. EXISTING LATERAL— MAKE CONNECTION TO EXISTING LATERAL IN GOOD CONDITION �/ W
o X� - (E) DINING ROOM ^
� � ATTIC ABOVE \ � J AS DETERMINED BY THE ENGINEER WITH MISSION CLAY "ARC SHIELDED", FERNCO Z F�1
w w IIII Y1 "SHEAR RING COUPLING" OR APPROVED EQUAL.
REMOVE(E) B. NEW LATERAL- SEE DETAIL 6 FOR LOWER LATERAL. CONNECT LATERAL WYE
LIVING H DIRECTLY TO LOWER LATERAL A w ,`
SPACE 2S.F.® - W / 4. CLEANOUT,ONCE INSTALLED AND APPROVED BY THE DISTRICT, BECOMES PRIVATELY V
o J O L_ / PLUMBING FIXTURES E OWNED AND MAINTAINED BY PROPERTY OWNER. Q .� O
N C
O
w AND WALL/FLOOR TILE r�
_ �xx (E) BEDROOM 2 w
9_$, 5'6" IIII IIII ' PROPERTY LINE CLEANOUT DETA 7 W w j
ADDITION AREA MIN.
s'Mw. 356s.F. (E) KITCHEN �� IIII W ( ) IIII DR. BY: DATE: T-1
Bv: �aTE: USETBACK CO NEDK15' O E BEDROOM 3 iB os/oa/2o2o 05/04/2020 os/oa/2o2o
COMBINED 15' REFRIG. �/ U APPROVED. BY: —' DATE
W
REMOVE (E)CABINETS AND \/
(N)CONC.PATIO IIII Io COUNTERTOPS, APPLIANCES, /\ � x U
IIII PLUMBING FIXTURES AND
WALL/FLOOR TILE
IRR STANDARD PROPERTY LINE CLEANOUT
I � /
IIII �
L / I Al NO SCALE
REAR YARD DIAGRAM �w� -
� L -1
Al SCALE: 3/32" - V-0" 2
NORTH I
I GENERAL NOTES:
I
- 1. THESE PLANS AND DESCRIPTION OF MATERIALS SHALL GOVERN
THE EXTENT OF THE WORK TO BE DONE. ANY DISCREPANCY BETWEEN
(E)2-CAR GARAGE b� THESE DOCUMENTS AND FIELD CONDITIONS MUST BE CALLED TO THE
04 o ATTENTION OF THE DESIGNERS AND STRUCTURAL ENGINEER. ANY Revisions By
DISCREPANCY NOT REPORTED TO THE DESIGNER AND ENGINEERS
WILL ABSOLVE THEM OF ANY RESPONSIBILITY. 09/12/21 L.L.
15'-2" 6'-1" I 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DESIGN AND
INSTALLATION OF ALL TEMPORARY BRACING AND SHORING PRIOR TO 0 10/28/21 L.L.
THE REMOVAL OF ANY SUPPORTING STRUCTURE.
01 23'-4" 3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS MUST
REQUIRED 20'X20' FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE
GARAGE OUTLINE SUBMITTAL OF BID PROPOSALS AND CONSTRUCTION.
4. THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR THE
0 SATISFACTORY COMPLETION OF ALL WORK IN ACCORDANCE WITH THE
PROJECT PLANS AND SPECIFICATIONS.
5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS.
ANY DISCREPANCY SHALL BE BROUGHT TO THE DESIGNER'S Drawn L.L.
ATTENTION IMMEDIATELY.
24'-2" Check
6. DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR FACE OF
CONCRETE UNLESS OTHERWISE NOTED. Date 05/04/21
7. TYPICAL DETAILS APPLY WHERE NO DETAILS OR SECTIONS ARE Scale Noted
PROVIDED.
8. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE MOST
CURRENT ISSUES OF THE C.B.C., U.M.C., N.E.C., AND C.B.C.,AND ALL
GOVERNING LOCAL CODES AND ORDINANCES. ALL THOSE WORKING Drawin Name
1 DEMOLITION FLOOR PLAN ON THE PROJECT MUST HAVE THE REQUIRED LICENSE AND g
Al EXPERIENCE.
SCALE: 1/4" = 1'-0"
9. ALL ITEMS INDICATED ON PLANS ARE NEW AND INCLUDED IN THIS DEMOLITION
NORTH SCOPE OF WORK UNLESS OTHERWISE INDICATED AS (E)- EXISTING. FLOOR PLAN
LEGEND
(E)CONSTRUCTION
— (E)CONSTRUCTION TO BE DEMOLISHED
Sheet
Al
Co munity Development Departent
30'-1" 14'-10" CALGREEN NOTES: KITCHEN NOTES: Planning Division - Cupertino
CUPERTI APPROVED
EQ. T-4" EQ. ELECTRICAL REQUIREMENTS:
1. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN A.) DEDICATED CIRCUITS FROM MAIN OR SUB PANEL TO APPLIANCES (DISH, DISPOSAL, Case RM-2021-031
8 9 SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF Application Number(s)
RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR MICROWAVE, ETC.).
RELOCATED 200 AMP ACCEPTABLE METHODS PER CGBSC SECTION 4.406.1 B. 2 20 AMP SMALL APPLIANCE BRANCH CIRCUITS AT COUNTER TOPS GREATER THAN 12" IN Appr a I B dy: Director/ Staff
1 -0 3-0 EL C. MAIN PANEL WIDTH AND SO THAT NO POINT ALONG THE WALL LINE IS GREATER THAN 24"TO ANY OUTLET. 12/09/21
Cl 2. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED Appro a I D to
w O WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS AT THE TIME OR ROUGH PENINSULAR COUNTER SPACES AND ISLANDS REQUIRE AT LEAST ONE OUTLET.ALL KITCHEN I
veda
INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE COUNTER TOP OUTLETS SHALL BE GFCI PROTECTED. Signa re Erika Po Case
HEATING AND COOLING EQUIPMENT. CGBSC SECTION 4.504.1 Case Manager
PROVIDE A MINIMUM OF (2) 20 AMP DEDICATED BRANCH CIRCUITS FOR THE KITCHEN PER CEC
3. CGBSC SECTION 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. ARTICLE 210.11(C)(1)
4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS SHALL BE C.) CALIFORNIA ENERGY CODE (T-24, PART 6) DICTATES ALL LIGHTING FOR HOMES AND
N MASTEF BEDROOM COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. BUSINESSES. ALL KITCHEN LIGHTING SHALL BE HIGH EFFICACY (FLUORESCENT OR LED), CENC
4.504.2.2 PAINTS AND COATINGS. PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH 150.0(K)(1)(A). PANTRIES OVER 70 SQ. FT. SHALL ALSO MEET THIS REQUIREMENT. RECESSED
0 1019 VOC LIMITS.
O 4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT
CAN LIGHTS SHALL BE I.C./A.T. (INSULATION COVER, AIR TIGHT).
(N)CONCRETE 14 z WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS.
LANDING W/STEP. J 4.504.2.4 VERIFICATION. DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC PLUMBING REQUIREMENTS: Designer
U LIMIT FINISH MATERIALS HAVE BEEN USED. A.)DISHWASHERS ARE REQUIRED TO BE PROTECTED FROM CROSS CONTAMINATION THRU AN
MAX. RISER 7.75"H APPROVED AIR GAP 1"ABOVE SINK FLOOD RIM, REGARDLESS OF MANUFACTURER'S
0
o a> 4. NO CARPET SYSTEM WILL BE INSTALLED. SUGGESTED INSTALLATION.
< 21'-3" 10'-9" ® T-4" 9'4" ® 5. NO RESILIENT FLOORING SYSTEMS WILL BE INSTALLED. B.) ISLAND PLUMBING SHALL BE IN ACCORDANCE WITH C.P.C. Linda Lin
9 w w 6. COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY C)ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN 6525 Crown Blvd. #41068
7 FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING TABLE 1701.1 OF THE 2019 CALIFORNIA PLUMBING CODE. CGBSC SECTION 4.303.2. San Jose, CA 95160
SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MECHANICAL REQUIREMENTS: lindal.designstudioC;gmail.com
MEASURE FOR COMPOSITE WOOD (17 CCR 93J20 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN
A. DOWNDRAFT RANGE EXHAUST DUCT SHALL BE SMOOTH WALL AND TERMINATE AT THE
16 THOSE SECTIONS, AS SHOWN IN CGBSC TABLE 4.504.5. )
EXTERIOR OF THE BUILDING. DUCTS SHALL BE SEALED WITH UL181A TAPE.
z_ 7. BATHROOM EXHAUST FANS MUST BE ENERGY STAR COMPLAINT, MUST BE DUCTED TO TERMINATE
`u') z_ OUTSIDE THE BUILDING, AND MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY B.) RANGE HOODS SHALL BE SIZED PER THE MANUFACTURER'S SPECIFICATIONS FOR THE Project Name
Lu U (N) MASTER BATH 11 - APPLIANCE SERVED AND CABINETS SHALL MEET ALL CLEARANCES HORIZONTALLY AND
13 ACCESSIBLE. CGBSC SECTION 4.506. VERTICALLY AS PER LISTING.
O N co
w 00 8. MOISTURE CONTENT OF BUILDING MATERIALS (4.505.3): BUILDING MATERIALS WITH VISIBLE SIGNS
(N) BEDROOM 3 sHo OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED C)ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN
�-
Z� �� 3'-6" sPaA�r WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF
(E) LIVING ROOM NEW 22"x30"ATTIC I �'L VERIFIED IN COMPLIANCE WITH THE FOLLOWING: 1.MOISTURE CONTENT SHALL BE DETERMINED WITH RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR
WER
ACCESS PER SECTION L EITHER A PROBE-TYPE OR A CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION SIMILAR ACCEPTABLE METHODS PER CGBSC SECTION 4.406.1
R807.1, 2019 CRC 12 METHODS MAY BE APPROVED TY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS IN D)THE LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS SHALL HAVE A MINIMUM EXHAUST
SECTION 101.8. 2.MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET TO 4 FEET FROM THE
15 ~ (N)TANKLESS RATE OF 100 CFM. (CENC 150(0), EXC. 5 TO 152(A)&ASHRAE STD. 62.2)
(N)WALK-IN CLOSET WATER HEATER GRADE-STAMPED END OF EACH PIECE TO BE VERIFIED. 3.AT LEAST 3 RANDOM MOISTURE READINGS
SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE z
ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR
iv 1 (N)CLOSET 11 (N) 14" SUN TUNNEL FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT O 0
SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. t ' a/ N
MANUFACTURERS' DRYING RECOMMENDATIONS SHALL BE FOLLOWED FOR WET-APPLIED INSULATION
\ 7 En PRODUCTS PRIOR TO ENCLOSURE. BATHROOM NOTES: A O�
q (N) HALLWAY#1 6'
M L J �. C y 9. ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN TABLE 1701.1 1. SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE A A V
10 12 OF THE 2019 CALIFORNIA PLUMBING CODE. CGBSC SECTION 4.303.2. CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS SHALL SWING OUT OF W
0
THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES MINIMUM. (CPC 408.5, 408.6) O
"' (N)DINING ROOM FAUN 1 'MI .I 15"M04
N''( ) _ 0
' 5 w �� 2. SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS INSTALLED, SHALL HAVE WALLS
2'-�"O 3'-5" 8- u'� FINISHED WITH A NON-ABSORBENT SURFACE FOR A MINIMUM OF 6 FEET ABOVE THE FLOOR. �H]
RELOCATE I z /:I_J i� so c� ER �E G.M. 3 THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 INCHES WIDE (15 INCHES ON CENTER) a U n/
FURNACE IN = / ( ) NEW WINDOW SCHEDULE AND 24 INCHES IN FRONT. (CPC 402.5) Wr,
ATTIC W^
4. WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO CONTACT WITH W
0 O wU' ® MARK W. HT. SILL. HT. STYLE TYPE GLAZING NOTE THE WALL OR FLOOR, THE JOINT SHALL BE CAULKED AND SEALED TO BE WATERTIGHT. (CPC O
C)C)C) Y III Y 1 T-0" 6'-0" 2'-0" SLIDING EGRESS TEMPEREDco
_ ® 402.2). t 1
/\ X II �\ 2 T-0" 6'-0" 2'-0" SINGLE HUNG - - - 5. SAFETY GLASS (TEMPERED OR LAMINATED) IS REQUIRED FOR ALL GLASS SHOWER DOORSF -1 w
II/ AND PARTITIONS AND FOR WINDOWS IN WALLS FACING THE TUB OR SHOWER AND LOCATED
I I `� /� `" L A w 3 3'-0" 3'-0" 5'-0" SLIDING - TEMPERED - LESS THAN 60 INCHES ABOVE THE STANDING SURFACE OF THE TUB/SHOWER AND WITHIN 60
r---� Z Z o
M.V. I O 13 4 4'-0" 3'-6" T-6" SLIDING - - - INCHES HORIZONTALLY(CRC R308.4.1&5).
D.W. I 0 (7 (N) BEDROOM 2 io 0
5 5'-0" 3'-6" 3'-6" SLIDING - - - 6. THE MAXIMUM WATER TEMPERATURE TO A SHOWER OR TUB/SHOWER COMBINATION IS 120°F.
b 904 (N)OFFICE 6 V'4' 3'-6" T-6" SLIDING - - - THE WATER HEATER THERMOSTAT CANNOT BE USED AS THE CONTROL FOR THIS
° (N) KITCHEN 9'-111. 11'-1" 11 TEMPERATURE. VALVES SHALL PROVIDE SCALD AND THERMAL SHOCK PROTECTION, AND BE
7 6'-0" 5'-0" 2'4" SLIDING EGRESS TEMPERED - ® PRESSURE-BALANCED, THERMOSTATIC, OR COMBINATION
° 8'-0" CEILI G 8 2'-6" 5'-0" T-0" SINGLE HUNG - - - PRESSURE-BALANCED/THERMOSTATIC MIXING IN ACCORDANCE WITH ASSE 1016 OR ASME
co OVEN 9 2'-6" 5'-0" 3'-0" SINGLE HUNG Al 12.18.1/CSA B125.1. (CPC 408.3).
_ 1'-6" 2'-5" T-11" - - -
17-(N) CONC. STEPS, TYP. 10 7'-0" 6'-0" 2'4" SLIDING - - - ® 7. ALL NEW SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL
OF (2). MAX. RISER 3'-6" 3'-6" SINGLE HUNG TEMPERED
_ CONTROL VALVES OF THE THERMOSTATIC MIXING, PRESSURE BALANCE OR COMBINATION
io ' 11 3'-0" -
' I 7.75"H VALVE TYPE PER CPC SEC. 408.3
SHOWER mQ Q 5 O I I 12 T-0" 3'-6" T-6" SINGLE HUNG - TEMPERED -
7" U O I O N 8. SEE TABLE FOR PLUMBING FIXTURE REQUIREMENTS ON THIS SHEET(SHEET A7). Revisions By
1 13 6'-0" 5'-0" 2'-0" SLIDING EGRESS a
"MI 1 "M U 9'-0" I ING SHEETROCK IN GARAGE SHOULD GO FROM - -
3 ,� f - '-0' '-0' FOUNDATION TO UNDERSIDE OF ROOF 07/29/21 L.L.
N TH (N)24"X1 ' UNDER.
SHOWE FLOOR ACCESS
coNTRo�s °' PER SE AyS
ION HER i ,?. 09 12/2 1 L.L.
408.4, 20 9 CRC NEW DOOR SCHEDULE
3 � ® 10/28/21 L.L.
9 CODE MINIMUMS FOR REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING REQUIREMENTS
(E)2-CAR GARAGE MARK WIDTH HT. MATERIAL INTERIOR/ TYPE NOTE R310.2 :
1 2 DRYER EXTERIOR
A6 2 - °'
1 PR.6'-0" 8'-0" S.C. EXTERIOR SWING ENTRY DOORS 1. MINIMUM NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT (R310.2.1).
- 7 N 2 2'-6" 8'-0" S.C. INTERIOR SWING - 2. MINIMUM NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH (R310.2.1).
(N) BOLLARDS TO BE o
(N)BEDROOM 1 F_ -1 (N)2'X4' SKYLIGHT I INSTALLED NEXT TO DRYER, `14 3 PR. T-0" 8'-0" S.C. INTERIOR FOLDING - 3. MINIMUM NET CLEAR OPENABLE DIMENSION OF 5.7 SQUARE FEET IN AREA. GRADE FLOOR OR
TYP. OF (2). SEE STRUCT. 4 2'-4" 8'-0" S.C. INTERIOR SWING BELOW GRADE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT(R310.2.1).
N ENTR I DWGS. FOR DETAILS.
NEW 22"x30"ATTIC I - - 2'-0" - 8'-0" S.C. INTERIOR SDI IW - Drawn L.L.
4. THE BOTTOM OF THE CLEAR OPENING SHALL NOT BE GREATER THAN 44 INCHES MEASURE
ACCESS PER SECTION z�11, 6 2'-6" 6'-8" S.C. INTERIOR SWING MIN. 1-3/8"THICK SOLID CORE DOOR OR 20 FROM THE FLOOR. (R310.2.2). Check
R807.1, 2019 CRC �f � � MINUTE FIRE-RATED DOOR THAT IS
20'-0" SELF-LATCHING/SELF-CLOSING, W/
WEATHER STRIPPING (FOR ENERGY CODE Date 05/04/21
EQ. T-0" EQ. REQUIRED 20'X20'
GARAGE OUTLINE � REQUIREMENTS)
Scale Noted
PR. 8'-0"- ' 6'-8° .��� ' INTERIOR � SLIDING- -
1 8 2'-6" 6'-8" S.C. INTERIOR SWING
9 PR. T-0" 6'-8" S.C. INTERIOR SLIDING -
10 2'4" 6-8" S.C. INTERIOR SWING - Drawing Name
12'-4" 8'-4" 24 2.. 11 2'-6" 6'-8" S.C. INTERIOR SWING -
12 2'4" 6'-8" S.C. INTERIOR BARN - PROPOSED
13 2'-4" 6-8" S.C. INTERIOR BARN - FLOOR PLAN
(N)CONCRETE 14 PR. 8'-0" 8'-0" GLASS EXTERIOR SLIDING TEMPERED GLASS; EGRESS
2 LANDING W/STEP. 15 PR. 6'-0" 6'-8" S.C. INTERIOR SLIDING -
AC MAX. RISER 7.75"H 16 PR. 12'-0" T-0" GLASS EXTERIOR SLIDING TEMPERED GLASS; EGRESS
LEGEND
(E)CONSTRUCTION
('1 PROPOSED FLOOR PLAN (N) CONSTRUCTION
Sheet
A2 SCALE: 1/4" = 1'-0"
(N) OVERHEAD CONSTRUCTION
NORTH
0 (N) DOOR
N WINDOW A2
Co muni y Development Departent
Planning Division — Cupertino
SHEET NOTES: cuPeRTi APPROVED
ROOF CONSTRUCTION 1. PRIMARY ROOF DRAINAGE (CPC 1101.12.1): Case RM-2021-031
ROOF AREAS OF A BUILDING SHALL BE DRAINED BY ROOF Application Number(s)
DRAINS OR GUTTERS. THE LOCATION AND SIZING OF DRAINS
* CLASS A RATED HIGH PROFILE AND GUTTERS SHALL BE COORDINATED WITH THE Appr a I Body: Director/Staff
COMPOSITION SHINGLES STRUCTURAL DESIGN AND PITCH OF THE ROOF. UNLESS Appr a I D to 12/09/21
* 1 LAYER 30# FELT OTHERWISE REQUIRED BY THE AUTHORITY HAVING
* 15/32" STRUCTURAL II SHTG WITH 8d } JURISDICTION, ROOF DRAINS, GUTTERS, VERTICAL Signat ire Erika Poveda I
6"/12" CONDUCTORS OR LEADERS, AND HORIZONTAL STORM
*EXISTING OR NEW RAFTERS AT 24" DRAINS FOR PRIMARY DRAINAGE SHALL BE SIZED BASED ON Case Manager
O.C. F A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN
* R-38 BATT INSULATION PERIOD. REFER TO TABLE D 101.1 (IN APPENDIX D) FOR 100
Juu * EXISTING OR NEW CEILING JOISTS AT 1'-6" 1'-6" YEAR, 60 MINUTE STORMS AT VARIOUS LOCATIONS.
24" O.C. �
* 1/2" GYPBOARD, PAINTED TYP. TYP. 2. NEW GUTTER SIZE TO MATCH EXISTING: 5" K STYLE.
o 3. NEW DOWN SPOUT SIZE TO MATCH EXISTING: 2"X 3"
I Designer
z 4. NEW COMPOSITE ROOF SHINGLES THROUGHOUT, TYPE
4 STEP FLASHING DETAIL
"A" TYP.
A2 SCALE: N.T.S. SLOPE DOWN SLOPE DOWN 5. PROVIDE 2" DIA. EAVE VENTS W/CORROSION-RESISTANT
WIRE MESH COVER @ 12" O.C. TYP.
3 COMPOSITION SHINGLE ROOF DETAIL 4:12 V.I.F. 4:12 V.1.F. 0 Linda Lin
A3 " = 1'-0" 6525 Crown Blvd. #41068
SCALE: 1
San Jose, CA 95160
Q lindal.designstudio@gmail.com
II
II
ATTIC/ROOF VENTILATION CALCULATIONS Project Name
1. NEW ATTIC AREA A: 577 SQ.FT.
TOTAL VENTILATION AREA REQUIRED: 577/150 =3.85 SQ.FT.
o o A). ONE EAVE VENTS PROVIDES: 3x 3"dia @ 24" O.C.=21.2 SQ. IN.
a N a N TOTAL EAVE LENGTH AT ATTIC PERIMETER: 39'-11".
p �F p L9�`� TOTAL EAVE VENT PROVIDED: 39'11"/24" = 19
ALONG EAVE VENT AREA PROVIDED: 19 x 21.2 =402.8 SQ. IN =
2.80 SQ. FT. r,
(E) RIDGE (E)RIDGE z W
B). ONE GABLE VENT PROVIDES 18"X24" (CLEAR OPENING 140 O [�]
SQ. IN.= 0.97 SQ. FT.)
Z Z
z z TOTAL (2) GABLE VENT PROVIDED. VENT AREA= 0.97 X 2 = 1.94 V A
w (E)SIM. SHEET J w (E)SIM. SHEET J A W A V
METAL CRICKET �� p METAL CRICKET �1 TOTAL VENT AREA PROVIDED =2.80 + 1.94 =4.74 > 3.85 SQ. FT. ^�
U) v O.K. A p .,
II II II wr p
SLOPE DOWN SLOPE DOWN SLOPE DOWN W Z
- - - - - - (�/ � UNDER FLOOR VENTILATION CALCULATIONS W W
4:12 V.I.F. w 4:12 V.I.F. 4:12 V.I.F. �
(N)SUN TUNNEL w Aw/
AREA A-TOTAL UNDER FLOOR AREA ADDED: 577 SQ.FT.
TOTAL VENTILATION AREA REQUIRED: 577/150= 3.85 SQ. FT. W
EACH 5-1/2"X14"WIRE MESH VENT PROVIDES: 77 SQ. IN.
��L a 3.85 SQ.FT.X144/77 SQ.IN. = 8 U
9� 9� 0 TOTAL(N)WIRE MESH VENT NEEDED: 8
z ` � z `�J- TOTAL(N)WIRE MESH VENT PROVIDED: 8
0 > J r 1 o > 0 � � SEE ELEVATIONS ON A4 &A5 FOR VENT LOCATIONS
II o 77 - II II III \/ II o III \/ II
II � XII /\ II Cn XII /\ II
II II II II I z � � Z � � I
(E) RIDGE (E) RIDGE
II
II II I I
II II II II Z II
II II II II II o II Revisions By
II I a N
o o L 10/28/21 L.L.
o
II a �1
II
I II I II
I I II
(N)SIM. SHEET
(N)2'X4'SKYLIGHT METAL CRICKET AT
MIN. 1/4:12 SLOPE
w W Drawn L.L.
SLOPE DOWN o SLOPE DOWN — w I SLOPE DOWN o SLOPE DOWN — Check
4:12 V.I.F. w 4:12 V.I.F. o SLOPE DOWN I 4:12 V.I.F. w 4:12 V.I.F.
- 9 - Date 05/04/21
z SLOPE DOWN 4:12 V.I.F. Scale Noted
I
4:12 V.I.F.
V-6„ L
TYP. Drawing Name
I II
0 EXISTING AND
L PROPOSED
SLOPE DOWN SLOPE DOW ROOF PLANS
o
4:12 V.I.F. iY 4:12 V.I.F.
LEGEND
EXISTING ROOF PLAN 2 PROPOSED ROOF PLAN /� (E) ROOF OUTLINE
A3 / SCALE: 3/16" = V-0" A3 / SCALE: 3/16" = V-0" ( \ (N) ROOF OUTLINE Sheet
NORTH NORTH HOUSE EXTERIOR WALL OUTLINE
NEW ATTIC AREA
A3
Co muni y Development Departent
Planning Division — Cupertino
�CUPLRT� APPROVED
Case RM-2021-031
SHEET NOTES ApplicationNumber(s)
(E)COMPOSITE ROOF 1. EXTERIOR PLASTER/STUCCO NOTES: Appro va I B dy: Director/Staff
SHINGLES.COLOR:GRAY (E)WOOD SIDING A r a I D to 12/09/21
A)WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED pp I
+14'-5"ROOF AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED
Signat ire Erika Poveda
Y 0�P'� / +13'-9"ROOF OVER WOOD-BASED SHEATING, SHALL INCLUDE A
14 4� \ F�F�op�Do WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A Case Manager
12 \ PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS
OF GRADE D PAPER (R703.6.3)
CEILING +9,2„ B) PLASTERING WITH PORTLAND CEMENT PLASTER
1sT FL cEIUNG SHALL NOT BE LESS THAN THREE COATS WHEN APPLIED
OVER METAL LATH OR WIRE LATH AND SHALL BE NOT
W "' w LESS THAN TWO COATS WHEN APPLIED OVER MASONRY,
(E) = M z CONCRETE, PRESSURE-PRESERVATIVE TREATED WOOD
(E) } Designer
C. a o o a o W o DECAY-RESISTANT WOOD AS SPECIFIED IN SECTION
o a (E) Q a R3 R317.1 OR GYPSUM BACKING (R703.6.2)
0
a C)A MINIMUM 26 GA. GALVANIZED
J FIRST FLOOR CORROSION-RESISTANT WEEP SCREED WITH:
FIRST FLOOR
FINISH GRADE iv iv FINISH GRADE (R703.6.2.1) Linda Lin
1)A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2
GARAGE GRADE INCHES PROVIDED AT OR BELOW THE FOUNDATION 6525 Crown Blvd. #41068
(E)PAINTED STUCCO 5'-6" PLATE LINE AT ALL EXTERIOR WALLS. San Jose, CA 95160
I 2)THE SCREED SHALL BE PLACED A MINIMUM OF 4
lindal.designstudio@gmail.com
INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREA.
2. COPPER METAL ROOFING, COPPER
GRANULE-CONTAINING ASPHALT SHINGLES AND COPPER
1 EXISTING FRONT (SOUTH) ELEVATION GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY Project Name
A4 SCALE:3/16" 1'-0"
RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING
=
FOR WHICH A BUILDING PERMIT IS REQUIRED.
(CUPERTINO MUNICIPAL CODE SECTION 9.18.210).
APPROVED ADDRESS NUMBER.THE ADDRESS IDENTIFICATION
SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE
FROM THE STREET OR ROAD FRONTING THE PROPERTY.THE O
(E)COMPOSITE ROOF CONTRASTING ADDRESS NUMBERS SHALL BE ARABIC
SHINGLES.COLOR:GRAY NUMBERS OR ALPHABETICAL LETTERS. EACH CHARACTER O
SHALL BE NOT LESS THAN 4 INCHES IN HEIGHT WITH A STROKE
/ WIDTH OF NOT LESS THAN 0.5 INCH. (CRC 319.1)
+14'-5"ROOF
+14'-2"ROOF / 4 Q 4 4 \ \ �STF +13'-9"ROOF12 ~ ,
% 12 12 a 4 4 \ FNV 12 Op<OP 'DC
12 V
0 \ Q A
+10'-2„
N SST FL CEILING �Ty 0
� rr �J
+9_2" W z
1ST FL CEILINGEn
W F
x
} zn x O(N) a (N) a a a z U
0 0 0 0 W
o ¢ (N) Q ro o
o a DODO p �o
DODO w � �
W a o00o x
FIRST FLOOR FIRST FLOOR
N FINISH GRADE FINISH GRADE iv
GARAGE GRADE
9,-8„ (N)5-1/2"X14"WIRE (N)PAINTED STUCCO, 5'-6"
MESH VENT,TYP. COLOR:OFF-WHITE
6675 CLIFFORD DRIVE 6665 CLIFFORD DRIVE 6657 CLIFFORD DRIVE
2 PROPOSED FRONT (SOUTH) ELEVATION
A4 SCALE:3/16"=V-0"
Revisions By
07/29/21 L.L.
10/ 18/21 L.L.
10/28/21 L.L.
(E)COMPOSITE ROOF
(E)COMPOSITE ROOF
SHINGLES.COLOR:GRAY SHINGLES.COLOR:GRAY
` +14'-5"ROOF �QG / / \ TF<00
+ 4'-5"ROOF
OG / \ T F400 +13'-9"ROOF „g
+13'-9"ROOF / 4 0� +12'-4"ROOF
a 1z \ F`F�Re�o +12'4"ROOF NgC�NJE� / Q 4 4 1�
N o N \
+9'-2" +9,_2„ 1ST FL CEILING�} +9'-2" Drawn L.L.
1ST FL CEILING 1ST FL CEILING 1ST FL CEILING
Lu
Check
ih C=7 (E) E C7 W
_ N _. W (N) N Date 05/04/21
o o W (E) W o � o o o) (N) (N) (N) w q
O W W H E. d O O W J 40 tl O
Q_ tl d d 2 Z tl d
a W W a W Scale Noted
L —L
FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR
FINISH GRADE N iV FINISH GRADE FINISH GRADE iv iV FINISH GRADE
0 0
Drawing Name
5'-6" (E)PAINTED STUCCO 9'-1" 5'-6" (N)5-1/2"X14"WIRE MESH (N)PAINTED STUCCO, (E)PAINTED STUCCO y._6..
VENT,TYP. COLOR:OFF-WHITE
EXISTING AND
PROPOSED
3 EXISTING REAR NORTH ELEVATION % ELEVATIONS
(NORTH) 4 PROPOSED REAR (NORTH) ELEVATION
A4 SCALE:3/16"= V-0" A4 SCALE:3/16"=V-0"
Sheet
A4
Co munl y Development Departent
Planning Division — Cupertino
�CUPLRT� APPROVED
(E)COMPOSITE ROOF
Case - -
SHINGLES.COLOR:GRAY
Application Number(s)
Appro va I B dy: Director/Staff
a4 4� a4 4� Appr al D to
2092
12 12 12 12 I
Signa re Erika Poveda
Case Manager
+9'-2"
1ST FL CEILING
io (E) L(E) (E)
w (E)
x
o w
ao H
Q
a
w
Designer
FIRST FLOOR
FINISH GRADE iv
(E)PAINTED STUCCO
Linda Lin
1 EXISTING LEFT SIDE (WEST) ELEVATION 6525 Crown Blvd. #41068
San Jose, CA 95160
A5 SCALE:3/16"=1'-0"
lindal.designstudio@gmail.com
Project Name
(N)COMPOSITE ROOF (E)COMPOSITE ROOF (N)COMPOSITE ROOF
SHINGLES.COLOR:GRAY SHINGLES.COLOR:GRAY L__SHINGLES.COLOR:GRAY
+14'-5"ROOF
+13'-9"ROOF +14'-2"ROOF
+13'-6"ROOF
+13'-2"ROOF
a4 4r-- a4 4r-- I du z W V
12 12 12 12
SHEET NOTES O W
1ST FL CEILING 1ST FL CEILING 1. EXTERIOR PLASTER/STUCCO NOTES:
_ (N) (N) 0 = N A)WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN H A
°; N `° a SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATING, SHALL W ^
o W (N) (N) LL(N)EELW o INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A W/ U
° � (M °' PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER A
a 3 a (R703.6.3) w
z � z
1 B) PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LESS THAN 44 z
FIRST FLOOR FIRST FLOOR THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE W ON4 L
FINISH GRADE iv 0 0 iv FINISH GRADE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, Vi I�.•�� C-'
PRESSURE-PRESERVATIVE TREATED WOOD OR DECAY-RESISTANT WOOD AS V a
SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.6.2)
(N)PAINTED STUCCO, (E)PAINTED STUCCO (N)5-1/2"X14"WIRE MESH (N)PAINTED STUCCO, �/ W^
COLOR:OFF-WHITE VENT,TYP. COLOR:OFF-WHITE W
C)A MINIMUM 26 GA. GALVANIZED CORROSION-RESISTANT WEEP SCREED WITH: O
(R703.6.2.1)
2 PROPOSED LEFT SIDE (WEST) ELEVATION 1)A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES PROVIDED AT OR U
BELOW THE FOUNDATION PLATE LINE AT ALL EXTERIOR WALLS.
A5 SCALE:3/16"= 1'-0" 2)THE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE EARTH OR 2
INCHES ABOVE PAVED AREA.
2. COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT SHINGLES
AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY
RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A BUILDING
PERMIT IS REQUIRED. (CUPERTINO MUNICIPAL CODE SECTION 9.18.210).
(E)COMPOSITE ROOF
SHINGLES.COLOR:GRAY
+13'-9"ROOF
1STFLCEILING FRAMING SYSTEM i STUCCO SYSTEM ReV1S10riS By
R-19Insulation I
x �• 07/29/21 L.L.
(E) (E) (E) W M SHEATHING
' 10/ 18/21 L.L.
a°° VAPOR FLASHING
W RETARDER MEMBRANE (optional) 4 10/28/21 L.L.
;•L�, WATER BARRIER
FIRST FLOOR 2 Layers grade D paper
iv FINISH GRADE ' or approved equivalent
GYPSUM •r
(E)PAINTED STUCCO '
SELF-FURRING LATH
MOULDING 3.4 Ib/sq yd
3 EXISTING RIGHT SIDE (EAST) ELEVATION PORTLAND CEMENT
PLASTER Drawn L.L.
A5 SCALE:3/16"= 1'-0" A'• ; 3 Coats
Check
tt ,
° ° • Min. 1I2"_3.
WEEP SCREED Date 05/04/21
(N)COMPOSITEROOF � ° Min.
(E)COMPOSITE ROOF (N)COMPOSITE ROOF ►rl P° ° °° Minimum 4" Scale Noted
F U $" above grade or
N°
+14'-5"ROOF SHINGLES.COLOR:GRAY SHINGLES.COLOR:GRAY SHINGLES.COLOR:GRAY ° ° ° 2" above paved areas
+14'-2"ROOF +13'-9"ROOF
e•d
+13'-6"ROOF L +13'-2"ROOF "° ° ° • . • e ° `
Drawing Name
+1a-2° +10'_2„ . ` °9 ° e - GRADE
1ST FL CEILING 1ST FL CEILING ° ° ° " °
EXISTING AND
N _ _ PROPOSED
v M o = (E) (E) (N) (N) (N) (N) = o M co ELEVATIONS
F 5 STUCCO WALL SECTION @WEEP SCREED
g g A5 SCALE:3/16"=1'-0"
o ® o
FIRST FLOOR FIRST FLOOR
FINISH GRADE i� FINISH GRADE
(N)PAINTED STUCCO, (E)PAINTED STUCCO (N)5-1/2"X14"WIRE (N)PAINTED
COLOR:OFF-WHITE MESH VENT,TYP. COLOR:OFF-WHITE D
Sheet
4 PROPOSED RIGHT SIDE (EAST) ELEVATION
A5 SCALE:3/16"=1'-0"
AS
Co munity Development Departent
Planning Division — Cupertino
cuPeRTI
R APPROVED
Case RM-2021-031
Application Number(s)
Appr a I B dy: Director/Staff
Appro a I D ite 12/09/21
Signa re Erika Poveda I
Case Manager
ATTIC INSULATION PER
T-24 CALCULATION.R-30 Designer
+14'-5"ROOF BATT OR BETTER,TYP.
+14'-2"ROOF +13'-9"ROOF
"� A� Linda Lin
+10'-2" (N)SKYLIGHT
1ST FL CEILING 6525 Crown Blvd. #41068
San Jose, CA 95160
N \ lindal.designstudio@gmail.com
(N)BEDROOM 1 4 (N)ENT
U (E)2-CAR GARAGE
J
a
WOOD STUDS EXTERIOR WALL
? o Project Name
/ o
PER STRUCT.DWGS WIT R-13
BATT INSULATION,TYP.---
FIRST FLOOR
FINISH GRADE N
/ (N)CRAWL SPACE `O Z
� �� GARAGE GRADE
WOOD FLOOR DECK PER
STRUCT.DWGS WITH R-19
BATT INSULATION,TYP.
(N)FOUNDATION,TYP.
0 W 0.4>
� V � N
H z A o,
AW � U
AA 0 4-1
1 PROPOSED EAST WEST SECTION 0-4 04
A6 SCALE: 3/16" = 1'-0" A
� a ua
AA is
0
x
WOOD STUDS EXTERIOR WALL ATTIC INSULATION PER ATTIC INSULATION PER WOOD STUDS EXTERIOR WALL
BATT INSULATION,TYP.
PER STRUCT.DWGS WITH R-13 T-24 CALCULATION.R-30 T-24 CALCULATION.R-30 PER STRUCT.DWGS WITH R-13
BATT OR BETTER,TYP. BATT OR BETTER,TYP. BATT INSULATION,TYP.
+14'-5"ROOF Revisions By
+14'-2"ROOF �� +13'-Q"RnnF
+13'-6"ROOF
+13'-2"ROOF 0 10/28/21 L.L.
N� A� ( SKYLIG T
N ATTIC
+10'-2" E� A� +10'-2„
1ST FL CEILING 1ST FL CEILING
~
2 �
n ~ \
N \
� N
in Lu \ ED
o W o (N)WALK-IN o (N)MASTER = o
g V (N)ENTRY (N)BEDROOM 2 0 � (N)BATH 2 CLOSET (N)MASTER BATH U BEDROOM F
00
g
a o o a
FIRST FLOOR / U FIRST FLOOR
FINISH GRADE iv iv �" FINISH GRADE
(N)CRAWL SPACE Co z (E)CRAWL SPACE ° z (N)CRAWL SPACE Drawn L.L.
WOOD FLOOR DECK PER j/ \ /\ /\ \ /\ \j\�\� Check
STRUCT.DWGS WITH R-19 % Date 05/04/21
BATT INSULATION,TYP. �
(N)FOUNDATION (E)FOUNDATION,TYP. (N)FOUNDATION Scale Noted
PROPOSED
SECTIONS
2 PROPOSED NORTH - SOUTH SECTION
A6 SCALE: 3/16" = 1'-0"
Sheet
A6
partment
Planning Division - Cu rtino
BOUNDARrIT'#," APPROVED
RM-2021-031
Application Numbers)
TOPOGRAPH I PALody: Director/Staff
Vill
rova I Date 12/09/21
e Erika Poveda I
= Case Manager
SITE BENCHMARK LAND
SURVEY CONTROL: BEING A SURVEY OF LOT 114 OF
TOP SDMH 33'+/- SOUTHEASTERLY OF PROPERTY. TRACT 2077, BOOK 94 OF MAPS, PAGE 46
KNOWN AS 6665 CLIFFORD DRIVE, CUPERTINO
ELEV=500.85 (ASSUMED) COUNTY OF SANTA CLARA, STATE OF CALIFORNIA
GND
z = APN: 369-26-012 JUIY 13, 2021
u
REFERENCES: CONSISTING OF ONE SHEET
TENTATIVE DRAFT
R1 TRACT NO. 2077 (BK 94 MAPS, PG 46)
R2 GRANT DEED (2020-24628093)
0
pjk
i11131pN 31 ° 10'13"E 100.00'
°�WM��2 °�°EET _
g GND
012
�° • ° � 5°°�° _� T-8 0 3 6 9 12
� 5' BSBL
3 "SCALE 1 = 6 Feet
+°`�'� GND � CONC � O� �
�001� R° CONC 4N _
El GND W
O RL+ Lu
Lu
0'
W
�.../ z ° WIDw lb w a go $ 5 WWC u
W GND O '� G 0
� . u
wLu
O °3� a a w
cctla NOTES
> �'° CON W NC �u
I 1. SITE: 6665 CLIFFORD DRIVE, CUPERTINO, CA 95014
3 I J �2 lW V 2. APN: 369-26-012
z }4, m o� go N Z J Q 3. TOTAL ACREAGE: 6,000 SQ. FT., 0.138 AC.
°off° 0u Ln m co o O 4. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
} +°� m 9 Z) THE UTILITIES SHOWN ON THIS MAP ARE DERIVED FROM RECORD
g CONC w 31 O �- 001� O DATA AND/OR SURFACE OBSERVATION AND ARE APPROXIMATE
��� �,°� °off GND O o°� �o°� N got' N Q 5 /
W O ONLY. ACTUAL LOCATION AND SIZE, TOGETHER WITH THE
0031 N PLNTR `'°�$ J W PRESENCE OF ANY ADDITIONAL UTILITY LINES NOT SHOWN ON
Q LP) `' 100 o� V THIS MAP, SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR
LLj
THE SURF DURING
CONSTRUCTION.
FMAP REPRESENTS TOPOGRAPHY OF
�001� 01° goo TE 3+ — o '1'CONC
SPECIES OF TREES TO BE DETERMINED/VERIFIED BY AN ARBORIST.
CONC 500� Li 0 6. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN
0 ONE STORY °O 3 EXAMINED BY AMERICAN BASELINE COMPANY. OTHER EASEMENTS OF
N o05 RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP.
RESIDENCE GND 7. BSBL TO BE DETERMINED/VERIFIED BY THE CITY.
I 25 54'
LL °
CONC DW TEL iii
GFF: 501 .00 CATV o
—� 23.21 AREA: 1 ,928 SF
o �0
V
1�0031 05b GND O/
10
o �00�2 CONC T-(6-8")x7 LEGEND
EM Ohs
Ej GM PROPERTY LINE
GND a 566E °°� oH
- — — - — — -
2 a® 5.53 GND 0�2 ❑H ❑H OVERHEAD LINE
3 0, go GND o•
WOOD FENCE
N31 ° 10'13"E 100.00' AC ASPHALT
ARC AIRCONDITIONER
ADU ADDITIONAL DWELLING UNIT
CO SANITARY SEWER CLEAN OUT
CONC CONCRETE
= EM ELECTRIC METER
ID FF FINISHED FLOOR
FH FIRE HYDRANT
GA GUY
05 GND ' GM GAS METER ANCHOR
SURVEYORS STATEMENT: GND GROUND
0 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE IRR IRREIGATION CONTROL
u BY ME OR UNDER MY DIRECTION IN CONFORMANCE JP JOINT POLE
WITH THE PROFESSION OF LAND SURVEYING AT THE o MB MAIL BOX
REQUEST OF ARIANNA FU IN JANUARY 2021. MH MANHOLE
SD STORM DRAIN
UB UTILITY BOX
LAND WV WATER VALVE
(1rBRIEN
fG9WM WATER METER
`�� BASS 0E BEAR NGS: T-8" TREE-WIDTH IN INCHES
o• 100,00 SPOT ELEVATION
DMH �RIM: 500.85 . HAMILTON * SS SANITARY SEWER
* No. 8484 THE CENTERLINE OF CLIFFORD DRIVE AS SHOWN ON o PLNTR PLANTER
THAT CERTAIN TRACT NO. 2077 (BK 94 MAPS, PG CATV CABLE TELEVSION
46) AND TAKEN AS NORTH 58°49'47" WEST WAS TEL TELEPHONE
OF Cp�� USED AS THE BASIS OF BEARINGS FOR THIS DW DRIVE WAY
SURVEY. SL STREET LIGHT
BSBL BUILDING SETBACK LINE
PSDE PRIVATE STORM DRAIN EASEMENT
ID
SHEET 1 OF 1