RM-2023-002 - A0_TITLE SHEETSITE PLAN PROJECT DATA: FLOOR AREA DIAGRAM: DRAWING INDEX: APPLICABLE CODES: X'-- ---,
CHIANG RESIDENCE
2022 CALIFORNIA BUILDING CODE X� o
5'
AO TITLE SHEET/SITE PLAN 2022 CALIFORNIA RESIDENTIAL CODE 0
7520 DE FOE DRIVE, PSE
CUPERTINO, CA 95014 Al DEMOLITION FLOOR PLAN 2022 CALIFORNIA MECHANICAL CODE
A2 PROPOSED FLOOR PLAN p
za'-3° z5'-1o" A3 EXISTING AND PROPOSED ROOF PLANS 2022 CALIFORNIA PLUMBING CODE �� z
SINGLE STORY, SINGLE FAMILY RESIDENCE 5'WCE Q )TREE TO
2022 CALIFORNIA ELECTRICAL CODE
CONSTRUCTION TYPE: VB- NOT SPRINKLERED A4 EXISTING AND PROPOSED ELEVATIONS p REMAIN.DBH:8"
2022 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
A5 EXISTING AND PROPOSED ELEVATIONS 1
OCCUPANCY GROUPS: R-3, U 2022 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) (E) 'H.WOOD o
A6 PROPOSED SECTIONS FEN E,T E STONE PAVER (E)LAWN
ZONE: R1-6 M IN)LIVINISAREA 2022 STATE OF CALIFORNIA TITLE 24 ENERGY REGULATIONS ( )
A7 PROPOSED MEP PLAN
LAND USE: LOW DENSITY (1-5 DU/AC.) 230 S.F. Z
C1 BOUNDARY&TOPOGRAPHICAL LAND SURVEY o o ----- o
APN:359-24-031 - M M USEABLE REAR YARD AREA: 1,837 SQ.FT.
CALGREEN RESIDENTIAL CHECKLIST I 0 - --
w PR VIDE SWALES
CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN W/ %MIN.SLOPE
LOT SIZE: 6,600 SQ.FT. T-24 ENERGY REPORT AND CALCULATIONS- PART 1 PROJECT CONTACT INFO: p \ ( )TREE TO FORSTORM
N T-24 ENERGY REPORT AND CALCULATIONS- PART 2 / �� EMAIN.DBH:11" WATER RUNOFF REAR ADDITION AREA:230 SQ.FT.
TOTAL EXISTING LIVING AREA: 1,412 SQ.FT. (E)GARAGEAREA(507S.F.) p (E)LAWN
TOTAL PROPOSED LIVING AREA: 1,412 + 507 + 558 +230-407 = 2,300 SQ.FT. PROPERTY OWNER DESIGNER �_ (E)TREE TO o
TOTAL LIVING AREA ADDED: 230 + 151 + 507 = 888 SQ.FT. S-0 GENERAL STRUCTURAL NOTES O 1 0 REMAIN.DBH:6" (E)STONE PAVER 1 MIN.AREA REQUIRED:20'x 60'LOT WIDTH
S-1 FOUNDATION PLAN AND NOTES
F_ =1,200 SQ.FT.
EMILY CHIANG LINDA LIN W N�CQN WP WP v`iP
S-2 CEILING FRAMING PLAN AND NOTES LANDING (N)CONC.LANDING 1,837 >1,200 SQ.FT.OK Designer
(E) GARAGE AREA: 507 SQ.FT. (TO BE CONVERTED INTO LIVING SPACE) 408-348-2448 408-627-1299 %
(N) GARAGE AREA: 407 SQ.FT. S-3 ROOF FRAMING PLAN AND NOTES I - g
SD-1 STRUCTURAL CONSTRUCTION DETAILS 7520 DE FOE DRIVE, 6525 CROWN BLVD. #41068 SrSLOPE
(N)L(151 S. AREA (E)HOUSE 12S.F.)AREA CUPERTINO, CA 95014 SAN JOSE, CA 95160 I ADDITION AREA
(151 S.F.) (1,412 S.F.) SD-2 STRUCTURAL CONSTRUCTION DETAILS
F71
EXISTING FLOOR AREA: 1,919 SQ.FT. c' N 230 S.F. (N)�200
PROPOSED FLOOR AREA: 2,707 SQ.FT. LO SD-3 STRUCTURAL CONSTRUCTION DETAILS CONTRACTOR STRUCTURAL ENGINEER 5 E P
TOTAL FLOOR AREA ADDED: 558 + 230 = 788 SQ.FT. SD-4 STRUCTURAL CONSTRUCTION DETAILS -ADDITION AREA Linda Lin
PROPOSED FRONT PORCH: 43 S.F. 558 S.F. T.B.D. BO ZHANG
STRUCTURAL CALCULATIONS ADDRESS: BO ZH2-2777 =OVERHUNG,-t('
° REA(407 S. SPACREMOE 32 S..F IVING IRT 652i5 Crown Blvd.. #41068
MAXIMUM FLOOR AREA RATIO ALLOWED: 45/° AREA(407S.F.) 1590 OAKLAND RD, #B212
EXISTING FLOOR AREA RATIO: 29% N SAN JOSE, CA 95131 1 San Jose, CA 95160
PROPOSED FLOOR AREA RATIO: 41% Z lindal.designstudio a mail.com
HOUSE ADDITION PERCENTAGE TO EXISTING HOUSE: 41% SCOPE OF WORK:
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FIRST STORY MAX. HEIGHT ALLOWED: 28' 1. (N) REAR ADDITION (230 SF- NEW LIVING SPACE) o X
PROPOSED MAX. HEIGHT: 15'-4" 2. (N) FRONT ADDITION (558 SF, - INCLUDING 151 SF NEW LIVING SPACE AND 407 SF NEWX Q I Project Name
GARAGE SPACE )
19'-0" 31'-1^ � I 7528 DE FOE DRIVE
3. CONVERT(E) 507 SF GARAGE AREA INTO (N) 507 SF LIVING AREA. BUILD A(N) MASTER
SUITE INCLUDING A MASTER BEDROOM, A MASTER BATHROOM AND A WALK-IN CLOSET.
4. (N) FRONT PORCH (43 SF)
7510 DE FOE DRIVE Z
7520 DE FOE DRIVE,
5. RELOCATE AND REMODEL 2 BATHROOMS (122 SF) o _
1O'x20' 10'x20'
CUPERTINO, CA 95014 6,600 2 FLOOR AREA DIAGRAM 77. REMODEL OTHER INCLUDING CONVERSION OF (E) MASTER BEDROOM INTO (N) LIVING I G�.M.
7520 DE FOE DRIVE
ROOM, EXTENDING (E) BEDROOM #1 , ADDING A(N) LAUNDRY ROOM (1,078 SF) z_ LL EXISTING HOUSE AREA
Project Data (sq. ft. unless otherwise noted) IT AO SCALE: 1/16" = V-0" OD 8. UPGRADE MAIN ELECTRICAL PANEL (200 AMPS) �z ADDITION AREA 1,919 SF
Floor Area p U 558 I.F.
9. REMOVE (E) FURNACE 2 w W
Existing NORTH co
co
Living 1,412 NOTE: o z
Garage 507 (2-car garage) 2E W
Existing Floor Area 1,919 EXISTING AREA PROPOSED AREA ADDED AREA A) FOR ALL NEW WINDOWS: MAX. U-FACTOR REQUIRED IS 0.3; MAX. SHGC REQUIRED IS 0.23. o I I O 0REFER TO 1/A2 FOR NEW WINDOW SIZE AND TYPE. 5 a 5`1` 1 H rT, 1-.4 N
HOUSE LIVING AREA 1,412 S.F. 2,300 S.F. 888 S.F. 5'MIN.SETBACK I �y
Proposed B) NO EXISTING TREES WILL BE REMOVED. 0 COMBINED 15' o W
GARAGE AREA 507 S.F. 407 S.F. -100 S.F. z I A
Living 1,412
HOUSE FLOOR AREA 1,919 S.F. 2,707 S.F. 788 S.F. C ENGINEER-OF-RECORD TO PERFORM SPECIAL INSPECTION FOR SHEAR WALL NAILING OF 20'-0° I f/► r, /
Addition 888 )
Garage 407 (2-car garage) 4" O.C. OR LESS. °° 10'x2 ' MIN. 101x20' a ( )CONC.LANDIN
Proposed Floor Area 2,707 w
p D) THE CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET(BMP SHEET) MUST BE PRINTED, a Q
DISCUSSED,AND KEPT WITH THE BUILDING PERMIT ON THE PROJECT SITE BY THE OWNER AND rr � 1
Floor Area Ratio(%) GENERAL CONTRACTOR. ALL SUBCONTRACTORS WORKING ON THE PROJECT MUST FOLLOW THE I 4 (E)4" PVC O'BSBN)C PN . Al_P AY ZO I r, F��1 1-4
GUIDELINES AND PRACTICES AT ALL TIMES FOR THE DURATION OF THE PROJECT. THE BMP SHEET w t�
Existing 29% Q v SEWER LATERAL
IS PROVIDED IN THIS PLAN SET, ALSO MAY BE DOWNLOADED AT �
Proposed 41% WWW.CUPERTINO.ORG/GREENDEV. I z d N (E)LAWN N M o I I W
O a (N)C1ONC. c a Z
Lot Coverage E) NEITHER FIRE SUPPRESSION SYSTEM, NOR WATERLINE FLUSHING IS IN SCOPE OF WORK. w o DRIVILWAY. (N)PLCO,WITHIN N X I W
g REFER TO 2/AO TWO-FEET FROM THE p
Existing BUILDING'S FOUNDATION t
F) NO LANDSCAPE IS PROPOSED. REFER TO DISTRCT o
Living Area 1,412 STANDARD DETAIL 2/A1 v
Garage 507 G) WOOD FENCE IS EXISTING TO REMAIN. NO PROPOSED (N) FENCE. (E)2"0 GAS LINE I U
Front Porch 40
Eave Overhung 432 (E)CONC. SIDEWAL
Reserved Garage Area 0
Existing Lot Coverage 2,391 (E)PARK RI (E)PARKSTRIP (E)PARKSTRIP
TABLE "A"
Proposed R-Id-tfal 12'-18'Max 1 _ a (E)12"fd WA ER MAIN (E)W.M.
Living Area 1,412 \ E
�_ (E) EE TO ( ) EE TO
Living Area Addition ggg (E)TREE TO REMAIN.DBH:6" /REMAIN.DBH:12" /REMAIN.DBH:12"
Garage 407
Front Porch 43
Eave Overhung 421 SIDEWALK �Ge�l FRONT YARD AREA: 1,464 SQ.FT.
Proposed Lot Coverage 3,171 G�y�P�y-'y Cn DE FOE DRIVE FRONT YARD IMPERVIOUS AREA: 564 SQ.FT.
FRONT YARD IMPERVIOUS AREA RATIO: 39/0
WEAKENED PLANE �/ y% ��G���\ ��G Revisions B
Lot Coverage(%) JOINT OR CUT ` 1 �P SHEET NOTES
Existing 36% JOINT 1/8" WIDE, Sio CONSTRUCTIO /
(E)SEWER MAIN 2" DEEP ON 8' O.C. �� JOINT / _ _ _ _ 7 _ SS_ SS 1 003/03/23 L.L.
Proposed 48% 1. ALL FENCES ARE EXISTING STANDARD UHT. RESIDENTIAL FENCES. NO PROPOSED
(45/
0 +plus 0/3 overhung) FENCES. CENTER LINE OF ROAD
MIti 1�e 2. ALL EXISTING TREES WILL REMAIN. NO TREES WILL BE REMOVED.
CITY STANDARD NOTES AND DETAILS SIDEWALK
�NN�NG�85�SPR� Py / g p 3. A MINIMUM 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MINIMUM DISTANCE OF 10
R 5% GES EY+ RAF- F,
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT PS FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. (R401.3) EXCEPTIONS:
A) IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INSTALL DRAINS OR SWALES PUBLIC WORKS NOTES 1 SITE PLAN
OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION, AS AMENDED), AND TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OF CUPERTINO STANDARD ' `� �,a B) IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE 1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR AO SCALE: 3/32" - 1'-0" OD
DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SLOPED A MINIMUM OF 2%AWAY FROM THE BUILDING. CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, --
SPECIFICATION, AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE �o<` NOTES: ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF NORTH
CITY ENGINEER. 1. Residential Driveway Detail option 2 and width for 4. EXISTING AND PROPOSED DOWNSPOUTS FROM THE ROOF ARE INDICATED ON 1/A0. CONSTRUCTING IMPROVEMENTS, PUBLIC INTEREST REQUIRES A
monolithic sidewalk may be used only with MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO
INSTALL SPLASH BLOCKS AT ALL DOWNSPOUTS TO ENSURE ROOF WATER IS DIRECTED 0
2. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF written approval from the City Engineer. AWAY FROM THE FOUNDATION. ANY EXISTING DOWNSPOUTS THAT CONNECT DIRECTLY TO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL (N) HIGH EFFICACY EXTERIOR WATER PROOF WALL MOUNTED LIGHT Drawn L.L.
THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS 2. Score marks not to exceed 4'-0" O.C. Use THE STORM DRAIN SYSTEM SHALL BE DISCONNECTED AND DIRECTED TOWARDS HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND �wp FIXTURE. BEL AIR LIGHTING, "CALI" 1-LIGHT SMALL BRONZE CYLINDER
CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTING IMPROVEMENTS, mechanical separator at every other score mark. LANDSCAPED AREAS. TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE OUTDOOR WALL LIGHT SCONCE (FIXTURE IS OPEN AT THE BOTTOM), OR Check
3. Finish to be light broom SIMILAR. CONSTRUCTED OF WEATHER RESISTANT IRON. WATTAGE: LED
PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF 9 SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR.
CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL way 4. Sidewalk to be replaced when new drive-
HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY 5. Edge)of)driveway shall be a minimum of 5. IF THE PROJECT DAMAGES THE CES, T SIDEWALK, DRIVEWAY, OR CURB AND GUTTER AS 2) CONTACT PUBLIC WORKS, (408)777-3104, FOR INSPECTION OF GRADING, 60 WATTS EQUIVALENT. HT.: 7.3". REFER TO 3/A1 FOR DETAILS. Date 12/27/22
RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO
THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE 4' from property line. REMOVE AND REPLACE ANY BROKEN CONCRETE (EXISTING OR DAMAGES BY THE PROJECT) STORM
OWNER AND/OR CONTRACTOR. 6. Running slope shall be 7.5% In no case shall) AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN ENCROACHMENT PERMIT WILL ALSO DRAINAGE, AND PUBLIC IMPROVEMENTS. Scale Noted
running slope exceed 8.33%.
3. CONTACT PUBLIC WORKS, 408 777-3104, FOR INSPECTION OF GRADING, STORM Pavement to be 2' 2' 3' min BE REQUIRED.
( ) 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
DRAINAGE, AND PUBLIC IMPROVEMENTS. flush with lip of Conform
gutter 5/8" Lip 5" (Residential) 6. CLIFFORD DR IS RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN
1.5% ( 2% Max) PLACE FOR A PERIOD OF THREE YEARS (EXPIRES 11/3/21). HOWEVER, EXCEPTIONS CAN BE 4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE VICINITY MAP: Drawing Name
4. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. -a GRANTED WITH PROPER PAVEMENT RESTORATION SUCH AS SLURRY SEAL. THEREFORE, AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. g
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA)AT 811 TWO 4" class II Agg.
° 000 ° ° base material with a ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEMENT. °FFICE :.F ,:°°"T. ASS ESS'°H 5ANTA I:LbRA COl1NTY, .SxLIFOFYIA
(2)WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THE UNDERGROUND a °oo°° �' 95% relative compaction 5) CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR 359 24
FACILITIES. ° �� 7. THE USE OF COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT TO TITLE SHEET
SHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. SECTION A-A 0 /SITE PLAN
COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL BUILDING PROJECTS. a W
DRIVEWAY DETAIL - MONOLITHIC SIDEWALK OPTION 2 6) UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE
6. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA 8. WHERE POSSIBLE, DIRECT STORM DRAINAGE FROM REAR OF PROPERTY THROUGH STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH �Q'Q le, N
GRASS SWALES TO THE PUBLIC RIGHT OF WAY.
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. (For Residential Only) REVISED 2/2020 DISTURBS THE SOIL. BOLLINGER ROAD
i
7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO CITY OF CUPERTINO
STANDARD DETAILS APPROVED BY:''J DATE: 5/l/2020 1-21B 9. NO NEW LANDSCAPE IS PROPOSED. 7) A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL ,
2 3 1 9 6 :;I s 8 oI 9 a. TO if 12; 11 ;, 73 1
ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. C Y ENGINEER PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE
,$ 17 ,8 , 20 I 2, Z 23 24 25 26 21
10. THE PROJECT IS SUBJECT TO THE STANDARDS AND REQUIREMENTS OF CITY CODE GRADING SHALL BE ._! .-w -;- - - -:->5-. ---:- -- _ 3
39 * -}d 57 35 35 ; 34 33 , 32 31 30 29 29
8. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER 1 PERFORMED BETWEEN OCTOBER 1 AND APRIL 15.
RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. CHAPTER 17.04. THESE STANDARDS INCLUDE MEASURES TO PROTECT NESTING BIRDS ;25 z4 !3„ zz s1_-1 zo �s 1a r� re w 15a �4 4
SHOULD CONSTRUCTION TAKE PLACE BETWEEN FEBRUARY 1 AND AUGUST 31. PROJECT 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR o _
77,
9. A WORK SCHEDULE OF GRADING AND EROSION &SEDIMENT CONTROL PLAN SHALL BE CONSTRUCTION ACTIVITIES WILL CONFORM TO THE APPLICABLE REQUIREMENTS OF CITY FOR FINAL INSPECTION. Q = DE FOE TRACT N 2167, I°°-M�"s DRIVE
PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE 2 CITY STANDARD DRIVEWAY DETAIL CODE CHAPTER 17.04. :N, z•, „
PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. /qO SCALE: N.T.S. 9) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED za='; �9 _ �,; 3z U. 3d 35s ! 37 3e
11. PER CITY CODE SECTION 14.18.210, THE CITY'S STANDARD TREE PROTECTION AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. ! I Sheet
MEASURES, OUTLINED IN APPENDIX A OF CITY CODE CHAPTER 14.18, AN ISA-CERTIFIED 9 h� '�� '' S5-� `�
10. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL 6e s3 sz I si - 55 5s 1 54 53 LO
INSPECTION. ARBORIST WILL BE REQUIRED TO VERIFY THE HEALTH OF THE TREE AND THAT THE TREE 10) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
TRACT No. 7683, 554-M-29 E 52 =' i 4.9 'S 48 '0 47 46 45 44 -43 42 41 i� 40 i� 39
PROTECTION MEASURES ARE IN PLACE PRIOR TO CONSTRUCTION. THE ARBORIST WILL CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT AMEN RE""`OF MAC,P, 7611- - - - -
11. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY ALSO NEED TO VERIFY THE HEALTH OF THE TREE FOLLOWING CONSTRUCTION. PERMIT FROM THE PUBLIC WORKS DEPARTMENT. y, R
FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 0 - ` DUMAS DRIVE
AO
12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM PROJECT AREA
THE PUBLIC WORKS DEPARTMENT.