HomeMy WebLinkAbout1516 Bernal Avenue - Plansi
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BURLINGAME, CA, 94010
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PROJECT DATA:
ASSESSOR'S PARCEL NUMBER: 02&033-160
PROJECT TYPE: NEW CONSTRUCTION
PROJECT LOCATION: 1516 BERNAL AVE.,
BURLINGAME, CA, 94010
ZONING: R1
OCCUPANCY GROUP: R-3/U
CONSTRUCTION TYPE: V • B
NUMBER OF FLOORS: TWO (2) STORY
FIRE PROTECTION: SPRINKLERED
CODE EDITIONS:
A. CALIFORNIA RESIDENTIAL: 2019 EDITION
8. CALIFORNIA BUILDING: 2019 EDITION
C. CALIFORNIA ME�HANICAL 2019 EDITION
D. CALIFORNIA PLUMBING: 2019 EDITION
E. CALIFORNIA ELECTRICAL: 2019 EDITION
F. CALIFORNIA ENERGY: 2019 EDITION
G. CALIFORNIA FIRE: 2019 EDITION
H. CALIFORNIA GREEN BUILDING: 2019 EDITION
I. ANY OTHER AP?LICABLE LOCAL AND STATE LAWS
AND REGULATIONS.
! AREA CALCULATION:
; LOTAREA: 6000 SQF
"N" 1ST FLOOR LIVING AREA: 1642 SQf
i "N" 2ND FLOOR LIVING AREA: 1327 S�f
"N" TOTAL LIVING: 2969 Saf
"N" GARAGE: 451 SaF
"N" TOTAL BUILDING: 3420 S�F
"N" COVERED PORCH: 80 SQF
�:
MAX. FAR: 32% X 60110 + � � pp + 400 = 3,420 SF
LOT COVERAGE: ist FLOOR BLDG AREA (1642+451) SQF
COVERED PORCH 80 SQF
TOTAL % 217316000= 36.2 %
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DRAWING INDEX:
A-00.01: COVER SHEET
T-7: BOUNDARYANDTOPOGRAPHCMAP
T-2: SURVEY OF NEIGHBORS SETBACK
CX-Ot: CONTEXT MAP
A-00.02: PROPOSED SITE PLAN
G1: COVERSHEETINOTES
G2: GRADING AND DRAINAGE PLAV
C-3: DETAILS
C-4: EROSION CONTROL PLAN
G5: BEST AMNAGEMENT PRACTICES
L-1: PLANTINGPLAN
L-2: IRRIGATION PLAN
L-3: IRRIGATION NOTES
DE-01: DEMO PIAN
A-01.01: PROPOSED 1ST FLOOR PLAN
A-01.02: PROPOSED 2ND FLOOR PLAN I ROOF PLAN I DOOR & WINDOW SCHEDULE
A-02.07: PROPOSED ELEVATIONS
A-02.02: PROPOSED ELEVATIONS
A-02.03: PROPOSED ELEVATIONS - GARAGE / DETAIL
A-03.01: PROPOSEO SECTION
A-O4.01: FLOOR AREA DIAGRAM I MATERIAL BOARD
A-04.02: ARCHITECTURALDETAILS
A-05.01: EXTERIOR 3D VIEWS
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PROJECT CONTACT:
OWNER: BEHZAD HADJIAN
1516 BERNAL AVE., BURLINGAME, CA, 94010
B EHZAD@BAH OME B U I LDE RS. COM
DESIGNER: AMS DESIGN
(415)254-i606
4010 MOORPARK AVE#101, SAN JOSE CA 95117
AZADE H@AMS DESIGNLL P. COM
STRUCTURAL: AMS DESIGN
(415) 254 -2634
4010 MOORPARK AVE#101, SAN JOSE. CA 95117
A RM I N@AM S D E S I G N L L P. COM
SCOPE OF WORK:
- NEW 2 STORY CU5TOME HOME .
- 3420 SQ BUILDING AREA INCLUDING 4 BEDS, 4.5 BATH, 1 LAUNDRY AND 2 CAR
GARAGE.
T24 & ENERGY:
CONSTRUCTION HOURS:
WEEKDAYS: 8:00 A.A1. - 7:00 P.M.
SATURDAYS: 9:00 A.M. - 6:00 P.M.
SUNDAYS AND HOLIDAYS: NO WORK ALLOWED
(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 18.07.110 FOR DEfAILS.)
(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS.)
CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT•OF-WAY ARE LIMITED TO
WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 6:00 A.M. AND 5:00 P.M.
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GENERAL NOTES:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO TNE EXISTING SITE. ANY
DISCREPANGES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT
TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY
OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF
FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB•CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILIN OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY
OR OMISSION �BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND
THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
RE�S�L�UTIONRFROMLAMS DIESIGN P R �������
WORK.
����IVED
APR 0 6 2022
c�n� o� �uRUNc�a�nE
L,�p_p�q(�NING DIV.
� A ���; S
I DESIGN
;AMSDESIGN -�
. 4010 MWRPARK AVE#101,
� SAN JOSE, CA 95117
TELL�415)250A60fi
�. E-MAIL OFFICE�AMSDESICaNLLP COM
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PROJECTNAME: �
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
REVISION TABLE:
. _, REVISION DATE BY DEP
Ot 03126/2022 S.A. PLN
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COMME!lCEMFNT OF 'HFJR WO0.K. Fpl'JRE TO W SC SHALI NOi
R.LFASE `NEM fROM !HE 0.ESPON51&LI!V OF f511MAiNG'NE WpiN.
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� ov TMESE cavrancr oauMervrs aHo rHe ewsm+c wNortans ��
FOUNp, !NE CONiR4CTOR OR SIIBLON!WLiOR SHLLL NOtIFY 0.M5
DESIGN IN KARMG INO OBiNN NAIiTEN qE50lNI0N FNOM AMS
pE51GN RtpP 10 WIOCEEdNC WI1H M'V ��iED WqU(.
SHEET TITLE:
� COVER SHEET
PROJECT ID: 2103-06.
;DATE: MARCH.2021
� SCALE: N.T.S
i
' DRAWN 8Y: S.A.
ISHEETNUMBER:
A-00.01 ��
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]].85 •]3.08 'l 41Y11 �o� � I
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FF: 75.80
ROOf-PEAK: 90.57
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SSMH
RIM: 70.85 •�o.ss
BERNAL AVE Ac
(1\/YV. �O') .69.8J
CONC CURB
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1516 BERNAL AVE.
BURLINGAME, CA 94010
APN: 026-033-160
SMP ENGINEERS
, CIVIL ENGINEERS-LAND SURVEYORS
1534 Carob Lane Los Altos, CA 94024
Tel. (650) 941-8055 Fax (650) 941-8755
,' _ ,o•
Prepared by
J.N.
Checked by.
S.R.
Date:
o5/2s/zo2i
Project No:
221048
PRELIMINARY BOUNDARY AND
TOPOGRAPHIC SURVEY MAP
Sheet No:
T-1
LEGEND
- - PROPERTY LINE
EXISi1NG LOTS
- CENTERLINE
- - - - - - - EASEMENT LINE
- - - - - -s�- SANITARY SEWER LINE
- - - - - -so - STORM �RAIN LINE
--orf OVERHEAD POWER LINE
❑ ❑ WOOD FENCE
�
y�
�
�
POWER POLE
FIRE HYDRANT
JOINT POLE
SURVEY MONUMENT FOUND
TBM (ELEVATION)
WA1ER VALVE
AC
AD
ANC
BSBL
C&G
CB
CO
DW
EB
EM
EP
FH
GA
GM
GV
IV
LP
MB
MH
P.U.E.
P
PP
(R)
SL
SDMH
SSMH
SSCO
TCD
TS
VG
WM
WV
DISCLAIMER:
SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN.
NOTE:
THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY.
UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES
ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND
UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED
BY MEANS OF A STATION AND OFFSET FROM THE CONTROL IINE.
BASIS OF BEARINGS:
FOUND SURVEY MONUMENTS . RECORD INFORMATION WAS USED. PER RECORD
MAP, BOOK/VOL (LLS):26 PAGE:80 WHICH IS FILED IN THE COUNTY OF SAN
MATEO RECORDER'S OFFICE.
PROJECT BENCHMARK:
N.G.S. BENCHMARK BM �jHT-0556 DISK FOUND ELEV= 30.8
(NAVD 88 DATUM)
SITE BENCHMARK:
SURVEY CONTROL MAG NAIL ELEVAT10N=70.06'
(NAVD 88 DATUM)
NOTES:
1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF.
2. THE GROSS AREA OF LAND OF RECORD IS 6,000 SQ. FT. t.
3. THE MAP WAS BASED ON A GRANT DEED DOC.# 42875 BY LAWYERS TITLE C0.
DATED 03/17/2021, RECORDED IN SAN MATEO COUNTY.
4. ALL EXISTING BUILDINGS ARE WOOD.
5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED.
6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN
CONFORMANCE WITH iHE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE
PROPERTY LINES SHOWN HEREON ARE COMPIIED FRQM RECORD DATA AND
REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE
TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR
USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A
BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WFiICH MAY HAVE
DETERMINED THE ACTUAL PROPERTY LINES.
SCALE 1"= 10'
GRAPHIC SCALE
io o s +o zo +o
( IN FEET )
1 lnch = 10 fi.
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CITY OF BURLINGAME
ASPHALT
AREA DRAIN
ANCHOR
BUILDING SETBACK LINE
CURB AND GUTTER
CATCH BASIN
CLEAN OUT
DRIVEWAY
ELECTRIC BOX
ELECTRIC METER
EDGE OF PAVEMENT
FIRE HYDRANT
GUY ANCHOR
GAS METER
GAS VALVE
IRRIGATION VALVE
LIGHT POLE
MAIL BOX
UTILITY MANHOLE
PUBLIC UTILITY EASEMENT
BRICK CONC PILLAR
POWER POLE
RADIAL BEARING
STREET LIGHT
STORM DRAINAGE MANHOLE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
THROUGH CURB DRAIN
TRAFFIC SIGN
VALLEY GUTTER
WATER METER
WATER VALVE
w�a MooRvnrsKqvezm�,
SAN JOSE, CA 85117
TELL:(415)254.1808
E-MAIL: OFFICE�AMSDESIGNLLP.COM
��iac��i �a�r�c9-car�
_ _
iHESE PUNSME INTENDEOOVLY Fd1 iNE ORIGIN4l5RE WRWHICH
M EV WEftE OFSIGNE� AN� ME iHE f FOPEHiY OF MAS DESIGN, iHESE
PIANS ARE PROfECTFD IINDER fAPYRHM IAWS ANO NAY NOi BE
AEVISED OR pEPRWUCEp IN Wr10lE IXt IN PARi WRHOUf iHE
E%PIIESSFD WRrtiEN WNS@!f OF AMS OESNW. ANY USE OF iNESE
PIAN60N O1HHi 51IES ISPItOHI&fE�WIIH01RiHE CONSENla MIS
DESpN. ANY MSCflEPNtCY dSC W EAEil QV iHESE P VN591ALt PRpR
TO CAMMENL91Bit Oi 11� WORIt N WESfqN. 011 WPIfiEN
qMBlSIONS SI Nl1 TAItE PPFG�F.VCE OYER SGLm dFENSbNS
1520 BERNAL AVE. - BURLINGAME
1512 BERNAL AVE. - BURLINGAME
1508 BERNAL AVE. - BURLINGAME
PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
___
REVISION TABLE
� REVISION DATE BY DEP
. __ .
01 0312612022 S.A. PLN
_. _
_
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PROCEFD N11H IHE YPoFI( IN 1NE ARFA OF 05CREPANCIES UNIIL ALL
911CH �L4CPEPNlCIES PAE PFSOLVE�. F iME CONTMCTOH CFIOOSES
TO 00 9J HE 5! W L BE PRKfDINO AT HIS OYM RISIC
OMA45qNS FRON iNE IXUYANQS AND SPEdFlCAilON3 OR hIE MIS
oE5CWP11QV OF TNE KDPK WNICM IS IMN6ESiI.Y NECFSSiRY TO
CARRY qrt RIE BRENT OF iHE 0.WWiN05 ONO SPECIFMATIXIS, OR
WHICH IS WSf0.UpR0.Y REFp9ME0, 5lW.L NOi PEIEVE TNE
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9TE CQYOrtpN3 PLL CONipACTOPS ANO SUB�WNINCTOPS SWLLL
VEPIFY q�E1lSpNS M!0 CIXIDRION6 AT TME SIfE PRIOR TO
COMMFNCEMENf OF TIE1R WOflK FMIIRE TO DO SU SINLL NOT
pFl ce�xTKM FROM TIIE NFSPONSIBLIIY OF FS11M4TING 1HE WOFIt.
IF AY'! VN1NiNk1. DISd18�AVCY 011 CNL561QY (8EINEEN iNE IIIrFM
OF 1HESE CONIPA4T OOCNIQlf50NG 11� E1�SfING WAOrtKKiS ARE
FOUND. Tlff CONIPACTOR qi SUbCURPPGTIXI SIWL NOhY AMS
OESIGN IN WRRNG Ni� OBiNN WWfiFN PE�LUIpN FRdA AMS
�ESIGN PRpR TO NtOCHpNG V.11N ANY REIATEO WOPo(.
SHEET TITLE:
CONTEXT MAP
15�9 BERNAL AVE. - BURLINGAME
1524 BERNAL AVE. - BURLINGAME
PROJECTID: 2103-06
DATE: MARCH. 2021
_ _ _. _
SCALE: N.T.S
DRAWN BY: S.A.
ABBREVIATIONS
DESCR/PAON DESCR/PAON
AB AGGREGATE BASE (CLASS AS NO1ED) ��P LIP OF GUTTER
AC ASPHALT CONCRETE lP LOW POINT
AD AREA DRAIN (MON MONUAIENT
BC BACK OF CURB pN� ORIGINAL GROUN�
BFL BACK FLOW WATER PREVENTOR pB PULL BOX
BOF BOTTOM OF FIXINDATION PGEV PG&E VAULT
BOW BOTTOM OF WALL R,p� PROPER7Y LJNE
C&G CURB AND GUTTER pp POWER POLE
�FF GARAGE FINISH Fl.00R (BACK) pERF PLASTIC PERFORATED PIPE
,C/� CENTERLINE p� pUBLJC SERVICE EASEAIENT
CLSW CENIERLINE SWALE pYC POLYNNri CHLORIDE
CO CLEANOUT R RIGHT OF WAY
CP CONTROL POINT RCP REINFORCED CONCRETE PIPE
DWY �RIVEWAY gp STIX2M DRAIN
DI DROP INLET SpMH STORM �RAIN MANHOLE
D1L DETAIL STD STANDARD
ELCT ELECTRIC SS SANITARY SEWER
EP EDGE OF PAVElAENT ELEVATION SSMH SANITARY SEWER MANHOLE
EUC EUCALIPNS 1REE SW SIDEWALK
(E),E% EXISTING 7C TOP OF CURB
FF flNISH FLOOR h TOP OF FWNDATION
FG FlNISH GRADE TOS TOP OF SLAB
FH FlRE HYDRANT TOW TOP OF WALL
FL FLONLINE TP TOP OF PAVEMENT
FNC FENCE (TYP) TYPICAL
FOC FACE OF CURB USS UNDERGROUND SANITARY SEWER
GB GRADE BREAK UE UTILIN EASEMENT
GFF GARAGE FINISH FLOOR (FRONT) UT UNDERGROUND TELEPHONE
GUY GUY 4ARE UW UNDERGROUND WAlER
HP HIGH POINT VCP VITRIFIED CLAY PIPE
IP IRON PIPE Nt WHITE LINE. S7{21PE
INV INVERT R1JC WALKWAY
JP JOINT POLE WM WATER METER
�B JUNCTION BOX (UTIUTY) YN WATER VALVE
GRADING AND DRAINAGE PLANS
NEW SINGLE FAMILY HOUSE
1516 BERNAL AVENUE, BURLINGAME, CA
APN� 026-033-160
N.T.S. e
LEGEND
EXISTING PROPOSED DESCRIPTION
____ _— ____.. _ _ PROPERN LINE
----�- F -- f FILL AREA LIMIT
---C--- C CUT AREA LIMIT
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SUBDRNN PIPE (PERFORATED)
OVERHEAD UTILRIES WRH POLE
GAS LINE
ELECTRIC LINE (UNDERGROUND)
JOINT TRENCH
STREET LIGHT VAULT
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM ORAIN MANHOLE
ELECTROIIER
WATER MEfER
TREE WfTH TRUNK
6' WOODEN FENCE
SPOT ELEVATION
TREE PROTECTION FENCE
6� TALL CHAIN LINK
SWALE
DIRECTION OF FLOW IN PIPE
AREA DRAIN/ INLEf
GHRISN U SERIES W/
WELDED HEAVY DUtt GRATE COVER
OVERLAND RELEASE PATH
GRADING DIRECTION
(E) TREE TO BE REMOVE
DRAINAGE NOTES
1. Surface water shall be directed away from all buildings into drainage
swales, gutters, storm drain inlets and drainage systems.
2. Connect roof down spouts to solid pvc � minimum 1% slope and min. 6" ground
cover. Connect pipes to on-site inlets. See architectural plans for roof downspout
�ocatfons.
3. On site storm drain Iines shall consist of solid PVC-SCH 40 minimum or better.
Use PVC SCH80 for pipes running under drivewoy.
4. Storm drain inlets shall be precast concrete, Christy U23 type or equivaleni.
UTILITY NOTES:
1. UTiLITY POINTS OF CONNECTION ARE 5� OUTSIDE OF BUILDING. SEE MECHANICAL AND
PLUMBING DRAWINGS FOR UTILITY CONNECTION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICAl10N OF LOCAl70NS OF ALL
EXISTING UTILITIES IN THE FIELD. ALL CONTRACTORS SHALL CALL U.S.A. (t-800-227-2600)
48 HOURS BEFORE DIGGING AND OBTAIN AN IDENTIFICATION NUMBER.
3. COORDINATE UTILITIES SHOWN ON 1HESE SHEETS WITH INSTALLATION OF ELECTRICAL,
TELEPHONE, CABLE TV AND GAS.
4. COORDINATE WATER LINE CONNECTION WITH CITY WATER COMPANY PRIOR TO
CONNECTION TO WATER SYSTEM.
5. FOR GAS AND ELECTRICAL LOCATIONS, SEE PG&E MAPS.
6. ALL UTILITY iRENCHES SHOULD BE BACKFILLED WITH COMPACTED FILL IN AGCORDANCE
WITH LOCAL RE�UIREMENTS OR THE RECOMMENDAl10N5 IN THE SOILS REPORT. FILL MATERIAL
SHOULD BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES IN UNCOMPACTED THICKNESS AND
SHOULD BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION (ASTM D-1557,
LATEST ED1110N) BY MECHANICAL MEANS ONLY, EXCEPT WHERE LOCAL REOUIREMENTS SPECIFY
HIGHER RE�UIREMENTS. IF IMPORiED SAND IS USED AS BACKFILL, hIE UPPER THREE FEET IN
BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO 95 PERCENT. hIE UPPER 6 INCHES
OF BACKFILL IN ALL PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE
COMPACTION.
7. SANITARY SEWER PIPE SHALL BE PVC SDR26 FOR ON SITE LINES. STORM DRAIN PIPE
SHALL BE 12" REINFORCED CONCRETE PIPE (UNLESS OTHERNASE SHOWN).
8. SANITARY SEWER LATERAL SHALL BE 4" PVC AT MINIMUM SLOPE OF 0.02 WITH CLEANOUT.
9. WATER MAINS, SERVICES, METERS, FIRE SERVICES AND FIRE HYDRANTS BY CITY
WATER COMPANY.
10. THE CONTRACTOR IS RESPONSIBLE TO HAVE ALL INSTALLATIONS INSPECTED AND APPROVED
BY THE RESPECTIVE UTILITY COMPANY, MUNICIPALITY, OR SOILS ENGINEER PRIOR TO ANY BACK
FILLING. (48 HOUR NOTICE).
11. CONSULT PARIICIPATING UTILITIES, SOILS ENGINEER, AND THE CITY FOR APPROVED BACK FILL
MATERIAL. COMPACTION TO MEET LOCAL AGENCIES REQUIREMENTS.
12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF CONSTRUCTION WITH THE
RESPECTIVE UTILITY AGENCIES, ALLOWING 48 HOURS PRIOR TO THE NEED FOR INSTALLATIONS.
13. ALL TRENCHES, CONDUITS, AND BOXES ARE SHOWN SCHEMATICALLY.
14. CONTRACTOR TO VERIFY ALL INVERTS AND LOCATIONS OF UTILIIIES PRIOR TO CONSTRUCTION.
GEOTECHNICAL REVIEW:
GRADING AND DRAINAGE PLANS SHALL BE REVIEWED AND APPROVED BY THE PROJECT
GEOTECHNICAL/ SOILS ENGWEER. GEOTECHNICAL/ SOILS E�GINEER TO PFOVIDE AND FURNISH
LETTER OF APPROVAL TO CITY.
UTILITY NOTE:
DOWN-SPOUT THE UTILI7IES EXISi1NG ON THE SURFACE AND SHOWN ON h115
DRAN7NG HAVE BEEN LOCATED BY FIELD SURVEY. ALL UNDERGROUND
OVERFLOW SCUPPER UTILIiIES SHOWN ON THIS DRANANG ARE FROM RECORDS OF THE
VARIOUS UTILITY COMPANIES AND THE SURVEYOR DOES NOT ASSUME
RESPONSIBILITY FOR 'fHEIR COMPLETENESS, INDICATED LOCATION, OR
HAND DIG AREA SIZE. RECORD UTILITY LOCATION SHOULD BE CONFlRMED BY EXPOSING
nae unurv.
OVERHEAD ELECTRIC LINE
NO TE:
CONSTRUCTIINJ HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS ANO
SHEET INDEX
C-1 COVER SHEET, NOTES
C_2 GRADING AND DRAINAGE PLAN
C-3 DETAILS
C-4 ER0510N CONTROL PLAN
C-5 BEST MANAGEMENT PRACTICES
BASIS OF BEARINGS:
FOUND SURVEY MONUMENTS . RECORD INFORMAiION WAS USED. PER RECORD
MAP, BOOK/VOL (LLS):26 PAGE:80 WHICH IS FILED IN THE COUNTY OF SAN
MATEO RECORDER'S OFFICE.
PROJECT BENCHMARK:
N.G.S. BENCHMARK BM #HT-0556 DISK FOUND ELEV= 30.8
(NAVD 88 DATUM)
SITE BENCHMARK.•
SURVEY CONTROL MAG NAIL ELEVATION=70.06'
(NAVD 88 DATUM)
EARTHWORK TABLE
IOCATION CUT (CY) FILL (CY) IMPORT (CY) EXPORT (CY)
HOUSE/ GARAGE 2 75
SITE EARTHWORK 19 67
TOTAL 21 142 0 121
NOTES:
1. EARTHWORK QUANTITIES ON THIS TABLE ARE FOR INFORMATION ONLY.
CONTRACTORS ARE TO PERFORM THEIR OWN QUANTIIY TAKE OFFS.
1-800-227-2600—
NOTICE TO CONTRACTORS ��EFORE y0G
CONTRACTOR TO NOTIFY U.S.A. (UNDERGROUND �P �
SERVICE ALERT) AT 800-227-2600 A MINIMUM �s
OF 2 WORKING DAYS BEFORE BEGINNING UNDER— A
GROUND WORK FOR VERIFICATION OF THE LOCATION o IN� �
AND DEPTH OF UNDERGROUND UTILITIES. 2OF P�'�
R�R��ND SE����
1-800-227-2600—
SMP
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EN GI N EERS
CIVIL ENGINEERS
7534 CAROB LANE
LOS ALTOS. CA 94024
iEL: (650) 941-8055
FAX: (650) 947-8755
APPUCANT:
COPIRIGHT i� 2022
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Job �:
221048
Sheet:
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ENGINEERS
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1534 CAROB LANE
LOS ALTOS, CA 94024
TEL: (650) 941-8055
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COPYf21GHT QC 2022
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Date:
02/07/2022
scale:
1"=10�
Propared by.
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Chacked by.
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Job y:
221048
sne�c:
20F5
C-2
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tIRFS BIiuWNG TIE NRB. WiRE MESN � �
PIPE IN ROLLED CURB �"' - '_ --�-"�'�
N.T.S. �x' onwct[R PIPF (wv)
"oh:
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( CNMVOE t0 M' OVM PIVE;
(3 n51PLL MU�IIPLE SMPllLR �V. PIP6;
(C) iNSiALL A/J FE&R MH T�E PIPE iM M[ CUNA V'/L[ MEA
�� COi0M1�roNp� SIWL BE ClwSS 0(S SK�( uIX), d/1' NUt. r.GFEW�E, WIM 2�8: UMP9nLN PER CW9C TA9D MDE� FOR
A IILHI BROOUEO iINISH, COlOREO N!U SLOFED i0 AUiCH SUFHOIIx�IeiG S�DFNNH. SEE AOEWn�N
nui onnverEics�"- ess �
APPROYFD BV DRAWING
STIIN�MO CURB URAIN N0.
DATE SW2
om�a�xroFvueucxonKe �'�
INLET WITH TRAP
24' CORRUGATED PLASTIC PIPE (TO BE PUNCHED ON INTO 48` PIPE TYP)
24" CORRUGATED PLASTIC PIPE
INV 6" PVC (IN) PER
48" END CAP
\ �� _ N0. 57 STONE OPEN-GRADED SUBBASE
�----� THICKNESS : MIN. 6" AT SIDES AND TOP,
MIN. 12" AT BOTTOM
SECTION W-W
INV PER PIAN
SECTION X-X
PIPE
INLET WITH TRAP
24" CORRUGATED PLASTIC PIPE (TO BE PUNCHED ON INTO 36" PIPE TYP)
INV 3 CAST IRON (OUT) OVERFLOW PER PLAN
46" END CAP
STORM DRAIN INLET & DETENTION BASIN
� N.T.S.
INV 6" PVC (IN) PER
48"m HOPE PERFORATED, NO SLOPE -
48"
SMP
,
ENGINEERS
CIVIL ENGINEERS
7534 CAROB LANE
lOS ALTOS, CA 94024
7EL: 850 941-8055
FAX: 650 941-8755
APPLICANT.
�OPIRIGHT OC 20ti
SMP ENGINEQ2S
GNL ENGINEERS
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Date:
D2/07/2022
Scale:
AS NOTED
Preparad by.
S.P.
Cheaked by.
S.R.
Job /:
' 221048
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w STABILRED CONSTRUQ170g.�bITRANC -
MIN. 30' LONG X MIN. 71' VNDE
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STOCKPILE AREA & ' �
MATERIAL STAGING � EL _ GR UNU �
LOCATION. q�
DEBRIS 80X LOCATION I, uv 's
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IE-BREAK '�0b�
PROTECT (E) STREET INLETS
H77HIN 200' FROM PROJEC,�.,£ITE OR AS DIRECiED BY INSPECTOR
AC
'BASIS �F BEARING'
�e.oz 655�04
BERNAL AVE
(R/W: 50')
l I_IRB
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>>or
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GRAPHIC SCALE
70 0 5 10 20 40
i•'=io'
x�z.�zcz
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30' BERNAL AVE.
� PROVIDE APPROPRIAIE 7RANSITION
PROFILE � BETWEEN STABILIZED CONSTF2UC710N
EN7RANCE AND PUBLIC R16HT-OF-WAY
30' MIN
X A11RAFl (OR EQUAL)
ON EXIS7ING GROUND
EXISTIN6 BERNAL AVE.
GRWND
Maintenance P�'N
- The entronce shall be malntafned (n o conditlon thot w111 pravent
4racking or flowing sedlment onto publ(c rlghts-of-woy. Thls moy
requlre periodlc top drossing wlth addlUonal stone as contliUons
demand, and repalr and/or clean out ony meosures used to trop
sedlment.
- AIl sedlmeni spilled, droppad, washed, or trocked onto publlc
rlghts-of-way shdl be removed Immedlately.
- When necessory, wheels shall be cleuned to remove sediment
prior to entrance onto publlc rtghts-of-woy. ThIs ehall be done at
an area stablllzed with crushed stone, whlch dralna Into an
approved sed(ment trop or sedlment bosln.
STABILIZED CONSTRUCTION ENTRANCE
NOTE
FOR STABAL2ED TRANSITION POINT
USE 3"-6' AGGREGAiE OVER GEOlEX11LE FABRIC
� 12�
�
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DRAIN
GRATE
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Flow
SLOPE
(2.5:1)
FIBER ROLL
N.T.S.
FIBER ROLL NOTES
1. Place fiber roll In key trench 3" deep and place ezcawted soil
on uphlll or flow sida of the roll.
2. On slopes ond hlllsldes, ifber rolls shall be abutied at the ends
and not overlopped. Place alternate stakes on both sldes of the
roll, avary 6'.
3. Instoll fiber roll 12" from Ilmit of grading
Stockplle cover fa6ric
Werlap tabric
Z� �tYPical)
(TO BE MAINTAINED)
Swale -
2 WOODEN STAKES OR
REBAR PER HAY BALES (TYP) STAPLE AS REQUIRED
12 MI� PLASTIC
LINING
ROUGH WOODEN FRAME I BINDING WIRE
NATIVE MATERIAL STACKED HAY BALES (2)
�
WEIGHT IN CORNERS
SECTI�N A-A
�r 6T b��AL�
CONCRETE WASHOUT AREA
N.T.S.
rzow _
(E) CATCH BASIN�
(E) PAVEMENTJ
Secure fabric with
siaples, rock bags,
or similor weight
device
YYCUIaL LVV�C JIR
BETWEEN HAY BAL
/ 12 MIL PLASTIC LINING
Rope
�iYDical)
F�_OW
WEIGHT IN CORNERS
GRAVEL BAGS (PEA SIZE, CLEAN)
� STACKED ONE HIGH
-AT WEIR OPENING
� `Q� � (E) CATCH BASIN-�� ���5�-
SILT BAG/ FILTER
� TO BE REGULARLY MAINTAINED
NOTES TRAFFIC CONES
SECTION B-B
PERFORM CLEARING AND EARTH-MOVING ACTIVITIES ONLV DURING DRY WFATHER. MEASURE6 TO ENSURE PLAN
ADEQUATEEROSIONANDSEDIMENTCONTROLSHALLBEINSTALLEDPRIORTOEARTH-MOVINGACTIVITIESAND EXISTWG DRAINAGE INLET PROTECTION
CONSTRUCTION. N. T. S.
MEASURESTOEPoSUREADEQUATEEROSIONAN�SEDIMENTCONTROLAREREQUIREDVEAR-RWND.STABILIZEALL EROSIONANDSE�IMENTCONTROLNOTESANDMEASURES
DENUOEDAREASANDMAINTAINEROSIONCONTROLMEASURESCONTINUOUSLYBETWEENOCTOBERIANDAPRII 11. Reosonoble cafe shall be taken when hauling ony eaflh, sand, grovel, stone,
ao. 1. The faclllt(es shown on this Plan are desfgned to control Erosion debris, paper or any other substance over any public slreet, alley or other public
und sedlment durfng the rainy season, October 1st to April 30. place. Should any blow, spill, or track over und upon said public or odjacent
STORE,HFNDLE,ANDDISPOSEOFCONSTRUCTIONMATERIALSANDWASTESPROPERLY,SOASTOPREVENTTHEIRCONTACT Faclll{Ies are to be opefable pf(or to OCiober 1 Of any year. Grading Pflvate prope�ty, Immedlately remedy Shall oCcuf.
wtiH STORMWATER: opEfOtIOnS during the ralny season, whlch leave denuded slopes shall 12. Sanitary facilities shall be maintained on the site.
� be protected with eroslon control measures immedlately following
CONTROLANDPREVENTTHE�ISCHARGEOFALLPOTENTIALPOLIUTANTS,INCLUDINGPAVEMENTCUTTINOWA3TES, gfadln9 0� the SlOpes. 10. During lhe rainy SeaSon, all paVed afea5 Shall be kept Cleaf of ea�th ma1eflal
PAINTS, CONCRETE, PETROLEUM PROOUCTS, CHEMICALS, WASH WATER OR SEDIMENTS,AND NON-STORMWATER 2. 7his plan covers Only ihe f1r54 Winier f011oWing grading With and debri9. The 51{e Shall be molniaifted So as lo minimiZe Sediment laden
DISCHHRGES70STORMORAINSANDWATERCOURSES. O9sum8d 91tB cond(tl0ns OS 9hOwn Otl th¢ Ef0310f1 Co11if01 Plon. rUnaff to Ony skorm drainage sys}em9, including existing droinoge swales and
Prior to September 15, the completion of site Improvement shall be water courses.
USESEDIMENTCONTROLSORFILTRA710NTOREMOVESEDIMENTWriENDEWATERINOSITEANDOBTAINREGIONAL evalu0ied and revislons mode io Lhis plon os nece55ary wiih the �3. ConSt�uciian ope�atlons shall be corried Out in such a manner that eroslon
WATER�UALITYCONTROLBOAR�(RYWCB)PERMIT(S)ASNECESSARV. approval of {he ci}y eng(neer. PIanS are to be rcsubmit4ed fof ciiy
approVal prior to September 7 of each subseqUent year until site and woter pollution will be minimized. State and local laws concerning pollution
AVOIDCLEANING,FUELING,ORMNNTAININGVEHICLESONSITE,EXCEPTINAOESIGNATEOAREAWHEREWASH impfOVement5 a�e �CCEpSOd by the City.
abatement shall be complied with.
WATERISCONTAINEDANDTREATED. 3. Construction entronces shall be Installed prior to commencement 74. Coniroctors sholl provide dust contral as required by the appropriote federol,
of grading. AIl constructlon tratflc entering onto the paved roads state, and local agency requirements.
LIMITAND7IMEAPPLICATIONSOFPESTICIDESANDFERTIIIZERSTOPREVENTPOLWTEDRUNOFF. must cro9s the stabilized COnsS�uction enUancew0ys. 73. Wth ihe approval of the city inspecto�, erosion and sedimeni controls moybe
4. Controctor shull molntaln stabilizad entronce at each vehicle
LIMITCONSTRUCTIONACCESSROUTESTOSTABILIZED,OESIGNATEDACCE9S POINTS. atCess p01nf to exi9ting paved 5ireet5. Any mud o� debfi5 ffOCked �BmoVed Of�e� area5 above them haVe been StabllZed.
anto publ(c streets shall be removed daily and as required by the
AVOIDTRACKINGDIRTOROTHERMATERIALSOFFSITE;CLEANOFF-SITEPAVEDAREASANDSIDEWALKSUSINGDRV 01tY� MAINTENANCE NOTES
SwEEPiNc ME7HODs. 5. If hydroseeding is not used or or Is not eifectively 10/10, then 1. Maintenance is to be performed as follows:
other lmmedlate methods shall be Implemented, such as Erosion A. Repair damages caused by soil erosion or construciion at the
TRAINAN�PROVIDEINSTRUCTIONTOALLEMPLOYEESAND&UBGONTRACTORSREOARDINGTHEWATERSHED control blankets, or a three-ste 0 IiCOtI0f1 Of: 1 58Bd, MUICh,
PROTECTION MAINTENANCE STANDARDS AND CONSTRUCTION BEST MANAOEMENT PRACTICES. P PP � end of each WOfking day.
fertllizer 2) blown strpw 3) tackitfer and mulch. B. Swales shall be inspected periodicolly and maintained as needed.
PLACEMENTOFEROSIONMATERIALSATTHESELOCATIONSAREREQUIREDONWEEKENDSANDDURINGRAIN 6. Inlet proteCtion Shall bE in5f011ed at Op@n inle23 f0 pfevent C. Sedimenf tfaps, berms, and SWoles a�e to be in9peCked affer
EVENiS:PERPtlW sedlment from entering the storm drain system. Inlets not used in each storm and repairs mode as needed.
conJunctlon with eroslon conirol are to be 6locked ta prevent entry D. Sediment shall be removed and sediment trops restored to its
of sediment.
THEAREASDELINEATEDONTHEPLANSFORPARKING,GRUBBING,STORAGE,ETC.,SHALLNOTBEENLAROEDOR 7, LOks wiih houses undGf conslfuCfion wlll nOf be hydro5eeded ofiginal dimen5ions When 5ediment has accumulG�ed io u depih of
'RUN OVER."
Eroslon protectlon for each lot wlth a house under construction shall one foot.
confirm to the Typical Lot Eroslon Control Detail shown on this sheet. E. Sedlment removed from trap shall be deposited in a suitable
CONS7RUCTIONSITESAREREQUIREDTOHAVEEROSIONCON7ROLMATERIALSONSITEDURINGTHE "OFF-SEASON" 8. Thls eroslon and sedlment control plan may not cover all the area and In such a manner that it w(II no1 erode.
DUSTCONrROLISREQUIREDVEnR-ROUND. sltuatlons that mqy nrise during construction due to unanticipated F. Rills and gullies must be� repaired.
field conditions. Variatlons ond additions may be made to this plan
�� in the field. Notify the c(ty representative of any tteld chonges. 2. All existing drainage inlets on St. George Lane wlthin the limit of tha project
EROSION CONTROL MATERIALS SHALL BE STORED ONSITE. , shall be pro{acied with sand bags dur(ng canstruc�lon. See
9. This plan Is intended to be used for interim erosion and sediment control detail. Sand bag inlet protection shall be cleaned out whenever sediment
USEOFPLASTICSHEE7INGBETWEENOCTOBERIANDAPRIL301SNOTACCEPTABLE,UNLESSFORUSEON only Ond is not to be used for finol elaVations or permanent improvements.
STOCKPILES WHERE THE STOCKPILE ISALSO PROTECTED WITH FIBER ROLLS CONTAINING 7HE BASE OF THE dep{h Is one holf ihe height of one sand bag.
STOCKpiLE. 10. Controctor shall be responslble for monftoring erosion and sediment 3. Existing concrete ditch sediment trap sholl be cleaned out routinely
control prior, during, and after storm events.
TREE PROTECTION SHAIL BE IN PLACE BEFORE ANY OEMOUTION, ORADING, EXCAVATING OR GRUBBING IS STARTED du�ing COnSlNctlon.
�
ii'Q�'i�1
L - _ J
A
PLAN VIEW
HEIGFi�
rsTruw
FIBER ROLLS
fs 12"+I F
NOTES: S MP
7. PLACE FIBER ROLLS AROUND THE
�FIBER ROLLS INLET CONSISTEM WITH BASIN SEDIMENT
TIGHTLY WARPED BARRIER DETAIL ON THIS SHEtT. FIBfR
ROLLS ARE 7UBES MADE FROM STRAW
BOUND W/ PLASTIC NETTING. iHEY ARE ,
-SEDIMEM TRAP �PRO%. 8" DIA. AND 20 -16 Ff. LONG.
TRENCH. 2. FIBER ROLL INSTALIATION REQUIRES
THE PLACEMENT AND SECURE STAKING OF
THE FIBER ROLL IN A TRENCH, 3' DEEP,
DUG ON COMOUR. RUNOFF MUST NOT
BE ALLOWED TO RUN UNDER OR AROUND
FigER Ro��. E N G I N E E R S
�WOOD STAKES OR 3. THE TOP OF THE STRUCTURE (PONDING CIVIL ENGINEERS
MEfAI REBAR. HEIGHT) MUST BE WELL BELOW THE
GROUND ELEVATION DOWNSLOPE TO
PREVENT RUNOFF FROM BY-PASSING THE 7534 CAROB LANE
INLEf. EXCAVATION OF A BASIN ADJACENT
TO THE OROP INLE7 OR A 7EMPORARY LOS ALTOS. CA 94024
DIKE ON THE DOWNSLOPE OF THE 1EL: 650) 941-8055
STRUCTURE MAY BE NECESSARY. fAX: 650) 947-8755
4. FOSSIL FILTERS SHALL BE
MBED FIBER ROLL 3"-5" INCARPORATED IN ALL CATCH BASINS AND
INTO SOIL (SEE FIBER ROLL FlELD WlETS 24' AND LAfiGER AND SHALL
DEiNL ES) BE INSTALLED PER MANUFACTURER
SPECIFICATIONS. FOSSIL FILTERS ARE APPLICANT:
AVAILABLE FROM KRISTAR EMERPRISES
�� INC., 422 LARKFIELD CENTER, SUITE 271,
. SANTA ROSA, CA 95403, PHONE (800) ,
579-8814
SLOPE J DROP
�2.5:�) INLET PROVIOE 1' WIDE BY 6"
DEEP SEOIMENT TRAP
TRENCH AROUND INLET.
FOSSIL FILTER SECTION A- A
STORM INLET SEDIMENT TRAP-FIBER ROLLS
N.T.S.
COPIRIGHT OC 2022
SAIP ENGINEERS
CINL ENGINEERS
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Date:
02/07/2022
Scale:
AS NOTED
Prepared by
S.P.
Checked by.
S.R.
Job �':
221048
Sheet:
40F5
C-4
TEMPORARY COVER ON STOCK PILE
N. T, S.
(E) CURB & GUT7ER
GRAVEL BAGS � A-__
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PLAN
NOT TO SCALE
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SAN MATEO COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as
they apply to your project, all year long.
Materials & Waste Management
Non-Hazardous Materials
❑ Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or if not actively being used within
14 days.
❑ Use (but don't overuse) reclaimed water for dust control.
Hazardous Materials
❑ Label all hazazdous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in
accordance with city, county, state and federal regulations.
❑ Store hazardous materials and wastes in water tight containers, store
in appropriate secondary containment, and cover them at the end of
every work day or during wet weather or when tain is forecast.
❑ Follow manufacturer's application instructions for hazardous
materials and be careful not to use more than necessary. Do not
apply chemicals outdoors when rain is forecast within 24 hours.
❑ Arrange for appropriate disposal of all hazardous wastes.
Waste Management
❑ Cover waste disposal containers securely with tarps at the end of
every work day and during wet weather.
❑ Check waste disposal containers frequently for leaks and to make
sute they are not overfilled. Never hose down a dumpster on the
construction site.
❑ Clean or replace portable toilets, and inspect them frequently for
leaks and spills.
❑ Dispose of all wastes and debris properly. Recycle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate base
materials, wood, gyp board, pipe, etc.)
❑ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazazdous waste.
ConstrucHon Entrances and Perimeter
❑ Establish and maintain effective perimeter controls and stabilize all
construcrion entrances and exits to sufficiently control erosion and
sediment dischazges from site and tracking off site.
❑ Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
Equipment Management &
Spill Control
,�+,*'+^� `�
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Maintenance and Parking
❑ Designate an azea, fitted with appropriate BMPs, for
vehicle and equipment parking and storage.
❑ Perform major maintenance, repair jobs, and vehicle
and equipment washing off site.
❑ If refizeling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan or drop cloths big enough to collect
fluids. Recycle or dispose of fluids as hazardous waste.
❑ If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed azea that will not
allow rinse water to run into gutters, sireets, storm
drains, or surface waters.
❑ Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, or steam cleaning equipment.
Spili Prevention and Control
❑ Keep spill cleanup materials (e.g., rags, absorbents and
cat litter) available at the construction site at all times.
❑ Inspect vehicles and equipment frequently for and
repair leaks promptly. Use drip pans to catch leaks
until repairs are made.
D Clean up spills or leaks immediately and dispose of
cleanup materials properly.
❑ Do not hose down surfaces where fluids have spilled.
Use dry cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ Sweep up spilled dry materials immediately. Do not
try to wash them away with water, or bury them.
❑ Clean up spills on dirt azeas by digging up and
properly disposing of contaminated soil.
❑ RepoR significant spills immediately. You aze required
by law to report all significant releases of hazardous
materials, including oil. To report a spill: 1) Dia1911
or your local emergency response number, 2) Call the
Govemor's Office of Emergency Services Warning
Center, (800) 852-7550 (24 hours).
Earthmoving
❑ Schedule grading and excavation work
during dry weather.
❑ Stabilize all denuded areas, install and
maintain temporary erosion conhols (such
as erosion control fabric or bonded fiber
matrix) until vegetation is established.
❑ Remove existing vegetation only when
absolutely necessary,and seed or plant
vegetation for erosion control on slopes
or where construction is not immediately
planned.
❑ Prevent sediment from migrating offsite
and protect storm drain inlets, gutters,
ditches, and drainage courses by installing
and maintaining appropriate BMPs, such
as fiber rolls, silt fences, sediment basins,
gravel bags, berms, etc.
❑ Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.
Contaminated Soils
❑ If any of the following conditions aze
observed, test for contamination aod
contact the Regional Water Quality
Control Boazd:
- Unusual soil conditions, discoloration,
or odor.
- Abandoned underground tanks.
- Abandoned wells
- Buried barrels, debris, or trash.
❑ Avoid paving and seal coaring in wet
weather or when rain is forecast, to
prevent materials that have not cured
from contacting stomtwater runoff.
❑ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
seal, fog seal, etc.
❑ Collect and recycle or appropriately
dispose of excess abnsive gravel or sand.
Do NOT sweep or wash it into gutters.
❑ Do not use water to wash down fresh
asphalt concrete pavement.
Sawcutting & AsphalUConcrete Removal
❑ Protect nearby storm drain inlets when
saw cutting. Use filter fabric, catch basin
inlet filters, or gravel bags to keep slurry
out of the storm drain system.
❑ Shovel, abosorb, or vacuum saw-cut
slurry and dispose of all waste as soon
as you are finished in one location or at
the end of each work day (whichever is
sooner!).
❑ If sawcut slurry enters a catch basin, clean
it up immediately.
Concrete, Grout & Mortar
Application
❑ Store concrete, grout, and mortar away
from storm drains or watenvays, and on
pallets under cover to protect them from
rain, runoff, and wind.
❑ Wash out concrete equipmenUtrucks
offsite or in a designated washout
area, where the water will flow into a
temporary waste pit, and in a manner
that will prevent leaching into the
underlying soil or onto surrounding areas.
Let concrete harden and dispose of as
garbage.
❑ When washing exposed aggregate,
prevent washwater from entering storm
drains. Block any inlets and vacuum
gutters, hose washwater onto dirt azeas, or
drain onto a bermed surface to be pumped
and disposed of properly.
Landscaping �.,,,�.
❑ Protect stockpiled landscaping materials
from wind and rain by storing them under
tarps all year-round.
❑ Stack bagged material on pallets and
under cover.
❑ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
Painting & Paint Removal
Painting Cleanup and Removal
❑ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or stream.
❑ For water-based paints, paint out brushes
to the extent possible, and rinse into a
drain that goes to the sanitary sewer.
Never pour paint down a storm drain.
❑ For oil-based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
excess liquids as hazardous waste.
O Paint chips and dust from non-hazardous
dry stripping and sand blasting may be
swept up or collected in plastic drop
cloths and disposed of as trash.
❑ Chemical paint stripping residue and chips
and dust from marine paints or paints
containing lead, mercury, or tributyltin
must be disposed of as hazardous waste.
Lead based paint removal requires a state-
certified contractor.
Dewatering
❑ Dischazges of groundwater or captured
runoff from dewatering operations must
be properly managed and disposed. When
possible send dewatering dischazge to
landscaped area or sanitary sewec If
discharging to the sanitary sewer call your
local wastewater treatment plant.
❑ Divert run-on water from offsite away
from all disturbed areas.
❑ When dewatering, notify and obtain
approval from the local municipality
before dischazging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
❑ In areas of known or suspected
contamination, call your local agency to
determine whether the ground water must
be tested. Pumped groundwater may need
to be collected and hauled off-site for
treatment and proper disposal.
/
ENGINEERS
CIVIL ENGINEERS
ts� cnRos uNe
LOS ALTOS, CA 94024
iEL: 650 941-8055
FAX 650 941-8755
APPt1CANT:
COPIRIGHT OC 2022
SMP ENGINEQ2S
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NOTE: FOR ALL FINAL GRADE LEVELS,
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(STREET TREES)
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SCALE
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TREE PLANTING
N.T.S.
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21 GRAM PLANT TABLET
1 GC 1TABLETS
5 GC 2 TABLETS
15 GC 3 TABLETS
ALLOW ROOT BALL TO
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SHRUB PLANTING
N.T.S.
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SECTION A
scale I/4"= I'
LONCEPI'UAL SECTIONS ONLY TO StfON' DE51GN IN7ENT
NOT FOF CONSTRUCTION
FOR ALL STAIR AND RNLIN6 DETAILS REFER GIVL
ALL 5TAI25 AND RAILINGS TO MEEf LAIIFORtJIA LODE REQUIREMENTS
BEYOND STAIR
PLANTING NOTES
THE PLANTING PLAN IS DIAGRAMMATIC ONLY. THE EXACT LOCATION OF PLANT
MATERIAL SHALL BE DETERMINED IN THE FIELD.
THE CONTRACTOR SHALL VERIFY THAT THE SOIL TO BE PLANTED IS NATIVE, AND FREE
FROM ANY FOREIGN MATERIALS OR SUBSTANCES.
TILL ALL NEW PLANTING AREAS TO A DEPTH OF 8", AND REMOVE ALL WEEDS, STICKS,
STONES OVER 7/2" DIAMETER, AND ANY OTHER MATERIAL NhiICH VJOULD BE HARMFUL
TO PLANT GRON?H.
ALL NEW PLANTING AREAS SHALL RECEIVE A 3' LAYER OF WOOD
RESIDUAL. TILL IN TO A DEPTH OF 8" AND FINE GR4DE.
ALL PLANT MATERIAL SHALL RECEIVE "AGRIFORM" FERTILIZER TABLETS AT THE TIME
OF PLANTING, INSERTED IN THE BACKFILL MIX AT HALF THE DEPTH OF THE R0018ALL.
TABLET QUANTITIES AND SIZE AS INDICATED ON THE PL4NTING DETAILS.
AFfER FINE GRADING, AND PLANTING, (PRIOR TO TOP DRESSING WITH MULCH) A
PRE-EMERGENT HERBICIDE SHALL BE APPLIED AT A RATE AND METHOD
RECOMMENDED BY THE PRODUCT MANUFACTURER. SPREAD AS A TOP DRESSING, A 3"
LAYER OF BARK (LARGE), IN ALL PLANTING AREAS
ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNERS OR THE
LANDSCAPE ARCHITECT.
ALL PLANTING DETAILS SHALL BE CLOSEIY FOLLOWED, AND ALL LOCAL GOVERNING
CODES SHAIL BE MET.
ALL PLANT MATERIALS SHALL BE IN A HEALTHY, VIGOROUS, AND DISEASE FREE
CONDITION. THE PL4NT SI2E SHALL BE PROPORTIONAL TO THE CONTAINER SIZE
SPECIPIED. PLANTS NOT MEETING THESE REQUIREMENTS VNLL BE REFUSED, EVEN IF
PLANTED.
SEE ARBORIST REPORT DATED JULY 23, 2021 FOR A DESCRIPTION AND
RECOMMENDATION FOR ALL EXISTING TREES ON SITE.
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JOB NUMBER
DATE 07-30-21
DRAWN BY
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HYDROZONES
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IRRIGATION NOTES
PLAN IS DIAGRAMMATIC; THE EXACT LOCATION OF VALVES, LINES, HEA05, ETC., SHALL BE
DETERMINED IN THE FIELD. LINES SHALL BE IN ACOMMON TRENCH WHERE POSSIBLE.
THE ENTIRE IRRIGATION SYSTEM WILL BE WITHIN THE PROPERiY BOUNDARIES. THE LOCATION
OF MAIN LINES, BACKFLOW, VALVES, ETC., ON'fHE DRAWINGS, IS SCHEMATIC.
LINES SHALL BE IN A COMMON TRENCH WHERE POSSIBLE.
IINES AND SLEEVES TO BE INSTALLED UNDER PAVING SHALL BE SCHEDULE 40 PVC.
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOT OPERATE ANY HEAW EQUIP.
OVER UTILITY LINES AND SHALL HAND DIG ANY TRENCHES WITHIN 5' OF UTILIN LINES.
THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO UTILIT' LINES AT HIS OWN EXPENSE
IRRIGATION SYSTEM WAS DESIGNED FOR A MAXIMUM OF 12 GPM AT 40 PSI WORKING
PRESSURE (WORST CONDITION AT FURTHEST HEAD/DRIP UNIT. IRRIGATION COM.
TO VERIFY PRESSURE PRIOR TO CONSTRUCTION OF ANY PART OF THE IRRIGATION
SYSTEM. IF WORKING PRESSURE IS GREATER THAN 75 PSI, CONSULT THE LAN0.SCAPE
ARCHITECT FOR USE OF A PRESSURE REGULATOR. IF WORKING PRESSURE IS LESS THAN
40 P51 CONSULT LANDSCAPE ARCHITECT.
THE WATER SOURCE FOR THE IRRIGATION SYSTEM SHALL BE PROTECTED FROM BACK
FLOW BY A BACK FLOW PREVENTER (TO BE INSTALLED IN ACCORDANCE
WITH CI7Y STANDARD DETAILS.
ALL VALVE WIRING SHALL BE COPPER U.L APPROVED FOR DIRECT BURIAL. CANNECT
WIRESUSINGSPLICE-KOTEWIRECONNECTORS. WIRESIZETOBE#12AWGMIN. (RUNS
LONGER THAN 1000 Ff. SHALL BE #10 AWG) ONE SPARE CONTROL WIRE TO BE PROVIDED
THROUGHOUT
ALL BACKFILL MATERIAL SHALL BE FREE OF ROCKS (OVER 3/4"), AND OTHER EXTRANEOUS
MATERIALS, AND SHALlBE COMPACTED TO PREVENT SETTLING.
AT JOB COMPLETION SUPPLY OWNERS WITH CONTROLLER KEYS, AND MANUFACTURERS
PRODUCT INFORMATION.
ALL IRRIGATION DETAILS SHALL BE CLOSELY FOLLOWED, AND ALL GOVERNING CODES SHAIL
BE SATISFIED.
THE DRIP IRRIGATION SYSTEM WAS DESIGNED TO PROVIDE ONE DISTRIBUTION LINE TO EACH
SHRUB (LINES SHALL NOT BE TEED), AND TWO LINES FOR EACH
THE IRRIGATION CONTRACTOR SHALL COORDINATE THE SPRINKLER HEAD/DRIP UNIT LOCATIONS
AND QUANTITIES WITH THE PLANTING PLAN, AND PROVIDE PROPER IRRIGATION TO ALL PLANT
MATFRIALS SHOWN ON THE PLAMING PLANS. THE IRRIGATION CONTRCTOR SHALLTEST THE
IRRIGATION SYSTEM PRIOR TO ANY BACK FILIING, AND SH/LLL CONTACTTHE IANDSCAPE
ARCHITECT WITH !WY DESCREPANCIES BEiWEEN THE DRAWINC>S AND FIELD CONDITIONS.
NO TRENCHING WITHIN THE DRIP LINE OF EXISTING TREES SHALL BE PERMITTED. IF
IRRIGATION LINES MUST PASS THROUGH THE DRIP LINE OF EXISTING TREES, CONSULT THE
LANDSCAPE ARCHITECT.
GREAT CARE SHALL BE GIVEN TO PREVENT DIRT FROM EMERING THE IRRIGATION SYSTEM
DURING CONSTRUCTION. FLUSH THE ENTIRE SYSTEM THOROUGHLY BEFORE INSTALLING
THE MAXI FLO HEADS. ALL DRIP CIRCUITS SHALI HAVE A Y STRAINER AS INDICATED ON
THE IRRIGATION LEGEND
I HAVE COMPLIED WITH THE CRITERIA OF WATER CONSERVATION IN LANDSCAPING
ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN
THE IRRIGATION DESIGN PLAN.
SEE WATER BUDGET PREPARED FOR THIS SITE AND SUBMITTED WITH THIS ORAWING SET
THE IRRIGATION CONTROLLER SHALL BE WEATHER BASED, TO LIMIT WATER
WASTE PER WELO 12.44.070C2. CONTROLLER MAY NOT RELY SOLELY ON TIME BASED SCHEDULING.
IRRIGATION SPRAY HEADS SHALL BE PLACED AND ADJUSTED TO PREVENT OVERSPRAY ONTO PAVED AREq
AND ADJUSTED TO PREVENT FOGGING AND MISTING. NOZZELS TO BE PRESSURE COMPENSATING.
PRESSURE REGULATING DEVICES ARE RE�UIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE
RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.
CHECK VALVES OR ANTIDRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POIM
DRAINAGE COULD OCCUR.
A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BEKEPT WITH THE IRRIGATION CONTROLLER FOR
SUBSE�UENT MANAGEMENTPURPOSES.
A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDCAPE
PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR OFTHE PROJECT.
AN IRRIGATION AUDIT REPORT SHALL BE CAMPLETED AT THE TIME OF FINAL INSPECTION.
USE CHECK VALVES WHERE NEEDED TO PREVENT DRAINAGE TO LOW POINT HEADS.
iRRIGATION LEGEND
IRRITROL MGE (BLUE) SERIES VNTH'CLIMATE LOGIC" ON SITE WIRELESS
!'� WEATHER SENSOR 13 STATION. WEATHER BASED SMART CONTROLLER.
IRRITROL fWS-8750 7 12" LINE SIZE FLOW SENSOR TO BE USED WITH THE CONTROLLER.
CONTRACTOR TO VERIFY COMPABILIT' BETWEEN THE CONTROLLER AND THE FLOW SENSOR.
� ZURN NALKINSREDUCED PRESSURE BACKFLOW PREVENTER 11/4"
AT POINT OF CANNECTION PROVIDE A MASTER SHUT OfF VALVE (ZURN-VNLKINS
MODEL 850XL FULL PORT BRONZE BALL VALVE 1 1/1") TO BE MOUNTED LIPSTREAM FROM
THE BACKFLOW PREVENTER.
RAINBIRD FMD SERIES LANDSCAPE IRRIGATION WATER SUB-METER
M-'� FM160B 112" (1.64T010DOPM1 ALL IRRIGATION VALVES TO BE DONT75TREAM
FROM THE SUB-METER TO MEABURE ALL IRRIGATION USED FOR LANDSCAPING.
THE SUBMETER NALL BE USEDTO MEASURE WATER USAGE FOR IRRIGATING THE LANDSCAPE.
THE SUBMETER NALL BE PLACED BELOW GRADE.
� VSTRAINERIMLKINSVSBRSERIESWITHAt00MESHSCREEN(LINESRE)MOUNT
AS PART OF THE BACK FLOW ASSEMBLV.
� RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED.
� PRESSURIZED WATER MAIN, PVC SCHEDULE 40, BURY 78' MIN.
— IRRIGATIONLINE PVCCLASS200, BURYI7MIN.
USE SLEEVESNk1ERE EVER IRRIGATION LINES MI1S7 PASS UNDER PAVING, TO BE
COORDINATEO ON SITE BY THE LANDSCAPE CONTRACTOR. SLEEVES SHALL BE 4' WC
SCHEDULE 40 6URY 78' MIN., EXTEND e' BEYOND EDGE OF PAVING
A-12 CIRCUIT DESIGNATION
�� i2 GALLONSPERhNNUTE
VALVE SIZE
� AGRIFIM MAXI-FLO BUBBLER
8 OUTLETSAT 10 GPH EACH OPERATING RANGE 2680 PSI
USEAY•ST2AINER DONM STREAM FROM VALVE FOR EACH CIRCUIT
(SEE IRRIGATION LEGEND FOR SIZE ANOTYPE OF FILTER)
USE 1/4` DI6TRIBUTION TUBING (.77tl' I.D. X 250' O.D: POLY)
•MAXIMUMRUNB'-LINESSHALLNOTTEE. PROVIDEONEUNETOEACH
SHRUB OR GROUND COVER, ANO 7Nq TO EACH TREE
USE SUPPORT STAKE 8S8 AT END
USE BUG PLU08BP250
- Y STRAINER FOR ALL ORIP CIRCUITS
MOUNT IN A SEPERATE Pl,HSTIC BOX DONM STREPM FROM THE VALVE.
• QUICKCOUPLINGVAWE,RAINBIRD44LRC1°,MOUNTINAPLASTICVALVEBOX
NATH A COVER. EXACT LOCATIONS TO BE DETERMINED ON SITE.
Og TOROS70Z B'RADIUS (PROVIDEARCASNEEDEDFORPROPERCOVERAGE)
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JOB NUMBER
DATE W-30•21
DRAWN BY
MR
SCALE
1/8"=1'-0"
L-?
GENERAL NOTES
THE LANDSCAPE DESIGN FOR THIS PROJECT COMBINES
BOTH DROUGHT TOLERANT PLANTINGS, AND A HIGHLY
EFFICIENT DRIP IRRIGATION SYSTEM TO COMPLY WITH
THE LOCAL WATER ORDINANCE, AND PROVIDE A
LANDSCAPE THAT IS WATER WISE, SUSTAINABLE, AND
LOW MAINTENANCE.
ALL OF THE PLANTINGS PROPOSED ARE DROUGHT
TOLERANT WITH A MAJORITY HAVING THE NNCOLS
CLASSIFICATION OF LOW WATER USE. THE SPACING
OF THE PLANT MATERIALS ALLOW THE PLANTS TO
MATURE TO THEIR ULTIMATE SIZE WITHOUT THE NEED
FOR SHEERING, HEADING BACK, AND EXCESSIVE
OFFHAULING OF CUTTINGS. THE SPACING OF THE
PLANT MATERIALS ALSO ALLOW SOME NEGATIVE
SPACE WHICH WILL PROVI�E A NON-OVER PLANTED
LOOK, AND VISUAL INTEREST. ALL AREAS NOT PLANTED
WILL HAVE A 2" MINIMUM LAYER OF MULCH FOR NIEED
PREVENTION, SOIL STABILIZATION, AND WATER
RETENTION..
THE IRRIGATION SYSTEM IS ROBUST, TIME PROVEN,
AND IS ALL DRIP IRRIGATED. THE IRRIGATION
SYSTEM USES A CONTROLLER THAT HAS THE
CAPABILTY OF BEING WEATHER BASED, RECIEVING
DAILY WEATHER INPUT TO ADJUST THE IRRIGATION
SCHEDULE BASED ON REAL TIME WEATHER INPUT.
THIS WILL ELIMINATE WATERING DURING TIME OF
HIGH HUMIDIDY, RAIN, OR HIGH SOIL SATURATION.
THE IRRIGATON SYSTEM WILL BE ALL HARD PIPE
UNDERGROUND, WITH THREADED RISERS, AND A
THREADED DISTRIBUTION HEAD, VNTH NO POLY PIPE
OR BARBED CONNECTIONS. Y-STRAINERS WILL BE
USED AT EACH VALVE.
IRRIGATION SCHEDULE
AM�ssages and Wamings
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. _,_. _. _ _ __ �keM/ ' ,,� 02: D3 �. „_ �:, _ ,. ,..._ .__ .,__�.
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1.Irrigation scheduled for the plant establishment period would be 2 to 3 times a week for the first month
followed by lwice a week for the following months for upto a year until the roots are well established.
April - October: Twice a week with run time of 20 minutes
November- March: Run time of 15 minutes
The system can be shut off on rainy days for the months of November to February. Additional watering by
hand can be provided for e�remely hot days.
2. Irrigation scheduling for the established landscape would be as follows:
Forthe second yearofthelandscape:
May- September: twice a week with a run time of twenty minutes
October- April:once a week with a run time of twenty minutes
The system can be shut off during the months of November to February assuming that rainfall provides the necessary irrigation.
For the following years the landscape can be irtigated once a week.
Once established, drought tolerant plants need to be watered only once in hvo weeks or on a need basis.
Note: The above only acts as a guide. Irrigation schedules can be mod�ed by home owner depending on actual weather and soil conditions.
Existing fully established plants and trees on site that were retained are to be irrigated as per an'established landscape schedule'.
Drought tolerant plards need to be regularly watered for the first two years until they are well established aRer which they can do
quite well with watering them even twice a month.
Water used for irrigation per month to be below the MAWA values as shown the water efficiant table .
The irrigation controller will be weather based as spec�ed in the irrigation legend.
The controller will receive real time weather information,and adjust the programmed watering schedule automaticelly based on local weather.
This will restrict watering during times of precipitation and will help to conserve water.
SCOPE OF WORK
2016 CAUFORNIA BUILDING CADE, 2016 CAIJFORNIA RE5IDEMIAL CODE, 2016 CAIJFORNIA
ELECTRICAL CODE, 2016 CAl1FORNIA MECFIANICAL CODE, 2016 CAl1FORNIA FIRE CODE AS
AMENDED BY WOODSIDE FIRE.
Work Hours and Parking
A. Work ftars; Working hours are stnctly between the time mendoned below.
7:30 AM TO 5.30 PM- MONDAY-FRIDAY
8:00 AM TO I:00 PM- SATURDAY
ConsGvcGon parqng is percnitted only on the site and only on tfie side of the street fronGng the
property for x/nich the permit �s iswed.
Noise
A. &cept as othervnse pertnitted under this chapter, no person shall cause and no properEy ovmer
shall pumit on such owner's property, a nase produced by ary person, m�cPone, animal or device, or
arry combination thereof, m excess of the sound level hmits set fortn m th�s section to emanate Gom
arry properCy, pubhc or pnvate, beyond the property 6ne.
My sound m aecess of the sound level limits set forth in this section shall constitute a noise
disturbance. For purpose5 of determming sound levds, sound level measurements shall be made at arry
laation on the receiHng property, Professional Cei bficaGon of ineeting this requirement may be
required pnor to f�nal mspedion.
B. Sound ltvel Lmds: 7a.m to I0 p.m. 60 dB�IO p.m to 7 a.m 50 dBa
3elect System
from the Enter
Dmpdown List PWnt Water Use Hydrozone �mgation:
click on cell 7ype (s) (bw, PlantFactor Area (NA) (R� Efficiency
AGRIFlM pI5T�8UilON �
TUBING (A25�
SUPPORT STAKE (S6)
AGRIFlM MAXI-FLd'll ORIP BU89LER
52E AS NOTED ON PLWS
7/2' X 6" SCH. 80 PVC NIPPLE
40 FVC 7EE OR ELBOW
PVC LA7ERAL LINE
NOTES:
i. APPLY TEfLON TAPE TO ALL THREADED CONNECTIONS.
2. SECURE EN� OF TUBING WITH AGRIFIM SUPPORT STAHE (56).
MAXI—FLO"' RISER DETAIL
NOT TO SCALE
I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE
ORDINANCE AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE
IRRIGATION DESIGN PLAN
Signature � _ � � 0&30.2022
RUSSELL STRIN AM LA �13091
#12 GROUND 1MRE W!
SNAP-TITE CONNECTORS
SCHED. 40 PVC 90 DEG.
ELL (STREET ELL NOT
ACCEPTABLE)
PEA GRAVEL
ENTIRE AREA OF BOX
#14 CONTROL WIRES'
SNAP-TITE CONNECTf
PROVIDE ONE SPARE
CONTROL WIRE
SCHED. 40 PVC TEE (SSTj
1" MPJ(
REMOTE CONTROL VALVE
MIN
FIN GR4DE
PLASTIC BOX W/ LOCK-
ABLE COVER, SET FLUSH
TO GRADE
SCHED. 80 PVC UNION (TYP)
SCHED. 80 PVC NIPPLE (1YP)
PVC FEMALE REDUCER
CLASS 200 PVC LATERAL
NOTES:
ALLTHREADEDAREAS
SHALL BE HEAVILY COATED
W/ JOINT COMPOUND.
ALLCONTROLIMRES
LOOPEb UP 3 FT. INTO
EACH BOX EXCEPT
IN CLUSTERS.
PVC MAIN LINE
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DATE 07-30-21
DRAWN BY
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SCALE
1/8"=1'-0"
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Zone 1
Zone 5
TREE OR �
SHRUB Q
g ` 0
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VALVE BOX(EB6)� �
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3/4" MAXIMUM
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BERN�tL P�YE
(R/W: 50')
a
AD GROUND r RnuN� ,,., ., , �., AD
AG
� PROPOSED SITE PLAN � coHc cuRe
SC:118'=P-0'
4
NORTH
LEGEND:
EXISTING DETACHED GARAGE
%/�/�D��� EXISTING HOUSE
�
GRAPHIC SCALE: ���x.�re�,
0 2 4 6 8 10 20 30
AMSDESIGN=
4010 MOORPARIC AVE#t01,
SiW JOSE, CA 95N7
TELL: (47�254.1806
EAMIL: OFFICE�AMS�ESIGt�RLP.COM
�l?�G�1L �/UGCl�S/!�O•G!/I�'
_ �-___ .________ ......... ....__.._..----
HESE PUNSAPE INT@l�EU ONLY FCATHE ORIdNAl31fE fOF1ttIILH
HEY WFAE OESIGNFD PNU ARE iHE RiOPEPtt OF ANS DESNiN. THESE
'IANS IFE PROiECTFD UNOER COPYPM�Xf IAWS MIU Al4Y NOT BE
IENSEO pt REPRQOL'CFD IN WHOLE ql IN PPRT W1fXqR�iHE
Y.PpE55ED WRrt1EN CONSINf OF AMS pESM,N. AN1' USE OF THESE
O CINANENCENEHT Oi iHE WORK N WESTION. NL WRffTf31
MMENSIONS SINLL TAItE PP�EOENCE OYER SCPLFD d MENSpNS
PROJECT NAME;
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
_._ — ------. ...._ _ ______.._._
REVISION TABLE:
� REVISION DATE BY DEP
--- _- --
01 03126f2022 S A. PLN
__. .._ ._ ___ . _
All WOW( OESCRIBFD IN iHE DPAWINGS SINLL BE 4ENFlE� FOR
0&ENSION. G9AOE, E%IEN�ANU COMPAt1BYf1V TO iHE EpSiNG SIIE.
MT OISCPEPPNCJES M1D IAlEI�ECIEO OONUfRJNS i11AT f.�FECT OR
GNNGE THE NOqK OESCRBEU N TIE COHIPOGT DOCIIMINtS &NLL
BE BROIIGHi TO THE AAIS DESIGN5 ATTEIlIqN IMMEIX1TaY. 00 NOi
RtOCE� WRH 1NE NORI( IN iHE RREA OF 06CREPANLFb 11N11L ALL
SUqI qSdiEVANCIES ARE PEE`�L�ED. F 111E CONiPACtt1R LHWSFS
i0 �0 SO HE 941L BE PRKF9ING Ai MS OKN N6IC
qAt53pN5 FROII THE IXUMWGS AND SKGFlGTONS OR IHE MIS
�ESCPoPINN! OF TNE NtlRK WIDCH 6 1UNFESfLY NEC65MY 10
CIARY d)f iHE M@!f OF iHE DRANING6 MD SPEGFlG11qN5. pt
NHKAi IS LLSfOMPRLY P60PAIFD. BWLLL NOt PHEVE 111E
CONiPACiOR F�M PERFORNWO 9Up1 dMfiE� IXt MSOFSCNB�
OEfALS OF iHE VpRK fSIF fl0.LYMlp COIIPLETELY3ET FIX1M 0.W
OESCPIB� M TIE �MYAN[i5 NA SPECIiMAiNNJ6.
91fE CONOIfIONS ALL CONTRnCTORS NN SUBCONIPACTaPS sWt
VEPIFY dAFN90N5 AND CONGRpNS Ai THE 911E PiWR ttl
fAMMEYCEYEM OF iH�R WOflK. FA4URE TO DO 50 SW�LL NOT
RELFASE iHEl1 F0.0M iHE R6PON51&IffY OF ESTANTNG iHE WIXUC
IF pNY VPAIAIqN, �I6CREPPNCI' OR OMI5910N (BEIWEEN iHE IMEIIT
Oi iHESE WNfMC7 DOqIMENiSAND TNE FJIISTING CQ�DIfI0N5 q�
FOIIN�, T1E CONfRACtt1R OR SUBLQViAiLttM SHNL NOiIFY AMS
OE910N IN WRItN� PN� OBTNN YRUREN PESOLUIIQV FRIXA AMS
OESION PpqRTOPROCEE01NGW11HANYPElA7E� WORK
._._......._.—..—'___� .......... ................_"__"'_
SHEET TITLE:
DEMO PLAN
PROJECT ID: 2103-06
DATE: MARCH. 2021
.. _. ---- . _ _. . __-- --_
SCALE: 1/8" -1'
DR4WN BY: SA.
TREE PROTECTION NOTES:
t. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELA710NSHIP OF
PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR
PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY
RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE
GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE
ARCHITECTIARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE
TREE(S).
2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL 1REES ADJACENT
TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING
CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR-FOOT•HIGH FENCE
AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING
AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE
TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GR4DING
IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE
CONSTRUCTION WORK.
3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP
LINE AREA OF ANY TREE DESIGNATED TO BE SAVED IXCEPT AS IS AUTHORIZED
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT.
4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER
FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALI BE HAND DUG
SO AS TO PRECLUDE THE CUTfING OF ROOTS. PRIOR TO INITIATING ANY
TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF
AN ARBORIST SHALL BE COMPLETED.
5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE
SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND
DESIGN OF TREE WELLS.
6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO
CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR
DUMPED UNDER A TREE.
7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY
TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER
CONSTANTSURVEILLANCE.
8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS
DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND
CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE
ARCHITECTIARBORIST WITH APPROVAL OF STAFF.
9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SY5TEMS SHALL BE
REPAIRED IMMEDIATELY BY AN APPROVED 1REE SURGEON.
10. NO STOR4GE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE
PERMITTED WITHIN THE DRIP LINE AREA Of ANY TREE DESIGNATED TO BE
SAVED.
11. TREE PROiECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE
FENCING AROUND TREES TO BE PROTECTED.
GRADING AND DEMO NOTES:
1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION,
WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS.
2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA
ADJACENi TO THE WORK IS LEFT IN A CLEAN CONDITION.
4. THE CONTRACTOR SHALL REVIEW SiD. DETAIL 6-4 ON TREE PROTECTION
PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE
WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS
SOIL.
6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE
UNDER GROUND.
7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR
FOR FINAL INSPECTION.
8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED
AWAY FROM BUILDING FOUNDAT�ONS AND DIRECTED TO LAN�SCAPE AREAS.
9. 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.
10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION fOR A MIN.
DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL.
WITH EXCEPTION;
a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE
INSTALLATION OP DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE
SIRUCTURE.
b. IMPERVIOUS SURFACES WITHIN 10 fEET OF THE BUILDING POUNDATION
SHALL BE SLOPED A MIN 2%AWAY fROM THE BUILDING.
11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION.
GREEN BUILDING MEASURE NOTES:
1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS.
2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO
VEGETATED AREAS.
3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE.
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PROJCCIpN WRHIN 5 LL
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snui ve auc
PROIKIION ON ME
UNOER50E PER CRC
R]OR.1
�/ REARAC
50.00'
BALKFLOw --
PREVENLOR OEVIC2
L..
3 y
CONCREiE ;
SICE WALK
��a
CURNBSiUE
y'
BERNAL AVENUE
PROPOSED SITE PLAN
1 5�:,,8•-,�-0'
SITE PLAN NOTES:
1. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE
DISCONNECTED AT THE MAIN AND PER CIN REQUIREMENTS. AN
ENCROACHMENT PERMIT WILL BE REQUIRED FOR THESE ITEMS.
THE SEWER LATERAL, FROM SEWER CLEAN OUT TO THE CITY MAIN TO BE
REPLACED.
2. ALL DAMAGED SIDEWALK, CURB, AND GUTTER DURING CONSTRUCTION WILL r"%� � =' "=`-
BE REPAIRED. AN INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR WILL
DETERMINE THE LIMITS OF THE REPAIRS POST-CONSTRUCT�ON. AMSDESIGN—
3. THERE WILL BE NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, 4D10MOORPARKAVF1k101,
COLUMNS, MAILBOX, ETC) PROPOSED BEYOND THE PROPERTY LINE AND INTO T���qS�p� 85�11�
THE PUBLIC RIGHT-OF-WAY. e-nui� o�Fic�an+snesicra��a.cona
�C J�iCGP17 �/UGCY�3/liC9-G//!T�
O
�se vv.us ure x�r�uom a��r Foa n� auciwu sire coa vmGx
�v wFae oesicxeo nuo u� n{e raorenry oF ues oesicx. mese
%ANS ANE PROIECTFD UN�ER COPYRIdR IAWS AN� NAY NOi BE
REVSED OR PEMIODIICEU IN WHOIE OR W PART WIIFIOIIT iHE
IXPPESSEU WNff1EN CONSFNf OF ANS OEqGN. ANY USE OF THESE
PIANS QV OTHEASIfE515VNWI81fEU WRIIO�J� iHE fANSENf OF PM6
oesw N. ury dsx�anxcr duowaeo ox �x� ri.ws swi vwoa
ttl COMAENCEN@!T OF TNE W0.91( N WF.SIION. PLL NARiFN
d'nwsioxs sxw m� aucmence wFx srx� anexsnNs
PROJECT NAME:
NORTH
LEGEND:
��/���0
�
GRAPHIC SCALE: ,���.,� �
0 2 4 fi 8 10 20 30
DETACHED GARAGE
2ND FLOOR FOOT PRINT LINE
PROPERTY LINE
BLDG 1ST FLOOR FOOTPRINT LINE
BLDG 2ND FLOOR FOOTPRINT LINE
EYEBROW ATTIC VENT
TREE TO BE REMOVED
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
__ _ _ _
REVISION TABLE:
� REVISION DATE BY DEP
01 031262022 S.A. PLN
_ .
__ _ _
ALL WOPI( OESCflIBE� W 1HE �qAN1NG5 SIViL BE VENFIED FOR
ORAENSION,fAME, E%1ENf AND COMPAIIBRIIY TO iHE E%ISTWG SI1E
M1Y DISCNFPANGES ANO IINFI�ECIEO WNDRIONS THAi N'FECi OR
awncer� wowc oEscrteeo w �xe coxrracT oocuM�s snut
ee eaou�air ro TMe �us oescu+s a�mrox iurnenuTay. oo Nm
vnaFID N11x �xe xnPot IN iNE atFa oF oscnEaeNaEs wmt ntl
SICH DISCAEPANCIES APE PE90L4E�. F 11� CONiR+LTOR CNOOSES
TO W 50lESIWL BE PRECEqNGAT N60WH X6K
ouasnxs rxou Txe onnxwcs uio svasra*iays on txe nus
�sca�nia+ a txe xonic wx�ex s uaxFesrtv N�rrs.wn ro
ranar art n�e t�rwr or � duvnHcs u�o sa�unoNs, at
W19CH IS CUSfOM0.44Y XSOFIAE�. SIVLL NOT PEIEVE il�
OONiM4TOR FROM PENOPAINO SKH qAIf1ED q1 MS-0FSC0.1B�
oeTus oFme wone �s � rvuv avo ooniv�re�v ser wam nr�o
s� coNortpxs: nu ca�mnmans u+o wacoNrwtrons sw,u
VERffY OIlEN510N5 ANO CONORqNS Ni THE SRE PRpR TO
C0.MM[NC9.IENf OF iNFJft WORK FAILURE TO DO SO SINLL NOT
RElFASE iHEM FROM iHE NESPONNBIIM OF 6ttIM4TNG iXE WOPIC
IF AM' VMWiNN1, �ISCRBAVCY 00. OWSSION �BEINF.EN iXE INT@!f
a n��mxrw�cr ooc�a�wsu+o � Fzsnuc coxortrons a�
wuvo, n� coNmncrat at suecoxrnecron sx�u xoisr uu
�E9GN IN WflIfNG AND OBTNN WPIiIEN PESOLUIION FApA PlAS
ces� vwn ro eaocffoe+cxmf umxoartowaix.
........ . . .._ .. ...... ... ..
SHEET TITLE:
PROPOSED
SITE PLAN
PROJECTID: 2103-08
DATE: MARCH. 2021
_ .... . . . . ... _ . ...
SCALE: 118" =1'
DR4WN BY: S.A.
BUILDING NOTES:
1- BASEMENTS (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER
200 SQFT IN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL
HAVEAT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1
a. MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2
b. MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3
c. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFf IN AREA. GRADE FLOOR
OPENINGS SHALL HAVEA MIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1
d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL HAVE NOT
MORE THAN 44 INCHES MEASURED FROM THE FLOOR. 3102.2
2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE
COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CBC 1208.1
3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER
HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE
HEIGHT NOT LESS THAN 72 INCHES(6 F�. CRC R307.2
4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND
SELF CLOSING, SOLID CORE DOOR NOT LESS 1NAN 7•3/8 INCH THICK.
5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE
10-INCHES. FOR ANY TREAD DEPTH LESS THAN 11-1NCHES, A NOSING OF NOT LESS
THAN 0.75-INCHES, BUT NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED.
6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY
TEMPERED, LAMINATED SAFETY GLASS ORAPPROVED PLASTIC. CBC 2406.3.
GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES
ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED,
LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3, #5
7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF
EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE
BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60-INCHES ABOVE THE WALKING
SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED
PLASTIC ( I.E. SIDE LIGHTAT NEW MAIN ENTRY DOOR) . CBC 2406.3, #6
8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR
DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE THAN 7-3/. INCHES LOWER
THAN THE DOOR'S THRESHOLD FOR IN-SWINGING AND SLIDING GLASS DOORS AND
NOT MORE THAN 7" FOR IN-SWINGING AND MAIN ENTRY DOOR.
9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING
WITHOUT USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2
10- 112" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED
ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE.
(GARAGE MUST BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC.
R302.6 AND TABLE R302.6
518" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED.
ALSO THE GARAGE SHALL BE SEPRATED FROM THE DWELLING SPACE ABOVE, BY 518"
TYPE "X" GYPATTHE CEILING.
11- BATHROOMS & KITCHEN:
11.1- 22" MIN SHOWER DOOR CLEARANCE.
11.2-TEMPER GLAZING FOR THE SHOWER DOORAND SLIDING WINDOWS.
CEMENT BOARD SUBSTRATE FOR SHOWER WALLS.
11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM OR LESS
AT 60 P51 AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. (CALGREEN 4.303.1)
11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 128 GALLONSIFLUSH OR LESS.
(CALGREEN 4.303.1)
11.5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD,ETC) FOR TILE
APPLICATION SURROUNDING THE BATH TUB WALLS .
11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI.
(CALGREEN 4.303.1)
11.7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI.
(CALGREEN 4.303.1)
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� REVISION DATE BY DEP
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� REVISION DATE BY �EP
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SHEET TITLE:
PROPOSED 2ND FLOOR
PLAN 1 ROpF PLAN 1
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PROJECT ID: 2103-OB
SCALE:
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ELEVATION NOTES :
THE MAX. WEIGHT OF ROOFING SHALL PROVIDED BASED UPON STRUCTURAL
ENGINEER'S CALCS.
AN APPROVED AD�RESS NUMBER ON BUILDING ELEVATION IS PLAINLY LEGIBLE
AND VISIBLE FROM THE ADJACENT ACCESS STREET OR ROAD. THE NUMBERS NEED
TO CONTRAST WITH THEIR BACKGROUND, AND BE A MINIMUM OF 4" HIGH, WITH A
MINIMUM STROKE OF 112".(CRC 319.1)
COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT SHINGLES,
COPPER GUTfERS AND DOWNSPOUTS,AND/OR OiHER EXTERIOR ORNAMENTAL
COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL BUILDING PROJECTS.
hiE AFOREMENTIONED COPPER APPLICATIONS ARE NOT PERMITTED FOR USE ON
ANY COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE POTENTIAL FOR WATER
POLLUTION FROM COPPER EXPOSED STORM WATER RUNOFF. (CUPERTINO
MUNICIPAL CODE SECTION 9.18.210)
#30 UNDERLAYMENT SHALL BE PROVIDED FOR SHINGLE ROOF AND STUCCO
SIDING MATERIAL:
A) JAMES HARDIE 82SIN X 144 WITH 71N PENETRATION AFTER INSTALLATION
B) INTERIOR CORNER:2"X2" PRIME RINE
C) EXTERIOR CORNER:1"X3° PRIME RINE
WINDOW'fRIM:
A) PRIME PINE.
CRAWL SPACE VENTILATION CALC.:
NEW LIVING AREA:1642SF.
VENT DIMENSION :( 6" X 16' )= 0.667 SF.
FORMULA : AREA (1642 ) I 150 = REQUIRED VENTILATION AREA (10.94 SQF )
VENT NUMBERS = VENTILATION AREA (10.94 ) I VENT AREA ( 0.667 )=16.41(17 )
1STFLOORATTIC VENTILATION CALC.:
FLAT CEILING AREA:315SF.
FORMULA: AREA ( 315 )/ 150 = REQUIRED VENTILATION AREA ( 2.1 SF. )
50� OF REQUIRED VENTILATION AREA ( 2.1 SF )=1.05 SF.
50°k OF THE VENTILATION TO OCCUR AT EAVEICORNICE LINE, PER SEC.R 806.1 OF
2019 CRC.
METHOD A: ATTIC VENT ( CIRCULAR VENT )
VENT DIMENSION :( 2" )= 0.022 SF.
VENT NUMBERS = VENTILATION AREA (1.05 )1 VENT AREA ( 0.022 )= 47.7 (48)
50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEETABOVE THE EAVE/CORNICE
LINE, PER SEC. R 806.1 OF 2019 CRC.
METHOD B : EYEBROW VENT
VENT ➢IMENSION :(EYEBROW VENn 6" X 12" =0.5 SF.
VENT LINEAR = VENTILATION AREA (1.05 ) I VENT AREA ( 0.5 )= 2.1(3)
2ND FLOOR ATTIC VENTILATION CALC. :
FLAT CEILING AREA:1327SF.
FORMULA : AREA (1327 ) I 150 = REQUIRED VENTILATION AREA ( 8.84 SF. )
50°/a OF REQUIRED VENTILATION AREA ( 8.84 SF )= 4.42 SF.
50% OF THE VENTILATION TO OCCUR AT EAVEICORNICE LINE, PER SEC.R 806.1 OF
2019 CRC.
MEfHOD A: ATTIC VENT ( CIRCULARVENT )
VENT DIMENSION :( 2" )= 0.022 SF.
VENT NUMBERS = VENTILATION AREA ( 4.42 ) I VENT AREA ( 0.022 )= 200.90 (201)
50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVEICORNICE
LINE, PER SEC. R 806,1 OF 2019 CRC.
METHOD B : EYEBROW VENT
VENT DIMENSION :(EYEBROW VENn 6" X 12" =0.5 SF.
VENT LINEAR = VENTILATION AREA ( 4.42 ) I VENT AREA ( 0.5 )= B.B4 (9)
VENTILATION NOTES :
BOTH METHODS A& B SHOULD BE DONE BY CONTRACTOR.
NEW VENTS IN CRAWL SPACE DOES NOT iNTERFERE WITH ANY BRACE
WALLSISHEAR PANELS.
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PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
_ ___ __
REVISfON TABLE:
� REVISION DATE BY DEP
--_._....... __----.._
01 0312612022 S.A. PLN
___..._,._.,.._......_ -....___---__
ALL WORK OESLRIBED IN TNE OM'MNGS SWYL BE VEPoFlEO FOR
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SHEET TITLE:
PROPOSED
ELEVATIONS
PROJECT ID: 2103-06
=; '- --- _ IDATE: MARCH.2021
i
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.. . _ _ . I . i . i . . . i
NEW 40 YR. fAMP. SHINGLE
RADIANT BARRIER PER ENERGY
REPORT SHALL BE PROVIDED
,� PROPOSED RIGHT (EAST) ELEVATION
SC:114'=1'-0'
NEW 90 YR. COMP. SHINGLE
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REPORT SHALL BE PROVIDED
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PROPOSED LEFT (WEST) ELEVATION
2 5�:,�4•=,�.�
_____________________ ___________ _ __8'-d" PLAiEH1.
ABOVE2NDF.F.
SIDING MNTfRIN.: ( DETAIL1aSHEETA112.03)
— A) JAMES HMDIE 83WN X 1M N7TF171N PENETFATION AFfER INSTALlATION
B) I NTERIOR COf W ER: T%1' PRIME RINE
C�EXIERIORCORtJER: i'X3' PPoMEPoNE
NEW 90 YR. COMP. SHINGLE m
RADIANf BARflfER PER ENERGY
REPORTSHALL BE PRWIDED
4�
12 ]NDF.F.10' HI.
_ _ � ABOVE F.F.
_____T__________________ § -�-__9'PLAIEM.
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4010 MOORPMKAVE#101,
SAN JQSE, GA 95117
TELL: (416j254.1606
E•MAII: OFFICE@qMS�ESIGNLLP.COM
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PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
_ ---__._._..__ --_ . _-
REVISION TABLE:
� REVISION DATE BY DEP
_--------_._, _ _.__-__.___.__
01 0312612022 S.A. PLN
. .._ .. -.....__...___" ...... . .... ...... ......... .. ....
. ... .. . _. ..._.__" .. .. . ..... . . .. _. ._....... .. .. ..._
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Nl riYMK OESGiIBFD M TNE DMINNOS fh41L BE VEPIFlEU FOR
OMENSpN. GMOE. FXiFM ANO COMPAIB6RY TO THE F165TNG SI1E.
ANY DISCRFPANqES MV UNEmECiFf/ CONOIfpN511UT OFFECT OR
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CPARY qR iHE INiEM OF ME OM'MNOS ANO SPECIFIGilONS, OR
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OETAIS OF TIEIYJPI( AS ff FlILLY ANU COMREi9.Y5Ef FORiN ANO
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9IE CIXq1110N3I11 CaLIMCTdPb NA WIBWNIIW.'fOPS 9WL
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RElFA6E iHEM FlIWA TI+E RFSPONSI&LIfY OF FSi11lNiNG iHE WIXUC
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.._._'-_'_."'."_'_'__"'_..._... __........___._..._.......
SHEET TITLE:
PROPOSED
ELEVATIONS
PROJECT ID: 2103-06
DATE: MARCH. 2021
.. .....----_.._ .___. . __.,_..__. ,_.
SCALE. 114" =1'
DRAWN BY: SA.
0
0
BOARD & BAITEN
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 _ _ _ _ _ 13'-II"TOP HT.
_ _ _ _ _ _ _ � � _ _ _ 5 _ _ _ _ � _ _ _ — — _ _ _ _ � _ _ _ _ _
� ABOVE N,G.I.
NEW 90 YR. COMP. SHINGLE 5 �
RADIANT BMR[ER PER ENERGY �
REPORT SHALL BE PROVIDED ��
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NATURALGRADEUNE
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PROPOSED FRONT (SOUTH) ELEVATION - GARAGE
1 5�:,�4�-,�-0'
P L Y W O O D
SHEATHING
______________'_'____________'__—__'___________—__'___---
_'___'Z________ ____________'____'—'----______—
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ABOVE N.G.I.
5
NEW 90 YR. COMP. SHINGLE 5�
RADIANT BARRIER PER ENERGY �
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'___'______________________________`—_____'_________
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2 PROPOSED REAR (NORTH) ELEVATION - GARAGE
SC:1/4' =1'-0'
JAMES HARDIE 8.25— 5/4" X 5 1/2"
F.F. IN X 144 WITH 71N WINDOW EXTERIOR
NATURALGRADELINE PENETRATION AFfER GRADE TRIM
, ;, "'i,i' , ;'' , ' „'-' ''; WSTALLATION.
��� n i �lii i ui ��.t, �I� CAULKING PER SIDING
�,;-�i in � ii,,,i iu.ii,-, �
` MANUFACTURE'S SPEC.
D9 - TYPICAL WINDOW DETAIL
_—__'______________________________ " '_'____'____—__
NEW 40 YR ODMP. SHINGLE
RADiAPfr BARRIFR PFR ENERGY —
REPORT SHALL 9E PRONDED
_ _ _ ' _ ' _ _ _
_ _ _ 13'-1"iOP Hi.
ABOVE N.G.I.
_ _ _ _ _ _ _ _ _ _ �
_ _ _ 9 PUiE HT.
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3 s�:,�4._,,-0.
F.F.
NAIURAL GRAOE LINE
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#15 FELT OR METAL
FLASING MIN. 6" PAST
CORNER BOARD.
I
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,
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2X4
WINDOW UNIT
XI
JAMES HARDIE
SIDING
SIDING MATERIAL:
A) JAMES HARDIE 8.25-IN X 144 WITH 71N
PENETRATION AFTER INSTALLATION
B) INTERIOR CORNER: 2"X2" PRIME RINE
C) EXTERIOR CORNER: 1"X3" PRIME RINE
D10 - CORNER TRIM DETAIL
5/4" X 5 1 /2"
�— 3/4" X 3 1 /2"
AMSDESIGN
4010 MOORPARf( AVElF701,
S4N JOSE, CA 95117
TELL:(475R54.7808
E-MAIL: OFFICE�AMSDESIGNLLP.COM
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iFESE %N6ARE INiBID�ONLY FOR 111EOWC�NN.SRE fOR WHILH
iHEYNERE0F51GNm ANUAREiHE PROPBffY0FAM50E5q�L1HE3E
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AEV6E0 Oft FFPROdICFD W WNOIE OR N YMi Wlllqlli TNE
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dMEN510N5 &NLI. TAIlE PRELmENCE OYE0. SCl1 m dMENSpNS
.,., ...,.. . .......... ..._ ._ .....
PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
� REVISION DATE BY DEP
---____ _..__..._ __ __.._---...._ _ _ __
01 03/26/2022 S.A. PLN
._.__. __..__.._ ...............___......__........ ,.
LL WOW( OESCRBED M TIE ORANINGS 9WL BE VEfl61FD FOR
MENSqN. GR�NE.IX1EHf ANO COMPP11WL1iY iO�iHE F�iNG SIfE.
NY pISCPEPMCIES NA UNE�ECiED WNOrtqN3 TIAT OFfECT OR
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= BRWGHf tt1 iHE AIAS DESIGN'8 ATiH�110N LWAEDNTaV.00 NOT
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pESCWB� IN THE DRANW OS PND SPECff MAiNINS.
SffE CON�IIpNS ALL �NiR1CTOR5 AND 5116COMRIGTOPS SHPLL
VEqIFY dAEN9pN6 ANO C0.YOIf10N5 AT iHE SIfE PHIOR TO
COA1MBiCENENf OF iHFJR NVRK FA0.URE TO 00 50 9HLLL NOT
FEIFASE 1HFM FROM iNE AF5PON51&I IfY aF F.STIM�ITNO 111E WORN.
IF PNY VNiN110N. dSCPBAVCY OR OAHSSION (BE1YfcEN 1HE IMENT
OF iHESE LONfMCT DOdYlFNiS AIA lHE Etlbi1NG CONdf ION6 PRE
wuxo, r1ff coXmncTat at suaccwrnYroa s�wt xoTIFY M�s
orscr+ w�v�rtwc oro aeram wxmw �wumor� man u�s
oesa� aaiwiovaacffdxc�xixurvaEu�owawc
----_. _..,..._.__.._------.. __.__
SHEETTITLE:
PROPOSED
ELEVATIONS -
GARAGE 1 DETAIL
PROJECT ID: 2103-Ofi
DATE: MARCH. 2021
__._.._ __._ _.__--_____..__.___ _ __.
SCALE: 114" =1
DRAWN BY: S.A.
3/4" X 3 1 /2"
4 PROPOSED LEFT (WEST) ELEVATION - GARAGE
r.
0
0
-�-- +------------------------------------ /I ��
__________________________'__'_'__ _______'________--_______
_______ ___ _-
5 �
ATTIL
'_____________'________________ "-r.'-__________'___'__--_-_'_-___
_____________________
___-_______ " '__________________'-�_-_-_'_____________-_______-______________________C
LOFT
NEW 90 YR COMP. SHINGLE
RADIAN� &1RRIER PER ENERGY
� REPORT SHA1L 9E PROV[DED
- ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ]6'3"TOP M.
� ABOVE N.G.L.
GiURDMLLING HEiGM: 3'6• hBOVE
F.F. QIMO SHFLL HAVE
IMEAMm1ATE PAlLS SPF� SUO1
THRT F SPHEitE 43/8 IN01E5 [N
DIFMETER CANNOT P0.55 THXOUGII,
dtC R3I2.1 OL $2AND R31]3IX. k2
HRNDRFRS AT STA➢t5 91r1LL BE NOT
tFss nw+ 3n wa�nxo rvor reoaE
nw+ �e uroia wrrN newvnm
VERTIGLLLY FROM lHE S/OPED RANE
AO%1Q@!G THE TPFAD NOSING. [Q1C
§Rlll.7.B.lj �
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ZND F.F.10' M.
-�Z ' ABOVE F.F.
-_________._____'__-____ _ _
� '____-_____'_______ § 9'PUlEF1�.
ABOVE F.F.
KITLNEN d FAMILY
O
a
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VERAGE TOP OF
i I -..I�,=. A�.;...._. ,�... � :::., d �_�_:..- . ..,,, _.,.,�, ._i i .�:=.''. . _. .'�I � �-- --� .-� - ..f;`=",:.
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I
� A-A CROSS SECTION
sc: va' = r�
NEW 90 VR. COMP. SHINGLE
RADIANT BARRIER PER ENERGY
REPORT SHALL BE PROVIDFD
_______________________'_____-____.�.___________-__'___ a
�
--------------- ------------ -- --�'- - _-- _ -
v g NPn F
��
- STONEVENEER
- '�.��.I� -..
STREEf LEVEL . I ' . l i-
_____�________ ._.-. I.�'_ .l,i i�_I?W ��ii'':.y.l I���I �I��+.� i��I' i �,�«I���
- , "i - '` �-�i� �
- I - -.; i - �..:��,i!`
1HE LWDING Sf1ALL�N0T BE MdtE THAN 7.75 BELOW
! �.,� i - �, � ;
iHE TOP OF THE THR6HOLD.
2 B-B CROSS SECTION
SC :1/4' =1'-0'
GRURORAILING
BEOROOM �iE11G177: 3'fi' ABOVE
F.F. GIIMD SHRLL
wwe nrtEnnmure
MRS SPA�D SUfN
IiNT A SYHENE 43/B
IN616 IN DUMEfER
GNNOT PA55
THROUGH, CAC
R332.2 IX. M3 PND
� R3123IX. Y2
�
LIVING MUDFtOOM
� �
s?4 GRMM_ SPALE
ANY ENQOSED, ACCEi�.4E SPA� UNOE0. THE
SrA1P5 SHFLL F41VE 14-INQI GYGSUM BOARD ON
N9Y R-w M9u�: TME ENQOSED 9DE OF THE WALLS, UNOER-
�. �. STAI0. SUPFA�, AND SOFFIiS. I� 4�Z.]j I6'ABOVE NGL
��0. � F.F-
---------------74.5'-----, - ---
1 T
NATURALGRAOEUNE
u � � �f�"- n i JII i� ��I i�i 'i�,' ui ii nr.''iil � � i'il�' il lu c:;'� � ii';i�; �i� �;',,'i
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LOFT �WIN MASTER 701LET
LL05ET BATH
b
1 II . 1 II I KITLHEN 8 FAMILY I 11
r 1= �� I I I�'i' I:i
I ',_ I �' �:�' �.;::I
HANIXWLS AT SfAIPS $NAIL BE NOT LES$ T}IAN 39
INO16 PND NOT MORE THM! 3B iNCH6 WNEN
MF.ASURF� VEItRCALLY FROM THE SIAPEO PIANE
AD10If�GTHEiREAD NOSMG. [a1C §R311.7.B.lj
------------------------- --sssror'rt.
--------- ABOVEN.G.L.
_ ' 8'fi` PL1TE HI.
___�__________________________ -
� ABOVE2NDF.F.
NEW W YR. COMP. SHINGLE I
�RADIANT BMRIER PER ENERGY �
REPOfiT SHALL BE PROVIDED
8� � ]flDF.F.ItlM.
� ABOVE F.F.
tiz--- § ---�
` ______ ____ ___ ___ ___ ___ _ ___9'PUIE HT.
ABOVE F.F.
me unowc snau xor ee norse irnry �.�s• eaow
� nie mv oF rrie nixaxan.
- - - 16"ABOVE NGL
- - F.F.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _
T NANRAIGRADEIINE
� fl. I �1' 1'- 'I II - '�I : , .�
I iC I '- II (� �I il�� i'I '� II j^� �
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AMSDESIGN
4010 MOORPARK AVE#101,
SAN JOSE. CA 95117
TELL: (415�25M1.7608
EMAIL: OFFICE�f MSDESIGNLLP.CAM
e�CIL�C�/ I/ ��%2�'U�%�'
_...._.._.__'....,_......,...._....._"'""__.. _._..,. �......
iHESE PIPNSPAE IMENDEO ONLY FOR TNE IXUCANAL 611E FORNHILH
iHEY NEPE UESIONm AND ME TH E PIIOPERi V OF AMS OESMN.IHESE
PIPNS ME PROfECTE� WNER COPYRICdit IAWS AND M4Y NOT BE
REYISED OR REPROUIICC-0 IN 'hNOLE IXi W GMT WRNOVf iHE
�ssm xwrrex coxsart a nxs o�r�. ury us� or ix�
nuuox oTMelares �s artauenmwnxair n�car�ssxrarais
OESpN.INY qSCAEFANCI' qSCOVFA� IXI 1HESE %A45 51 W L PR10R
ttl LOMA6ILENBIi OF T!F WORN N p1E5fI0N. NL KAiI'f&
oweisrorrs srwi ra� rusmeuce wsn sram wn�+sroru.
._.._........._ ..... ................ . .... .. ........
PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
__----. �. ___.____..__ __ _ .
REVISION TABLE:
� REVISION DATE BY DEP
�__------._.... ._ _._.._.----_ _.. ____..
01 0312612022 S.A. PLN
...___.. . . .
.._ ....._._._ _____ ..__._ ... _.,.._�_. _.."' _ .. ........ _. _...
FIL WOfiK �ESCNBFD W iHE DMVANGS SNPlI BE VERIFIE� FOR
�MENSION,GPADE.IXiFMANDCOMPAl1911IYtt1iHEW61W1i511E
MT qSCREPANCIES NIO UIF.I�ECiFD CQYUIIIONS iFNT AFFECi OR
aw+oe nexuwc oescrteen w n� ca+rwcr oacuuExrs suu
BE BRdICJii lO 1HE AUS DESNiNB ATiF.N110N IMl1E0NTB.Y. W NOi
aaac�m vam r� wowc x� n� a�n ov oGscxeau+rFs uxm ui
x
SUG1 qSCPEPMlLIES PAE PESOLVED. F IHE CONTRACTOR LNWSES
N 00 � HE 9 W l BE PNSE�ING AT Hl5 OKN PISIC
dAq510N5 F0.0N TNE MUNiNCS ANO �FGIFlCAT0.N9 OR iHE MIS
pESCRIP11pV OF TIE'M�FK WHICH IS WWFESTLY NECE5500.Y TO
CWRY qli lNE NtFNf OF iilE MUVRAS M'� SPFS'AFIG11W5, dt
NHICH 4S WSTOMMLY PffdWFD. SIW.L NOi PELEVE 1HE
WNIMLtOR iAOM VERfOflMNG SUqI WrtiED di MSIIFSCPoB�
RTAl50f iHE WOW( /5 s FULY AND COA1REfF1Y SET FORiH PlA
D:SCNB� M THE IXUN9N06 M'D SPEqFIG1NN15.
SIfE �NOfIpNS ALL CONTRACi0P5 AN� SII6CON1POGipiS BIULL
VER6Y �IMEN9pN5 PND CONORIONS AT THE SIfE PRpR i0
ID61MBdCEMENf OF IHEIR WORIt. FNLURE TO DO 50 5141I1 NOT
�i�se � v�an n+e nesroxsiaun aF esnMen� n� wav�.
S INY VMNiNIN. dSCNBANC'/ OR OAIISSION (BEM'EEN ME INiBIf
a �x� ca+rnncr oocuuwrsum n� Fwsnxc wxmwNs�
rouNo. rxe axrxncrav aa suamxrwnma sxu� xmcr nxs
DE9GN IN WRRNG A4D OBiNN WflRiFN PE�LUIION FftOM M15
[ESIGNRipFtTOPFtOCffOPlGW1THANYRELAlEOWOfL'[
..... __,.__.... ___ .........._"__"".._ .............. ........ . _ .
SHEET TITLE:
PROPOSED
SECTIONS
PROJECT ID: 2103-06
DATE. MARCH. 2021
... ._...___-_... _.___ _._ .._._.. ______.
SCALE: 114" =1'
DRAWN BY: S.A.
u
0
0
0
FLOOR AREA DIAGRAM
FLOORS SPACES SIZE AREAS(SQF) TOTAL
A 17'_6"X 17'_1" 299
2ND s ir_i��xie�-o° in
FLOOR i 32�
c 29�-r� x i i�-s�� s2a
D 13'-3" X 19'-3" 255
E 18'-1"X 14'-10" 268
F 19'-7' X24'-2" 463
G 12'_l"X21'_8" 262
1 ST H 29'-2" X 6'-3" 182 1642
FLOOR
� 21'_1" X 19'-6" 411
� 23'-2" X 14'-0" 324
TOTAL BUILDING AREA sa2o
��O,VEf2ED P9R�� • % ;t /� 12-4`'� 4 J ' /,%�` i � �';89� / %',
� FLOOR AREA DIAGRAM - 2ND FLR.
SC:118'=1'-0'
� ► �► \I� ► � � ■ �
TITLE TYPE INFO
ROOF SHINGLE ROOFING DARK CHARCOAL
SIDING WOOD SIDING CREAM
DOOR FEATHER RIVER DOORS BROWN / GLASS
WINDOWS MILGARD TUSCANY SERIES V400 / BROWN
GARAGE DOOR CLOPAY BROWN / GLASS
2 FLOOR AREA DIAGRAM -1 ST FLR.
sc : �re• = p-o'
CATALINA 1-LIGHT SMALL
OUTDOOR WALL SCONCE
30092CLDBZ
W6" H 13
� FLOOR AREA DIAGRAM - GARAGE
J
SC :118' =1'-0'
HAMMERED
3-LITE
LARGE
Widths
36
AMSDESIGN=
4010 MOORPMKAVEM701,
SAN JOSE, CA 95777
TELL (415)25M1.1806
E-MAIL: OFFICE�AMSUESIGNLLP.COM
��ac�¢iz �cr��c�r�
- - ----___.._ _--.
THESE PlPNS ARE INIENOED dNIY FIXt 1HE UtNY W�L Slf E FOR NHILH
ilIEY WEPE OESIGNEO AND ME iHE RtOPEl11Y Oi DAK OFSqII iHESE
auu nnE P0.01Ec1Eo upnElt carrwG4r uws um Aav xoT eE
REVlSFA IXt PEGROOUCED IN NHOIE pt IN PMT WRHpR iHE
�ssm wamex coxsFxr a uas oEscr�. un us� oc �x�se
PIANS ON OIHEASItE815 MIOMBItE� WIINdRIHE CONSENf OF PMS
�ESIGN.PNt'd9CREPANLYdSCOVFAFD QY iHESE PWISSIW.LPWOF
TO fAAIAENCEMFNi OF IHE WORK N dIE57WN. NL KAIfiBI
dMENSpNS SHV t TAi� PPELFDENCE tlJER SCN.� OIMENSbNS
___ . _ _..__.
PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
__._..._ _ ___.__ . __.. _ _
REVISION TABLE.
� REVISION DATE 8Y DEP
. .. _......_._._.---._---�--.__.____-__
07 0326/2022 S.A. PLN
____,---__.........._.. ----_.._.... _.. __..._._..._ ..
P1L WdtK DESCPIBFD IN THE DMN1NG5 51411 BE VEWFlEO FOR
OPIENSI W!. GW DE E%FcNt.W U CUMPAl1911M TO TiE E%STNG S11E
NA' �6CREPANpES PNO UNE�ECIF[I CONUfI1�N51HAT IfFECT OR
q4NGE INE NVPI( OESCABEO N 1HE LQAF/Ct �OCUIFMS 9NIL
BE BAOUfiHf TO THE PYS OESMNS ATIFMIdI IMAFDNIflY. W NOT
FAOCE� WIM THE NOPK W RIE MEA OF 06CREVANGFS LW11L NL
91CH dSCREPONCIES PAE PESIXVE�. F 1HE WNIAACIOR CHW6Fb
i0 00 50 HE 9 W L BE VP�EpNU Ai N5 OKN F61C
OMl55qN5 fRpA THE DPPNINCS AN� SP�IfIfA2i0N5 OR iHE MIS
�ESCWP710N'OF TNE NVRK WHICH 5 MhVFE51LY NECESSPAY ttl
GNWY WT iHE NiFNT OF THE IXV,NiNGS ANO SPECIFIfA1NFY5. OR
WXICH IS WSiQ`AMIY AF3IXUIED, SWLL NOi RELEVE 1HE
caxrancron vaoM aenwwa+c sucx aartreo oa MsoEscwe�
oErAus a� T1E wowcas �F Fllur u+o coMtterELvsEr wtiN,wo
����„���.,��,�.
srtE coxortuHs nu wnmAcrans u+o suecor+m�rau suu
VFAFY qAENSpNS N!D CONqIpNS AT THE SIIE %ipR TO
CdAMBICE11FNf OF iHEIR NVRK FAWPE ttl DO 50 SIWL NOT
RBFASE iNEN FROM iNE PFSPoN51&LIfYdF E511MATNfi iHE WORIC
IF PNY VMNMIN, DI6CRBPNCY OR OMIS910N (BE1N'EEN iHE INi@!f
OF iHESE CUHIAACT OOLUMENtS M'OTHE EYISTING CONqfI0Y5ME
PoIIN�, THE CANiflACidi IXt SUBTANiAOGTOR SNNl NOiIFY 0.N5
OFSIGN IN wRRWO M1D 08TNN WNTfEN RESOLUMk! FROM AMS
o� rsuo� ro vaoc�aeic vnm avv neureo wonic
.______.._.._.. _ _ ---�..__.. _. ..._______._._.
SHEET TITLE:
FLOOR AREA DIAGRAM 1
MATERIAL BOARD
PROJECTID: 2103-06
DATE: MARCH.2021
_.__.. _...__. __----.__ .
SCALE: 1/8" -1'
DRAWN BY: SA.
SHINGLE ROOFING
WOOD SIDING
c
r
�
Y �
AM S DESIGN=
4010 MOORPARK AVE#701,
ShN JOSE, CA 95777
TELL:(415)25M1.1806
E-MAIL; OFfICE�AMSDESIGNLIP.COM
��c�� �cr�i=m-car�
_._ __
'MESE PIANS ARE IMEN�EU QVLY FORTIEOPoCINAL SRE FOR 1VHICH
iHEY WEI2E �ESIGNE� ANU PRE 1HE PPOPERiY OF PMS OESIGN. IHESE
%ANS ARE PROIECiFD UNDER COPYWfiHf UWS AND ANY NOT BE
REVSEU di qEqt00UCED W H410LE IXi IN VART WrtH9Uf iHE
F?PFE55� WPIREN CONSBrt OF AMS OESIGN. AM' Ilg OF THESE
RANS ON O1HER SRF.515 PRdPBif EU W If H W f iHE OONSENf OF MIS
�FSIGN.PNYqY/IEPANGI'dSCWHEDONTFffSE%PN591N1 PP10R
TO COMAENCAIENT OF TIE NtlRI( N qESTpN. NL NAIfiEN
dMBd510Nb 51 W L TANE PPEC�ENCE OVER SCN.ED OIMENSpNS
PROJECT NAME:
BERNAL
RESIDENCE
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
REVISION TABLE:
� REVISION DATE BY DEP
01 03/26/2022 S.A. PLN
_. _
ALL WOFU( OESCR9ED IN TNE MUWINGS SIWLL BE VENFlE� FOR
DMENSqN. GRNE, E1'IENi MA COMPATIBLLIIY TO 1HE E%ISING 511E.
NT/ D6CFEPANCIES ANO UNFJPECIEO WNDIfqNS TW KFECT OR
QVNC�E THE WJRK DESCRBEO N 1HE LdRRILT OOdl11EN15 9WL
ff&tq1GFR TO THE AMS OESMN'S ATTEMIUV IIANEONTaY. W NOT
PftOLE� WI1H iHE YqRi( IX iHEMEA Oi 06qiEPAYCES LWIIL O1L
SUCFI dSCRE➢MlCIES ARE RE90lVE0. F iHE CONfR4Ci0NCHW5E5
T0�050 HE91WL BE PRECEdNGAT H60NN R6K
OMASSIONS fAON THE IXUVANGS PND SKCIFlGilON3 OR TIE MIS
�ESCPIPMM! OF THE NtlRK KNICH G MRNFESRY NECESSPAV TO
GR(tt qR iNE NiENT OF i11E ORAWBlC.S OND SiEGFIGilONS. IXt
N}YG1 LS WSfOM�9M1Y PffORMW. SiV�LL NOi RELE�E 1HE
CONfRACTOR iPOY PEPFOW WG 91CH OWRED qt MSOF9CRIB�
OEIPLS OF THE NORI(A41F NLLY hV0 C01mtEiELYSEf FOIIiH ANO
OESLNB�INTHEORAWNlGSA4�SPEGFMAl10N5.
9RE CONOIipNS PL. CONTMCi0R5 ANO Sllbf/JNiMCiIXiS $tW.L
VENFY dA£N9DN5 AND WNIXfpNS NT THE SIfE %ip0. ttl
WMMBICEYFM OF iHEIR N'ORIL FALUPE TO W SO SIWl NOT
ppFASE iNEN FROM THE P6PoNSIBII1fY OF ESNMiNG iHE WOWC
f ANY VARNiI(IN. q3CRBANCY OR d11S510N lBE1NFFN iHE IMFNf
OF iHESE CONfPACf W W1fM5PND11ED]SIING WNdfIONSARE
raxo. � cotmacrat aa suscoxrw.crat sxat r�rncr axs
oescn iN wnirNa nNo aerax vminex rs�soumax man aMs
oesen cnroaTornoc�wxcvmx arvxev,Teowowc
--__._. ... . .__.._. .. ._ . . _.
SHEET TITLE:
EXTERIOR 3D VIEWS
PROJECT ID: 2103•O6
DATE: MARCH.2021
SCALE: N.T.S
_
DR4WN BY: S.A