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i. Based on the scope of work, this Is a'Type P projed that requires a Stomiwater ConsWction
Pollu6on PreveMion Permk. This permR is required prior to issuance of a Building Pertnit. An indial fieW
inapection ia required pria to the start of any wnstruction (on privete property or in the public right-c!-
wey).
i. My work in the City right-of-wey, such as placement oi debris bin In street, work in sidewalk erea,
puWic easemerds, and utiliry easements, is requiretl to obtain an Encroachment Pertnd prior to staAing
�.
3. Construdion hours in the City Public rightof-way are limitetl to weekdays and non-City Holideys
belween 8:00 a.m. and 5:00 p.m. for all activities (Inclutling hauling).
o. The project shall comply with the Citys NPDES permit requirements to prevent stortn water
pollution. .
s. Replace damaped end diap�aced wrb, gutter andlor sidewalk fronting site.
� All water lines connections to city watermains for serrices or fire line protection are to be instafetl
per dty slantlard procetlu2s and material specifications. Contact the city Water tlepartment fa
connedion fees. If requirad, all fre services and services 2" antl�over will be installed by builder. All �
undeiground flre service wnnections shall be submiited as separate Undergrountl Fira Service pertnit �
for review and approval. \
i. Sewer Backwater Proteclion Certifiwtion is required for the inslallation of any new sewer fi�urs per /I
Ordine�e No. 1710. The Sewer Backwater Protection Certifcate is required prior to the issuance of /
Buildirg Pertnit C
a The sa�Rary sewer lateral (builtling sewer) shall be tested per orGinence code chapter 15.12. -
' Testin i�ortnation la aveila6le at the -
Buildin de artfnent n
9 9 P cou tec A Sewer Laterel Test encroachment
permit is required. . _. _ .__ _ J
Note: Wherc the pnperty line is las then ten ( I O) ftct fiom the czit [rnninel of eny newly inslelled or 1
re lacement hi h efficienc mechanical e ui ment the i siu of the �nel len 10 feet of en tcrminal must
P 6 Y 9 P P Pe �) Y
be incmased to three inches (7") or, es en altemetive, menufacwrervepproved baftles mus[ be ins[elled. ,�
(Ord. 1856 § 7, (2010); Ord. 1889 § B, (2013)) //, 1
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�R�1 EROSIItI, USING JUTE NETiW N1D/OF SEE0. : .
rw. s�s m wcc¢vc w.rwx veccr�rm� suu ee secnrn vame ro
OCT IS VITX ]S� PER IiCRE � AlMML RYEOtASS Rt
�mvm aesnnnc � �
RED !MY BE COVEREO VITH SIRRV NAYMIl16' 2 TRIS/MRE. '.
INSTM1 RpLTSD CVNSTRUCTI[H EN1RAMi M WIVEVRYI
ROtlQU CpNSTRUCT]OH EMRNSE SW�LL E%TEMO �5 �EET IA ORIVEV�Y. .
am Torx vmm ov atevevnr. exraacc s�wl. casar v,w
e-wni raa� urea ff z ro r aoac
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2' WOODEN STN(E
BER Rq.E,
-12' DIrWETEft
em 2-3'
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18' MIN.
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FIBER ROLL
NOT TO SCALE
SI'CE INFORMATION �
PROPERTY ADDRESS 825 EDGEHII,L DRIVE
SITE AREA 8,209 S.F.
- ASSESSORSPARCELNUMBER 029-021-110
ZONE DISIRICT R-1
OCCUPANCY GROUP R3/U
CONSTRUCTION TYPE V/N
NUMBER OF STORIES TWO STORY
BUILDING SITE COVERAGE EXISTING PROPOSED TOTAL
EX MAIN FLOOR 1,173 SF 1,173 SF
EX GARAGE 528 SF 528 SF
NEW MAIN FLOOR 1126.2 SF 1126.2 SF
NEWLOWERFLOOR ]274.4SF I,274.4SF
NEW GARAGE 1060.6 SF 1.060.6 SF
TOTAI, 1,701 SF 3,461.2 SF 5,1622 SF
FRONT PORCH (200 SF EXEMPT) 97.5 SF 97.5 SF
LOT COVERAGE 2,968 SF
" 40% MAX. 3,920 SF 361 % J
APPLICABLE CODES AND REGULATIONS . � �
Califomia Residentisl Code 7A16 (CBC�
Califomia Building Code 2016 (CRC)
Caiifomia Fre Code 2016 (CF'C) �
Celifomia Plumbing Code ?A16 (CPC) \ ,
Califomia Electrical Code 1A16 (CEC)
Califomia Mechanical Code 7A16 (CMC) \
Califomia Energy Code 1A16 (CEnC)
, Califomia Green Building Standards Code 201f,�CAI.Green)
All other siate & local ordinances & reeulations �
A�con Englneering
65430&5228 '
Steve Devidi, C.E., LS. �
Ms. Jo Mn Cran Re: 825 Edgeh�l Dr.
Scopaal Residence APN: 024-021-110
B25 Etlge�ID Or. Spol EkvaGona
Burllnpeme, CA
May 18, 2017
DBef Siq:
Per ihe your requea4 �'e heve complete0 our elevatlon survay o( 1355 Lepune Ave. Re(erence
elevetlon b CNy of BuAingema Benchmark �754 , top o� northweaterly curb at tha intersectlon of
Grove Ave. antl CalHomla Or.
Tha resuhn of our survay foNow babw:
�pKY ���� EImIbM (11)
FmMIeA - iB2T
Re�.r�m � sz.z�
2123
� � 23.04
�ss.m.m:
Fron� LeR 18.]0
Fram Rqm xe.se
Rmr lall i038
�� 7238
Topd�ieb RdapWon hvm . �
Front Rops�ty Com�n: '.
FraM Lell 18.08 �
Fmm RIpM . IY.31
Nouw CamMe
FrnI Lsll � 18.68
R��la�I1M P3.1] �
RevRhM I�.B �S4 .S�F
IIouN FinM Flool: j � ' ,
PP 5 929E
, BuidYgFim�FbarIFF7 Fra4 25.18 Ee 9/90/le - ..
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-1 1125 Bymn S6oet. Peb Alro. CA 94302 .
IJE�1 �OW�E�. FLa�t2 l�Ld,U
.,.-.,.�: w•.r.•
MAIN FI.00R
I) 32.3 X 263 = 851.4
2) 3.S X 13 = 45.5
3) 2X133=26.6
4) 513X23=1180.6
5) 3X8=32
� 17X63=107.1
7) 3X12.6=38
8� %3i�.5-�0.5
9) 5 X 1.5 = 7.5
TOTAI.: 22992 SF
10)6.SX28=t30
11) 273 X 303 = 829.1
12) 24 X 12.6 = 304
13)5.6X2=I13 �
14)41.5 X 24.6 = I023.6
l5)2X18.5=37
TOTAL 2335 SF
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SHEETINDEX
� SITE PLAN
z PROPOSED MAIN FLOOR PLAN/
SECTION
3 LOWER FLOOR PLAN
4 FRONT/ LEFfELEVATIONS
5 REAR/ RIGHT ELEVATIONS
6 EX GARARGE FLOOR PLAN AND ELEVATIONS
7 EXISTING FLOOR PLAN� EX SITE PLAN
8 EXISTING ELEVATIONS
BMP BESTMANAGENENT PRACTICES
CONTACTS
BUILDING DESIGN
JO ANN GANN
244 FULTON STREET
REDWOOD CITY, CA 94062
650-464-9i8z
jmadeirat8@aol.com
OWNER
GREG SCOPAZZI
825 EDGEHILL DRIVE
BURLINGAME, CA
650-8z6-4777
greg�a wilkensonconstruction.com
SCOPE OF WORK: •
CONVERT SINGLE FAMILY HOME TO A DUPLEX. ADDITION TO MAIN
FLOOR FOR THREE BEDROOMS, LAUNDRY, TWO BATHROOMS. NEW
LOWER FLOOR FOR KITCHEN, DINING, HALF BATH, GARAGE. RAISE MAIN
HOUSE FOUR FEET. �
OniM�leoca "
q�e.. rdsss �s.0 es p.cee a� ri �n..a Q:wy cw:y w�s. Pnmoa.. e be q.��.:w. .
�od kpLk fiml lhc 0a1 m mW honon8 � P�WmY. �a numbrn �lull contlw with Meir bckgmuM. sb�ll
Ec � mb'vme ofoneW f v�ch pmke by two'nd oM-hYf high, uq �NII h eiNer inte�ulty m exlcmelly
n�vnm.eam.nvewowm� �
o�.n�..ra�.o. o-or�.� �
YWlnabeoomWtysaitMble.CiryofBu�lin � �nngconnruction.TMpowerafsvepillumir�tion
e.� M��K�wi coae ie.oa.ow.uec sm
e.�or i;�o� o„ m �ebmr i prop«r�:wi b� aa��w.�a �i�e �o wu � wM on��n�.�« pue
hom I!� ly6tm6 den� o keq enriNy ov pvpeny or pNor ils �op o! hrvx. Wae or w�ll. Ciry of Burlinbune
Mwcipd CoEe 1a.16.030. .
All midmthl pmprnie mleripr Ilghting w�le6 end fixlm.a ehdl iw1 be Imamd mort �hen 9 hn �Oove �d'ycmt
P.ae a �wo+�a iNa��, w.0 o. Pomon orw.u..nnn �oi x nooew. o�iy sn�<iaa ir�ni e.mm.mm� r«�s
lieht dowowN �hell be tlbwM. exaq Por illumm� mat numban rcqui�ed by the firt Evpvurcnt.
Cwn.cee� eo..s .
M^^�' �Bh F�Y: BAM T0�9PM
��� 9AM TO 6PM
No pmwe LWI aal (ixlWing exanlion uW gMmg� Amnoliehin4 �Itmor rtptir anY WilEmg or etruUwe
om.w��m.�ib.man��.aqmm��or�����ymm��m�norwnr n�duma
v h l y. v d i b m w�y w rt h ppr wnnm �ppove l Wm tle BuiWmg OfficiJ. xtiN sIW I h�vieC for � peripE
ml m amJ Woe drys Fiolidrys ue Ne fim Ery ofJuimry,lbc tli'vd MonAry o(FcWvy, qe Im Mpqry of
Mry. me fomN dey ofJvly, tls f MOMry of5eqlember, yu elevenN dry otNavcmber, lAe kvnh Thm�Ny in
rvowmwmauKnYcny.eime.yoruem�ee,. irm�ema.yori.��.�y.�n�rwmnmrori�N.medNmm
dry of Novenbcr. ofMe Mmry-fiM dry of Da.embe hlb upon � Swdry Ihe follavine MonEry u � IwIHry.
' ANY HIDDEN CONDIT70N$ THAT REQUIRE WORK TO BE PERF00.MED BEYOND THE SCOPE OF
fliE BNLDING PE0.MR ISSUED FOR THESE PI.\NS MAY REQUIRE NRTHER CITV APPROVALS
R10.UDING REVfEW BY 7}�E PLANNRIG COMMISSIOM
'WHEN ADOITIONS, ALTERATIONS OR REPAIRS W fTHIN ANY TW EIVE MONTH PERIOD EXCEE0.S
FIF1'Y PERCENT OF 7NE CURRENT 0.EPLACEMENT VALl1E OP AN EXISTNG BUILDING OR
5fRUCNRB, AS DEfERMMED BY 7H[ BUILDING OFFICAL, SUCH BUILDING OR STRUCTURE
SHALL BE MADC IN I'IS ETtT�RETY TO CONPORM W ITH THE AiQUIREMEHTS FOR NEW
BUILDINGS OR STRUCfURFS:'
DUE TO TNE EkTENSIVE NATVRE OF THIS GONDiRUCf10N PROIECT TNE CERTIFICATE OF
OCY.UPANCY WR.I BE AESCINDED ONCE CONSiitUCfION BEGINS. A NE W CERTIFICATE OF
OCCUPANCY WILL BE LSSUED AFIER THE PROfECf IS FMALED. NOIX.CUPANCY OF THE
BUILDMG IS TOOCCUR UNfll. A NEW CERTIFICATE ODOCCUPANCY HAS BEEN ISSUED,
NON-COAfPL1AlIf PLUA�ING FIX1lIRFS TO BE RFPLAWD BY WAIERLONS¢RVING FIXNRE$
WHEN A PROPFREfY IS UNDERGOING ALTEMTION$ OR IMPROVMEM'S. THIS I.AW MpLIFS TO
ALL RFSIDEHf7AL ANDNMMERCW. P20PERTIE$ BUILT PRIOR TO 1990. �
BURDMO PERA4f, MNS AND ENGMG¢FING WILL BESUBMIITED FO0. SHORMG AS REQNRED C v
BY20I6CRC.C71APfER71RECARDINGPROIECfIONOFADIACENI'P0.0PERTY. -
ORADMO PERMR ff It&}NqQD WRL DE 08TAINeD PROM RIELIC WORKS. ---
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ROOFFRAMiNG: COMPOSITIONSHINGLEROOFlNGOVER
, 2IAYERS30RBUILDINGFELTOVER � • ,
4i" 5-PLY APA� RATED PLYWOOD SHEATHING W 8d �
NAIUNG � 6"/12" O.C.OVER
2X DFL#2 RAFTERS � 24" O.C.
2X DFLY2 CEILING IOIST @ 7A" O.C.
R-30INSULATION
R-JS RIGID FOR VAULTED CEILINGS
PROVIDE ATTIC VENTILATION THROUGH EAVE VENTS, RIDGE
VENTS AND / OR GABLE VENTS EQl1AL TO 1 SQ Ff OF VENTING
IM'ERIOR WALLS: 2 X STUDS � l6" O.C.OVER !4" GYPSUM
BOARD W/ Sd COOLER NAILS @ 7" O. C.
THROUGHOUT THE BUII.DING
EXTERIOR WALLS: 2 X STUDS @ l6" O.C. DF1/2
R-171NSULATION
21AYERS 159 BUILDING PAPER
BOARD AND BATT SIDING
FLOOR FRAMING: �fi"T &G PI' PLYWOOD SHEATHING GLUED,
NAILED W/ IOd � 6"/10"O. C. �
2 x 12 FIAOR JOIST DF1A2 Q 16" O.C.
R-19INSULATION '
ALL CONNF.CTIONS (NAILING AND NANGERS EXPOSED TOTHE ELEMENTS) FOR ���
PRFSSURE7RFATEDORFlR6REfARDANTTREATEDWOODAREHOT-DIPPED � . �
GALVANIZED, STAIMLESS SfEEL, SiLICON BRONZE, OR COPPER. � -
F7RE RFSISf1VE CONSfHUCf10N:
M[N.1"SPACE'SHALLBEPROVIDEDBEI'WEENINSULATION � '
AND ROOF �NEATHING AND AT THE fACAT10N OF VEM'. ON&HUUR F7R&RE$ISTANC6RATW CONSTRUCTION FDR THE UNDERSIDE
. . � - . �� OFTHEGARAGEFAVFSTHATAREBETWEFN2TOSFFElFROMTHE
PROPFRTY LINE PDR NON FlRE SPRINKLER BNLDINGS.2016 CRCTABLES
. . ' R302.1 (1) AND R302.1 (Z)
PROlECT10NS POR OPfIONS THAT WOUID ALLAW YOU NOT TO F7RE RA7E
77� UNDERSIDE OF THE EVFS. PFRFfffS THe UNDFRSIDE OF77� EVE TO
- ' BERFDUCFDTOOHOURSIFSOLIDBIACKINOISPROVmmFROMWALL
TOP PIAT¢ TO UNDERSIDE OFTHE ROOF SHFATFflNG. NO EVE OVFRHANG
At1.OWFD Wff'HIN 2 FPEf OR IFSS FROM 17� PROPFRTY LINE.
� - ONEHOUR F7RE RFSISITVBCONSfRUCI70N iOR EXTFRIOR WALLS LFSS
THAT 5 FFE7 FROM PROPP3tTY LINE WITHOVI' FlRE SPRINKLFRS AND LFSS
THAN 3 FFEC FROM PROPERTY LINE WffH FlRESPRINKLFRS.
� � WRLLSHALLBEONE�HOURRATEDONBOTHSIDES. SB"TYPE'X'
� . DFNSGLASS OVER TNE EXTERIOR SHEAR PRIOR TO INS7ALLATION OF �
� SHINGIESIDING,ANDS/B"TYPE'X'DRYWAI�.ONTHEINSIDEOFTHE �
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Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Mana ement Practices BMPs
g
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.
Hazardoas Materials
❑ Label all hazardous 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 rain is forecast
❑ Follow manufacturer's application instrucfions for hazardous
materials and be careful not to use more than necessary. Do not
apply chemicals outdoors when rain is forecast within 24 hours.
❑ Amange for appmpriate 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 frequendy for leaks and to make
sure 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, aggegate base
materials, wood, �,YP bou'd, PiPe� etc•)
❑ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazardous waste.
Constraction Entrances and Perimeter
❑ Establish and maintain effective perimeter controls and stabilize all
construction entrances and exits to sufficiendy control erosion and
sediment discharges 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
❑ Desi�ate an area, fitted with appropriate BMPs, for
velucle and equipment parking and storage.
❑ Perform major maintenance, repair jobs, and vehicle
and equipment washing off site.
❑ If refueling or velucle 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 velucle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
❑ Do not clean velucle or equipment onsite using soaps,
solvents, degreasers, or steam cleaning equipment
Spill Prevention and Control
❑ Keep spill cleanup materials (e.g., rags, absorbents and
cat litter) available at the construcrion site at all times.
❑ Inspect vehicles and equipment frequenfly for and
repair leaks promptly. Use drip pans to catch leaks
until repairs aze made.
❑ 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 areas by digging up and
properly disposing of contaminated soil.
❑ Report significant spills immediately. You aze required
by law to report all significant releases of ha7ardous
materials, including oil. To report a spill: 1) Dia1911
or your local emergency response number, 2) Call the
Governor's O�'ice of Emergency Services Warning
Center, (800) 852-7550 (24 hours).
Earthmoving
Y �
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❑ Schedule grading and excavation work
during dry weather.
❑ Stabilize all denuded areas, install and
maintain temporary erosion conirols (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 emsion conUrol 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 hansfer it
to dump hvcks on site, not in the streets.
Contaminated Soils
❑ If any of the following conditions aze
observed, test for contamination and
contact the Regional Water Quality
Control Boazd:
- Unusual soil conditions, discolorarion,
or odor.
- Abandoned underground tanks.
- Abandoned wells
- Buried bazrels, debris, or trash.
❑ Avoid paving and seal coating in wet
weather or when rain is forecast, to
prevent materials that have not cured
from contacting stormwater runoff.
❑ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
sea1, fog seal, etc.
❑ Collect and recycle or appropriately
dispose of excess abrasive gravel or sand.
Do NOT sweep or wash it into gutters.
❑ Do not use water to wash down fresh
asphalt concrete pavement
Sawcatting & 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
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❑ Store concrete, grout, and mortar away
from storm drains or waterways, and on
pallets under cover to protect them &om
rain, runoff, and wind.
❑ Wash out concrete equipment/trucks
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
gazbage.
❑ When washing exposed aggegate,
prevent washwater from entering storm
drains. Blcek any inlets and vacuum
gutters, hose washwater onto dirt areas, 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-ro�nd
❑ Stack bagged material on pallets and
under cover.
❑ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or duting wet weather.
Painting & Paint Removal
Paiating Cleannp 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 gces 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.
❑ Paint chips and dust from non-ha�ardous
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-
cerlified contractor.
❑ Discharges of groundwater or captured
runoff from dewatering operations must
be properly managed and disposed. When
possible send dewatering discharge to
landscaped area or sanitary sewer. 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
appmval &om the local municipality
before discharging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
❑ In azeas of lmown or suspected
wntamination, 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.
Dewatering
Paving/Asphalt Work