HomeMy WebLinkAboutReso - PC - 2022.03.28 - 8ADocuSign Envelbpe lD: Ei948FBF-3ABA-41 6C-BCE2-E848EDBCBCCA
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2022-044947
'l 1:33 arn 06iO2i2Z Rl Fee. NO FEE
Count of pages 4
Recorded in Official Re,:orrls
County of San Mateo
Mark Chr.rrch
iLtlrii lryifiiitUilUrUll[tiltnq ilryiprylri1 ir, nrr
Resolution No. 2022-03.28-8A
501 BAYSWATER AVENUE
APN 029-294-060
I hereby certify this to be a full, true and correct copy of the
document it purports to be, the original of which is on file in my
office.
2022
br^^r'r," hrl,iw.r
TITLE OF DOCUMENT
TY
Date:
Kevin Gardiner,UN
dUNE 9/:
4/
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn
Review for a new, two-storv sinqle unit dwellinq and detached qaraqe at 501 Bavswater Avenue, Zoned
R-1, Bavswater Partners LLC, propertv owner. APN: 029-294-060;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on March
28,2022, at which time it reviewed and considered the staff report and all other written materials and
testimony presented at said hearing;
NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that:
On the basis of the lnitial Study and the documents submitted and reviewed, and comments
received and addressed by this Commission, it is hereby found that there is no substantial
evidence that the project set forth above will have a significant effect on the environment, and
categorical exemption, per CEQA Section 15303 (a), which states that construction of a limited
number of new, small facilities or structures including one single family residence or a second
dwelling unit in a residential zone is exempt from environmental review. ln urbanized areas, up
to three single-family residences may be constructed or converted under this exception, is
hereby approved.
Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached
hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording
of said meeting.
1
2.
3.It is further directed that a certified copy of th
the County of San Mateo.
rded in the otficial records of
Chairperson
FT>Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the
Planning Commission held on the 28th dav of March. 2022 by the following vote:
501 BAYSWATER AVE - RESO 2022-{13.28{AAYES: GAUL, LOffS,
PFAFE SCHiIID, TERRO]TESNOES: NONE
ABSET{T COTAROTO, TSE
RECUSED: NONE
ution
Secretary
t,
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
501 Bayswater Avenue
Effective April T,2022
Page "l
1
2
J
4
7
8
o
that the project shall be built as shown on the plans submitted to the Planning Division date
stamped March 9, 2022, sheets T.0, A0 through 46, and LS.1 ;
that any changes to building materials, exterior finishes, windows, architectural features, roof
height or pitch, and amount or type of hardscape materials shall be subject to Planning
Division or Planning Commission review (FYl or amendment to be determined by Planning
staff);
that any changes to the size or envelope of the first or second floors, or garage which would
include adding or enlarging a dormer (s), shall require an amendment to this permit;
that any recycling containers, debris boxes or dumpsters for the construction project shall be
placed upon the private property, if feasible, as determined by the Community Development
Director; that demolition or removal of the existing structures and any grading or earth moving
on the site shall not occur until a building permit has been issued and such site work shall be
required to comply with all the regulations of the Bay Area Air Quality Management District;
that prior to issuance of a building permit for construction of the project, the project
construction plans shall be modified to include a cover sheet listing all conditions of approval
adopted by the Planning Commission, or City Council on appeal; which shall remain a part of
all sets of approved plans throughout the construction process. Compliance with all
conditions of approval is required; the conditions of approval shall not be modified or changed
without the approval of the Planning Commission, or City Council on appeal;
that all air ducts, plumbing vents, and flies shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that these
venting details shall be included and approved in the construction plans before a Building
permit is issued;
that the project shall comply with the Construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration projects to
submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition
of a structure, interior or exterior, shall require a demolition permit;
that demolition for removal of the existing structures and any grading or earth moving on the
site shall not occur until a building permit has been issued and such site work shall be
required to comply with all the regulations of the Bay Area Air Quality Management District;
that the proiect shall meet all the requirements of the California Building and Uniform Fire
Codes, in effect at time of building permit submittal, as amended by the City of Burlingame;
b.
THE FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
EXHIBIT "A"
Conditions ofApproval for Categorical Exemption and Design Review
501 Bayswater Avenue
Effective April 7, 2022
10
11
12
13
14
that prior to scheduling the framing inspection the applicant shall provide a certification by the
project architect or residential designer, or another architect or residential design
professional, that demonstrates that the project falls at or below the maximum approved floor
area ratio for the property;
that prior to scheduling the foundation inspection, a licensed surveyor shall locate the
property corners, set the building footprint and certify the firsfiloor elevation of the new
structure(s) based on lhe elevation at the top of the form boards per the approved plans; this
survey shall be accepted by the City Engineer:
prior to scheduling the framing jnspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural ceriification that the architectural details shown in the approved design
which should be evident at framing, such as window locations and bays, are built as shown
on the approved plans; architectural certilication documenting framing compliance with
approved design shall be submitted to the Building Division before the final framing
inspection shall be scheduled;
that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
that prior to linal inspection, Planning Division statf will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been build
according to the approved Planning and Building plans.
NEW RESIDENCE + DETACHED GARAGE rADU
Geurse Conceptual Desi8ns, Inc.
FOR
BAYSWATER PARTNERS LLC
405 bagswater ave.
Burlingame, california 94010
tel:650.703.6197
e-mail: jgeurse@sbcglobalNet
501 BAYSWATER AVENUE BURLINGAME CALIFORNIA 94010 NAAMEJESSSSEBGOEURSE �
BUILDING MAINTENANCE AND OPERATION (2019 CGC §4.410) DISCLAIMER PROJECT DATA SHEET INDEX CITY OFBURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
NO.22811, EXPIRATION DATE 06/30/ 1
1. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED AT FINAL INSPECTION. 2019 CGC §4.410.1
2. FOR BUILDINGS WITH MORE THAN 4 MULTI -FAMILY UNITS PROVIDE FOR RECYCLING. 2019 CGC §4.410.2
BUILDING DEPT. GENERAL NOTES
1. ANY HIDDEN CONDITIONS REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE
PLANNING COMMISSION. THE BUILDING OWNER, PROJECT DESIGNER, AND /OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILLUSTRATED IN THESE PLANS PRIOR TO
PERFORMING THIS WORK.
VERIFICATION (2019 CGC §70,3)
UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION
REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2019 CODE REQUIREMENTS.
2019 CGC §703.1
TITLE 24 SPECIAL FEATURESrHERS FEATURE SUMMARY
REQUIRED SPECIAL FEATURES
THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS.
• DUCTS WITH HIGH LEVEL OF INSULATION
• CEILING FIRS HIGH LEVEL OF INSULATION
• INSULATION BELOW ROOF DECK
HERS FEATURE SUMMARY
THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD -VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL
DETAIL IS PROVIDED IN THE BUILDNG TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY
BUILDING -LEVEL VERIFICATIONS:
• QUALITY INSULATION INSTALLATION (QII)
• INDOOR AIR QUALITY VENTILATION
• KITCHEN RANGE HOOD
• COOLING SYSTEM VERIFICATIONS:
• MINIMUM AIRFLOW
• VERIFIED EER
• VERIFIED SEER
• FAN EFFICACY WATTS/CFM
• HEATING SYSTEM VERIFICATIONS:
• -- NONE--
• HVAC DISTRIBUTION SYSTEM VERIFICATIONS:
• DUCT LEAKAGE TESTING
• DOMESTIC HOT WATER5
SOLAR POWER AND PI-iOTOVOLTIC SYSTEM
SOLAR POWER AND PHOTOVOLTIC SYSTEM SHALL BE DEFERRED SUBMITTAL AND SHALL BE REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO INSTALLATION.
POLLUTANT CONTROL (2019 CGC §4504)
AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE
COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM 2019 CGC §4504.1
ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2019 CGC §4504.2.1
PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2019 CGC §4504.2.2
AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2019 CGC §4504.2.3
DOCUMENTATION SFIALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2019 CGC §4504.2.4
CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2019 CGC §45043
WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC §4504.4
HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2019 CGC §45045
BURLINGAME CONSTRUCTION HOURS
NO PERSON SFIALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF &00 A.M. AND 7:00 PM ON WEEKDAYS, AND
9:00 A.M. AND 6:00 P.M. ON SATURDAYS, EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH WRITTEN APPROVAL FROM THE BUILDING OFFICIAL,
WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF LESS THAN 40,000 SQUARE FEET, AND WHEN
REASONABLE TO ACCOMPLISH THE ERECTION, DEMOLITION, ALTERATION OR REPAIR, NOT TO EXCEED TWENTY (20) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF 40,000 SQUARE
FEET OR GREATER NO PERSON SFIALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE ON SUNDAYS OR ON HOLIDAYS. FOR THE PURPOSE OF THIS
SECTION, HOLIDAYS ARE THE DAYS SET FORTH IN SECTION 13.04.100 OF THE BURLINGAME MUNICIPAL CODE AND ARE DEFINED AS:
JANUARYI
THE THIRD MONDAY IN JANUARY
THE THIRD MONDAY IN FEBRUARY
THE LAST MONDAY INMAY
JULY 4
THE FIRST MONDAY IN SEPTEMBER
THE SECOND MONDAY IN OCTOBER
NOVEMBER 11
THE FOURTH THURSDAY IN NOVEMBER
DECEMBER 25
WFIENEVER A HOLIDAY FALLS ON A SUNDAY, THE MONDAY FOLLOWING IS A HOLIDAY. WFIENEVER A HOLIDAY FALLS ON A SATURDAY, TFIE FRIDAY PRECEDING IS A HOLIDAY.
THE RESTRICTIONS STATED IN THIS SECTION SHALL NOT APPLY TO WORK THAT DOES NOT REQUIRE A PERMIT UNDER ANY APPLICABLE LAW OR REGULATION.
SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING SHALL BE LIMITED TO 8:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON SUCH DAYS.
BURLINGAME FIRE PROTECTION FOR RESIDENCE + DETACHED GARAGE/ADU
1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT TFIE ENTIRE STRUCTURE AND DETACHED GARAGE + ADU UNDER SEPERATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY
LICENSED BY STATE OF CALIFORNIA. PLANS TO BE DESIGN AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF
WATER METER AND NEW MAIN WATERLINE TO RESIDENCE PRIOR TO ANY INSTALLATION OF METER
2. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE UNDER SEPERATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF
CALIFORNIA.PLANS TO BE DESIGNED AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER PRIOR TO
ANY INSTALLATION OF METER
3.FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE PERMIT TO CENTRAL COUNTY FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
4. PROVIDE A BACKFLOW PREVENTION DEVICE / ASSEMBLY - SCHEMATIC OF WATER LATERAL LINE AFTER METER SHALL BE SHOWN ON BUILDING PLANS, SEE DETAII.3, SHEET AD.1 SEE SITE PLAN FOR LOCATION.
5. CONTRACTOR SHALL INSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR FIRE PROTECTION IS TESTED AND APPROVED BY THE SAN MATEO COUNTY ENVOIRMENTAL HEALTH APPROVED CONTRACTOR
6. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPE AREAS.
7. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDING LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN
AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50%
8. MINIMUM OF I" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS.
NIETHER GEURSE CONCEPTUAL DESIGNS, INC. OR THE PROJECT ENGINEERS SFIALL BE RESPOSIBLE FOR ANY ACTIONS
TAKEN. BY ANYONE ON THE PROJECT IF THAT PERSON HAS KNOWLEGDE OF ANY CALCULATIONS OR SPECIFI-
CATIONS UNTIL GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS OR PROJECT ENGINEERS HAVE BEEN NOTIFIED.
UPON NOTIFICATION THE PARTIES INVOLVED WILL CORRECT THE DISCREPANCY, MAKE THE NECESSARY INCLUSIONS
OR MORE CLEARLY EXPLAIN THE INTENT OF THE DRAWINGS, CALCULATIONS OR SPECIFICATIONS.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN,
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK
AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONST. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES
NECESSARY TO COMPLETE THE PROJECT.
THE CONTRACTOR SFIALL ALSO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF GEURSE
CONCEPTUAL DESIGNS, INC. AND PROJECT ENGINEERS SFIALLNOT INCLUDE INSPECTION OF PROTECTIVE
MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRE FOR THE SAME, WHICH IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS
AND THE PROJECT ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND
DETAILED INSPECTION WHICH ARE FURNISED BY OTHERS. THE SUPPORT SERVICES PERFORMED BY GEURSE
CONCEPTUAL DESIGNS, INC. AND THE ENGINEERS, WHEATHER OF MATERIAL OR WORK, AND WHEATHER
PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE
PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFOR- MANCE WITH THE CONTRACT
DRAWINGS AND SPECIFICATIONS. HOWEVER, THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND
SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
ALL SUB -CONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE OF ALL APPLICABLE CODES AND REGULATIONS
REGARDLESS OF WHAT IS SHOWN ON DRAWINGS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
STANDARD BUILDING CODES BY GOVERNING JURISDICTIONS OF APPLICABLE CODES. THE BUILDER OF THIS
STRUCTURE SHALL BE TOTALLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND DETAILS OF THESE PLANS
PRIOR TO AND DURING CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE
OVER ANY SCALED DIMENSIONS. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CHECK ALL
DRAWINGS FURNISHED TO THEM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE CONCERNING
PARTIES OF ANY PROBLEMS, DETAILS, OR DISCREPANCIES. THE CONTRACTOR AND ALL SUB -CONTRACTORS
SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES IN ALL CONDITIONS, DIMENSIONS, AND DETAILS.
ANY DISCREPANCIES SHALL BE CORRECTED PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE AREA OF
QUESTION. THE CONTRACTOR AND ANY EFFECTED SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR ANY
ERRORS WHICH MAY HAVE BEEN OMITTED THEREBY.
OWNER
PROJECT DIRECTORY
TITLE 24
DESIGN & CONSTRUCTION DOCUMENTS
GEURSE CONCEPTUAL DESIGNS, INC.
MR ROBINEK
PRECISE GREEN CONSULTING, INC.
1221 WHITEHORN WAY
405 BAYSWATER AVENUE
BURLINGAME CA 94010 ERAFFI 6-6563
RAFFI@PRECISEGREEN
BURI-INGAMECA 94010
CONSULTING.COM
TEL: 650.703.6197
CONTACT: RAFFI DAR
FAX 650.558.9324
CONTACT. JESSE GEURSE
E-MAIL JGEURSE@GMAIL.COM
STRUCTURAL ENGINEER
STATE OF CA LICENSE NO: C039390
AART ASSINK
AART ASSINK ASSOCIATES
1611 EL PRADO AVENUE
TORRANCE CALIFORNIA, 90501
TEL 310.618.0782
EMAIL: AA-ASSOC@PACBELLNET
Z
SURVEYOR:
BUILDER -
QUIET RIVER LAND SERVICES INC.
EK CONSTRUCTION INC.
K 6747 SIERRA CT
1221 WHTTEHORN WAY,
K, SUITE, DUBLIN, CA 94568
BURLINGAME CA 9401OTBD
KEVINM. MCGUI RE
EMAIL ROBIN@EK-CONSTRUCTION.COM
PHONE (925) 523-0601
TEL: (650) 650-7805
EMAIL ADDRESS:
POB@QUIET-RIVERCOM
CALIFORNIA- PLS # 6437
VICINITY MAP
SUBJECT PROPERTY
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10 N41 °30'W
100,
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56.95'
56.96' 11
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OCCUPANCY GROUP: R3/U
DESCRIPTION OF USE SINGLE FAMILY RESIDENCE
TYPE OF CONSTRUCTION: V B
SPRINKLERS: REQUIRED FOR RESIDENCE +
+GARAGE/ADU
# OF STORIES: 2 STORIES
ASPN: 029033060
RESIDENCE LOT COVERAGE
SEE SKEET A1.SF + A.2.SF +G1.SF
ALLOWABLE FLR. AREA RATIO
SEE SKEET A1.SF + A.2.SF +G1.SF
FLOOR AREA CALCULATION
SEE SKEET A1.SF + A.2.SF +G1.SF
CODE COMPLIANT
THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES,
ORDINANCES, RULES AND REGULATIONS;
A) 2019 CALIFORNIA BUILDING CODE
B) 2019 CALIFORNIA RESIDENTIAL CODE
C) 2019 CALIFORNIA ELECTRICAL CODE
D) 2019 CALIFORNIA MECHANICAL
E) 2019 CALIFORNIA FIRE CODE
F) 2019 CALIFORNIA PLUMBING CODE
G) 2019 CALIFORNIA GREEN BUILDING CODE
H) 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS
I) BURLINGAME MUNICIPAL CODE, ETC.
J) ALL OTHER STATE, MUNICIPAL, AND LOCAL ORDINANCES, CODES,
RULES AND REGULATIONS.
K)) AS AMENDED BY THE STATE OF CALIFORNIA BUILDING CODE
CITY OFFICIAL CONTACTS
PLANNING DIVISION: CATHERINE KEYLON - (650) 558-7252 OR
CKEYLON@BURLINGAMEORG
FIRE CHRISTINE REED - (650) 558-7617 OR
CREED@CENTRALCOUNTYFD.ORG
BUILDING DIVISION: RICK CARO - (650) 558-7270 OR
RCARO@BURLINGAMEORG
PUBLIC WORKS: MARTIN QUAN- (650)558-7245 OR
MQUAN@BURLINGAMEORG
PARKS DIVISION: BOB DISCO - (650) 558-7334 OR
BDISCO@BURLINGAMEORG
STORMWATER DIVISION: H-Mlf ER LEE - (650) 5M-7Ml OR
JLEE@BURLINGAMEORG
SKEET NO. DESCRIPTION
T.0 TITLE SHEET + PROJECT DATA
SITE
BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S)
1 SURVEY
DM.1 SITE DEMOLITION PLAN
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S)
SP.1 SITE PLAN
PUBLIC WORKS
PW.1 PUBLIC WORKS REQUIREMENTS AND DETAILS
PW.2 PUBLIC WORKS REQUIREMENTS AND DETAILS
ARCHITECTURAL
A.1
FIRST LEVEL FLOOR PLAN + GARAGE-ADU
A.1.SF
FIRST LEVEL+ GARAGE-ADU FLOOR AREA
CALCULATION PLAN
A2
SECOND LEVEL FLOOR PLAN
A2.SF
SECOND LEVEL FLOOR AREA CALCULATION PLAN
A3
ROOF LEVEL + GARAGE-ADU PLAN
A4
EXTERIOR ELEVATIONS
A5
EXTERIOR ELEVATIONS
A6
BUILDING SECTIONS
A7
GARAGE-ADU EXTERIOR ELEVATIONS
AD.2 DETAILS
LANDSCAPE
LS.1 LANDSCAPE / FIAIRDSCAPE PLAN
r4 /
CITY O
LeJALV
A"
3-3-2022
JM
COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JIG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
13:►+L06MR
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COG
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DATE
2130
JOB NO.
DRAWN JFG
BY:
DRAWING TTTL.E
TITLE SHEET AND PROJECT DATA
ENGINEER I DRAWINGNO.
AART ASSINK
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
T.0
CONSTRUCTION BEST MANAGEMENT PRACTICES
Geurse Conceptual Desi8ns, Inc.
SAN WATUO CUUNTYWIGE
Dater Pollution
Prevention Program
Clean Water. Healthy Cornmunity-
Construction Best Management Practices (BMPs)
`onstrueti on projects are required to implement the story-nrat r best management pr eta ces (BM P on this page, as
they apply to your project, all year long.
Materials & Waste Management
ment
Non-HaaarrdoQs Materials
❑ Berm end covets saackpileit of garA, dirt or cother constmLAivis mate rival
wlik tarps when rain is forecast or if aot actively being used within
14 day _
❑ i` pzt (tort do-I't over- ) reclaim cd water fnr dust Cantrell
Raz2rdatr4 Mal-e 21s
❑ Lzbel alI hazaaido-us. materials and ha arr+deus yral*ram Ouch U
pesticides, paini�. thinners, wl.vents, hiel, nil, and anti frecxcl in
accord mce w4h city, Faun{}, stale and feral regulation-..
Ll Stupc War&us rnwri al and tatwasics it wai r tight tornainm, store
in appropriate seccmdary coiflaiRrr chi, gird Cow? Lli m at ft offld of
every work day or during ►eel weather aT when rain is forvoaSt.-
❑ mallow tnartufatcturer's aWhcation instruutltrnr' for ha?zrd)us
nistrrial s and be carcM not to use n-mre than necessary. flo nci
apply chem icaIs ouWows when Ea in is forecast within 24 hours.
❑ Armnge for atpppropriale di sal of all hu_ardotz wFi-Nics_
Waste mpeagcrrrent
❑ Cover wade disposal containcr iccumly with iar -at the end of
&wery wtrorlk day ;md during wwm weather.
❑ Ch k wastc di ll �;ontpinc!n frequently for Iepki Brad lu wekt
r-um they ax-e not overfilled Never hose down a dumpstcr an the
construed file.
13 Cltn tit Mace purtshle to Ieli. wad inspect them frequrmIly for
IeAs aid spil Is_
❑ L)6p c 9FalI wall and ckbris properly. Rccycle materials end
wastes that -can tw recycled (such as phair- concrete, aggw gate hPase
rmateria$s, wmx.], Grp board. pipe. etc.)
❑ F]6spo-5c of IigtiA rcsMa s from paint&, thinners. sotvenls, glue;-, and
ck aning H1uds as hamrdaus waste.
Camiruedan Eniran ces and PM-nelcr
❑ Estabiish and maintain effective per imet€rcwaroixand stab-ili7r all
r,onstrachorr entrances artd exits to calffieieniky control erosion and
sediment tli schutgos from cite and tra-A ing ofl'sAe_
0 Swrop or vacuum any :trttiel lrat6ig immediatc4ly and sgmuro
sedinwni gaumc to prevent further imcking. Never how dowli SC uisC
to c1can up trucking,
Equipment Mana enient
Spill Control
Ni<aaiatemam speed Fafici.ng
❑ Maigrwtc an ten, fm-td %61h appr6ltdam BM P:;, for
vehicle arrd equipment parking and swragc.
❑ P,,-rform major repair ju , and vw;hicic
and equipmeni was hi ng off site
❑ if refuel in or vcbi& maintenance must be done
onsrte, -work iar a berme5d area away from storm drains
and over a drip pan oT drop cloths big enough to colloct
flvib, Rv�y v.le or disposes of dui& aka harardusrs waste,
0 if vehicle or equipment c leaning must he danc onsite.
vkan With WaIXF only in a Lx,rmcd aI n that will not
allow rinse water to run into gutters, sin g, SUM
drain- or surface -waters.
0 Ua hilt clan Vehicte or equipment onsiw using soaps,
l lwol_s. d rea vs, or wAtrft cleaning eqtti ptrrt+ent-
Spill Psrtwrnkion and Canis of
0 Beep NpiI I cleanup matcn-aIs lc,ig,. rags. ab�oe6vnts and
gat I itterl ava3ilabIa at the construction site at al I titer.
❑ Inspect vehicles ♦a4W sguipmcm fmqu-ntly for and
ti~pa-ir leak! prompily. Uw drip pars to eatch lcaks
until repairs- am =wAc-
a t`'Ican up bill* or ic;ak: ira dlalely and dtiposr of
cleanup materialsr prupwrly.
❑ Dr nine hta down ,tinges where fluid; have spilled -
Use dry cle,armp i-c*ocl� (a'h_wrbrrnt matcrials� cat
Mier, sn&or rags).
Cl Sweep up spilled dry n rat teriasl s i ti i axA iately. DU n+ i t
try t-a wash the r away with watcr, or bury them
• {'learn up spills on dirt areas by digging, up and
properly € Igm&ms of ronlamiit§l" �nll-
❑ ftivrt slgniticam spills immcdiatcly. You are mgrairt:d
by law to wpW all 8 igalk%nl rclwcs PDf hnxardour
Iaterials. inc IL ding oiI- To report a spill; k) Di 911
or yow Neal cmergerwy response number, 2 ) Call tyre
aovcrnor's Office of EyncWcricy Strvic uniting
Center, (900) .952-7550 (24 hours).
Ea rth imovi n
hL T
y
LF
'.
r
❑ schedule grading attd cxcavmion work
dlmukg dry weather.
❑ Star hhzc � I I d!n udA r ate, i n.% loll and
maintain temporary ero.siuir controls (sucks
as *.'9*Si&n ccniml fabric or bonded filar
matrix) until veSplation is eatahfisbod.
❑ Rmove ekisting w-gelmi-an Only wlicn
aiisolutclly mxus&ary, and ,,ced or plant
rrgmunn for crown �,antrul on lwlstpes
a wbew corrstructioit is not ire mediatcly
plannc-i.
g Prrverit scdiinsrat 1ruln mig'ltti ng otYsite
anclpru%mt!tnrrndrainin[L!6, Vttrrs,
ditctaes. and drainagc c tm rses by iri.sLail in;
and Maintaining appropriate BMPs, such
as fiber rails, silt fences. sediment basin%.
craw*I bags. kr's. ctc_
❑ K=p excavaalcd sail on rile and tronsfer it
(-a dump trucks on site. not In the m ts,
( ontWilli rrnted S,eifs
❑ I l' arty of tale• eTfail loin t unditlaraas are
obgvod, tot for canl�mirm r�ar� ,rid
contact the Regional Watcr Qu_aliq
C'onfral Board:
. unusual Boil conditions, discoloration,
or "orL
Abasx�-)ned umdvr&;lx ad ranks.
Abindoncd wclls
Buriod barrels. dobris, or trash.
Paving/Asphalt Work
13 Avaid paving and seal coating in wv
weather of whca rani is furccass, to
prevont materials thai have not cured
ftern con-ractitnS staormwater runoff.
U ('ovct storm dr-Ain inlvg and mjnholc+
when applying seal ciiat, tack cnaL slturry
seal, fo.8 seal. etc.
❑ C-DI loci and FCCYCIr; t.1r apprvprialely
dispose of excem. abT-&A ve gravel or sated.
Do NOT sweep or wash it inta gutters,
❑ Do nui use wiI we to -wash down fvsh.
asp"[ concrete pav emenl-
Sa wcv Ida g & Asphalt/Coffl r rve RvmovAl
❑ Proreci nearby storrndrwin inlets when
sae- cutting Use fill-er fabric, colch basin
inlet rlRerg, or vet begs to keep slurry
6ut of tho 4wern derirl system,
❑ ShoW, absorb, or vacuum saw -cat
slurry and dispose of all w+ ogle ors Cori
as you are Finisbcd in one Imalion or at
the end of each wane day lvwhichavcr is
0 If sawcutslurry enter a caLrh basim, clam
it up tmmediaicly,
Concrete, Grout & Mortar
Application
ci Store concrete, .grout, and moo -au aviary
cram storm drains or waicrways, and on
pallerg und,cr-cover to protect lhern Crum
rain, runuff. and wind-
❑ Wash nutconcx1r,equipmenUtrucks
affi'site of in a designated wash -out
urea. where the water will flaw int-a a
t.�rnporary wmtc rit., and in a -mariner
that will pir cni l cac hi ng into the
u*rdedyIngsoil orario surmmnding area*,.
Let concrete harden and dispasc of as
garbage.
❑ When washing exposed ar regale,
pmveat waashwimef froth eintcring storm
drntns. Akwk any inlets and vacuum
gutters, arose washwa ter unto dirt areas, OF
drain onto a bermed aruface to he pumped
and dikpomrd of VrL�perly.
Landscaping
❑ Protest stockpiled lan6caping Faterials
from wind and tahri by storing them under
to �61 ymr-round.
❑ Stack lamed nutun-ial on pallets and
wider carver.
❑ Discx3w .nue a ppliclati.on or any emdibic
IaM scape nuterial W ithin 2 days before a
lcrecast rain event w daring ►vet twmtathm
Painting Paint Removal
Ruinting Clean up and Removal
U Neverclean brushes. ar rinse pa int
e0I1tainers into a- street, gaiter, stcmm
dvoitt., & strum.
❑ Ftar water-hwwd paints, paint out hmhcs
to the vxumt possible. am] rinse into a
drain that goes io the saniLiry sever.
4cver pour paiM do wn a btu}rm Ciro in.
U For rri l-trowel paints. paint out brushes to
the cxlent P-Wble and cican with Thinner
OF splvvil ill a p1'0peroa11W"er, Fillet` and
rcuk a thinners and SOMl_nt'k DispMe -01-
excess liquids as hazardous warste-
❑ Ruint chip; and dust from nori-hamrdous
dry stripping and weed blasting may be
.L.w pl uP nr+ eI� m —led in plakmc drop
cloili� and dI�p x d oFa%truA_
❑ Chemical paini sorIpping residue and Chips
and dust from nianu paintF sir paints
corttuiniatg lead, merctuy' Of thbutyltiin
musi k>c disposed of as hazarrdows wastc.
Lend b-OSCL1 paint removal requireb a 610lu-
ccoilicd-c rpo rrartor-
WO
Dewalt ring
�i
D Disc" es of groundwater -or eaptu red
tuatotYfrUrrir.levtw-at,rriitg apt ra6aw; arrest
ix- prc 1puriy Managed and disf d_ When
pus sibic nd de -watering discharge to
landscaped area or sanitary surer. If
discharginE_ to time saniiLiry seiner call your
local wame warcr "almnnl Plant,
❑ 1.)i'vvrl ru.n-un warier from off4lic away
lWni al l ti N4AX4 vcas,
❑ When dewcaterinZ, notify and obtain
approval from the l,xal municipality
bvffirc di"Kging water to a sticct gutter
or storm clrai n- FiItrabon or drvcrsion
through a basin, tank, or sediment Crap
n y k- required -
CI In areas ref known or suspected
ct~1rttamirtatiw.III your lacul agelwy to
delemi u %vhc6er the gru=d wailer gust
be knacd_ Ponped g;ruundwaler niiy steed
to kw collected and liauled -off-site for
I rlrati rent aril propr d asp Axl -
405 ball swater ave.
Burlin8ame, California 94010
tel: 650.703.6197
email: 18eurse@sbc8lobal.Net
SIGNATURE BOX:
NAME JESSE GEURSE
CITY OF BURLINGAME BUSINESS
NO: 22811, EXPIRATION DATE 06,
5GITY
A"
INC.
3-3-2022 JFG I COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022 JFG PLANNING -BUILDING 1ST COMMENTS
12-16-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW
NO. DATE BY DESCRIPTION CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SFIALL IMMEDIATELY
BE REPORTED TO THE DESIGNER.
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DATE
2130
JOB NO.
DRAWN JFG
BY:
DRAWING TITLE
SHEET TITLE
ENGINEER
AART ASSINK
DRAWING NO.
REVIEWED
BY: JFG
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
BMP.1
c
T
E
0
N
I
N
O
N
U
0
0)
3
0
N
Q
m
3
O
N
r
Q
m
U
w
O
w
N
O
N
FRONT SETBACK TABLE
BAYSWATER
HOUSE #
APN
FRONT SETBACK
501 (SUBJECT)
029-294-060
18.4'
505
029-294-050
19.7'
509
029-294-040
12.9'
511
029-294-030
13.3'
515
029-294-020
15.0'
521
029-294-010
13.7'
AVERAGE:
15.5'
LEGEND
- - SUBJECT PROPERTY LINE
ADJOINER PROPERTY LINE
- - BUILDING OVERHANG
x x EXISTING FENCE LINE
x 22.0 SPOT ELEVATION
• FOUND 3/4" IRON PIPE
RCE #20858 (NO REFERENCE)
SET NAIL & TAG
LS #6437 (IN TOP OF FENCE)
0 FOUND STANDARD
BRASS DISK MONUMENT (AS NOTED)
X FOUND NAIL & TAG (19 PM 55)
• FOUND REBAR & CAP
LS #7763 (79 PM 3)
SURVEYOR'S STATEMENT
I, KEVIN M. MCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULY
LICENSED BY THE LAWS OF THE STATE OF CALIFORNIA DO HEREBY STATE
THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCATIONS OF IMPROVEMENTS AS
SHOWN, ARE BASED UPON A FIELD SURVEY PERFORMED SEPTEMBER 28, 2021
BY OUR COMPANY FIELD CREW; AND I FURTHERMORE DO STATE THAT THE
PROPERTY BOUNDARY LINES, RIGHTS -OF -WAY AND EASEMENTS, IF ANY, ARE
BASED UPON ITEMS OF PUBLIC RECORD AND FIT TO FOUND MONUMENTS AS
SHOWN AND REFERENCED HEREON. THIS MAP AND THE ITEMS AND
INFORMATION AS SHOWN, WERE DONE UNDER MY SUPERVISION AND DIRECTION
AND ARE TRUE AND ACCURATE.TO THE BEST OF MY KNOWLEDGE AND BELIEF.
KEVIN �G1,..�cGVRE
KEVIN MKEVIN M• McGUIRE
, CA PLS #6437
10/14/21
DATE
m
� Z
FOUND REBAR & CAP
Z
LS #7763
o Z
1
(79 PM 03)
m Cn
22 C
FOUND REBAR & CAP
i i
41
LS #7763
j D
p
(79 PM 03)
0ri >
w
D m
PARCEL 1-A
< Z
(79 PM 03)
C
m
Z
1 41
O
Q-
11
CD
c o
0 0
CO
N m
QC�
1QQMJG
m CD
N 41 °20'22" W 465.02'
o �
_ _
- _
_ A
254.79'
�j 210.23'
\\\\
------ - - - -
- -
I
FOUND
I
STANDARD
I
I
BRASS
DISK
W I
I O
( 19 L.L.S.
55 )
O I Z
O I
PM
17
00
I00
L(33
( 79 PM
4 )
CENTERLINE
I °
w
I to
-
Iw
I
-
N 41 °20'22" W 289.80'
j m
I
I 0)
I �
100
C:, >
OI
i
o_
FOUND NAIL & TAG
LS #3918
I
I
I
(19 L.L.S. 55)
m
0
O
0
fl
C N
r O
K W
r
N 0
v,o
on
v N
o
�
BASIS OF BEARINGS
PARCEL MAP 08-04 FILED FOR RECORD IN BOOK 79 OF PARCEL MAPS AT
PAGE 3, RECORDS OF SAN MATEO COUNTY AND TWO FOUND MONUMENTS AS
SHOWN, TAKEN AS NORTH 59°37'55" EAST.
BASIS OF ELEVATION
THE ELEVATIONS SHOWN HEREON WERE DERIVED FROM L-1/L-2 DATA
COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEM (GPS) AND A
CHCX90D-OPUS RECEIVER AND POST -PROCESS USING THE CORS NETWORK.
ALL ELEVATION EXPRESSED IN NAVD 1988 DATUM.
NOTES
1.) TITLE REPORT FOR THIS SURVEY WAS PROVIDED BY NORTH AMERICAN
TITLE COMPANY, REPORT NO. 55905-21-02277, AND DATED AS OF
JUNE 8, 2021.
2.) DATE OF FIELD SURVEY: SEPTEMBER 28, 2021
3.) PROJECT BENCHMARK: VARIOUS SET SPIKES ON SUBJECT PARCEL AS
SHOWN. ELEVATIONS AS SHOWN ARE AMSL (NAVD88)
4.) CONTOURS SHOWN HEREON ARE ONE HALF FOOT (0.5') INTERVALS.
5 2.5 0 5
SCALE: 1 " = 5'
QUIET RIVER
Land Services Inc.
6747 Sierra Court, Suite K
Dublin, CA 94568
(925) 734-6788 Phone
PROPERTY BOUNDARY 8c
TOPOGRAPHIC SURVEY
BAYSWATER PARTNERS LLC
LOT 10, BLOCK 31
LYON & HOAG SUBDIVISION (4 M 26)
501 BAYSWATER AVENUE
CITY OF BURLINGAME SAN MATED COUNTY CALIFORNIA
SCALE: 1" = 5' OCTOBER 2021
SI GNG�$L I`ED\ cSlt�yT/�O\�R Y I = : ;1
19.7' f �' q a r I' 4 4 .; X
.,i •,d _ _-.; a; .'a -• : a .L'� 'e i_, (fie:,5(�{-;c'<�-• •;,'. I
,, . � • :.'�-.•' a e •°Y' ._-; !_-- .. ^, %�''r\ � ..�•, _' :-t .
_ +', a �' d {{ •11: , _
•'d `'d ,'d , i_1 d 's? -. t'•!--=:!- `'a--'si_+•_+';° ra°- 'a •-'rt'-1-' I
6.4'f - \N LANDS OF GEOSITS ! • • ' ° -,• '� .��*f-e4� 4 4
,', e."sd ;' d S d -N n.•, a; .•' 4m, .4 , 4 �'i 1.�s•-.L'%'-
APN: 029-294-050 IF °_:..'� .�"d S, , r . A-
N �„r e..:a �sy •'"�'
NLOT 10A, BLOCK 31 • ; - r . y . ,' i =' b_'� f ' :•_-.t',!-: : ° . A , .
GARAGE -, . - - • , . '-, d `_ -- - �d - -.a•t,_ tn_e� .l I
BUILDING '_ ; ;_e• ! : A.
6.3'f BUILDING 4 M 26 ; - ; �' •, '' a :' {'- - "•"r ° •l !_ d ° , •' a-. f'1 a d :.l !-a :l• -r :4a - ° , ° , .
TO FENCE^°:t e•l!- °•l!- ::1�--:+i; ;.t-a d ten'-s�•'a • `°'d a e_:d S�J ajtX
N1.0'f 6.9't BUILDING 2�6 `•' ° �? 1- N '='
_ _ _ TO PROPERTY LINE S 41°28'11" E 100.06'
4 • 4 I
22.74 - - - - 21.5 4?- .. •' ! !
X u x X X - X X x x x x X X X X X X d d
0.1't 0.7't 21.7 -y WATER
rn ROOF EAVE �� 2 WOOD 2X.8 x BUSH �`- •`? - METER ®,_
\ 3.0 ACCESS HATCH PRIVACY FENCE x •, ._- : _ d;•!-
�'- x OVER P/L - ° °
FF 22.7 �- i X 22.1 X WOOD STEPS �_'e :t'•-. LEA 21.7
�ZZ ® I 21.9 X 21.8 -' d
x L a--. r ` GATE ?_'e;L CONCRETE WALKWAY,- a - A CP-20
\ I CP-13 N 22.6X ''';•.S< d1.6 ed -X SET SPIKE
2.8'f BUILDING .- -
TO PROPERTY LINE 5 SET SPIKE N / X 21.9 ' d - . ` d • ; , • _ 1.,
-:� T•
\ I ` / EL: 22.69 \ / 4 . EL: 21.71 t,
X2.6't BUILDING x ( x I 22'2 \ \' 3968' •a','.•�va•-�' SAPLING
22.4 \ \\/�
TO FENCE - \\ � '\ \ e
SIGNLE STORY I °� BUSH
RESIDENCE I \ / 2X.7
TOP EL: 38.8t
OOM -
\ I Sd31S 0 /
\ I 21.6 X
\ 5 I \ SIGNLE STORY / 4 ' 18.4 f ►� 4.2't 3.8't -4. ' 6.3't
RESIDENCEFT
/ / -
TOP EL: 35.4f • � ' - a � • y
\ HT. 13.7'f ` . ,- L'
\ 8"0 TREE / , d.
-•� `-•--•`- LAWN/PLANTER
/ d
\ ROOF OVERHANG 22 5 \ I I
;f
21.7
N N
22.3
w
d
No GARAGE o \ \ / \ \ BAYSWATER PARTNERS LLC
BUILDING \
N6't WOOD
uI
\ / \ \ \ APN: 029-294-060
FENCE LOT 10, BLOCK 31 �
4 M 26
\ \ \ 5,544.44 SQ. FT. o o.- -2X 6
N (A x C� / \21.7,-�
m D `-
Nw 2X 4 \ / \ \\ can
cn
CA
'd
d
U' CONCRETE PADS 20 7 f �`�•_" Id
NQ \ & HASE BIB \ 21.7 X ' d O
- - A,�-q 41., CONCRETE I -•�
cNn IRRIGATION VALVES
1° A 2'� TREE AND HOSE BIB .
21.6 x
6.4'f 1 0° \\\ 4.75' \ :•t;--:�i; m `• d
11.\\ 21.8 `I-
` :- CAGE9:Q(�'' aN_ ' GATE \ I 21.6 X
x ;_- X X X X X X SAPLING d d_ ; .._ 22.3 X - ;�I - '" d " . I a °��' I • 4
94 •'A d . d \ WOOD \ d d -t'.• •
- ! I ' '1 d' )V �./ YLI•V - - s� L e �' y •' b 2 !- ! -d ,1 d - _ _ ! ,' d ' d_ �l,•1
�_' , a-a.t',L' •,: a .; y '; ._. ;=: PRIVACY FENCE \ °,,- :;fpl+fC:R€fl'," d_ ,�a_ .sy ••�;
- �41►¢pR.1Lt_ ROOF OVERHANG \ '- 12"0 TREE a .to
::; - �'.;-- ' ` •'.�---•'t,_-''mod_, `;.=''d 'f 1°-;i e_- Ll.�--••l!-.; .t� a`�d \ \ \\\ ` q1- ,1°- ,_-''d - `'y a _ d- N m
�,t !_ -.t �- -,i!--:t^°'- +Se ,-. d-. .,_ - !_ - •" \ 13.50' \ \ - -.'. •'„-, „_. `''„_. .L f _-•t�•_::•t; .
d• ;- d'°s d-. ''''d _�f' - _- ta'.-Y: �,°,d•-d ���,_/��,.! 'sa `fad_ d••':'-e-,1:`-e-se `'a d''Ie .l';,d
I',d . '-d-, - _ ^, - !_ - !•_ • ;--'�•"_. , . �;_� �--.� 22 3 8"0 TREE I � \\
r�(` . �f''.d a''-.ia�'°-.'d-•a.• !_ .'d ., d-- ;'a-' d_. x 22.1 '-a
' , ., ' _ _ N'• 1 7.:� e�` - n4 ' 4_ � � � ` � ` •. , � �. Jb I ; ad_ a'� 1 d •; f �d \
LANDS OF SMITH < - •; A - ' ; .'� 4 ;"a -4�`, 4_' :° q- �4; 4 s;; 4 a•= 4 'e:•
.a ' • ° '��_' :�-:.:•'•; -=•:; -: �';_."� ROOF PEAK �,.e ' \4 3�b . •' d -`' LAWN/PLA TNR
APN: 029-294-070 _ ;�y_e;.'y-::'y +:b_.'X's ■_ EL: 35.4t `\ �/ „ "� �_•a 1 ,1• -d
„ ' b ; , ? --,,, • ' d , . • _ '. \ c , PILLAR & WALL
LOT 9, BLOCK 31 • .2"�3�_ ;f_e: -
4 M 26 .•�a +^°•yam d.t!_.• ,1d:1�a_-�•t!' ,_ ��'' (STUCCO) v� •�� -.,�`_ m d_�te
`e:S-• -;t �_-•l d-. •td-�•4d a, a;: ° °•'•;--•: �_. 'e_.;� ® SET SPIKE mm Vb- ���. �'pJ J' (95 W 61)
e •. • A_
EL: 22.17 � x \ :� I SZ'� I .f_
.TjV�VAY;,,!_ ! / 22.3 !- i
d . ". d ! , d . d ° 22.4 22.1 PINE I 'J I '° d ., d 21.5I
'sd-'a� ' a-- ,-� ,° ,_ d- ` t' +se' .a �1 - ry x X Z GZi-;le .t, S TREES` , '•-- t'", ,' d_ '1 d x I
4- q ,� d 5, • , d .• X ^, �'� 22.1 ° ` I •'4 n• - I1Ir
3'f WOOD L f d , _-„ 22.6, o ` --•' -; % `._ '- SIGN
FENCE !_ •' y . __ , ' __ ;.:'' �_' :•_ , -L',!- `' ,_ . - , ,!- J '' a • .' y_ . -� 21.2 X
.: y - �x a a -.• : ' e 'sd d d_ - ,�' ( d- . d .' d - +, d - '' x �. f
• -, e '�.'•'�_;.^'e `r'a ;_- • a a;;'d"�'a:d •'4 e L'y-s..,y- WOOD
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SHEET 1 OF 1
DEMO. PLAN -LEGEND
DEMOLITION GENERAL NOTES
SITE DEMOLITION KEYNOTES
LAW
G CCU YS e Conceptual Des 1811 S I n C.
GENERAL CONTRACTOR GENERAL DEMOLITION NOTES:
1. DEMOLISH EXISTING RESIDENCE AND GARAGE TO NATURAL GRADE
2. DEMOLISH EXISTING HARD/SOFT SCAPE AS SHOWN.
,
EXISTING TO BE DEMOLISHED.
A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW.
3. DEMOLISH EXISTING TREE NON PROTECTED TREES ON LOT.
CONTRACTOR TO HAVE ENTIRE SITE
UTILITIES LOCATED BY USA BEFORE
4. DEMOLISH EXISTING CURB, GUTTER, DRIVEWAY AND SIDEWALK AND
DEMOLITION
B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ELECTRICAL ITEMS TO
REPLACE IN ACCORDANCE TO SP.1
405 Bayswater ave.
BE REMOVED. CONSULT OWNER ON COLOR OF PLATE
5. UTILITY NOTE SEWER LATERAL, WATER SERVICE, GAS AND
Burlin8ame, California 94010
1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY DESIGNER OF ALL
ELECTRICAL LINES SHALL BE DISCONNECTED AT THE MAIN AND PER CITY
tel: 650.703.6197
in
DISCREPENCIES BEFORE PROCEEDING WITH WORK
REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR
email: j8eurse@sbc8loba1Net
imm
C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE
THESE ITEMS. CONTRACTOR SHALL CALL "USA' TO DETERMINE ALL UTILITY
LOCATIONS PRIOR TO DISCONNECTING.
BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPROT OF
SIGNATURE BOX:
STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR
6. STARTING JUNE 5, 2019 ALL PROJECTS THAT INVOLVE DEMOLITION OF A
NAME JESSE GEURSE
INJURY.
BUILDING WILL NEED TOE NSURE THAT POLYCHLORINATED BIPHENYLS
'
DO NOT ENTER THE STORM DRAINS PER MUNICIPAL CODE 15.15 MANAGING
D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY OF THE
PCBS DURING BUILDING DEMOLITION ORDINANCE
STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT
CITY OF BURLINGAME BUSINESS LIC : GEURRFC/0NHAL DESIGNS, INC.
STRUCTURE DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED.
7. EXISTING PINE TREE TO BE REMOVED. NOTE, PROTECTED TREE PERMIT
NO: 22811, EXPIRATION DATE 06/30/ 1
FROM THE PARKS DIVISION. (558-7330) IS REQUIRED PRIORTO REMOVAL
E ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY
8. NOT USED
SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY TFIE
EFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE
9. EXISTING CITY STREET TREES TO REMAIN. PROTECT PER CITY
STARTING WORK
REQUIREMENTS.
F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY
SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD DOCUMENTS.
G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING
DEMOLISHED. IMMENDIATELY REMOVE FROM SITE
H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE
NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING
BUILDING. PROTECT THE EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL
MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE
I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING
JURISDICTION.
J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE CONDITIONS TO
REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE
CONTRACTOR SHALL REPAIR, PATCH, REFINISFI, OR REPLACE SAID ITEMS AS REQUIRED
TO MATCFI EXISTING AT NO CFIARGE TO THE OWNER
K CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO PREVENT LEAKAGE
RETROFIT EXISTING AS REQUIRED FOR CONNECTION OF NEW PLUMBING FIXTURES.
L. A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION
j
WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN OFFSITE RECYCLE,
DIVERSION,PER CGC 4.408 AND SHALL COMPLY TO CITY OF
BURLINGAME
BURLINGAMEORDINANCE #1 04
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NO.
DATE
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DESCRIPTION
CONST.
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IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
41f
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIESDISCOVERED
SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
NEW TWO STORY RESIDENCE
FOR
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DRAWINGTITLE
DEMOLITION SITE PLAN
DATE
ENGINEER
DRAWING NO.
DWIGHT ROAD
2130
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PUBLIC WORKS NOTES
OUTDOOR WATER USE (2019 CGC §4.4)
SITE PLAN KEYNOTES
Lim
G eu rs e Conceptual Des i 8 n s,1 n c.
1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SFIEET BMP.1
CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS
RESIDENTIAL DEVELOPMENTS SFIALL SUBMIT A CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER USE
1. LINE OF FIRST STORY SHOWN SOLID. 14. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS 24. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS,
AND/OR PATIOS ONTO VEGETATED AREAS. DIRECT RUNOFF
EFFICIENT LANDSCAPE (MWELO) CHECKLIST. 2019 CGC §4304.1
2. LINE OF SECOND STORY SHOWN HATCHED.
REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND
ARE REQUIRED TO BE ALTERED.
3. NEW DETACHED ONE CAR GARAGE /ADU SHOWN SHADED.
SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY
FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS
Er
SEWER LATERAL CONNECTIONS AND INSTALL ANEW 4" LATERAL,
ONTO VEGETATED AREAS.
2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO.1710, THE SEWER
4. LOCATION OF NEW GAS METER INSTALL PER PG&E REGULATIONS
(3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR
BACKWATER
5. LOCATION OF NEW 200 AMP ELECTRICAL PANEL AND METER
SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD
25. NO STRUCTURE SHALL BE BUILT INTO CITY'S
405 bagswater ave.
Burlingame, California 94010
3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL, BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE
INSTALL PER PG&E REQUIREMENTS.
PROCEDURES AND SPECIFICATION, (4) ANY OTHER
UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGFIT-OF-WAY.
RIGHT-OF-WAY, THIS INCLUDES ALL EXISTING AND NEW,
tel: 650.703.6197
BUILDING DEPARTMENT COUNTER A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED.
6. LOCATION FOR FIRE RISER FOR FIRE PROTECTION.
SUCH AS BUT NOT LIMITED TO, WALL FENCE RAILING, ANDAM
email: jgeurse@sbcglobalNet
COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY
15. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO BE
MAILBOX SHOW ON SITE PLAN, DIMENSION FROM PROPER
SIGNATURE BOX:
4) SEE SHEET PW.1 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS
FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER A MINIMUM OF ONE - HALF INCH STROKE BY TWO AND ONE-HALF LINE TO FACE OF CURB. ON BALBOA AVENUE, THIS
TO APPROVED FIRE PROTECTION PLANS
INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED BY
MEASUREMENT IS 11.1-FEET MEASURED FROM FACE OF CURB.
5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS.
SEE SHEET PW.1
LANDSCAPE FLOOD CONTROLLED BY SENSOR INSTALL PER
NAME JESSE GEURSE
NOTE: DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER TO
BURLINGAME CODE 18.08.050. THE ADU ADDRESS WILL BEAN
ALPHA NUMERIC NUMBER WITH THE LETTER W AFTER THE MAIN
27• PROVIDE 10'-0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO
'
G) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A
LANDSCAPE OR SANITARY SEWER
DWELLING NUMBER
SITE FOR ON -SITE SOIL CONTROL.
ENCROACHMENT PERMIT FOR THE SEWER LATERAL TESTIS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE
BUILDING PERMIT.
7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY.
I. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE
28. THE ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
SEE W-2780, SHEET PW.1 AND DETAIL 10, SHEET AD.1
ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN
LEADING TO THE ADU WITH PROPER ILLUMINATION. THE
NO: 22811, EXPIRATION DATE 06/30/ I
8. LOCATION OF NEW WATER METER CHANGE METER AND SIZE IN
DWELLING UNIT ON EITHER A SECONDARY MAILBOX, GATE, OR
MAILBOX MUST BE CONSTRUCTED BEHIND THE PROPERTY.
ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND
NON -MOVABLE STRUCTURE VISIBLE FROMTHE STREET FRONTAGE
THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL
PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE
AT THE PROPERTY LINE, AS WELL AS ON TFIE FRONT ENTRANCE OF
BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL
SITE DRAINAGE NOTE
DEPARTMENT REQUIREMENTS. MIN. 1"METER
THEADU.
CODES.
1. A DETACHED ADU MUST HAVE A DEFINE AND VISIBLE
9. MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE OF
PATHWAY LEADING TO THE ADU WITH PROPER ILLUMINATION.
29. LOCATION OF ELECTRICAL VEHICLE CHARGING
1. CONTRACTOR TO PROVIDE 4"DIA PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE
LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED
II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SFIALL
STATION. INSTALL ALL ELECTRICAL PER MANUFACTURERS
ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE CITY
FIRE PROTECTION PLANS.
BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES.
REQUIREMENTS AND CALGREEN 4.106.4.2.3 FOR DETAILS
PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PW.1 AND PW.2
10. CONTRACTOR TO VERIFY WTTI-I PUBLIC WORKS FOR
16.. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR
REGARDING 208/240-VOLT RACEWAY, CABINET, AND
2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS.
REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER.
LANDSCAPING WILL BE PROVIDED BY THE BUILDER AND
40-AMPERE OVERCURRENT DETAILS.
OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN
INSTALLED AT THE TIME OF FINAL INSPECTION. 2013 CGC
1) THE SERVICE PANEL OR SUB -PANEL CIRCUIT DIRECTORY
CITY RIGHT AWAY. ALL WATER LINES CONNECTIONS TO CITY
WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO
4.408
17. EXISTING U-0" WOOD FENCE TO REMAIN.
SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE
SPACE(S)
PARKS DEPARTMENT
BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL
RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE".
SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR
18. DIRECTION OF SITE DRAINAGE. SEE SURVEY.
2) THE RACEWAY TERMINATION SHALL BE PERMANENTLY
CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND
SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER ALL
UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE
19. SEE SHEET LS.1 FOR SITE MATERIAL AND LANDSCAPING
20. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE
AND VISIBLY MARKED AS "EV CAPABLE". 2019 CGC §4.106.4
30. NEW SANITARY CLEANOUT PER CITY STANDARDS. SEE
SHEET PW.1
1. CONTRACTOR TO PROTECT STREET TREES DURING
CONSTRUCTION.
SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT
PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED
2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330)
FOR REVIEW AND APPROVAL.
CONSTRUCTION(2013 CBC, TABLE 602.
31. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) WITH MIN.
3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAYBE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT
5.22 kWPV ENERGY SYSTEM. INSTALLATION BY APPROVED
FROM THE PARKS DIVISION.
11. NOT USED
21. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT
SOLAR POWER COMPANY. SEE CALCULATION THIS SHEET.
4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS.
OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO
BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING
32.108 " X 36" X 36" DEEP STORMWATER RETENTION WELL.
5. REFER TO SHEET L.1 FOR ALL LANDSCAPE NOTES
12. NEW 4" SANITARY SEWER TO CITY MAIN AND CLEANOUT PER
CONSTRUCTION.
SEE DETAIL DIRECT ROOF RUNOFF ONTO VEGETATED AREA
PUBLIC WORKS REQUIREMENTS. SEE DETAIL SS-1 AND SS-2, SHEET
PW.2.OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION
22. LOCATION OF NEW 60 AMP ELECTRICAL SUB PANEL. TIE
WITHIN CITY EASEMENT.
BACK INTO NEW MAIN ELECTRICAL PANEL.
BLOCK AVERAGE FRONT SETBACK ON BAYWATER AVE
/
13.4"DIA DRAINAGE LINE STORM WATER RETENTION WELL.
23. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH
Y
DIRE
DIRECT WATER TO ALL PLANTING AREA
BASINS AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES.
ALL. MEASURES TO BE IN ACCORDANCE TO BMP.1
BURLINGAME
15'-5" SEE SURVEY FOR ADDRESS
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IT IS THE RESPONSIBILITYVERIFY ALL E
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTSBEFORECOMMENCING
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ACTIVITIES, ERRORS, OMMISSIONS
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PROJECT NAME
NEW TWO STORY RESIDENCE
FOR
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
223 x 22.1 x = x2L6 = . 2K5
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23
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BURLINGAME, CALIFORNIA 94010
ALL CURB GUTTER, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SHALL BE REPLACE PER CITY OF BURLINGAMES PUBLIC WORKS REQUIREMENTS AND SHEETS PW.1, 2
DRAWING TTTL E
14
SITE PLAN
DATE
ENGINEER
DRAWING NO.
DWIGHT ROAD
2130
AARTASSINK
- - - - - - - - - -
JOB NO.
SCALE AS SHOWN
sp.1
-
- - - - - - - -
- - - - - - -
- - -
-
DRAWN JFG
BY:
RELEASED TO
SITE PLAN
CONSTRUCTION
SCALE 1/8"=P-O"
BY.. JIG
PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS
B. AIR TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR
/ \
FOR MAKING THE TEST, EXCEPT THE PRESSURE TEST GAUGE AIR TEST EQUIPMENT
SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL CLEAN PIPE AND PLUG
THE LATERAL AT THE BUILDING LINE AND THE CITY CLEANOUT. (IF A CLEANOUT IS
WITHIN TWO FEET (2'-0") OF THE BUILDING, THE LATERAL MAY BE PLUGGED AT THE
CLEANOUT.)
"D"
THE LEAKAGE TEST OF THE LATERAL SHALL BE CONDUCTED IN THE PRESENCE OF THE
WYE 445-*
CITY IN THE FOLLOWING MANNER:
AIR SHALL BE SLOWLY SJPPUED TO THE PLUGGED LATERAL UNTIL THE INTERNAL AIR
_- -
PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE
BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR
PRESSURE SHALL BE REGULATED BY A SUITABLE REGULATOR VALVE.
AT LEAST TWO MINUTES SHALL BE ALLOWED FOR TEMPERATURE STABILIZATION BEFORE
PROCEEDING FURTHER. THE RATE OF AIR LOSS SHALL THEN BE DETERMINED BY
A
MEASURING THE TIME INTERVAL FOR THE INTERNAL PRESSURE TO DECREASE FROM 3.5
TO 2.5 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF
VERTICAL DEPTH TO TEST PRESSURES
ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE.
SIDEWALK (4' MINIMUM)
LENGTH OF THE LATERAL AT MINIMUM OF
RISER AT 45 CLEAN -OUT 4 pgl
DEGREES (IN FEET) (IN FEET)
THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE TIME INTERVAL MEASURED
VARIES
(IN PSI}
"L" "D" SEE NOTE 1
FOR THE INTERNAL PRESSURE TO DROP FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH
H
IS 'D SECONDS OR GREATER. SEE STANDARD DRAWING SS-2 (4 OF 5).
�DRIVEWAY
4. IF THE LATERAL PASSES THE TEST, IT SHALL BE CERTIFIED AS ACCEPTABLE AND THE SALE
6" WIDE CURB
18' GUTTER OR
MATCH EXISTING
1' MIN. OR AS
DIRECTED BY THE CITY I
1' MIN. OR AS
DIRECTED BY
7HE CITY
1 0.7 0,7
CAN TAKE PLACE WITHOUT ANY FURTHER ACTION. THE CERTIFICATION SHALL BE PLACED IN
THE BUILDING DEPARTMENT FILE. THIS CERTIFICATION SHALL BE EFFECTIVE FOR TEN 1'10)
A.C.
A. .
2 1.4 1.4
YEARS.
1.5' TO 2.0' (TYP.)
3 2.1 2.1
IF THE LATERAL FAILS THE TEST, THE LATERAL SHALL BE EITHER REPAIRED OR REPLACED
A
4 2.8 2.8
AND RETESTED UNTIL THE LATERAL PASSES. THERE WILL BE NO ADDITIONAL FEE FOR
1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE V WIDE (MIN.) FULL DEPTH
5 3.5 35
RETEST ON REPAIRED OR REPLACED PIPING A PLUMBING PERMIT WILL BE REQUIRED FOR
(TYP.) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH.
ANY REPAIRS OR REPLACEMENT, AN ENCROACHMENT PERMIT MAY ALSO BE REQUIRED
6 4.2 4.2
DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMEN- FROM BUILDING
TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIRED AND TESTED LATERAL IS
DRIVEWAY (ATTACHED)
7 4.s 4'9
EFFECTIVE FOR TEN (10) YEARS.
PLAN VIEW
8 5.7 5.7
N.T.S.
5. THE CITY NEITHER HAS NOR WILL MAKE ANY DETERMINATION AS TO WHO WILL PAY FOR THE
9 6.4 6.4
TESTING AND REPAIRING. THAT IS TO BE DECIDED BETWEEN THE PARTIES INVOLVED IN THE
BACK OF
10 7.1 7.1
SALE.
SIDEWALK
11 78 78
4' MIN. VARIES REMOVE/REPLACE
DEEP GROOVE
12 8.5 8.5
COLD JOINT 7YP. SLOPE
13 9.2 92
!
"I SLOPE MAX SLOPE IS%
° ° ° "
° " 1 TO MATCH
14 9.9 9.9
-
° ° E - EXISTING
° °
15 10.6 10.6
°
SEE NOTE 8 SOIL OR ENGINEERED FILL COMPACTED
TO 95% RELATIVE COMPACTION
16 11.3 11.3
SEE NOTE 14
SECTION A -A
N.T.S.
NOTE:
1. GROUND WATER IS ASSUMED AT 3'-0" BELOW GRADE.
SEWER LATERAL TEST (AIR) APPROVED BY DRNING
OO
BURLINGAME M�YF.p.!GAMECITY ORDINANCE #1329DATE SS-2
DEPARTMENT OF PUBLIC WORKS 6/17/2006 (4of4)
ALTERNATE 1
USE FIXTURES
ALTERNATE 2
USE CLEAN -OUT
FOUNDATION
HEIGHT -
2' MIN.
HEIGHT OF LATERAL
PRIVATE SEWER LATERAL AND TESTING
PROCEDURE AND REQUIREMENTS
DEPARTMENT OF PUBLIC WORKS
PROVED BY DRAWIN
NO.
DATE SS-2
8/17/2006 (2 of 4)
STREET OR ALLEY AREA
1a. BUILDING MUST HAVE CITY CLEAN -OUT IN RIGHT-OF-WAY AREA,
OR OWNER MUST INSTALL NEW CITY CLEANOUT.
1b. CITY REPLACES "P" TRAPS IN RIGHT-OF-WAY ONLY.
2. TO PERFORM TEST, DOUBLE PLUG IS REQUIRED BY
OWNER/CONTRACTOR.
3. AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE
WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT
PLUGGED ELSEWHERE.
TEST PROCEDURE
ALTERNATE 1 - la. USE LOWEST FIXTURE WHICH IS A MINIMUM OF 2' ABOVE THE LATERAL ELEVATION AT CLEAN -OUT
PLUG LATERAL AND CLEAN -OUT
(PER NOTE 2 ABOVE)
1b.
CHECK THE BASEMENT DRAINS OR SUMP PUMP.
1e.
REMOVE AND PLUG ALL ILLEGAL CONNECTIONS (i.e. ROOF DRAINS AND SUMP PUMP.)
2.
FILL FIXTURE UNTIL WATER DOES NOT DRAIN.
u
3.
MARK WATER LEVEL.
�J
4.
SHUT OFF BUILDING WATER SERVICE DURING CITY INSPECTION TEST_
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5.
WAIT 30 MINUTES AND REFILL TO MARK.
1")
o
Fr]
0
6.
TEST PASSES IF WATER REFILLED IS FOUR (4) OR LESS GALLONS FOR FOUR (4") INCH OR SIX (6") INCH LATERAL
m
ALTERNATE 2 - 1.
INSTALL OR USE EXISTING CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVELI.
Q
2.
CONTINUE TEST AS IN ALTERNATE 1.
_
(A
Z D
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PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY.
, . 4'(MIN) SIDEWALK2% SLOPE r� 7�
X 'L AA..
DRIVEWAY O�
C R
AS
BY THE CITY
2 DRIVEWAY WIDTH VARIES
(SEE NOTE 7) �--�t- 2
INDUSTRIAL AREAS
PLAN VIEW
N.T.S.
SIDEWALK, DRIVEWAY, CURB AND GUTTER
DEPARTMENT OF PUBLIC WORKS
REQUIREMENTS FOR CONSTRUCTION OF
SIDEWALK. DRIVEWAY. CURB AND GUTTER
(UNLESS OTHERWISE APPROVED BY ENGINEER)
1. X SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA
OR 95% IN DRIVEWAY.
2. A DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB
EX PT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING
STRI WIDTH IS LESS THAN 4% THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE
RAMP, IDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND
MULTI- MILY AREAS.
3. ALL CONC TE SHALL BE CLASS 8 (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER
CUBIC YARD DDED FOR COLORATION.
4. SIDEWALK SHAL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING
SIDEWALK.
5. EXPANSION JOINTS ALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20'
CENTERS ALONG SIDE LKS, CURBS AND GUTTERS.
6. DRIVEWAY OR SIDEWALK JACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND
GUTTER.
7. DRIVEWAY WIDTH MAY VARY MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE
MUNICIPAL CODE SECTION 12.0 O60).
8. CONCRETE THICKNESS FOR DRIVE YS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8" MINIMUM.
CONCRETE THICKNESS FOR DRIVE WA IN RESIDENTIAL AND MULTI -FAMILY 15 6" MINIMUM.
9. ALL CONSTRUCTION SHALL CONFORM CITY STANDARDS AND THE LATEST CALTRANS STANDARDS.
10. ALL TREES IN PARKING STRIP MUST BE TECTED FROM DAMAGE.
11. NO TREE ROOTS LARGER THAN 2" ARE TO CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS
DEPARTMENT AT (650) 558-7300.
12. ALL CONCRETE SHALL BE CURED FOR A PERIOD 72 HOURS. (CALTRANS SECTION 90-7)
13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL PTH OF CONCRETE SIDEWALK, DRIVEWAY AND
APRONS.
14. SAWCUT AND REMOVE,/REPLACE A.C. PAVING 1' WIDE (MI WITH HOT MIX A.C. SAWCUT FULL DEPTH
AC AND CONCRETE 6 -7" +/-, REMOVE AND REPLACE AC MATCHING COMBINED THICKNESS OR
6" AC MINIMUM.
15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PRO RTY LINE PROJECTION INTO THE
STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR.
16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS.
17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION 0 HE CITY ENCROACHMENT
PERMIT.
18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS NOT PERMITTED.
19. PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NE NO EXISTING
CONCRETE SIDEWALK. #5X12" DOWELS ARE ALLOWED IF APPROVED AND OIREC BY ENGINEER. k402"
DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANOA DETAIL SW- .
20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE HE FLOW LINE
OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER F M THE STREET
INTO PRIVATE PROPERTY.
BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER
DEPARTMENT OF PUBLIC WORKS
APPROVED BY DR NN
DATE S
8/9/2017 (3 of 3)
PRIVATE SEWER LATERAL AND TESTING
PROCEDURE AND REQUIREMENTS
ORDINANCE NO. 1329, WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986
AND WAS MODIFIED BY ORDINANCE 1623 ON MARCH 23, 2000, REQUIRES THE ABATEMENT OF SEWER
LATERALS AND CLEANOUTS WHICH ARE FOUND TO CONTAIN LEAKS OR SEPARATIONS; LATERALS
COVERED ARE FROM THE BUILDING SERVED TO THE CLEANOUT IN THE CITY RIGHT-OF-WAY. THE
ORDINANCE ALSO REQUIRES THE TESTING AND REPAIR OF LATERALS PRIOR TO THE SALE OF THE
PROPERTY IF THE BUILDING WAS CONSTRUCTED 25 YEARS OR MORE BEFORE THE DATE OF SALE.
DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WAS FINALED. IN ADDITION,
TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURE UNITS ARE ADDED TO A PROPERTY.
THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLEMENT ORDINANCE N0. 1329.
IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING IS NEEDED. CONTACT THE
BUILDING DEPARTMENT TO DETERMINE THE AGE OF THE STRUCTURE AND IF THE LATERAL HAD BEEN
TESTED AND/OR REPAIRED WITHIN THE PAST TEN (10) YEARS IT CAN BE ASSUMED THAT TESTING
AND REPAIRS HAVE NOT BEEN DONE UNLESS THE PROPERTY HAS BEEN ALTERED OR SOLD AFTER
AUGUST 1986. IF THE LATERAL NEEDS TESTING, THE PROPERTY OWNER SHOULD RETAIN A
CONTRACTOR OR PLUMBER TO PERFORM THE TEST. THE TEST SHALL BE PERFORMED AS FOLLOWS:
1. THE TEST MUST BE WITNESSED BY A CITY REPRESENTATIVE TO MEET THE ORDINANCE
REQUIREMENTS. THE CONTRACTOR OR OWNER SHALL FIRST OBTAIN AN ENCROACHMENT
PERMIT FROM THE PUBLIC WORKS DEPARTMENT IN CITY HALL AND PAY AN ENCROACHMENT
PERMIT FEE PER THE LATEST ENCROACHMENT PERMIT FEE SCHEDULE. DETAINING THE
PERMIT CAN BE DONE BEFORE OR CONCURRENTLY WITH SCHEDULING AN APPOINTMENT BUT
IS REQUIRED AT THE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE
COMPLETED BY THE TIME THE CITY REPRESENTATIVE ARRIVES TO WITNESS THE TEST. CALL
650-558-7670 TO SCHEDULE AN APPOINTMENT.
2, EACH LATERAL IS TO HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-OF-WAY. IF A CLEAN
OUT DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED. THE OWNERS
CONTRACTOR WILL INSTALL THE CLEANOUT WITH AN ENCROACHMENT PERMIT FROM THE
PUBLIC WORKS DEPARTMENT. CITY PERSONNEL CAN SPEND A LIMITED AMOUNT OF TIME TO
ASSIST IN LOCATING AN EXISTING CLEANOUT OR LATERAL. A CLEANOUT LOCATED ADJACENT
TO THE PUILDING WILL BE AN AID IN THE TESTING PROCESS OR LOCATING THE PIPE ROUTE
FOR REPAIRS AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT
FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOUT ADJACENT TO THE
BUILDING OR ANY WORK DONE ON PRIVATE PROPERTY.
3. TESTING WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TEST OR AN AIR TEST.
THE AIR TEST SHALL BE USED IN HILLSIDE AREAS WHERE THE HYDRAULIC HEAD PRESSURES
COULD DAMAGE THE PIPE.
A. WATER EXFILTRATION TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND
EQUIPMENT, EXCEPT THE CALIBRATED BUCKET. THE CONTRACTOR SHALL PLUG THE
LATERAL AND RISER AT THE CITY CLEANOUT AND THEN SURCHARGE THE LINE WITH
WATER TO A POINT EQUAL TO THE FOUNDATION'S GRADE (FLOOR JOIST LEVEL) OR
CONCRETE SLAB, DEPENDING ON CONSTRUCTION. THE MINIMUM HEIGHT OF THE WATER
LEVEL SHALL BE TWO FEET (2'-0") ABOVE THE FLOWLINE OF THE LATERAL AT THE
CITY CLEANOUT. IF THERE IS ANY FIXTURE INSIDE THE STRUCTURE LOWER THAN THE
TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE
OR THE LATERAL AT THE BUILDING. AN APPROVED BACKWATER VALVE SHALL BE
INSTALLED IF THERE ARE ANY PLUMBING FIXTURES BELOW THE LEVEL OF THE CITY
CLEANOUT. A PLUMBING PERMIT IS REQUIRED FOR THIS WORK THE CONTRACTOR MAY
ALSO INSTALL OR USE AN EXISTING CLEANOUT NEAR THE STRUCTURE AT THE
FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB FLOOR LEVEL TO
ESTABLISH THE MINIMUM TWO FEET (2'-0") WATER LEVEL.
THE LATERAL SHALL REMAIN SURCHARGED FOR A PERIOD OF 30 MINUTES AND THE
AMOUNT OF WATER LOST SHALL BE MEASURED. THE LATERAL SHALL BE CONSIDERED
ACCEPTABLE IF THE AMOUNT OF WATER LOST IS LESS THAN FOUR (4) GALLONS. NO
INCREASE OR ALLOWANCE IS ALLOWED FOR LONG LATERALS OR FOR LATERALS LARGER
THAN THE 4-INCH MI^!I�11IM SI'E. IFE STANDARD DRAWING SS-2 (3 OF 5).
PRIVATE SEWER LATERAL AND TESTING APPROVED BY DRAWIN
6URLINGAME NO
PROCEDURE AND REQUIREMENTS
DATE SS-2
DEPARTMENT OF PUBLIC WORKS 8/17/2006 (1 of 4)
I-_ A f- SEE NOTE 18
TYPICAL 5' SIDEWALK
SCORING DETAIL
N.T.S.
LEGEND
S - SCORE LINE
EJ - EXPANSION JOINT
WPJ WEAKENED PLANE JOINT
r� B
I
I
SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER)
I
W I -PLANTING
STRIP
DRIVEWAY APPROACH
PLANTING
STRIP `
(SEE NOTE 7)
I
6" WOE CURB
18" GUTTER OR
MATCH EXISTING
1' MIN. OR AS I
DIRECTED BY THE CITY
MIN.
AS DIR
A'
BY THE
A.C. h CONCRETE
A.C. 11CONCRET
L� A
1.5' TO 2.0'
L� B 1.5'-2.0' (TYPJ
SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.)
OR
CTED
CITY
11 T1.1 nN " cR .... m� wnR7w ncn
OR DRIVEWAY APPROACH.
DRIVEWAY (DETACHED) PLAN VIEW
N.T.S.
5, S DIRECTED I PLANTING STRIP
BY vdoECOR
ENGINEER (SEE NOTE 6) L 6" 1' WIDE A.C. REMOVE/REPLACE
SLOPE AT 1/4" PER FOOT (2%)
4"-mIITN'.-
� o°
#4 x12" DOWELS OR �/� 1.5"
#5 A2" DOWELS IF DIRECTED BY ENGINEER AT 18" O.C.
MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE --� 3" SEE NOTE 14
SOIL OR ENGINEERED FILL COMPACTED TO
90% RELATIVE COMPACTION SECTION A -A #4 A2" DOWELS
3"
N.T.S.
r1•
5' WIDE OR AS DIRECTED (SEE NOTE 2)
87
CITY ENGINEER
S UP
1' WOE-A.C. &CONCRETE
1L SLOPE AT 1 ( /2 4" PER FOOT TYP. 5_OPE 8.33% N TE 8 REMOVE/REPLACE
-� MAX SLOPE 15%
SEE ' < ° ° a I FULL
NOTE B ° a i DEPTH
Ll
RELATIPVEECOMFEAC110N LL, COMPACTED TO 95% \\� �^ �!� /\�\/^ Y/ °\ 1.5" ° L SEE
NOTE 14
SECTION B-B
(SEE NOTES ON SHEET 3 OF 3) N.T.S.
APPROVED BY DRAWING
BURur�AME SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER NO.
DATE SWA
DEPARTMENT OF PUBLIC WORKS 8/9/2017 (1 of 3)
REQUIREMENTS FOR CONSTRUCTION OF
SIDEWALK. DRIVEWAY. CURB AND GUTTER
(UNLESS OTHERWISE APPROVED BY ENGINEER)
1. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 907 RELATIVE COMPACTION IN SIDEWALK AREA
OR 95% IN DRIVEWAY.
2. ALL DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB
EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING
STRIP WIDTH IS LESS THAN 4% THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE
RAMP, SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND
MULTI -FAMILY AREAS.
3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER
CUBIC YARD ADDED FOR COLORATION.
4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING
SIDEWALK.
5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20'
CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS.
6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND
GUTTER.
7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE
MUNICIPAL CODE SECTION 12.04.060).
8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8" MINIMUM.
CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM.
9. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS.
10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE.
11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS
DEPARTMENT AT (650) 558-7300.
12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7)
13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND
APRONS.
14. SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN.) WITH HOT MIX A.C. SAWCUT FULL DEPTH
AC AND CONCRETE 6'-7" +/-, REMOVE AND REPLACE WITH AC MATCHING COMBINED THICKNESS OR
6" AC MINIMUM.
15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE
STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR.
16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS.
17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT
PERMIT.
18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED.
19. PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING
CONCRETE SIDEWALK. #502' DOWELS ARE ALLOWED IF APPROVED AND DIRECTED BY ENGINEER. N4x12"
DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-1.
20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW LINE
OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET
INTO PRIVATE PROPERTY.
a
SIDEWALK, DRIVEWAY, CURB AND GUTTER
DEPARTMENT OF PUBLIC WORKS
APPROVED BY DRAWING
NO.
DATE SWA
8/9/2017 (3 of 3)
ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN
CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL
OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF
CERTIFIED TESTER'S AT HTTP://SMCHEALTH.ORG/NODE/426. FOR ADDITIONAL INFORMATION ON
USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670. PLEASE
COMPLETE THE "WATER DEMAND WORKSHEET" FOR DETERMINING THE WATER SERVICE AND METER
SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF
BURLINGAME WEB SITE AT H7TP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125.
TO DOMESTIC
ADDRESS: FF===�
HOSE BIB WITH _
VACUUM BREAKER
PRESSURE REDUCING
VALVE (IF NEEDED)
HOUSE VALVE
TO IRRIGATION SYSTEM
BACKFLOW PREVENTION
ASSEMBLY
TYPE -
BRAND:
MODEL#:
SIZE:
SEE NOTE
TO FIRE SYSTEM
BACKFLOW PREVENTION
ASSEMBLY
TYPE: DOUBLE CHECK
BRAND:
MODEL#:
SIZE:
CUSTOMER SERVICE SIZE TO BUILDING:
PSI
ZR
URE FIRE PLANS SUPERSEDES
THIS SERVICE MATERIAL TYPE:
SERVICE SIZE TO WATER METER:
WATER METER SIZE:
%IN
NOTE:
1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX
TYPICAL RESIDENTIAL WATER SERVICE DETAIL DATE DRAWWNG NO.
(WITH FIRE SYSTEM) NOV 2012 W-1780
DEPARTMENT OF PUBLIC WORKS
DRAWN BY: L.T. SCALE: SHEET
CHECKED BY: K.O NONE 1 OF 1
APPROVED BY:
NOTE:
1. ALL DEVICES SHALL BE APPROVED BY USC.
2. THE DEVICE SHALL BE INSTALLED AT THE OWNER'S PROPERTY LINE AND ADJACENT TO THE METER.
COORDINATE WITH BURLINGAME WATER ON LOCATION.
3, BYPASS METER TO BE SUPPLIED BY CITY ACCORDING TO CURRENT FEE SCHEDULE.
4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DOUBLE CHECK DETECTOR ASSEMBLY AND
VAULT AS PART OF FIRE LINE PLANS FOR REVIEW AND APPROVAL BEFORE ACTUAL INSTALLATION.
5. A REDUCED PRESSURE DETECTOR ASSEMBLY MAY BE REQUIRED FOR HIGH HAZARD CONDITIONS
ACCORDING TO PLUMBING CODE.
6. BEFORE PURCHASE OR INSTALLATION, CONTRACTOR TO CONTACT COUNTY HEALTH FOR THEIR LIST
OF APPROVED DEVICES FOR BACKFLOW PREVENTION.
7. DEVICES MUST BE TESTED AND CERTIFIED BY CERTIFIED COUNTY TESTER. CONTACT COUNTY FOR
APPROVED LIST OF TESTERS.
8, THRUST BLOCKS SHALL CONFORM TO W-1810.
9, NON -STORM WATER FROM SYSTEM DRAIN PIPE SHALL BE DISCHARGED DIRECTLY INTO VEGETATED
AREA, OR COLLECTED AND PROPERLY DISCHARGED INTO SANITARY SEWER. NO DIRECT CONNECTION
SHALL BE MADE BETWEEN THE SYSTEM MAIN DRAIN AND THE SANITARY SEWER.
UT
DOUBLE CHECK DETECTOR -NOTES
DATE
NOV 2007
DRAWING NO.
W-2780
DEPARTMENT OF PUBLIC WORKS
8-28-12
ADDED NOTE 9 REGARDING SYSTEM DRAIN
LM
I
IDRAWN BY: FINE
SCALE:
NONE
SHEET
4 OF 4
CHECKED BY: NEP
ATF
RFVIfIl1N
RV
APPP
APPROVED BY:
BUILDING OR OBSTRUCTION
24" MIN
L
FROM o 0 1
m o m o
�► - Cm_ C Q -
MAIN o 0 0 0
o m I
Lw
W
d l
J
O
o_ 24" MIN
L
PLAN
VALVES TO BE
CHAINED AND LOCKED
IN OPEN POSITION
BYPASS METER TO BE
INSTALLED BY CITY OF
BURLINGAME (SEE NOTE
NO. 3 ON SHEET 2 OF 2)
I
I
of
O I_j
of
OL � I
MIN
36" MAX EX GRADE
I I
CONCRETE BLOCK &
FROM a GRINNEL PIPE SUPPORT (FOR
MAIN- j . 4" & LARGER VALVES)
CONCRETE THRUST BLOCK
(SEE STANDARD DETAIL W-1810 FOR DETAILS)
APPROVED BY DRAWING
BURLINGAME DOUBLE CHECK DETECTOR (ABOVE GRADE) NO.
DATE W-2780
DEPARTMENT OF PUBLIC WORKS 05/DB/2016 (1 of 2)
Geurse Conceptual Desi8ns, Inc.
405 bayswater ave.
Burlingame, California 94010
tel:650.703.6197
e:mail: j8eurse@sbc8lobalNet
SIGNATURE BOX:
NAME JESSE GEURSE
CITY OF BURLINGAME BUSINESS
NO: 22811, EXPIRATION DATE 06,
e CITY O
� � 1
•
INC.
3-3-2022
JFG
I COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMIVIENCNG
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
PUBLIC WORKS STANDARD DETAILS
DATE ENGINEER DRAWING NO.
2130 AART ASSINK
JOB Pw.l
SCALE AS SHOWN
DRAWW N JFG
BY:
REVIEWED
BY: JFG
RELEASED TO
CONSTRUCTION
LM
Geurse Conceptual Desi8ns, Inc.
405 baLJ swater ave.
Burltn8ame, california 94010
tel: 650.703.6197
email: 18eurse@sbc8lobal.Net
SIGNATURE BOX:
NAMEJESSE GEURSE
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
1
NO: 22811, EXPIRATION DATE 06/30/ 021
NOT USED
NOT USED
NOT USED
NOT USED
12
SCALE=1"=1'-0"
7
4
SCALE-NTS
SCALE-NTS
SCALE=1"=1' 0"
BURLINGAME
CA L 1 F O R N 1 A
.�I
•
NOT USED
NOT USED
NOT USED
NOT USED
�
11
SCALE=NTS
SCALE=NTS
SCALE=1"=1'�0"
SCALE=1"=1'-0"
SLOPE w
SLOPE 5% AWAY FROM BUILDING FOR
LANDSCAPING TO
I GROUND/LANDSCAPE AREAS, OR 2%
DRAIN MIN.2%
Q
pa
AWAY FROM BUILDING FOR
I I-IARDSCAPEAREAS, FORTENFEET
z
Fiber Ro I t s SE-5
POP-UP EMITTER
z
I UNLESS NOT PRACTICAL LONGITUDINAL
O
SWALES MAYBE USED. USE GRASSY SWALE OR OTHER
MATERIALS TO MINIMAZE SEDIMENTS
Q
z
O
w
O
Nte:
—
} 2% VARIES
z
f
nstcll fiber roll
along a level contour.
9
rl Yj
_V
O O O
O o0 o0 o0
o
Fiber rolls��
LINE O
SURFACEWITH
FILTER FABRIC
y /
/
II
//////-://:rr/;//%/
r/r//r J�
O O O
_V
Vertical spacing
measured along the _V
O O O O
face of the slope '/r �
vanes between Install o fiber roll near
FIL.LTOBE15TO3"
DIA.DRAINROCK
D' and 20' j slope where itions it trans
nt° ° steeper sl°pe
C
oQ oQ
EARTHEN SWALE DETAIL
o o�
� �
2 SCALE=NTS
3-3-2022
JFG
COMMISSION -DESIGN REVIEW COMMENTS
TYPICAL FIBER ROLL INSTALLATION
N . T. S.
4" DIA. SOLID DRAIN
O O O
a
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
PIPE
(MIN. 2%SLOPE)
�'
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NOTE
ALL GRADING IS BASED OFF OF
NO.
DATE
BY
DESCRIPTION
CONST.
Fiber
(�
O O O I
THIS ARCHITECTURAL SECTION. THE
ADJACENT GRADE AND GFF DIMENSIONS
roll
B" m i n
Sfopo
vas
�
CD
SHOWN HERE MUST BE KEPT. NOTIFY THE
ENGINEER BEFORE MAKING ANY SLOPE 5%FROM
CHANGES. GROUND TO
BOTTOM OF WOOD
REVISIONS
E
I O O O
SILL.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
N
FIELD CONDITIONS AND COMPARE
\
�
�
/
SLOPE 5% AWAY FROM BUILDING FOR
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
IT.
O O
GROUND/LANDSCAPEAREAS, OR 2%
ACTIVITIES, ERRORS, OMMISSIONS
_
N 3 4„ x 3i4„
O�O�O�OQO�j
AWAY FROM
BUILDING FOR
OR ANY OTHER INCONSISTENCIES
wood stakes
max 4'
HARDSCAPE AREAS, FOR TEN FEET
FIN. FLR. UNLESS NOT PRACTICAL LONGITUDINAL
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
�
Spacing
SWALES MAYBE
USED.
PROJECT NAME
NEW TWO STORY RESIDENCE
ENTRENCHMENT DETAIL
5% NAT. GItD.
FOR
Iv . T. S.
a
BAYSWATER PARTNERS LLC
NOTES-
501 BAYSWATER AVENUE,
If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted.
'
BURLINGAME, CALIFORNIA 94010
Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll.
DRAWINGTTTL.E
ADJACENTGRADE
July 2012 California Stormwater BMP Handbook Portal 5 of 5
Construction
SITE DETAILS
www.casga.org
SEE PLAN
DATE
ENGINEER
DRAWING NO.
TYPICAL FOUNDATION/GFF /
2130
JOBNO.
AART ASSINK
PW.2
SCALE AS SHOWN
FIBER ROLL —WATTLE DETAIL
DRYWELL r RETENTION WELL
GROUND SECTION
DRAWN JFG
10
1
REVIEWED
CONSTRUCTION
CONSTRUCTION
SCALE=NTS
SCALE=1"=1'-0"
SCALE=1"=1'-0°
BY: JFG
G.3
G.2
WALL LEGEND
1-HOUR FIRE RATED WALL BETWEEN GARAGE
AND LIVING SPACE.
PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED
WALL PER CODE FOR REQUIRED SEPARATION
BETWEEN GARAGE AND LIVING SPACE SHOWN
DASHED.
NOTE EXTERIOR BEARING WALLS LESS THAN FIVE
FEET FROM THE PROPERTY LINE WILL BE BUILT
OUT OF ONE -HOUR FIRE RATED CONSTRUCTION
(2019 CBC, TABLE 602.
EXISTING TO REMAIN
EXTERIOR WALL:
2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH
7/8" THICK 3 COAT CEMENT PLASTER O/ LATH
O/ TYVEX O/ PLYWOOD. INSULATION PER TITLE
24.
INTERIOR WALL:
2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR
GYPSUM,
DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS.
EXTERIOR WALL:
2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ONLY
WITH STONE VENEER O/ SCRATCH COAT
CEMENT PLASTER O/LATH O/ 2 LAYERS OF
GRADE D' BUILD. PAPER OR TYVEX O/
PLYWOOD.
10'-10"
F_ I UPCAB O I — —
I �u�) I
sm
17010 8
o I
1 KITCHEN
u CLG =VOLUME
SHOWER BATHROOM \
/CLG=VOLUME
10'-0" CLEAR INTERIOR
GARAGE
CLG =VOLUME
i
G.0
28'-11"
5,-61 „
2'-6"X7-0" SLIDING DOORS TEW GLASS.
Gv
Y-112"
2'-O'X 4'-6"
CSMNT.
WINDOW
q
y
2' 0"X 4' 6"
CSMNT.
WINDOW
i
I
2'-0"X4'-6"
—
COMBO CSMNT.
WINDOW i
a
PROJECT i
g
0 0
w N>SOw I
I i
�—
i i
L
g�
I
"I
0
�I
I
s
FLOOR PLAN KEYNOTES
13' 9"
1000
L---� O O O �---
36" OVEN, 42" HOOD
KITCHEN
CLG =9'-6"
MICROWAVE
DRAWER
I
I
I
I
I
I
I
------— — — — — — —
2'-6" X 8'-0" SLml DOORS. TEMPGLASS.
W.— — I — —
— . — . — . — . — LINEOFSjEONDFLOOR — . —
I
DININGROOM
CLG = '-6"
w I —I
C4 U
c" U I �
Il I I
I
�
I I�
I I I
2'-0' 6=0"
u I
I
WTN w
BEVGRAGE
G
4'-4
9'-10"
BEDROOM NO.I
CLG =9'-6'
sR,nc
S)NK SHOWER
ENTERTAINMENT
ENTERTAINMENT ROOM
CLG =9'-6"
h�0
gl
of
�I
o.
�I
2UX6-0"
COMBO CSMNT.
WINDOW
I'-6 X 3'-O"
CSMNT.
WINDOW
TEMP.GLS. o
60
I
I
i
I
7'-0"X7'-O"
i FIXED ARCH 1
i WINDOW
I
I
--— -- -- —
— ——
.............
0 0
14'-2"
5'-6"
14'-2" 2'-6"
46'-4"
E
nD
C
nB (A)
A6
FIRST LEVEL FLOOR PLAN
0
i
SCALE 1/4"=1'-0"
Geurse Conceptual Desi8ns, Inc.
405 bagswater ave.
Burlingame, california 94010
tel:650.703.6197
email: jgeurse@sbcglobalNet
SIGNATURE BOX:
NAME JESSE GEURSE
CITY OF BURLINGAME BUSINESS
NO: 22811, EXPIRATION DATE 06,
CITY O
A"
INC.
3-3-2022
JFG
COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
I3:►+LWoWlR
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
FIRST LEVEL FLOOR + DETACHED GARAGE + ADU PLAN
DATE ENGINEER. DRAWING NO.
JOB NO.
2130 AART ASSINK SCALE: AS SHOWN
DRAWN JFG Al
BY: RELEASED TO
REVIEWED CONSTRUCTION
BY: JFG
ALLOWABLE FLOOR AREA RATIO
RESIDENCE LOT COVERAGE
LAW
BURLINGAME ALLOWABLE 32 PERCENT X LOT AREA + 1,100 S.F.
EXISTING LOT AREA 5,184 SQ. FT.
Ge U YSe Conceptual De S 1811 S, Inc.
RESIDENCE 32 PERCENT X 5,544 SQ. FT. =1,774 +900 = 2,674 SQ, FT.
MAXIMUM LOT COVERAGE
BUILDABLE FLOOR AREA.
5,544 SQ. FT. X 40% = 2,218 SQ. FT.
405 Bayswater ave.
TOTAL FOR AREA RATIO RESIDENCE:
LOT COVERAGE = (SHOWN SHADED)
RESIDENCE = 1,372 SQ.FT. + GARAGE(ADU EXEMPT = 225 SQ. FT.JM6.
Burlingame, california 94010
tel: 650.703.6197
email: jgeurse@sbcglobalNet
RESIDENCE = 2,666 SQ.FT.
=1,597 SQ. FT.
SIGNATURE BOX:
NAME JESSE GEURSE
FLOOR AREA CALCULATION
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
NO: 22811, EXPIRATION DATE 06/30/ 1
FIRST LEVEL FLOOR PLAN:
1,360 SQ.FT.
SECOND LEVEL FLOOR PLAN:
1,306 SQ.FT.
TOTAL FLOOR AREA TO FOR NEW RESIDENCE
2,666 SQ.FT.
DETACHED GARAGE FLOOR PLAN:
225 SQ.FT.
DETACHED ADU FLOOR PLAN:
372 SQ.FT.
•
b
BURLINGAME
CA L i F o RN I A
h� I
•
FF\-
0.1
\\s\\�
572SQ.FT.
adufloor area
\
DN
\ KRCI
GLG =VOL \
TU IO IVI G .
\ \ \ \ \ \ C=LUI\
hatched)
(shown latched)
\ \ /
.
\
\
4
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
OF
rr1
S \ \ \l ,Lb -= V VLUI
\\ \ \ \
\
\ / �I ,�� \ \ \ \ \ \\
I I� \ �I
TCj�\\\\\
\ \ \ \ \ G 6 \ \ \ \ \ \\ \ \\ \ \ \ \\ \ \
\I \ \ \ \\ ,\ .\ �
\
\ \ III z�6 ROOI \ \ . \
\ \ \ `�""y�6%601 \
floor
area
(shown hatched)4
0
Z�
�/IG/01_
i
00
P
\ \ \ \ \\ \ \ \ 'GOL '
225SQ.FT.
� . \ \ . \ \
\ \ \ �\ \ \
.��. .
3-3-2022
JFG
COMMISSION -DESIGN REVIEW COMMENTS
8ara e floor area
(shown hatched)
•
\ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
�:
• / �
12-16-2021
JFG
PLANNING SUBMISSION REVIEW
DN
\
I
-DESIGN
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
/
\ \ \
FANIILY.R�O
\
\
\ \ �T.�I.�T�N1 T
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
1• ROOM
\CL�9' \ \ \ I I 1 \ \ \ \ \G\-6\ \ \ \\ \
�
\ \ \ \
\ \ I I' I 1
\ \ \ \ \ \ \
\ \
FIELD CONDITIONS AND COMPARE
THEM WITH THE
DOCUMENTS BEFORE COMMENCING
\ \ \ \
\ \ \ \
\
\
\ \ \\
\ \ \ \ \ \
\ \
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
DN
\\
BE REPORTED TO THE DESIGNER
z
PROJECT NAME
NEW TWO STORY RESIDENCE
FOR
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
FIRST LEVEL + DETACHED GARAGE + ADU FLOOR AREA
DATE
ENGINEER.
DRAWING NO.
2130
JOB
AART ASSINK
AISF
SCALE: AS SHOWN
DRAWW N JFG
BY.
REVIEWED
JFG
RELEASED TO
CONSTRUCTION
FIRST LEVEL FLOOR. F.A.R. CALCULATION
SCALE 1/4"=1�_0"
BY:
WALL LEGEND
1-HOUR FIRE RATED WALL BETWEEN GARAGE
AND LIVING SPACE.
PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED
WALL PER CODE FOR REQUIRED SEPARATION
BETWEEN GARAGE AND LIVING SPACE SHOWN
DASHED.
NOTE EXTERIOR BEARING WALLS LESS THAN FIVE
FEET FROM THE PROPERTY LINE WILL BE BUILT
OUT OF ONE -HOUR FIRE RATED CONSTRUCTION
(2019 CBC, TABLE 602.
EXISTING TO REMAIN
EXTERIORWALL.
2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH
7/8" THICK 3 COAT CEMENT PLASTER O/ LATH
O/ TYVEX O/ PLYWOOD. INSULATION PER TITLE
24.
INTERIOR WALL:
2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR
GYPSUM.
DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS.
EXTERIOR WALL:
2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ONLY
WITH STONE VENEER O/ SCRATCH COAT
CEMENT PLASTER O/LATH O/ 2 LAYERS OF
GRADE D' BUIL.D. PAPER OR TYVEX O/
PLYWOOD.
G.3
I
G.2 I - - - - - -------------------I
2'-0'X 4'•
I I ( 11 aO COMBO
o I'-0"X2,-0"
-
WINDOW
2'-6"X5'•
COMBO
CSMNT.
I I WWINDO`
2'-0" X 5'•
FLANKS:
G.1 - L --------------
J
FLOOR PLAN KEYNOTES
'o jfl� F __ _T_
w
gi
Nlu
3'-4" 8'-10" 3'-4"
5'-6"
46' fl
SECOND LEVEL FLOOR PLAN
I
Iu u-
14'-2" 2'-6"
I �
Geurse Conceptual Desi8ns, Inc.
SIGNATURE BOX:
NAME JESSE GEURSE
CITY OF BURLINGAME BUSINESS
NO: 22811, EXPIRATION DATE 06,
405 bagswater ave.
Burlingame, california 94010
tel:650.703.6197
email: jgeurse@sbcglobalNet
CITY O
INC.
3-3-2022
JFG
I COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
I3:►+LWaxiK
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
SECOND LEVEL FLOOR PLAN
DATE ENGINEER. DRAWING NO.
2130 AART ASSINK
JOB NO. A.2
SCALE: AS SHOWN
DRAWN JFG
BY: RELEASED TO
REVIEWED CONSTRUCTION
SCALE 1/4"=1'_0" BY: JFG
ALLOWABLE FLOOR AREA RATIO
RESIDENCE LOT COVERAGE
BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F.
RESIDENCE: 32 PERCENT X 5,544 SQ. FT. =1,774 +900 = 2,674 SQ, FT.
BUILDABLE FLOOR AREA.
TOTAL FOR AREA RATIO RESIDENCE:
RESIDENCE = 2,666 SQ.FT.
FIRST LEVEL FLOOR PLAN:
1,360 SQ.FT.
SECOND LEVEL FLOOR PLAN:
EXISTING LOT AREA: 5,184 SQ. FT.
MAXIMUM LOT COVERAGE:
5,544 SQ. FT. X 40 % = 2,218 SQ. FT.
LOT COVERAGE = (SHOWN SHADED)
RESIDENCE = 1,372 SQ.FT. + GARAGE(ADU EXEMPT = 225 SQ. FT.
=1,597 SQ. FT.
FLOOR AREA CALCULATION
1,306 SQ.FT.
TOTAL FLOOR AREA TO FOR NEW RESIDENCE
2,666 SQ.FT.
DETACHED GARAGE FLOOR PLAN:
225 SQ.FT.
DETACHED ADU FLOOR PLAN:
372 SQ.FT.
F-T----------------
1—
L---------------J
J
/ / ,BA1j� I N¢ 4
B
�oI�TO 3 BEDROOM N(Y4 J
/
wlL
ls�p ia�i
`"
iiir
uui
SECOND LEVEL FLOOR. F.A.R. CALCULATION
IOT
1,306 SQ.FT.
second level floor area
(shown hatched)
Geurse Conceptual Desi8ns, Inc.
405 batj swater ave.
Burlin8ame, California 94010
tel: 650.703.6197
email: 18eurse@sbc8lobal.Net
SIGNATURE BOX:
NAME JESSE GEURSE
CITY OF BURLINGAME BUSINESS
NO: 22811, EXPIRATION DATE 06,
n
� CITYKlxv
U
INC.
kNO.
3-3-2022 JIG COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022 JIG PLANNING-BUILDINGIST COMMENTS
12-16-2021 JIG PLANNING SUBMISSION -DESIGN REVIEW
DATE BY DESCRIPTION CONST.
��'K.=
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER.
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
SECOND LEVEL FLOOR AREA CALCULATION PLAN
DATE
2130
JOB NO.
DRAWN JFG
BY:
SCALEI/4"=f-O" BYVIEWEDJFG
ENGINEER.
DRAWING NO.
AART ASSINK
SCALE: AS SHOWN
A2.SF
RELEASED TO
CONSTRUCTION
ATTIC INSULATION
ROOF PLAN KEYNOTES
Lim
1. SPANISH ROOF TILE: CLASS"A"RATING
Geurse Conceptual Dosi8ns, hic.
TWO PIECE TILE WITH BIRD STOPS
MANUFAC: U.S. TILE OR EQUAL
COLOR TB.D.
SEE SHEET DETAIL SHEET.
405 bagswater ave.
ASSEMBLY. TILE OVER 72 LB MINERAL SURFACED NON PERFORATED CAP
Burlingame, California 94010
SHEET ROOFING FELT OVER 1 LAYER OF
tel: 650.703.6197
"GAF" BITUTHANE OVER PLYWOOD SHEATHING.
16 email: jgeurse@sbcglobalNet
SIGNATURE BOX:
2. NEW GUTTERS AND DOWNSPOUTS, SEE GRADING AND DRAINAGE PLAN
FOR DRAINAGE REQUIREMENTS.:
NAME JESSE GEURSE
STYLE: DECORATIVE O.G.
SIZE: 4 -1/2" DIA.
COLOR TB.D.
DOWNSPOUT: 4" SQUARE
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
NO: 22811, EXPIRATION DATE 06/30/ 1
3. DECORATIVE CLAY CHIMNEY CAP:
FINISH: CLAY
STYLE AS SHOWN
4. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. PRIME
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1. SPANISH ROOF TILE CLASS "A" RATING
1
2
3
4
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MANUFAC: U.S. TILE OR EQUAL
COLOR T.B.D.
Geurse Conceptual Desi ns, I ic.
I '
SEE SHEET DETAIL SHEET.
ASSEMBLY: TILE OVER 72 LB MINERAL SURFACED NON PERFORATED CAP
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"GAF"
b
BITUTHANE OVER PLYWOOD SHEATHING.
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Burlingame, California 94010
flame, ca ifor
2. SMOOTH CEMENT PLASTER FINISH
tel: 650.703.6197
COLORTBD
email: jgeurse@sbcglobalNet
$" THICK CEMENT PLASTER OVER LATH OVER 2) LAYERS OF GRADE 'D"
MAXIMUM ALLOWABLE OVERALL
HEIGHT LIMIT = 5135'
BUILDING PAPER OR TYVEX OVER PLYWOOD
TEXTURE HAND TROWELED.
SIGNATURE BOX:
NAME JESSE GEURSE
3. FACIA BOARD: PER DETAIL.
SIZE"QX8
MATERIAL: WOOD
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
COLOR TBD
NO: 22811, EXPIRATION DATE 06/30/ I
OVERALL RIDGE HEIGHT = 47.03'
OVERALL RIDGE HEIGI-IT = 47.05'
4. CEMENT PLASTER COVE DETAIL TO FASCIA
5. DECORATIVE RECESSEWD CEMENT PLASTER NICHE WITH
WROUGHT IRON.
\
G. DECORATIVE WALL SWOOPS
DBL. TOP PLATE
T.O. DOOR AND WINDOWS
.
I I
DBL TOP PLATE
— . . T.O. DOOR AND. WINDOWS .
7. ALUMINUM CLAD, SIMULATED TRUE DIVIDED LIGHT WINDOWS.
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c°
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.
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.
—
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— . .
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d:
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11
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1
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20
2—FRONT ELEVATION VIEW FROM BAYSWATER AVENUE (NORTH)
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O
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- MAXIMUM ALLOWABLE OVERALL HEIGHT LIMIT = 5135'
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Q
-INTERIOR WOOD WINDOW: PRIMED, PAINT READY.
0
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AD.2
AD2
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1-24-2022
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1 16 28 O
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9
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18
NOTE
DATE
ENGINEER
DRAWING NO.
PROVIDE WEEP SCREEDS AT OR BELOW THE FOUNDATION PLATE LINE,
2130
AART ASSINK
SCALE AS SHOWN
5
AG
MIN. 4" ABOVE ADJACENT EARTH AND 2" ABOVE PAVED AREAS.
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RELEASED TO
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SCALE 1/4°=r_0°
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Lim
1. SPANISH ROOF TILE CLASS "A" RATING
A R 1�
D
TWO PIECE TILE WITH BIRD STOPS
MANUFAC: U.S. TILE OR EQUAL
COLOR T.B.D.
Conceptual
Geurs Conceptual DCS1 11S, hic.
SEE SHEET DETAIL SHEET.
ASSEMBLY: TILE OVER 72 LB MINERAL SURFACED NON PERFORATED CAP
SHEET ROOFING FELT OVER 1 LAYER OF
"GAF" BITUTHANE OVER PLYWOOD SHEATHING.
405 bagswater ave.
Burlingame, California 94010
2. SMOOTH CEMENT PLASTER FINISH
COLORTBD
tel: 650.703.6197
email: jgeurse@sbcglobalNet
MAXIMUM ALLOWABLE OVERALL HEIGHT LIMIT = 5135, _
5
AG
$" THICK CEMENT PLASTER OVER LATH OVER 2) LAYERS OF GRADE 'D"
BUILDING PAPER OR TYVEX OVER PLYWOOD
-TEXTURE HAND TROWELED.
SIGNATURE BOX:
NAME JESSE GEURSE
3. FACIA BOARD: PER DETAIL.
SIZE"QX8
12
MATERIAL: WOOD
COLOR TBD
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
NO: 22811, EXPIRATION DATE 06/30/ I
OVERALL RIDGE HEIGHT = 47.03'
_ 12
12
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DBL TOP PLATE
/
\
\ \
7. ALUMINUM CLAD, SIMULATED TRUE DIVIDED LIGHT WINDOWS.
T.O. DOOR AND WINDOWS
—_
1
ALL DOOR AND WINDOWS TO HAVE INTEGRAL BRICK MOLD
SURROUND AND SILL WITH APRON.
MANUFAC: MARVIN OR EQUAL
PRODUCT: INTEGRITY LINE
COLOKTBD
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10. DECORATIVE WROUGHT IRON PLANTER BOX
11. DECORATIVE GALVANIZED O.G. GUTTER SYSTEM WITH DOWNSPOUT.
12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY.
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I
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OO
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FIRST LVL ELK=24.50'
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19. WOOD GARAGE DOOR WITH DECORATIVE RIVETS
•
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VERAGE TOP OF CURB =2135'
CYPRESS SCREENING TREES PER LANDSCAPE PLAN SHEET LS.1
7
A6
4-RIGHTSIDE ELEVATION (SOUTH)
SCALE 1/4"=1`_0"
4 3 2 1
DOOR AND WINDOW TRIM
NOTE --
SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW TRIM DETAILS.
NOTE
DOOR AND WINDOWS:
MAXIMUM ALLOWABLE OVERALL HEIGHT LIMIT = 5135'
STYLE SPANISH
-EXTERIOR ALUM CLAD. WOOD WINDOWS. COLOR TBD.
-GLAZING: DUAL GLAZED, SIMULATED TRUE DIVIDED
-INTERIOR WOOD WINDOW: PRIMED, PAINT READY.
Q
0
DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN
--COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER.
CONSULT OWNER
0
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ML
OVERALL RIDGE HEIGHT = 47.03'
40
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COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
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PLANNING -BUILDING 1ST COMMENTS
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DATE
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CONST.
REVISIONS
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CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
O
Z
PROJECT NAME
NEW TWO STORY RESIDENCE
FOR
EXTERIOR NOTE
I I
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BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
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NOTE
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DRAWING TTTLE
VERAGE N.G.=22.10'
AVERAGE N T. GRADE=22.35'
AVERAGE TOP OF CURB =2135'
ALL EXTERIOR COLORS AND FINISHES TO MATCH EXISTING IN TEXTURE
AND FORM.
EXTERIOR ELEVATIONS
NOTE
DATE
ENGINEER
DRAWING NO.
PROVIDE WEEP SCREEDS AT OR BELOW THE FOUNDATION PLATE LINE,
MIN. 4" ABOVE ADJACENT EARTH AND 2" ABOVE PAVED AREAS.
2130
JOB NO.
AART ASSINK
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CONSTRUCTION
ELEVATION -KEYNOTES
Lim
1. SPANISH ROOF TILE CLASS "A" RATING
TWO PIECE TILE WITH BIRD STOPS
MANUFAC: U.S. TILE OR EQUAL
COLOR T.B.D.
Geurse Conceptual Desi 11S, Inc.
I '
SEE SHEET DETAIL SHEET.
ASSEMBLY: TILE OVER 72 LB MINERAL SURFACED NON PERFORATED CAP
SHEET ROOFING FELT OVER 1 LAYER OF
"GAF" BITUTHANE OVER PLYWOOD SHEATHING.
Burlingame, California 94010
Bur b flame, ca ifor
2. SMOOTH CEMENT PLASTER FINISFI
COLORTBD
tel: 650.703.6197
I email: jgeurse@sbcglobalNet
$" THICK CEMENT PLASTER OVER LATH OVER 2) LAYERS OF GRADE 'D"
BUILDING PAPER OR TYVEX OVER PLYWOOD
SIGNATURE BOX:
—TEXTURE. HAND TROWELED.
NAME JESSE GEURSE
3. FACIA BOARD: PER DETAIL.
SIZE":2X8
MATERIAL: WOOD
COLOR TBD
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
NO: 22811, EXPIRATION DATE 06/30/ 1
4. CEMENT PLASTER COVE DETAIL TO FASCIA
5. DECORATIVE RECESSEWD CEMENT PLASTER NICHE WITH
WROUGHT IRON.
6. DECORATIVE WALL SWOOPS
7. ALUMINUM CLAD, SIMULATED TRUE DIVIDED LIGHT WINDOWS.
ALL DOOR AND WINDOWS TO HAVE INTEGRAL BRICK MOLD
SURROUND AND SILL WITH APRON.
MANUFAC: MARVIN OR EQUAL
PRODUCT: INTEGRITY LINE
COLOKTBD
8. CLAY CHIMENY CAP. WITH APPROVED SPARK ARRESTOR
COLOR -CLAY
9. DECORATIVE 4" DIA. CLAY CAVITY VENT
10. DECORATIVE WROUGHT IRON PLANTER BOX
11. DECORATIVE GALVANIZED O.G. GUTTER SYSTEM WITH DOWNSPOUT.
12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY.
AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR
LOCATION AND ANGLE
13. WOOD KNEE BRACE
SIZE: 6X6 AND FORM PER ELEVATION
COLOR TBD
14. WOOD BELLY BAND WITH WATER TABLE
j b
SIZE: 2X10 WITH 2X CAP
COLOR TBD
BURLINGAME
15. DECORATIVE WROUGHT IRON MOUNT TO WINDOW
C A L I F o R N I A
16. WOOD FRAMED PROJECTION WINDOW.
17. DECORATIVE CHIMNEY STACK AND SHROUD.
18. WOOD DOOR WITH DECORATIVE RIVETS
19. WOOD GARAGE DOOR WITH DECORATIVE RIVETS
•
20. CYPRESS SCREENING TREES PER LANDSCAPE PLAN SHEET LS.1
1 2 3
DOOR AND WINDOW TRIM
NOTE --
SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW TRIM DETAILS.
NOTE
MAXIMUM ALLOWABLE OVERALL
HEIGHT LIMIT = 5135'
- - -
- - - - - - -
- - - - - - - - - - -
-
DOOR AND WINDOWS:
ISI
-EXTERIOR: ALUM CLAD. WOOD WINDOWS. COLOR TBD.
--GLAZING :DUAL GLAZED, SIMULATED TRUE DIVIDED
-INTERIOR WOOD WINDOW: PRIMED, PAINT READY.
Q
0
DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN
I
--COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER.
CONSULT OWNER
00
OVERALL RIDGE HEIGHT = 47.03'
OVERALL RIDGE HEIGHT = 47.05'
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T.O. DOOR AND WINDOWS
00
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T.O. DOOR AND WINDOWS
0
3-3-2022
JFG
COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
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i
CD
I
PROJECT NAME
NEW TWO STORY RESIDENCE
i
FOR
EXTERIOR NOTE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
FIRST LVL FLR.=24.50'
I
FIRST LVL ELK =24M'oQ
BURLINGAME, CALIFORNIA 94010
DRAWING TTTL.E
I Oo
NOTE
AVERAGE NAT. GRADE=2235'
VERAGE TOP OF CURB =2135'
AVERAGE N.G.-22.10'
ALL EXTERIOR COLORS AND FINISHES TO MATCH EXISTING IN TEXTURE
AND
SECTIONS
NOTE
DATE
ENGINEER
DRAWING NO.
PROVIDE WEEP SCREEDS AT OR BELOW THE FOUNDATION PLATE LINE,
MIN. 4" ABOVE ADJACENT EARTH AND 2" ABOVE PAVED AREAS.
2130
JOB NO.
AART ASSINK
A.6
SCALE AS SHOWN
DRAWN JFG
BY:
RELEASED TO
5-TRANVERSE
BUILDING SECTION
SCALE 1/4'-1_0
REVIEWED
JFG
CONSTRUCTION
ELEVATION -KEYNOTES
Lim
1. SPANISH ROOF TILE CLASS "A" RATING
TWO PIECE TILE WITH BIRD STOPS
MANUFAC: U.S. TILE OR EQUAL
COLOR T.B.D.
GCUYSC Conceptual DCS1 11S, Inc.
I '
SEE SHEET DETAIL SHEET.
ASSEMBLY: TILE OVER 72 LB MINERAL SURFACED NON PERFORATED CAP
SHEET ROOFING FELT OVER 1 LAYER OF
"GAF" BITUTHANE OVER PLYWOOD SHEATHING.
Bur b flame, ca ifor
Burlingame, California 94010
2. SMOOTH CEMENT PLASTER FINISH
COLORTBD
tel: 650.703.6197
I email: jgeurse@sbcglobalNet
$" THICK CEMENT PLASTER OVER LATH OVER 2) LAYERS OF GRADE 'D"
BUILDING PAPER OR TYVEX OVER PLYWOOD
SIGNATURE BOX:
-TEXTURE. HAND TROWELED.
NAME JESSE GEURSE
3. FACIA BOARD: PER DETAIL.
SIZE":2X8
MATERIAL: WOOD
COLOR TBD
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
NO: 22811, EXPIRATION DATE 06/30/ 1
4. CEMENT PLASTER COVE DETAIL TO FASCIA
5. DECORATIVE RECESSEWD CEMENT PLASTER NICHE WITH
G.3
G.2
G.1
G.0
G.B
G.A
WROUGHT IRON.
6. DECORATIVE WALL SWOOPS
7. ALUMINUM CLAD, SIMULATED TRUE DIVIDED LIGHT WINDOWS.
ALL DOOR AND WINDOWS TO HAVE INTEGRAL BRICK MOLD
SURROUND AND SILL WITH APRON.
MANUFAC: MARVIN OR EQUAL
PRODUCT: INTEGRITY LINE
COLOKTBD
8. CLAY CHIMENY CAP. WITH APPROVED SPARK ARRESTOR
COLOR -CLAY
2G
2G
9. DECORATIVE 4" DIA. CLAY CAVITY VENT
10. DECORATIVE WROUGHT IRON PLANTER BOX
AD.2
AD.2
11. DECORATIVE GALVANIZED O.G. GUTTER SYSTEM WITH DOWNSPOUT.
12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY.
AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR
LOCATION AND ANGLE
13. WOOD KNEE BRACE
1
SIZE: 6X6 AND FORM PER ELEVATION
I
COLOR TBD
�
14. WOOD BELLY BAND WITH WATER TABLE
j b
SIZE: 2X10 WITH 2X CAP
11
I
I
COLORTBD
BURLINGAME
15. DECORATIVE WROUGHT IRON MOUNT TO WINDOW
C A L i F o R N I A
I
I I
I
I
16. WOOD FRAMED PROJECTION WINDOW.
I
17. DECORATIVE CHIMNEY STACK AND SHROUD.
11
I
18. WOOD DOOR WITH DECORATIVE RIVETS
11 j •
19. WOOD GARAGE DOOR WITH DECORATIVE RIVETS
•
II
I
20. CYPRESS SCREENING TREES PER LANDSCAPE PLAN SHEET LS.1
4-REAR ELEVATION (SOUTH) 3-LEFTSIDE ELEVATION (WEST) SCALE 1/4"=r_0°
DOOR AND WINDOW TRIM
NOTE --
SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW TRIM DETAILS.
NOTE
DOOR AND WINDOWS:
STYLE SPANISH
EXTERIOR ALUM CLAD. WOOD WINDOWS. COLOR TBD.
-GLAZING: DUAL GLAZED, SIMULATED TRUE DIVIDED
INTERIOR WOOD WINDOW: PRIMED, PAINT READY.
Q
0
DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN
--COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER.
CONSULT OWNER
0
0
G.1
G.2
G3
GA
G.B
G.0
0
0
0
0
0
5 17
3-3-2022
JFG
COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
OVERALL RIDGE HEIGHT
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMb1EDIATELY
BE REPORTED TO THE DESIGNER
0
Z
\ ,
\ I
\�
DBL. TOP PLATE / � � � \ � � � I
1 I .,
I I
T.O. DOOR AND WINDOWS
I I II 13
17 18
� � �
I
=
rr
AD.2 AD.2 l
ICI I I
PROJECT NAME
I
I
I
I
I
�
16 28 _�
19
AD.2 AD.2
2
x
II
I
I
17
NEW TWO STORY RESIDENCE
FOR
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
EXTERIOR NOTE
I
BURLINGAME, CALIFORNIA 94010
NOTE
ALL EXTERIOR COLORS AND FINISHES TO MATCH EXISTING IN TEXTURE
I I I I o 1 , ;; I
F �� SLABNAT. GRADE _
L �
DRAWING IITLE
GARAGE - ADU EXTERIOR ELEVATIONS
T
AND FORM.
DATE
ENGINEER
DRAWING NO.
NOTE
PROVIDE WEEP SCREEDS AT OR BELOW THE FOUNDATION PLATE LINE,
MIN. 4" ABOVE ADJACENT EARTH AND 2" ABOVE PAVED AREAS.
2130
JOB NO.
AART ASSINK
A.7
SCALE AS SHOWN
DRAWN JFG
BY:
RELEASED TO
2-FRONT
ELEVATION (NORTH)
1-LEFTSIDE ELEVATION (EAST)
SCALE 1/4"=r-0°
REVIEWED
BY.. JFG
CONSTRUCTION
MOLDING.
I
Lm
C
Geurse Conceptual Dosi$ns, Inc.
2"' J - - - - -
SILL SILL
FACTORY
2"
ROOFING MATERIAL. SEE ROOF PLAN.
JAMB
MIN. MIN.
EXTENSION.
405 Bayswater ave.
LAP
B
Burlingame, california 94010
31
tel:650.703.6197
email: jgeurse@sbcglobalNet
2 2
\
SIGNATURE BOX:
NAME JESSE GEURSE
A
\
,
CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC.
STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY
\
NO: 22811, EXPIRATION DATE 06/30/ I
WATER-RESISTANT PAPER UNDER THE SILL STRIP. CUT ANY EXCESS
\
SILL
WATER-RESISTANT PAPER THATMAYEXTENDABOVETHE SILL FLANGEON
2X ROOF RAFTERS.
\
EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.)
INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B,C, etc)
\
OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION.
GALV. DRIP FLASHING.
(STEP 4)
z
WINDOW TYPE PERPLANS AND
SPECIFICATIONS.
INSTALL PER MANIAC. RECCOMEMDATIONS.
O.G. GUTTER
LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT
BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE
INSTALLED ACCORDING
DEVICES RTHE TRY STANDARDS KE NO
ATTACHMENT DEVICES NOR THE WIRE BACKING SHOULD COVER OR
10 NOT SED
15
INTER. INDO JAMB
PENETRATEFLASHING MATERIAL PERIPHERALFLASHINGATALLEDGES OF
SCALE=3"=1`�0"
SCALE=3' =1'-0"
WALL OPENINGS MUST COVER WIRE BACKING.
OPEN CELL FOAM INSUL.
KERF
NOTE EVE OVERHANGS WITHIN 2-0"
INTERIOR FINISH
OF PROPERTY LINE SHALL NOT BE
*r
MORE THAN 4" 2019 CRC R302.1
I
2X WALL
EXCEPTION #4
COVED STUCCO DETAIL AT
EAVE AND RAKE
I
INTERIOR FINISH
ALUMINUM DRIP
ER
Y
2X WALL
FLASHING. PAINTTO —"Jr
H PER
BURLINGAME
MATCHTRIM.
ul
P
c w L t t o a N I n
7/8"THICK STUCCO O/LATH
�I
O/ 2 LAYERS OF GRADED"
4
MOLDING
APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW,
BUILDING PAPER OR TYVEX
INTEGRAL WINDOW
THEN PLACE TFIE WINDOW INTO TI-M ROUGH OPENING, WITH FLANGES
O/ PLYWD. TYP.
TRIM
MOLDING
ALUMINUM DRIP
11
OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED,
r
FLASHING. PAINT
INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE THIS IS
FACTORY JAMB
MATCH TRIl�I
•
_ _
ANOTHER STRIP OF FLASHING MATERIAL AT LEAST 9" WIDE
• ,
1
EXTENSION.
(STEP 3)
L
WINDOW TYP. PER PLANS
AND SPECIFICATIONS.
INTEGRAL
NOTES:
INSTALL PER MANIAC.
WINDOW TRIM
RECCOMEMDATIONS.
SECTION 1402.2OFTHE UNIFORM BUILDING CODESTATES, "EXTERIOR
OPENINGS EXPOSED TO THE WEATHER SFIALL BEFLASHED IN SUCH A
MANNER AS TO MAKE WATERPROOF.° THE FOLLOWING PROCEEDURE IS
ACHIEVE
RE PENETRADEDTO TIONS UDE,BUT OTFNIINTHEFLASH NG OWS,
PENETRATIONSTOINCLUDE,BUTNOTLIMITEDTO,WINDOWS,DOORS,
TYPICAL EAVE DETAIL
WINDOW I�EAD
DOOR HEAD
VENTS,ETC.
26
18
1�
SCALE=3"=1`-0"
SCALE=3"=1'�0'
SCALE=3"=1'�0°
PENETRATION FLASHING MATERIAL MATERIAL FOR FLASHING SHALL BE
BARRIER COATED REINFORCED FLASHING MATERIAL AND SHALL PROVIDE
FOR 4-HOUR MINIMUM PROTECTION FROM WATER PENETRATION WHEN
TESTED IN ACCORDANCE WITH ASTM D 779. FLASHING MATERIAL SHALL
CARRY CONTINUOUS IDENTIFICATION. SEALANT SHALL BE BUTYL TO
COMPLY WITH FED. SPEC. TT-S-1657.
MOLDING.
FACTORY
(E) INTERIOR FINISH
JAMB
EXTENSION.
- - - -
MOLDING
- - - -
�.-1
2XCLG.JST
INTERIOR FINISH
SHIM SPACE
GYP. BD.
- - - -
SELL
0
- - - -
2X WALL FRAMING 2 2
0
- -
DECORATIVE CROWN
2X WALL FRAMING
2
2
0
2"
MOLDING. PAINT GRADE
MIN.
LAP- _ _ _
SIZE
TTEM NO.: ?
WINDOW
DOOR FRAME
Q
0
�,2XCLG.JST -�
1"X2-1/4"WINDOW TRIM
SILL
SILL,
STUCCO TO MATCH EXISTING
AFTER SELL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT
WINDOW TYP. PER PLANS AND
INTEGRAL WINDOW
Q
LEAST 9" WIDE WITH INSIDE EDGE OF FLASHING MATERIAL EVEN WITH
SPECIFICATIONS.
EDGE OF WINDOW OPENING. START JAMB STRIPS 2° BELOW THE SILL STRIP
INSTALL PER MANIAC. RECCOMEMDATIONS.
AND EXTEND JAMB STRIPS 4"ABOVETHELOWEREDGE OFTHE HEADER
OF THE WINDOW OPENING).
(TOP
(STEP 2)
NOT SED
CROWN MOLDING
1
SCALE=3' =1'-0"
SCALE=3"=1` 0"
L7
*DOORJAMBSCALE=3"=1'-0"
SCALE--3"--1'-0"
3-3-2022
JFG
COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
HEADER
INTERIOR FINISH
WINDOW TYP. PER PLANS AND
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
SPECIFICATIONS.
- - - -
INSTALL PER MANIAC.
WINDOW
- - - -
SIMPSON A23 CLIPS AT
3/4" X 3/4" BASE CAP
RECCOMEMDATIONS.
ROUGH
32" O.C. W/SCREWS
IT IS TFIE RESPONSBILTfY OF THE
CONTRACTOR TO VERIFY ALL
- - - -
OPENING
SILL PIECE
COMPARE
THEMM WITH THEONS CONSTTRRUCTIONN
2X FLR. JST. PER PLANS
� TIES, ERRORS,MMI�O SING
SILL
3/4" X 5-1/2"BASE BOARD
/
OR ANY OTHER INCONSISTENCIES
- - - -
MOLDING
DISCOVERED SHALL IMMEDIATELY
OZ
BE REPORTED TO THE DESIGNER
1"X 2" SILL
PROJECT NAME
- - - - - - -
NEW TWO STORY RESIDENCE
_
1" X4" SILL APRON
FOR
LAP SEE
6X 4S G
BAYSWATER PARTNERS LLC
MIN. NOTES
M
FIR SED
INTERIOR FINISH
501 BAYSWATER AVENUE
DE RA SHEET ROCK
I
BURLINGAME, CALIFORNIA 94010
ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 9" WImE WITH THE
BEAM
DRAWING TTTL.E
TOP EDGE EVEN WITH TFIE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL
2X FLOOR JOIST PER PLANS
STRIPAT LEAST II' BEYOND THE EDGE OF THE ROUGH OPENING FOR
DETAILS
WINDOW. ATTACH FLASHING MATERIAL WITH GALVANIZED ROOFING
NAILS ORRUST-RESISTANTSTAPLES.
2X WALL
(STEPI)
71
DATE
ENGINEER
DRAWING NO.
u�
2130
AART ASSINK
`n
JOB
BASE BOARD
WINDOW FLASHING
BEAM
WINDOW SILL
DOOR SILL
DRAWN JFG
W
BY'
SCALE AS SHOWN
RELEASEDTO
AD.2
28
24
20
16
12
CONSTRUCTION
MATERIAL APPLICATION SCALE=3"=1`^0'
SCALE=3"=1'-0"
SCALE=3"=1`^0"
SCALE=3"=1'r0"
SCALE=3"=1` 0"
REVIEWED
BY. JFG
CITY OF BURLINGAME APPROVED TREE LIST
(City of Burlingame
BURI_INGAME Community Development Department Tree List
9
-for Private Property Planting Sites
IxeEcmusc
55EI-7250
4"x4" PT. RWD POSTS (8' O.C. MAX)
2"x4" RWD TOP / BOTTOM RAILS
The Residential Design Review Guidelines discuss landscaping and site design under Component Number 9. Landscaping is an
1"x8" RWD PANELS W/TOP / BOTTOM TRIM
integral part of a residential remodel, addition or new construction project. Landscaping should be incorporated into the site design and
should complement the architecture of a residence. It can also be useful in reducing the apparent mass of a building by joining it to the
ground and engaging important architectural elements. Landscaping can create a sense of privacy, as well as screen additions and
CONCRETE UNIT PAVER
taller elements of structures.
Landscaping is one of the required criteria to be met as part of the Residential Design Guidelines, therefore the Planning Commission
SAND JOINTS
requests that appropriate landscaping be installed as part of a design review project on private property. Listed below are several trees
that are known to have successful growth in Burlingame. These trees would be appropriate choices for private tree plantings in
NOTE:
a
Burlingame.Please note that this list is a reference and does not restrict the planting of other like trees. If you have any questions
about planting trees in the City's planter strip, please contact the Parks Division at (650) 558-7334 for the street tree planting
STAINNATURAL
2"LAYERCOMPACTED
requirements in the City's right-of-way in front of your property.
SAND BASE
The trees that are suggested are grouped according to their height as shown in the image below. Small and Medium size trees are
recommended for tree plantings on hillside areas where future view obstructions could occur.
x, ...
:.
$"LAYER COMPACTED
BASEROCK
(
r� - _,
' +,
III III III III III1 —III III:
-I III III=III III=III III_
� I I I I III-1 I I III I I I—i I I I I —II I III III I I f:
'III ' '
o0
O�
�
O�
GEOTEXTILEFABRIC
11� r. •
�
-11 II I I� I III I I—
o
0 o c
f
(III
Ai
_
1 =
f I a.
— — -1_ �' I `
—III=III=III-
2"x12" PT. RWD KICKBOARD
=III =III
1 I III—III
Lard. fev« 3s, aetarrmas• tc 1s, ,r..a<,s ro:e,
12"
COMPACTED (E) SUBGRADE
(Fguni Trees for San Francisco. A guide to Stree47ree Planting and Carr!, 19% Fdends of tlw Urban Forest ,1995. page 15)
FINISH GRADE
12" DIA. CONC. PIERS, 30" DEEP (TYP.)
City of Budingame Planning Division Tree List for Private Property Planting Sites
Cr..,till Qi T_..
BOTANICAL
COMMON NAME
' MATURITY
SHAPE
SITE LOCATIONS
DESCRIPTION
NAME
Trident Maple
HEIGHT
Deciduous: moderate growth, roundish crown. glossy, three lobed
Acer buergeranlan
20-25'
R
Washington Park
Rose Garden
leaves, fall cola. _
Deciduous: slow to moderate growth; yell Dowers, leaves
Koetreutena
Golden Rain Tree
20-35'
1
1528 Howard Avenue
nicWata
retldish in spring, dull-greein summer.
Lagerstromla Indica
Craps Myrtle
15-20'
1
Pershing Park
Deciduous: moderate growth; Spring foliage light green tinged
1325 Drake Avenue
bronze red; red Ilowers JWy-Seplember. yellow Fall color,
1 236Balboa Avenue
Flowering Cherry
Deciduous. fast growth; moving, graceful. open branching pattern.
Prunus yedoensis
'Yoshino'
20'
R
2205 H4la de Drive
light pink to nearly while hagrant flowers in eat Springy --
Pyrus rafletryan
Flowering Pear
25'-35'
U
_
617 Howard Avenue
Deciduous: fast growth; uprightform; asses of white flowers in
AnstocraP
'Aristocrat'
2112 Adeline Drive
spring. red leaves in fall.
a1n.43rr... 4J-- T
BOTANICAL
COMMON NAME
IT MATURY
SHAPE
SITE LOCATIONS
DESCRIPTION
NAME
HEIGHT
-
Red Horsecheslnut
-
30'
R
Deciduous: fast early growth; round headed: dark green leaves;
2212 Adekne Drive
Aesmlus tames
plumes of crimson flowers in Spring'
C(aetaegus
_
ton Way0—dic— moderate growth; red benies in Winter. good Fall
733 Lexington
Washington Thom
20-25'
I
haen rum
color. thorns.
1150 Oxford Road Evergreen. moderate to fast growth; spectacular pink to red
rowers In Summer: round headed form.
Eve, een: fast growth; graceful, weeping form; fine textured, light
16 Bloomfield Road
Eucalyptus flcilolia
Red Flowering Gum
Willow -Leafed
20A0'
O
Eucalyptus
30.40'
W
nicdii
P Peppermint
yreen leaves slight odor of peppermint.
2600 Easton Drive Deciduous: fast growth. compact, round headed: dark green
leaves turn claret red in Fall.
Wetls Fargo Bank (Broadway) Evergreen: moderate growth; graceful branches: fine textured {
Fraxinus oaycarpa
_
Rayvrood Ash
25-35'
O
Australian Willow
25-30'
RNV
Goiiera partitive
117 Bayswater Avenue leaves; pest free.
Gingko blobs
Maidenhair tree
30-50'
OIS
700 8 800 Block
Deciduous: slow growth; fan shaped leaves turn yellow in FaL
Ba water Avenue
s reeding, almost umbrella form__ _
139 Charming Road
Deciduous: slow to moderate growth: clusters of yellow flowers:
Koetreutena biplmnala
Chinese Flame Tree
20-35'
O
209 Victoria Road
2109 Ray Drive
leaves_yellow in Fall, drop late.
Evergreen. moderate to fast growth; white flowers; similar to
Magnolia
Magnolia
20.40'
1
graredllora
'Samuel soam ee
Southern Magnolia, but smaller.
Pislacia chinensis
Chinese Pataehe
3040'
R
2705 Easton Drive
121 Costa Rica Avenue
Deciduous-. moderate growth, dark green leaves: brilliant fall color.
_
1320 Lincoln Avenue
Deciduous: moderate growth; coppery leaves; light pink to ,file
Prunus ceras4era
Purple Leaf Plum
2(1-30'
R
Village Park (FasnMr Side)
flowers.
Deciduous: moderate to fast growth: Spring dusters of bright
Robinla ambigue
Idaho Locust
30.40'
O
14" Capuchin Avenue
ma flowers: long leaves divided into oval leaflets.
_
moderate to fast growth: dense, round crowns;
Sapium sebiferum
Chinese Tallow Tree
36
RIO
2009 Deveraux Drive
outstanding
odslamling Fag odor.
Evergreen: moderate to fast growth: reddish -brown bark: green.
Treteni canledrts
Brisbane Boa
30-60'
O
860 Walnut Avenue
_
oval leatllery leaves; _resembles some Eucaly itus.
2
City of Burlingame Planning Division Tree List for Private Property Planting Sites
1 a- Gera Troae
BOTANICAL
COMMON NAME
MATURITY
SHAPE
SITE LOCATIONS
DESCRIPTION
NAME
HEIGHT
Acer rubmm
Red Maple
40-W
R
1450 Capuchin Avenue
Deciduous: fast growth; lobed, green leaves: brilliant fall color.
Ceais australls
European Hackberry
Deciduous: fast growth, gray -green. elmaike leaves; broad. upright
40-50'
1
HO6 Cambridge Road
form
Celtis wrinsis
Chinese Hackbeny
30-50'
1
City Hall, each side entrance
Deciduous: last growth; glossy, dark green, elm -like leaves; broad.
to parking lot
upright form.
Ouerous coccinea
Scarlet Oak
40-70'
fyp
1422 Capuchin Avenue
Deciduous: moderate to last growth: high, open branches large.
2022 Ray Drive
bright reen leaves turn scadet in mid Fell.
Ouerms cobra
_
Red Oak
40-70'
1
326 Clarendon Road
Deciduous fast growth; spreading branches with round crown.
Platanus acerifoI
603 Plymouth Way
Decia T s fat growth: large lobed, maple like leaves: sheds ok1
London Plane
40.70'
U
SS�amoreZ
ba k; new hark smooth. cream colored.
Tree Shaces Legend
R- Round S - Spreading
O- Oval U- Upright
W-Weeping I - Irregular
BOUND OVAL
... dl•r-, waani..l 1 .4.. e..,..iG. IrraM .nl.mn.•
.I.:q,. an f n fweud b.l ,,.i,. L ..Irk . r,.
1
,.,. M... w,A . • ..N.dJ- f,n
—. k.
I7...44 . 4.,.. w14•'1w:x r.rw h•�d
rid. rn......r•..,h nw :id , w,..l
IMLCIKM
VPRIGIIT Ib-+ e..+:w.. 1.4d. anpmkr
lbn
Ili. a,..tl--el
r,.r.....4— is a • .y.,w ......... r....
I«.,,,..1 y4,auy qw• n.'ry h„Abp
(Figure 2- Trees for San Frans, A guide to Street -Tree Planting and Care. 1995 Frends cf uw Urban Forest ,1995. page 15)
3
WOOD FENCE
1I
SCALE: NTS I VEHICULAR UNIT PAVERS
SCALE: NTS
TREE PLANTING
3 O4
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♦ + ++*+*+*+*+*+*+*+*+*+*+*+*+*+*+ ( )....+ + + + + + + + ++ * + +*+*+*++\+\+++++++*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*++f++
+++++++++++++++++++++++++++++++++++++++++++++++++'+11+ZIl++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++
+ + + + + + + + + + + + + + + ) + + + + + + +*+V++++++++++++t+++++++++++++++++++++++++++++++++++++++++++++++++ + �'
+*+*+*+*+*+*+*+*+*+*+*+*+*+*+ *+*+*+ + +*+*+*+++++++ *+*+* + + +*+ + + +*+ + + +*+ + + + + + +*+ + + +*+*+1++.
+ + + + + + + + Rlr++++++++++++++++++ +
+'+*+*+'+ ++y+*+*+*+*+*+*+*+*+*++ +*+*+*+*+*+*+*+*+*+*+*+*-,+=f+ {+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+ + +
( l 0�11 »
LANDSCAPE / HARDSCAPE PLAN
RUBBER CINCH TIE OR EQUAL
8' PINE POLE `STAKE
OUTRSIDE ROOTBALL
ROOTBALL
4" MULCH IN BASIN
WATER BASIN
'3" HIGH LIP
ROUGHEN SIDES
& BOTTOM OF PIT
III-1 I
PREPARED BACKFILL
`AMEND WITH ORGANIC
5% ORGANIC COMPOST
I MYCORRHIZAL FUNGI
PER MFR'S SPECS
PREPARED SUBSOIL
PEDESTAL
SCALE NTS
LANDSCAPE KEYNOTES
1. EXISTING GINKO CITY STREET TREE
2. NEW GINKO CITY STREET TREE PER LEGEND. 24" BOX SIZE
3. NEW CYPRESS SCREENING TREES PER LEGEND
4. VEGETATION PER LEGEND. TYP.
5. TREE PER LEGEND. TYP.
SYMBOL COMMON NAME SIZE
T
• CYPRESS SCREEN TREES 5 GALLON
b SEMPERVIRENS
EXISTING GINKO
CITY STREET 5 GALLON
\ TREE TO REMAIN
1
JAPANESE MAPLE TREE
SINGLE STEM, UPRIGHT, 24" BOX
AND SIZE TREES
\ =�/ 24" BOX SIZE TREES
1 ♦ ROYAL PURPLE 1 GALLON
\ / SMOKE BUSH
® FRENCH LAVENDER I GALLON
CALIFORNIA LILAC 1 GALLON
JAPANESE BOX WOOD 1 GALLON
CONCRETE
OR
PAVING SYSTEM
+*+*+*+ +*+*+ + +*+*+ + +*+*+ + +*+*+*
*+ ++++++*+++++++*+++++++*+++++++*++++ ZOSIYA GRASS SOD
CRUSHED 1/4" TO 1/2"
GRANITE ROCK
LANDSCAPE NOTE
RETAIN EXISTING VEGETATION AS PRACTICABLE
SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE INCLUDE PLANTS
THAT ARE PEST -AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT,
AND / OR ATTRACT BENEFICIAL INSECTS.
MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS.
USE EFFICIENT IRRIGATION SYSTEM; DESIGN TO MINIMIZE RUNOFF.
•
PARKS GENERAL NOTE
NOTE
EXISTING STREET TREES MAY NOT BE CUT, TRIMMED OR REMOVED
WITHOUT PERMIT FROM THE PARKS DEPARTMENT. (558-7330)
NOTE NO EXISTING TREE OVER 48 " IN CIRCUMFERENCE AT 54" FROM
BASE OF THE TREE MAY NOT BE REMOVED WITHOUT A PROTECTED
TREE PERMIT FROM THE PARKS DIVISION. (558-7330)
NOTE: ALL TREES MUST BE 24" BOX SIZE LANDSCAPE TREES.
NOTE
CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION.
NOTE
NO PROTECTED OR CITY TREE MAY BE REMOVED WITHOUT PERMIT
NOTE
CONTACT PARKS DIVISION FOR LIST OF APPROVED TREES IN PLANTER
SCALE I/8"=1'-0" se STRIP'
Geurse Conceptual Desi8ns, Inc.
SIGNATURE BOX:
NAME JESSE GEURSE
CITY OF BURLINGAME BUSINESS
NO: 22811, EXPIRATION DATE 06,
405 bayswater ave.
Burlingame, california 94010
tel:650.703.6197
email: jgeurse@sbcglobalNet
CITY O
A
•
INC.
3-3-2022
JFG
I COMMISSION -DESIGN REVIEW COMMENTS
1-24-2022
JFG
PLANNING -BUILDING 1ST COMMENTS
12-16-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCR PTION
CONST.
1-3009X10
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
NEW TWO STORY RESIDENCE
BAYSWATER PARTNERS LLC
501 BAYSWATER AVENUE
BURLINGAMEt CALIFORNIA 94010
DRAWING TITLE
LANDSCAPE PLAN
DATE ENGINEER DRAWING NO.
2130 AART ASSINK
JOB NO.
SCALE AS SHOWN
DRAWN JIG
BY: RELEASED TO
REVIEWED JFG CONSTRUCTION
BY:is
LS.1