HomeMy WebLinkAboutPLANS - PC - 2023.06.12 - 8A, 1528 BERNAL AVENUE 171
IEQ T
1528 BERNAL AVE., BURLINGAME,CA
AsPoNs:026-033-190
DESIGN DATA
PROJECT DATA
SHEET INDEX
PROJECT DIRECTORY
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
1 SITE ADDRESS: 1520 BERNAL AVE.
BURLINGAME, CA 94010
ARCHITECTURAL
PROPERTY OWNER:
2022 CALIFORNIA PLUMBING CODE
2. APN: 02G-033-100
A.1 COVER SHEET
1520 BERNAL AVE. LLC
2022 CALIFORNIA ELECTRICAL CODE
3. TYPE OF CONSTRUCTION FOR:
Al SITE DEMOLITION PLAN
MANAGER: RICH 5ARGENT
2022 CALIFORNIA ENERGY CODE
DWELLING AND GARAGE: TYPE V-N
A.2.1 SITE DEVELOPMENT PLAN
1534 PLAZA LANE, #132
2022 CALIFORNIA RESIDENTIAL CODE
OCCUPANCY GROUP FOR [DWELLING: R-3
A.3 PROPOSED FIRST & SECOND FLOOR PLAN
BURLINGAME, CA 94010
ALL OTHER STATE AND LOCAL ORDINANCES AND REGULATIONS
OCCUPANCY GROUP FOR GARAGE: U
A.3.1 SCHEDULE OF DOORS AND WINDOWS
TEL: (650) 344-9100
ALL STRUCTURAL DESIGN DATA 45 PER CBC SECTION 1603
4, SITE AREA: (0,000,00 5F
A.4 ELEVATIONS
ALL CONSTRUCTION A5 PER CBC TABLE G01. TYPE V.
5. MAX. COVERED FLOOR AREA ALLOWED: 3,420.00 5F
A-5 ELEVATIONS
A.G ADU / GARAGE FLOOR PLAN, ELEVATIONS AND SECTION
ARCHITECTURAL. -
ADOPTION OF THE 2022 EDITION OF THE CALIFORNIA STATE BUILDING CODES, TITLE 24,
CALIFORNIA CODE OF REGULATIONS WAS MANDATED BY AB 4GIG AND SB 2511, EFFECTIVE
(32io + 1,100 + 400 5F FOR GARAGE)
G. MAX. LOT COVERAGE ALLOWED (40%): 2,400.00 5F
A.1 MAIN HOUSE BUILDING SECTIONS
JAME5 CHU
JANUARY 1, 2022. THE FOLLOWING LOCAL AMENDMENTS TO THE CALIFORNIA STATE BUILDING
A.0 AREA CALC5. (PLANNER SET ONLY)
CHU DESIGN ASSOCIATES INC.
210 INDUSTRIAL RD., SUITE 205
CODES WERE FILED WITH THE OFFICE OF HOUSING AND COMMUNITY DEVELOPMENT.
1. EXISTING STRUCTURE TO BE REMOVED
N.1 CONSTRUCTION BMP
ENTIRE RESIDENCE, CRAWL SPACE AND ATTIC SHALL BE PROTECTED BY AUTOMATIC
(E) RESIDENCE 4 GARAGE ±2,000.00 5F
CG GREEN BUILDING MEASURE CHECK LIST
5AN CARLO5, CA 94070
TEL. (650) 345-920(o, EXT. 1001
FIRE -EXTINGUISHING SYSTEM NFPA 13-D STANDARD-
8, PROPOSED FLOOR AREA: I
FAX: (650) 345-9207
(N) PROPOSED FIRST FLOOR 1549.50 SF
L,4ND5GAFE
EMAIL: Jamesochudesign.ccm
GENERAL NOTES:
(N) PROPOSED SECOND FLOOR
I. ALL DETAILS, MATERIALS, FINISHES AND ASSEMBLIES ARE NOT NECESSARILY SHOWN. THESE FINAL FINISH
DETAILS INCLUDING CASEWORK AND MATERIAL SELECTIONS WILL BE COORDINATED BY THE OWNER.
(N) FRONT PORCH Igg.75 5F - 200 SF 0 5F
L.1 LANDSCAPE PLAN
CIVIL 5URVE*':
3,020.00 SF
(N) TOTAL LIVING FLOOR AREA gl�=2525F
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, APPLICABLE EDITION,
CIVIL
QUIET RIVER LAND SERVICES, INC.
AND ALL OTHER PERTINENT CODES, LAWS AND REQUIREMENTS OF THE LOCAL BUILDING OFFICIALS,
WHETHER OR NOT SPECIFICALLY SHOWN ON THESE DOCUMENTS. THESE DOCUMENTS ARE NOT INTENDED TO
(N) GARAGE
(N) ADU - 321.00 SF NOT INCLUDED 0 5F
5U.1 BOUNDARY 4 TOPOGRAPHIC SURVEY
Gl4l SIERRA COURT, SUITE K
DUBLIN, CA 94568
SHOW EVERY DETAIL OR CONDITION. MANY DETAILS IN RESIDENTIAL CONSTRUCTION ARE BUILT ACCORDING
TEL: (925) 734-6700
(N) TOTAL FLOOR AREA 3,2G9.00 5F 31272,00 5F
TO PROFESSIONAL CONSTRUCTION PRACTICES, AND ARE THEREFORE NOT DETAILED IN THESE DOCUMENTS.
(N) FLOOR AREA RATIO:
CONTACT CHU DESIGN AND ENGINEERING INC. IF CONDITIONS OR OTHER CIRCUMSTANCES REQUIRE CHANGES
IN THE WORK SHOWN, OR REQUIRE CLARIFICATION. ALL WORK SHALL BE [DONE IN A HIGH QUALITY MANNER,
g LOT COVERED AREA:
ACCORDING TO THE PREVAILING STANDARDS OF THE INDUSTRY FOR EACH TRADE.
I
(N) FIRST FLOOR 1,540
3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SUPERVISION AND CLEAN-UP TO
(N) GARAGE
ACCOMPLISH ALL OF THE WORK SHOWN, INCLUDING ALL WARRANTIES AND INSTRUCTIONS, TO PROVIDE A
(N) FRONT PORCH 199.�5 5F
COMPLETE WORKING INSTALLATION, AND TO LEAVE THE OWNER WITH AN APPROVED PRODUCT.
(N) ADU - 321.00 5F NOT INCLUDED
4. CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF
(N) CANTILEVER I 24.00 SF
(N) COVERED PATIO (IN ADU) 15
CONSTRUCTION, AND FOR ALL SAFETY MEASURES TO PROTECT ALL PROPERTY, PERSONNEL AND THIRD
PARTIES FROM DAMAGE OR INJURY. THIS RESPONSIBILITY SHALL BE CONTINUOUS AND NOT SOLELY DURING
(N) TOTAL FLOOR AREA 21�525 SF <2,400.00 SF
WORKING HOURS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS CHU DESIGN ASSOCIATES
(N) LOT COVERAGE RATIO:
INC. AND RELATED ENGINEERS FROM ANY CLAIMS OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF HIS WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF CHU DESIGN ASSOCIATES INC. AND RELATED ENGINEERS.
5, THESE DOCUMENTS DO NOT CONTAIN PROVISIONS FOR THE HANDLING OR REMOVAL OF ANY HAZARDOUS
MATERIALS. SHOULD ANY SUCH MATERIALS BE SUSPECTED OR ENCOUNTERED, SPECIALISTS SHALL BE
N 0 T E S
CALLED IN TO MAKE RECOMMENDATIONS.
ILLUMINATED STREET ADDRE55
G. PROVIDE ALL MANDATORY FEATURES REQUIRED BY THE T-24 ENERGY CODE, INCLUDING
1, PROVIDE AN ILLUMINATED STREET ADDRESS AT THE ENTRY DOOR PER CITY
WEATHER-STRIPPING, BUILDING INSULATION, PIPE INSULATION, LIGHTING AND APPLIANCE MEASURES, AND
OTHER FEATURES REQUIRED BY TITLE 24 OR OTHER STATE, FEDERAL OF LOCAL CODES,
ORDINANCE. APPROVED NUMBERS OR ADDRE55E5 SHALL BE PLACED IN SUCH A P051TION
N 0 T E S
CONSTRUCTION S C H E D U L E
AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE
7, NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY
BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS PERMITTED BY THE LOCAL JURISDICTION.
PROPERTY.5A11D NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL BE A
MINIMUM OF 1/2 INCH STROKE BY 2-1/2 INCHES HIGH, SHALL BE EITHER INTERNALLY OR
I. ALL FINAL PLANS (I.E. THAT ARE TO BE RELEASED POP, CONSTRUCTION) MUST BEAR THE
I. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING) DEMOLISH ALTER OR
EXTERNALLY ILLUMINATED. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY
ENGINEER'S SEAL OR WET STAMP AS WELL AS THE WET SIGNATURE AND EXPIRATION DATE OF
REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS
8, ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE
SWITCHABLE.
THE REGISTRATION AND THE DATE THAT PLANS WERE SIGNED. IF THE STRUCTURAL ELEMENTS
EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND
BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW
ARE SHOWN ON THE ARCHITECTURAL PLANS, THE ENGINEER SHOULD MAKE IT CLEAR ON ALL
SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL,
BY THE PLANNING COMMISION.
2, EXTERIOR LIGHTING ON ALL RESIDENTIAL PROPERTIES SHALL BE DESIGNED AND
DOCUMENTS THAT HIS OR HER RESPONSIBILITY IS LIMITED TO STRUCTURAL PORTIONS ONLY.
WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS,
LOCATED SO THAT THE CONE OF LIGHT AND/ OR GLARE FROM THE LIGHTING ELEMENT IS
WHEN STRUCTURAL CALCULATIONS AND SPECIFICATIONS OR OTHER REPORTS ARE
HOLIDAYS ARE THE FIRST DAY OF JANUARY THE THIRD MONDAY OF FEBRUARY THE LAST
9, PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM ON TIME OF INSPECTION AND ANY
KEPT ENTIRELY ON THE PROPERTY OR BELOW THE TOP OF ANY PENCE, EDGE OR WALL. CITY
SUBMITTED, AT A MINIMUM, THE ENGINEER'S ''WET' STAMP, SIGNATURE, REGISTRATION NUMBER,
MONDAY OF MAY, THE FOURTH DAY OF JULY THE FIRST MONDAY OF 5EPTEM5ER, THE
INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL IS AT CONTRACTOR'S RISK.
OF BURLINGAME MUNICIPAL CODE 18.1G.030.
EXPIRATION DATE OF THE CERTIFICATE AND THE DATE OF SIGNING AND SEALING OR
ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY
10. FIRE SPRINKLERS SHALL INSTALLED AND SHOP DRAWINGS SHALL BE APPROVED BY THE FIRE
STAMPING IS REQUIRED ON THE FIRST SHEET (COVER SHEET).
FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE
DEPARTMENT PRIOR TO INSTALLATION.
3 ON ALL RESIDENTIAL PROPERTIES EXTERIOR LIGHTING OUTLETS AND FIXTURES SHALL
ELEVENTH DAY OF NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A
NOT BE LOCATED MORE THAN NINE (9) FEET ABOVE ADJACENT GRADE OR REQUIRED
2. 'PRIOR TO PLACEMENT OF FOUNDATION, A LAND SURVEYOR REGISTERED IN THE STATE
5UNDAY THE FOLLOWING MONDAY 15 A HOLIDAY, PROVIDE THE FOLLOWING CONSTRUCTION
11, IF GRADING PERMIT IS REQUIRED, IT SHOULD BE OBTAINED FROM DEPARMENT OF PUBLIC WORKS.
LANDING ± WALLS OR PORTIONS OF WALLS SHALL NOT BE FLOOD -LIT ± ONLY SHIELDED
OF CALIFORNIA SHALL SUBMIT A LETTER TO THE CITY VERIFYING THE LOCATION OF THE
HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110.
LIGHT FIXTURES WHICH FOCUS LIGHT DOWNWARD SHALL BE ALLOWED, EXCEPT FOR
BUILDING. THE DISTANCE BETWEEN THE EXTERIOR FINISH OF THE WALL AND THE PROPERTY
i. MONDAY THROUGH FRIDAY- OAM TO IPM
12, IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER
ILLUMINATED STREET NUMBER REQUIRED BY THE FIRE DEPARTMENT. CITY OF BURLINGAME
LINE SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS.")
ii. 5ATURDAY5: 9AM TO GPM
STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED,
MUNICIPAL CODE 10.16.030.
iii 5UNDAY AND HOLIDAYS: NO WORK
- CONSTRUCTION, DEMOLITION, RECYCLING 4 WASTE REDUCTION FORMS WILL NEED TO BE
SUBMITTED 4 APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT PER CITY OF
2, CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS
BURLINGAME. CONTACT JOE MGCLUSKY OER RECYCLING SPECIALIST e ((050) 550-7273.
AND NON -CITY HOLIDAYS BETWEEN 5:00AM TO 5:DOPM.
REVISIONS
BY
PLANNING
04/ 11 /23 Zh
PU
W
� O O
CA N
O `p
V1 O
N
�o
�U
a
a
i=5.
49
U
-;!
Q U H
o o�-?
� �
o
cd
o � o•a
�-o
U V
(D
Q.On
vzJ
o
W
v
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
n7T
r U
JOB:
SHEET NO.
A.
OF SHEETS
—E
S 5`
WOOD
E U ILITY E
BLOCK BORDER
TO BE REMOVED
E—
N i v)zco
I+ O OFF
I II
8" 0
O TREE
�I II
S 55°03'36" E 50.00'
0.2'±
WOOD PRIV
5' WIDE
ALLEY
(7 M 46)
D
Z
= r
O rrr
F-
rrrr
6;ATE TO BE FENCE TO BE m rrr
REMOVED REMOVED
— E — — E
8"0 55°03'36" E 50.00'
TREE 3" _
CONC. TO BE
J REMOVED
E"
II -
LEGEND:
TREE TO BE REMOVED
J D O
E� E
S 55°03'36" E 50.00'
0
CONC. IL
TO BE MOVE
PLANTERS TO I I I TR
BE REMOVED
\ � � I kkJ09D�LAN
VA TO BE TO BE _ vED LL
T1M91�ED R —
IL — I BRICK PLANTER
�I TO BE REMOVED
II �� II II
I II
I II II
IF - J
BRIC PN_IANTER I I
To BE MOVED I
BRICK WALL TO I
_BE REMOVED -
I
CLEANOUT TO �8
BE PLUGGED
WOOD
TO BE REMOVED
�L�I----L--- II
EM TO BE BRICK PORCH
REMOVED TO BE REMOVED
I II
I� III
EM TO BE GAS METER TO
REMOVED BE REMOVED
EXI5TING RESIDENCE
STRUCTURE TO BE
REMOVED
-1
TR
i
F,ENCE., TO BE
PCE'ftVED
6" 0
TREE
TREE
w
Ul
N
ATE TO BE
o EMOVED
0
O
777
I i �
I I II
I I �
�J
Ii I zD
I ti� `��
II
I
-
--�-- —-
To
:ED F-
II
- — �NC—STEP5-T0 PLANTER TO BE
BE REMOVED REMOVED III
/ 1
I II
50.00'
(`nN(`DCTC cinr�nini v O
BERNALAVENUE
�0 L
(50' WIDE: RIGHT-0f=-W,4 T )
N SITE DEMOLITION PLAN
SCALE: 1/8"=F-0"
TO BE
ED
— — S 55°03'36" E — —
BASIS OF BEARINGS S 55°03'36" E
400.00' (I.P.I.P.) CR #3044
REVISIONS
BY
04y111/23 OI
PU
05/1N/23 0
PU
0524/23 0
PU
� O O
O 00
L% N
L/1 kr)
mum
Q �o
c�
►� U
NQ
>o
c ->
a!w
an0C ��•�
con
c> Q 25
25
�:D
� y
-CIS o o n
U
_
N
O
u �,, �• t5
U
3cn
(D
A oUD
3
cc3
N 0
OU
F—� O "C
W
W I-�
Q W V
W
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A.2
OF SHEETS
GENERAL NOTES-
1, SEE LANDSCAPE PLAN FOR DETAIL INFORMATION
2, MAXIMUM DRIVEWAY SLOPES SHALL NOT EXCEED FIFTEEN (15) PERCENT AT
ANY POINT WITHOUT SPECIAL APPROVAL OF THE DEPARTMENT OF PUBLIC
WORKS± SLOPES IN EXCESS OF TWENTY (20) PERCENT SHALL REQUIRE
APPROVAL OF THE PLANNING COMMISSION. TRANSITIONAL SLOPES ARE
REQUIRED FOR DRIVEWAYS WHICH EXCEED TEN (10) PERCENT MAXIMUM
SLOPE. NO TRANSITIONAL SLOPE SHALL EXTEND INTO A REQUIRED
PARKING SPACE-
3, TOPOGRAPHY IS PREPARED BY:
QUIET RIVER LAND SERVICES, INC.
6141 SIERRA COURT, SUITE K
DUBLIN, CA 94568
TEL; (925)134-6188
4. A DEMOLITION PERMIT IS REQUIRED FOR SIDEWALK, SEWER AND WATER
REPLACEMENT
5, REQUIRED PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED
PRIOR TO DEMO PERMIT ISSUE.
6. SEWER BACKFLOW PROTECTION CERTIFICATE IS REQUIRED PER ORDINANCE
NO,1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT.
1. THE SURVEYOR RECOMMENDS THE CITY VERIFY THAT THE PERTINENT
RESIDENCES WERE USED IN THE CALCULATION.
8. GARAGE FOOTING SHALL NOT EXTEND INTO ONE FOOT SETBACK WITHOUT A
LICENCED SURVEY AND FIELD STAKING REVIEWED BY INSPECTOR
9• NEW WATER METER SHALL NOT ON PRIVATE PROPERTY. IT MUCH BE
LOCATED ON PUBLIC PROPERTY FOR ACCE55 BY METER READER
10. NEW SEWER LINE WITH CLEANOUT FOR NEW HOUSE. CLEANOUT AT SEWER MAIN
LINE TO BE IN PUBLIC EASEMENT FOR CITY ACCESS.
11, CONTRACTOR SHALL ENSURE THE DOUBLE VALE ASSEMBLY FOR FIRE
PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY
ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING
WATER DEPARTMENT FINAL.
12. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE OF
BUILDING, SEE UFC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE
TABLE NO. A -III -A -I.
13, MINIMUM I" WATER METER REQUIRED
14. IF BACKWATER PROTECTION IS REQUIRED, CONTRACTOR SHALL PROVIDE
AN ISOMETRIC DIAGRAM OF THE BUILDING SEWER INCLUDING ALL
BACKWATER VALVES, RELIEF VALVES, AND ANY SEWER INJECTION SYSTEM
DETAILS. CITY OF BURLINGAME MUNICIPAL CODE ORDINANCE 1110.
15, PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY
LOT LINES.
16, PROVIDE A PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL
DEVICES ARE REQUIRED ON WATER LINES, LOCATED AS CLOSE AS
POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES
RESULTING FROM QUICK CLOSING OF QUICK -ACTING VALVES. CPC
5ECTION609.10
PUBLIC WORK NOTES $ CONDITIONS:
I. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED:
• REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE.
• PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND
INSTALL A NEW 6" LATERAL.
• ALL WATER LINE CONNECTIONS TO CITYWATER MAINS FOR SERVICES OR
FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES
AND SPECIFICATION.
• ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT OF WAY.
2. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER
ORDINANCE CODE CHAPTER 1512. TESTING INFORMATION IS AVAILABLE AT
THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS
REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S
PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR
CONNECTED TO THE SEWER MAINS-
3. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE
INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO.1110. THE
SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE
ISSUANCE OF BUILDING PERMIT.
4. ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE
LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROGEDURES
AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT
FOR CONNECTION FEES. ENCROACHMENT PERMIT IS REQUIRED FOR ANY
WORK IN THE CITY'S RIGHT-OF-WAY. IF REQUIRED, ALL FIRE SERVICES AND
SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER ALL
UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS
SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND
APPROVAL.
5. A SURVEY BY A LICENSED SURVEYOR OR ENGINEER IS REQUIRED. THE
SURVEY SHALL SHOW HOW THE PROPERTY LINES WERE DETERMINED AND
THAT THE PROPERTY CORNERS WERE SET WITH SURVEYORS LICENSE
NUMBERSON DURABLE MONUMENTS. THIS SURVEY SHALL BE ATTACHED TO
THE CONSTRUCTION PLANS. ALL CORNERS NEED TO BE MAINTAINED OR
REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPERTY CORNERS SHALL
BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE END OF
THE PROJECT.
6. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S
RIGHT-OF-WAY.
1. CONSTRUCTION AND BUILDING USE SHALL CONFORM TO CONDITIONS AS
DESCRIBED BY PLANNING COMMISSION AND/OR CITY COUNCIL ACTIONS.
8- THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS
TO PREVENT STORM WATER POLLUTION.
9. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE
CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY
OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN.
11, NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT,
BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO
ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO
THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN
TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY
GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE PROPERTY."
MUNICIPAL CODE SECTION 15,08.010 (1).
• STORM WATER SHALL BE DRAINED THROUGH A CURB DRAIN OR TO
THE STORM DRAINAGE SYSTEM. SEE CITY STANDARDS FOR CURB
DRAIN DESIGN.
• FLOOD ZONE 'C' REQUIRES FLOOD ZONE CONFIRMATION AND/OR
PROTECTION OF HABITABLE SPACE.
• PROVIDE ELEVATIONS TO CONFIRM DRAINAGE AND SITE DESIGN.
12. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE
CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY
OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN.
13. IF POST -CONSTRUCTION IMPERVIOUS AREA IS GREATER THAN 40% OF
TOTAL SIZE, MITIGATION OF THE ADDITIONAL STORM RUNOFF IN EXCESS
OF 409. TOTAL LOT SIZE MUST BE ADDRESSED. PLEASE SHOW HOW THE
POST -CONSTRUCTION DESIGN WILL ADDRESS THE ADDITIONAL
STORMOFF.
FIRE SPRINKLER
DOMESTIC WATER
MCV LEGEND-
WM - WATER METER
V - VALVE
DCV - DOUBLE CHECK VALVE
MCV - MAIN CONTROL VALVE
BFD - BACK FLOW PREVENTION DEVICE
-W- - WATER LINE 1-1/4" m TYP.
I. PROVIDE A BACFLOW PREVENTION DEVICE - USC APPROVED DOUBLE
CHECK VALVE ASSEMBLY-
2. CONTRACTOR SHALL ENSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR
THE FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN
MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR
PRIOR TO SCHEDULING WATER DEPARTMENT FINAL.
3. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SITE
OF BUILDING, SEE UFC APPENDIX IIIA.
5C;PEM,47IC 1,4TEF LATEPAL LIN
NOT TO 5GALE
DRAINAGE NOTES:
RAINWATER COLLECTION
ALL NEW ROOF RAINWATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL GUTTERS,
UNLESS NOTED OTHERWISE, LOCATED AT THE EAVES. PAINT TO MATCH COLOR SCHEME OF
RESIDENCE. GUTTER SHALL LEAD TO 2" X 4" RECTANGULAR METAL DOWNSPOUTS OR DOWNSPOUTS
TO MATCH EXISTING AND/OR COPPER RAINWATER LEADER DOWNSPOUTS SHALL TERMINATE
BELOW GRADE TO A PERIMETER 4 DIAMETER A S SOLID DRAINPIPE. RUN 4 DIAMETER (OR SI ZE
AS NOTED ON SITE PLAN) SOLID PIPE THROUGH FACE OF CURB SO THAT WATER WILL EMPTY INTO
THE STREET GUTTER SYSTEM. SLOPE ALL PIPES FOR ADEQUATE DRAINAGE. INSURE THAT THE
LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY
THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM. IN SINGLE-FAMILY
RESIDENCES THE WATER MAY FLOW TO THE STREET BY GRAVITY METHOD PROVIDED THERE IS
SUFFICIENT GRADE TO INSURE FLOW TO THE STREET GUTTER AND THAT WATER DOES NOT FLOW
ONTO ADJOINING PROPERTIES.
SUMP PUMP MAY BE REQUIRED (SEE SITE PLAN)
IF THE GRAVITY METHOD OF DRAINAGE CANNOT BE USED, PROVIDE A SUMP PUMP OF ADEQUATE
SIZE TO CARRY ALL WATER THROUGH A 2" DIAMETER A55 PIPE THROUGH THE FACE OF THE CURB
SO THAT THE WATER WILL EMPTY INTO THE GUTTER SYSTEM. INSURE THAT THE LOCATION CHOSEN
FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE WATER FROM THE
SITE TO A CITY MAINTAINED
WATER COLLECTION SYSTEM.
PROVIDE A BACKFLOW PREVENTER/DEVICE AT A LOCATION NEAR THE TERMINATION OF THE SOLID
PIPE THROUGH THE FACE OF CURB AS REQUIRED TO PREVENT RAINWATER FROM THE GUTTER
SYSTEM ENTERING THE SUMP PUMP SYSTEM.
SUMP PUMP AT A MINIMUM SHALL BE A 1/4 HP AUTOMATIC SUBMERSIBLE SUMP PUMP WITH
PERFORMANCES AS LISTED BELOW (MINIMUM). INSTALL AS PER MANUFACTURERS SPECIFICATIONS
AND RECOMMENDATIONS.
DISCHARGE FEET OF HEAD 5 10 15
PERFORMANCE (GALLONS PER HOUR) 2280 1620 660
SUMP PIT- INSTALL PUMP IN SUMP PIT (CATCH BASIN) WITH THE MINIMUM CLEARANCES AND DEPTHS
AS PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS.
FIRE NOTES:
CONTRACTOR SHALL OBTAIN SEPARATE FIRE SPRINKLER PERMIT FOR THE INSTALLATION OF THE
FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 11.04.030 OF THE BURLINGAME MUNICIPAL
CODE. THE MINIMUM SIZE SERVICE FOR FIRE SPRINKLER SYSTEM SHALL CONFORMS TO NFPA 13 OR
13R IS 2 FOR NFPA 131) SYSTEMS THE MINIMUM SIZE IS 1"
FIRE SPRINKLER SHOP DRAWINGS ARE TO BE SUBMITTED DIRECTLY TO THE BURLINGAME FIRE
DEPARTMENT AT 1399 ROLLINS ROAD, BURLINGAME ONLY AFTER FIRE SPRINKLER UNDERGROUNDS
HAVE BEEN SUBMITTED TO THE BURLINGAME BUILDING DEPARTMENT.
FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX B. FIRE FLOW
RESIDENTIAL BUILDINGS LESS THAN 3600 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%. CONTACT BURLINGAME ENGINEERING DEPARTMENT.
PREEN -AN ONE ACRE SHALL DEVELOP AND IMPLEMENT A PLAN
TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. A BMP PAGE IS SUFFICIENT.
2, PLANS SHALL INDICATE HOW GRADING AND PAVING WILL PREVENT SURFACE WATER FLOWS
FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER DRAINAGE PATH.
3, ELECTRIC VEHICLE (EV) CHARGING, PARKING SPACES: COMPLY WITH ALL RELEVANT
SECTIONS.
NOTES:
I. WHERE THE PROPERTY LINE IS LESS THAN TEN (10) FEET FROM THE EXIT TERMINAL OF ANY
NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE
SIZE OF THE FINAL TEN (10) FEET OF ANY TERMINAL MUST BE INCREASED TO THREE INCHES
(39 OR, AS AN ALTERNATIVE, MANUFACTURER -APPROVED BAFFLES MUST BE INSTALLED.
2, CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR SEDIMENT
FROM LEAVING THE SITE AND FLOWING INTO THE STREET, CURB OR GUTTER (USE STRAW
WADDLES)
3. REPLACE DAMAGED OR DISPLACED CURB, GUTTER AND/OR SIDEWALK ALONG THE
PROPERTY FRONTAGE. A CITY ENCROACHMENT PERMIT IS REQUIRED.
4. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE
CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER
AN ENCROACHMENT PERMIT IS REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER
THE CITY'S PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR
CONNECTED TO THE SEWER MAINS.
5. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW
DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT
DRIVEWAY ON SITE PLAN.
6. A PROPERTY SURVEY IS REQUIRED IF ANY PART OF PERMANENT STRUCTURE INCLUDING
F TI I IT " O ERTY LINE.
STORM WATER NOTES: 2
R A N PLACE 2,500 SQUARE FEET TO 10,000 SQUARE FEET OF
IMERVIOUS SURFACE (E.G., NEW ROOF, DRIVEWAY, OR OTHER NON -PERVIOUS SURFACE) MUST
COMPLY WITH THE SAN FRANCISCO BAY MUNICIPAL REGIONAL STORMWATER NPDES PERMIT.
PLEASE SHOW ON PLANS WHICH SITE DESIGN MEASURE(S) LISTED ON THE STORMWATER CHECKLIST
FOR SMALL PROJECTS WILL BE INSTALLED TO MEET THIS REQUIREMENT. A COPY OF THE SMALL
PROJECTS CHECKLIST IS ACCESSIBLE HERE: https://wwwburlingameor/stormwaterdevelopment.
2. DESIGN MEASURES: I
- DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED DOWNSPOUT.
- CONSTRUCT DRIVEWAY WITH PERMEABLE PAVEMENTS_
T,4BLE NO_ A41-4-1
MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS
FIRE AREA {square feet)
FIRE
FLOW
(gallons
FLOW
DURATION
X 0.0929 for m2
per
minute)
(hours)
Type I-F.R.
II-F.R.1
Type II One-HR.
III One-HR.1
Type IV-H.T.
V-0ne-Hr.1
Type II-N
11-Ni
Type V-N1
x 3.785
for
Urnin.
D-22,700
D-12,700
0-8,200
0-5,900
0-3.600
1,500
22.701-30,200
12,701-17,000
8,201-10,900
5,901-7,900
3,6014,800
1,750
30,201-38,700
17,001-21,800
10,901-12,900
7,901-9.800
4,801A200
2,000
35,701-48,300
21,801-24,200
12,9D1-17AD0
9,801-12,600
6,201-7,700
2,250
48,301-59,000
24,201-33,200
17,401-21,300
12,601-15,400
7,701-9,400
2,500
59,001-70,900
33,201-39,700
21,301-25,500
15,401-18,400
9,401-11,300
2,750
70.901.83,700
39,701-47,100
26,501-30,100
18,401-21,800
11,301-13,400
3,000
3
83,701-97,700
47,101-54,900
30,101-35,200
21,801-25,900
13,401-15,600
3,250
97,701-112,700
54,901-63,400
35,201-40,600
25,901-29,300
15,801-18,000
3,500
112,701-128.700
83,401-72,400
40,601-46,400
29,301-33,500
18,001-20,800
3,750
128.701-145.900
72,401-82,100
46,401-52,500
33,501-37,900
20,601-23,300
4,000
145.901-164.200
82,101-92,400
52,50139,100
37,901-42,700
23,301-26.300
4,250
164,201-1;83,400
92,401-103,100
59,101-66,000
42,701-47,700
26,301-29,300
4,500
183,401-203,700
103,101-114,600
66,001-73,300
47,701-53,000
29,301-32,600
4,750
203,701-225.200
114.601-126,700
73,301-81,100
53,001-58,600
32,801-38,000
5,000
225,201-247.700
126.701-139,400
81.101.89,200
58,601-65,400
36,001-39,800
5,250
247.701-271.200
139.401-152.600
89,201-97,700
65,401-70,600
39.601.43.400
5,500
271.201-296.900
152,601-166,500
97,701-106,500
70,601-77,000
43,40"7,400
5,750
295,901-Greater
168,601-Greater
106,501-115,800
77,001-83,700
47,401-51,500
6,000
"
115,801-125,500
83,701-90,600
51,501-55,700
B,250
"
125.501-135.500
90,601-97,900
55,701-60,200
6,500
"
135.501-145.800
97,901-106.800
60.201-64.800
5,750
"
145,801-156,700
106.801-113.200
64,801-69,600
7,000
"
156,701-167,900
113,201-121,300
69,601-74,600
7,250
"
167,901-179,400
121,301-129,600
74,601-79,800
7,500
"
17%401-191,400
129,601-138,300
79,801-85,100
7,750
"
191.401-Greater
128,301-Greater
I 85,101-Greater
8,000
PUBLIC WORK NOTES:
1, ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, AND
UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK
2. BASED ON THE SCOPE OF WORK, THIS IS A TYPE I PROJECT THAT REQUIRES A STORMWATER
CONSTRUCTION POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO ISSUANCE OF A
BUILDING PERMIT. AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION
(ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY).
3, A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER,
DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS
AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES
OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY
OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OFWAY.
4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY
HOLIDAYS BETWEEN 8:00AM. AND 5.00 PM, THIS INCLUDES CONSTRUCTION HAULING.
D. NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDING, OR PAVED AREAS
SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO
THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR
NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE
PROPERTY- NO RAIN WATER FROM ROOFS OR OTHER RAIN WATER DRAINAGE SHALL DISCHARGE UPON A
PUBLIC SIDEWALK (EXCEPT IN SINGLE FAMILY AREA) PER MUNICIPAL CODE SECTION 18-08.090,
6, ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE
TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS- CONTACT THE CITY
WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND
OVER WILL BE INSTALLED BY BUILDER ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE
SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL.
1, NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, THE PROPERTY LINE ON BERNAL AVENUE IS
APPROXIMATELY 10.1- FEET MEASURED FROM FACE OF CURB.
a- THE PROJECT SHALL COMPLY WITH THE CITY'$ NPDES PERMIT REQUIREMENTS TO PREVENT STORM
WATER POLLUTION.
S. ALL DEBRIS/GARBAGE CONTAINERS LOCATION SHALL BE ON PROPERTY. IN A SITUATION WHERE THAT IS
NOT POSSIBLE, AN ENCROACHMENT PERMIT IS REQUIRED FROM PUBLIC WORKS DEPARTMENT FOR PLACING
DEBRIS/GARBAGE CONTAINERS IN PUBLIC RIGHT-OF-WAY- NO WET GARBAGE FLUID SHALL ENTER PUBLIC
RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM.
10• IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE
ALERT (USA) AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK,
II. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER
STRIP MUST BE IMPLEMENTED AROUND NEW OR EXISTING CITY STREET TREE.
PUBLIC WORKS SITE NOTES:
I. ALL ABANDONED SEWER LATERALS SHALL HAVE WYES OR SADDLES REMOVED OFF
THE MAIN AND REPLACE WITH NEWS STRAIGHT SECTION.
2, ALL ABANDONED EXISTING WATER SERVICES, 2-INCH OR BELOW, SHALL BE CUT AND
CUP AT THE EXISTING MAIN CONNECTION AND DISCONNECT AT SERVICE SADDLE.
ABANDONED VALVE WHERE APPLICABLE-
3. ALL ABANDONED EXISTING WATER SERVICES, GREATER THAN 2", SHALL HAVE TEES
REMOVED AT MAIN AND REPLACE WITH STRAIGHT PIPE PER CITY STANDARDS AND
DETAILS.
4. NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.)
PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY.
5, REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL
EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL,
(3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE
LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION,
(4) ANY UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY.
BUILDING NOTES:
I. BASED ON THE SCOPE OF WORK, THIS PROJECT IS CONSIDERED A "TYPE i"
PROJECT THAT REQUIRES A STORM WATER CONSTRUCTION POLLUTION PREVENTION
PERMIT. NOTE: THIS PERMIT IS REQUIRED TO BE OBTAINED BY THE PUBLIC WORKS
DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN ADDITION, AN
INITIAL FIELD INSPECTION BY THE PUBLIC WORKS INSPECTOR IS REQUIRED PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK ON PRIVATE PROPERTY OR
IN THE PUBLIC RIGHT-OF-WAY.
2, PUBLIC WORKS REQUIRE A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR
TO PERMIT BEING ISSUED. PLEASE CONTACT PUBLIC WORKS AT 650-558-1230
PRIOR TO BUILDING PERMIT ISSUANCE.
3. DEMOLITION OF A STRUCTURE REQUIRE THE OWNER TO OBTAIN A PERMIT FROM
BAAQMD AND REQUIRE SIGN -OFFS FROM THE WATER, SEWER, AND PLANNING AND
RECYCLING DEPARTMENTS. THE DEMOLITION PERMIT APPLICATION, AVAILABLE ON
THE CITY OF BURLINGAME BUILDING DEPARTMENTS WEB SITE, WILL NEED NEED TO
BE COMPLETED PRIOR TO BUILDING DEPARTMENT APPROVAL AND THE START OF
WORK OWNER SHOULD CALL BAAQMD FOR QUESTIONS CONCERNING OBTAINING A
PERMIT FROM THE BAY AREA QUALITY MANAGEMENT DISTRICT.
4. RECYCLING AND WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED AND
APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. THE OWNER SHOULD
CONTACT JOE MACLUSKEY RECYCLING SPECIALIST 9 650-558-1213
AC NOTES:
AC EQUIPMENT WILL NOT EXCEED A MAXIMUM
OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) dBA
DAYTIME (1:00 AM - 10-00 PM) OR FIFTY (50) dBA
NIGHTIME (10:00 PM - 1:00 AM) AS MEASURED
FROM THE PROPERTY LINE. BMC 2558.050
SS SS SS
E E E
S 55°03'36" E 50.00'
I I
5' WIDE
ALLEY
(7 M 46)
T
D
z
=
0 err F
J D O
0 SS SS SS SS SS m rrr SS ' m SS
mho
m
E Akk E E E E E E _ E E
T
ADJACENT BUILDING
BUILDING SETBACK
ADDRESS:
SETBACKS:
1504
19.8'
52
62
1520
8.9'
1526 (SITE)
20-0'
1532
204'
1536
23.8'
1540
21
1544
21-4'
1550
'5S6
21-4'
13"
TOTAL: 223.6'
AVERAGE: 2032'
N �
0
r-r�c
r cn O 0
Z
w
00
0 -
S 55°03'36" E 50.00'
Z 0 O CONCRETE SIDEWALK
a U m o
w
cn�m�
�u rD�
0 D � m
O cn M 0 T.O.C.
= 0 _U (N) CONCRETE DRIVEWAY
z o � APRON PER CITY STANDARDS
q
,0 L
S 55°03'36" E 50.00'
(N) 4" SEWER
LATERAL TO CITY
SEWER
e
(N) 4" SEWER LINE
W/ CLEANOUT
co
L
PA1
10/
............
FFL EL
- 050
..........
......
2.1'±
J'.'.'.'.'.T'.'.'.'.'..'........T.L�,
'.'.'.'.'.'..'.......
W
.....
...................
.....................I
...................
7
00
...................
.....................I
N
...................
............................................
.....................�
I
o
.................. I
.. .. ....
S
0
O
...............
...... ..
_..
NEW R slpENcE
... .......
FFL EL 11-W
.... ..... ....... )
I ...............
I
ADJACENT BUILDING
......................................
...........................................................
I
D5
..................
...............
.......I
'
.
........
'.-.
......-.... ..
''-''
.........
.-..... ..
.......
. . . . .
.........
........
. . . . .I
........
...I.R.......
.
_ .SETBACK
.
..I
--.-'
-_ -
_.
WOOD
DS
I
tiU
FENCING
r -1
r
6' TALL
U
I
�
LU
FENCING
�13
3
TALL
0
U_
i
Z
_
O
00
."4 TREE
0-
�n
>Y
•
U_
-
- 50.00'
- -
S 55°03'
BASIS OF BEARINGS
400,00' (I.P.-I,P.
o
+
4"� TREE
(; c9
T-0-C-
�,-f � X
DRIVEWAY
APPROACH
REPLACE ALL CURB, GUTTER,
SIDEWALK E DRIVEWAY APRON
ti
PER CITY STANDARDS
�oL
BERNAL AVENUE
(50' WIDE RIGHIT-OF-WAY)
N SITE DEVELOPMENT PLAN
SCALE: 1/8"=1'-0"
REVISIONS
BY
04y1111 /23 QI
PU
05/1N/23 0
PU
O5y24/23 0
PU
L.
w
I--i
O�
� O O
t
O 00
L% N
mum
Q
►� U
3 CIS
>
o
`'s
cnCIS
bi) 0
C o
�W
xU w O
O y
C U O cd
C',00�
o a> o •� w o
o
o
c.
0 Q110
3cn
cd
> Ste' U
FF_ o -�
W
0
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A02,0
OF SHEETS
L
N UPPER FLOOR PLAN
SCALE: 1/4"=P-0"
L
N MAIN FLOOR PLAN
SCALE: 1/4"=P-0"
REVISIONS
BY
04y�111 /23 AI
PU
N
� o 0
O 00
V1 N
mum
Q �o
►� U
0
3
9
�:D U W
Q
C U
x 3
y
-CIS o o n
N
N U v�
C5 N O
cd
cc3
CCU
W�
1
v
Q W
W
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A03
OF SHEETS
TOP OF RIDGE
EL. +99.m8
TOP At
7-1
-- - ..-
1'
MAIN FLOOR
EL. +11_00
IRV
ROOF PLAN
SCALE: 1/8"=1'-0"
9
30'-0" MAXIMUM HEIGHT LIMIT
— — — — — — — — — — — — — — — — — — — — — — — — — —
qY iiinnn tQIM tYP
FRONT ELEVATION
SCALE: 1/4"=1'-0"
-. ii l/\— —AAA Tv''Y I..1 II ,— ,�!' 1t AI
1\1tJ111 L/LL/ V 1 11 1V1
SCALE: 1/4"=1'-0"
REVISIONS
BY
04y�111 /23 APU
05/1N/23 0
PU
0524/23 0
PU
� O O
N I�'
O 00
V1 N
mum
Q �o
�U
0
3
w-;!
y
(a, Q A
ram/ o
9b W
�:D U W
Q
C x = 3 U
y
-cd o o n
w o 3
!4E
N
3
uo
110
ul
2 A o y
0
cc3
W�
1
v
Q W
W
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A.4
OF SHEETS
TOP OF RIDGE
EL_ +99.08
TOP PLATE
MAIN FLOOR
EL. +11.00
IRV
I
I
I
I
30'-0" MAXIMUM HEIGHT LIMIT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REAR ELEVATION
SCALE: 1/4"=1'-0"
ROOF FITCN-\ 19 4.., 11 , ittIi , A-P-I, A I . ,, ��„� ItIi
LEFT ELEVATION
SCALE: 1/4"=1'-0"
REVISIONS
BY
04y�111 /23 APU
05/1N/23 0
PU
O5y24/23 0
PU
� O O
O 00
V1 N
mum
Q �o
c�
►� U
Il
3
CIO
coo c> O
9b Wcn
U W
Q
�:DCIS
C U
x 3
y
03
w o 3
CU
N
y Q. o
cc3
W�
1
v
V
oc
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A05
OF SHEETS
Ix611 VRU5TIC VERTICAL
RUN WOOD SIDING, TYP.
TYP. ROOF PITCH — — — — — — —
12
7
Lu
lu
_
t
_
(P
ua -6'
X
410
o
Lu ET5,
CK
ADU
Q
� I
EL. +65-00
<
COMPOSITION 2x WOOD
SHINGLE ROOF, TYP,
TRIM, TYP.
------------- i
;r
SKYLIGHTS, TYP. COMPOSITION
L— — — 16-0" MAXIMUM HEIGHT LIMIT— — SHINGLE ROOF, TYP• -
- — — — — — — — — — — — — — — — — — — — — — — — — — —
PAINTED WOOD
GARAGE DOOR
FRONT EL
SCALE: 1/4"=1'-0"
Ix6" VRU6TIC VERTICAL
16'-0" MAXIMUM HEIGHT LIMIT RUN WOOD SIDING, TYP.
--------------------------
TYP. ROOF PITCH STUCCO, TYP.
12
ATLLI
V
/ \
w
/ \
/
T5\ GI
ADU
EL. +65.00
(E)
WOOD FRENCH LIGHT FIXTURE 40rw�ANDERSEN
SQ. WOOD 400
GRIE
DOORS WATTS MAX.
COLUMNS SERIES FULL DIVIDED
(N) GRA E
G C D WOOD
C SE NIT INDOW W/
WOOD TRI , DUAL
,,l A71Nr, t
RIGHT
ELEVATION I
SCALE: 1/4"=1'-0"
Pt CAS(. Wl/VV 71 Ul'i'v, I I f
COLUMNS
REAR ELEVATION
SCALE: 1/4"=1'-0"
L7. Wl/VV
TRIMS, T-T-P.
LEFT ELEVATION
SCALE: 1/4"=1'-0"
ISIDE
T5ACK
— — — — — — — — — — — — 16'-0" MAXIMUM HEIGHT LIMIT
BULDING SECTION C
SCALE: 1/4"=1'-0"
8" SIDE
iET5ACK
REVISIONS
BY
04y�111 /23 -I
PU
05/1N/23 0
PU
05y24/23 0
PU
w
� o 0
O 00
V1 N
mum
Q �o
�U
0
I
g 3
>
o
c
�w->
(> Q A
y
N U O
O U p •�, w O
U J CU
O
3
un
10
�-8
C!d,O
r7S-'-� U
F— o -�
W�
Q � V
o
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A.6
OF SHEETS
TOP OF RIDGE
BULDING SECTION A
SCALE: 1/4"=1'-0"
BULDING SECTION B
SCALE: 1/4"=1'-0"
REVISIONS
BY
04y�111 /23 AI
PU
O o 0
L%O00
N
mum
Q �o
►� U
0
3
an 0 � - �
U �
9bW
� U W
Q
C x 3 U
y
-CIS o o n
w o '3
U _� U
N
110
A ocn
o
3
cc3
W�
1
v
Q W
W
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A07
OF SHEETS
SAN MATED COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page,
Materials & Waste Management
Non -Hazardous Materials
❑ Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or if not actively being used within
14 days.
❑ Use (but don't overuse) reclaimed water for dust control.
Hazardous Materials
❑ Label all hazardous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in
accordance with city, county, state and federal regulations.
❑ Store hazardous materials and wastes in water tight containers, store
in appropriate secondary containment, and cover them at the end of
every work day or during wet weather or when rain is forecast.
❑ Follow manufacturer's application instructions for hazardous
materials and be careful not to use more than necessary. Do not
apply chemicals outdoors when rain is forecast within 24 hours.
❑ Arrange for appropriate disposal of all hazardous wastes.
Waste Management
❑ Cover waste disposal containers securely with tarps at the end of
every work day and during wet weather.
❑ Check waste disposal containers frequently for leaks and to make
sure they are not overfilled. Never hose down a dumpster on the
construction site.
❑ Clean or replace portable toilets, and inspect them frequently for
leaks and spills.
❑ Dispose of all wastes and debris properly. Recycle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate base
materials, wood, gyp board, pipe, etc.)
❑ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazardous waste.
Construction Entrances and Perimeter
❑ Establish and maintain effective perimeter controls and stabilize all
construction entrances and exits to sufficiently control erosion and
sediment discharges from site and tracking off site.
❑ Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
as they apply to your project, all year long.
Equipment Management &
Spill Control
M
41"
u
'ram 1
.110
AM,
Maintenance and Parking
❑ Designate an area, fitted with appropriate BMPs, for
vehicle and equipment parking and storage.
❑ Perform maj or maintenance, repair j obs, and vehicle
and equipment washing off site.
❑ If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan big enough to collect fluids.
Recycle or dispose of fluids as hazardous waste.
❑ If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
❑ Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, steam cleaning equipment, etc.
Spill Prevention and Control
❑ Keep spill cleanup materials (rags, absorbents, etc.)
available at the construction site at all times.
❑ Inspect vehicles and equipment frequently for and
repair leaks promptly. Use drip pans to catch leaks
until repairs are made.
❑ Clean up spills or leaks immediately and dispose of
cleanup materials properly.
❑ Do not hose down surfaces where fluids have spilled.
Use dry cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ Sweep up spilled dry materials immediately. Do not
try to wash them away with water, or bury them.
❑ Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
❑ Report significant spills immediately. You are required
by law to report all significant releases of hazardous
materials, including oil. To report a spill: 1) Dial 911
or your local emergency response number, 2) Call the
Governor's Office of Emergency Services Warning
Center, (800) 852-7550 (24 hours).
Earthwork &
Contaminated
Soils
Erosion Control
❑ Schedule grading and excavation work for
dry weather only.
❑ Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix) until vegetation is established.
❑ Seed or plant vegetation for erosion
control on slopes or where construction is
not immediately planned.
Sediment Control
❑ Protect storm drain inlets, gutters, ditches,
and drainage courses with appropriate
BMPs, such as gravel bags, fiber rolls,
berms, etc.
❑ Prevent sediment from migrating offsite
by installing and maintaining sediment
controls, such as fiber rolls, silt fences, or
sediment basins.
❑ Keep excavated soil on the site where it
will not collect into the street.
❑ Transfer excavated materials to dump
trucks on the site, not in the street.
❑ Contaminated Soils
❑ If any of the following conditions are
observed, test for contamination and
contact the Regional Water Quality
Control Board:
■ Unusual soil conditions, discoloration,
or odor.
■ Abandoned underground tanks.
■ Abandoned wells
■ Buried barrels, debris, or trash.
Paving/Asphalt Work
❑ Avoid paving and seal coating in wet
weather, or when rain is forecast before
fresh pavement will have time to cure.
❑ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
seal, fog seal, etc.
❑ Collect and recycle or appropriately
dispose of excess abrasive gravel or sand.
Do NOT sweep or wash it into gutters.
❑ Do not use water to wash down fresh
asphalt concrete pavement.
Sawcutting & Asphalt/Concrete Removal
❑ Completely cover or barricade storm
drain inlets when saw cutting. Use filter
fabric, catch basin inlet filters, or gravel
bags to keep slurry out of the storm drain
system.
❑ Shovel, abosorb, or vacuum saw -cut
slurry and dispose of all waste as soon
as you are finished in one location or at
the end of each work day (whichever is
sooner!).
❑ If sawcut slurry enters a catch basin, clean
it up immediately.
Concrete, Grout & Mortar
Application
❑ Store concrete, grout and mortar under
cover, on pallets and away from drainage
areas. These materials must never reach a
storm drain.
❑ Wash out concrete equipment/trucks
offsite or in a contained area, so there
is no discharge into the underlying soil
or onto surrounding areas. Let concrete
harden and dispose of as garbage.
❑ Collect the wash water from washing
exposed aggregate concrete and remove it
for appropriate disposal offsite.
Dewatering
I
❑ Effectively manage all run-on, all
runoff within the site, and all runoff that
discharges from the site. Divert run-on
water from offsite away from all disturbed
areas or otherwise ensure compliance.
❑ When dewatering, notify and obtain
approval from the local municipality
before discharging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
❑ In areas of known contamination, testing
is required prior to reuse or discharge of
groundwater. Consult with the Engineer to
determine whether testing is required and
how to interpret results. Contaminated
groundwater must be treated or hauled
off -site for proper disposal.
Storm drain polluters may be liable for fines of up to $10,000 per day!
Painting & Paint Removal
n
Painting cleanup
❑ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or surface waters.
❑ For water -based paints, paint out brushes
to the extent possible. Rinse to the
sanitary sewer once you have gained
permission from the local wastewater
treatment authority. Never pour paint
down a drain.
❑ For oil -based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
residue and unusable thinner/solvents as
hazardous waste.
Paint removal
❑ Chemical paint stripping residue and
chips and dust from marine paints or
paints containing lead or tributyltin must
be disposed of as hazardous waste.
❑ Paint chips and dust from non -hazardous
dry stripping and sand blasting may be
swept up or collected in plastic drop
cloths and disposed of as trash.
Landscape Materials
❑ Contain stockpiled landscaping materials
by storing them under tarps when they are
not actively being used.
❑ Stack erodible landscape material on
pallets. Cover or store these materials
when they are not actively being used or
applied.
❑ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
REVISIONS
BY
w
U
°o 0
z o00
N
mum
Q �o
►� U
a
O
U
l
0
r, 3
O
22 8Cn
W
"C Y:D U W
Q
x 3 U
U O
C5
cd
o �� ;A
W
OC
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
Nel
OF SHEETS
0
0
12'-6"
Im
UPPER FLOOR AREA CALCULATION
SCALE: 1 /4"=1'-0"
0
0
VAU1C ® LIVING/ DII -HEN
------- ------
' LANDING
�- -----
12'-0" ,
Pl -
GARAGE AREA CALCULATION
SCALE: 1/4"=1'-0"
1 1,4N FLR FLCCR
AREA:
21-OlIX331_011
= (0(0_00
F
E3
161-01IX331=011
- 53ro,o ✓
5F
109.25
5F
120_00
F
E
11 1=
0 I I X 10 1= 0 I I
= 110,00
SF
F
121=(oIIx121=011
= 150,00
5F
�J1=�IIXQI_�II
= 12.25
F
H
131=0IIx221=011
- 206.00
F
f
4'=011xlol=o11
= 40,00
F
1
?1=&Ilx3l_&11
_29.15.00
F
F2
3-41=
0 I I X5 1.0 11=
110,00 5F
(F0 CH)
199.15 5F <200 �1=
TOTAL MAIN FLR ,AREA: = 1,549_50 6F '
UPPER FLR FLOC 4 E,4-
,4 1ro'=oIIX15'=o11 = 240,00 6F
E3 1a'=OIIx12_' =o 11 = 225,00 5F
91=�IIX121=�11 = 11a.15 5F
D 30'=(oIIx12_'=011 � 366,00 F
12'=0Ilxla'4oII = 231.25 5F
F 151=0IIX51 0II = a2_50 F
TOTAL UPPER FUR AREA. = 1,461.50 5F
MAIN FLR AREA: 1,549.50 F '
UPPER FLCCR AREA: + ,4( .50 F
GARAGE: + 252,00 F
jjjll,��q �i I i
12
12,00
5F
255,00
5F
P1
101=0IIX15'=0II
150,00
5F
G,4,4GE =
G1 12'=OIIx21'=O11
252,00 5F
VA
9'-nil h'-Oiu
34'-0"
MAIN FLOOR AREA CALCULATION
SCALE: 1/4"=1'-0"
REVISIONS
BY
04y1111 /23 AI
PU
v�
N
O '-
� o 0
N >C
O 00
V1 N
U M
�o
�U
a
0
3
an0 2-1 ��•�
p con
�W
U W
Q
C U
x 3
CIS
o o -2
U
_
w o �
CJU
N
N
=.o
O U
con
cc3
H�o-tziuot1t
W�
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
AC
OF SHEETS
OR
4"x4" PT. RWD POSTS (0' O.C. MAX.)
21'x4" RLJD TOP / BOTTOM RAIL5
1"x0" RUJD PANEL5 LJ/ TOP / BOTTOM TRIM
NOTE:N NATURAL
L_ _EONroF
l- m_I III=III:
I-
`�`� I -III I I-
` III-i
'
2 "x12" PT. RD KICKBOARD
12
IN15H GRADE
12" DIA. CONC. PIERS, 30" DEEP (T''P.)
WOOD FENCE
ASCALE: NTS
FIN15H€D
GRADE
FINI
GR�
3x ROOTBALL MIN.
(WIDER IN CLAY 501L5)
TREE PLANTING
BSCALE: NTS
A �n
1*1_2.5x ROOTBALL MIN.
SHRUB
CSCALE: NTS
w
Q
N
PLANTING
RUBBER CINCH TIE OR EQUAL
S' FINE POLE *5T,4KE
OUTR5ID€ ROOTBALL
ROOTBALL
4" MULCH IN 5A51N
WATER 5A5IN
*3" HIGH LIP
ROUGHEN 51DE5
4 BOTTOM OF PIT
III-1 -
- = PREPARED BACKFILL
*AMEND WITH ORGANIC
5% ORGANIC COMP05T
4 MYCORRHIZAL FUNGI
PER MFR15 5PEC5
PREPARED 5UB501L
PEDE5TAL
IROOTBALL
4" MULCH IN 5A51N
WATER 5A51N
*3" HIGH LIP
ROUGHEN 51DE5
4 BOTTOM OF PIT
PREPARED BACKFILL
*AMEND WITH ORGANIC
5% ORGANIC COMPOST
4 M''CORRHIZAL FUNGI
PER MFR15 5PEC5
CONVEX PLANTER 5A5E
PEDE5TAL
CONCRETE UNIT PAVERS
POLYMERIC SAND JOINTS
*W/ SAND LOCK
2 LAYER COMPACTED
SAND BASE
VEHICULAR UNIT
L-J I SCALE: NTS
MORTAR JOINT
#4 REBAR CONTINUOUS
CONC. FOOTING UNDER
PAVER BANDING
*MIN. 9" DEEP
GEO-TEXTILE FABRIC
COMPACTED CLASS II
AGGREGATE BASE
COMPACTED SUBGRADE
PAVER PAVING
\Ainnn F=F=w- in
BERNAL AVENUE
0 L�
LANDSCAPE
�Are��
PLAN
PLANT L15T
152a BERNAL AVE. BURL INGAME, CA
TREE5
P
A
ACER PALMATUM VAR. DISSECTUM 'RED DRAGON'
DISSECTUM JAPANESE MAPLE
1
24" BOX
MODERATE
B
TRISTANIOPSIS LAURINA 'ELEGANT' (STD)
SWAMP MYRTLE
2
24" BOX
MODERATE
SHRUBS
I
HEUCHERA MICRANTHA ' PALACE PURPLE'
PALACE PURPLE CORAL BELLS
IS
1 GALLON
MODERATE
2
BOXUS SEMPERVIRENS
ENGL15H BOX WOOD
II
1 GALLON
MODERATE
3
HEMEROCALLIS 'DWARF RED'
DAYLILY
12
1 GALLON
MODERATE
4
PHORMIUM 'GUARDSMAN'
GUARDSMAN FLAX
!o
5 GALLON
MODERATE
5
CAMELLIA SASANQUA
SASANQUA CAMELLIA
2
5 GALLON
MODERATE
6
CH015YA TERNATA
MEXICAN ORANGE
I
5 GALLON
FAST
1
R05A
ROSE
2
5 GALLON
FAST
8
LAVANDULA AUGUSTIFOLIA
ENGLISH LAVANDER
5
5 GALLON
MODERATE
9
ROSA SPP.
ROSE
2
5 GALLON
MODERATE
10
PLUMBAGO AUNCULATA
CAPE PLUMBAGO
4
5 GALLON
MODERATE
GROU
DCOVER
6I-62
DYMONDIA MARGARETAE
SILVER CARPET
Cos
FLATS
MODERATE
LAWN
BOLERO BLEND, DELTA BLUEGRASS CO. 1 260 SF I ROLLS I SLOW
GENERAL NOTES
I. CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, SITE IMPROVEMENTS, WATERPROOFING AND UNDERGROUND PIPING BEFORE
CONSTRUCTION BEGINS. ALL DISCREPANCIES OR PROBLEMATIC SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
2, FINISHED GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL BE PROPERLY INSTALLED TO PREVENT ANY STANDING WATER.
CONCRETE/HARDSCAPE SHALL HAVE A MINIMUM GRADE OF 2% UNLESS NOTED OTHERWISE.
3. JUTE MESH EROSION CONTROL NETTING SHALL BE USED ON ALL 3:1 OR GREATER SLOPES. STAKE NETTING APPROPRIATELY AND PLANT SPECIFIED GROUNDCOVER.
4. CONTRACTOR SHALL OBTAIN ALL PERMITS NEC SSARY TO COMPLETE PROPOSEp WORK AS P R CITY/TOWN REQUIREMENTS.
5. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING TREES BY INSTALLING TEMPORARY FENCING AT THE DRIPLINE AROUND THE TREES. IN THE EVENT THAT TREE ROOTS
OVER 2" ARE DISCOVERED, THE LANDSCAPE ARCHITECT SHOULD BE CONTACTED.
6. REFER TO ARCHITECTURAL AND ENGINEERING DRAWINGS FOR ANY CALCULATIONS, DETAILS AND SPECIFICATIONS REGARDING BUILDING STRUCTURE, FOUNDATIONS AND GRADING,
SOILS, GAS AND ELECTRICAL.
1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH SOILS REPORT, POOL PLANS AND GRADING AND DRAINAGE REQUIREMENTS PER CIVIL ENGINEER.
8. THIS PLAN IS NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT IS PROVIDED FOR CONCEPTUAL PURPOSES AND SHOULD BE USED FOR PLANNING PURPOSES.
9. LANDSCAPE ARCHITECT MAY MAKE SITE OBSERVATIONS DURING CONSTRUCTION BUT SHALL NOT BE UTILIZED TO SUPERVISE CONSTRUCTION ONSITE.
10. THE LANDSCAPE ARCHITECT AND ENGINEER ASSUMES NO LIABILITY FOR DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS.
II. WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. OBTAIN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PRIOR TO WORK
WITIN THE RIGHT OF WAY, THIS WORK MAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP,
PLANTING NOTES
I. ALL PLANTING AREAS WITH A SLOPE OF LESS THAN I(o%, SHALL BE CULTIVATED AND ROTOTILLED TO A DEPTH OF SIX (6) INCHES WITH FIVE (5) CUBIC YARDS OF SOIL MIX PER 1000
SQUARE FEET.
2. SOIL AMENDMENTS SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH [DIAMETER WILL NOT BE
PERMITTED. SOIL AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT: SOIL MIX EQUALING 10% REDWOOD NITRIFIED COMPOST, 30% SANDY LOAM.
3. PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (GENERALLY). THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH
A MIXTURE OF IMPORTED SOIL TO EXISTING SOIL AT A RATIO OF 00/20,
4. SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS I GALLON SIZE AND LARGER BASINS SHALL BE MULCHED WITH A 2" LAYER OF BARK CHIPS. CHIPS SHALL BE A MINIMUM OF 1
1/2" IN SIZE,
5, ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE, AGRIFORM (OR EQUIVALENT). APPLICATION SHALL BE ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
Co. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR. THE TYPE AND BRAND CHOSEN BY THE CONTRACTOR SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
1. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIA, POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE -EIGHT BETWEEN
TRUNK AND STAKE.
8, ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK MULCH, MINIMUM THICKNESS OF 2 INCHES, AND CHIP SIZE OF NO LESS THAN ONE INCH.
9. LAWN TYPE SHALL BE DWARF FESCUE/RYE BLEND, 90/10. ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION.
10. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. DOCUMENTATION OF PLANTS INSTALLED AT THE J0551TE IS
REQUIRED, WITH A LETTER PROVIDED TO THE OWNER STATING FINAL QUANTITIES.
11. LANDSCAPE ARCHITECT CANNOT GUARANTEE PLANT MATERIAL AS DEER RESISTANT DUE TO CHANGING HABITS OF DEER.
HARDSCAPE NOTES
1. CONCRETE PAVING SHALL BE 4" THICK WITH #3 REBAR AT IS" O.G. COLOR: TAN
DRIVEWAY SHALL BE: UNIT PAVERS TYPE: QUARRY STONE PATTERN: OLD TOWN COLOR: TAN / GREY
STONE SHALL BE: BLUESTONE COLOR: TAN / GREY
2. STEEL REINFORCEMENT SHALL BE TIED AND SET CENTERED IN THE THICKNESS SPECIFIED ABOVE.
3, ROUGH GRADING AND FINAL GRADING SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. THE SOIL SHALL BE GRADED SUCH THAT IT SLOPES AWAY FROM THE BUILDING
FOUNDATIONS.
4, CONTRACTOR SHALL VERIFY ALL PROPERTY LINES ADJACENT TO THE AREA OF WORK, NO ENCROACHMENT SHALL BE PERMITTED ON ADJACENT LANDS UNLESS WRITTEN
PERMISSION IS OBTAINED FROM THE LAND OWNER OR CITY BUILDING DEPARTMENTS.
REVISIONS
BY
PLANNING
04 11/23 Al
PU
PLANNING
05/1/23 0
PU
PLANNING
05/24/23 0
PU
W
� o 0
°O
N
W ct U cn
a
al
I o
H o
aq O 0 -�
� �
o
� O
C,3
Y
W
�WZ
00
„i
�N
DATE:
JAN. 2023
SCALE:
AS NOTED
DRAWN:
PJSHEETS
JOB:
SHEET NO.
Lol
OF
a�
c
3
0
E
a
N
LO
I
N
O
N
N
O
a�
li
3
0
r�
N
H
0
/
3
O
N
H
CD
CY
Cn
U
a�
0
i
1-1
SETBACK
TABLE
HOUSE #
APN
FRONT SETBACK
1504
025-211-130
19.8,
1508
026-033-140
23.9'
1512
026-033-150
16.2'
1516
026-033-160
22.5'
1520
026-033-170
18.9,
1524
026-033-180
18.3,
1528
(SUBJECT)
026-033-190
20.0'
1532
026-033-200
20.4'
1536
026-033-210
23.8'
1540
026-033-220
20.9'
1544
026-033-300
21.4'
1550
026-033-310
21.4'
1556
025-213-100
9.1'
AVERAGE:
19.7'
BASIS OF BEARINGS
CORNER RECORD #3044 FILED IN THE RECORDS OF SAN MATEO COUNTY AND
IRON PIPE MONUMENTS ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF
BERNAL AVENUE AS SHOWN ON SAID MAP, TAKEN AS SOUTH 55°03'36" WEST.
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 PROPERTY WAS PROVIDED BY DOMA TITLE OF
CALIFORNIA, INC., REPORT NUMBER 55913-23-02160, AND DATED AS OF
DECEMBER 15, 2022.
2.) DATE OF FIELD SURVEY: JANUARY 30, 2023.
3.) CONTOURS SHOWN HEREON ONE FOOT (1.0') INTERVALS.
LEGEND
- - SUBJECT PROPERTY LINE
ADJOINER PROPERTY LINE
x x EXISTING FENCE LINE
x 75.0 SPOT ELEVATION
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 JANUARY 30, 2023 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.
BURLINGAME
c�S
c0
N
101
JO
0
F'l<
F' p �Q-
82 PO
p�0
TE
F,I,OF ti�F
VICINITY MAP
NOT TO SCALE
oil
LANDS OF SARGENT DEVELOPMENT
LOT 17, BLOCK 55 (7 M 46)
EASTON ADDITION TO BURLINGAME N0. 5
1528 BERNAL AVENUE
CITY OF BURLINGAME SAN MATED COUNTY CALIFORNIA
SCALE: 1 " = 8'
QUIET RIVER
Land Services Inc.
11501 Dublin Boulevard, Suite 200
8 4 0 8 Dublin, CA 94568
(925) 734-6788 Phone
FEBRUARY 2023
FOUND
3/4" IRON PIPE
AT THE
INTERSECTION OF
LOT 21
& 22 AS SHOWN
ON CR
561 LS #3918
I I
�
�
I
w
I
I
I I
�
I
w
`n m
07 in
I
I
o
�-
TWO-STORY
<
I0o
o
HOUSE
TOP EL: 100.1 f
w
Lnm_
w
LL o
0 6
I
LANDS OF SEBASTIANI
LOT 7 10
LOT 18
Q
APN: 026-033-050 �
APN: 026-033-180
I
m
R nnn ql FRET
I I
APN: 026-034-060
LOT 8
APN: 026-033-040
LOT 9
APN: 026-033-280
10' WIDE
- ALLEY -
(7 M 46)
WOOD PRIVACY
FENCE
A A �-
o F67.1 67 4PLANTERx67.5
67.5 x x67.3
xMANHOLE 7 CONCRETE x67.1 CONCRETE
x66.5 xl O CONCRETE x
3
TREE CURBS w
x F-
Ix O CONCRETE, 67.1 Q
PILLARS � , ;
w
U U " .I' c c t BRICK
8 �
z x66.6 �P`NN TREE ` o� c 0 PLANTER
CY I O 3:
x w O x67.1
0 O x66.7 CONCRETE STEPS
5
x66.4 „0
WOOD PRIVACY LLI x66.8 TREE
FENCE I x66.3 ` �,� ` x67.7
x
c0
BRICK ---� /
o
�/y/ x66.8 67.0
x66.3 CONCRETE
X Ln x66.8
x66.4 x66.9
8110
I I TREE
xi
VAL
Lid V EC
CD < x66.4.' -jJ CONCRETE, ° ° 166.8°
i x66.2 - /
x65.9 w
o w BLOCK GARAGE
00 w BORDER FOOTPRINT
3: LL I x66.6 ;
w w
PLANTERS
� U
l l l l O /
I 4 4 4 4 4 U
4 4 1 \
2.6'
x65.9 • 66 3
0 9'f
WOOD WOOD PHIVAC:Y J
FENCE
UTILITY
POLE I
OVERHEAD
UTILITY LINE
E A S T 0 N A D DII T I 0 N T O B U R L I N G A M E N 0. 5
B L 0 C K 5 5
(7 M 46)
O
O
O
Ln
w w
I �
r7
i�
Ip
i
`n
(n
6"0 6"0
F TREE ,_ TREE
+{ WUUU NNIVAUY
0 FENCE
`LV L.L.J. UVJ
20.4'f
x70.3
Y
<
x70.2
w
0
(n
SAPLING
w
w
U
z
0
U
x
70.6
x70.7
'.
TC:
'
70.4
.+
®
x70.0
WM
x70.5
x70.3
x70.2
x70.2
x70.1
- i o.1':
Y
J
a
w
0
LLI
I-
w
i
U
z
0
U
x70.7
x70.7
x70.4 W
D
Z
W�
Q O
Q Of
4"0 w
TREE NZN
LPL �
W o
Ln
m70.4
70.2
J
\ x70.2
TC:
70.1
TC:
\
70.0
x69.8
\
w>
iQ
w
z >
O x70.2
O Fh
in
U �
\
x69.6
1
TC:
0.0
1
x69'9
WM
TC:
170.0
x69.6
x70.1
J
FOUND 3/4" IRON PIPE
AT THE INTERSECTION OF
LOT 15 & 16 AS SHOWN
ON 26 L.L.S. 80
x70.9
x 70.7
x70.5
x70.3
APN: 026-034-050
APN: 026-034-040
z
O
SHEET 1 OF 1