HomeMy WebLinkAboutReso - PC - 2023.02.27 - 8DDocusign Er'Dlope lD: 81DD18oe7E73-418A-8960-5D492EAC7E45
RECORDING REOIJESTED BY
Planning Deparbnent
City of Burlingame
COMI/UNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2023-0190s0
3:22 pm O4t2712023 R'1 Fee: NO FEE
Count cf Pages4
Recorried in Off icial Recode
Cori.|ty ofSan fiIateo
lllark Church
As.-esso r..Co u nty Cle rk-ReDoder
{
TITLE OF DOCUMENT
I hereby certify this to be a full, true and conect mpy of the
document it purports to be, the original of which is on file in my
office.
[,1arch 10,2023
buiw eod.iutr
CITY
ATED .,UNE b
t-t'*-r F"{
FE ?1
,!
Daie
Kevin Gardiner, AICP, Community Development 0
WHEN RECORDEO [.4AIL TO:
i illiiii lifll lilllliillriillfl illI illfl]lllillffillilllifltiN ili ffi
Resolution No. 2023-02.27 -8D
2615 HILLSIDE DRIVE
APN 027-193-180
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW,
AND SPECIAL PERMIT
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 and Special Permit for buildinq heiqht for a new.two-story sinqle-unit dwellino a nd detached
qaraqe at 2615 Hillsid e Drive Zone R-1 . 2615 Hillside LLC. orooertv own r. APN.027-193-180
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Februarv
27. 2023, 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
Said Design Review and Special Permit are approved subject to the conditions set forth in Exhibit
"A" attached hereto. Findings for such Design Review and Special Permrt are set forth in the staff
report, minutes, and recording of said meeting.
3. lt is further directed that a certified copy of this resolution be recorded in the official records ofthe
ch arrperson
>,\ ( trltlvll-$L--, 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 27th dav of Februarv. 2023 by the following vote:
1
2
I,
ffi
N,ES: LowEr{THAL, eFAFF. scH io, TsE
ABSENT: NOI{E
RECUSED; NO]{E
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 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 revtew. ln urbanized areas, up to three
single-family residences maybe constructed or converted under this exemption, is hereby
approved.
County of San Mateo.
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, and Special Permit
2615 Hillside Drive
Effective March 9, 2023
Page 1
I
6
2
7
that any changes to building materials, exterior finishes, windows, architectural features, roof
height or pitch, and amount ortype 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 basement, 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 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 ducls, plumbing vents, and flues 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 sha,l 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 construc{ion 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 the project 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;
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
'10. that priorto scheduling the foundation inspection, a licensed surveyor shall locate the property
corners, set the building footprint and certify the first-floor elevation of the new structure(s)
based on the elevation at the top of the form boards per the approved plans; this survey shall
be accepted by the City Engineer;
that the prolect shall be built as shown on the plans submitted to the Planning Division date
stamped February 15,2023, sheets A.1 through AC, L1 , and Topographic and Boundary
Survey dated September 2022;
4.
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;
o
EXHIBIT "A''
Conditions of Approval for Categorical Exemption, Design Review, and Special Permit
2615 Hillside Drive
Effeclive March 9, 2023
Page 2
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;
12 that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
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
certification documenting framing compliance with approved design shall be submitted to the
Building Division before the final framing inspection shall be scheduled;
'13 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 final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
11.
14.
T"r) (I
i)u
2615 HIL ME, CA
AoP,,No:027-193-180
DESIGN DATA
PROJECT DATA
SHEET INDEX
PROJECT DIRECTORY
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
1. SITE ADDRESS: 2615 HILLSIDE DR.
,4RC;4TECTIjR,4L
PROPERT�' OUJNER= CIVIL SURV��':
2019 CALIFORNIA PLUMBING CODE
BURLINGAME, CA 94010
A.1 COVER SHEET
2615 HILLSIDE LLC QUIET RIVER LAND SERVICES INC_
2019 CALIFORNIA ELECTRICAL CODE
2. APN: 021�1,5
Al SITE DEMOLITION PLAN
726 CHERRY AVE.
6747 SIERRA COURT, SUITE K
2019 CALIFORNIA ENERGY CODE
3. TYPE OF CONSTRUCTION FOR:
,42.1 SITE DEVELOPMENT PLAN
SAN BRUNO CA 94066
DUBLIN, CA 9456E
2019 CALIFORNIA RESIDENTIAL CODE
DWELLING AND GARAGE: TYPE V-N
OCCUPANCY GROUP FOR DWELLING: R - 3
A.3 PROPOSED MAIN AND UPPER FLOOR PLAN
EMAIL: Yunfengcai20146gmail.com TEL: (g25) 134-61aa
ALL OTHER STATE AND LOCAL ORDINANCES AND REGULATIONS
OCCUPANCY GROUP FOR GARAGE. U
A.4 ELEVATIONS
ALL STRUCTURAL DESIGN DATA AS PER CBC SECTION 1603
4, SITE AREA. 6,0052E 5F
A-5 ELEVATIONS
ARCHITECTURAL:
ALL CONSTRUCTION A5 PER CBC TABLE 601. TYPE V.
A.6 ADU 4 GARAGE FLOOR PLAN, ELEVATIONS
JAMES CHU
ADOPTION OF THE 2019 EDITION OF THE CALIFORNIA STATE BUILDING CODES, TITLE 24,
5. MAX. COVERED FLOOR AREA ALLOWED: 3,422.00 SF
GARAGE)
A.6.1 MAIN 4 ADU BUILDING SECTION
CHU DESIGN ASSOCIATES INC.
CALIFORNIA CODE OF REGULATIONS WAS MANDATED BY AB 4616 AND 55 2511, EFFECTIVE
6. MAX. LOT COVERAGE (40%)- 2,402.11 SF
RAGE ALLOWED
N.1 CONSTRUCTION BMP
210 INDUSTRIAL RD. SUITE 205
JANUARY 1, 2017_ THE FOLLOWING LOCAL AMENDMENTS TO THE CALIFORNIA STATE BUILDING
AC.1 AREA CALCULATIONS (FOR PLANNER SET ONLY)
SAN CARLOS, CA 94010
CODES WERE FILED WITH THE OFFICE OF HOUSING AND COMMUNITY DEVELOPMENT.
1. EXISTING STRUCTURE TO BE REMOVED
TEL. (650) 345-92a6, EXT. 1001
ENTIRE RESIDENCE, CRAWL SPACE AND ATTIC SHALL BE PROTECTED BY AUTOMATIC
(E) RESIDENCE 4 GARAGE ±1,604.00 SF
L,4ND,5GAFE
EMAIL: Jamesechuciesign.com
FIRE -EXTINGUISHING SYSTEM NFPA 13-D STANDARD.
a. PROP05ED FLOORAREA:
L.I LANDSCAPE IRRIGATION PLAN
GENERAL NOTES:
MATERIALS, FINISHES AND ASSEMBLIES ARE NOT NECESSARILY(N)
I_ ALL SHOWN_ THESE
(N) PROPOSED FIRST FLOOR 1,640.00 SF
PROPOSED SECOND FLOOR 1368.15 SF
CIVIL
DETAILS,
FINAL FINISH DETAILS INCLUDING CASEWORK AND MATERIAL SELECTIONS WILL BE
(N) FRONT PORCH 161.50 SF - 200 SF 0 SF
COORDINATED BY THE OWNER.
5U.1 BOUNDARY 4 TOPOGRAPHIC SURVEY
(N) TOTAL LIVING FLOOR AREA 3,016.15 < 3,021.69 SF
2_ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE,
(N) PROP05ED GARAGE 252.00 5F
APPLICABLE EDITION, AND ALL OTHER PERTINENT CODES, LAWS AND REQUIREMENTS OF THE
(N) COVERED PATIO 150.00 5F
LOCAL BUILDING OFFICIALS, WHETHER OR NOT SPECIFICALLY SHOWN ON THESE DOCUMENTS.
THE5E DOCUMENTS ARE NOT INTENDED TO SHOW EVERY DETAIL OR CONDITION. MANY DETAILS
(N) ADU (850 MAX. ADU FAR) 32�.0 F -
-
IN RESIDENTIAL CONSTRUCTION ARE BUILT ACCORDING TO PROFESSIONAL CONSTRUCTION
(N) TOTAL FLOOR AREA 3,41a.15 SF < 3,422,00 SF
PRACTICES, AND ARE THEREFORE NOT DETAILED IN THESE DOCUMENTS. CONTACT CHU DESIGN
(N) FLOOR AREA RATIO: 56.93 io
ASSOCIATES 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.
(N) FIRST FLOOR 1,64a.00 SF
3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SUPERVISION AND
(N) FRONT PORCH 161.50 5F
CLEAN-UP TO ACCOMPLISH ALL OF THE WORK SHOWN, INCLUDING ALL WARRANTIES AND
(N) FIREPLACES 12.00 SF
INSTRUCTIONS, TO PROVIDE A COMPLETE WORKING INSTALLATION, AND TO LEAVE THE OWNER
y�
WITH AN APPROVED PRODUCT.
(N) COVERED PATIO I 150.00 SF
4. CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND
METHODS OF CONSTRUCTION, AND FOR ALL SAFETY MEASURES TO PROTECT ALL PROPERTY,
PERSONNEL AND THIRD PARTIES FROM DAMAGE OR INJURY. THIS RESPONSIBILITY SHALL BE
(N) TOTAL FLOOR AREA 2,277,50 5F 2,402,11 SF
CONTINUOUS AND NOT SOLELY DURING WORKING HOURS. CONTRACTOR SHALL DEFEND,
(N) LOT COVERAGE RATIO, 37.92 is
0
INDEMNIFY AND HOLD HARMLESS CHU DE51GN ASSOCIATES INC. AND RELATED ENGINEERS
FROM ANY CLAIMS OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF HI5 WORK ON THI5 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
NOTES
1
CONSTRUCTION S C H E D U L E
HAZARDOUS MATERIALS. SHOULD ANY SUCH MATERIALS BE SUSPECTED OR ENCOUNTERED,
SPECIALISTS SHALL BE CALLED IN TO MAKE RECOMMENDATIONS.
I. ALL FINAL PLANS (I.E. THAT ARE TO BE RELEASED FOR CONSTRUCTION) MUST BEAR THE
1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER
6_ PROVIDE ALL MANDATORY FEATURES REQUIRED BY THE T-24 ENERGY CODE, INCLUDING
WEATHER-STRIPPING, BUILDING INSULATION, PIPE INSULATION, LIGHTING AND APPLIANCE
ENGINEER'S SEAL OR WET STAMP AS WELL AS THE WET SIGNATURE AND EXPIRATION DATE
OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS
MEASURES, AND OTHER FEATURES REQUIRED BY TITLE 24 OR OTHER STATE, FEDERAL OF
LOCAL CODES.
OF THE REGISTRATION AND THE DATE THAT PLANS WERE SIGNED. IF THE STRUCTURAL
EXCEPT IN THE CASE OF URGENT NECE551TY IN THE INTEREST OF PUBLIC HEALTH AND
ELEMENTS ARE SHOWN ON THE ARCHITECTURAL PLANS, THE ENGINEER SHOULD MAKE IT
SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL,
1, NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR
REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS PERMITTED BY THE
CLEAR ON ALL DOCUMENTS THAT HIS OR HER RESPONSIBILITY IS LIMITED TO STRUCTURAL
WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS,
HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE
LOCAL JURI5DICTION.
PORTIONS ONLY. WHEN STRUCTURAL CALCULATIONS AND SPECIFICATIONS OR OTHER
LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF 5EPTEM5ER,
REPORTS ARE SUBMITTED, AT A MINIMUM, THE ENGINEER'S "WET' STAMP, 51GNATURE,
THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE
8. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF
REGISTRATION NUMBER, EXPIRATION DATE OF THE CERTIFICATE AND THE DATE OF SIGNING
TWENTY FIFTH DAY OF DECEMBER, IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF
THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS
AND SEALING OR STAMPING IS REQUIRED ON THE FIRST SHEET (COVER SHEET). UBC 106.3.2,
JULY, THE ELEVENTH DAY OF NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER
INCLUDING REVIEW BY THE PLANNING COMMISSION.
BOARD RULES AND PROFESSIONAL ENGINEERS ACT BUSINESS AND PROFESSIONAL CODE
FALLS UPON A 5UNDAY THE FOLLOWING MONDAY 15 A HOLIDAY, PROVIDE THE
9. PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM ON TIME OF INSPECTION AND
6135 (EFFECTIVE JANUARY" 1, 2004),
FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL
CODE 10,07,110,
ANY INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL I5 AT CONTRACTOR'S RISK.
Im_ FIRE SPRINKLERS SHALL BE INSTALLED AND SHOP DRAWINGS SHALL BE APPROVED BY
WEEKDAYS: a.00 AM, - 1,00 P-M_
FIRE NOTES
THE FIRE DEPARTMENT PRIOR TO INSTALLATION.
5ATURDAY5. 9:C AM. - 6:00 P.M.
5UNDAY5 AND HOL IDAY5. NO WORK ALLOWED
11, IF GRADING PERMIT 15 REQUIRED, IT SHOULD BE OBTAINED FROM DEPARTMENT OF PUBLIC
WORKS_
I. A FIRE SPRINKLER SYSTEM IS REQUIRED THROUGHOUT MAIN HOUSE AND ADU, LIST AS A
2. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED To WEEKDAYS
CENTRAL COUNTY FIRE DEPT, AS A DEFERRED SUBMITTAL.
AND NON -CITY HOLIDAYS BETWEEN a:CAM TO 5:CPM,
12. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF
I
PLANTER STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED,
REVISIONS
BY
PLNG PC1
01/03/23 0
PU
C/1
W o
� Who
�D
CA
p
Is, W
CA
H
N�
0
a
g
IT
o
o
uo
Y
_
�.03
- asvt
y
�
.o
�.
� Y
W
�QV
oc
Q �
�
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A•
OF SHEETS
LEGEND:
TREE TO BE REMOVED
(E) TO BE REMOVED
NOTES:
NO EXISTING TREE OVER 48 INCHES IN
CIRCUMFERENCE AT 54 INCHES FROM BASE
OF TREE MAY BE REMOVED WITHOUT A
PROTECTED TREE REMOVAL PERMIT FROM
THE PARKS DIVISION,
51TE NOTES:
1. ACKNOWLEDGE THAT DUE TO THE EXTENSIVE NATURE
OF THIS CONSTRUCTION PROJECT THE CERTIFICATE OF
OCCUPANCY WILL BE RESCINDED ONCE
CONSTRUCTION BEGINS. A NEW CERTIFICATE OF
OCCUPANCY WILL BE ISSUED AFTER THE PROJECT
HAS BEEN FINAL. NO OCCUPANCY OF THE BUILDING IS
TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY
HAS BEEN ISSUED.
2. THE DEMOLITION PERMIT WILL NOT BE ISSUED UNTIL A
BUILDING PERMIT IS ISSUED FOR THE PROJECT.
3. AT THE TIME OF THE INSPECTION FOR THE FORM WORK
FOR THE FOUNDATION OF THE NEW DETACHED
GARAGE, THE LICENSED SURVEYORS HUBS / STAKES
WITH THEIR NUMBER MUST BE IN PLACE WITH THE
STRING LINE SET UP FROM BATTER BOARD TO
BATTER BOARD.
4, NO EXISTING TREES OVER 48 INCHES IN
CIRCUMFERENCE AT 54 INCHES FROM BASE OF TREE
MAY BE REMOVED WITHOUT A PROTECTED TREE
REMOVAL PERMIT FROM THE PARKS DIVISION.
(558-1330)
5. IF CONSTRUCTION IS WITHIN DRIP LINE OF EXISTING
TREES, A TREE PROTECTION PLAN MUST BE IN PLACE
TO PROTECT TREES DURING ALL PHASES OF
CONSTRUCTION. TREE PROTECTION REQUIRED FOR
OAK TREES ON NEIGHBOR'S PROPERTY AND
INCLUDED ON DEMO SHEET Al
FARKS NOTES:
I. NO PROTECTED SIZE TREE MAY BE REMOVED
WITHOUT PERMIT FROM PARKS DIVISION (558-1330)
2. CITY STREET TREE REQUIRES TREE WORK PLAN
PERMIT FROM PARKS DIVISION (558-1330)
3. EXISTING LANDSCAPE WILL BE REHABILITATED.
10' WIDE S.N.F. IRON PIPE
ALLEY (CR0623)
Z-- - - -
SANITARY r WOOD UTILITY
SEWER...
POLE W/
MANHOLES GUY ANCHORS
CR0623�(50.0�0'8�28)
S.N.F. IRON PIPE (CR0623)
SET NAIL & TAG
STAMPED LS# 6437
IN FENCE POST
CONCRETE FOOTING
(E) GONG. PAD TO
BE REMOVED
(E) BUSHES TO BE
REMOVED
(E) GRAVEL TO BE
REMOVED
gLI�
� 0
6 3
B <S M 66WOOD DECK TO
BE REMOVED
(E) BUSHES TO BE
REMOVED
(E) GATE TO BE
REMOVED
f
(E) FENCE TO
REMAIN
(E) ELECTRIC
PANEL TO BE
REMOVED
5.6'±
cn
�
0 0
-pt �
O w
O o
co
� o
NCI
O-
LANDS OF KOSHEVATSITY
LOT 20
APN: 027-193-060
S 34°56'00" W 120.11' (120.00' CR0623) 1330 BENITO AVENUE
ti CLEANOUT .�
CLEANOUT I
N 34°56'00" E
O 50.05' (50� 8) —
\ i-----il � I
XI
°RE
J N 1
I
I
II I \
A \� I
� I
I I I I
1 I Il
I I
\ ►-
or-----
n
r _ CONCRETE PATH
10.0'���—I----1L--------
(E) WOOD FENCE
TO BE REMOVED
CLEANOUT SANITARY
FFF SEWER
C MANHOLES
0.6'±
GARAGE
BUILDING
12.9'±
4.0'±
GATE
3.1'+
I\
50.05, (5(
SET 5/8" REBAR
-& CAP STAMPED
LS# 6437
(E) GARAGE / BLDG.
TO BE REMOVED
6'± WOOD
PRIVACY
FENCE
WINDOW
POP -OUT
(E) GONG. PATH TO BE
REMOVED
5.9'±
I I �
I I
(E) FENCE TO BE
O O CA -p� REMOVED
I\ CIO
r\ o
I Im
m
co
C�
0
O C
I I o�
I I
(E) RESIDENCE
TO BE REMOVED
- 7.7'± -J I w
I
I I I 13.1'±
� I n
I
ADJACENT I I ADJACENT
BUILDING I I II BUILDING
I 1 i 4.1'±
I
ISM
(E) GATE TO BE �
REMOVED GATE 1 r-------���12.9±
(E) GAS METER TO I I I I I AS METER
BE REMOVED
\ L _ (E) PORCH 4 STEPS TO
r BE REMOVED
(E) BUSHES TO BE
REMOVED
II\\ WOOD
6.1'± I \ \ �-- `�I I ARCHWAY
ly
9 \ (E) LIGHT POLE
Q I �ROTAININ NC E WALL \ O I ISI 3.0'± TO BE REMOVED
(E) GONG, RET. > CONCRETE\,
IUALL TO REMAIN o 4'± WWp zZCURB
w ZR Ivu�Y \ '� I (E) GONG. DRIVEWAY
� CE TO BE REMOVED
�
z _
\ 147 \Le L I L (E) CONC. STEPS TO
it
BE REMOVED
SET 5-/ = REBAR — I I� SET'/8 -REBAR
&- CAP W/TACK--- � � � � Z. CAP W/ TA-X
LS# �;4377 I \ LS# 6
50.04' (50.00' 8 M 28) 4 �6_04�(50.00' 8 M 28-)�� 50.04' (5(
\ � N 34��E III
�TBMCP-6 IKE f
EL: 142.)4 1\ I O 3'0 TREE
cu ✓o
WATER \ (E) WA4R METER TO
MATER BE REMAI
\ /REMOVE/REPLACE ALLdURB,
GUTTER, SIDEWALK 4 DRIVEWAY
APRON PER CITY ST DARDS
WATER
VALVE �4
I
I I
P-5
\ UT 'X' I
� 1 �
I ` I
SITE DEMOLITION PLAN
SCALE: 1/8'=1'-0"
HILLSIDE DRIVE
80' WIDE RIYHT-OF-WAY /
I I
REVISIONS
BY
W o
W
V� con00
p
00
rq
U
W �pM
o
C5 C8 3
ccn-l' >cn
c �W->
an O 0
o rn p a� U �
2 A
9b W o c�
�:D
u-
y
-03
� o o n
U
¢' 0
O
N
Q A� s.
3
L>vc-
LU .�
Q
v
49 O O cd
6J r7
N
+'
F—� O "C OU
W
�WW
wQ�
w1^�
�N W
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A.2
OF SHEETS
GENERAL NOTES:
I. 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
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 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 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 ACCESS 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 UPC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE TABLE NO.
A-111-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
t0 QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES RESULTING
FROM QUICK CLOSING OF QUICK -ACTING VALVES. CPC 5ECTION609.10
PUPLIC WORK NOTES 8 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 t0 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 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 t0 BE LAID AND/OR
CONNECTED t0 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 PROCEDURES
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
NUMBER50N DURABLE MONUMENTS. THIS SURVEY SHALL BE ATTACHED TO
THE CONSTRUCTION PLANS. ALL CORNERS NEED t0 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 15 REQUIRED FOR ANY WORK IN THE CITY'S
RIGHT-OF-WAY.
1. CONSTRUCTION AND BUILDING USE SHALL CONFORM t0 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.
II, NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT,
BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN t0
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 18.08.010 (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 40% 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 WM CONTROL O VALVE
L E
BFD - BACK FLOW PREVENTION DEVICE
-W- - WATER LINE 1-1/4"0 TYP.
I. PROVIDE A BACFLOW PREVENTION DEVICE - USG 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 SIZE
OF BUILDING, SEE UPC APPENDIX IIIA.
5CHVIAT I C WA
NOT TO SCALE
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 t0 MATCH EXISTING AND/OR COPPER RAINWATER LEADER.
DOWNSPOUTS SHALL TERMINATE BELOW GRADE t0 A PERIMETER 4" DIAMETER ABS SOLID
DRAINPIPE. RUN 4" DIAMETER (OR SIZE 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 15 SUFFICIENT GRADE
t0 INSURE FLOW t0 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 ABS 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 t0 CARRY THE WATER FROM THE SITE t0 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.
SIRE 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 13D 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.
NOTES:
1. REPLACE DAMAGED OR DISPLACED CURB, GUTTER AND/OR SIDEWALK
ALONG THE PROPERTY FRONTAGE. A CITY ENCROACHMENT PERMIT IS
REQUIRED.
2. 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 t0 BE LAID AND/OR
CONNECTED TO THE SEWER MAINS.
3. A PROPERTY SURVEY IS REQUIRED IF ANY PART OF PERMANENT STRUCTURE
INCLUDING FOOTING IS WITHIN 12" OF PROPERTY LINE.
STORM WATER NOTES
I. PROJECTS THAT CREATE AND/OR REPLACE 2,500 SQUARE FEET t0 10,000 SQUARE
FEET OF IMERVIOUS SURFACE (EG., 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 MEASURES) 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://wwwburl ingame.or/stormwatercievelopment.
2. DESIGN MEASURE: DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED
DOWNSPOUT.
3. PROJECTS THAT INVOLVE DEMOLITION OF A BUILDING WILL NEED TO ENSURE THAT
POLYCHLORINATED BIPHENYLS DO NOT ENTER THE STROM DRAINS PER MUNICIPAL CODE
15.15
TA5LE NO. ,4-111-A-1
MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS
FIRE AREA ;square feet}
FIRE
FLOW
[gallons
FLOW
DtJR. OW
ATION
X 0.0929 for m2
miperrel
{hou(s]
Type-F.R.
II-F,R.1
Type II One-HR.
III One-HR.1
Type IV-H.T.
V-One-Hr.1
Type II-N
II-Ni
Type V-N1
x 3.785
for
Urnin,
0-22.700
0-12,700
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
3,601-4,800
11750
30,201-38,700
17,001-21,800
10,901-12,900
7,901-9.800
4,801-6,200
2,000
38,701-48.300
21,801-24,200
12,901-17,400
9,801-12,600
6,201-7,700
2,250
48.30159,000
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
25,501-30,100
18.401-21.800
11.301-13,400
3,000
83,701-97,700
47,101-54,900
30,101-S5,200
21,801-25,900
13,401-15,600
3,250
3
97,701-112,700
54,901-63,400
35,201-40,600
25,901-29,300
15,601-18,000
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
46.40152.500
33.501-37.900
20.601-23,300
4,000
145.901-164.200
82,101-92.400
52,50159,100
37.901-42.700
23.301-26,300
4,250
164,201-1;83,400
92,401-103,100
59,101-M000
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
32,601-36.000
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
43,401-47,400
5,750
295.901-Greater
166,601-Greater
106,501-115,800
77,001-83,700
47.401-51,500
6,000
4
"
115,801-125,500
83,701-90,600
51,501-55,700
6,250
"
125.501-135.500
90.601-97.900
55.701-60.200
5,500
"
135.501-145.800
97.901-106.800
60.201-64,800
6,750
"
145.801-156,700
106.801-113.200
64.801-69,600
7,000
"
166,701-167,900
113,201-121,300
69,601-74,600
7,250
"
167,901-179,400
121,301-129,600
74,601-79,800
7,500
"
179,401-191,400
129,601-138,300
79,801-85,100
7,750
"
191.401-Greater
128,301-Greater
85.101-Greater
8,000
PUBLIC UJORK NOTES :
I. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS PLACEMENT OF DEBRIS IN STREET, CONSTRUCTION
PARKING, WORK IN SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO
OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK PORTA POTTY'S ARE NOT ALLOWED TO
BE PLACED IN THE CITY RIGHT-OF-WAY. WORK WITHOUT THE BENEFIT OF AN ENCROACHEETN PERMIT WILL
BE DOUBLE THE PERMIT FEE.
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 t0 (1) REPLACE ALL CURB, GUTTER,
DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND INSTALL A NEW 4"LAERAL, (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 RIGH-OF-WAY.
4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY
HOLIDAYS BETWEEN 8:00 AM AND 5:00 PM. THIS INCLUDES CONSTRUCTION HAULING.
5. PER MUNICIPAL CODE SECTION 18.08.090, NO STORM WATER OR UNDERGROUND WATER DRAINING FROM
ANY LOT, BUILDING, OR PAVED AREA SHALL BE ALLOWED TO DRAIN t0 ADJACENT PROPERTIES NOR
SHALL THIS WATER BE CONNECTED t0 THE CITY'S SANITARY SEWER SYSTEM. REGARDLESS OF THE SLOPE
OF THE SOURCE PROPERTY, SUCH WATER SHALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM
DRAINAGE FACILITIES BY GRAVITY OR PUMPING.
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.
8. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER
POLLUTION.
9. 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.
5UILDING NOTES:
1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING
ISSUED. PLEASE CONTACT PUBLIC WORKS At 650-558-1230
2. RECYCLING AND WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED AND APPROVED PRIOR TO
ISSUANCE OF BUILDING PERMIT. CONTACT JOE MCCLUSKEY OUR RECYCLING SPECIALIST AT
650-558-1213
3. DEMOLITION OF A STRUCTURE REQUIRES YOU TO OBTAIN A PERMIT FROM BAAQMD AND REQUIRED
SIGN -OFFS FROM THE WATER, SEWER, AND PLANNING AND RECYCLING DEPARTMENTS. THE DEMOLITION
PERMIT APPLICATION AVAILABLE ON THE CITY OF BURLINGAME BUILDING DEPARTMENT WEBSITE, WILL
NEED TO BE COMPLETED PRIOR t0 BUILDING DEPARTMENT APPROVAL AND THE START OF WORK.
PLEASE CALL BAAQMD FOR QUESTIONS CONCERNING OBTAINING A PERMIT FROM THE BAY AREA AIR
QUALITY MANAGEMENT DISTRICT. THEIR PHONE NUMBER IS 415-149-4919. E-MAIL AT wwwbaagmd.gov
4. A STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED TO BE OBTAINED BY
THE PUBLIC WORKS DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THIS PROJECT
FALLS UNDER THE CATEGORY OF A (TYPE-1) SINGLE-FAMILY HOUSING PROJECT. A (TYPE-1) IS ANY
ADDITION OF A P T OR 2ND STORY ADDITION ON A LOT UP TO 10,000 SF. NOTE: AN INITIAL FIELD
INSPECTION IS REQUIRED PRIOR t0 THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN
THE PUBLIC RIGHT-OF-WAY).
PUBLIC LORKS 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
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.
10 WIDE 71,47.
ALLEY (CR0623)
�AtdFtA R E -
MANHOLE
IPE WOOD UTILITY
SS B
GUY ANCHORS
SS
E
SITE ADU NOT
•
PLEASE BE AWARE THAT THE SANITARY SEWER LATERAL
FROM THE ADU SHALL BE CONNECTED TO THE EXISTING
LATERAL ON PRIVATE PROPERTY SIDE PER MUNICIPAL
CODE 15,08.050, NO SUB LATERAL TO THE MAIN IS
PERMITTED.
A SEPARATE ADDRESS t0 THE ADU IS REQUIR
ED:
a. IF THE ADU IS ATTACHED TO THE MAIN DWELLING UNIT, THE
ADDRESS NUMBERAND ADU NUMBER SHALL BE V161 BLE
FROM THE FRONT OF THE HOUSE. ACCESS TO THE ADU
FRONT DOOR SHALL BE LABELED WITH THE ADDRESS
NUMBER
b. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE
ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE
MAIN DWELLING UNIT ON EITHER A SECONDARY MAILBOX,
GATE, OR NON -MOVABLE STRUCTURE VISIBLE FROM THE
STREET FRONTAGE At THE PROPERTY LINE, AS WELL AS
ON THE FRONT ENTRANCE OF THE ADU.
I. A DETACHED ADU MUST HAVE A DEFINE AND
VISIBLE PATHWAY LEADING TO THE ADU WITH
PROPER ILLUMINATION.
c. THE SIZE AND LABELING OF THE ADDRESS NUMBERS
SHALL BE PER THE BUILDING AND FIRE DEPARTMENT
MUNICIPAL CODES. _ _ _ -
(N) WOOD FENCE
S 34°56'00" W
120.11' (120.00'
CR0623)
CLEANOUt10
CLEANOUT
NOUT 1 r
�S1
ASS
SS
SS
SS /
SS
S rrr
18" REAR rr
2
28)
SETBACK
S
I..
..........
2 .................
D
18" SIDE
-
2
_ ........................
..............�..................//
....... .............
SETBACK
0
.... ....
..
1..
.../
ADU....
NEW-ADU.
......................:..:...
.
0
1
_
I
I
.... ...
FFL EL - 152.50
� . ................
I.........
I....
�1;2
TYP:
Ln ...................
w\
.
...... .
I
I
g_
..
. . . . . . .
1543
SIDE
5E
A
K
p5
i.1
}
---
..................
-----1--..
.
D
L
....^ ..........
I
2
f....
FFL EL
. 152.0 ... l
I
I
I
0
I
I .................
. I
X150.1W
�...................I
I
\ I
LEL-
ALB
(N) 4" SEWER LATERAL -
TO CITY CLEANOUT PER
CITY STDS.
(E) WOOD FENCE
TO REMAIN
(N) 200 AMP.
ELECTRIC METER
5.6't
ADJACENT
BUILDING
BUILDING SETBACK
ADDRESS
SETBACK
2609 HILLSIDE
22.6'
2615 HILLSIDE (SITE)
28.6'
TOTAL
5L2'
AVERAGE SETBACK =
25.6'
50.04'L50.00' 8 M 28)
6.1't
141.E
(E) 4' WOOD
FENCE TO REMAIN
(E) CONC. RET.
WALL TO REMAIN
�TB MM
CP-6 S IKE
EL: 142.) 4
a
WATER
MATER
141,E
141.8
T.O.C.
n n •
■� ■►.� ►■ram i
A ■■ rr -� o ■per-�e�r�a 1�!el
WATER >I/
ALVE V
■
�2
ti
pl, W I I'M I 'a P.4 WINNE PR W, _19 17 pi MAI
x1447 6I l�r
9
W
J
I �
EL -)v I\
I
I
A8
W- 147
\ \
L-146 ro
LO
� 0
� � L
W ` 145
144EL-
�_04 _(50.0 8 M 8)
N 34°56 0" E
W I 1 (N) CONCRETE SIDEW> LK
CD
/ I
W /
1 . 3'0 TREE I
I�i� ` Q l
(E) WATER
METER T0--
UNDERGROUND / REMOVE/REPLACE/ALL CURB,
LOCATE GUTTER, SIDEWALK d DRIVEWAY
GAS LINE APRON PER CITr STANDARDS
■
SITE DEVELOPMENT PLAN
SCALE: 1/8'=1'-0"
N
LOT 20
APN: 027-193-060
1330 BENITO AVENUE
SS
- SANITARY SEWER
-MAWOL-E�- 50.-
051
(N) 4" SEWER LATERAL
154.3
STORM WATER
RUNOFF DIRECTION ,
to 1
cn
cn
0
0
0
rri
00
K
N
w
x152.5
152B
ADJACENT
BUILDING
(N) WOOD
FENCE
TRASH
AREA
MOTOR
GATE
\
`
-150�
U
z
550.04'
\
T I
m
1
\
�
\
146.3-
J
V
DRI AY
'
APPR ACH
1463
/
T.O.C.
HILLSID DRIVE
80' WIDE RI HT -OF -WAY /
REVISIONS
BY
PLNG PC1
01/03/23 0
PU
PLNG PC2
01/23/23 0
PU
PLNG PC3
02 14 23 0
PU
U
CA
W o
�ZO
00
00
U
Mv-1
W �pM
Q �P4
o
Li
B �
o
3 �
>w
�.
cn CIS
->
0 W
�Q
bA O N
-�
z 7=�
W o c�
U o
-� o O
U
CJU
0 �,, r:
(D 3un
�•
10
c> C2-cs
O O O
r7S-'-�
cs +,3
U
F_ o -�
cd
W
0c)
TIC
ZV1�
�
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A0201
OF SHEETS
FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
N
PATIO LINE BELOW
SECOND FLOOR PLAN
SCALE: 1/4"=1'-0"
N
REVISIONS
BY
PL G PC1
01 03/23 0
PU
PLNG PC2
01/23/23 0
PU
PLNG PC3
02 14 23 0
PU
CA
W �
00
W �pM
0
CJI 3
>w
an 0 g"
�
-
U w
O
F:D
y
g
N
U
O
9 N
s-.
O U
ocon
o �� ;A—s
3
cc3
F—
W
u�u �
V
H
W
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A03
OF SHEETS
� �4 � \ 1�'� \ f' w
��\ � �� �� � jai �� � A w
i
kr"`$
�, . i
,��, t
��
x
��, .„;
1�'
i
� �, a €�,
���
P
> 3 _ i
g.,5' � � � +.i �� flli ��'S P P 'A P'R Bi7T-7r�
.w�,� � , � � �� �
i I
� k f
j ..e �;, � � i.�a aifr y
�'r 3
-; _.
rip � � � .u' s
VL ��y,��.�VP� �� F "S� i,��'�[%'�� ;K tl �.,,,„„�+�'`=`� ,rye
��S :mm_�� ,E!T�'��, -.,r'. '_„s'�i, .ti�.� �lik.�. �f>.�:ax P. �<„���� . C��+���sU,i��', �,�u\
,�`' ��� a �; ��
� �` ° �f �� � _ � SDI/ � � •`? ��
P^a � C.
r
r
lli'I Y E r R n. �-
�1'�ak�tk" i � � �� �
1x
�� r f�,� � fir ,� �
- � 1! \ � �
�C ��.���
�y, �' f
�.
'
��
-
.�`'
.� -
_
,-
�;
-_
a�� -
�,;.�
� '�
Y
�:
.t S��N
1, ..:.v ✓
� , , ��
.� . ,- --
-� / � x
*r �
Y° A
l.p �".
y `' t � � � � - � ,y� �c r , ��
a
yt , ��
�, '��
S. r le �.,.u> �� �'
c �»� � � _�
"+� � � ,
F . � �
,� } � �'�'� k '31 � � 3 �, e'��i� r 1 � �
,/ � _,.�
� �' . �
..�"'� '_
r
ay ���� �5,Tgz Si '�� 1;�hM '�;r
? _ �n F7c�caiT y � �, �," t
d A ' 9.. c;� !�s y�( 3
� t�i%F�
t�
q1
_
y y�
#
��'
•
d-_
�
j
,� �•� r ,,� �� ��hD i ��F fit'
r grip �� r 14 i P i� � � v
i
v ��a
_ rn ,a„,r�
,. �r: � _.
' i i \
yaw\y:x ��� J.i,�q �.�e�w, x �„ . „. ,.,. r: _ - -�-_ - - --
u � _ —
�_- _-,
e . .... --vim � -�. - ��� � _ -
..w _.. ..... ,�.� .�.�. y..y,�_�-_-- _ _4-z ��� ._,-�; ..._ . ,- _ .-,_ _. - �- -
1 ���
--._.m_ _.___.:--- w ..._,. ._ , __... .�,�.. -.: - .. -.. ,. - _ ... _ .� -
�r,-
-- __ _. ,...._ _r .. _� .. -. .._ __:__ _. ,_ .. _. _._ ._ -: _ _ .,. .� ..-_._ -- _- _ .-tr
��
s -.. _., _.. ..... .. _. .. .:� ..._- 3.. .. �,�. �--��
r _ .. _ _.._.-__.
_�_... _ -.�,_ -.. ._ .. _ _....�. _ � �-�t.- ..- -- - __._. .__ �. .._.._-..,-_ __
-. _.- -...._ __ - - _ ,�.-. .. - _ _ ..z�->> _.._. _ _._ �._.._.. _ � _..._. �,�-�
_ .cam.. ,_.�. _�_�-_� ._ r_�._._.�-'
r ,
' T<_ a s�
�— '�>. _
'�,.. ,;,..: � > zh �f . ' .!�' . ,,. ;+�r - � yr' .\p -
_ � '
-- � f
�=-•
�X,`
a
�'
y
� +, �'
V �, �
,
. w �' _ -. � er- �,. �-� n s r'\r .sy . �i�lpl.�•� '� r • \3,,,}�' .i � x+t*rs
. '�.. ``
_ W .. ? �~
•�
mYV
���: �.t� ��� .,�. Ems,,: r-s� .. . a _�.� . ._, - .1-�.� . � _ ._. axi���'1��Vi�iv. �a _ ,.,�,...er� _,. _��- .. ,`;- _ _. ,�'�� �,
v
` � � � ; �a �, � +` � %�I off- !
i< & S���rd -
a. ��L'I 1 � ems+ _ t
a �dA
�y� `a- ;:lY/ �... mat.;. .ems _
1 //
�� I
i r
_ ai +� � t
r ve ram;- - �-i,, - � .X ,�.�'
a } � �
I _
;:
} , a dr �\ , �yh 1 1. i� � . �1
} . \� ,. �, � � . ..I, `,
�• � 1, ll.. \ M'e
.3 .`�. _Sr .e. i'X .r � sv.., ..rvtHF; y ,�1f h'*. � r:�i.� ,
-7. � � ,a7r-: ,�� yy C.V !' a.n,r i 4tMgltrivo, � �:.
:..� -. • � -�. t
` � �--. U �- � k y''"M�✓ fir +i F r� a �) i t r;,y } a
a +' A"` ti� t/ � ,� __a r 1. �E, a• �h r Air '� 4 7 nl4 f `�I ���Sk4V+ x11 Plr 9i 5 �� � ��r
� �,k k� a�' - �e . � a S r,ji��tlq� }jta h�a'�` �aV`N}� ��'iS 1 1@� )
�: X,Y w{ r, �� �� � d eM�. °7ay+l rui ��'W�'11 i rj � Z`1' ���}I } �� i }1
�1�y r
p :,. .,�„ n.},J�^'4� r�?--"s,- t �4�s 5�"'� � flu 11 `r`dr'� r �v'�1+1 g�aPi-' ""����
��NF ,� <''�� I�krl..�Uk� a� � � �f^ a� $�'yrk� r 1,%',
�" - .S-I HP � v. ��� ',P,,�,�s�P �Y 5 j t 5v1��w{{� h � k i �y1`�
r�>..
t 3e �,.ya, I � r � u a,
1 f �r}��i�r��� %''�°gy5'-�'�i �P`MU�`��5'��t+�PF" �\��e�NA>�'��a
" k y,�� Q
_� :,�'+ .M� .r ��1 iRhiA��4'!4�^tl�i.Y:a��`��; .r)1,� i�AjS�I '+��dE�\�1,+�ir,��il'p�)r s�
�y C� q { ,� iw�'�' n +aA k?> ,
ss. '�&' � �s�,�g. ,�"dr� 4fr?�� � w� 1 €-� :e�4`�°r d �V� ��\ 0l��i�`X ,�} !/�� a�'y -�
_ - e'. y �';.r 's y, c ,x., ' � Ar � n > w r r i �♦ ` trr r r 1 fl° h 5'd �.i�''�1'��,
.� ss ^� � _e ` � ' :j�, d �U 1 . 1 la � ,,.� Xiad �+am'1 r , k � � * � �°,
�` �' �rw'. + Pt'M1�,G Er °ja �l1 � �h�, �%",'rr 5/r� Slt� e^r }i�Y♦hs:.
. }�r _ Y * ;'%:�� 34� I" r�?.n9} 3e'� �,a`S 5� �! � � tr �d l,A� 5
:� , - � � ;, �. � � `°` ;� � n, � `a�?w � °u r�,b �p;p� M � iv�v�m`l�i���@���I x„ «ve ,it 1(a0 I . {
fi.. � r r � r � � .X a , A P� i 1 U �` 59a �) r
X>i�L _`iY." �� r '�''' o �e►�6S Xirr't i ky„ �+«�k�\ �1\rit���'�t��'��+"���y+�
�` ��� � � I "8i g�
�� � >r � �� � % '� ~i`p l � .s:'"w' � � ` � ,i'�'{St �,�5 yy1��X' 'rr4'�r "�
"dd � x uSs�. � d'�\1 :1; r I. �\vA."''��Y //
�� ..... ,—:.. .. �w .'"' ;'t'':'1a�m. 'r"4, _ "� �'.��. � �(1';'a�ii�"oii"7�°r't`�fno�:
+�
azs. ;
'�v,�a
e ��
�t .
>- ># r �
r� „'.
� �:.
;r•:
�5 t Ir��, +'`� d r nr�hill ^Tr �� v };Y b,�r �^6 �' 1g4 l r r 5 ,f r iha '1 f s ,, ;� 1 �911�(f/ r�fi{' 6.
h:' � e E:... r { 5
...,. -.
' �} s .� a _�. __. � :. � i�/ r^l,,��lr! ''dn4+cq }i � �'q` o x�r 5., t 5 1+ .; f,..o„e�@ �' +� � �;, ,:pk'
.. ��,� F', :'._,�, .:'°a iI ( G+ ,.,.;. 5 rr!}:�.r 5r krt ;A �,�f'", � ��,9�+111 .r' 1 2w d" ti.ld�`rhykt,\�� ri,'1 li�a4k II)l;�b4.
d �
:. �.> t^�',.,,J�.i� `I,w�� ,.� Ip✓ ;"1'A��'y�lk„kld�le., ��fx;k;��aik�:�1��. u,d�h.i���: ,.
_ r r d r J �G a ... �.,
'• � it'e 5�11) ,�J,1,.
_ ���.5 +� 'S;. V\���' �1;� \�A`}1.. :aye 1 N�irfAa;'U6k .aus�' 5� A q�; -.�`�
r
�� a. ,
55�'la�>Ana � � "'' \� ����/ d ri��a�lnl��l�i,d '�.
r _A ��I,�e,6 AY�fa - � - � ^� .� lZ, d 'i�: rl a v di ^ *`5�-�,.'�., tr ,r y •...; i5 ; v�, ,
;�.
�1 5 ;u
- ,
r.
,,
..:.. >.... ,a..,, ,. .,. .: .: ,_ .,.,:^: 9. _�. .. ,:-. ,r'' ..,l�M are c
•..... ... .,,.. :. ,� ,.,t. ,,, � a. :. �. .,...
,.
h :. 5 r
'... .. -'.� � .. a ...... .. a .. ... ,. ,., d _.: .. ,... .:. f � .. , .., �.' ., .. �><
.. .
,. ...T r ,. .. ,_.,.., '.: .,. ,... .. .,:.. �. ., .::: �. .,. .�... .. .,, , .. ., r.. .... ,a_
lr .. -
.. .; ,. .r... ... '=,ra
.�:. ..:..,.' .. S. n, '.:;;. 1.. 1, ...,. .n,. .:., ,. , `. .. :., ... �.:. .., �_�: :,.,
. , .: .., ,'; ,. r :, ... � ,. , � u,
e � , ,.., r.. , :, �: .;, ,• ,,,., r r r �.I.., ,, �.
.. r .. ,r. ! ,: 1
,. ,. r , �, .. a � r, �, F ., ., .,:
,.. i � ..,,. 1. .. . ,. .i .': c .. .. w '. Y�. x. .., � .. ... � � ..
1 � . , . r. ., r . , ... f . . t .11t
� �'. ..,� ...a. .: i.. ,.. a ,. . �.., �. � ,. '. w.:. ., �.. '...+i y,.
r. .� .a.. ., ,+ -. .. ,, a ..o. r ..5 ,--.;�:;q
....,. .. ;.. .. _. .. .. r ,. _ ... � �. r, �. ,... ,., ., , ., .. .,.., ...
a,., � ...
r drd ..,,r. La '`',:;i �t ".,:. „ b.i ` .., ,. -,.' �' t - y { -, b a c,,.� } k�,; r.! 1 ^ w`^ v,e: a � � �i �� t ^i3 ! da :�'� 0 � � �Af � � 5 /ra, ?,. a }+ .[ prA - �, a :�,� k�.ls,, nr t " 'v ,
e } ! �:
,'
°5,1.:" '' ..rP. r .:�.;, .., , . , ._ ,y....-... .' - :. `:', .;r , )': � r y r ,t i * v :�r 5/ p{;.+}4 � }��� � r .5r� 3 d a. a1,. < rd ,M1t a �,..
., ,
. � ..
P',\
„ �:
i
.. .. .., , .. .. i. i .. .,, .... ., .,. ,:. .,. r, -.. � , . : .... , ... .i ., . ..:: ..:i�
.;, r \ „' .. K :, - ,,, ,+,i :.: ' .. ,.-„ ,. ....: r,.,�x, \ e> fr, !" d ,,: a r 5 ((..;^ ti5 ,.�i f. �.. C 'r i5r rt 1. ti yyX, r � d 4 v hs.4d}%E; ijf 1
.:,r � ...: ,,..:,.:� �� .. �.,,, ,• n,.., ,. .��: ,,,, ... XN-.-.:' ,.,;,5_ ... _� _- kr .5 sf �• : M'.r 1, } lf;1 1 \ 4 4"r ,r� .irday�.r ,�� !.�y
i : „N
.. .. .. ,. ... ,. ,.. , ... , 1. ..... ,, a .. .. .... .. .....� .. .�. It �. 5 .. .. a ,:. :.,: Y }i
... .., :.. ,..t. . .. .. �.. �. . .... k,. n , .,. n.... ,. rt rr h � .. t. � , .., . i... ,. ,. . ...
..:.. ,. ., r. �. r .., _.. ., , e ,.. ..r .. rr.�. ... i.f ,,
f � ..�
v r 5 s h i. i a r k�: .?a
h e r `�i i is � -4 v
r 1 r l e '� a c
,.. ., r
d + J f rti i t
'S; r(, i -fib N. :'�,� -r .�:-
i" fi a
l:? r 1 4
;� ,. -..
- -: �. „. ,.. r '».. ._., _ , ,.: -. ,� - a '<. �:�. ,:,.. , . >� r '„j r' ..�>: A. � ;1,R,
r
..
,.,,
V a ,
/. r
•:.... .... ... :... 3,. ,1, ,�. ,. _. „ .. ,. n ., ,. .e ..; _.,. ,.. ,.. „ ,,,:, ,... r!- F N, ..f h. 11< 11, alu
.. :... � r e , ,... ,.
,., ..w :, ., , .r. ....... r A :.�,: .. a, ,. r. .�.,: „�.
r .. , t r �
,: ,
,. ,. � .. � � ., _. ^i. , I 1. .... ,:. r. .. Av ,,..,•. ,.,., ;; .
�,.,, -,. ,. ,. .., .. ;,. ,. sir: .. .. ..n '. ,.t ,r, .5 ,: -, _, ,.. / ,,... .
,. ,� ,,, ... .. .! a .:... ,1..,., .. ,. ,. ,. .. ..- .,,. �. ,. ,. .. ,.. . r r. t
\ �,....' a ,.,.; ... ,+:,&r�+ -':: ;,•: „r:.:.,r r+,R( .,,'::„. a .5+ +''' ;r, o ..�. u- 5 ,A,:.t�, �.� +,. d. ru. dde! e ,k. M5'n �,.ita -.+. �q`1!, -.f,. k,a�,. „„��rr6, u�Qir,u„�'"
,i4: d � all.. y,9 .'i q? r } a 5 4 �� ��a�?^9 rA o-,�t r rr 1 5 d dj�4 4�? d r d-nr (Dil A:. k. '.r tX"t:,,d J,� .R .��.5 9fjr,,d/ ;:lann'�aA44u,: -
Y � A e:
5 a 4
> :':w ! t..:. Ir
.a.. -
s,._�r .c ,h ..., � .t s r _s.. ,..,. ,., ....,. ..., .,, ,... r �.... r �.,
-_. .. .. ,x,,, ..... �, .,. _ .� i,.,d� ..ae.a . •� � ate_.,, �.,e � tki �r r,�„ •a ��, rs, .��.,�l.Jal�iT
�,�
,y€ �.
�,
� �d
�� fir, ,
i1� � } � y
�, � r
� t
3 rlH
:, r Y J F �r.�1 y
f h4 I4
�a �� y` �4 �4 .
... �� �.
d
1;. a :'�
� .�
fi.�_'I'�1 �1 ��� "' �C
f
�_
r
' I�.
r _— —__
/ I
_�..�.;�
a
I
P« �. f
4
,
n ..
�..'r
I
r. � :
I _
4 I II
i �_ � �
.T, d
��
*q� y� ;
.5 Y 9R� f ,� -_r�
S >lY
_ �
��r 7
�IT��.
-..'s .; .
., s` .
r 9y 4e r'
.`l.
h { �:
ar. .
^ J
1l �.�
j9i
^"^
I
C
s•
ra<
'� r;
a �
��r ^�, A
r: � = _ 5 ,�
� � ;
�� � �,m._ � � r
�:
,r--. '
��
t
�.
S`�
�f—�'-'—�`-.ems_ _
;- ��
� -
�� _ _
_,__.�, '
��
--
,
d•
T�
__mac' .� .. -.-L __�. '_ , � ..., `:�
�-r_. _ _.. -_ - - -
. .
c� _s
s _
e90111111MUM
MAIN FLC
EL. +15�
D.N.E. 145Z5 = 150.1+141.6
2
COMPOSITION
SHINGLE ROOFING
LLI
2X WOOD TRIM, TYP_
Lu
U
� O
m
1!,o
EE%,,
9
]]a
ALUMINUM WOOD CLAD
TRUE DIVIDED LITE
CASEMENT WINDOW W/
DUAL CsLAZINC�
(N) GRADE --I ADDRESS, — — — — — — — (E) GRADE
LIGHTED
LIGHT FIXTURE, 40
STUCCO, TYP, J WATTS MAX.
WOOD ENTRY DOOR,
PAINTED.
FRONT ELEVATION
SCALE: 1/4"=P-0"
RIGHT ELEVATION
SCALE: 1/4"=P-0"
r
I
I �
I o
I o
I Lu
\ � 4
Aw
I
I =
I �
z
I
I m
r
I =3
CV x
101-011
SETBACK �p
I
ol
D
N.E. 153.4 =1543+152.5
2
Cr.O.C. =146.3V
DRIVEWAY
T.O.C. 144.05 =141.8+1463
1 2
TOP PLATE i
UPPER FLOOR
PLATE LEVEL
MAIN FLOOR
EL. +152.00
I
REVISIONS
BY
PL G PC1
01 03/23 0
PU
PLNG PC2
01/23/23 0
PU
PLNG PC3
02 14 23 0
PU
U
W o
�ZO
00
U O�
W �pM
Q
�D0 o
QU�
um�
0
C8 3
>w
r� p a� U
conc>
2 Q
o
W
9b
�:D
y
C U O
3
-C'3 o oJ.5
cn
�^ o
3
N
(D 3up
U
t5
110cn
o ;
a>
3 C
N�+ r7S—'-�
cc3
U
F—I O "C
OU cd
W
u�u �
V
H
W
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A.4
OF SHEETS
A•- -
i 110
MAIN FLOC
J` EL. +152.(01
141-1
REAR ELEVATION
SCALE: 1/4"=1'-0"
1..JL/1 1 L/1 JL/ r 1 1 1 1 V l
SCALE: 1/4"=1'-0"
E. 148.85 = 15(0.1+14l10
2
REVISIONS
BY
PL G PC1
01 03/23 0
PU
PLNG PC2
01/23/23 0
PU
PLNG PC3
02 14 23 0
PU
W o
v� O
�ZO
00
U O�
W �pM
0
3
>w
U O
cci
�^ o
4E
N
3
3up
t5
U
110
ul
un
o 4 ;
>
ai
cc3
W
V
H
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A05
OF SHEETS
f
PLATE LEVEL s. I
_
�I
ua
_
a
x
� I
ADU
EL, +15250
9'-( I1
SIDE SETKBACK
lN) GRADE
(E) GRADE -T
16'-0" MAXIMUM HEIGHT LIMIT
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
COMPOSITION
SHINGLE ROOFING
3
STUCCO, TYP• WOOD
SLIDING DOOR
FRONT ELEVATION
SCALE: 1/4"=1'-0"
7f=, ROOF PITCH
T�
12
7
7i PLATE
�am
0 1
lo
18" SIDE
SE BACK
ADU
-- --- — ---- ,—� DEL, +152,50
2X WOOD WOOD DOOR,
DOOR TRIM, PAINTED.
l C/ 131�1'�VC I
RIGHT ELEVATION
SCALE: 1/4"=1'-0"
2X WOOD WINDOW COMPOSITION
TRIM, TYP_ SHINGLE ROOFING
16'-m" MAXIMUM HEIGHT LIMIT — — — — —
rl— TYP, ROOF PITCH
12
i
J
I
i
�
I
�
�
I
I
J----------------------------
STUCCO, TYP•
(E) GRADE J LIGHT FIXTURE, 40
PAINTED WOOD WATTS MAX.
GARAGE DOOR
rcH
ALUMINUM WOOD CLAD LIGHT L WOOD (E) GRADE
TRUE DIVIDED LITE FIXTURE, 40 FRENCH DOOR
CASEMENT WINDOW W/ WATTS MAX. (N) GRADE
DUAL GLAZING
LEFT ELEVATION
SCALE: 1/4"=1'-0"
_
Lu
aw
mZ
-o
�L
m
.a
I
IS"
SETS
REAR ELEVATION
SCALE: 1/4"=1'-0"
39'-011
101-011 29'-0"
1r� II A
ADU FLOOR PLAN
SCALE: 1/4"=1'-0"
N
REVISIONS
BY
PL G PC1
01 03/23 0
PU
PLNG PC2
01/23/23 0
PU
PLNG PC3
02 14 23 0
PU
W o
v� o
� �oW
00
4U�
W �pM
U �
0
I
3
>w
�o w
U w
O
F:D
y
CIS
w Q O 0
N
3
CU
t5
U
A o
3
cc3
F—
W
OOO
I —I
�
W �
�
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A.6
OF SHEETS
TOP OF RIDGE
ATTIC SPA E
*TRU51 5Y 0714ER5
CIO VAULTCEILI G 70 (R 38 INSU ATION QUIRE )
TOP PLATE
MASTER'S HALLWAY TO HALLWAY TO
w BEDROOM MASTER'S BEDROOM BEDROOM 1`3 AND 114
/ AND WALK IN CLOSET \
"' To To
`
/�� �-----------------------� II
� II
i� UPPER FO
PLATE LEJE
DINING AREA FOYER PORCH
GREAT ROOM TO TO TO
KITCHEN M
19
I
MAIN FLOOR EDLJ EJD
=11 1=1 1 1=1 11 1=1 11 1=1 11 IS" MIN. CRASPACE
1 I' UIL_ 11 11' 11 11' 11 11' 11 11' I_ 1' 111=7tt=tht=-I N —I I-
-I
III III. III-III=III- = III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —I— -- � r
1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III IIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III=III III=III
III=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1 III=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1=1 L
(E)GRADE-----��\
BUILDING SECTION A -A
SCALE: 1/4"=1'-0"
1(o'-0" MAXIMUM HEIGHT LIMIT
TOP OF RIDGE TYP. ROOF PITCH
r
At IG SPA E
REVISIONS
BY
PL G PC1
01 03/23 0
PU
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
Maintenance and Parking
❑ Designate an area, fitted with appropriate BMPs, for
vehicle and equipment parking and storage.
❑ Perform major maintenance, repair jobs, 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
A
❑ 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!
POLLUTION PREVENTION
Painting & Paint Removal
Painting cleanup
❑ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or surface waters.
❑ For watcr-bascd 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
U
z
W �
�zo
o
cn
au N
U
Con
W �pM
U 44
N V1 H
0
�o
3 Cd
CIO
>w
CIS
¢ O U
CI.
CIS
e�-�
c> 2 O
�W
D U w O
O
yS
U O
oo
.
110
A Ln
C5 acEd 3
8
W
Qw
wQ�
�N W
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
Nel
OF SHEETS
I
I
I
I
I
i
I
I�
C4
�
I
I
I
I
I
I
M
I
I
I
I
I
I
/ I
I
11'-611
I
I
I
I
PAT O
D12000 BI-FOLDING
BUILUINcx LINk ABOVE
I ' II
2- o o LLi LA
I
I
L-------- ----
�oo
IEN o 0
I 0
20'-6"
Ern
OJJDE
v \� 15
FOYER
I
-0" 14'-6"
I
I-r f=2
I
I
8'-6" , 14'-6"
MAIN FLOOR AREA CALCULATIONS
SCALE: 1/4"=1'-0"
1 1,4IN FLR FLOOR 4 ,4:
4DU (NOT COUNTED)_
4 13'=0IIX13'=011
5F
4 12_'=011x(0'=011 =
12,00
5F
5 22,=011x1(0'=011 -
3(00.00 5F
5 11'=011x15'=011 -
255.00
5F
C 14' = 0 X3 011 =
43,50 5F
TOTAL ADU FLR AREA: =
321,00
5F
201=011x13'=011 -
2(o(o_50 5F
111=(o11x2.2'=011 =
253,00 5F
G,4,4GE:
F 2_2_'_0llx1(0'=011 =
3(00.00 5F
G1 12'=011x21'=011 -
252.00
5F
aI4oIIX13i40IIII =
11 51=
G 101=0IIX15'=011 =
150.00
5F
I 1= 0 X\ = 0 =
ro a.00 5F
F1 a' _ 0 l l x51.011
TOTAL GARAGE AREA: =
402,00
5F
f2 F1=011x,41_011
f3 14'=(o11x(ol _011 =200 5F
= 0,00 5F
«O BI = 1�1. 0 5F)�1
N 1=1=
1(o4a.00
5F
UPPER FLOOR ,AREA:
+
1/3roa.I5
5F,C,
MAIN �IN F1= AREA: =
1,�5F4a.00 �
GARAGE AREA-
402,00
5F
I
I
(01.011 =
A 1.4 0 X(01.011
al.00
5F
lu
5 23,=011x15'=(oII =
356.50
5F
GfRAND TOTAL \LCC�R A\R EAcn e
G 11' = 011 x9, _ 011 =
99,00
5F
�.
�I
251=01'x141=011 =
350.00
3F
l
E 20'-0IIX10'=011 _
215.25
5F
F a1=011x211=011 -
21(o.005F
13
45,00
5F
I
TOTAL UPPER FLR ,AREA:
= 1/3roa.I5
5F
cYl
w
10'-0" 1, 11'-0" 1, 12'-0"
ADU AREA CALCULATIONS
SCALE: 1/4"=1'-0" 12'-0"
Ill
�I III nlf`I/_ I If`IC RCI Illll
I, 14' -6" ,
L PORGN LINE BELOW
UPPER FLOOR AREA CALCULATIONS
SCALE: 1/4"=1'-0"
REVISIONS
BY
PL G PC1
01 03/23 0
PU
U
CA
w
O �' z
�
SOW
z 00
a� N
U
W �pM
0
I
�o
C8 3
(a,
A
Q U1
y
-� o o U
_
w o
3
CU
N
n�. a.)CO!,
O
N
o
conC>
Z
3
,O
cc3
W
Q
000
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
AC
OF SHEETS
. . 0- - 0
Ilix0l' O 50TTOM
NJ
-q NOTE
Tx- kdfl
s'�"- �=E�`ToF
II II-1II-1I1-1I1=1I1-1I1=1II _I u II1=III:
III
12I-
`�`�
I, I I -I 11- -III-III I III-
12 2 "x12" PT. RD KICKBOARD
"
FINISH GRADE
12" DIA. GONG. PIERS, 30" DEEP (Tl'P.)
WOOD FENCE
ASCALE: NTS
FIN15N€D
GRADE
FINI
GR�
Q,�
3x ROOTBALL MIN.
(WIDER IN CLAY SOILS)
TREE PLANTING
BSCALE: NTS
A �n
1*1-2.5x ROOTBALL MIN.
SHRUB PLANTING
cSCALE: NTS
CONCRE•
POLYMEF
w *W/ SAN[
Q 2" LAYER
SAND BP
N
N
('n—�VEHICULAR UNIT
L-J I SCALE: NTS
RUBBER CINCH TIE OR EQUAL
S' FINE POLE *5T,4KE
OUTR5IDE ROOTBALL
ROOTBALL
4" MULCH IN 5A51N
WATER 5A51N
*3" HIGH LIP
ROUGHEN 51DE5
4 BOTTOM OF PIT
III-1 -
_ = PREPARED 5ACKI=ILL
*AMEND WITH ORGANIC
5% ORGANIC COMP05T
4 MYCORRHIZAL FUNGI
PER MFR15 5PEC5
— PREPARED 5U5501L
PEDESTAL
IROOTBALL
411 MULCH IN 5A51N
WATER 5A5IN
*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
PEDESTAL
COMPACTED CLASS II
AGGREGATE BASE
COMPACTED 5U15GRADE
PAVER PAVING
(E) 0-0" 50LID -
WOOD FENCING
TO REMAIN
(N) GRAVEL PA
(E)
ADJACENT
RESIDENCE
(N) 0-0" 50LID
WOOD GATE
(N) FLAGSTONE
PATHWAY
(IV) b-V -)VLIV
�s WOOD FENCING
' PLUS 1 2" LATTICE
LATTI C E
� I
6
10
9
O�
O
N
C\Jii • 9
_co
LuW 9
0o
LnLn g
LnLn
9
MM
i
N 3405000" E
05 (50.00' 8 M 26)
i
(N)
AD�
i
0
N
S
O E A 10
I
I
I
I
I
I
(N)
RESIDENCE
(N)
GARAGE
t-
gif
2
LANDING
2
a. r
PORCH
4
cc
2 2 2
2
NN
(Nj STCJ
5
4
WALKWAY :..'DF
L:...
5
v2
`�-
2v
\
O2
\
z
R8
2
AWDOO
14 7 _
1
0
— —
— 145
--_
—
�• . .
--,
-�30-0450.
0' 8 M
2 :.--
-- N 34°50-0>9; E __
i
(N) CONCRETE 51DEWALK\ C
3'0 TREE I� (N) C NCRE
N J 'o
�
0
(N) 0-0" 50LID
WOOD FENCING
PLUS 1 2" LATTICE
1543
ON
O
w
w
N
O
�
m
O
�
�
Ln Ln
�(N) 0-0" 50LID
WOOD FENCING
PLUS 1 2" LATTICE
LATT I C E
LN \ (N) 5'-0" VEHICULAR (E
MOTOR GATE
ADJA(
RE51 D
I
i
10
\ - -- - 150 -
TY 5TREETTRItEROM
It DRIVEWAY
I
Q,
1418 i 1463
T.O.G. �' i �� T.O.C.
APRON *PER CITY /TD5
ATER
LVE
/D
I D
Dt' I L L 5,K DhVlb
60' R. O. Vb�
LANDSCAPE PLAN_
SCALE: 1/8" = 1'_0"
PLANT LI5T
2615 HILLSIDE DRIVE BURLINGAME, CA
TREES
A
GENUS BETULA PENDULA
BIRCH TREE
1
24" BOX
FAST
C
CITRUS SPP. 'DWARF'
DWARF CITRUS
1
15 GAL.
FAST
SHRUBS
I
BUXUS SEMPERVIRENS
ENGL15H BOXWOOD
29
5 GALLON
MODERATE
2
ROSA 'FLOWERING CARPET'
GROUNDCOVER ROSE
11
5 GALLON
MODERATE
3
ANIGOZANTH05 'DWARF RED'
ANIGOZANTHOS DWARF
28
5 GALLON
FAST
4
R05A 'ICEBERG'
ICEBERG ROSE
9
5 GALLON
FAST
5
ESCALLONIA RUBRA
ESCALLONIA RUBRA
2
15 GALLON
FAST
6
I BUXUS 'SPHERE'
BUXUS SPHERE
1
15 GALLON
SLOW
1
LOROPETALUM CHINENSE 'SPP'
LOROPETALIUM
2
15 GALLON
MODERATE
8
PITTOSPORUM TENUIFOLIUM
PITTOSPORUM
4
15 GALLON
MODERATE
9
AZALEA 'WHITE'
AZALEA WHITE
8
15 GALLON
MODERATE
IO
PIERIS JAPONICA 'VARIEGATA'
VARIEGATED JAPANESE PIERIS
2
15 GALLON
SLOW
VINES
GROUNDCOVER
LAWN
BOLERO BLEND, DELTA BLUEGRASS CO.
640 SF
ROLLS
SLOW
LOT SIZE
40% IMPERVIOUS AREA
PROPOSED SITE IMPERVIOUS AREAS
TOTAL IMPERVIOUS AREA
6,00528 50. FT.
2,402.12 SQ, FT.
STONE WALKWAY, PATIOS, DRIVEWAY
1,621.00 SQ, FT,
LESS THAN 40%
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 NECESSARY TO COMPLETE PROPOSED WORK AS PER 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 6" 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.
11, 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 l(o%, SHALL BE CULTIVATED AND ROTOTILLED TO A DEPTH OF SIX ((o) 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 50/20.
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.
6. 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
I. CONCRETE PAVING SHALL BE 4" THICK WITH #3 REBAR AT IS" O.C. 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
PLNG PC1
01/03/23 Al
PU
PLNG PC2
01/23/23 A
PU
PLNG PC3
02/14/23 3
PU
W o
u W O
�
OW
r�
Q
��o
0
U
poS��.?
� o
cd
� �
o
Qcon-ct
aj�"`�,o
O
--3
-cd
U
V
,5
- as
� R.
03
W
�wW
oc
Q �
�
DATE:
09/15/22
SCALE:
AS NOTED
DRAWN:
MC
cos:
SHEET NO.
Lol
OF SHEETS
a�
c
3
0
0
r
I
N
N
0
N
O
r0
d
N
V)
0)
3
0
N
N
Q
i
o,
3
i
0
N
N
Q
V)
ca
A
0
n
i
1--10' WIDEyI S.N.F. IRON PIPE 6 3 LANDS OF KOSHEVATSITY
ALLEY (CR0623) p C LOT 20
APN: 027-193-060
�8 S 34°56'00" W 120.11' (120.00' CR0623) 1330 BENITO AVENUE 0_1�
\ x151.3 CLEANOUT ^to x153.2 x154.2 FOUND 3/4" IRON PIPE
S.N.F. IRON PIPE WOOD UTILITY `sue CP-13 CLEANOUT �'� SANITARY o
SANITARY /"v<149.4
1 POLE W/ x150.5 \ 0 SPIKE (\�) SEWER
(CR0623) SEWER lw� GUY ANCHORS \ �^ MANHOLES Q (CR0623)
MANHOLES CLEANOUT r�� 0.6't
- X- X - X_ �� - ^ - ^ _ N 34°56'00" E / x 153.1_ _ 153.8 - x 154.4
U 50.05' (50.00 CR0623) (50.00' 8 M 28) Tx1
O 50.05' (50.00' 8 M 28) 153.2 x '7'1
50.05' (50.00' 8 M 28)
o X GATE X XX XxSET 5/8" REBAR
S.N.F. IRON PIPE (CR0623)0.15' 6'f WOOD x152.8 153.1 & CAP STAMPED
�/
SET NAIL & TAG LS#6437
STAMPED LS-4 6437 1CONCRETE PAD PR ENCE
IN FENCE POST x ,xF.,`F 151.8 OA I
FOUND „, „. � OAK '
IRON PIPE CONCRETE FOOTING I X x152.5 i TREE /
LS# 3272 x X -,. L \ -
Ln
(NO RECORD) I x X x I `A /
IU)
IU
Ui
O
c.ta
CA
L m
(n
0
SIP
010 m
w
N
DD
I
I
X X\, > x151.3 � I \1 1
xx x BUSHES x�x X x x152.4 X
x x x x
X X X K- -X I X� X x 1.7t
x x x ,x x 05:
6't WOOD X x X K x x152.1 x \x� X GARAGE 90
PR
FENCE I X X c > �` GRIVACYp�EL X x \ X o BUILDING Cn I
/ N 12.0't
8 4 0 8 x150.1 /( ,Xx
X-H X\ X
SCALE: 1 " = 8' \ x152,2,
I x 150.3
X
L Z x X X �, x151.2
g I x x x x x y
B
T x x x x I
6 3 x x x
x.,X.,Xxx
x152.7 4.0't
l8 M 8i I BUSH xS 12.00 = j
0 1`Z x X X GARAGE 6'f WOOD
i X X X DOOR PRIVACY
A S Xc150)d x152.2 +I x FENCE
X X X 6't WOOD
x X x m PRIVACY xWINDOW
�X X FENCE POP -OUT
X x150. CONCRETE PATH GATE
10.0' t 12.9't
x149.9 JIGr•� x153.3
ELECTRICAL "� '� '~ ~'�
PANEL / a' ; a 7,ti ` / 0
/ ;.} ;, x(n to
5.6't ,a'7,a153.2 n
/ LANDS OF / _ Cn Cn
/ PCn
IN TSAI -1. ; <._ p o m
PINE �`'<,�_;t,� >} :x�� ' U! �
TREE LOT 2 '�L'a��, '��' w�o N Cn
cn Cn APN: 027-193-080 :'r'QC x - rri / o ��"
o o I 6,005.28f SQ. FT. 1p ;~gf, m� C 4,
/ a x 2615 HILLSIDE DR �.7x� ,.)fi,� ' 00 / O o
/ 0 6'f WOOD x� u'�`^,~.;`,� :,�No
/ m PRIVACY ,ti:;�":;i,1:7,":,i.'t x O .� I ao
C°00
FENCE ~'~` ~ ~
/ o ti ` e ' ti'S,g' TWO-STORY N
o
x1495 �,f,<t I WINDOW HOUSE
.
x POP -OUT
j 7.7'f
/ ONE-STORY ~ �'
1 x149.1 HOUSE �"' ,` -t, x 3.1'f
TWO-STORY CHIMNEY
HOUSE K
x149.1 GAS METER &
LANDS OF NICHOLSON
LOT 3
APN: 027-193-090
2609 HILLSIDE DRIVE
FOUND
IRON PIPE
LS# 3272
(NO RECORD)
FOUND STANDARD
STREET MONUMENT
AT MONTERO AVENUE
�(22 LLS 59)
/ IRRIGATION CONTROL
/ VALVE
-:` x x153.1
GATE �• a'�''
/148.2 �:,�:;tx� :,�:��ti:.�:,�7<,�. �1.�a�:`'��.,,.` ; GAS METER
/ X `•i '•'� ~��`•�
/ HOSE ,Y ;xti ^,tit�r-�r�.�� ti '," ',`! ' ,"•7x"•^,":�L,S " "'
\
x x x 149.1 ^
X X X X X X
X X \X X X X X \X x x10.6x �`'� fits. '} l i. '�'4`x'I�: a. a.A,_'•
j \ X X y449x3x X X X X X XQ.t_°•,a:Z,�.`,
1 x x x \x x x x x x x X X 7 ` ARCHWAY
x147.6 X X X X X X\ X X X X X ~_' �.:.�=•.''
X X 7& X X X X X LAG H>x L'��'`'i'�_'t'`:�'� 'jai !"< I x152.5
CONCRETEL x x x X X X Y X X xp0LE
X \x X X X Sp X X x x X .0 •,'�7S '= `•s�•<. �.� 3.0'f
Q RETAINING WALL ti, I
X X NK14R.3 X X X X X _
LLJ
> x x x x x x x x_`,;:7x�:;oNCRETE� LANDS OF CHEN
4'f WOOD CURB LOT 1
0 x1501
PRIVACY \ .
\ 7 • APN: 027-193-070
FOUND CENTERLINE LOT 6
Cf)� STREET MONUMENT APN: 027-194-020
AT EASTON DRIVE
z 00 i (22 LLS 59)
�a Sol FOUND w
m i 5/8" REBAR J
LS# 6437 a
i�
-------------------------------
N 34°56'00" E
25.00' (TIE)
FOUND N+T
LS# 6437
(TOP OF WALL)
I
I
I I
25.9't 12.1'f B L p C 2
M $
I �a
I I
i
i
� I
D
Cn
w
0
m
m
m
D
�I
z
c) 41
W o
Z
0
W rn
0
0
' IN
41
0
2
0
z
C
m
z
I
0
z
C
� I
m
z
N
N
r
r
Cn
I
z
Cn
0
O
O
cn
W
to
t.ta
00
N
00
w FENCE 7A8 \ \ _ ;'y•;� ti 7;•�'� 1334 BENITO AVENUE N
+I ;t
c0 Z 50 NN ,_
N x147.6 x151.6o �tri
1
- - CONCRETE
x142.7 "46 _ _ T - STEPS
_ _ _ _f__ x148.3- x151.9
SET 5/8" REBAR _ _ _ SET 5/8" REBAR
& CAP W/ TACK U, '; & CAP W/ TACK
LS# 6437 - - _ x 146.6 :, LS# 6437 x 150.6
145 - `' N 34°56'00" E
a.«a. a a_.,�:,: 25.00' (TIE)
x142.2
�p.04' (50.00' 8 M 8) _ _ 50.04' (50.00' 8 M 28)
50.04' 0. 2 _ _ _
- - - - - � - N 34°56'00" E x145.5 147.4 - - - - - - - - --- -------------------
142.5 xA.
"l` _l '� •`tt .� •;a, i, _`<t _.,<s_ .tl: �ss .pia �- s:.�rs_ _ 1,a-'�ass.�a. _ _ _ _ ,e,uG.
7's _ 148.2
:, `• ti` :, ` :, ` CONCRETE SIDEWALK �( a`• ti ` a ` :,` a :, `�" a ^}� ` ;' • a. ' 4 ~ �`• �"• a �` ' a
° � � . `, . , �l•?'�i, `, .,+, - -_ ` LL ;� ;t> - x144.6 \ �� _ _ //�� .,u .,is 4a _ ;3,
t,' ~,,' xy ~,". ia,'.i,,' ~,Y.'t," ~,a `,$ ~ Y ti ` $ `f Y •ti t;6.ti.tiw .6 `.1 `.R 7.ti `.$ `.ti `.ti `.ti `.6 ti 7vv ti ',ti" xti tiv `%
X143.3 x / / x149.0
+I / 145.3 `<t�•` �a`' . �.`< ti _ �.`<>.
CP-6 SPIKE ao �/ 7xa4St.:0�` x147.5 /
• •� ti• `•= '` t •: EL: 142.14 O 3'0 TREE I ( x148.4
04
t, �'. i,�'• �t,4 ',�'. Ft� ' ,�' `,4 ' x�' ua�'• u�'• �i,4• t t�',,f ` _ ,�' �,�',,5, �'•�,�'•
ASPHALT
` �',° •� 7 a ~ ~y�•~ •� ~ a ~ ~ �'` ti'" 4•y �•` ~ S -' \ FIRE
}t c<>ti A<>_ ;2 _ ;ax .tta .�� *,ti.;<>ti.c<>_ _<t' ;!; WATER x144.6
{ K WATER \ HYDRANT
'., MATER x142.4 ® MATER \ \
•7 141.8 - x 145.1 146.3- - - ~ •7.
�' ' 4 7 \ '• C, ' ` �' u 1
- Q IV W Y.`
DR E A " ti 4'^ Q' ti, ti`7 4'~ 4'' ti 7 $'� 4 1^ ti'7,$ 7 4`~ Q' ti'7 $'74'� ti ti^ ti 7 4 `• ti ti'^ 4' ti'` •`,\ b^ "' ti 7 4`7 �, ' ti 7 ti 7
�Ls
_L
_ JJJ • jI j
w,
}I [i
ti'~'•ti 4~ ti~ tiyti 4~ ti~ ti�$~ ti` $ � '$ ti~ ti• jti� ti ti 4 ",4 4 ti• '$~ 4'n' ti ti~ $" 4 ti $~ $ 4ti $~ 4 ti 'ti $~ 4 ti ti$~ 4 ti •4 •4~ 4 ti4~ •4'~ 4 titi 4~ ti'~ xti 4~ ti`a ti ti 4`~�ti~ titi 4~ 4~fti •ti 4~ ti•~;titi4 4 ti ti •4 4 ti• y4. ~'�.~'�.
,t i _ � a ,fx fx 4x ,4x �, a•6i.,�� 4x ,}x .,fx
L'l _l _l�_ •ll'_• •l' _lC' _l l _l :�Cc� �_ '1 •l' lC' l l _l
by - •.yam �.7• :.�=y��•.Z'Z"'' •�7s 'j/.y •,7•� �.7• •�7s •.7•
tti ti ' ti ' ti ti ti u ti `I'^ `I'�• 4.7 `I'� `I'�'`I' 4.7• ti ' ti `• /};17• �'7 ;t7'�u ` $7'�I ' \I ' •� ' $ 7 �I �+�I LL •� $ ^ ` $T'�` \I \I ' •� u $ ` \I'7 •� ' $�}\I u\I 7 •� ' $ uy�l \I ^ •� ' 4 ' \I ti 7 •� ' �I ' \Iujti •� ^ �' �I $ 7 •� ' ' �I ti u •� �I ^ \I ti ' •�' ail �I ti ' •�`�'�I �I ^ ti ' •� ` �I �j�l 7 ti ' 1 r'�Iut$ �I n \ i
r. u sa tx c, s, Lx In PCs Lt_ u s, ix tx t., s, • !x s, sa Lx u s, tx •'f.a ss tx cs s,
•la l •l' .l l' C :'��
, a^a7a`,`a7 ,','.,`.,`.,", .,^..` •7a•; ti•7�•��•7�•7�. �.~�.7 a.7 ti•��•��•7a•7 u, �•, a•7 ti•~ �,' \' ,�, 1 �.`$`.' \' `,`."\ .^,`,'.\'.,`.,`,'..'"., .,^,'..`.`,' ti'.`.4, \^.�4�� a .`.,•�
• L •s, _ •,L s,
WATER
VALVE / x143.3 / // x146.4 / x147.4
^�� ��
HILLSIDE DRIVE
80' WIDE RIGHT-OF-WAY /
� SANITARY
x148.4 SEWER MANHOLE
I x 142.4 � X144.51 � .�,.� x 147.5 (
\ S 34°56'00" W 300.21' (MONUMENT - MONUMENT) (22 LLS 59) (300.00' 8 M 28) 150.6 x/'\1
(n 00
0m
�Z
o
m
;p0
G)
o rn
�Z
D C
rn
DRAIN INLET
DRAIN INLET
'/
WATER
VALVES
I �
I
I
1
1
1
1� FOUND STANDARD
STREET MONUMENT
(22 LLS 59)
0
0
z
0
X
m
m
0
m
D
r
T
cn
O
w
rn
m
IN
Ip
0
N
QI
cn
O
O
0
Im_
IN
0
O
0
00
N
co
I
a
D
GA
Q0 o
m 0 r
M
0 x
0 Cn y
o41 ^z^
O 4`
m0 a
a
FOUND N+T
LS# 6437
(TOP OF WALL)
BASIS OF BEARINGS
RECORD OF SURVEY MAP FILED IN BOOK 22 OF LICENSED LAND SURVEYS AT
PAGE 59 IN THE RECORDS OF SAN MATEO COUNTY AND TWO FOUND
STANDARD STREET MONUMENTS IN THE CENTERLINE OF BENITO AVENUE, TAKEN
AS NORTH 55°03'16" WEST AS SHOWN.
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.) NO TITLE REPORTS WERE SUPPLIED FOR THIS PROJECT AND ONLY LIMITED
PROPERTY/DEED RESEARCH WAS DONE, CONSEQUENTLY EASEMENTS OF
RECORD, IF ANY, AND ANY RECENT CHANGES IN LAND PARCEL
BOUNDARIES WILL NOT BE REFLECTED HEREON. UNDERGROUND UTILITY
LINES WERE NOT LOCATED FOR THIS SURVEY.
2.) DATE OF FIELD SURVEY: SEPTEMBER 27, 2022
3.) PROJECT BENCHMARK: SPIKE SET NEAR NORTHWEST PROPERTY CORNER
HAVING AN ELEVATION 142.14 AMSL (NAVD88).
4.) CONTOURS SHOWN HEREON ARE ONE FOOT (1') INTERVALS.
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 27, 2022
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.
LEGEND
SUBJECT PROPERTY LINE
- - - -
ADJOINER PROPERTY LINE
MAJOR CONTOUR
MINOR CONTOUR
OVERHEAD UTILITY LINE
ROOF GUTTER/EAVE
X X X X
X
EXISTING FENCE LINE
APN:
ASSESSOR'S PARCEL NUMBER
7
CATCH BASIN
CID
CONTROL POINT
®
WATER METER
CO
CLEANOUT
<�Do
GAS METER
EL.
ELEVATION
10,
FIRE HYDRANT
ICV
IRRIGATION CONTROL VALVE
O
SET REBAR AS NOTED
x 150.0
SPOT ELEVATION
SET NAIL AND TAG AS NOTED
®
SURVEY CONTROL POINT
O
FOUND STREET MONUMENT
�
PROJECT BENCHMARK
AS NOTED
}(
FOUND NAIL &TAG AS NOTED
o
CLEANOUT
t
HOSE BIB
FOUND IRON PIPE AS NOTED
m
VALVE
FOUND REBAR AS NOTED
BOUNDARY &
TOPOGRAPHIC SURVEY
LANDS OF TSAI
LOT 2, BLOCK 63
EASTON ADDITION TO BURLINGAME N0. 7
(8 M 28)
2615 HILLSIDE DRIVE
CITY OF BURLINGAME SAN MATED COUNTY CALIFORNIA
SCALE: 1 " = 8'
QUIET RIVER
Land Services Inc.
11501 Dublin Boulevard, Suite 200
Dublin, CA 94568
(925) 734-6788 Phone
SEPTEMBER 2022
SHEET 1 OF 1