HomeMy WebLinkAboutReso - PC - 2020.11.09 - 8BDocuSign EnElope lD: DEA78943-1 992-4629-840A-8ECD93E45D97
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2021-167908
12:35 pm 12t1gt?1 R1 Fee: NO FEE
Count of paqes 4
Recorded in Officr:al Records
County of San Mateo
Mark Church
t1lrllrl,ili[iittiiilLrfl[X[iilfl ni[H1tnryntililllilfl
Resolution No. 2020-11 .09-8b
1523 CHAPIN AVENUE
028-283-130
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct copy ofthe
document it purports to be, the original of which is on file in my
office.
October 2021
hr^r'tn" &tkau I
rrUltE
Date:
Kevin Gardiner, AICP, Community Development
?
41
RESOLUTION APPROVING CATEGORICAL EXE]iIPTION, 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 a new two-story sinqle family dwellino at 1523 Chapin Avenue, Zoned R
1. Meqan Leunq, propertv owner. APN: 028-283-130;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
November 9, 2020, 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:
1. On the basis of the lnitial Study and the documents submitted and reviewed, and comments
received and addressed by this Commission, it is hereby found that there is no substantial evidence
that the project set forth above will have a significant effect on the environment, and categorical
exemption, per CEQA Section 15303 (a), which states that construction of a limited number of
new, small facilities or structures including one single family residence or a second dwelling unit
in a residential zone is exempt from environmental review. ln urbanized areas, up to ihree
single-family residences may be constructed or converted under this exception, is hereby
approved.
2. Said Design Review and Special Permit is approved subject to the conditions set forth in Exhibit
"A" attached hereto. Findings for such Design Review and Special Permit 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 of
the County of San Mateo
rperson
. s ct+ltrbt,
hereby certify that the foregoi
Planning Commission held
Secretary of the Planning Commission of the City of Burlingame, do
ng resolution was introduced and adopted at a regular meeting of theon the 9th dav of Ausust, 2020 by the following vote:
1523 CHAPII{ AVE - RESO 2020-11-O$'8b
AYES: GAUI- LOilS,
SARGENT, SCHTID, TERROITIES' TSE
NOES: NONE
ABSENX NONE
REGUSED: COTAROTO
EXHIBIT "A"
Condltions of Approval for Categorical Exemption, Design Review, & Special permit
1523 Chapin Avenue
Effective November 19, 2020
Page 1
that prior to issuance of a building permit, a Tree Removal Permit and arborist report shall be
submitted to the City Arborist for removal of the existing redwood tree and oak tree at the rear
of the property. lf a Tree Removal Permit is not approved and the city Arborist determines
that the design is to accommodate the existing oak tree, the revised project will be subject to
review by the Planning Commission (FYl or amendment to be determined by planning staff);
that any recycling containers, debris boxes or dumpsters for the construction project shall be
placed upon the private properly, if feasible, as determined by the Community Development
Director; that demolition or removal of the existing structures and any grading or earth moving
on the site shall not occur until a building permit has been issued and such site work shall be
required to comply with all the regulations of the Bay Area Air Quality Management District;
that prior to issuance of a building permit for construction of the project, the project
construction plans shall be modified to include a cover sheet listing all conditions of approval
adopted by the Planning Commission, or City Council on appeal; which shall remain a part ofall sets of approved plans throughout the construction process. Compliance with all
conditions of approval is required; the conditions of approval shall not be modified or changed
without the approval of the Planning Commission, or City Council on appeal;
that all air ducts, plumbing vents, and flles shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that these
venting details shall be included and approved in the construction plans before a Building
permit is issued;
that the project shall comply with the construction and Demolition Debris Recycling
ordinance which requires affected demolition, new construction and alteration projects to
submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition
of a structure, interior or exterior, shall require a demolition permit;
that demolition for removal of the existing structures and any grading or earth moving on the
site shall not occur until a building permit has been issued and such site work ihalt re
required to comply with all the regulations of the Bay Area Air euality Management District;
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;
4
5
A
7
R
10
1. that the project shall be built as shown on the plans submitted to the Planning Dlvision date
stamped October2l, 2020, sheets A.'l through N.1, landscape plan, and survey;
2. that any changes to building materials, exterior finishes, windows, architectural features, roof
height or pitch, and amount or type of hardscape materials shall be subject to Planning
Division or Planning Commission review (FYl or amendment to be determined by Planning
staff);
3. that any changes to the size or envelope of the first or second floors, or garage which would
include adding or enlarging a dormer (s), shall require an amendment to this permit;
o
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, & Special permit
'1523 Ghapin Avenue
Effective November 19, 2020
Page 2
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
'|1. 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 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;
''t3.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 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;
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
15 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 build
according to the approved Planning and Building plans.
14
ELA6HTOMERIC SHEET
WATERPROOFING EXTED AS NOTED
SLOPE METAL FLASHING WITH DRIP
EXTEND 4" MIN ABOVE CEDAR
WOOD TRIM PER ELEVATION
WINDOW FRAME
HEAD
WINDOW FRAME
SEALANT
WOOD TRIM PER
ELEVATION
ELASHTOMERIC SHEET
WATERPROOFING EXTED AS
NOTED
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TYP. HEAD + SILL DETAIL
SCALE: Tn T-On
GYP, BD,
HEADER PER PLAN
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TOP PLATE
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ROOFING, TYP. 30'-0" MAXIMUM HEIGHT LIMIT
— — — — — — — — — — — —
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2 SIMULATED TRUE LIGHTED ENTRY DOOR
DIVIDED GRIDS LIGHT FIXTURE,
40 WATTS MAX.
1611 50. TAPERED (N) 8 (E) GRADE
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SCALE: 1/4"=1'-0"
RIGHT ELEVATION
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COMPOSITION SHINGLES W/ -
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GALV. GUTTER
GALV. METAL FLASHING
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ONE -HOUR ICBC 104.5 E 104,11
LEGEND
EE = EMERGENCY EGRESS
TYP• ROOF PITC4--�12
61
R-30 INSULATION
GYP. BD.
BUILDING WALL W/
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CEO: NAILS AT S" O.C. SIDING NAILED W/ Id GALVANIZED SMOOTH BOX NAILS. INTERIOR SIDE SHALL
HAVE ONE LAYER OF %" TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY OR
Q z HORIZONTALLY NAILED WITH 6d COOLER OR WALLBOARD NAILS AT 1" O.C. W/ END JOINTS ON
NAILING MEMBERS. STAGGER JOINTS EACH SIDE.
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GENERAL NOTE5-
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. 0325)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 PEWIT.
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 UFC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE
TABLE NO. A-111-A-1,
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 UJORK NOTES 4 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 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.
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, FOR ALL NEW IMPERVIOUS AREA OR MODIFICATIONS TO ROOF, STORMWATER
MUST BE RETAIN ONSITE. SHOW DESIGN AND LOCATION OF PROPOSED
STOWWATER RETENTION SYSTEM,
5. 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.
6. 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.
1, ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S
RIGHT-OF-WAY,
8. CONSTRUCTION AND BUILDING USE SHALL CONFORM TO CONDITIONS AS
DESCRIBED BY PLANNING COMMISSION AND/OR CITY COUNCIL ACTIONS.
9, THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS
TO PREVENT STORM WATER POLLUTION.
10. 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 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,
FIRE SPRINKLER
DOMESTIC WATER
LEGEND:
WM -
WATER METER
V -
VALVE
DCV -
DOUBLE CHECK VALVE
MCV -
MAIN CONTROL VALVE
BFD -
BACK FLOW PREVENTION DEVICE
-W- -
WATER LINE 1-1/44 TYP,
1. 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 SIZE
OF BUILDING, SEE UFC APPENDIX IIIA.
5GHEE IATIC WATER LAT
NOT TO 5CALE
DRAINAGE NOTE5
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 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 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 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 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.
GREEN BUILDING NOTES:
I. PROJECTS THAT DISTURB LESS THAN 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, PARING 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 (3") 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 FOOTING IS WITHIN 12" OF PROPERTY LINE.
TABLE NO- A-111-A=1
MINIMUM REQUIRED FIRE FLOW 4 FLOUJ DURATION BUILDING5
FIRE AREA {square feet)
FIRE
FLOW
(gallons
FLOW
DURATION
X 0.0929 for rn2
per
m nute)
(hours)
Type I-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
11-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
1,750
30,201-38,700
17,001-21,800
10,901-12,900
7,901-9.800
4,801-6,200
2,000
2
38,701-48.300
21,801-24,200
12,901-17,400
9,8D7-12,690
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,OD1-70,900
33,201-39,700
21.301-25.500
15.401-18.400
9,401-11,300
2,750
70,901.83,700
39.70147,100
25,501-30,100
18.401-21.800 1
11.301-13,400
3,000
83,701-97,700
47,101-54,900
30,101-35,200
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
52,501-6%1p0
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
2D.3,701-225,200
114.601-126,700
73.301-81,100
53.001-58,600
32.601-38.000
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
271,201-295,900
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
97.901-105.800
60.201-64,800
6.750
"
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
"
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 NOTE5-
I. 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 (U 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) ANT
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 S:OOA.M. AND 5:00 P.M. THIS INCLUDES CONSTRUCTION HAULING,
5, 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-moSO.
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 STANLEY AVENUE IS
APPROXIMATELY 112- FEET MEASURED FROM FACE OF CURB_
8, THE PROJECT SHALL COMPLY WITH THE CITY'S 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.
AC NOTE5
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
PUJE 51TE NOTE5-
1, REPLACE ALL CURB, GUTTER, DRIVEWAY AND
SIDEWALK FRONTING SITE.
2. PLUG ALL EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND INSTALL A NEW 4" LATERAL TO
SEWER MAIN.
3. ALL WATER LINE CONNECTIONS TO CITY WATER MAINS
FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED
PER CITY STANDARD PROCEDURES AND
SPECIFICATION, AND ANY OTHER UNDERGROUND
UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY.
4. ALL ABANDONED SEWER LATERAL OR WATER
SERVICE SHALL BE DISCONNECTED AT THE MAIN AND
PER CITY REQUIREMENTS. AN ENCROACHMENT PERMIT
WILL BE REQUIRED FOR THESE ITEMS.
i
SITE NOTE:
I. EXTERIOR BEARING WALLS LESS
THAN 5 FEET FROM THE PROPERTY
LINE WILL BE BUILT OF I-HR FIRE
RATED CONSTRUCTION, 2019 CBC
TABLE 602-
2- ROOF EAVES WILL NOT PROJECT
WITHIN 2 FEET OF THE PROPERTY
LINE.
3. NO EXISTING TREE OVER 48 INCHES IN
1 CIRCUMFERENCE AT 54 INCHES FORM
BASE OF TREE MAY BE REMOVED
WITHOUT A PROTECTED TREE REMOVAL
PERMIT FROM THE PARKS DIVISION,
4. NO PERMANENT STRUCTURES (RETAINING
WALLS, FENCES, COLUMNS, MAILBOX, ETC,,)
PROPOSED BEYOND THE PROPERTY LINE
AND INTO THE PUBLIC RIGHT-OF-WAY.
(E) WOOD FENCE
TO BE REMAIN
BUILDING SETBACK:
ADDRESS:
SETBAC1501
CHAPIN
APIN
1515
CORNER LOT
1oinf
G
1523 CHAPIN (SITE)
23,1'
1525 CHAPIN
3;�G�GIDET TAT
/ /�21.8'
GE RNER LG T
22,15'
AVG. SETBACK:
LATERAL
INS
1
_ �11'03
4°
OAK TREE
20"
(N) 4" SEWER LA
CLEANOUT R CI STDS,
Y SEWER SIDEWALK
4" LATERA,L I "" 0�?A_
(E) WOOD (E) WATER
UTILITY IR F
C,
2' - 0"
50,50'
a�
fl
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UTILITY LINES ANCHOR
7y MAGNOLIA
w
SS
m
0
--
--- n
- o-
CURB DRAIN I
PER CITY STD.
(E) WATE E
TER E
ADJACENT BUILDING
WOOD
FENCING
6' TALL
WOOD
FENCING
3' TALL
4620
E
E
91
-(0" 3` AYTJROTREE -
D�{VEWAY M
AP ROACH M
- --- M
SITE DE
SS
PLAN
ss1
REVISIONS
BY
P NNING
02/20 0
PU
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DATE:
APRIL 2020
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A02,0
OF SHEETS
4.03'
(E) WOOD FENCING
TO REMAIN
(N) EVERG
HEDGE
(N) EVERGREEN
E PALIER VINES
WALKWAY VE L
ADJACENT
BUILDING
(N) 0-0" 50LID
WOOD GAj j o
24" OAK TREE
(N) STEPPI G
STONES
30
20" OAK TREE
7
u
m
••D fENCING
(N)
Egli
m
m
I mllll�l
7pg W�l
(N)
RESIDENCE
48
49
(N)
GARAGE
I�i�i�■iIil
QI
1
a07im
(N) 0-0" GATE
W-0
.
�o-� IMON--
������t-il
G
G j
w1owt� \
7.6 MAGNOLIA METER
7" MAGNOLIA
C H A F I N AVENUE
50' R.O.W.
■
I
(N) 0-0" 50LID
WOOD FENCING
PLUS 12" LATTICE
(Nq EVERGREEN
E PALIER VINES
-NT
NG
(N) HOLLYWOOD
DRIVEWAY
" MAYTEN5 TREE
(N) CONCRETE
51 DEWALK
(N) CONCRETE
DRIVEWAY APRON
*REPAIR / REPLACE
A5 NEEDED PER
TOWN 5TD5 / SPECS
�N) CURB / GUTTER
REPAI R / REPLACE
A5 NEEDED PER
TOWN 5TD5 / SPECS
f=L,4NT L 15T
1523=,4 CH,4PIN ,4VE. 5URLING,4ME, G,4
TREE5
5YM
BOTANICAL NAME
COMMON NAME
QTY.
SIZE/SPACING
GROWTH RATE
A
QUERCU5 RUBRA
RED OAK
2
36" BOX
MODERATE
B
ACER PALMATUM VAR. D155ECTUM 'RED DRAGON'
D155ECTUM JAPANESE MAPLE
1
24" BOX
MODERATE
24" BOX
MODERATE
D
LAURUS N05ILI5 (STD)
GRECIAN LAUREL
1
24" BOX
MODERATE
5NRUB5
I
EUONYMUS BUXIFOLIA
16
I GALLON
2
R05A 'FLOWERING CARPET'
GROUNDCOVER ROSE
9
1 GALLON
MODERATE
3
TULBAGNIA VIOLACEA
SOCIETY GARLIC
9
I GALLON
MODERATE
4
NEMEROCALL15 'DWAIRF RED'
DAYLILY
13
1 GALLON
MODERATE
5
PITT05FORUM TENUIFOLIUM
PITTOSPORUM
9
15 GALLON
MODERATE
6
R05A 'ICEBERG'
ICEBERG ROSE
2
5 GALLON
FAST
7
CAMELLIA SASANQUA
SASANQUA CAMELLIA
4
5 GALLON
MODERATE
8
LAVANDULA AUGUSTIFOLIA
ENGLISH LAVANDER
S
5 GALLON
MODERATE
9
ROSMARINUS OFFICINAL15 'TUSCAN BLUE'
ROSEMARY
3
5 GALLON
FAST
10
ANIGOZANTNO5 'DWARF RED'
KANGAROO PAW
4
15 GALLON
FAST
VINE5
V-1
TRACNELOSPERMUM JA5MIN0IDE5
STAR JASMINE
(o
I GAL
MODERATE
V-2
NARDENBERGIA VIOLACEA 'PAPPY WANDERER'
LILAC VINE
13
5 GAL
MODERATE
L,4WN
BOLERO BLEND, DELTA BLUEGRASS GO.
250 SF
ROLLS
SLOW
PLANTING NOTES
1. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK.
2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST STANDARDS OF NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY
LANDSCAPE ASSOCIATION.
3. PLANT MATERIAL CANNOT BE GUARANTEED AS DEER RESISTANT DUE TO CHANGING HABITS OF DEER.
4. ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK MULCH TO A MINIMUM DEPTH OF 2 INCHES, WITH A CHIP SIZE OF NO
LESS THAN ONE INCH. A 2 INCH LAYER OF GREENWASTE MULCH UNDER THE BARK MULCH IS RECOMMENDED.
5. SOIL AMENDMENTS SHALL BE USED AS NECESSARY. SOIL AMENDMENT SHALL BE FREE OF DEBRIS. ROCKS LARGER THAN ONE INCH
DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS ARE NOT PERMITTED IN TYPICAL NATIVE PLANT LANDSCAPE AREAS.
G. PLANTING HOLES SHALL GENERALLY BE 2x - 3x THE SIZE OF THE ROOT BALL. THE WALLS AND BASES OF PLANT HOLES SHALL BE
SCARIFIED, HOLES SHALL BE BACKFILLED WITH 5% ORGANIC COMPOST * 95% EXISTING SOIL. PLANTING HOLES OF NATIVE PLANT
MATERIAL SHOULD BE INOCULATED WITH MYCORRHIZAL FUNGI, PER MANUFACTURER'S SPECS.
7. 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. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR AS NECESSARY. APPLICATION SHALL BE ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
9. LAWN SHALL NOT BE INSTALLED ON SLOPES GREATER THAN 25%. ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION.
1. THE CONCEPTS ON THE IRRIGARON PLAN ARE SCHEMATIC MINIMUM 0QUIREMENT5, THE FULL EXTENT OF WHICH ARE TO Bf DETERMINED
BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ADJUSTMENTS A5 NECESSARY BASED ON ACTUAL SITE CONDITIONS.
2. ALL IRRI6ATION,5Y5TfM COMPONfNT5 SHALL Of IN5TALLfO PfR MANUFACTURfR5 5PfCIFICATIONS. MANUFACTURfR5 ,5PfCIFICATION5
5UPfR50f ANY 5PfC5 ON THf5f PLANS / OfTAIL5.
3. IRRIGATION SYSTEM SHALL USE PRESSURE REGULATORS AS NEEDED TO KEEP ALL COMPONENTS WITHIN OPTIMAL PSI RANGE, PER
MANUFACTURER'S SPECS.
4. CONTROLLER TYPE SHALL BE A SMART CONTROLLER. RAIN SENSORS AND / OR WEATHER STATIONS ARE RECOMMENDED.
5. CONTROLLER SHALL BE SET TO IRRIGATE BETWEEN THE HOURS OF 8PM AND I OAM. CONTROLLER SHALL BE SET TO IRRIGATE DEEPLY
AND LESS FREQUENTLYTO ENCOURAGE DROUGHT RESISTANT ROOT GROWTH. IRRIGATION SCHEDULE TO BE DETERMINED BY AUDITOR/
CONTRACTOR.
G. PIPING BETWEEN THE WATER METER AND A REDUCED PRESSURE ASSEMBLY SHALL BE BRASS OR COPPER TYPE 'K'.
7. THE BOTTOM OF THE REDUCED PRESSURE ASSEMBLY SHALL BE INSTALLED MIN. 12" ABOVE THE GROUND.
8. A 100 MESH FILTER SHALL BE INSTALLED ON THE MAINLINE BEFORE THE REDUCED PRESSURE ASSEMBLY.
9. VALVES SHALL BE HOUSED IN WEATHER-PROOF PLASTIC BOXES, WITH LOCKABLE LIDS MARKED WATER.
10. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH WATERPROOF PLASTIC WIRE NUTS.
1 1. MAIN SUPPLY LINES � FITTINGS SHALL BE PVC SCh 40, SIZE AS NOTED ON PLAN, BURIED 12"- 1 G" DEEP.
12. LATERAL SUPPLY LINES � FITTINGS SHALL BE PVC SCH 40, SIZE TO BE DETERMINED BY CONTRACTOR, BURIED 9" - 12" DEEP.
13. FLEXIBLE POLY PIPE TO BE %" Y4', DETERMINED BY CONTRACTOR. ALL %4' FLEXIBLE DISTRIBUTION LINES TO BE A MAXIMUM OF 5'-0', IN
LENGTH * ARE TO BE STAKED.
14, BUBBLERS SHALL BE SPACED TO CREATE AN EVEN WET ZONE ABOUT THE SIZE OF THE CANOPY OF ALL NEW SHRUBS, NEW TREES
EXISTING IMMATURE NON-NATIVE TREES. BUBBLERS SHALL BE PLACED TO AVOID AS MUCH AS POSSIBLE IRRIGATING OAK TREES $ ANY
OTHER EXISTING, MATURE NATIVE OR DROUGHT TOLERANT PLANTS.
15. HOSE BIBS SHALL BE MOUNTED ON GALVANIZED STEEL RISERS 30" ABOVE FINISHED GRADE. SECURE TO A #4 STEEL BAR DRIVEN 18"
INTO SOLID GROUND.
I G. CHECK VALVES SHALL BE INSTALLED ON ALL DOWNHILL DRIPLINE � DISTRIBUTION LINE.
17. RISER HEIGHT IN LAWN AREAS SHALL BE 4". RISER HEIGHT IN MEADOW AREAS AND OTHER LANDSCAPE AREAS SHALL BE 12". THE
RISERS FOR SPRINKLERS ON SLOPES SHALL BE SET APPROXIMATELY PERPENDICULAR TO THE PLANE OF THE SLOPE.
18, IF LOCATION OF A SUPPLY LINE INTERFERES WITH THE DRILLING OF THE PLANT HOLES, THE PLANT HOLES SHALL BE LOCATED AS TO
CLEAR THE SUPPLY LINES.
16. ALL LINES SHALL BE THOROUGHLY FLUSHED OUT PRIOR TO ATTACHMENT OF VALVES, SPRINKLERS, EMITTERS, � OTHER TERMINAL
FITTINGS.
19. THE CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ENSURE PROPER COVERAGE AND PREVENT WATER
RUN-OFF AND EXCESS SPRAY.
20. ALL SPRAY AND DRIP ZONES TO BE MIN. 5-0" AND PREFERABLY 10'-0" AWAY FROM OAK TREE TRUNKS.
LANDSCAPE PLAN
SCALE: 1 /8" = 11-011
REVISIONS
BY
09/02/20 OI
PU
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10%01/20 0
PU
PL G PC2
10 14/20 0
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DATE:
APRIL 2020
SCALE:
AS NOTED
DRAWN:
PU
roE:
SHEET NO.
OF SHEETS