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GENER,4L 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
PARING SPACE.
3. TOPOGRAPHY IS PREPARED BY:
QUIET RIVER LAND SERVICES, ING_
6141 SIERRA COURT, SUITE K
DUBLIN, CA 94568
TEL-.(925)134-6188
4. A DEMOLITION PERMIT IS REQUIRED FOR SIDEWALK, SEWER AND WATER
REPLACEMENT
5. REQUIRED PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED
PRIOR TO DEMO PERMIT ISSUE.
6. SEWER BACKFLOW PROTECTION CERTIFICATE IS REQUIRED PER ORDINANCE
NO.1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT.
1. THE SURVEYOR RECOMMENDS THE CITY VERIFY THAT THE PERTINENT
RESIDENCES WERE USED IN THE CALCULATION.
S_ 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.
II. 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 WORK 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. AN ENCROACHMENT PERMIT FOR THE
SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST
CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE BUILDING PERMIT.
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.
5. A SURVEY BY A LICENSED SURVEYOR OR ENGINEER IS REQUIRED. THE
SURVEY SHALL SHOW HOW THE PROPERTY LINES WERE DETERMINED AND
THAT THE PROPERTY CORNERS WERE SET WITH SURVEYORS LICENSE
NUMBERSON DURABLE MONUMENTS- THIS SURVEY SHALL BE ATTACHED TO
THE CONSTRUCTION PLANS. ALL CORNERS NEED TO BE MAINTAINED OR
REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPERTY CORNERS SHALL
BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE END OF
THE PROJECT.
6. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S
RIGHT-OF-WAY.
1. CONSTRUCTION AND BUILDING USE SHALL CONFORM TO CONDITIONS AS
DESCRIBED BY PLANNING COMMISSION AND/OR CITY COUNCIL ACTIONS.
S. 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 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 SNOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY
OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN.
BFD CV 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 1-1/4"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 UFC APPENDIX IIIA.
5CI4MATIC UJA
NOT TO 5CALE
DR,41N,4GE NOTES=
RAINWATER COLLECTION
ALL NEW ROOF RAINWATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL
GUTTERS, UNLESS NOTED OTHERWISE, LOCATED AT THE EAVES. PAINT TO MATCH COLOR
SCHEME OF RESIDENCE. GUTTER SHALL LEAD TO 2" X 4" RECTANGULAR METAL
DOWNSPOUTS OR DOWNSPOUTS TO MATCH EXISTING AND/OR COPPER RAINWATER LEADER
DOWNSPOUTS SHALL TERMINATE BELOW GRADE TO A PERIMETER 4" DIAMETER 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) 22M 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 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.
L PROVIDE A BACKFLOW PREVENTION DEVICE: USC APPROVED DOUBLE
CHECK VALVE ASSEMBLY. GENERAL CONTRACTOR SHALL ENSURE THE
DOUBLE CHECK VALVE FOR FIRE PROTECTION SHALL BE TESTED AND
APPROVED BY A SAN MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED
CONTRACTOR PRIOR TO SCHEDULING WATER DEPT. FINAL INSPECTION.
2. MINIMUM WATER METER SIZE SHALL ACCOMMODATE BOTH DOMESTIC AND FIRE
SPRINKLER SYSTEM DEMAND TOTALS,
3. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX
B- FIRE FLOW FOR 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:
1. 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, PLACING SPACES: COMPLY WITH ALL
RELEVANT SECTIONS.
T,48LE NO. >4=ILA=1
MINIMUM REQUIRED FIRE FLOW 4 FLOW DUR,4TION 51JILDING5
FIRE AREA {square feet)
FIRE
FLOVV
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DURATION
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0-22,700
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03,200
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03,600
1,500
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8,201-10,900
5,901-7.900
3.601-0,800
1,750
30,20138,700
17.001-21.800
10.901-12,900
7.901-9.800
4.801-6.200
2.000
2
36,701-48,300
21.801-24,200
12,901-17,400
9.801-12.600
6.201-7,700
2,260
48,301-59,000
24.201-33,200
17,401-21,300
12,601-15,400
7.701-9,400
2,500
5%001-70,900
33,201-39,700
21,301-25,500
15,401-18,400
9,401-11,300
2,750
70,901-81700
39,701-47,100
25,50130,100
18,401-21,800
11,301-13,400
3,000
83,701-97,700
47,101-54,900
30.10135,200
21,801-25.900
13.401-15.800
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
63.401-72,400
40,601-46,400
29,301-33.500
18.001-20,600
3,750
128,701-145,900
72,401-82,100
46,401.52,500
33,501-37.900
20,601-23,300
4,000
145,901-164,200
82,101-92,400
52,501'�59,100
37,901-42,700
23,301-26,300
4,250
164,201-1;83,400
92,401-103,100
59.101-86,000
42,701-47,700
26,301-29,300
4,500
183,401-203.700
103,101-114,600
56.001-73,300
47.701-53.000
29.301-32,800
4.750
203,701-226.200
114.601-126,700
73,301.81,100
53.001-58.600
32.601-36,000
5,000
M,201-247,700
126.701-139,400
81,101.89,200
58,601-65.400
36,001-39,600
5,260
247,701-271,200
139,401-162,600
89,201-97,700
65,401-70,600
39,601.43,400
5,500
271,201-295,900
152,601-166,500
97,701-106,5W
70,601-77,000
43,401-47,400
5,750
295,901-Greater
186,601-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
"
125,501-136,500
90.601-97.900
55.701-60,200
6,500
135,501-145,800
97.901-106,800
60,201$4,800
6,750
"
145,801-156,700
106,801-113,200
64,801.69,600
7,000
"
156,701-167.900
113,201-121,300
69,601-74.800
7,250
"
187.901-179.400
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
PURL IC WORK NOTES=
1. ANY WOW 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. FOR REQUIREMENTS RELATED TO ISSUANCE OF AN ENCROACHMENT PERMIT,
VISIT: https-//wwwburlingame.org/departments/public works/encroachment-permitphp
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. NEW SINGLE FAMILY HOMES: THIS PROJECT SHALL (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL
EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER
MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY OTHER
UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OFWAY.
4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00A1"I. 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 18.08.090,
6- ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY
STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED,
ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL
BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL.
1, NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY.
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
11- IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP MUST BE IMPLEMENTED AROUND
NEW OR EXISTING CITY STREET TREE.
12. ALL WORK WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH CITY STANDARDS AND DETAILS. STANDARD DETAILS ARE AVAILABLE AT:
https://wwwburlingame.cre/departments/public works/city standard details.php.
13. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. ALL CONSTRUCTION
WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT APWA-AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE CALIFORNIA STOR WIATER QUALITY ASSOCIATION'S STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, AND THE
CITY OF BURLINGAME STORMWATER MANAGEMENT AND DISCHARGE CONTROL ORDINANCE (MUNICIPAL CODE CHAPETR 15.14) A COPY OF THE
5TOR'1WATER CONSTRUCTION BEST MANAGEMENT PRACTICES CAN BE FOUND AT http://Iululu.flowstobay.org/brochures. UPON COMPLETION OF
THE WORK, ALL 5TOR'1WATER PROTECTION MEASURES SHALL BE ENTIRELY REMOVED AND THE RIGHT-OF-WAY SHALL BE LEFT IN AS
PRESENTABLE A CONDITION AS EXISTED BEFORE WOW STARTED.
14, ALL DAMAGED AND DISPLACED CURB, GUTTER AND/OR SIDEWALK FRONTING SITE MUST BE REPLACED PRIOR TO FINAL OF BUILDING
PERMIT.
15. PER MUNICIPAL CODE SECTION 18.08.0210, NO STORM WATER OR UNDERGROUND WATER DRAINING FROM ANY LOT, BUILDING, OR PAVED
AREA SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THIS WATER BE CONNECTED TO 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.
NOTES:
I. WHERE THE PROPERTY LINE IS LESS THAN TEN (10) FEET FROM THE EXIT
TERMINAL OF ANY NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY
MECHANICAL EQUIPMENT THE PIPE SIZE OF THE FINAL TEN (10) FEET OF ANY
TERMINAL MUST BE INCREASED TO THREE INCHES (39 OR, AS AN
ALTERNATIVE, MANUFACTURER -APPROVED BAFFLES MUST BE INSTALLED.
2. CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR
SEDIMENT FROM LEAVING THE SITE AND FLOWING INTO THE STREET, CURB OR
GUTTER (USE STRAW WADDLES)
3. REPLACE DAMAGED OR DISPLACED CURB, GUTTER AND/OR SIDEWALK
ALONG THE PROPERTY FRONTAGE. A CITY ENCROACHMENT PERMIT IS
REQUIRED.
4, THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER
ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT
THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS
REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S
PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR
CONNECTED TO THE SEWER MAINS.
5. DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SNOW ON
51TE PLAN, DISTANCES BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE
CLOSEST ADJUSTED DRIVEWAYS.
6. A PROPERTY SURVEY IS REQUIRED IF ANY PART OF PERMANENT STRUCTURE
INCLUDING FOOTING IS WITHIN 12" OF PROPERTY LINE.
4C NOTES
AC EQUIPMENT WILL NOT EXCEED A MAXIMUM
OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) C15A
DAYTIME (1:00 AM - 10,00 PM) OR FIFTY (50) C15A
NIGHTIME (10-00 PM - 1:00 AM) AS MEASURED
FROM THE PROPERTY LINE. BMC 25B 050
SITE NOTES:
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
AND ALL FIRE SERVICES OF ANY SIZE ARE TO BE
INSTALLED PER CITY STANDARD PROCEDURES AND
SPECIFICATION.
4_ ANY OTHER UNDERGROUND UTILITY WORKS WITHIN
CITY'S RIGHT-OF-WAY.
5. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR
THESE ITEMS. THOUGH THERE IS NO SIDEWALK, CURB,
OR GUTTER PROVIDE A PROPER DRAINAGE SYSTEM
(SEE SITE DEWY. PLAN) SO THAT STREET STORM
RUNOFF DOES NOT ENTER THE PRIVATE PROPERTY.
PLEASE SHOW A 12" FREEBOARD.
(o. NO PERMANENT STRICTURES, RETAINING WALLS,
FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED
BEYOND THE PROPERTY LINE AND INTO THE PUBLIC
RIGHT-OF-WAY.
(N) &'-0" SOLID
WOOD FENCING PLUS
12" LATTICE
ADJACENT NEIGHBOR
BUILDING SETBACK
ADDRESS:
SETBACK:
128
213'
124
40
120
349'
116
33D'
712
106 (61TE)
3210'
20,4'
102
25.8,
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REVISIONS
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10 08/20
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10 27/20 0
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Illx0'l •' BOTTOM
NOTE:
STAIN NATURAL
12" LATTICE ON TOP
�f 4 211411 PT. RWD KICKBOARD
12
1-1N15N GRADE
12" DIA. GONG. PIERS, 30" DEEP (T1 P.)
V
OOD FENCE
LE: NTS
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FIN15HED
GRADE
CV .
/I�2.5x ROOTBALL MIN.11L
SHRUB PLANTING
RUBBER CINCH TIE OR EQUAL
4" MULCH IN BASIN
WATER BASIN
*311 HIGH LIP
ROUGHEN SIDES
$ BOTTOM OF PIT
1
PREPARED BACKFILL
*AMEND WITH ORGANIC
5% ORGANIC COMPOST
4 M''CORRHIZAL FUNGI
PER MFR'5 5PEC5
CONVEX PLANTER BASE
PEDE5TAL
SCALE: NTS
CONCRETE UNIT PAVERS
POLYMERIC SAND JOINTS
*W/ SAND LOCK
2" LAYER COMPACTED
SAND BASE
VEHICULAR UNIT
LJ % SCALE: NTS
COMPACTED CLASS II
AGGREGATE BASE
COMPACTED SUDGRADE
PAVER PAVING
(N) 0-0" SOLID -
WOOD FENCING
PLUS 12" LATTICE
(E) TREE
TO REMAIN
(N) STONE FIREPIT
20" TALL
*NATURAL GAS
(N) EVERGREEN
PKI HEDGE
(N) 0-0" SOLID —
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PLUS 12" LATTICE
ir
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TOWN SPECS / STDS
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(E)
RESIDENCE
ADJACENT
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LANDSCAPE PLAN
SCALE: 3/32" = 1 '-0"
PLANT L15T
10a NEWHALL ROAD. BURLINGAME, CA
TREES
SYM
BOTANICAL NAME
COMMON NAME
QTY.
SIZE/SPACING
GROWTH RATE
B
LAURUS N05IL15 'SARATOGA' (STD)
GRECIAN LAUREL
1
24" BOX
MODERATE
C
QUERCUS RUBRA
RED OAK
1
24" BOX
MODERATE
D
TR15TANIOP515 LAURINA 'ELEGANT'
SWAMP MYRTLE
2
24" BOX
MODERATE
E
ACER PALMATUM 'SANGKU KAKU'
JAPANESE MAPLE
12
24" BOX
SLOW
SHRUBS
I
EUONYMUS BUXIFOLIA
50XLEAF EUONYMUS
11
5 GALLON
MODERATE
2
R05A 'ICEBERG FLORIBUNDA'
GROUNDCOVER ROSE
2
5 GALLON
MODERATE
3
LIGUSTRUM JAPONICUM 'TEXANUM'
JAPANESE PRIVET
3
15 GALLON
FAST
4
DIETES VELETA
FORTNIGHT LILY
3
5 GALLON
MODERATE
5
PITT05PORUM 'GOLF BALL'
PITT05PORUM
20
15 GALLON
MODERATE
6
COLEONEMA PULCHRUM
PINK BREATH -OF -HEAVEN
6
15 GALLON
MODERATE
PITT05PORUM TENUIFOLIUM
PITT05PORUM
20
15 GALLON
MODERATE
8
CAMELLIA SASANQUA
SASANQUA CAMELLIA
3
15 GALLON
MODERATE
9
HEMEROCALLIS 'DWARF RED'
DAYLILY
9
15 GALLON
MODERATE
10
ANIGOZANTH05 'PINK'
ANIGOZANTH05 PINK
2
5 GALLON
FAST
11
LAURUS NOBIL16 'SHRUB'
GRECIAN LAUREL
1
15 GALLON
MODERATE
VINES
V-1
TRACHELOSPERMUM JASMINOIDES
STAR JASMINE
1
I GAL
MODERATE
LAWN
BOLERO BLEND, DELTA BLUEGRASS CO.
1000 SF
ROLLS
SLOW
GENERAL NOTES
1. 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.
& 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 I(o%, SHALL BE CULTIVATED AND ROTOTILLED TO A DEPTH OF SIX (6) INCHES WITH FIVE (5) CUBIC YARDS OF SOIL MIX PER 1000
SQUARE FEET.
2. SOIL AMENDMENTS SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE
PERMITTED. SOIL AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT: SOIL MIX EQUALING 10% REDWOOD NITRIFIED COMPOST, 30% SANDY LOAM.
3, PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (GENERALLY). THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH
A MIXTURE OF IMPORTED SOIL TO EXISTING SOIL AT A RATIO OF 00/20.
4, SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS I GALLON SIZE AND LARGER. BASINS SHALL BE MULCHED WITH A 2" LAYER OF BARK CHIPS. CHIPS SHALL BE A MINIMUM OF 1
1/2" IN SIZE.
5. ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE, AGRIFORM (OR EQUIVALENT). APPLICATION SHALL BE ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
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.
0. 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.
HANDSCAPE NOTES
1. CONCRETE PAVING SHALL BE 4" THICK WITH $3 REBAR AT IS" O.G. COLOR: TAN
DRIVEWAY SHALL BE: UNIT PAVERS TYPE: QUARRY STONE PATTERN: OLD TOWN COLOR: TAN / GREY
STONE SHALL BE: BLUESTONE COLOR: TAN / GREY
2. STEEL REINFORCEMENT SHALL BE TIED AND SET CENTERED IN THE THICKNESS SPECIFIED ABOVE.
3, ROUGH GRADING AND FINAL GRADING SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. THE SOIL SHALL BE GRADED SUCH THAT IT SLOPES AWAY FROM THE BUILDING
FOUNDATIONS.
4. CONTRACTOR SHALL VERIFY ALL PROPERTY LINES ADJACENT TO THE AREA OF WORK. NO ENCROACHMENT SHALL BE PERMITTED ON ADJACENT LANDS UNLESS WRITTEN
PERMISSION IS OBTAINED FROM THE LAND OWNER OR CITY BUILDING DEPARTMENTS.
REVISIONS
BY
PLNG PC1
10/08/20 0
PU
PLNG PC2
10/27/20 Al
PU
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DATE:
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SCALE:
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DRAWN:
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