HomeMy WebLinkAboutMMP-2026-002 - A1 SITE PLANCARVER DRIVE (60')
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CARVER DRIVE (60')
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PROPOSED
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FIRST FLOOR
SIDE SETBACK
PROPOSED
SECOND FLOOR
SIDE SETBACK
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NEW DRIVEWAY
CURB CUT PER DETAIL 1-20
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MAX. DRIVEWAY CUT
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OFF-SITE
PARKING
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NEW PLCO PER
DISTRICT STANDARD
SEE A/ T0
NEW ONE
STORY RESIDENCE
NEW SECOND
FLOOR ADU
NEW DRIVEWAY
NEW
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OPEN
PATIO
9'-6"
6'-11 1/2"
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SECOND FLOOR
SIDE SETBACK
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6'-8 1/2"
5'-0"
REQD. &
PROPOSED
FIRST FLOOR
SIDE SETBACK
COVERED
PORCH
COVERED
PORCH
HEAT
PUMP
HEAT
PUMP
4'-0"
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EAVE
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1/8" = 1'-0"
A1
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STATE OF CA L IFORNIA
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SITE PLAN & HORIZONTAL CONTROL PLAN
THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED SURVEYOR.
1/8" = 1'-0"
VICINITY MAP
SAW CUT 1’ MIN. OF EXISTING AC
PAVEMENT ALONG THE DRIVEWAY TO BE
REMOVED. REPLACE ASPHALT WITH A
MINIMUM 12” AC DEEP LIFT PLUG.”
REMOVE AND REPLACE EXISTING DRIVEWAY AND
CURB CUT WITH CURB, GUTTER, AND SIDEWALK PER CITY
STANDARD DETAILS 1-16 AND 1-19, AS DIRECTED BY
THE PUBLIC WORKS INSPECTOR. ENSURE GRADES
MATCH AT THE BACK OF SIDEWALK TO ALLOW FOR
POSITIVE DRAINAGE TOWARDS THE PUBLIC STREET,
AND THE CURB AND GUTTER ALSO PROVIDES FOR
POSITIVE DRAINAGE. SAW CUT 1’ MIN. OF EXISTING
AC PAVEMENT ALONG THE DRIVEWAY
TO BE REMOVED. REPLACE ASPHALT
WITH A MINIMUM 12” AC DEEP LIFT PLUG.”
PROJECT CONSTRUCTION ACTIVITIES WILL CONFORM
TO THE APPLICABLE REQUIREMENTS OF THE CITY CODE
CHAPTER 17.04.
R401.3 DRAINAGE
SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES
NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE
WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL NOT
FEWER THAN 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM).
EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL
BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL WITHIN 10 FEET (3048
MM), DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE
DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN
10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED NOT
LESS THAN 2 PERCENT AWAY FROM THE BUILDING.
MECHANICAL EQUIPMENT SHALL BE LOCATED SUCH
THAT SOUND PRESSURE
LEVEL GENERATED BY THE USE OF THE UNIT DOES NOT
EXCEED 50 DECIBELS AT ANY PROPERTY LINE.
ON GRADED SITES, THE TOP OF ANY EXTERIOR
FOUNDATION SHALL EXTEND ABOVE THE ELEVATION
OF THE STREET GUTTER AT A POINT OF DISCHARGE
(OR THE INLET OF AN APPROVED DRAINAGE DEVICE),
A MINIMUM OF 12 INCHES PLUS 2%.
(CBC 1808.7.4) (CRC R403.1.7.3)
PROJECT CONSTRUCTION ACTIVITIES WILL COMPLY WITH
THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT
BASIC CONTROL MEASURES INCLUDED IN THE LATEST
VERSION OF BAAQMD’S CEQA AIR QUALITY GUIDELINES
TO CONTROL FUGITIVE DUST DURING DEMOLITION,
GROUND DISTURBING ACTIVITIES, AND/OR
CONSTRUCTION.
THE PROJECT IS SUBJECT TO THE STANDARDS AND
REQUIREMENTS OF CITY CODE CHAPTER 17.04. THESE
STANDARDS INCLUDE MEASURES TO PROTECT NESTING
BIRDS SHOULD CONSTRUCTION TAKE PLACE BETWEEN
FEBRUARY 1 AND AUGUST 31.
IT IS THE OWNER’S AND CONTRACTOR’S RESPONSIBILITY TO
ENSURE FENCE LOCATION AND HEIGHT ARE INSTALLED PER
THE APPROVED PLAN. FENCES SHALL NOT ENCROACH INTO
PUBLIC RIGHT OF WAY.
SEE CIVIL DRAWINGS FOR THE GRADING
AND DRAINAGE PLANS
SEE LANDSCAPE PACKAGE
FOR PRIVACY SCREENING
UNDERGROUND GAS PIPING INSTALLATION
SHALL COMPLY WITH CPC §1210.0. SPECIFY
THE FOLLOWING:
a.COVER REQUIREMENTS PER CPC
§1210.1.1.
b.TRENCHES PER CPC §1210.1.2.
c.PROTECTION AGAINST CORROSION PER
CPC §1210.1.3.
d.PIPING THROUGH FOUNDATION WALL
CPC §1210.1.5.
PLANNING NOTES
DRAINAGE NOTES
FENCES SHALL NOT BE GREATER THAN 6’ IN
HEIGHT IN ALL SIDE AND REAR YARD AREAS,
AND A MAXIMUM OF 3’ IN HEIGHT IN THE FRONT YARD
AREA. WHERE 6’ HIGH FENCES ARE ALLOWED, 8’ MAY
BE PERMITTED WITH A BUILDING
PERMIT AND NEIGHBOR APPROVAL.
BUILDING OCCUPANCY GROUP R3 & U
TYPE OF CONSTRUCTION V - B
STORIES 2 W/O BASEMENT
AUTOMATIC SPRINKLERS YES
CITY CODE SECTION 17.04.050, GROUND DISTURBING ACTIVITIES (I.E.
DEMOLITION, GRADING, TREE REMOVAL, AND GENERAL CONSTRUCTION
ACTIVITIES) WHICH OCCUR BETWEEN FEBRUARY 1 AND AUGUST 31
REQUIRE THE PERFORMANCE AND SUBMITTAL OF A PRECONSTRUCTION
SURVEY BY A QUALIFIED ORNITHOLOGIST NO MORE THAN SEVEN DAYS
PRIOR TO THE START OF GROUND DISTURBING ACTIVITIES. ADDITIONAL
ACTIONS MAY BE REQUIRED BASED ON THE RESULTS OF THE
PRECONSTRUCTION SURVEY, AS OUTLINED IN CITY CODE SECTION
17.04.050.
GROUND DISTURBING ACTIVITIES WHICH OCCUR BETWEEN SEPTEMBER 1
AND JANUARY 31 DO NOT REQUIRE A PRECONSTRUCTION SURVEY UNDER
THIS CITY CODE SECTION.
SHOULD GROUND DISTURBING ACTIVITIES OCCUR BETWEEN FEBRUARY 1
AND AUGUST 31, A PRECONSTRUCTION SURVEY, COMPLETED NO MORE
THAN SEVEN DAYS BEFORE THE START OF ACTIVITIES, WILL BE
SUBMITTED TO THE CITY IN COMPLIANCE WITH CITY CODE SECTION
17.04.050. ADDITIONALLY, IF FEASIBLE, TREE REMOVAL AND/OR PRUNING
WILL BE COMPLETED BEFORE THE START OF THE NESTING SEASON
(FEBRUARY 1 TO AUGUST 31) TO HELP PRECLUDE NESTING.
LEGEND
PROJECT SUMMARY
PROJECT ADDRESS 10621 CARVER DRIVE.
APN 375 34 046
ZONING DISTRICT R1-7.5
LAND USE LOW RES 1-6 DU/ AC
FLOOD ZONE NO
NET LOT AREA 5100 SF.
PRIOR PERMIT
AREA CALCULATION
ALLOWABLE FLOOR AREA 2295 S.F. (45%)
ALLOWABLE LOT COVERAGE 2550 S.F. (45% +5%)
ALLOWABLE BUILDING HT.16 FT.
PROPOSED BUILDING HT.15'-11"
FLOOR AREA SUMMARY
NEW FIRST FLOOR 2058.9 S.F.
NEW 1 CAR GARAGE 235.7 S.F.
TOTAL PROPOSED FLOOR AREA 2294.6 S.F. ( 44.9%)
ALLOWABLE FLOOR AREA 2295 S.F.
LOT COVERAGE SUMMARY
NEW FIRST FLOOR 2058.8 S.F.
NEW FRONT PORCH 45 S.F.
NEW 1 CAR GARAGE 235.7 S.F.
TOTAL EAVE PROJECTION 201.4 S.F.
PROPOSED COVERAGE 2540.9 S.F. ( 49.8 % )
ADU ( SECOND FLOOR) 799.13 S.F
SB9 SECOND FLR ADU
FRONT SETBACK 20'-0"27'-5"
LEFT SIDE 5'-0"9'-6"
REAR SETBACK 5'-0"35'-8"
RIGHT SIDE 5'-0"6'-11 1/2"
FIRE SPRINKLER SYSTEM SHALL BE DESIGNED
PER NFPA 13D SHALL BE UNDER A SEPARATE PERMIT
AND IS APPLIED FOR WITH THE SCCFD STANDARDS.
WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED
FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE
RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AN SUBCONTRACTORS TO
CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO
COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL
BE INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION
SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE
CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE
CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE
PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S)
UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE
WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED
BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S).
2019 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7.
STREET TREE TO BE INSTALLED BY THE CITY. UPON PROJECT
COMPLETION, THE PROPERTY OWNER SHALL PREPARE AN
ADEQUATE PLANTING AREA AND CONTACT THE CITY AT
408-777-3269 TO ARRANGE FOR THE TREE INSTALLATION.
WATERPROOFING NOTE:
WATERPROOFING MEASURES
DELINEATED IN THE PLAN SET ARE
SUGGESTIONS ONLY. OWNER AND
CONTRACTOR SHALL CONSULT WITH
A WATERPROOFING EXPERT FOR
PROPER INSTALLATION METHODS
FOR ALL AREAS REQUIRING
WATERPROOFING
PRIOR TO BUILDING PERMIT ISSUANCE, PLEASE PROVIDE
SPECIFICATION SHEETS FOR THE PROPOSED AC UNIT AND INDICATE
THE SETBACK OF THE UNIT FROM THE NEAREST PROPERTY LINE.
FOR RESIDENTIAL PROPERTIES, THE DBA LEVEL AT THE RECEIVING
PROPERTY LINE SHALL NOT EXCEED 50 DBA.
IT IS THE OWNER’S AND CONTRACTOR’S
RESPONSIBILITY TO ENSURE FENCE LOCATION AND
HEIGHT ARE INSTALLED PER THE APPROVED PLAN.
FENCES SHALL NOT ENCROACH INTO PUBLIC
RIGHT OF WAY.
THE SLOPE OF GRADE AWAY FROM EXTERIOR
FOUNDATIONS TO BE 6 INCHES MINIMUM WITHIN 10 FEET
(5% MINIMUM). AT IMPERVIOUS SURFACES,
A MINIMUM 2% SLOPE IS PERMITTED
CONTRACTOR SHALL CONTACT PROJECT’S CIVIL ENGINEER AND PUBLIC WORKS
INSPECTOR FOR INSTALLATION AND INSPECTION OF ON-SITE GRADING & DRAINAGE
FACILITIES. A LETTER FROM THE CIVIL ENGINEER WILL BE REQUIRED TO CERTIFY
THAT GRADING AND DRAINAGE SYSTEMS ARE INSTALLED PER DESIGN PRIOR TO
PROJECT ACCEPTANCE.
REMOVE AND REPLACE BROKEN CURB AND GUTTER AS DIRECTED BY THE PUBLIC
WORKS INSPECTOR. ENSURE CURB AND GUTTER PROVIDES FOR POSITIVE
DRAINAGE. SAW CUT 1’ MIN. OF EXISTING AC PAVEMENT ALONG THE CURB &
GUTTER TO BE REMOVED. REPLACE ASPHALT WITH A MINIMUM 12” AC DEEP LIFT
PLUG.”
7.15.25 BP
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