Attachment B - Project Plans — Pacifica City Council, November 12, 2024

LANDS OF SAN PEDRO VALLEY, LLC "SAN PEDRO TERRACE" 5 MAPS 60 BLOCK 18 APN 023-037-030 S4°46'00"W 75.00' S85°14'00"E 68.84' N12°36'00"W 26.19' S85°14'00"E 52.38' N12°30'00"W 13.31' N18°03'00"E 38.30' N85°14'00"W 118.20'
S4°46'00"W 25.00'

BASIS OF BEARINGS
OLYMPIAN WAY (40' ROW) LANDS OF HOMSHER APN 023-037-020 LANDS OF WOOD APN 023-037-040 LANDS OF GUST APN 023-037-140 LANDS OF GARCIA/WALKER APN 023-037-010 TREES TO BE REMOVED PER ARBORIST REPORT, TYP TREES TO BE REMOVED PER ARBORIST REPORT, TYP TREES TO BE REMOVED PER ARBORIST REPORT, TYP TREES TO BE REMOVED PER ARBORIST REPORT, TYP HYD HYDRANT FF FINISHED FLOOR FS FINISHED SURFACE CONTOUR LINE W/ ELEVATION EP EDGE OF PAVEMENT LEGEND CL CENTERLINE FINISHED GRADE WATER VALVE FGWV BUILDING FOOTPRINT IR IRRIGATION CONTROLS DI DRAINAGE INLET WOODEN FENCE LINE TREE CONC CONCRETE BOUNDARY OF ADJOINING PROPERTIES BOUNDARY OF PROPERTY LINE RL RIDGE LINE ELEVATION GF GARAGE FLOOR ELEVATION FD FOUND (XXX) RECORD DATA CHAIN LINK FENCE LINE 0 5 10 20 1" = 10' AC DRIVEWAY

TENTATIVE PARCEL MAP-URBAN LOT SPLIT
BEING A SUBDIVION OF LOTS 39, 40, 41 OF
BLOCK 18 AS SHOWN IN BOOK 5 OF MAPS PG 60

CITY OF PACIFICA, SAN MATEO COUNTY
TOPOGRAPHIC SURVEY C1.1 1"=10' TENTATIVE PARCEL MAP SB 9 - URBAN LOT SPLIT TOPOGRAPHIC NOTES TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM A FIELD SURVEY CONDUCTED BY PROFESSIONAL LAND SERVICES IN 2021. THE CONTOUR INTERVAL IS 1'. BENCHMARK THE ELEVATIONS ARE BASED FROM THE POINT "CP 2" BEING A PK NAIL IN ASPHALT, SET IN NEAR THE CENTERLINE OF OLYMPIAN WAY AND THE INTERSECTION OF THE NORTHERLY TERMINUS OF SUSSEX WAY, AND WITH SAID POINT HAVING A NORTHING OF 2045404.65, AND AN EASTING OF 5978552.53 BEING IN NAD83 CALIFORNIA ZONE 3 STATE PLANE COORDINATE SYSTEM, AND HAVING AN ELEVATION OF 238.27 BEING NAVD 88. BASIS OF BEARINGS THE BEARING OF S4°46'00"W ALONG THE WESTERLY LINE OF OLYMPIAN WAY (FORMERLY CLIFTON AVENUE) BETWEEN TWO FOUND MONUMENTS HAVING A DISTANCE BETWEEN THEM OF 25.00', AS SHOWN ON RECORD OF SURVEY 2288, RECORDED IN VOLUME 37 OF LLS MAPS AT PAGE 57 ON OCTOBER 11, 2012 IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY. ZONING THE EXISTING ZONE IS R1. THERE IS NO CHANGE TO THE EXISTING ZONING. EROSION CONTROL THE SUBDIVIDER INTENDS TO INSTALL EROSION CONTROL MEASURES DURING CONSTRUCTION. SOILS ENGINEER DAN DYCKMAN GEOFORENSICS, INC. 303 VINTAGE PARK DRIVE, SUITE 220 FOSTER CITY, CALIFORNIA 94404 650.349.3369 [email protected] LEGAL DESCRIPTION THE LAND REFEREED TO HEREIN IS SITUATED IN THE CITY OF PACIFICA, COUNTY OF SAN MATEO , STATE OF CALIFORNIA , DESCRIBED AS FOLLOWS: LOTS 39, 40, AND 41, BLOCK 18, AS DESIGNATED ON THE MAP ENTITLED "MAP OF SAN PEDRO TERRACE BY THE SEA BEING A PART OF SAN PEDRO RANCH SAN MATEO COUNTY, CALIFORNIA", WHICH WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN MATEO, STATE OF CALIFORNIA, ON FEBRUARY 3, 1908, IN BOOK 5 OF MAPS AT PAGE 60. ASSESSOR'S PARCEL NUMBER (APN) : 023-037-030 OWNER SAN PEDRO VALLEY, LLC APPLICANT MICHAEL JIMENEZ CIVIL ENGINEER MIKE O'CONNELL, PE C75811 EXPIRES 6/30/24 650.303.0495 VICINITY MAP NTS PARCEL A 3,643 SF
S4°46'00"W 37.50' S85°14'00"E 68.84'
N12°36'00"W 26.19' S85°14'00"E 52.38'
N12°30'00"W 13.31'
N18°03'00"E 25.69' N85°14'00"W 118.20'
S4°46'00"W 25.00'

TENTATIVE PARCEL MAP-URBAN LOT SPLIT
BEING A SUBDIVION OF LOTS 39, 40, 41 OF
BLOCK 18 AS SHOWN IN BOOK 5 OF MAPS PG 60

CITY OF PACIFICA, SAN MATEO COUNTY
TENTATIVE PARCEL MAP C2.1 1"=10'
PARCEL A 3,643 SF
S4°46'00"W 37.50' S85°14'00"E 68.84' N12°36'00"W 26.19' S85°14'00"E 52.38' N12°30'00"W 13.31' N18°03'00"E 25.69'
N85°14'00"W 118.20'
S4°46'00"W 25.00'

BASIS OF BEARINGS
OLYMPIAN WAY (40' ROW) LANDS OF HOMSHER APN 023-037-020 LANDS OF WOOD APN 023-037-040 LANDS OF GUST APN 023-037-140 LANDS OF GARCIA/WALKER APN 023-037-010 PARCEL B 3,637 SF S4°46'00"W 37.50'
N18°03'00"E 12.61' S85°14'00"E 51.23' S85°14'00"E 60.97' N4°46'00"E 12.50' 1- NOTE: ALL RETAINING WALLS ARE SUBJECT TO BUILDING INSPECTIONS BY THE BUILDING DEPARTMENT AND A SEPARATE BUILDING PERMIT FOR RETAINING WALLS IN THE RIGHT-OF-WAY IS REQUIRED. 0 5 10 20 1" = 10'

TENTATIVE PARCEL MAP-URBAN LOT SPLIT
BEING A SUBDIVION OF LOTS 39, 40, 41 OF
BLOCK 18 AS SHOWN IN BOOK 5 OF MAPS PG 60

CITY OF PACIFICA, SAN MATEO COUNTY
GRADING AND DRAINAGE PLAN C2.2 1"=10' RIGHT-OF-WAY CONSTRUCTION NOTES 1. AN ENCROACHMENT PERMIT ISSUED FROM PUBLIC WORKS WILL BE REQUIRED FOR WORK DONE IN THE PUBLIC RIGHT-OF-WAY. ALL IMPROVEMENTS WITHIN THE CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED PER CITY STANDARDS. AN ENCROACHMENT BOND (OR CASH OR CERTIFICATE OF DEPOSIT) WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 2. ALL ENGINEERING INSPECTIONS REQUIRE 24-HOUR NOTICE. 3. CONSTRUCTION WORKING HOURS SHALL NOT EXTEND BEYOND 9 A.M. TO 4 P.M., MONDAY THROUGH FRIDAY, WITHOUT SPECIFIC WRITTEN PERMISSION FROM THE CITY OF PACIFICA (PMC 8-1.08). 4. 5. ROADWAYS SHALL BE MAINTAINED CLEAR OF CONSTRUCTION MATERIALS AND DEBRIS AT ALL TIMES. DAILY ROAD CLEANUP WILL BE ENFORCED. 6. HOLES OR TRENCHES WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE BACKFILLED BEFORE LEAVING EACH NIGHT UNLESS WRITTEN PERMISSION IS PROVIDED BY THE CITY ENGINEER, WHICH MUST BE REQUESTED AT LEAST 24 HOURS ADVANCE. 7. ALL RECORDED SURVEY POINTS, MONUMENTS, RAILROAD SPIKES, PINS, CROSS CUTS ON TOP OF SIDEWALKS AND TAGS ON TOP OF CULVERT HEADWALLS OR END WALLS, WHETHER WITHIN PRIVATE PROPERTY OR PUBLIC RIGHT-OF-WAY, SHALL BE PROTECTED AND PRESERVED. IF SURVEY POINT(S) ARE ALTERED, REMOVED, OR DESTROYED, THE APPLICANT SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A LICENSED SURVEYOR OR QUALIFIED CIVIL ENGINEER TO RESTORE OR REPLACE THE SURVEY POINTS AND RECORD THE THE REQUIRED MAP, PRIOR TO THE COMPLETION OF THE BUILDING PERMIT. 8. ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF PACIFICA SPECIFICATIONS AND WILL BE SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. 9. EXISTING CURB, SIDEWALK, OR STREET ADJACENT TO PROPERTY FRONTAGE THAT IS DAMAGED OR DISPLACED SHALL BE REPAIRED OR REPLACED EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED FOR THIS PROJECT. 10. ANY DAMAGE TO IMPROVEMENTS WITHIN CITY RIGHT-OF-WAY OR TO ANY PRIVATE PROPERTY, WHETHER ADJACENT TO SUBJECT PROPERTY OR NOT, THAT IS DETERMINED BY THE CITY ENGINEER TO HAVE RESULTED FROM CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT, SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 11. THERE SHALL BE NO STRUCTURAL ENCROACHMENT INTO THE PUBLIC RIGHT-OF-WAY. 12. TRENCHES OR HOLES IN THE STREET OR SIDEWALK AREAS MUST HAVE A 6" SHOULDER ON ALL SIDES (A 6" TEE-CUT) AT LEAST 16" BELOW THE FINISHED SURFACE. FROM THAT LEVEL UP TO THE UNDERSIDE OF THE PAVEMENT OR CONCRETE, THE TRENCH OR HOLE SHALL BE BACKFILLED WITH CALTRANS CLASS 2 AGGREGATE BASE MATERIAL, COMPACTED TO 95% OF MAXIMUM DENSITY (PLACED AND COMPACTED IN MAX 8" LIFTS). 13. EDGES OF PAVEMENT PATCHES SHALL BE PARALLEL AND/OR PERPENDICULAR TO THE EDGE OF THE STREET (CURB LINE). PATCHES WITHIN 12 INCHES OF PAVEMENT EDGE SHALL BE EXTENDED TO THE PAVEMENT EDGE. PAVEMENT PATCH MUST BE CALTRANS 1/2" MEDIUM HOT MIX ASPHALT COMPACTED TO 95% IN 2" LIFTS. 14. PATCHES IN CONCRETE SIDEWALK OR DRIVEWAY APPROACHES SHALL BE SAW-CUT AT EXISTING SCORE JOINTS, INCLUDING 6" BEHIND THE FACE OF CURB IF THE CURB IS NOT BEING REPLACED. 1/2" x 12" DOWELS MUST BE INSERTED AT LEAST 4" INTO ADJACENT CURB AND 6" INTO ADJACENT FLATWORK. 15. COVERS OR PLATES OR OTHER ITEMS EMBEDDED WITHIN THE SIDEWALK AREA MUST BE FLUSH WITH THE SURROUNDING SURFACE, AND MUST NOT HAVE GAPS OR HOLES THAT JEOPARDIZE BICYCLISTS, CHILDREN, PEDESTRIANS, SENIORS, OR THE DISABLED, AND MUST HAVE NON-SLIP SURFACES. 16. THE CONTRACTOR OR OWNER SHALL CONTACT THE WASTEWATER TREATMENT PLANT (PHONE 738-4669) 24 HOURS PRIOR TO STARTING EACH OF THE FOLLOWING ITEMS: TRENCHING, BACKFILLING, PAVEMENT RESTORATION, SEWER TAP, PIPE INSTALLATION OR ANY OTHER SEWAGE WORK. 17. NO PODS, DEBRIS BOX OR EQUIPMENT SHED IS ALLOWED IN THE STREET OR SIDEWALK. 18. NO WASTEWATER (INCLUDING EQUIPMENT CLEANING WASH WATER, VEHICLE WASH WATER, COOLING WATER, AIR CONDITIONER CONDENSATE, AND FLOOR CLEANING WASH WATER) SHALL BE DISCHARGED TO THE STORM DRAIN SYSTEM, THE STREET, OR GUTTER. NOTES 1. DISCHARGE FIRE SPRINKLER WATER TO LANDSCAPE AREA OR SEWER. 2. DIRECT ROOF RUNOFF ON TO VEGETATED AREAS. 3. CONSTRUCT ALL SEWER IMPROVEMENTS PER CITY STANDARDS. 4. CUT = 178 CY FILL = 69 CY EXPORT = 109 CY Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long.

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 overfi lled. 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 fl uids as hazardous waste.

Construction Entrances and Perimeter Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to suffi ciently 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.

Materials & Waste Management Equipment Management &
Spill Control
Maintenance and Parking Designate an area, fi tted 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 or drop cloths big enough to collect fl uids. Recycle or dispose of fl uids 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, or steam cleaning equipment.

Spill Prevention and Control Keep spill cleanup materials (e.g., rags, absorbents and cat litter) 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 fl uids 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 signifi cant spills immediately. You are required by law to report all signifi cant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor’s Offi ce of Emergency Services Warning Center, (800) 852-7550 (24 hours).

Earthmoving
Schedule grading and excavation work
during dry weather.
Stabilize all denuded areas, install and
maintain temporary erosion controls (such as erosion control fabric or bonded fi ber matrix) until vegetation is established. Remove existing vegetation only when
absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. Prevent sediment from migrating offsite
and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fi ber rolls, silt fences, sediment basins, gravel bags, berms, etc. Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.

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. Discharges of groundwater or captured
runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. Divert run-on water from offsite away
from all disturbed areas.
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 or suspected
contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off-site for treatment and proper disposal.

Dewatering
Avoid paving and seal coating in wet
weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. 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
Protect nearby storm drain inlets when
saw cutting. Use fi lter fabric, catch basin inlet fi lters, 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 fi nished 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.
Store concrete, grout, and mortar away
from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. Wash out concrete equipment/trucks
offsite or in a designated washout area, where the water will fl ow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. When washing exposed aggregate,
prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly.

Painting Cleanup and Removal Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. For water-based paints, paint out brushes
to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm 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 excess liquids 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. Chemical paint stripping residue and chips
and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a statecertifi ed contractor.

Painting & Paint Removal
Concrete, Grout & Mortar
Application
Protect stockpiled landscaping materials
from wind and rain by storing them under tarps all year-round. Stack bagged material on pallets and
under cover.
Discontinue application of any erodible
landscape material within 2 days before a forecast rain event or during wet weather.

Landscaping
Paving/Asphalt Work
Storm drain polluters may be liable for
fi nes of up to $10,000 per day!

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION
CONSTRUCTION OF (N) 2-STORY SINGLE FAMILY HOME ON VACANT PARCEL NEW 2-STORY SINGLE FAMILY HOMETBD OLYMPIAN WAY PARCEL ATBD OLYMPIAN WAY PARCEL APACIFICA, CA 94044 1 1/26/2024 PLANNING SUBMITTAL
1/26/2024 11:02:15 AM
A0.0

TITLE SHEET

TBD OLYMPIAN WAY, PACIFICA, CA PARCEL A

NEW TWO STORY SINGLE FAMILY HOME

PLANNING DATA

ABBREVIATIONS PROJECT SCOPE BUILDING CODE DATA PROJECT INFORMATION

PROJECT DIRECTORY

PROJECT NOTES

CALGREEN CONSTRUCTION REQUIREMENTS

DRAWING INDEX
A0.0 TITLE SHEET
A0.1 3D VIEWS
A0.2 PHOTOS
A1.1 ARCHITECTURAL SITE PLAN
A2.1 LEVEL 1 AND 2 FLOOR PLAN
A1.2 LANDSCAPE PLAN
A1.3 NEAREST FIRE HYDRANT
A2.2 ROOF PLAN
A3.1 FRONT AND REAR ELEVATIONS
A3.2 RIGHT AND LEFT ELEVATIONS
A3.3 SECTIONS
A3.4 SLOPE SECTION
TYPE OF OCCUPANCY: R3/U
CONSTRUCTION TYPE: VB

BEARING AND NON-BEARING
WALLS (LESS THAN 5' FROM
PROPERTY LINE): 1-HOUR
OPENINGS NOT PERMITTED LESS THAN 3'

FROM PROPERTY LINE
NUMBER OF STORIES: 2
ALL WORK TO CONFORM TO 2022 CRC, CBC,
CFC, CPC, CMC, CEC, CEnC, AND CGBC.

PROJECT COMMON ADDRESS:

TBD OLYMPIAN WAY
PACIFICA, CA 94044 PARCEL A
ASSESSOR'S PARCEL NUMBER: 023-037-030
ZONING: R-1 SINGLE FAMILY RESIDENTIAL

APPLICANT / OWNER - SAN PEDRO LLC

DESIGN / DRAFTING PKM CONSTRUCTION AMBROGIO PANESI

SURVEYOR PROFESSIONAL LAND SERVICES MIKE MAHONEY
650-302-3164
(650) 244-9667
ENGINEER ROUND HOUSE INDUSTRIES MIKE O'CONNELL (650) 303-0495

SERVICE COMPANY CONTACT TELEPHONE
* CONTRACTOR SHALL PROVIDE, AT THE TIME OF FINAL INSPECTION, AN OPERATION AND MAINTENANCE

MANUAL TO THE OWNER OR OCCUPANT,
ADDRESSING ITEMS 1 THROUGH 10 IN CALGREEN SECTION 4.410.1. * PER CALGREEN SECTION 4.408.2, CONTRACTOR SHALL PROVIDE AND SUBMIT A CONSTRUCTION WASTE

MANAGEMENT PLAN, DIVERTING A
MINIMUM OF 65% OF WASTE GENERATED AT THE SITE TO RECYCLE OR SALVAGE, TO THE BUILDING DEPARTMENT. THE FOLLOWING INFORMATION
SHALL BE PROVIDED IN THE PLAN:
· IDENTIFY MATERIALS TO BE RECYCLED, REUSED, OR SALVAGED · SPECIFY IF MATERIALS WILL BE SORTED ON SITE OR MIXED FOR TRANSPORTATION · IDENTIFY THE DIVERSION FACILITY(IES) TO BE USED
· IDENTIFY CONSTRUCTION METHODS TO BE USED TO LIMIT WASTE GENERATION · SPECIFY THAT THE AMOUNT OF MATERIALS DIVERTED ARE TO BE CALCULATED BY WEIGHT OR VOLUME * AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER-BASED.
* PROTECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, AND CONDUITS AT EXTERIOR WALLS AGAINST THE PASSAGE OF RODENTS.
* COVER DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS DURING CONSTRUCTION.
* ADHESIVES, SEALANTS, AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS.
* PAINTS, STAINS, AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. * AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS.

VERIFICATION OF COMPLIANCE SHALL BE PROVIDED.
* CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. * MINIMUM OF 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH SECTION

4.504.4.
* PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD, AND HARDWOOD PLYWOOD USED IN INTERIOR

FINISH SYSTEMS SHALL COMPLY WITH LOW
FORMALDEHYDE EMISSION STANDARDS.
* INSTALL CAPILLARY BREAK AND VAPOR RETARDER AT SLAB ON GRADE FOUNDATIONS. * CHECK MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING BEFORE ENCLOSURE.
* EACH BATHROOM SHALL BE MECHANICALLY VENTILATED WITH AN ENERGY STAR EXHAUST FAN, AND

FAN MUST BE CONTROLLED BY A HUMIDITY
CONTROL.
* DUCT SYSTEMS SHALL BE SIZED, DESIGNED, AND EQUIPMENT SELECTED PER SECTION 4.507.2. HVAC

SYSTEM INSTALLERS MUST BE TRAINED
AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED.

RHB RADIANT HEATING BOILER

WNDW WINDOW

WT WEIGHT

WR WATER RESISTANT

WP WATERPROOF

W/O WITHOUT
W x H WIDTH BY HEIGHT

WH WATER HEATER

WD WOOD

WC WATER CLOSET

W/ WITH

W WEST, WASHER, OR WATER

VERT VERTICAL

UNO UNLESS NOTED OTHERWISE

TYP TYPICAL

TV TELEVISION

TP TOP OF PAVEMENT

TOW TOP OF WALL

TOS TOP OF SUBFLOOR

TOP TOP OF PLATE

TO TOP OF

THK THICK

TEL TELEPHONE

TOC TOP OF CURB

TBD TO BE DETERMINED

T & G TONGUE AND GROOVE

TRANSFORMER

T TILE, TREAD, TOP, OR

SYM SYMMETRICAL

SW SHEAR WALL

SUBFLR SUBFLOOR

SUB SUBCONTRACTOR

STRUCT STRUCTURAL

STOR STORAGE

STL STEEL

SS SANITARY SEWER

SQ SQUARE

SPEC SPECIFICATION

SL SLIDING

SIM SIMILAR

SHTG SHEATHING

SHT SHEET

SHWR SHOWER

SH SHOWER HEAD

SF SQUARE FEET OR SQUARE FOOT

SD SMOKE DETECTOR/STORM
DRAIN

SCHED SCHEDULE

SB SETBACK

S SOUTH

ROW RIGHT-OF-WAY

RO ROUGH OPENING

RM ROOM

REV REVISION

REQ'D REQUIRED

REINF REINFORCED OR

REINFORCEMENT

REF REFRIGERATOR

RD ROOF DRAIN

RAG RETURN AIR GRILLE

R RADIUS

PT POINT OR PRESSURE TREATED

PR PAIR

PLYWD PLYWOOD

PL PLATE OR PROPERTY LINE

OPP OPPOSITE

O/H OVERHEAD

OH OVERHANG

OPNG OPENING

OFF OFFICE

OVERFLOW DRAIN

OD OUTSIDE DIAMETER OR

OC ON CENTER

OA OVERALL
O OVEN

NTS NOT TO SCALE

NSF NET SQUARE FEET

NR NON-RATED

NOM NOMINAL

NIC NOT IN CONTRACT

NA NOT AVAILABLE

N/A NOT APPLICABLE
(N) NEW

N NORTH

MTL METAL

MTD MOUNTED

MLDG MOULDING

MISC MISCELLANEOUS

MIN MINIMUM

MH MANHOLE

MFR MANUFACTURER

MECH MECHANICAL

MAX MAXIMUM

LT LIGHT

LAV LAVATORY

LAM LAMINATE

LINEN LINEN CLOSET

JT JOINT OR JOINT TRENCH

INT INTERIOR

INSUL INSULATION

HR HOUR

HORIZ HORIZONTAL

HT HEIGHT

HDWD HARDWOOD

HDR HEADER

HC HANDICAP

GYP BD GYPSUM BOARD

GR GRADE

GL GLASS

GD GARBAGE DISPOSAL

GC GENERAL CONTRACTOR

GALV GALVANIZED

GA GAUGE
G GAS

FTG FOOTING

FT FOOT OR FEET

FP FIREPLACE

FLUOR FLUORESCENT

FL FLOOR

FIN FINISH

FF FINISHED FLOOR

FOUND FOUNDATION

FD FLOOR DRAIN

FAR FLOOR AREA RATIO

FAU FORCED AIR UNIT

FURN FURNACE

EXT EXTERIOR

EQPT EQUIPMENT

ENG ENGINEER

ELEV ELEVATION

ELEC ELECTRICAL

EA EACH
(E) EXISTING

DWG DRAWING

DW DISHWASHER

DS DOWNSPOUT

DR DOOR

DN DOWN

DIM DIMENSION

DIA DIAMETER

DEG DEGREES

DEPT DEPARTMENT

DBL DOUBLE

D DRYER

CONT CONTINUOUS

CONC CONCRETE

COL COLUMN

CO CLEAN OUT

CMU CONCRETE MASONRY UNIT

CLST CLOSET

CLG CEILING

CL CENTERLINE

CB CATCH BASIN

CAB CABINET

BOT BOTTOM

BM BEAM

BLKG BLOCKING

BLK BLOCK

BLDG BUILDING

AS ABOVE SLAB

ASF ABOVE SUBFLOOR

APPROX APPROXIMATE

AFF ABOVE FINISHED FLOOR

A/C AIR CONDITIONER

AB ANCHOR BOLT
# NUMBER
@ AT CONSTRUCTION OF NEW 2-STORY SINGLE

FAMILY HOME
- FIRE SPRINKLERS REQUIRED PER NFPA 13D STANDARDS, UNER SEPARATE PERMIT.

LOT SIZE 3,633 SF
(N) GARAGE 218 SF (UN-CONDITIONED)
(N) LEVEL 1 LIVING AREA
957 SF (CONDITIONED)
1,263 SF (CONDITIONED)
(N) LEVEL 2 LIVING AREA
(N) TOTAL LIVING AREA 2,220 SF (CONDITIONED)
(N) LOT COVERAGE 1,263 / 3,633 = 34.76 %
2,094 SF
2,094 / 3,633 SF = 57.63%
(N) LANDSCAPED / NATURALLY

VEGETATED AREA

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PROJECT ADDRESS: PROJECT SCOPE:

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NATURAL VEGETATION

OLYMPIAN WAY
131 OLYMPIAN WAY
85° 14' 00"

60.00'
S E
4° 46' 00"

12.48'
NE
4° 46' 00"

37.50'
SW
4' - 0"
4' - 0"
29' - 6"
15%
4' - 0"
4' - 0"
57' - 3 7/8"
RISERS @

TREAD DEPTH
7 0' - 7 1/4"
1' - 8"
RISERS @

TREAD DEPTH
2 0' - 7"
0' - 10"
10' - 0" 10' - 0"
3' - 0" 10' - 7"

COVERED PORCH
CARAGE
REAR DECK 2-STORY SINGLE FAMILY HOME

TBD OLYMPIAN WAY

PARCEL A
APN 023
-037-030
1 8
°
09 '
00 "

25. 72
'
N
E
85° 14' 00"

52.41'
S E
85° 14' 00"
118.25'
S E
3' - 0"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

ARCHITECTURAL

SITE PLAN
1/8" = 1'-0"
1 ARCHITECTURAL SITE PLAN
N
15' 10'-6"
DN
DN
DN
DN

OLYMPIAN WAY
A
E
A
L M M
M
M
M
A A E
E
E
E
A M

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SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

LANDSCAPE
PLAN
1/8" = 1'-0"
1 LANDSCAPE PLAN

PLANTING SCHEDULE
LETTER ABR BOTANICAL NAME Type Count SIZE
WUCOLS
WATER
USE
CAL
NATIVE

DROUGHT

TOLERANT SOURCE
SEA
COAST

TOLERAN
T
A MYR CAL Myrica California Pacific Wax Myrtle 2 5 5 GAL LOW YES YES LAS PILITAS NURSERY VERY E RHA CAL Rhamnus Californica 'Mound San Bruno' *California Coffee Berry 4 5 GAL LOW YES YES LAS PILITAS NURSERY VERY L QUG AGR Quercus Agrifolia Coast Live Oak Tree 1 15 GAL LOW YES YES LAS PILITAS NURSERY VERY M CLI DOU Clinopodium Douglasii Yerba Bueno 5 1 GAL LOW YES YES LAS PILITAS NURSERY VERY N

TBD OLYMPIAN

PARCEL A
023-037-030
Pervious Paver path

DISTANCE FROM NEAREST FIRE

HYDRANT TO FURTHEST POINT
OF BUILDING = +/- 449'

DISTANCE FROM STREET

ACCESS TO FURTHEST POINT
OF BUILDING = +/- 110'
75'
264'
8 0
'
8 0
'

OLYMPIAN WAY
30'
30'

SHEET TITLE
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PROJECT ADDRESS: PROJECT SCOPE:

NEAREST FIRE

HYDRANT
1" = 40'-0"
1 NEAREST FIRE HYDRANT
1" = 40'-0"
2 FIRE PLAN
REF
Range
DN
DN
W/D
UP
1 A3.3
46' - 0"
17' - 1 1/2" 8' - 7" 20' - 3 1/2"
0' - 9 1/2" 2' - 6"
0' - 3 1/2"
2' - 6" 4' - 6 5/8" 2' - 6" 4' - 2" 2' - 6" 6' - 10 7/8" 4' - 6" 2' - 3" 4' - 6" 2' - 3" 4' - 6" 1' - 3 1/2" 18' - 9" 10' - 9"
12' - 7" 6' - 4" 10' - 7"
29' - 6"
1' - 6 1/2" 2' - 6" 1' - 0" 2' - 6" 1' - 0" 2' - 6" 4' - 2 1/2" 3' - 0" 0' - 8" 0' - 9 1/2"
9' - 0" 0' - 9 1/2"
5' - 0" 3' - 0" 24' - 1 3/4" 13' - 10 1/4" 5' - 0"
1' - 6" 2' - 6" 4' - 0 1/2" 2' - 6" 4' - 0" 2' - 6" 4' - 0" 2' - 6" 3' - 5 1/2" 2' - 6" 1' - 0" 2' - 6" 1' - 0" 2' - 6" 1' - 6" 46' - 0"
1' - 6" 14' - 0" 0' - 8 3/4"
2' - 0"
0' - 6"
0' - 11 1/2"
2' - 6" 0' - 9" 2' - 6" 0' - 9" 2' - 6"
0' - 9 1/2"
214
215
218
219
220
D200
221
222
200 201 202
203
204
205
207
208
209
D190
D205
D204
GARAGE
OFFICE F.F. 237' 5"
BATH 2
PANTRY F.F. 237' 5"

KITCHEN
DINING
LIVING
15%
213 212 211
2 A3.3
20' - 0"
RISERS @

TREAD DEPTH
16 0' - 7 5/8"
0' - 10"
3' - 4" 3' - 3 1/2"
RISERS @

TREAD DEPTH
2 0' - 6"
0' - 10"
D208
D207
D206
LEVEL 2 F.F.
236" 5"
5' - 3 1/2" 10' - 0" 4' - 3 1/2" 4' - 3 1/2" 4' - 3 1/2" 9' - 10" 29' - 6"
1 A3.4
ENTRY
LEVEL 2

REAR DECK
D214
225
226
227
4' - 10" 5' - 5 1/2"
0' - 9 3/4"
1' - 9"
0' - 5 1/4"
4' - 1 1/2"
1 A3.3
D111 D112
D113
D109
D108
D107
D106
D105
D104
D101
D103
D102
100 101 102
103
D100
116
115
114
113
112
111
110
109
D109
108
107
106
104
29' - 6"
19' - 2 1/2" 10' - 3 1/2"
16' - 10 1/2" 12' - 5 3/4"
1' - 4 1/2" 14' - 0" 4' - 2 3/8" 2' - 6"
0' - 9"
2' - 6"
0' - 9"
2' - 6"
0' - 9 1/2"
46' - 0"
4' - 6 3/4" 5' - 8 3/4" 5' - 3 1/2" 10' - 1 1/2" 10' - 4" 3' - 4" 6' - 7 1/2" 0' - 9 1/2" 2' - 6" 7' - 3 5/8" 2' - 6" 13' - 3 7/8" 2' - 6" 3' - 4" 2' - 6" 5' - 1 1/2" 5' - 2" 0' - 11 1/2" 29' - 6"
12' - 7" 6' - 4" 10' - 7"
46' - 0"
5' - 0" 15' - 7" 11' - 6 3/4" 2' - 3 1/2" 11' - 6 3/4" 5' - 0" 1' - 6" 2' - 6" 4' - 0" 2' - 6" 4' - 0" 2' - 6" 4' - 0" 2' - 6" 3' - 6" 2' - 6" 1' - 0" 2' - 6" 1' - 0" 2' - 6" 1' - 0" 2' - 6" 1' - 0"

MASTER BEDROOM
MASTER
BATH
MASTER
CLOSET
BEDROOM 1
BEDROOM 2
BEDROOM 3
BATH 1
CLOSET

CLOSET CLOSET

LAUNDRY
LEVEL 1 REAR DECK
2 A3.3 6' - 5 1/4" 6' - 1 3/4" 3' - 4" 3' - 3 1/2" 3' - 5 3/4" 6' - 9 3/4" 4' - 10" 5' - 7" LEVEL 1 F.F.
226' 3"
HALL
STAIRS
D212
D211
D213
6' - 3 1/2"
1' - 7 1/2" 3' - 4" 0' - 8"
3' - 1 1/2"
5' - 0" 3' - 5 1/2"

SHEET TITLE
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PROJECT ADDRESS: PROJECT SCOPE:

FLOOR PLAN

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL

PROPOSED CONCRETE WALL
1-HOUR WALL

WALL LEGEND
N
LEVEL 1 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation
Comment
s Level
100 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
101 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 102 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
103 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
104 2' - 6" 3' - 6" 4' - 6" 8' - 0" CASEMENT LEVEL 1 F.F. 106 2' - 6" 5' - 6" 2' - 6" 8' - 0" CASEMENT LEVEL 1 F.F. 107 2' - 6" 5' - 6" 2' - 6" 8' - 0" FIXED LEVEL 1 F.F.
108 4' - 6" 3' - 0" 5' - 0" 8' - 0" AWNING LEVEL 1 F.F. 109 2' - 6" 3' - 0" 5' - 0" 8' - 0" FIXED LEVEL 1 F.F.
110 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 111 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
112 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 113 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 114 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
115 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
116 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 200 2' - 6" 5' - 0" 3' - 6" 8' - 6" FIXED LEVEL 2 F.F.
201 2' - 6" 5' - 0" 3' - 6" 8' - 6" CASEMENT LEVEL 2 F.F. 202 2' - 6" 5' - 0" 3' - 6" 8' - 6" FIXED LEVEL 2 F.F.
203 2' - 6" 5' - 0" 3' - 6" 8' - 6" CASEMENT LEVEL 2 F.F. 204 2' - 6" 5' - 0" 3' - 6" 8' - 6" FIXED LEVEL 2 F.F.
205 2' - 6" 5' - 0" 3' - 6" 8' - 6" CASEMENT LEVEL 2 F.F. 207 4' - 6" 2' - 0" 5' - 6" 7' - 6" FIXED GARAGE F.F.
208 4' - 6" 2' - 0" 5' - 6" 7' - 6" FIXED GARAGE F.F.
209 4' - 6" 2' - 0" 5' - 6" 7' - 6" FIXED GARAGE F.F.
211 2' - 6" 4' - 6" 3' - 0" 7' - 6" FIXED LEVEL 2 F.F.
212 2' - 6" 4' - 6" 3' - 0" 7' - 6" CASEMENT LEVEL 2 F.F. 213 2' - 6" 4' - 6" 3' - 0" 7' - 6" FIXED LEVEL 2 F.F.
214 2' - 6" 5' - 6" 3' - 0" 8' - 6" FIXED LEVEL 2 F.F.
215 2' - 6" 5' - 6" 3' - 0" 8' - 6" CASEMENT LEVEL 2 F.F. 218 2' - 6" 5' - 6" 3' - 0" 8' - 6" FIXED LEVEL 2 F.F.
219 2' - 6" 5' - 6" 3' - 0" 8' - 6" FIXED LEVEL 2 F.F.
220 2' - 6" 5' - 6" 3' - 0" 8' - 6" CASEMENT LEVEL 2 F.F. 221 2' - 0" 5' - 0" 3' - 6" 8' - 6" CASEMENT LEVEL 2 F.F. 222 1' - 9" 5' - 0" 3' - 6" 8' - 6" FIXED LEVEL 2 F.F.
225 2' - 6" 3' - 6" 4' - 0" 7' - 6" CASEMENT GARAGE F.F. 226 2' - 6" 5' - 6" 3' - 0" 8' - 6" CASEMENT LEVEL 2 F.F. 227 2' - 6" 5' - 6" 3' - 0" 8' - 6" FIXED LEVEL 2 F.F.

LEVEL 1 DOOR SCHEDULE
Mark Width Height Operation Comments Level
D100 14' - 0" 8' - 0" SLIDING LEVEL 1 F.F.

D101 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D102 2' - 4" 6' - 8" SINGLE LEVEL 1 F.F.

D103 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D104 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D105 5' - 0" 6' - 8" DOUBLE LEVEL 1 F.F.

D106 4' - 8" 6' - 8" DOUBLE LEVEL 1 F.F.

D107 5' - 0" 6' - 8" SLIDING LEVEL 1 F.F.

D108 5' - 0" 6' - 8" SLIDING LEVEL 1 F.F.

D109 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D111 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D112 5' - 0" 6' - 8" SLIDING LEVEL 1 F.F.

D113 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D190 9' - 0" 8' - 0" OVERHEAD GARAGE F.F.

D200 14' - 0" 8' - 0" SLIDING LEVEL 2 F.F.

D204 5' - 0" 6' - 8" DOUBLE LEVEL 2 F.F.

D205 3' - 0" 7' - 0" SINGLE LEVEL 2 F.F.

D206 2' - 6" 6' - 8" SINGLE GARAGE F.F.

D207 2' - 6" 6' - 8" SINGLE GARAGE F.F.

D208 2' - 6" 6' - 8" SINGLE GARAGE F.F.

D211 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D212 2' - 4" 6' - 8" SINGLE LEVEL 1 F.F.

D213 5' - 0" 6' - 8" DOUBLE LEVEL 1 F.F.

D214 2' - 2" 6' - 8" SINGLE GARAGE F.F.

NEW PLUMBING FIXTURE NOTES:
• MAX FLOW RATE OF SHOWERHEADS SHALL BE 1.8 GPM
• MAX FLOW RATE OF LAVATORY FAUCETS SHALL BE 1.2 GPM
• MAX FLOW RATE OF KITCHEN FAUCETS SHALL BE 1.8 GPM
• ALL TOILETS SHALL BE MAX 1.28 GPF
EGRESS NOTES:

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR
8' - 0"
1' - 6"
4' - 6"
1' - 6"
1' - 6"
1' - 6"
1' - 6"
1' - 6"
5' - 0"

SHEET TITLE
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PROJECT ADDRESS: PROJECT SCOPE:

ROOF PLAN
N

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL
PROPOSED CONCRETE WALL 1-HOUR WALL

WALL LEGEND
NEW PLUMBING FIXTURE NOTES:
• MAX FLOW RATE OF SHOWERHEADS SHALL BE 1.8 GPM
• MAX FLOW RATE OF LAVATORY FAUCETS SHALL BE 1.2 GPM
• MAX FLOW RATE OF KITCHEN FAUCETS SHALL BE 1.8 GPM
• ALL TOILETS SHALL BE MAX 1.28 GPF
EGRESS NOTES:

AT LEAST ONE WINDOW IN EACH BEDROOM SHALL MEET THE
FOLLOWING REQUIREMENTS:
• MIN. 5.7 SF IN OVERALL SIZE
• MIN. 24" CLEAR OPENING HEIGHT
• MIN. 20" CLEAR OPENING WIDTH
• SILL A MAX. OF 44" ABOVE FINISHED FLOOR
GENERAL NOTES:
• ALL FRAMING DIMENSIONS ARE TO ROUGH FRAMING UNLESS
OTHERWISE NOTED.
1/4" = 1'-0"
1 ROOF PLAN
LEVEL 1 T.O.P. 11'
- 3 1/2"
GARAGE F.F. 13'
- 5 1/2"
LEVEL 1 F.F. 2'
- 3 1/2"
TOP OF ROOF 22'
- 11 1/2"
LEVEL 2 T.O.P. 21' - 11 1/2"
D205
D190
LEVEL 2 F.F. 12' - 5 1/2"
213 212 211
1' - 0" 8' - 6" 1' - 0" 1' - 2" 9' - 0"
20' - 8"
9' - 6"

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR
(N) MILGARD VINYL DUAL-PANE

WINDOWS WITH BRONZE SASH
(TYP.)
(N) BOARD AND BATTEN SIDING

OVER 'TYVEK', OR SIMILAR,
BUILDING PAPER (TYP.)
2x10 FASCIA (TYP.)
LEVEL 1 T.O.P. 11'
- 3 1/2"
GARAGE F.F. 13'
- 5 1/2"
LEVEL 1 F.F. 2'
- 3 1/2"
TOP OF ROOF 22'
- 11 1/2"
LOWEST ADJ GRADE-11' - 7 3/4"
LEVEL 2 T.O.P. 21'
- 11 1/2"
34' - 7 1/4"
202 201 200
102 101 100
D200
221
D100
LEVEL 2 F.F. 12'
- 5 1/2"
9' - 0" 1' - 2" 1' - 0" 1' - 0" 8' - 6" 13' - 11 1/4"
9' - 6"
(N) BOARD AND BATTEN SIDING

OVER 'TYVEK', OR SIMILAR,
BUILDING PAPER (TYP.)
(N) MIN 42" HIGH GLASS RAILING (TYP.)

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING
SYSTEM, OR SIMILAR (TYP.)
(N) MILGARD VINYL DUAL-PANE

WINDOWS WITH BRONZE SASH
(TYP.)
MIN 7/8" STUCCO SIDING WITH SMOOTH
TROWELED FINISH OVER 2 LAYERS
GRADE 'D' BUILDING PAPER (TYP.)
2x10 FASCIA (TYP.)

SHEET TITLE
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PROJECT ADDRESS: PROJECT SCOPE:

FRONT AND
REAR

ELEVATIONS
1/4" = 1'-0"
1 FRONT ELEVATION
1/4" = 1'-0"
2 REAR ELEVATION
11'
- 3 1/2" LEVEL 1 T.O.P.
13' - 5 1/2" GARAGE F.F.
2' - 3 1/2" LEVEL 1 F.F.
22' - 11 1/2" TOP OF ROOF
-11' - 7 3/4" LOWEST ADJ GRADE
21' - 11 1/2" LEVEL 2 T.O.P.
222
116 115 114 113 112 111 110
109
220 219 218 215 214
12' - 5 1/2" LEVEL 2 F.F.
34' - 7 1/4"
1' - 0" 8' - 6" 1' - 0" 1' - 2" 9' - 0" 13' - 11 1/4"
9' - 6"
227 226
(N) BOARD AND BATTEN SIDING

OVER 'TYVEK', OR SIMILAR,
BUILDING PAPER (TYP.)
(N) MIN 42" HIGH GLASS
RAILING (TYP.)

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING
SYSTEM, OR SIMILAR (TYP.)
(N) MILGARD VINYL DUAL-PANE

WINDOWS WITH BRONZE SASH
(TYP.)
(N) MIN 42" HIGH WOOD
2x10 FASCIA (TYP.) RAILING (TYP.)
LEVEL 1 T.O.P. 11' - 3 1/2"
GARAGE F.F. 13'
- 5 1/2"
LEVEL 1 F.F. 2'
- 3 1/2"
TOP OF ROOF 22'
- 11 1/2"

LOWEST ADJ GRADE
-11' - 7 3/4"
LEVEL 2 T.O.P. 21' - 11 1/2"
1 5%
103
204 203
104
205
107 106
108
209 208 207
LEVEL 2 F.F. 12'
- 5 1/2"
225 242' - 0"
212' - 4"
237' - 5"
34' - 7 1/4"
1' - 0" 8' - 6" 1' - 0" 1' - 2" 9' - 0" 13' - 11 1/4"
9' - 6"
(N) BOARD AND BATTEN

SIDING OVER 'TYVEK', OR

SIMILAR, BUILDING
PAPER (TYP.)
(N) MIN 42" HIGH
GLASS RAILING (TYP.)

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING
SYSTEM, OR SIMILAR (TYP.)
(N) MILGARD VINYL DUAL-

PANE WINDOWS WITH
BRONZE SASH (TYP.)
MIN 7/8" STUCCO

SIDING WITH

SMOOTH TROWELED
FINISH OVER 2

LAYERS GRADE 'D'

BUILDING PAPER
(TYP.)
(N) MIN 42" HIGH WOOD
RAILING (TYP.)
2x10 FASCIA (TYP.)

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

RIGHT AND LEFT

ELEVATIONS
1/4" = 1'-0"
1 LEFT ELEVATION
1/4" = 1'-0"
2 RIGHT ELEVATION
LEVEL 1 T.O.P. 11'
- 3 1/2"
GARAGE F.F. 13'
- 5 1/2"
LEVEL 1 F.F. 2'
- 3 1/2"
TOP OF ROOF 22'
- 11 1/2"

LOWEST ADJ GRADE
-11' - 7 3/4"
LEVEL 2 T.O.P. 21'
- 11 1/2"
LEVEL 2 F.F. 12'
- 5 1/2"
7' - 1 1/8"
D105
113 114 115 116
218 219 220
D204
D109

LIVING DINING
ENTRY

MASTER BEDROOM
LEVEL 1

REAR DECK
HALL
STAIRS
LEVEL 2

REAR DECK
212' - 4"
226' - 3"
236' - 5"
237' - 5"
246' - 11"
D211
215 227
LEVEL 1 T.O.P. 11' - 3 1/2"
GARAGE F.F. 13'
- 5 1/2"
LEVEL 1 F.F. 2'
- 3 1/2"
TOP OF ROOF 22'
- 11 1/2"

LOWEST ADJ GRADE
-11' - 7 3/4"
LEVEL 2 T.O.P. 21'
- 11 1/2"
LEVEL 2 F.F. 12'
- 5 1/2"
D205
D207
D213 D107
BATH 2 ENTRY LIVING
MASTER
CLOSET
STAIRS HALL BEDROOM 1

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

SECTIONS
1/4" = 1'-0"
1 LONGITUDINAL SECTION
1/4" = 1'-0"
2 TRANSVERSE SECTION
LEVEL 1 T.O.P. 11'
- 3 1/2"
GARAGE F.F. 13'
- 5 1/2"
LEVEL 1 F.F. 2'
- 3 1/2"
LEVEL 1 PLATE 1' - 1 1/2"
TOP OF ROOF 22'
- 11 1/2"
LOWEST ADJ GRADE-11' - 7 3/4"
LEVEL 2 T.O.P. 21'
- 11 1/2"
LEVEL 2 F.F. 12'
- 5 1/2"
10' - 0" 46' - 0" 57' - 3 7/8"
113' - 3 7/8"
REAR

PROPERTY LINE

SLOPE CALCS
(B) WHERE THE SLOPE OF THE FRONT HALF OF ANY RESIDENTIAL LOT IS GREATER THAN ONE FOOT RISE OR FALL IN A HORIZONTAL DISTANCE OF FOUR (4') FEET FROM THE ESTABLISHED STREET ELEVATION OF THE LOT AT THE FRONT STREET LINE (TWENTY-FIVE (25%) PERCENT), OR WHERE THE ELEVATION OF THE LOT AT THE FRONT STREET LINE IS SIX (6') FEET ABOVE OR BELOW THE ESTABLISHED STREET ELEVATION, A PRIVATE GARAGE OR CARPORT, ATTACHED OR DETACHED, MAY BE BUILT TO WITHIN TEN (10') FEET OF THE FRONT LOT LINE IF SUCH REDUCTION WILL NOT INTEREFERE WITH EXISTING OR PROPOSED PUBLIC UTILITIES OR ESTABLISHED SETBACK LINES; PROVIDED,

HOWEVER, SUCH GARAGE OR CARPORT SHALL MAINTAIN THE SIDE YARD SETBACKS REQUIRED FOR THE MAIN BUILDING. AN ADDITIONAL REDUCTION IN THE FRONT YARD SETBACK MAY BE PERMITTED IF THE PROPERTY IS

LOCATED ON AN IMPROVED PUBLIC ROAD WHERE A CURB HAS BEEN CONSTRUCTED OR AN OFFICIAL STREET IMPROVEMENT PLAN HAS BEEN ESTABLISHED. THE ADDITIONAL REDUCTION IN THE FRONT YARD SETBACK WHICH MAY BE PERMITTED SHALL BE ONE FOOT FOR EACH TWO (2') FEET FROM THE PROPERTY LINE TO THE FACE OF THE CURB. THE MAXIMUM PERMITTED REDUCTION SHALL BE FOUR (4') FEET. SUCH REDUCTION SHALL

NOT BE PERMITTED IF IT WILL INTERFERE WITH ANY ESTABLISHED PLAN LINE FOR ROAD IMPROVEMENTS OR WIDENING.
18' - 2 7/8"
242' - 8"
212' - 4"
242' 8" - 212' 4" = 30' 4"
30' 4" /74' 10 3/4" = 40.50% > 25%

FRONT HALF OF LOT
74' - 10 3/4"
56' - 8" 56' - 8"
FRONT
STREET

LINE (FACE

OF CURB)
FRONT

PROPERTY LINE

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

SLOPE SECTION
3/16" = 1'-0"
1 SLOPE SECTION

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION
CONSTRUCTION OF (N) 2-STORY SINGLE FAMILY HOME
NEW 2-STORY SINGLE FAMILY HOMETBD OLYMPIAN WAY PARCEL BTBD OLYMPIAN WAY PARCEL BPACIFICA, CA 94044 1 1/26/2024 PLANNING SUBMITTAL
1/26/2024 11:10:28 AM
A0.0

TITLE SHEET

TBD OLYMPIAN WAY, PACIFICA, CA PARCEL B

TWO STORY NEW SINGLE FAMILY HOME

PLANNING DATA

ABBREVIATIONS PROJECT SCOPE BUILDING CODE DATA PROJECT INFORMATION

PROJECT NOTES

CALGREEN CONSTRUCTION REQUIREMENTS

DRAWING INDEX
A0.0 TITLE SHEET
A0.1 3D VIEWS
A0.2 PHOTOS
A1.1 ARCHITECTURAL SITE PLAN
A1.2 LANDSCAPE PLAN
A1.3 NEAREST FIRE HYDRANT
A2.1 LEVEL 1 AND 2 FLOOR PLANS
A2.2 ROOF PLAN
A3.1 FRONT ELEVATIONS
A3.2 RIGHT ELEVATION
A3.3 SECTIONS
A3.4 SLOPE SECTION
TYPE OF OCCUPANCY: R3/U
CONSTRUCTION TYPE: VB

BEARING AND NON-BEARING
WALLS (LESS THAN 5' FROM
PROPERTY LINE): 1-HOUR
OPENINGS NOT PERMITTED LESS THAN 3'

FROM PROPERTY LINE
NUMBER OF STORIES: 2
ALL WORK TO CONFORM TO 2022 CRC, CBC,
CFC, CPC, CMC, CEC, CEnC, AND CGBC.

CONTRUCTION OF NEW 2-STORY SINGLE

FAMILY HOME
PROJECT COMMON ADDRESS:

TBD OLYMPIAN WAY
PACIFICA, CA 94044
ASSESSOR'S PARCEL NUMBER: 023-037-030
ZONING: R-1 SINGLE FAMILY RESIDENTIAL

RHB RADIANT HEATING BOILER

WNDW WINDOW

WT WEIGHT

WR WATER RESISTANT

WP WATERPROOF

W/O WITHOUT
W x H WIDTH BY HEIGHT

WH WATER HEATER

WD WOOD

WC WATER CLOSET

W/ WITH

W WEST, WASHER, OR WATER

VERT VERTICAL

UNO UNLESS NOTED OTHERWISE

TYP TYPICAL

TV TELEVISION

TP TOP OF PAVEMENT

TOW TOP OF WALL

TOS TOP OF SUBFLOOR

TOP TOP OF PLATE

TO TOP OF

THK THICK

TEL TELEPHONE

TOC TOP OF CURB

TBD TO BE DETERMINED

T & G TONGUE AND GROOVE

TRANSFORMER

T TILE, TREAD, TOP, OR

SYM SYMMETRICAL

SW SHEAR WALL

SUBFLR SUBFLOOR

SUB SUBCONTRACTOR

STRUCT STRUCTURAL

STOR STORAGE

STL STEEL

SS SANITARY SEWER

SQ SQUARE

SPEC SPECIFICATION

SL SLIDING

SIM SIMILAR

SHTG SHEATHING

SHT SHEET

SHWR SHOWER

SH SHOWER HEAD

SF SQUARE FEET OR SQUARE FOOT

SD SMOKE DETECTOR/STORM
DRAIN

SCHED SCHEDULE

SB SETBACK

S SOUTH

ROW RIGHT-OF-WAY

RO ROUGH OPENING

RM ROOM

REV REVISION

REQ'D REQUIRED

REINF REINFORCED OR

REINFORCEMENT

REF REFRIGERATOR

RD ROOF DRAIN

RAG RETURN AIR GRILLE

R RADIUS

PT POINT OR PRESSURE TREATED

PR PAIR

PLYWD PLYWOOD

PL PLATE OR PROPERTY LINE

OPP OPPOSITE

O/H OVERHEAD

OH OVERHANG

OPNG OPENING

OFF OFFICE

OVERFLOW DRAIN

OD OUTSIDE DIAMETER OR

OC ON CENTER

OA OVERALL
O OVEN

NTS NOT TO SCALE

NSF NET SQUARE FEET

NR NON-RATED

NOM NOMINAL

NIC NOT IN CONTRACT

NA NOT AVAILABLE

N/A NOT APPLICABLE
(N) NEW

N NORTH

MTL METAL

MTD MOUNTED

MLDG MOULDING

MISC MISCELLANEOUS

MIN MINIMUM

MH MANHOLE

MFR MANUFACTURER

MECH MECHANICAL

MAX MAXIMUM

LT LIGHT

LAV LAVATORY

LAM LAMINATE

LINEN LINEN CLOSET

JT JOINT OR JOINT TRENCH

INT INTERIOR

INSUL INSULATION

HR HOUR

HORIZ HORIZONTAL

HT HEIGHT

HDWD HARDWOOD

HDR HEADER

HC HANDICAP

GYP BD GYPSUM BOARD

GR GRADE

GL GLASS

GD GARBAGE DISPOSAL

GC GENERAL CONTRACTOR

GALV GALVANIZED

GA GAUGE
G GAS

FTG FOOTING

FT FOOT OR FEET

FP FIREPLACE

FLUOR FLUORESCENT

FL FLOOR

FIN FINISH

FF FINISHED FLOOR

FOUND FOUNDATION

FD FLOOR DRAIN

FAR FLOOR AREA RATIO

FAU FORCED AIR UNIT

FURN FURNACE

EXT EXTERIOR

EQPT EQUIPMENT

ENG ENGINEER

ELEV ELEVATION

ELEC ELECTRICAL

EA EACH
(E) EXISTING

DWG DRAWING

DW DISHWASHER

DS DOWNSPOUT

DR DOOR

DN DOWN

DIM DIMENSION

DIA DIAMETER

DEG DEGREES

DEPT DEPARTMENT

DBL DOUBLE

D DRYER

CONT CONTINUOUS

CONC CONCRETE

COL COLUMN

CO CLEAN OUT

CMU CONCRETE MASONRY UNIT

CLST CLOSET

CLG CEILING

CL CENTERLINE

CB CATCH BASIN

CAB CABINET

BOT BOTTOM

BM BEAM

BLKG BLOCKING

BLK BLOCK

BLDG BUILDING

AS ABOVE SLAB

ASF ABOVE SUBFLOOR

APPROX APPROXIMATE

AFF ABOVE FINISHED FLOOR

A/C AIR CONDITIONER

AB ANCHOR BOLT
# NUMBER
@ AT
* CONTRACTOR SHALL PROVIDE, AT THE TIME OF FINAL INSPECTION, AN OPERATION AND MAINTENANCE

MANUAL TO THE OWNER OR OCCUPANT,
ADDRESSING ITEMS 1 THROUGH 10 IN CALGREEN SECTION 4.410.1. * PER CALGREEN SECTION 4.408.2, CONTRACTOR SHALL PROVIDE AND SUBMIT A CONSTRUCTION WASTE

VERIFICATION OF COMPLIANCE SHALL BE PROVIDED.
* CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. * MINIMUM OF 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH SECTION

4.504.4.
* PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD, AND HARDWOOD PLYWOOD USED IN INTERIOR

FAN MUST BE CONTROLLED BY A HUMIDITY
CONTROL.
* DUCT SYSTEMS SHALL BE SIZED, DESIGNED, AND EQUIPMENT SELECTED PER SECTION 4.507.2. HVAC

SYSTEM INSTALLERS MUST BE TRAINED
AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED. - FIRE SPRINKLERS REQUIRED UNDER A SEPARATE PERMIT, PER NFPA 13D STANDARDS.

LOT SIZE 3,653 SF
LEVEL 1 LIVING AREA 1,317 SF (CONDITIONED)
GARAGE 208 SF (UN-CONDITIONED)
(N) TOTAL LIVING AREA 2,198 SF (CONDITIONED)
LEVEL 2 LIVING AREA 881 SF (CONDITIONED)
LOT COVERAGE 1,317 SF / 3,653 SF = 36.02%

APPLICANT / OWNER -

PROJECT DIRECTORY

SERVICE COMPANY CONTACT TELEPHONE

SAN PEDRO LLC
DESIGN / DRAFTING PKM CONSTRUCTION AMBROGIO PANESI (650) 302-3164 ENGINEER ROUNDHOUSE, INC. MIKE O'CONNELL (650) 303-0495 2,200 SF / 3,653 SF = 60.02%

TOTAL LANDSCAPE /

NATURAL VEGETATION AREA

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

OLYMPIAN WAY
155 OLYMPIAN WAY
131 OLYMPIAN WAY
85° 14' 00"

60.00'
S E
4° 46' 00"

12.48'
NE
4' - 0"
4' - 0" 4' - 0"
8' - 0"
4° 46' 00"

37.50'
SW
15% 10' - 0"
85° 14' 00"

52.41'
S E
85° 14' 00"

52.38'
S E
85° 14' 00"
118.25'
S E
12°
30'
00"
N
26 .19'
W
85° 14' 00"

68.84'
S E
1 8
°
09 '
00 "

25. 72
'
N
E
1 8
°
09 '
00 "
1 2.
60 '
N
E
12°
30'
00"
N
13 .31'
W
1 A3.4
62' - 8 5/8"
4' - 0"
2-STORY SINGLE FAMILY HOME

TBD OLYMPIAN WAY PARCEL B
APN 023-037-030

REAR DECK

COVERED PORCH
GARAGE
RISERS @

TREAD DEPTH
8 0' - 7 1/2"
2' - 6"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

ARCHITECTURAL

SITE PLAN
1/8" = 1'-0"
1 ARCHITECTURAL SITE PLAN
N
DN

OLYMPIAN WAY
1 B
L
A
A
B
C
B
B
B
M M
B
B
M M
B

TBD OLYMPIAN

PARCEL B
APN 023-037-030

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

LANDSCAPE
PLAN
1/8" = 1'-0"
1 LANDSCAPE PLAN
N

PLANTING SCHEDULE
LETTER ABR BOTANICAL NAME Type Count SIZE
WUCOLS
WATER
USE
CAL
NATIVE

DROUGHT

TOLERANT SOURCE

SEA COAST

TOLERANT
Lombardy Poplar - 40' 1
A MYR CAL Myrica California Pacific Wax Myrtle 2 2 5 GAL LOW YES YES LAS PILITAS NURSERY VERY B ACH MOO Achille 'Moonshine' Moonshine Yarrow 10 1 GAL LOW YES YES MONROVIA VERY C SAL CLE Salvia Clevelandii *California Blue Sage 1 5 GAL LOW YES YES LAS PILITAS NURSERY VERY L QUG AGR Quercus Agrifolia Coast Live Oak Tree 2 15 GAL LOW YES YES LAS PILITAS NURSERY VERY M CLI DOU Clinopodium Douglasii Yerba Bueno 4 1 GAL LOW YES YES LAS PILITAS NURSERY VERY

DISTANCE FROM NEAREST FIRE

HYDRANT TO FURTHEST POINT
OF BUILDING = +/- 384'

DISTANCE FROM STREET

ACCESS TO FURTHEST POINT
OF BUILDING = +/- 117'
75'
192'
84 '
84 '

OLYMPIAN WAY
33'
33'

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

NEAREST FIRE

HYDRANT
1" = 40'-0"
2 FIRE PLAN
3/4" = 1'-0"
1 NEAREST FIRE HYDRANT
UP
W/D
REF
Range
DN
LEVEL 2
F.F. 222'-11"
1 A3.3
108
109
111
D100
100
102
103
105
106
107
D112
D111
D109 D110
D106
D107
D103
D101
D102 D104

MASTER BEDROOM
MASTER
BATH
MASTER
CLOSET

LAUNDRY
CLOSET
CLOSET
CLOSET
BEDROOM 1
BEDROOM 2 BEDROOM 3
BATH 1
1' - 2 7/8" 16' - 0" 3' - 4 1/4" 8' - 0" 2' - 3 5/8"
29' - 6"
12' - 1" 3' - 6" 13' - 11"
7' - 2" 3' - 5 1/2"
4' - 0"
LEVEL 1 DECK

72.69°
107.31°
2 A3.3
D114
220
D113
237
D115
30' - 10 3/4"
1' - 2 7/8" 18' - 4 5/8" 11' - 3 1/4"
10' - 7 3/8" 2' - 3 1/2" 16' - 1 1/2" 3' - 8 5/8" 7' - 0" 9' - 5 3/4" 1' - 0" 2' - 6" 4' - 0 7/8" 2' - 6" 4' - 2" 4' - 6" 11' - 0 1/8" 2' - 6" 3' - 11 3/8" 2' - 6" 10' - 6 3/8" 49' - 2 5/8"
40' - 0 1/2"
12' - 1 3/8" 5' - 3 1/2" 11' - 7 1/2" 11' - 0 1/8"
2' - 0" 2' - 6" 3' - 6" 2' - 6" 8' - 0 1/2" 2' - 6" 3' - 6" 2' - 6" 3' - 6" 2' - 6" 3' - 6" 2' - 6" 1' - 0" 3' - 9 1/2" 8' - 7" 3' - 6" 3' - 3 1/2" 10' - 4" 7' - 0 1/2" 3' - 6 7/8" 13' - 4 1/8" 5' - 0 7/8" 5' - 3 1/2" 5' - 3 1/2" 5' - 0 1/2"
2' - 3 1/2" 4' - 10 1/2"
238
GARAGE
F.F. 233'-7" 15%
1 A3.3
RISERS @

TREAD DEPTH
16 0' - 7 1/2"
0' - 10 1/2"
209
207
D202
D204
D205
206
205
204
201
200
D200
4' - 1 7/8" 40' - 1"

KITCHEN
BATH 2
F.F. 233'-7"
OFFICE
LIVING
DINING
DECK LEVEL 2
24' - 5 1/2" 12' - 7 1/2" 3' - 0"
29' - 6"
12' - 1" 6' - 9 1/2" 10' - 7 1/2"
2' - 3 1/4" 8' - 0" 5' - 0 1/2" 3' - 0"
0' - 6 3/4"
0' - 8 3/4" 9' - 0" 0' - 10 3/4"
40' - 1" 13' - 3 7/8"
12' - 8 3/8" 8' - 1 1/8" 19' - 3 1/2"
1' - 2 3/4" 4' - 6" 2' - 0" 4' - 6" 2' - 0" 4' - 6" 6' - 5 1/4" 2' - 0" 8' - 11 3/4" 2' - 6" 1' - 5 3/8" 1' - 1" 16' - 0" 2' - 8 1/2" 8' - 0" 1' - 8 1/2"
30' - 10 3/4"
107.27°

72.73°
1 RISER @ 0' - 6"
1' - 1" 4' - 6" 1' - 6" 4' - 6" 1' - 8" 5' - 2" 1' - 2" 4' - 6" 1' - 6" 4' - 6" 1' - 2" 5' - 2" 0' - 8" 2 A3.3
219
218
217
216
215
232
3' - 3 1/4" 2' - 8 7/8" 2' - 5 3/8" 3' - 0" 6' - 11 1/2" 7' - 10" 10' - 10" 18' - 5"
D209
D210
D214 D218
CLOSET
F.F. 233'-7"
3' - 6" 3' - 3 1/2" 4' - 10 1/2" 5' - 5 1/2"
29' - 6"
LEVEL 2
F.F. 233'-1"
ENTRY
STAIRS

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

FLOOR PLANS

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL

EXISTING / PROPOSED CONCRETE WALL

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED
1-HOUR WALL
WALL LEGEND NEW PLUMBING FIXTURE NOTES:
• MAX FLOW RATE OF SHOWERHEADS SHALL BE 1.8 GPM
• MAX FLOW RATE OF LAVATORY FAUCETS SHALL BE 1.2 GPM
• MAX FLOW RATE OF KITCHEN FAUCETS SHALL BE 1.8 GPM
• ALL TOILETS SHALL BE MAX 1.28 GPF
EGRESS NOTES:

DOOR SCHEDULE
Mark Width Height Operation Comments Level
D100 16' - 0" 8' - 0" SLIDING LEVEL 1 F.F.

D101 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D102 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D103 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D104 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D106 2' - 6" 6' - 8" SINGLE LEVEL 1 F.F.

D107 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D109 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D110 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D111 6' - 0" 6' - 8" SLIDING LEVEL 1 F.F.

D112 6' - 0" 6' - 8" SLIDING LEVEL 1 F.F.

D113 2' - 4" 6' - 8" SINGLE LEVEL 1 F.F.

D114 2' - 8" 6' - 8" SINGLE LEVEL 1 F.F.

D115 4' - 0" 6' - 8" DOUBLE LEVEL 1 F.F.

D200 16' - 0" 8' - 0" SLIDING LEVEL 2 F.F.

D202 6' - 0" 6' - 8" DOUBLE LEVEL 2 F.F.

D204 3' - 0" 7' - 0" SINGLE LEVEL 2 F.F.

D205 9' - 0" 8' - 0" OVERHEAD GARAGE F.F.

D209 2' - 8" 6' - 8" SINGLE GARAGE F.F.

D210 2' - 6" 6' - 8" SINGLE GARAGE F.F.

D214 4' - 0" 6' - 8" DOUBLE GARAGE F.F.

D218 2' - 2" 6' - 8" SINGLE GARAGE F.F.

LEVEL 1 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments Level
100 8' - 0" 5' - 0" 3' - 0" 8' - 0" DBL SLIDER LEVEL 1 F.F. 102 2' - 6" 3' - 6" 4' - 6" 8' - 0" CASEMENT LEVEL 1 F.F. 103 2' - 6" 3' - 6" 4' - 6" 8' - 0" FIXED LEVEL 1 F.F.
105 4' - 6" 2' - 0" 6' - 0" 8' - 0" FIXED LEVEL 1 F.F.
106 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
107 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 108 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
109 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 111 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.
200 8' - 0" 4' - 6" 3' - 6" 8' - 0" CASEMENT/FIXED/CASEMENT LEVEL 2 F.F. 201 2' - 6" 4' - 6" 3' - 6" 8' - 0" CASEMENT LEVEL 2 F.F. 204 4' - 6" 2' - 0" 5' - 6" 7' - 6" FIXED GARAGE F.F.
205 4' - 6" 2' - 0" 5' - 6" 7' - 6" FIXED GARAGE F.F.
206 4' - 6" 2' - 0" 5' - 6" 7' - 6" FIXED GARAGE F.F.
207 8' - 0" 5' - 0" 3' - 0" 8' - 0" DBL SLIDER LEVEL 2 F.F. 209 4' - 6" 2' - 6" 5' - 6" 8' - 0" FIXED LEVEL 2 F.F.
215 4' - 6" 2' - 6" 5' - 6" 8' - 0" FIXED LEVEL 2 F.F.
216 4' - 6" 2' - 6" 5' - 6" 8' - 0" AWNING LEVEL 2 F.F. 217 4' - 6" 2' - 6" 5' - 6" 8' - 0" FIXED LEVEL 2 F.F.
218 4' - 6" 2' - 6" 5' - 6" 8' - 0" FIXED LEVEL 2 F.F.
219 4' - 6" 2' - 6" 5' - 6" 8' - 0" AWNING LEVEL 2 F.F. 220 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 232 2' - 0" 3' - 6" 4' - 0" 7' - 6" CASEMENT GARAGE F.F. 237 2' - 6" 5' - 0" 3' - 0" 8' - 0" CASEMENT LEVEL 1 F.F. 238 2' - 6" 5' - 0" 3' - 0" 8' - 0" FIXED LEVEL 1 F.F.

NN
1' - 6"
3' - 0"
2' - 0"
1' - 6"
5' - 0"

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

ROOF PLAN
1/4" = 1'-0"
1 ROOF PLAN
N
LEVEL 1 F.F.
-1' - 0 3/4"
LEVEL 1 PLAE
-2' - 2 3/4"
LEVEL 1 PLATE 7' - 11 1/4"
GARAGE PLATE 18' - 1 1/4"
GARAGE F.F. 9'
- 7 1/4"
TOP OF ROOF 19'
- 3 1/4"
D205
D204
207
LEVEL 2 F.F. 9'
- 1 1/4"

MILGARD VINYL WINDOWS

WITH 'DOVE WHITE'
COLORED SASH (TYP.)

NATURAL CEDAR SHINGLES SIDING

OVER 'TYVEK' (OR SIMILAR) BUILDING
PAPER AT ALL EXTERIOR WALLS (TYP.)

RAFTER TAILS

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR
LEVEL 1 F.F.
-1' - 0 3/4"
LEVEL 1 PLAE-2' - 2 3/4"
LEVEL 1 PLATE 7' - 11 1/4"
GARAGE PLATE 18' - 1 1/4"

LOWEST ADJ GRADE
-15' - 8 1/2"
GARAGE F.F. 9'
- 7 1/4"
TOP OF ROOF 19'
- 3 1/4"
34' - 11 3/4"
9' - 0" 1' - 2" 8' - 6" 1' - 2"
200
D200
D100
100
1' - 8" 13' - 5 3/4"
LEVEL 2 F.F. 9'
- 1 1/4"
9' - 0" 1' - 2" 9' - 0" 1' - 2" 0' - 6"

MILGARD VINYL WINDOWS

WITH 'DOVE WHITE'
COLORED SASH (TYP.)

NATURAL CEDAR SHINGLES SIDING

OVER 'TYVEK' (OR SIMILAR) BUILDING
PAPER AT ALL EXTERIOR WALLS (TYP.)
MIN 7/8" STUCCO SIDING WITH SMOOTH
TROWELED FINISH OVER 2 LAYERS
GRADE 'D' BUILDING PAPER (TYP.)
MIN 42" HIGH GLASS
RAILING (TYP.)

RAFTER TAILS

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR
MIN 42" HIGH GLASS
RAILING (TYP.)

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

ELEVATIONS
1/4" = 1'-0"
1 FRONT ELEVATION
1/4" = 1'-0"
2 REAR ELEVATION
LEVEL 1 F.F.
-1' - 0 3/4"
LEVEL 1 PLATE 7'
- 11 1/4"
GARAGE PLATE 18'
- 1 1/4"
LOWEST ADJ GRADE-15' - 8 1/2"
GARAGE F.F. 9'
- 7 1/4"
TOP OF ROOF 19'
- 3 1/4"
1' - 2" 8' - 6" 1' - 8" 9' - 0"
34' - 11 3/4"
206 205 204
201
103 102
105
107 106
14' - 7 3/4"
LEVEL 2 F.F. 9'
- 1 1/4"
232
233' - 7"
238' - 4"

MILGARD VINYL WINDOWS

WITH 'DOVE WHITE'
COLORED SASH (TYP.)

NATURAL CEDAR SHINGLES SIDING

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR
MIN 42" HIGH GLASS
RAILING (TYP.)
MIN 42" HIGH WOOD
RAILING (TYP.)
-1' - 0 3/4" LEVEL 1 F.F.
7' - 11 1/4" LEVEL 1 PLATE
18' - 1 1/4" GARAGE PLATE
-15' - 8 1/2" LOWEST ADJ GRADE
9' - 7 1/4" GARAGE F.F.
1' - 2" 8' - 6" 1' - 8" 9' - 0"
19' - 3 1/4" TOP OF ROOF
34' - 11 3/4"
1 5%
209
111 109 108
D100
100
14' - 7 3/4"
9' - 1 1/4" LEVEL 2 F.F.
238 237 220
219 218 217 216 215

MILGARD VINYL WINDOWS

WITH 'DOVE WHITE'
COLORED SASH (TYP.)

NATURAL CEDAR SHINGLES SIDING

CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING,

MODIFIED BITUMEN ROOFING

SYSTEM, OR SIMILAR
MIN 42" HIGH GLASS
RAILING (TYP.)
MIN 42" HIGH WOOD
RAILING (TYP.)

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

ELEVATION
1/4" = 1'-0"
2 RIGHT ELEVATION
1/4" = 1'-0"
1 LEFT ELEVATION
LEVEL 1 F.F.
-1' - 0 3/4"
LEVEL 1 PLATE 7'
- 11 1/4"
GARAGE PLATE 18'
- 1 1/4"
LOWEST ADJ GRADE-15' - 8 1/2"
GARAGE F.F. 9'
- 7 1/4"
TOP OF ROOF 19'
- 3 1/4"
7' - 1 3/8"
D100
D202
D110

LIVING DINING
BEDROOM 3 MASTER BEDROOM
LEVEL 2 F.F. 9'
- 1 1/4"
D114
216 217 218 219
237 238
STAIRS
ENTRY DECK LEVEL 2
DECK LEVEL 1
LEVEL 1 SUB-8' - 8 3/4"
LEVEL 1 F.F.
-1' - 0 3/4"
LEVEL 1 PLAE
-2' - 2 3/4"
LEVEL 1 PLATE 7'
- 11 1/4"
GARAGE PLATE 18'
- 1 1/4"
GARAGE F.F. 9' - 7 1/4"
TOP OF ROOF 19'
- 3 1/4"
LEVEL 2 F.F. 9'
- 1 1/4"
D102 D104
D214
D200
MASTER
CLOSET
BEDROOM 1 STAIRS
D218
BATH 2
DINING

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

SECTIONS
1/4" = 1'-0"
1 LONGITUDINAL SECTION
1/4" = 1'-0"
2 TRANSVERSE SECTION
-1'
- 0 3/4" LEVEL 1 F.F.
7' - 11 1/4" LEVEL 1 PLATE
18' - 1 1/4" GARAGE PLATE
-15' - 8 1/2" LOWEST ADJ GRADE
9' - 7 1/4" GARAGE F.F.
19' - 3 1/4" TOP OF ROOF
9' - 1 1/4" LEVEL 2 F.F.
112' - 9 5/8"
62' - 8 5/8" 40' - 1" 10' - 0"
56' - 4 7/8" 56' - 4 7/8"

FRONT HALF OF LOT
76' - 2 3/4"
19' - 9 7/8"

HOWEVER, SUCH GARAGE OR CARPORT SHALL MAINTAIN THE SIDE YARD SETBACKS REQUIRED FOR THE MAIN BUILDING. AN ADDITIONAL REDUCTION IN THE FRONT YARD SETBACK MAY BE PERMITTED IF THE PROPERTY IS

NOT BE PERMITTED IF IT WILL INTERFERE WITH ANY ESTABLISHED PLAN LINE FOR ROAD IMPROVEMENTS OR WIDENING.
210' - 9"
238' - 9"
228' - 1"
REAR

PROPERTY LINE
FRONT

PROPERTY LINE
210' 9" - 238' 9" = 28' 0"
28' 0" / 76' 2 3/4" = 36.73% > 25%
10' - 0"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

SLOPE SECTION
3/16" = 1'-0"
1 SLOPE SECTION

Pacifica City CouncilNovember 12, 2024

Pacifica City Council
November 12, 2024