Attachment E Project Plans 2022-0110 — Pacifica City Council, March 14, 2022

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SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

CONSTRUCTION OF (N) SINGLE FAMILY HOME AND DETACHED GARAGE WITH ADU BELOW ON VACANT PARCEL NEW SINGLE FAMILY HOME W/ ADUTBD OLYMPIAN WAYTBD OLYMPIAN WAYPACIFICA, CA 94044 1 12/04/2020 PROGRESS DESIGN2 12/16/2020 PROGRESS DESIGN3 04/01/2021 PLANNING SUBMITTAL4 10/21/2021 PLANNING RESUBMITTAL5 01/10/2022 PLANNING UPDATES 1/10/2022 8:26:06 AM
A0.0

TITLE SHEET

TBD OLYMPIAN WAY, PACIFICA, CA

NEW SINGLE FAMILY HOME W/ ADU

RHB RADIANT HEATING BOILER
PROJECT COMMON ADDRESS:

TBD OLYMPIAN WAY
PACIFICA, CA 94044
ASSESSOR'S PARCEL NUMBER: 023-037-030
ZONING:

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 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: 3

PLANNING DATA

ABBREVIATIONS PROJECT SCOPE BUILDING CODE DATA PROJECT INFORMATION R-1 SINGLE FAMILY RESIDENTIAL

CONSTRUCTION OF (N) SINGLE FAMILY HOME

AND DETACHED GARAGE WITH ADU BELOW ON
VACANT PARCEL.

ALL WORK TO CONFORM TO 2019 CRC, CBC,
CFC, CPC, CMC, CEC, CEnC, AND CGBC.

LOT SIZE

APPLICANT / OWNER -

PROJECT DIRECTORY

SERVICE COMPANY CONTACT TELEPHONE

PROJECT NOTES
FIRE SPRINKLERS SHALL BE INSTALLED UNDER A SEPARATE PERMIT, PER NFPA 13D STANDARDS.

CALGREEN CONSTRUCTION REQUIREMENTS
* 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. -

DESIGN / DRAFTING BRIAN BRINKMAN DRAFTING & DESIGN BRIAN BRINKMAN 7,289 SF
GARAGE 603 SF (UN-CONDITIONED)
M = T + F (SQ.RT.( L - S ))
M = 2,800 + 12 (SQ.RT.(7,289 - 5,000 ))
M = 2,800 + 12 (47.84)
M = 2,800 + 574 M = 3,374
PROPOSED FLOOR AREA = 3,372 S.F.

PROPOSED GARAGE AREA OVER 650 S.F. = 0
APPLICABLE PROPOSED FLOOR AREA = 3,372 3,372 < 3,374
PROJECT DOES NOT TRIGGER ORDINANCE NO. 771 - C.S.

ORDINANCE 771-CS CALCS

DRAWING INDEX
A0.0 TITLE SHEET
A0.1 3D VIEWS
A0.2 3D VIEWS 2
A0.3 MATERIALS PERSPECTIVE
C1.1 TOPOGRAPHIC SURVEY
C2.1 GRADING AND DRAINAGE PLAN
C3.1 DETAILS
A1.1 SITE PLAN
A1.3 RETAINING WALL HEIGHTS
A1.4 EXISTING TREE PLAN
A1.5 LANDSCAPE PLAN
A1.6 NEAREST FIRE HYDRANT
A2.1 LEVEL 1 FLOOR PLAN
A2.2 LEVEL 2 FLOOR PLAN
A2.3 LEVEL 3 FLOOR PLAN
A2.4 GARAGE FLOOR PLAN
A2.5 ROOF PLAN
A3.1 FRONT ELEVATIONS
A3.2 RIGHT ELEVATION
A3.3 REAR ELEVATIONS
A3.4 LEFT ELEVATION
A3.5 LONGITUDINAL SECTION
A3.6 LONGITUDINAL SECTION @ STAIRWELL
A3.7 TRANSVERSE SECTIONS

FIRE SPRINKLERS IN
EXISTING STRUCTURE:

NO
LEVEL 2 LIVING AREA 1,433 SF (CONDITIONED)
LEVEL 3 LIVING AREA 1,429 SF (CONDITIONED)
TOTAL HOUSE LIVING AREA 3,372 SF (CONDITIONED)
LEVEL 1 LIVING AREA 510 SF (CONDITIONED)
ADU LIVING AREA 434 SF (CONDITIONED)

SURVEYOR PROFESSIONAL LAND SERVICES MIKE MAHONEY
650-922-7993
(650) 244-9667

TOTAL LOT COVERAGE
LEVEL 3 COVERED FRONT
PORCH

TOTAL PAVER AREA

TOTAL LANDSCAPE AREA
LEVEL 3 COVERED DECK
LEVEL 2 COVERED DECK
LEVEL 1 COVERED DECK
146 SF (UN-CONDITIONED)
58 SF (UN-CONDITIONED)
100 SF (UN-CONDITIONED)
98 SF (UN-CONDITIONED)
1,477 + 636 + 45 = 2,158 SF
2,113 SF / 7,289 SF = 28.99%
TOTAL PAVED AREA 1,403 SF / 7,289 SF = 19.25%
282 SF / 7,289 SF = 3.87%

TOTAL EXTERIOR STAIRS /
CONC. RETAINING WALL AREA
497 SF / 7,289 SF = 6.82%
3,472 SF / 7,289 SF = 47.63%
SHED 45 SF (UN-CONDITIONED)

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MATERIALS

PERSPECTIVE
1 3D VIEW - MATERIALS
EXTERIOR MATERIALS:

1. SIDING: NATURAL WEATHERED WESTERN RED CEDAR SHINGLE SIDING (TYP.)

2. TRIM: CEDAR WOOD TRIM PAINTED BENJAMIN MOORE 'WHITE DOVE' (TYP.)

3. RETAINING WALLS: CONCRETE WITH TAUPE COLORED FINISH

4. ROOFING: GAF TIMBERLINE NATURAL SHADOW COMPOSITION ASPHALT SHINGLE ROOFING IN 'CHARCOAL' COLOR (TYP.)

5. WINDOWS: MILGARD VINYL WINDOWS WITH 'WHITE' COLOR EXTERIOR SASH (TYP.)

6. GARAGE DOORS: WOOD PAINTED TO MATCH TRIM

7. GUTTERS AND DOWNSPOUTS: COPPER GUTTERS / DOWNSPOUTS

8. RAILINGS: ALUMINUM FRAMED WITH WOOD TOP CAP AND SS CABLE SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH

9. DRIVEWAY: CONCRETE WITH TAUPE COLORED FINISH

10. BOARD AND BATTEN SIDING PAINTED BENJAMIN MOORE 'WHITE DOVE' 1 2
3 4
5 6
7 8
1 8
3 4
9 10

SAN PEDRO VALLEY, LLC

TBD OLYMPIAN WAY

PACIFICA, CA
DN
DN
DN
DN
DN
DN
188'
189'190'191'192'
193'194'195'
196'197'
198'199'200'201'202'203'204'205'
206'
207'
208'209'
210'
211'212'213'
214'
215'
216'
217'
218'219'
220'
221'
222'223'
224'225'
226'227'228'229'230'231'232'233'234'235'236'
237'
238'
238'
A3.1 2
A3.4
1 A3.2
1 1 A3.3
2 A3.7
2 A3.5

TBD OLYMPIAN WAY
(N) 3-STORY HOME
APN 023-037-030

NATURAL VEGETATION

SITE PLAN LINE LEGEND

PROPERTY LINE

SETBACK

ELECTRICAL
WATER

PHONE/CABLE
GAS
SEWER
WATTLE
5' - 0"

OLYMPIAN WAY
1' - 0" 10' - 5 1/2" 29' - 0" 13' - 10" 39' - 6" 25' - 7" (N) GARAGE

W/ ADU BELOW
18° 09' 00"

38.32'
N
E
12° 30' 00"

13.31'
N
W
85° 14' 00"

52.38'
S E
85° 14' 00"
118.37'
S E
4° 46' 00"

75.00'
N
E
85° 14' 00"

68.84'
S E
12° 30' 00"

26.19'
N
W
39' - 4 1/2"
15' - 0" 5' - 0"
5' - 0"
20' - 0"
5' - 0" 24' - 0"
10' - 5 1/2"
20' - 8 7/8"
(N) CONC

DRIVEWAY
(N) LEVEL 2 AND 3 DECKS
17' - 1 1/2"
5' - 6 3/8" 15' - 4" 24' - 0 1/2" 5' - 1"
1 A3.7
A3.1 1
2 A3.3
3' - 0"
(N) LEVEL

FRONT YARD
(E) EDGE OF PAVEMENT
(N) MINIMUM 22' WIDE

EXTENT OF PAVED ROAD
(N) TURNOUT EXTENT

COVERED

FRONT PORCH
GARAGE SLAB = 234'-1"
ADU FF = 224'-0"
LEVEL 1 FF = 204'-6"
LEVEL 2 FF = 213'-9"
22' - 0" 8' - 3 3/8" 2' - 0" LEVEL 3 FF = 224'-0" 25' - 8 5/8" (N)

TURNOUT
11%
16%
10%
4' - 6" 3' - 6 3/4" 5' - 0"
(N) AREA OF ADDED PAVEMENT

NO ROOF EAVE SHALL PROJECT CLOSER
THAN 30" TO THE SIDE PROPERTY LINES
CONC
PATIO
CONC
PATIO
2' - 10"
(E) UTILITY POLE TO REMAIN
(N) UNDERGROUND JOINT TRENCH (ELECTRICAL,
CABLE) TO (N) 200 AMP ELEC METER AND MAIN

SERVICE PANEL AT GARAGE (E) SEWER

BACK-UP SPACE
25' - 0"
(E) WATER
LINE
(N) WATER LATERAL

SETBACK TO ADU
16' - 4 1/4"
5' - 6 3/8"
5' - 0 3/8"
CONC
20' - 0 5/8"
PATIO
(N) GAS METER
(N) U/G GAS LATERAL TO

CONNECT TO (E) MAIN AT

STREET PER PG&E

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

SITE PLAN
N
RIGHT-OF-WAY CONSTRUCTION NOTES:

ALL ENGINEERING INSPECTIONS REQUIRE 24-HOUR NOTICE.

CONSTRUCTION WORK WITHIN THE STREET OR SIDEWALK RIGHT-OF-WAY SHALL ONLY BE DONE BETWEEN 9 AM & 4 PM, MONDAY THROUGH FRIDAY EXCEPT CITY HOLIDAYS, WITHOUT SPECIFIC WRITTEN PERMISSION FROM THE CITY ENGINEER.

ROADWAYS AND SIDEWALKS SHALL BE MAINTAINED CLEAR OF CONSTRUCTION MATERIALS AND DEBRIS AT ALL TIMES. DAILY ROAD CLEANUP WILL BE ENFORCED.

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.

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.

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-OFWAY 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.

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. IMPROVEMENTS OTHER THAN

RETAINING WALLS AND BUILDING STRUCTURES ARE REVIEWED AND INSPECTED BY THE CITY ENGINEER OR HIS/HER DESIGNATED OFFICIALS. RETAINING WALLS AND BUILDING

STRUCTURES ARE REVIEWED AND INSPECTED BY THE CITY BUILDING OFFICIAL OR HIS/HER DESIGNATED OFFICIALS.

EXISTING SIDEWALK, CURB, GUTTER, 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.

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.

NO PRIVATE STRUCTURE (i.e. BUILDING, RETAINING WALL, FENCE, MAILBOX, ETC.) SHALL BE CONSTRUCTED ENCROACHING INTO THE PUBLIC RIGHT-OF-WAY.

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).

REFER TO CITY STANDARD 301A.

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.

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.

A 6" DEEP LAYER OF CALTRANS CLASS 2 AB, COMPACTED TO 95% OVER ACCEPTABLE NATIVE SOIL COMPACTED TO AT LEAST 90% IS REQUIRED BENEATH DRIVEWAY APPROACHES. CONCRETE THICKNESS MUST BE AT LEAST 6" FOR RESIDENTIAL DRIVEWAYS.

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.

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.

NO DEBRIS BOX OR EQUIPMENT SHED IS ALLOWED IN THE STREET OR SIDEWALK.

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.

SLOPE CALCULATIONS FOR FRONT 50% OF PARCEL
SLOPE = (0.00229) (CONTOUR INTERVAL, IN FEET) (TOTAL LENGTH OF CONTOURS, IN FEET) (AREA (FRONT 50% OF PARCEL), IN ACRES)
SLOPE = (0.00229) (1) (1,711.48)
(0.0986)
SLOPE = 39.75%
*** WITH THE SLOPE OF THE FRONT HALF OF THE PARCEL GREATER THAN 25%, THE REDUCED FRONT SETBACK TO THE GARAGE (10'), AS PROVIDED IN PMC SEC. 9-4.2704(b) HAS BEEN UTILIZED.

DN
DN
188'
189'190'191'192'
193'194'195'
196'197'
198'199'200'201'202'203'204'
205'
206'207'
208'209'
210'
211'212'213'
214'
215'
216'
217'
218'
219'
220'
221'
222'223'
224'
225'
226'
227'
228'229'
230'231'232'
233'234'
235'
236'237'
238'
188'
189'190'191'192'
193'194'195'
196'197'
198'199'200'201'202'203'204'205'
206'
207'
208'209'
210'
211'212'213'214'215'
216'
217'218'
219'
220'
221'
222'
223'
224'225'226'227'228'229'230'231'232'233'234'235'236'237' 2 38
'
237' 237
23 '
8'
238'
204'
205'
206'
202'
203'204'
202'
203'204'
195'196'197'
198'199'
195'196'197'
198'
199'
211'
212'
213'
214'
215'
216'
217'
218'
219'
220'
221'
223'
224'
225'
226'
223'
224'
225
22 '
9'
230'
231'
232'
233'
234'
235'
236
32 '
7'
228'
229'
230'
231'
232'
233'
234'
235'
236
2 '
37'
215'
216'
217'
218'
219'
220'
221'
222'
214'
215'
216'
217'
218'
219'
220'
221'
222'
2 39
' 240
' 241
' 242'
239'
240
'
24 1
' 242'
240'
241'
242'
240'
241'
242'
2 A3.7
2 A3.5
1 A3.7

TBD OLYMPIAN WAY
(N) 2-STORY HOME
APN 023-037-030
(N) GARAGE

W/ ADU BELOW
GARAGE SLAB = 234'-1"
ADU FF = 224'-0"
LEVEL 1 FF = 204'-6"
LEVEL 2 FF = 213'-9"
LEVEL 3 FF = 224'-0"
4° 46' 00"

75.00'
N E
85° 14' 00"
118.37'
SE
18° 09' 00" 38.32' N E
12° 30' 00"

13.31' N
W
85° 14' 00"

52.38'
SE
12° 30' 00"

26.19' N
W
85° 14' 00"

68.84'
SE

OLYMPIAN WAY
238' - 10"
238' - 6"
233' - 7"
235' - 7"
233' - 7"
227' - 2"
223' - 6"
233' - 7"
222' - 10"
222' - 10"
240' - 5" 239' - 0"
238' - 2"
240' - 2"

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GRADING PLAN
1/8" = 1'-0"
1 GRADING PLAN
N
238' - 7"
238' - 10"
223' - 6"
239' - 1"
239' - 1"
239' - 1"
233' - 7"
234' - 7"
223' - 0"
223' - 6"
223' - 6"
204' - 6"
204' - 6"
200' - 6"
200' - 6"
204' - 6"
200' - 6"
201' - 1"
194' - 0"
198' - 6"
201' - 0"
204' - 6"
234' - 10"
209' - 2"
213' - 9"
216' - 9"
212' - 8"
210' - 6"
204' - 10"
204' - 0"
204' - 6"
204' - 0"
201' - 0"
199' - 0"
212' - 7"
200' - 6"
238' - 7"
238' - 10"
204' - 6"
200' - 6"
194' - 0"
223' - 6"
227' - 9"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

RETAINING WALL

HEIGHTS
1 3D SITE RETAINING WALL HEIGHTS 1
2 3D SITE RETAINING WALL HEIGHTS 2

TBD OLYMPIAN WAY
APN 023-037-030

OLYMPIAN WAY
4° 46' 00"

75.00'
N E
85° 14' 00"
118.37'
SE
18° 09' 00" 38.32' N E
12° 30' 00"

13.31' N
W
85° 14' 00"

52.38'
SE
12° 30' 00"

26.19' N
W
85° 14' 00"

68.84'
SE4
5 6
7 8
1 23

ALL TREES ON PROPERTY TO BE REMOVED

PROVIDE TREE PROTECTION MEASURES

PER ARBORIST REPORT FOR ALL TREES

ON NEIGHBORING PROPERTY

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

EXISTING TREE
PLAN
1/8" = 1'-0"
1 EXISTING TREE PLAN
N
DN
DN

TBD OLYMPIAN WAY
(N) 3-STORY HOME
APN 023-037-030

OLYMPIAN WAY
(N) GARAGE

W/ ADU BELOW
(N) CONC

DRIVEWAY
(N) LEVEL

FRONT YARD

COVERED

FRONT PORCH
(N)

TURNOUT

L I A II A I A II A
AK

K I MMMBBBMMMMBBB

M M M M
MM
M
M M
G

GGMMMMMMMM
M
MM

G G GH F F F F F I
A
A
F

C E F F F II HH
GIG
DI H
J
J
D
J
C
CAAE
BD
C
FFB
DBII
GRASS
PATIO
PATIO
J

FA I G I I
HOT
TUB
PATIO
N
N

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

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

TOLERANT
Leaf 16
Lombardy Poplar - 40' 3
A MYR CAL Myrica California Pacific Wax Myrtle 14 5 GAL LOW YES YES LAS PILITAS NURSERY VERY B ACH MOO Achille 'Moonshine' Moonshine Yarrow 9 1 GAL LOW YES YES MONROVIA VERY C SAL CLE Salvia Clevelandii *California Blue Sage 5 5 GAL LOW YES YES LAS PILITAS NURSERY VERY D RIB SAN Ribes Sanguineum Glutinosum *Pink Flowered Currant 4 1 GAL LOW YES YES LAS PILITAS NURSERY VERY E RHA CAL Rhamnus Californica 'Mound San Bruno' *California Coffee Berry 2 5 GAL LOW YES YES LAS PILITAS NURSERY VERY F MUH RIG Muhlenbergia Rigens *Deer Grass 13 1 GAL LOW YES YES SAN MARCOS GROWERS VERY G EPI CAN Epilobium Canum *California Fuschia 10 5 GAL LOW YES YES LAS PILITAS NURSERY VERY H SAL BEE Salvia Bees Bliss *Bees Bliss Salvia 4 1 GAL LOW YES YES LAS PILITAS NURSERY VERY I LEY CON Leymus Condensatus Canyon Prince 19 1 GAL LOW YES YES LAS PILITAS NURSERY VERY J MIM AUR Mimulus Aurantiacus *Sticky Monkey Flower 4 5 GAL LOW YES YES LAS PILITAS NURSERY VERY K ARB MAR Arbutas Unedo Strawberry Tree 2 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 26 1 GAL LOW YES YES LAS PILITAS NURSERY VERY N SAM NIG SAMBUCUS NIGRA Blue Elderberry 4 5 GAL LOW YES YES CALSCAPE VERY N T
B
D
O
LY
M
P
I
AN
WAY
AP
N
0 2
3 -
0 3
7 -
0 3
0 T
B
D
O
LY
M
P
I
AN
WAY
AP
N
0 2
3 -
0 3
7 -
0 3
0 DISTANCE FROM NEAREST FIRE

HYDRANT TO FURTHEST POINT
OF BUILDING = +/- 433'

DISTANCE FROM STREET

ACCESS TO FURTHEST POINT
OF BUILDING = +/- 100'
32'
301'
1 0
0 '
1 0
0 '

OLYMPIAN WAY

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

NEAREST FIRE

HYDRANT
1" = 40'-0"
1 NEAREST FIRE HYDRANT
1" = 40'-0"
2 FIRE PLAN
N
N
UP
WP
MS
L WP
MS
L
2 A3.5
1 A3.7
39' - 0 3/4"
15' - 7 1/2" 8' - 5" 15' - 4"
39' - 4 1/2"
11' - 11 1/2" 4' - 1"

BONUS ROOM

CRAWL SPACE
4' - 0 1/2" 8' - 0" 4' - 9 1/2" 6' - 0"
1' - 2 1/2"
1' - 2" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 1' - 2" D139
BEDROOM 5
BATH 3
1 A3.6
3' - 3"
3' - 3" 5' - 0" 3' - 8 1/2" 4' - 10 1/2"
D140
D156
D141
127
128
126
139 140 138
112
23' - 0 1/4" 16' - 0 1/2"
1' - 10 1/2" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 1' - 2" 15' - 4"

EXTENT OF RETAINING WALLS ABOVE
RISERS @

TREAD DEPTH
15 0' - 7 3/8"
0' - 10"
STAIRS
13' - 3 1/2" 2' - 4" 3' - 5" 5' - 5 1/2" 13' - 10 1/2" 1' - 0" 8' - 0 1/2" 3' - 5 1/2" 4' - 1"
5' - 9" 5' - 9"
7' - 4"
CLOSET
D157

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL

EXISTING / PROPOSED CONCRETE WALL

EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED 1-HOUR WALL

WALL LEGEND
N
1/4" = 1'-0"
1 LEVEL 1 FLOOR PLAN
LEVEL 1 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments
112 5' - 0" 4' - 6" 3' - 0" 7' - 6" CASEMENT
126 3' - 0" 4' - 6" 2' - 6" 7' - 0" CASEMENT
127 3' - 0" 4' - 6" 2' - 6" 7' - 0" CASEMENT
128 3' - 0" 4' - 6" 2' - 6" 7' - 0" FIXED
138 3' - 0" 4' - 6" 2' - 6" 7' - 0" CASEMENT
139 3' - 0" 4' - 6" 2' - 6" 7' - 0" CASEMENT
140 3' - 0" 4' - 6" 2' - 6" 7' - 0" FIXED
LEVEL 1 DOOR SCHEDULE
Mark Width Height Operation Comments
D139 8' - 0" 7' - 0" SLIDER
D140 2' - 4" 7' - 0" SINGLE
D141 2' - 8" 7' - 0" SINGLE
D156 6' - 0" 7' - 0" SLIDER
D157 6' - 0" 7' - 0" SLIDING
DN
Washer Dryer
WP
MS
L WP
MS
L
UP
2 A3.5

MASTER BEDROOM
39' - 10 1/2"
15' - 10" 24' - 0 1/2"
1 A3.7

MASTER BATH
BEDROOM 2 BEDROOM 3 BEDROOM 4
12' - 11 1/2" 2' - 5" 5' - 6 1/2" 5' - 6 1/2" 6' - 4 1/2" 6' - 6 1/2" 0' - 6" 5' - 0 3/8" CLOSET
5' - 6 1/4" 6' - 4" 11' - 3" 16' - 4 1/2"
11' - 2 3/4" 11' - 0" 12' - 9" 4' - 6"
HALL
CLOSET

WALK-IN
CLOSET

LAUNDRY
BATH 2
LEVEL 2 DECK
39' - 10 1/2"
39' - 5 3/4"
39' - 5 3/4"

DOWNWARD PROJECTING

WALL MOUNTED LIGHTS
STAIRS
STAIRS
RISERS @

TREAD DEPTH
15 0' - 7 3/8"
0' - 10"
3' - 7 1/2" 8' - 0" 5' - 4" 6' - 0" 1' - 1" 0' - 10" 4' - 6" 0' - 4" 4' - 6" 0' - 4" 4' - 6" 0' - 10" 0' - 11 3/4" 4' - 0" 1' - 10 1/4" 4' - 0" 3' - 7 3/4" 5' - 0" 3' - 7 1/2" 1' - 4 1/2" 4' - 6" 0' - 4" 4' - 6" 0' - 4" 4' - 6" 0' - 10" 2' - 8 1/4" 6' - 0" 5' - 4 1/2" 5' - 0" 6' - 9 1/2" 5' - 0" 4' - 1 1/2" 84 83 82
D133
D134
71 69 70
58 57
59 D122
D125
D106
D123
D126
D96 D119
D120
D118
D130
D105
3' - 1"
1 A3.6
5' - 0 1/2" 2' - 10"

LINEN BROOM
D143
D144
106 104
D150
0' - 6" 15' - 2" 1' - 6 1/2" 7' - 0" 15' - 8"
8' - 0 1/2" 3' - 11"
1' - 6" 3' - 3 1/2"
3' - 6" 3' - 6"
8' - 2" 7' - 9 1/2"
3' - 1"
4' - 5 3/8"
D158
CLOSET
D161
EQ EQ

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL

EXISTING / PROPOSED CONCRETE WALL

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED
1-HOUR WALL
WALL LEGEND LEVEL 2 DOOR SCHEDULE
Mark Width Height Operation Comments
D96 2' - 8" 8' - 0" SINGLE
D105 6' - 0" 7' - 0" SLIDING
D106 2' - 8" 8' - 0" SINGLE
D118 2' - 8" 8' - 0" SINGLE
D119 2' - 8" 8' - 0" SINGLE
D120 6' - 0" 7' - 0" SLIDING
D122 2' - 8" 8' - 0" SINGLE
D123 2' - 6" 8' - 0" SINGLE
LEVEL 2 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments
57 4' - 6" 6' - 6" 1' - 6" 8' - 0" FIXED
58 4' - 6" 6' - 6" 1' - 6" 8' - 0" FIXED
59 4' - 6" 6' - 6" 1' - 6" 8' - 0" FIXED
69 4' - 6" 4' - 2" 3' - 10" 8' - 0" FIXED
70 4' - 6" 4' - 2" 3' - 10" 8' - 0" FIXED
71 4' - 6" 4' - 2" 3' - 10" 8' - 0" FIXED
LEVEL 2 DOOR SCHEDULE
Mark Width Height Operation Comments
D125 2' - 4" 8' - 0" SINGLE
D126 2' - 4" 8' - 0" SINGLE
D130 8' - 0" 8' - 0" SLIDER
D133 2' - 2" 8' - 0" SINGLE
D134 2' - 6" 8' - 0" SINGLE
D143 4' - 0" 8' - 0" DOUBLE
D144 4' - 0" 8' - 0" DOUBLE
D150 6' - 0" 8' - 0" SLIDER
D158 6' - 0" 7' - 0" SLIDING
D161 6' - 0" 8' - 0" DOUBLE
LEVEL 2 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments
82 5' - 0" 5' - 0" 3' - 0" 8' - 0" CASEMENT
83 4' - 0" 3' - 0" 5' - 0" 8' - 0" SLIDER
84 4' - 0" 3' - 0" 5' - 0" 8' - 0" SLIDER
104 5' - 0" 4' - 6" 3' - 6" 8' - 0" CASEMENT
106 5' - 0" 4' - 6" 3' - 6" 8' - 0" CASEMENT
135 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
169 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
170 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
UP
MS
WP L
MS
WP L
REF
Washer
DN
Refrigerator
DW
UP
2 A3.7
2 A3.5
39' - 4 1/2"
1 A3.7
23' - 1 1/4" 13' - 10"
15' - 10" 24' - 0 1/2"
39' - 10 1/2"
11' - 4"
12' - 9 1/4"12' - 9 1/4"
3' - 2" 5' - 0" 3' - 2"
ADU BEDROOM 1
BATH 1
CLOSET
DINING
LEVEL 3 DECK

LIVING ROOM
0' - 6"
12' - 6" 3' - 8" 3' - 9" 3' - 2 1/2" 16' - 4 1/2"
39' - 4 1/2"
33' - 0" 6' - 1" 0' - 5"
2' - 0" 2' - 8" 10' - 4" 2' - 8" 15' - 4"
1/2
BATH
3' - 0 1/2" 18' - 0" 3' - 0" 0' - 10" 4' - 6" 0' - 4" 4' - 6" 0' - 4" 4' - 6" 0' - 10" 3' - 6"

COVERED

FRONT PORCH

KITCHEN
39' - 6"
39' - 6"
1' - 2" 2' - 8" 5' - 1 1/2" 2' - 8" 5' - 0" 2' - 8" 3' - 10" 1' - 1 1/2" 4' - 6" 0' - 4" 4' - 6" 0' - 4" 4' - 6" 1' - 1" 5' - 0"
STAIRS
RISERS @

TREAD DEPTH
16 0' - 7 5/8"
1' - 0"
39' - 4 1/2"
3'-8 3/4" 6'-0" 7'-11 1/4" 2'-0" 6" 3'-0" 6" 2'-0" 4'-9 1/2" 5'-0" 3'-11"

DOWNWARD PROJECTING

RECESSED CAN LIGHTS IN
SOFFIT

CEILING MOUNTED ENTRY

LIGHT AT FRONT PORCH

DOWNWARD PROJECTING

WALL MOUNTED LIGHTS
D91
D92
D113
D116
D114
64 65 63
72 D88
D87
89 90 85
ADU

KITCHEN
3' - 7" 10' - 3" 5' - 7 1/2" 12' - 5 1/4"
ALCOVE
1 A3.6
D146
CLOSET
D148
3' - 7" 2' - 0" 14' - 11 1/4"
PANTRY

CABINET
TRASH
ENTRY
13' - 0"
4' - 0" 4' - 0 1/2" 3' - 0" 1' - 0" 1' - 6" 3' - 1 1/2" 2' - 0" 1' - 0" 114
LINEN
UPPERS
145
10' - 6"
163
2' - 3" 4' - 0" 1' - 3"
1' - 0" 3' - 6" 4' - 0" 3' - 6" 3' - 0"
164 168 165 167
171
173
172
3' - 6" 5' - 8 1/2"
STAIRS
RISERS @

TREAD DEPTH
16 0' - 7 3/4"
0' - 10" 4' - 0 1/2" 3' - 4 1/2" 8' - 9 1/2"

GAS FIREPLACE AND BUILT-IN CABINETRY
24' - 1 1/4"
185
184
23' - 1 1/4"
16' - 2 5/8" 5' - 0" 1' - 10 5/8"
187
4' - 0"
190
STAIRS
RISERS @

TREAD DEPTH
14 0' - 7 5/8"
0' - 10"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL

EXISTING / PROPOSED CONCRETE WALL

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED
1-HOUR WALL
WALL LEGEND LEVEL 3 DOOR SCHEDULE
Mark Width Height Operation Comments
D87 3' - 0" 8' - 0" SINGLE
D88 18' - 0" 8' - 0" SLIDING
D91 6' - 0" 8' - 0" DOUBLE
D92 6' - 0" 8' - 0" SLIDING
D113 2' - 10" 7' - 0" SINGLE
D114 2' - 4" 8' - 0" OPENING
D116 2' - 10" 7' - 0" SINGLE
D138 2' - 10" 7' - 0" SINGLE
LEVEL 3 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments
63 4' - 6" 6' - 6" 3' - 10" 10' - 4" FIXED
64 4' - 6" 6' - 6" 3' - 10" 10' - 4" FIXED
65 4' - 6" 6' - 6" 3' - 10" 10' - 4" FIXED
66 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
67 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
68 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
72 4' - 6" 6' - 0" 2' - 0" 8' - 0" FIXED
85 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
89 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
90 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
114 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
LEVEL 3 DOOR SCHEDULE
Mark Width Height Operation Comments
D146 2' - 6" 8' - 0" POCKET
D148 2' - 4" 8' - 0" SINGLE
LEVEL 3 WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments
145 5' - 0" 5' - 6" 3' - 10" 9' - 4" CASEMENT
163 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
164 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
165 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
167 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
168 2' - 8" 4' - 0" 5' - 4" 9' - 4" CASEMENT
171 4' - 6" 6' - 6" 3' - 10" 10' - 4" FIXED
172 4' - 6" 6' - 6" 3' - 10" 10' - 4" FIXED
173 4' - 6" 6' - 6" 3' - 10" 10' - 4" FIXED
174 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
175 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
176 4' - 6" 2' - 0" 1' - 6" 3' - 6" AWNING
184 2' - 0" 2' - 8" 5' - 4" 8' - 0" CASEMENT
185 2' - 0" 2' - 8" 5' - 4" 8' - 0" CASEMENT
DN
WP
MS
L WP
MS
L WP
MS
L
WP
MS
L
DN
WP
MS
L
2 A3.7
2 A3.5
24' - 0"
1' - 9" 9' - 2" 2' - 2" 9' - 2" 1' - 9" 0' - 11 3/8"3' - 0" 1' - 0 3/4" 4' - 6" 5' - 0" 5' - 0" 5' - 0" 4' - 6"
GARAGE
11' - 4" 12' - 8"
0' - 9" 3' - 0" 11' - 4 3/8" 4' - 0" 9' - 10 5/8"
24' - 0" 5' - 0"
29' - 0"

DOWNWARD PROJECTING WALL MOUNTED
LIGHTS
D84 D83
D86
RISERS @

TREAD DEPTH
16 0' - 7 5/8"
1' - 0"
87 88
24' - 0"
29' - 0"
189
188
3' - 1" 19' - 7"
RISERS @

TREAD DEPTH
14 0' - 7 5/8"
0' - 10"
3' - 8" 4' - 0" 3' - 8"
D159

ADU ENTRY
(N) 200 AMP MAIN ELEC SERVICE PANEL AND METER
(N) GAS METER

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

GARAGE FLOOR
PLAN
1/4" = 1'-0"
1 GARAGE FLOOR PLAN
N

PROPOSED STUD WALL

PROPOSED PARTIAL HEIGHT WALL

EXISTING / PROPOSED CONCRETE WALL

EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED 1-HOUR WALL

WALL LEGEND

GARAGE LEVEL DOOR SCHEDULE
Mark Width Height Operation Comments
D83 9' - 0" 7' - 0" OVERHEAD
D84 9' - 0" 7' - 0" OVERHEAD
D86 3' - 0" 7' - 0" SINGLE
D159 3' - 0" 7' - 0" SINGLE
D164 1' - 4" 3' - 0" SINGLE

GARAGE LEVEL WINDOW SCHEDULE
Mark Width Height
Sill
Height
Head
Height Operation Comments
87 5' - 0" 3' - 6" 3' - 6" 7' - 0" SLIDER
88 5' - 0" 3' - 6" 3' - 6" 7' - 0" SLIDER
188 4' - 0" 3' - 0" 4' - 0" 7' - 0" SLIDER
189 4' - 0" 3' - 0" 4' - 0" 7' - 0" SLIDER
2" / 1'-0"
2" / 1'-0"
3" / 1'-0"
2" / 1'-0"
2" / 1'-0"
3" / 1'-0"
3 1/2" / 1'-0"
3 1/2" / 1'-0"
3 1/2" / 1'-0"
3 1/2" / 1'-0"
TYPICAL OVERHANG UNLESS OTHERWISE NOTED.
8' - 1"
1' - 6"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
2' - 0"
3" / 1'-0"

GAF TIMBERLINE NATURAL SHADOW

COMPOSITION ASPHALT SHINGLE
ROOFING IN 'CHARCOAL' COLOR (TYP.)
(N) CERTAINTEED FLINTLASTIC SA

BUILT UP, SELF-ADHERING, MODIFIED

BITUMEN ROOFING SYSTEM, OR
SIMILAR (MIN CLASS B FIRE RATING).

ROOF SHALL BE FRAMED FLAT AND

THE ROOFING SHALL BE BUILT UP TO
PROVIDE THE 2% SLOPE TOWARDS
THE EXTERIOR OF THE BUILDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW

COMPOSITION ASPHALT SHINGLE
ROOFING IN 'CHARCOAL' COLOR (TYP.)
1' - 6"
1' - 6"
1' - 6"
3" / 1'-0"
[No Slope]
[No Slope]

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

ROOF PLAN
1/4" = 1'-0"
1 ROOF PLAN
N
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10'
- 1"
TOP OF ROOF 14' - 6 1/2"
LEVEL 2 PLATE-1' - 2"
DOWNWARD PROJECTING WALL MOUNTED LIGHTS (TYP.)
4' - 5 1/2" 10' - 1" 1' - 2"
14' - 6 1/2"
3 1/2"
/
1 '
-0"
D91 D87
145
3"
/
1 '
-0"
3 "
/
1 '-
0 "
3 "
/
1 '-
0 "
NATURAL WEATHERED WESTERN RED CEDAR SHINGLE SIDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW COMPOSITION
ASPHALT SHINGLE ROOFING IN 'CHARCOAL' COLOR (TYP.)

ALUMINUM FRAMED WITH WOOD TOP CAP AND SS CABLE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH

MILGARD VINYL WINDOWS WITH 'WHITE' COLOR
EXTERIOR SASH (TYP.)

BOARD AND BATTEN SIDING PAINTED BENJAMIN

MOORE 'WHITE DOVE'
ADU SUBFLR 0'
- 9"
GARAGE SLAB 9'
- 7"
GARAGE PLATE 17'
- 8"
GARAGE TOP OF ROOF 19'
- 9"
DOWNWARD PROJECTING WALL MOUNTED LIGHTS (TYP.)
2' - 1" 8' - 1"
10' - 2"
2"
/
1 '
-
0"
87 88
NATURAL WEATHERED WESTERN RED CEDAR SHINGLE SIDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW COMPOSITION
ASPHALT SHINGLE ROOFING IN 'CHARCOAL' COLOR (TYP.)

ALUMINUM FRAMED WITH WOOD TOP CAP AND SS CABLE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH

MILGARD VINYL WINDOWS WITH 'WHITE' COLOR
EXTERIOR SASH (TYP.)

CONCRETE RETAINING WALLS WITH TAUPE

COLORED FINISH
ADU SUBFLR 0'
- 9"
(N) GAS METER

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

ELEVATIONS
1/4" = 1'-0"
2 HOUSE FRONT ELEVATION
1/4" = 1'-0"
1 GARAGE FRONT ELEVATION
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10'
- 1"
TOP OF ROOF 14'
- 6 1/2"
4' - 5 1/2" 10' - 1" 1' - 2" 9' - 1" 1' - 2" 8' - 1" 0' - 6" 34' - 6 1/2"
LEVEL 2 PLATE
-1' - 2"
LEVEL 2 SUB
-10' - 3"
GARAGE SLAB 9'
- 7"
GARAGE PLATE 17' - 8"
GARAGE TOP OF ROOF 19'
- 9"

FOUNDATION PLATE
-11' - 5"

LOWEST ADJ GRADE
-20' - 0"
2' - 1" 8' - 1" 8' - 10"
19' - 0"
LEVEL 1 SUB
-19' - 6"
DOWNWARD PROJECTING WALL MOUNTED LIGHTS (TYP.)
D84 D83
D86
2"
/
1 '
-
0"
2 "
/
1 '-
0 "
0' - 6"
114 164 163 168 165 167
106 104
112 NATURAL WEATHERED WESTERN RED CEDAR
SHINGLE SIDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW COMPOSITION
ASPHALT SHINGLE ROOFING IN 'CHARCOAL' COLOR (TYP.)

ALUMINUM FRAMED WITH WOOD TOP CAP AND SS CABLE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH

MILGARD VINYL WINDOWS WITH 'WHITE' COLOR
EXTERIOR SASH (TYP.)

BOARD AND BATTEN SIDING PAINTED BENJAMIN

MOORE 'WHITE DOVE'

CONCRETE RETAINING WALLS WITH TAUPE
COLORED FINISH (TYP.)
ADU SUBFLR 0' - 9"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

ELEVATION
1/4" = 1'-0"
1 RIGHT ELEVATION
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10' - 1"
TOP OF ROOF 14'
- 6 1/2"
0' - 6" 8' - 1" 1' - 2" 9' - 1" 1' - 2" 10' - 1" 4' - 5 1/2" 34' - 6 1/2"
LEVEL 2 PLATE
-1' - 2"
LEVEL 2 SUB-10' - 3"
FOUNDATION PLATE-11' - 5"

LOWEST ADJ GRADE
-20' - 0"
LEVEL 1 SUB
-19' - 6"

BOTTOM OF RET WALL
-29' - 9"
DOWNWARD PROJECTING WALL MOUNTED LIGHTS (TYP.)
D88
D130
59 57 58
3/4" / 1'-0"
3 1/2
"
/
1 '-0
"
D150
D139 D156
127 128 126
176 174 175
172 173 171
4' - 0" 6' - 3"

NATURAL WEATHERED WESTERN RED CEDAR
SHINGLE SIDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW COMPOSITION
ASPHALT SHINGLE ROOFING IN 'CHARCOAL' COLOR (TYP.)

ALUMINUM FRAMED WITH WOOD TOP CAP AND SS CABLE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH

MILGARD VINYL WINDOWS WITH 'WHITE' COLOR
EXTERIOR SASH (TYP.)

CONCRETE RETAINING WALLS WITH TAUPE
COLORED FINISH (TYP.)
ADU SUBFLR 0'
- 9"
189
LEVEL 3 SUB 0'
- 0"
GARAGE SLAB 9' - 7"
GARAGE PLATE 17'
- 8"
GARAGE TOP OF ROOF 19' - 9"
0' - 9" 8' - 10" 8' - 1" 2' - 1"
19' - 0"
DOWNWARD PROJECTING WALL MOUNTED LIGHTS (TYP.)
2 "
/
1 '-
0 "

NATURAL WEATHERED WESTERN RED CEDAR
SHINGLE SIDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW COMPOSITION
ASPHALT SHINGLE ROOFING IN 'CHARCOAL' COLOR (TYP.)

ALUMINUM FRAMED WITH WOOD TOP CAP AND SS CABLE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH

CONCRETE RETAINING WALLS WITH TAUPE
COLORED FINISH (TYP.)
3/4" / 1'-0"

CONCRETE STAIR TREADS
ADU SUBFLR 0'
- 9"
16' - 0"
189
190

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

ELEVATIONS
1/4" = 1'-0"
1 REAR ELEVATION
1/4" = 1'-0"
2 GARAGE REAR ELEVATION
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10'
- 1"
TOP OF ROOF 14'
- 6 1/2"
LEVEL 2 PLATE
-1' - 2"
LEVEL 2 SUB
-10' - 3"
GARAGE SLAB 9' - 7"
GARAGE PLATE 17'
- 8"
GARAGE TOP OF ROOF 19'
- 9"
FOUNDATION PLATE-11' - 5"

LOWEST ADJ GRADE
-20' - 0"
34' - 6 1/2"
4' - 5 1/2" 10' - 1" 1' - 2" 9' - 1" 1' - 2" 8' - 7"
19' - 0"
2' - 1" 8' - 1" 8' - 10" 0' - 9"
LEVEL 1 SUB
-19' - 6"
67 66 68
85 63 65 64
70 69 71
82 83 84
2 1/4"
/ 1'
-0"
2 1/4"
/ 1'
-0"
2"
/
1 '
-
0"
2 "
/
1 '-
0 "
90 89
170 169 135
138 140 139

NATURAL WEATHERED WESTERN RED CEDAR
SHINGLE SIDING (TYP.)

GAF TIMBERLINE NATURAL SHADOW

COMPOSITION ASPHALT SHINGLE ROOFING IN
'CHARCOAL' COLOR (TYP.)

MILGARD VINYL WINDOWS WITH 'WHITE' COLOR
EXTERIOR SASH (TYP.)

BOARD AND BATTEN SIDING PAINTED BENJAMIN

MOORE 'WHITE DOVE'

CONCRETE RETAINING WALLS WITH TAUPE
COLORED FINISH (TYP.)
ADU SUBFLR 0' - 9"
188
187

GARAGE NEAREST ADJACENT GRADE
16' - 0"
D159
HOUSING FOR (N) 200 AMP ELEC METER AND

MAIN SERVICE PANEL

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

LEFT ELEVATION
1/4" = 1'-0"
1 LEFT ELEVATION
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10' - 1"
TOP OF ROOF 14'
- 6 1/2"
2 A3.7
4' - 5 1/2" 10' - 1" 1' - 2" 9' - 1" 1' - 2" 8' - 1" 0' - 6" LEVEL 2 PLATE-1' - 2"
LEVEL 2 SUB-10' - 3"
GARAGE SLAB 9'
- 7"

PROPERTY LINE
42' - 10" 10' - 7 1/2"
GARAGE PLATE 17'
- 8"
GARAGE TOP OF ROOF 19'
- 9"

FOUNDATION PLATE
-11' - 5"
1 A3.7
LOWEST ADJ GRADE-20' - 0"
34' - 6 1/2"
2' - 1" 8' - 1" 9' - 7"
19' - 9"
LEVEL 1 SUB-19' - 6"
234' - 1"
224' - 0"
213' - 9"
204' - 6"
LIVING ROOM 1/2 BATH BEDROOM 1

WALK-IN
CLOSET
ADU
GARAGE

MASTER LAUNDRY

BEDROOM
BATH 2

BONUS ROOM

CRAWL SPACE

COVERED
ENTRY
7' - 10"
2 "
/
1 '-
0 "
8' - 1"
ADU SUBFLR 0'
- 9"
3' - 0" 16' - 0"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

LONGITUDINAL

SECTION
3/16" = 1'-0"
2 LONGITUDINAL SECTION
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10'
- 1"
TOP OF ROOF 14'
- 6 1/2"
LEVEL 2 PLATE
-1' - 2"
LEVEL 2 SUB
-10' - 3"

FOUNDATION PLATE
-11' - 5"
1 A3.7

LOWEST ADJ GRADE
-20' - 0"
LEVEL 1 SUB
-19' - 6"
7' - 2"
8' - 1"
3' - 3 1/2"
0' - 6" 8' - 1" 1' - 2" 9' - 1" 1' - 2" 10' - 1" 4' - 5 1/2" BATH 3

CRAWL SPACE
STAIRS
RISERS @

TREAD DEPTH
16 0' - 7 3/4"
0' - 10"
LINEN
HALL

DINING ENTRY

COVERED
ENTRY
ADU SUBFLR 0' - 9"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

LONGITUDINAL
SECTION @

STAIRWELL
1/4" = 1'-0"
1 LONGITUDINAL SECTION @ STAIRS
LEVEL 3 SUB 0'
- 0"
LEVEL 3 PLATE 10'
- 1"
TOP OF ROOF 14'
- 6 1/2"
2 A3.5
LEVEL 2 PLATE
-1' - 2"
LEVEL 2 SUB
-10' - 3"

FOUNDATION PLATE
-11' - 5"
4' - 5 1/2" 10' - 1" 1' - 2" 9' - 1" 1' - 2" 8' - 1"
34' - 0 1/2"
LEVEL 1 SUB
-19' - 6"
1 A3.6
1/2 ALCOVE DINING
BATH
BATH 1
MASTER
BATH

WALK-IN
CLOSET
HALL BEDROOM 3

CRAWL SPACE
ADU SUBFLR 0' - 9"
LEVEL 3 SUB 0' - 0"
2 A3.5
GARAGE SLAB 9'
- 7"
GARAGE PLATE 17'
- 8"
GARAGE TOP OF ROOF 19'
- 9"
2' - 1" 8' - 1" 9' - 7"
19' - 9"
1 A3.6
(E)
G
RAD
E
GARAGE
ADU
ADU SUBFLR 0'
- 9"

SHEET TITLE
SHEET PROJECT NAME:

PROJECT ADDRESS: PROJECT SCOPE:

REV DATE DESCRIPTION

TRANSVERSE

SECTIONS
1/4" = 1'-0"
1 TRANSVERSE SECTION @ HOUSE
1/4" = 1'-0"
2 TRANSVERSE SECTION @ GARAGE

Pacifica City CouncilMarch 14, 2022

Pacifica City Council
March 14, 2022