Attachment E -Project Plans-Bay View — Pacifica City Council, February 9, 2026

CALCULATIONS

ITEM DESCRIPTIONS CRITERIA CALCULATIONS OBSERVATIONS
8 LOT AREA - 26,055.41 SQ.FT
9 AVERAGE SLOPE
S=0.00229 X INTERVAL X LENGTH OF

CONTOURS / LOT AREA
S=0.00229 X 2 X 5,393.38 FT / 0.5017 = 49.23% PER PMC 9-4.2256 10 MAX FLOOR AREA 2800+12(SQRT(LOT AREA -5000)) 2800 +12 (SQRT(26,055.41-5000)) = 4,541.26 SQ.FT PER PMC 9-4.3201

PROPOSED VS ALLOWED

ITEM DESCRIPTIONS PROPOSED CONDITIONS ALLOWED OBSERVATIONS 11 MAX HEIGHT 35'-0" 35'-0"
12 MAX FLOOR AREA (MAIN
HOUSE + ACCESSORY

DWELLING UNIT
3860.270 SQ. FT. 4,541.26 SQ.FT
13 GARAGE AREA 668.82 SQ.FT. - 14 LOT COVERAGE 10,900.18 SQ.FT. (41.84%) - 15 LANDSCAPE 3,907.23 SQ.FT. (14.99%) - 16 UNDISTURBED AREA 11,247.99 SQ.FT. (43.17%) -

BUILDING CONDITIONS (MAIN HOUSE)

ITEM DESCRIPTIONS PROPOSED CONDITIONS OBSERVATIONS
1 MAIN FLOOR AREA 1608.380
2 LOWER FLOOR AREA 1572.13
3 TOTAL LIVING AREA 3180.51
4 GARAGE AREA 668.82 SQ. FT.
5 FOOTPRINT 3,849.330

BUILDING CONDITIONS (GUEST HOUSE)
6 ACCESSORY DWELLING
UNIT
679.76 SQ. FT.
7 FOOTPRINT 679.76 SQ. FT.
· PROJECT INFORMATION
A-0
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS: BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

C I V I L STAT E OF CA L I FORN I A

BENDA-SPENKER RESIDENCE

PROJECT INFORMATION

INDEX OF DRAWING

APPLICABLE CODES

AERIAL VIEW VICINITY MAP
OWNER'S ADDRESS:

OWNER:

OWNER
SITE
OCCUPANCY GROUP:

ZONNING:

BUILDING TYPE:

LOT AREA:
1160 MISSION ST UNIT 810

SAN FRANCISCO ,CA

ROBERTA BENDA AND JOHN

SPENKER
R-1-H
R3/U
VB
26,055.41 Sq.Ft. (0.60 AC)
· 2022 CALIFORNIA RESIDENTIAL CODE
· 2022 CALIFORNIA BUILDING CODE
· 2022 CALIFORNIA MECHANICAL CODE
· 2022 CALIFORNIA ELECTRICAL CODE
· 2022 CALIFORNIA PLUMBING CODE
· 2022 CALIFORNIA ENERGY STANDARDS
· 2022 CALIFORNIA GREEN BUILDING CODE
· 2022 CALIFORNIA FIRE CODE
· ALL OTHER LOCAL AND STATE REGULATIONS

APPLICABLE TO THIS PROJECT

SCOPE OF WORK
· CONSTRUCTION OF A NEW SINGLE FAMILY

HOME AND AN ACCESSORY DWELLING UNIT

BUILDING

GENEREAL PLAN DESIGNATION
PORTION OF THE LOT IS VERY LOW DENSITY ALLOWING 1/2 TO 5 ACRES PER UNIT PORTION OF THE LOT IS LOW DENSITY ALLOWING 3 TO 9 UNITS PER ACR (1.5 TO 4.5 FOR THIS SITE)
A-0 PROJECT INFORMATION
A-1 NOT USED
A-2 TOPOGRAPHIC SURVEY
A-2.1 BOUNDARY SURVEY
A-3 SITE PLAN
A-4 ACCESS ROAD & FIRE TRUCK PLAN
A-4.1 GRADING PLAN
A-4.2 SECTIONS
A-4.3 PROFILE AND DETAILS
A-5 LANDSCAPE PLAN
A-5.1 DRAINAGE PLAN
A-5.2 DRAINAGE DETAILS
A-5.3 UTILITY PLAN
A-5.4 SITE AREA USE
A-5.5 FIRE HOSE PLAN
A-5.6 EROSION CONTROL
A-5.7 CONSTRUCTION BEST
MANAGEMENT PRACTICES (BMPs)
A-5.8 BIOSWALE CALCULATIONS
A-6 PROPOSED FLOOR PLANS
A-6.1 AREA CALCULATION

WINDOW & DOOR SCHEDULE
A-7 ELEVATIONS
A-8 ELEVATIONS
A-8.1 ELEVATIONS
A-8.2 ELEVATIONS ENLARGED VIEW
A-8.3 ELEVATIONS ENLARGED VIEW
A-9 SECTION A
A-10 SECTION B
A-11 SECTION C
A-12 SECTION D
A-13 GUEST HOUSE FLOOR PLAN

GUEST HOUSE ELEVATIONS

GUEST HOUSE AREA CALCULATION
A-13.1GUEST HOUSE SECTION E AND F
A-14 RENDER VIEWS
14 15
66 67
68 69
70 6
72 71
C
B
A
1 2
3 4
5 6
7 8
13 SANTA CRUZ

ROCKAWAY BEACH

BAY VIEW
CALERA TERRACE(40')
(FMLY. HEWITT AVE.)
CALERA TERRACE(40')
TERRACE(40')
ROAD(40')
(E)ACCESS EASEMENT(12')

TOPOGRAPHIC SURVEY
(E)Wooden Ret. Wall
(E)Wooden Ret. Wall
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
(E)Key-Stone Ret. Wall
(E)Key-Stone Ret. Wall
(E)Chain Link Fence
(E)Chain Link Fence
CONTOURS @ 2'(Original)
CONTOURS @ 10'
(E)RETAINING WALL
(E)POST POLE LIGHT

SITE/GRADING PLAN LEGEND

DESCRIPTION

PROPERTY LINE

CENTER LINE

SYMBOLS
(ALL SYMBOLS NOT NECESSARILY ON DRAWINGS)
(E)TRAFFIC SIGN
(E)POWER POLE
(E)CITY MONUMENT
(E)HYDRANT

EXISTING TREE

EXISTING WOODEN FENCE

EXISTING CHAIN LINK FENCE
(E)OVERHEAD POWER LINE
000
(E)ANCHOR
LEGAL OWNER: Robert Benda & John H. Spenker
LOT ADDRESS: Bay View Rd. - Calera Terrace
Pacifica, CA 94044
LOTS: 6, 13, 14, 15,
TOTAL AREA: 26,055.41 Sq. Ft.

0.60 Ac.

APN: 022 - 062 - 550

THIS IS NOT A BOUNDARY SURVEY ALL DIMENSIONS AND UTILITIES SHOWN ARE FROM RECORDS NOTE:

GRAPHIC SCALE 0 100
( In Feet )
50 40 30 20 15 10 5 0 25 50
1" = 16'-0"
AND SUPERFICIAL EVIDENCE.
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE

LOT INFORMATION
(Existing Conditions)
(E)WV
(E)WV
(E)CB
(E)FH
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)TS
(E)TS
(E)TS
(E)TS
(E)SDI
RIM=906.16
INV=904.50
(E)SDI
RIM=905.57
INV=904.41
(E)SDI
(E)WV
(E)PP
(E)TS
(E)SSMH
ASSUMED ELEV.

RIM=948.83
INV=941.50
(E)WM
(E)PPL
(E)PGE
Box
(E)WM

ABBREVIATIONS
(E)WM

EXISTING (E)

SANITARY SEWER MANHOLE SSMH

STORM DRAIN INLET SDI

WATER VALVE WV

WATER METER WM

CATCH BASIN CB

FIRE HYDRANT FH

POWER POLE PP

POWER POLE LIGHT PPL

TRAFFIC SIGN TS
ORIGINAL LOT NUMBER 00
(E)TELEPHONE LINE
(E)TS
(E) Ø 6" Clay Pipe S. Sewer System
(E) Ø=6" Clay Pipe S. Sewer System
#171
#125
(E)Wooden Fence (E)SDI
RIM=906.35
INV=904.60

IN THE CITY OF PACIFICA,

COUNTY OF SAN MATEO

STATE OF CALIFORNIA
1" = 16'-0"
AVENUE(40')
(E)PLANTING EASEMENT(13'WIDE)
(E)PLANTING
EASEMENT Per
Doc#61643AH
Vol.6653, Page 82
PER Doc#61640AH
PER Doc#61640AH
Vol. 6653, Page 78

ROBERT BENDA AND

JOHN SPENKER
DOC. 2018-029095
APN 022-062-550
(E)Wooden Fence
(E)Wooden Fence

CALCULATED (C)

FOUND CROSS CUT ON TOP OF

CONCRETE CURB
BAY VIEW ROAD(40')
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
(E) WATER
LINE
(E) SEWER LINE S S S S S S
(E) WATER LINE W W W W W
(E) GAS LINE G G G

PROPOSED

DRIVEWAY CUT
(E) DRIVEWAY
(E) DRIVEWAY
APN: 022-062-540
APN: 022-062-580
(E) CONC. WALKWAY
12"
TREE
10"
TREE
5 BUSH
3 BUSH
6"
TREE
6"
TREE
6"
TREE
10"
TREE
8"
TREE
12"
TREE
6"
TREE
10"
TREE
18"
TREE
8"
TREE
20"
TREE
18"
TREE
6"
TREE
8"
TREE

90.44' FROM

DRIVEWAY

TO HYRANT
(E)HOUSE
16 (EXISTING CONDITIONS)
A-2
· TOPOGRAPHIC SURVEY
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS: BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

DATE ISSUED FOR
Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

CALERA TERRACE
CALERA TERRACE KEY-STONE RET. WALL

PORTION
OF
6 MAPS 53
BLOCK 21

SANTA CRUZ TERRACE

BAY VIEW ROAD
26 PORTION
OF
6 MAPS 53
BLOCK 18
27 28
25 24
23 22
28 27
26 25
24 23
22 21

PORTION
OF
6 MAPS 53
BLOCK 17

ROBERT BENDA AND
JOHN H. SPENKER
DOC. 2018-029095
APN 022-062-550

ROCKAWAY BEACH AVENUE
(FMLY. HEWITT AVE.)
1" = 30'-0"

PARCEL A

PARCEL B

PARCEL C
13 GENERAL NOTES
LEGEND BASIS OF BEARINGS:

A-2.1
· BOUNDARY SURVEY
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS: BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

DATE ISSUED FOR
Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

SANTA CRUZ

BAY VIE
CALERA TERRACE(40')
9 8
7 CALERA TERRACE(40')
TERRACE(40')
ROAD(40')
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
(E)Key-Stone Ret. Wall
(E)Chain Link Fence
(E)Chain Link Fence
1" = 16'-0"
(E)Chain Link Fence

18.00' DRIVEWAY
(E)Chain Link Fence
(E)HOUSE
(E)WV
(E)WV
(E)CB
(E)FH
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
dewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)TS
(E)TS
(E)TS
RIM=905.57
INV=904.41
M=905.81
V=896.56
(E)PP
(E)TS
(E)SSMH
ASSUMED ELEV.

RIM=948.83
INV=941.50
(E)PGE
Box
(E)WM
(E)WM
(E)TS
(E) Ø 6" Clay Pipe S. Sewer System
(E) Ø=6" Clay Pipe S. Sewer System
#171
#125
(E)Wooden Fence
(E)PLANTING EASEMENT(7'WIDE)
(E)PLANTING
EASEMENT Per
Doc#61643AH
Vol.6653, Page 82
(E)Wooden Fence
FOUND 1" IP WITH TAG
STAMPED L.S. 3451' FROM

RECORD POSITION
(E)Wooden Fence
BAY VIEW ROAD(40')
(N) DRIVEWAY (18' WIDE)
25'-1"

SETBACK
38'-8"

SETBACK
20'-3"

SETBACK
40'-7"

SETBACK
34'-3"

SETBACK
74'-5"

SETBACK
29'-11"

SETBACK
33'-11"

SETBACK
15'-6"

SETBACK
26'-4"

SETBACK

SETBACK
50'
34'-8"

SETBACK
BAY VIEW ROAD (40')

7.00'

4.75 5.72
(E) DRIVEWAY
(E) DRIVEWAY
20'-0" SETBACK ENVELOP

SETBACK ENVELOP
20'-0"
10'-0" SETBACK

ENVELOP
20'-0" SETBACK ENVELOP
20'-0" SETBACK ENVELOP
10'-0" SETBACK

ENVELOP

SETBACK ENVELOP
20'-0"
(E) CONC. WALKWAY (E) KEYSTONE RET.WALL

14.53'

8.58'
CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES R52'
R28'
(N) CONC. SWALE
(N) CONC. SWALE
12" TREE
10" TREE
BUSH
5 3 BUSH
CANOPY 18'
CANOPY
16'
6" TREE
6" TREE
6" TREE CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8" CANOPY
10'TREE
12" TREE
CANOPY
20'
6" TREE
CANOPY
8'
10" TREE
CANOPY
8'
18" TREE
25' CANOPY
8" TREE
CANOPY
16'
20" TREE
30' CANOPY
18" TREE
20' CANOPY
TREE 6"
8" TREE CANOPY
9'
CANOPY 8'
(E) TREE TO BE REMOVED
(E) TREE TO BE REMOVED
(E) TREE TO BE REMOVED
(E) TREE TO

BE REMOVED
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK
16 KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
17 (E) WINDOW & DOOR

LOCATION
(E) WINDOW

LOCATION
(E) WINDOW LOCATION
CONTOURS @ 2'(Original)
CONTOURS @ 10'
(E)RETAINING WALL
(E)POST POLE LIGHT

SITE/GRADING PLAN LEGEND

DESCRIPTION

PROPERTY LINE

CENTER LINE

SYMBOLS
(ALL SYMBOLS NOT NECESSARILY ON DRAWINGS)
(E)TRAFFIC SIGN
(E)POWER POLE
(E)CITY MONUMENT
(E)HYDRANT

EXISTING TREE

EXISTING WOODEN FENCE

0.60 Ac.

APN: 022 - 062 - 550

LOT INFORMATION

ABBREVIATIONS

EXISTING (E)

SANITARY SEWER MANHOLE SSMH

STORM DRAIN INLET SDI

WATER VALVE WV

WATER METER WM

CATCH BASIN CB

FIRE HYDRANT FH

POWER POLE PP

POWER POLE LIGHT PPL

TRAFFIC SIGN TS
ORIGINAL LOT NUMBER 00
(E)TELEPHONE LINE

CALCULATED (C)

FOUND CROSS CUT ON TOP OF

CONCRETE CURB

EASEMENT IS SHOWN ON TOPOGRAPHIC

SURVEY AND BOUNDARY SURVEY

NO CHANGE TO EXISTING TRAFFIC

SIGNS OR PAVING MARKERS

TREE TO BE REMOVED
project no sheet no.

Drawn by:

Checked by: JC
225 ROCKAWAY BEACH AVE. No 400
FAX (650) 355 8965
(650) 355 0615

CIVIL AND STRUCTURAL ENGINEERS
PACIFICA, CA 94044
REMARKS:

ENGINEERING
J C
290614 A-3

SITE PLAN
NORTH
SCALE: 1"= 16'-0"
· SITE PLAN BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 06 / 30 / 26
JAVIER M. CHAVAR IA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CAL I FORNIA
Sheet:

4.75 5.72
(N) DRIVEWAY
(18' WIDE)
BAY VIEW ROAD (40')(N) WATER METER (N) 18'-0" CONC. DRIVEWAY W/ GROOVES 120.00' 70.00' (E) DRIVEWAY (E) DRIVEWAY #171 #125 APN: 022-062-540 APN: 022-062-580 (E) CONC. WALKWAY SPRINKLER (E) KEYSTONE RET.WALL R28' R52' (N) CONC. SWALE (N) CONC. SWALE 12" TREE 5 BUSH 3 BUSH 18' CANOPY 6" TREE6" TREE 6" TREE 8' CANOPY 12' CANOPY 12' CANOPY 8" TREE 10' CANOPY 12" TREE 20' CANOPY 6" TREE 8' CANOPY 10" TREE 16' CANOPY 10" TREE 8' CANOPY 18" TREE 25' CANOPY 8" TREE 16' CANOPY (E)PLANTING EASEMENT(7'WIDE)SPRINKLER Top of Bank PLANTER PLANTER DECK 16 KEY-STONE RET. WALL KEY-STONE RET. WALL KEY-STONE RET. WALL ACCESS ROAD (MAIN PROFILE) 960 965 970 975 980 985 990 995 1000 1005 1010 960 965 970 975 980 985 990 995 1000 1005 1010 2.00% 7.77% 10.16% 12.00% 15.00% 15.00% 12.00% (E) STREET 12.54' (E) SW 4.43' NEW ACCESS ROAD 133.58' ON EXISTING EASEMENT EXISTING GROUND STATION 2+10.49 ELEV: 989.85 TURN AROUND (SECONDARY ACCESS) FINISH GROUND NEW RETAINING WALL DRIVEWAY PER CITY STANDARD FIRE TRUCK TURN AROUND 120.00' SCALE= 1:10

PROPERTY LINE
PROPERTY LINE TURN AROUND (SECONDARY PROFILE STA: 2+10.49) 980 985 990 995 1000 1005 1010 980 985 990 995 1000 1005 1010 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 70.00' FIRE TRUCK TURN AROUND EXISTING GROUNDFINISH GROUND STATION 0+18.31 ELEV: 989.85 TW:1000.60 BW:990.35 TW:989.67 BW:974.00 -2% FILL AREA 1000 TW:1007.9 BW:1000.0 -2% SCALE= 1:10 A-4 J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS: Sheet: DATE ISSUED FOR Checked by: Drawn by: JC project no sheet no. 20180525

BENDA-SPENKER

RESIDENCE

4.75 5.72
BAY VI
(N) DRIVEWAY
(18' WIDE) 4"Ø SOLID PIPE TO CONNECT TO (E) STORM DRAIN, FIELD VERIFY FOUND 1" IP WITH TAG STAMPED L.S. 3451' FROM RECORD POSITION TW:982.67 BW:976.32 TW:978.00 BW:973.38 TW:975.72 BW:970.67 TW:971.16 BW:969.88 TW:973.09 BW:968.50 TW:968.87 BW:967.50 TW:965.48 BW:963.57 (E) DRIVEWAY
#171
#125 APN: 022-062-540
APN: 022-062-580
(E) CONC. WALKWAY EXISTING WOOD RET.WALL TO BE REMOVED EXISTING STEEL & WOOD RET. WALL TO BE REMOVED

SPRINKLER
SPRINKLER 12"x12" CATCH BASIN RIM=980.5 INV=980.0
4" S.P. BIO SWALE "C" (SEE DETAIL ON SHEET A-5.2) PERMEABLE PAVERS PERMEABLE PAVERS PERMEABLE PAVERS CONCRETE DRIVEWAY W/ GROOVES TW=961.0 BW=955.0 TW=961.5 BW=958.0 TW=961.80 BW=958.00 TW=955.9 BW=955.0 TW=955.00 BW=953.10 TW=955.00 BW=951.80 TW=955.00 BW=950.60 TW=958.00 BW=952.00 TW=958.00 BW=952.60TW=958.00 BW=952.70 TW=958.00 BW=953.45 TW=961.20 BW=960.00 4" P.P.
4" P.P.
4" P.P.
4" P.P.
4" P.P.
4" P.P. 4"Ø SOLID PIPE TO DISCHARGE AT DISSIPATION AREA 4"Ø SOLID PIPE TO DISCHARGE AT DISSIPATION AREA CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES (N) CONC. SWALE (N) CONC. SWALE SD
SD
SD
SD
SD
SD
SD
SD
12" TREE
BUSH
5 3 BUSH
18' CANOPY
6" TREE
6" TREE
6" TREE
CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8"
CANOPY
10'
TREE
12" TREECANOPY
20'
6" TREE
CANOPY
8'
20" TREE
30' CANOPY
18" TREE
20' CANOPY
TREE
6"
8" TREE CANOPY
9'
CANOPY
8'
10" TREE
16' CANOPY 10" TREE 8' CANOPY 18" TREE 25' CANOPY 8" TREE 16' CANOPY 4" P.P. TW=962.00 BW=955.35TW=966.00 BW=958.20 TW=968.00 BW=961.10 TW=966.00 BW=960.70 TW=962.00 BW=960.40 (E)PLANTING EASEMENT(7'WIDE)
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK 16 17
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL (ALL SYMBOLS NOT NECESSARILY ON DRAWINGS) 000 CONTOURS @ 2'(Original) CONTOURS @ 10' (E)RETAINING WALL (E)POST POLE LIGHT SITE/GRADING PLAN LEGEND DESCRIPTION PROPERTY LINE CENTER LINE SYMBOLS (E)TRAFFIC SIGN (E)POWER POLE (E)CITY MONUMENT (E)HYDRANT EXISTING TREE EXISTING WOODEN FENCE EXISTING IRON FENCE (E)OVERHEAD POWER LINE (E)ANCHOR (E)TELEPHONE LINE (N) RETAINING WALL (WALL FILL) (N) RETAINING WALL (WALL CUT) BIOSWALE GRADING VOLUME CALCS (ROAD) FILL: 86.08 Cu. yd. CUT: 1,489.97 Cu. yd. GRADING VOLUME CALCS (HOUSE) FILL: 594.82 Cu. yd. CUT: 518.56 Cu. yd. NET: 76.25 Cu. yd. NET: 1,403.89 Cu. yd. (E) STORM DRAIN SD SD (N) CONC. SWALE EXISTING TREE TO BE REMOVED 4" SOLID PIPE NEW DRIVEWAY PER CITY STANDARD SEE DETAIL SHEET A4.2 4"Ø P.P
4"Ø P.P
(E)Curb (E)PGE Box (E)WM (E)WM (E)TS

5.72 BAY VIEW ROAD (40')
(N) DRIVEWAY
(18' WIDE) (N) WATER METER 4"Ø SOLID PIPE TO CONNECT TO (E) STORM DRAIN, FIELD VERIFY TW:968.06 BW:965.10 TW:965.48 BW:963.57 (E) DRIVEWAY
(E) CONC. WALKWAY (N) CATCH BASIN RIM=968.00 INV=965.00 SD
SD
SD
SD
SD
SD
SD
SD
SD
SD 4"Ø SOLID PIPE TO CONNECT TO (E) STORM DRAIN, FIELD VERIFY 12" TREE
3 BUSH
18' CANOPY A-4.1 GRADING PLAN
NORTH SCALE: 1"= 10'-0" J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS: Sheet: DATE ISSUED FOR Checked by: Drawn by: JC project no sheet no. 20180525

BENDA-SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

C I V I L
STAT E
OF
CA
L I FORN I A 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET · GRADING PLAN
· BAY VIEW ROAD SHALL BE MAINTAINED CLEAR OF CONSTRUCTION MATERIALS, EQUIPMENT, STORAGE, DEBRIS, AND SOIL. DUST CONTROL AND DAILY ROAD CLEANUP WILL BE STRICTLY ENFORCED. A PROPERLY SIGNED NO-PARKING ZONE MAY BE ESTABLISHED DURING NORMAL WORKING HOURS ONLY. · 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 REQUIRED MAP PRIOR TO OCCUPANCY OF THE FIRST UNIT. · EXISTING PUBLIC IMPROVEMENTS WITHIN THE PROPERTY FRONTAGE THAT ARE DAMAGED OR DISPLACED SHALL BE REPAIRED OR REPLACED AS DETERMINED BY THE CITY ENGINEER 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. · EXISTING CURB, SIDEWALK OR OTHER STREET IMPROVEMENTS ADJACENT TO THE PROPERTY FRONTAGE THAT IS DAMAGED OR DISPLACED SHALL BE REPAIRED OR REPLACED AS DEEMED BY THE CITY ENGINEER EVEN IF DAMAGE OR DISPLACEMENT OCCURRED PRIOR TO ANY WORK PERFORMED FOR THIS PROJECT. · APPLICANT SHALL GRIND THE EXISTING ASPHALT STREET PAVEMENT WITH A MINIMUM OF 2 INCHES TO STREET CENTERLINE OR TO THE EXTENT OF THE LONGEST UTILITY TRENCH IF BEYOND THE CENTERLINE ALONG BAY VIEW ROAD, AND AN OVERLAY OF CALTRANS SPECIFICATION ½” TYPE 'A' HOT MIX ASPHALT CONCRETE SHALL BE PLACED. IF, IN THE OPINION OF THE CITY ENGINEER, DAMAGE TO THE PAVEMENT DURING CONSTRUCTION IS MORE EXTENSIVE, A LARGER AREA MAY HAVE TO BE GROUND & OVERLAID. ALL PAVEMENT MARKINGS AND MARKERS SHALL BE REPLACED IN KIND. · NEW DRIVEWAY APPROACH RAMP AND NEW CONCRETE SIDEWALK, CURB AND GUTTER SHALL BE PER CITY STANDARDS. WHERE THE SIDEWALK CROSSES THE DRIVEWAY APPROACH IT MUST BE ADA- COMPLIANT, PROVIDING NO MORE THAN 2% CROSS-SLOPE FOR NO LESS THAN 48” WIDTH. · ALL UTILITIES SHALL BE INSTALLED UNDERGROUND FROM THE NEAREST JOINT POLE OR BOX. · NEW WATERLINE FOR FIRE SPRINKLER SYSTEM SHALL BE PER CITY STANDARDS 300 AND 301 ALLAN BLOCK RETAINING WALL DRIVEWAY DETAIL SCALE: 1"= 10'-0" SEE COMPLETE DRIVEWAY DETAIL ON THIS SHEET 990 995 1000 1005 1010 1015 990 995 1000 1005 1010 1015 980 985 990 995 1000 980 985 990 995 1000 980 985 990 995 1000 980 985 990 995 1000 -2% -15 10 0 10 15 -15 100 10 15 -15 10
0 10 15 1003 TW:1003.5 BW:994.10 TW:1014.0 BW:1003.0 TW:994.49 BW:989.00 990 995 1000 1005 1010 1015 990 995 1000 1005 1010 1015 1003 TW:1011.16 BW:1003.00TW:1009.5 BW:1003.0 TW:996.9 BW:989.0 -15 100 10 15 -20 -20 956 960 964 968 972 956 960 964 968 972 964.63 2% -2% 956 960 964 968 972 956 960 964 968 972964.86 2% -2% 960 964 968 972 976 960 964 968 972 976966.42 2% -2% 960 964 968 972 976 960 964 968 972 976968.38 2% -2% 964 968 972 976 980 964 968 972 976 980 970.62 2% -2% 968 972 976 980 984 968 972 976 980 984973.27 2% -2% 968 972 976 980 984 988 968 972 976 980 984 988976.27 2% -2% 972 976 980 984 988 992 972 976 980 984 988 992979.28 2% -2% -20 -16 -12 -8 -4 0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -20 -16 -12 -8 -4
0 4
8 12 16 20 -5
5 -55 TW:999.30 BW:985.75 TW:994.50 BW:982.75 -2% -2% -2% TW:967.55 BW:964.80 TW:965.30 BW:963.20 TW:975.82 BW:970.80 TW:971.16 BW:969.88 TC:982.75 982.25 TW:968.04 BW:965.03 TW:970.00 BW:966.58 TW:973.15 BW:968.55 TW:978.16 BW:973.44 TW:982.71 BW:976.44 TW:988.12 BW:979.45 TW:973.76 BW:972.41 TW:978.50 BW:976.11 TW:983.86 BW:979.11 TC:985.73 TW:965.48 BW:963.57 TW:966.72 BW:965.10 TW:968.87 BW:967.50 -5 5 -55 -2% -2% -2% -2% (E) KEYSTONE RET. WALL TO BE REMOVED (E) KEYSTONE RET. WALL TO BE REMOVED (E) KEYSTONE RET. WALL TO REMAIN AS IS (E) STEEL & WOOD RET. WALL TO BE REMOVED (E) KEYSTONE RET. WALL TO BE REMOVED (E) STEEL & WOOD RET. WALL TO BE REMOVED (E) KEYSTONE RET. WALL TO REMAIN AS IS (E) CONC. WALKWAY (E) CONC. WALKWAY (E) KEYSTONE RET. WALL TO BE REMOVED (E) STEEL & WOOD RET. WALL TO BE REMOVED (E) CONC. WALKWAY (E) WOOD RET. WALL TO BE REMOVED (E) WOOD RET. WALL TO BE REMOVED (E) WOOD RET. WALL TO BE REMOVED EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EGEG EG EG #125 (E) HOUSE #125 (E) HOUSE

PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE (E) CHAIN LINK FENCE (E) CHAIN LINK FENCE A-4.2 J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS: Sheet: DATE ISSUED FOR Checked by: Drawn by: JC project no sheet no. 20180525

BENDA-SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

TRENCH DEPTH VARIES WITH SLOPE OF DRAIN 1 A-4.3 J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS: Sheet: DATE ISSUED FOR Checked by: Drawn by: JC project no sheet no. 20180525

BENDA-SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 06 / 30 / 26 JAV IER M. CHAVAR IA REGISTERED PROFESS IONAL ENGINEER C I V I L STAT E OF CA L I FORN I A 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET · PROFILE & DETAILS COMMON NAME SIZE 'GOLDEN GODDESS' GOLDEN GODDESS CONT. SIZE LARGE BROADLEAF TREES BOTANICAL NAME SIZE COND. CALIFORNIA CALIFORNIA BUCKEYE COMMON NAME SIZE COND. TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. CONT. NATIVE BUFFER ZONE BOTANICAL NAME COMMON NAME SIZE CONT. ERIOGONUM LATIFOLIUM* 1 GAL. CONT. CEANOTHUS THYRSIFLORUS 'ARROYO BRITTLE LEAF MANZANITA 1 GAL. CONT. MIMULUS AURANTIACUS* STICKY MONKEY FLOWER SIZE COND. WILD BUCKWHEAT 1 GAL. CONT. FREMONTODENDRON CALIFORNICUM* CONT. FOX TAIL AGAVE IRIS DOUGLASIANA* DOUGLAS IRIS 1 GAL. CONT. MORELLA CALIFORNICA* PACIFIC WAX MYRTLE FRAGARIA CHILOENSIS* CULTIVATED LANDSCAPE BOTANICAL NAME COMMON NAME SIZE COND. AZTECORUM MEXICAN WEEPING BAMBOO 5 GAL. CONT. 4"POTS COMMON NAME 1 GAL. CALAMAGROSTIS NUTKAENSIS* PACIFIC REEDGRASS NASSELLA PULCHRA* PURPLE NEEDLE GRASS 1 GAL. CONT. KOELERIA MACRANTHA* CONT. COND. LAWN SOD TURF SHRUBS 1 GAL. BOTANICAL NAME PLATANUS RACEMOSA** COMMON NAME COND. BOTANICAL NAME BAMBOO CERCIS OCCIDENTALIS** 4' - 6' 48" BOX BAMBUSA MULTIPLEX 5 GAL. LAGERSTROEMIA INDICA CRAPE MYRTLE BOTANICAL NAME COMMON NAME COND. COMMON NAME SYCAMORE 8' - 10' BOX AESCULUS CALIFORNICA* VINEBOTANICAL NAME COND. ARTEMISIA CALIFORNICA* CALIFORNIA SAGEBRUSH 1 GAL. BUCKWHEAT DE LA CRUZ* CALIFORNIA LILAC 1 GAL. CONT. ARCTOSTAPHYLOS CRUSTACEA* 1 GAL. CONT. NATIVE GRASS MIX* SEED TRANSITIONAL PLANTING BOTANICAL NAME COMMON NAME ERIOGONUM LATIFOLIUM* FLANNELBUSH 5 GAL. AGAVE ATTENUATA 5 GAL. CONT. 5 GAL. CONT. COAST STRAWBERRY 4"POTS CONT. OTATEA ACUMINATA MYOPORUM PARVIFOLIUM MYOPORUM CONT. POLYSTICHUM MUNITUM* 1 GAL. CONT. WESTERN SWORD FERN MEADOW GRASSES BOTANICAL NAME SIZE COND. BLUE RUSH CONT. CONT. 1 GAL. CONT. FESTUCA CALIFORNICA 'RIVER HOUSE BLUES'* CALIFORNIA FESCUE JUNEGRASS 1 GAL. BIO-RETENTION PLANTING BOTANICAL NAME COMMON NAME SIZE JUNCUS PATENS* 1 GAL. CONT. BOTANICAL NAME SMALL BROADLEAF TREES SIZE COND. WESTERN REDBUD SIZE COND. * Indicates plant native to San Mateo County, Source:CalFlora.org ** Indicates plant native to California, Source:Calflora.org Indicates drought tolerant plant (low or very low water use). All other plants are moderate/medium water use, with the exception of cyperus papyrus, which is high water use. COMMON NAME SPRINKLER IRRIGATION SYSTEM CEANOTHUS THYRSIFLORUS 'ARROYO DE LA CRUZ* CALIFORNIA LILAC 1 GAL. CONT. ARCTOSTAPHYLOS CRUSTACEA* BRITTLE LEAF MANZANITA 1 GAL. CONT. 6 7891011
5432
1 ARISTIDA PURPUREA PURPLE THREE-AWN 1 GAL. CONT. CAPE RUSH 1 GAL. CONT. CHONDROPETALUM TECTORUM WATER NEEDS LOW MEDIUM MEDIUM WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS WATER NEEDS LOW LOW MEDIUM LOW-MEDIUM MEDIUM LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW MEDIUM MEDIUM LOW LOW-MEDIUM MEDIUM LOW LOW LOW-MEDIUM HIGH LOW LOW -- RETAINING WALL PLANTING HEDERA HELIX COMMON IVY 1 GAL. COMMON NAME CONT. BOTANICAL NAME SIZE COND. WATER NEEDS 12 LOW-MEDIUM

GUEST HOUSE

MAIN HOUSE

DRIVEWAY

DRIVEWAY
COURTYARD 11 11 11 11 11
7 7
7 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 1
1 1
1 1
1 2
2 2
2 2
2 2
2 2
2 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 4
4 4
4 4
4 5
1 1 10
1 5
5 18.00' DRIVEWAY

7.00' 66 67 68
B
A
4 5
7 8 (E)PLANTING EASEMENT Per Doc#61643AH Vol.6653, Page 82 CALERA TERRACE(40')
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
(E)Key-Stone Ret. Wall
(E)Chain Link Fence
(E)Chain Link Fence
nk Fence
(E)Chain Link Fence
(E)HOUSE (E)PGE Box (E)TS
#171
#125
)Wooden Fence
(E)PLANTING EASEMENT(7'WIDE)
(E)Wooden Fence
(E)Wooden Fence
ONC. WALKWAY

SPRINKLER

SPRINKLER
(E) KEYSTONE RET.WALL
1 1 10
1 1
3 2
5 5
3 3
3 2
2 3
3 3
3 4
4 3 10
9 9
9 6
6 6 11 11 11 11
1 CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES
(N) CONC. SWALE
(N) CONC. SWALE
BUSH
5 3 BUSH
6" TREE
6" TREE
6" TREE
CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8"
CANOPY
10'
TREE
12" TREECANOPY
20'
6" TREE
CANOPY
8'
20" TREE
30' CANOPY
18" TREE
20' CANOPY
TREE
6"
8" TREE CANOPY
9'
CANOPY
8'
5 5
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK 16
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
FOUND 1" IP WITH TAG
STAMPED L.S. 3451' FROM
RECORD POSITION 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. 12. A-5 LANDSCAPE PLAN NORTH SCALE: 1"= 10'-0" J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS: Sheet: DATE ISSUED FOR Checked by: Drawn by: JC project no sheet no. 20180525

BENDA-SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

BIOSWALE
SIZE

BIOSWALE SCHEDULE
25'-10"x9'-4"
*DRAINAGE AREA DRAINAGE AREA
(SQ.FT)
7,799.39

PROPOSED
AREA (SQ.FT)
241.00
822.36 3'-0"x8'-8" 26.00
1,927.79 3'-0"x26'-8" 80.00
*Area to be drained by bioswale,See tributary area definition. *Bioswale area per calculations, see sheet A-5.8
**REQUIRED
AREA (SQ.FT)
233.00

25.00 42.00
TOTAL IMPERVIOUS AREA= 10,549.54 sq.ft.

BIOSWALE
TYPE
1 2
3 TRIBUTARY AREAS DEFINITION

DRAINAGE

AREA CODE
A

DRAINAGE AREA
(SQ.FT)
E
B
D
3,902.17

DESCRIPTION

IMPERVIOUS (ROAD)
1,927.79 IMPERVIOUS (ROAD)
822.36
3,427.99
TOTAL 5,829.96

IMPERVIOUS (ROOF)

IMPERVIOUS (ROOF)
TOTAL 4,719.58
A+B+C
E
D
C 469.23** LOWER DECK
**Only 4.44 % (469.23 sq.ft.) of total project impervious surface will be collected at hancor pipes and then pump it to bioswale "A" = 16'-0"

DRIVEWAY

COURTYARD
2 A5.2
BIOSWALE "2"

SEE DETAIL
1 A5.2
BIOSWALE "1"

SEE DETAIL

18.00' DRIVEWAY

7.00'
16 17
69 70
B
A
4 5
7 8
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
RUZ
CALERA TERRACE(40')
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
Key-Stone
(E)Chain Link Fence
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Sidewalk Curb and Gutter
(E)TS
(E)SSMH
ASSUMED ELEV.

RIM=948.83
INV=941.50 (E)WM
(E)PPL
(E)PGE
Box
(E)WM (E)TS
(E) Ø 6" Clay Pipe S. Sewer System
wer System
#171
#125
Fence
(E)PLANTING EASEMENT(7'WIDE)
Fence (E)Wooden Fence
(N) DRIVEWAY (18' WIDE)
BAY VIEW ROAD (40')

SPRINKLER

SPRINKLER
(E) CONC. WALKWAY
(N)WM
BIOSWALE "3"

WITH TRAFFIC RATED

GRATE, SEE DETAIL
3 A5.2
D
A
CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES
(E) LANDSCAPE
(N) CONC. SWALE
(N) CONC. SWALE
(N) CONC. SWALE
(N) CONC. SWALE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" TREE
BUSH 5
3 BUSH
CANOPY 18'
6" TREE
6" TREE
6" TREE CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8" CANOPY
10'TREE
12" TREE
CANOPY
20'
6" TREECANOPY
8'
18" TREE
20' CANOPY
TREE 6"
8" TREE CANOPY 9'
CANOPY 8'
C
B
E
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
BIOSWALE 3
BIOSWALE 1
BIOSWALE 2
· DRAINAGE PLAN
A-5.1
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:

Sheet:

DATE ISSUED FOR
Checked by:

Drawn by:

JC
project no sheet no.
20180525 BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

PLAN VIEW

SECTION A

CLEAN OUT

WITH CAP

OVERFLOW RISER

WITH GRATE
ELEV:989.00 ELEV:988.50
ELEV:989.00 ELEV:989.00
4"Ø PERF. PIPE
(SUBDRAIN) INV.986.00

DISCHARGE
PIPE 6"
INV.986.00
ELEV:988.50

SECTION B
2 AREA= 26.00 SQ.FT 3/8" =1'-0"
BIO SWALE "2" DETAIL

OUTFLOW
B

PLAN VIEW
1 AREA= 284.85 SQ.FT 3/8" =1'-0"
BIO SWALE "1" DETAIL 1'
B 9'-4"
8'-11" 16'-5" 9'-4"
A

CLEAN OUT

WITH CAP
4"Ø PERF. PIPE
(SUBDRAIN)
CHRISTY V12 12"X12"

DRAIN BOX
A 6"
4"Ø PERF. PIPE (SUBDRAIN)

DISCHARGE PIPE
ELEV:982.00

OVERFLOW RISER

WITH GRATE
ELEV:982.00
ELEV:981.50
INV.979.00

SECTION A
INV.979.00
ELEV:981.50

SECTION B

CLEAN OUT
WITH CAP ELEV:982.00 1'

OPENING IN
CURB
A A

OUTFLOW
8'-8" 3'
CHRISTY V12 12"X12"

DRAIN BOX
4"Ø PERF. PIPE
(SUBDRAIN) CLEAN OUT

WITH CAP
B
B
3 AREA= 80.00 SQ.FT 3/8" =1'-0"
BIO SWALE "3" DETAIL

SECTION A

SECTION B
TRAFFIC RATED GRATE 1'

BIO-TREATMENT
SOIL
SAND
6" MIN. CLASS II
PERMEABLE ROCK 1'
12" SAND BIO TREATMENT SOILS
12" SMM WW 12 IN/HR
6" MIN. OF CLASS

II PERMEABLE ROCK
BIO TREATMENT SOILS 12" SMM WW 12 IN/HR SOIL

MEDIA SHALL CONFORM TO APPENDIX K OF THE
SAN MATEO COUNTY C.3 STORM WATER

TECHNICAL GUIDANCE
12" SAND 6" MIN. OF CLASS

II PERMEABLE ROCK

PER CALTRANS

SPECIFICATIONS OR

SIMILAR

MUNICIPALITY-APPROVED

MATERIAL

BIO-TREATMENT
SOIL
12" SAND
6" MIN. CLASS II

PERMEABLE ROCK

BIO-TREATMENT SOIL
SAND
6" MIN. CLASS II

PERMEABLE ROCK

CLEAN OUT

WITH CAP

OVERFLOW RISER

WITH GRATE
ELEV:964.67
ELEV:965.05
INV.961.67

TRAFFIC RATED
GRATE
4"Ø PERF. PIPE
(SUBDRAIN) 12" SAND
BIO TREATMENT SOILS 12" SMM WW 12 IN/HR SOIL

MEDIA SHALL CONFORM TO APPENDIX K OF THE
SAN MATEO COUNTY C.3 STORM WATER

TECHNICAL GUIDANCE

PLAN VIEW
A A

OUTFLOW
16'-9" 4'-9"
CHRISTY V12 12"X12"

DRAIN BOX
4"Ø PERF. PIPE (SUBDRAIN) CLEAN OUT

WITH CAP
B
B
9'-5" 16'-10"
OUTLET

REDUCER

HDPE PIPE FLOW
ACCESS
RISER
FLOW

EXCAVATION
TRENCH
90° BEND
NOTES: 1. FOR INSTALLATION RECOMMENDATIONS, SEE STD-702 "TYPICAL RET/DET CROSS-SECTION DETAIL" AND STD-703 "TYPICAL RET/DET/CLEANOUT DETAIL" TO 2-3"Ø C.I. PIPES

CLEANOUT
FLOW
FLOW
90"
(2286 MM)

78.5"
(1994 MM)

71.9"
(1826 MM)
63"
(1600 MM)

53.1"
(1347 MM)

40.7"
(1034 MM)

33.9"
(862 MM)

28.9"
(734 MM)

25.4"
(645 MM)

TYPICAL
SPACING "C"
67"
(1702 MM)
54"
(1372 MM)
48"
(1219 MM) 42" 1067 MM)
36"
(914 MM)
28"
(711 MM) 21"
(533 MM)
18"
(457 MM)

14.5"
(368 MM)

NOMINAL
O.D.
24"
(610 MM) 24"
(610 MM) 24"
(610 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM)
12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM) 12"
(292 MM)
18"
(457 MM)
18"
(457 MM)
18"
(457 MM)
18"
(457 MM)
18"
(457 MM)
H
(TRAFFIC) H(NON-TRAFFIC)
60"
(1500 MM) 24"
(610 MM)
25"
(635 MM)
48"
(1200 MM) 42"
(1050 MM) 24"
(610 MM)
36"
(900 MM) 22"
(559 MM)
30"
(750 MM)
18"
(457 MM) 24"
(600 MM)
13"
(330 MM)
10"
(254 MM)
9"
(229 MM)
13"
(330 MM)
18"
(450 MM)
15"
(375 MM) 12"
(292 MM)
8"
(203 MM)
8"
(203 MM) 11"(279 MM) 12"
(300 MM)
TYPICAL SIDE WALL "X" TYPICAL
SPACING "S"

NOMINAL DIAMETER
NOTES: 1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR

UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL

EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN

NON-TRAFFIC
APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE.

ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" - 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
© 2007 HANCOR, INC. REV. DESCRIPTION BY MM/DD/YY CHK'D NOTE: ALL DIMENSIONS ARE ± 1/2 INCH.

DRAWING NUMBER: NTS

SUITABLE

FOUNDATION

CLASS I OR II MATERIAL

PLACED AND COMPACTED IN

ACCORDANCE WITH
ASTM D2321 IN PIPE ZONE

FILTER FABRIC
(WHERE REQUIRED

BY ENGINEER)
H (RIGID PVMT.) H
(FLEX PVMT.)

UNDISTURBED
EARTH

BEDDING (CLASS I OR II MATERIAL)
= 4" MIN. FOR 12" - 24" PIPE
= 6" MIN. FOR 30" - 60" PIPE
H
(GRASS AREA)
REFER TO STD-702 FOR COVER HEIGHT DETAILS
REFER TO STD-702 FOR COVER HEIGHT DETAILS

CLASS I OR II MATERIAL PER
ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE
LIFTS TO 95% MIN. OF MAX. SPD

CLEANOUT RISER

UNDISTURBED
EARTH

SOLID WALL HDPE CLEANOUT
(4" Ø)
* LOAD BEARING CONCRETE COLLAR

AS SPECIFIED BY DESIGN ENGINEER
(WHERE REQUIRED)

UNDISTURBED
EARTH

CLASS I OR II MATERIAL PER
ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE
LIFTS TO 95% MIN. OF MAX. SPD

SECTION B-B

BEDDING (CLASS I OR II MATERIAL)
= 4" MIN. FOR 12" - 24" HDPE PIPE
= 6" MIN. FOR 30"-60" HDPE PIPE

SECTION A-A

BEDDING (CLASS I OR II MATERIAL)
= 4" MIN. FOR 12" - 24" HDPE PIPE
= 6" MIN. FOR 30"-60" HDPE PIPE

CORRUGATED HDPE RISER
(SPECIFY DIAMETER)

CLASS I OR II MATERIAL PER
ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE
LIFTS TO 95% MIN. OF MAX. SPD

UNDISTURBED
EARTH
* LOAD BEARING CONCRETE COLLAR

AS SPECIFIED BY DESIGN ENGINEER
(WHERE REQUIRED) FRAME & GRATE
(BY OTHERS)
© 2007 HANCOR, INC
* LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED

IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER.

C LATERAL L

LID (AS REQUIRED)

C LATERAL L
REV. DESCRIPTION BY MM/DD/YY CHK'D NOTE: ALL DIMENSIONS ARE ± 1/2 INCH.

DRAWING NUMBER: NTS CRM
10/23/06 OF
1 UPDATED DRAWING TJR 03/13/07 CKS
TYPE 3: WATERSTOP GASKET W/ CORRUGATED HDPE PIPE
TM
INSTALLATION TO C.I. PIPES/ MANHOLE VIEW

DETAILED CONNECTION VIEW

FILL VOID SPACE WITH ACCEPTABLE GROUT MATERIAL STAINLESS STEEL TAKE-UP CLAMP (2 ~ PLACES) HDPE PIPE
(10"Ø)

ENSURE BACKFILL IS

PLACED UNDER PIPE AND

PROPERLY COMPACTED

STRUCTURE WALL NON-SHRINK

PATCHING

COMPOUND

STAINLESS STEEL TAKE-UP CLAMP SCREWS WILL BE
PLACED 180° FROM EACH OTHER

E HARVESTING STORAGE SYSTEM
NTS
6" MIN. OF CLASS II PERMEABLE ROCK

PER CALTRANS SPECIFICATIONS OR

SIMILAR MUNICIPALITY-APPROVED

MATERIAL

DISCHARGE
PIPE
4"-6" RIP RAP
4" Ø SOLID PIPE
EXISTING GROUND 12"
5'-0"
4"Ø PERF. PIPE
SCALE: 1/4" = 1'
DISSIPATION AREA DETAIL 4
· DRAINAGE DETAILS
A-5.2
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:

Sheet:

DATE ISSUED FOR
Checked by:

Drawn by:

JC
project no sheet no.
20180525 BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

18.00' DRIVEWAY
(E)Chain Link Fence
(E)HOUSE
(E)Sidewalk Curb and Gutter
(E)TS
(E)SSMH
ASSUMED ELEV.

RIM=948.83
INV=941.50 (E)WM
(E)PPL
(E)PGE
Box
(E)WM
(E)WM (E)TS
(E) Ø 6" Clay Pipe S. Sewer System
ewer System
#171
#125
(E)PLANTING EASEMENT(7'WIDE)
(E)PLANTING
EASEMENT Per
Doc#61643AH
Vol.6653, Page 82
Fence (E)Wooden Fence
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
(N) DRIVEWAY (18' WIDE) BAY VIEW ROAD (40
)

7.00'
(N) WATER
METER

JOINT TRENCH FOR GAS,

ELECTRIC AND CATV

4.75 5.72 (E) CONC. WALKWAY

SPRINKLER

SPRINKLER
(E) KEYSTONE RET.WALL
CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES
R28'
R52'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" TREE
BUSH 5
3 BUSH
CANOPY 18'
6" TREE
6" TREE
6" TREE CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8" CANOPY
10'TREE
12" TREE
CANOPY
20'
6" TREECANOPY
8'
18"
TREE 6"
8" TREE CANOPY 9'
CANOPY 8'
FOUND 1" IP WITH TAG
STAMPED L.S. 3451' FROM

RECORD POSITION
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
CONTOURS @ 2'(Original)
CONTOURS @ 10'
(E)RETAINING WALL
(E)POST POLE LIGHT

SITE/GRADING PLAN LEGEND

DESCRIPTION

PROPERTY LINE

CENTER LINE

SYMBOLS
(ALL SYMBOLS NOT NECESSARILY ON DRAWINGS)
(E)TRAFFIC SIGN
(E)POWER POLE
(E)CITY MONUMENT
(E)HYDRANT

EXISTING TREE

EXISTING WOODEN FENCE

0.60 Ac.

APN: 022 - 062 - 550

LOT INFORMATION

ABBREVIATIONS

EXISTING (E)

SANITARY SEWER MANHOLE SSMH

STORM DRAIN INLET SDI

WATER VALVE WV

WATER METER WM

CATCH BASIN CB

FIRE HYDRANT FH

POWER POLE PP

POWER POLE LIGHT PPL

TRAFFIC SIGN TS
ORIGINAL LOT NUMBER 00
(E)TELEPHONE LINE

CALCULATED (C)

FOUND CROSS CUT ON TOP OF

CONCRETE CURB
(E) SEWER LINE S S S S
(E) WATER LINE W W W W
(E) GAS LINE G G
(N) SEWER LINE
(N) WATER LINE
(E) STORM DRAIN SD SD
project no sheet no.

Drawn by:

Checked by: JC

DATE ISSUED FOR
Sheet:
225 ROCKAWAY BEACH AVE. No 400
FAX (650) 355 8965
(650) 355 0615

CIVIL AND STRUCTURAL ENGINEERS
PACIFICA, CA 94044
REMARKS:

ENGINEERING
J C BAY VIEW RD - CALERA TERRACE PACIFICA, CA 94044 APN : 022 - 062 - 550 290614 A-5.3

UTILITY PLAN
NORTH
SCALE: 1"= 10'-0"
· UTILITY PLAN
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

DRIVEWAY

COURTYARD

18.00' DRIVEWAY

7.00'
16 69
70 B
A
4 5
7 8
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

TA CRUZ
CALERA TERRACE(40')
CE(40')
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
E)Key-Stone
et. Wall
(E)Chain Link Fence
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Sidewalk Curb and Gutter
(E)TS
(E)SSMH
ASSUMED ELEV.

RIM=948.83
INV=941.50 (E)WM
(E)PPL
(E)PGE
Box
(E)WM (E)TS
(E) Ø 6" Clay Pipe S. Sewer System
(E) Ø=6" Clay Pipe S. Sewer System
#171
#125
Fence
(E)PLANTING EASEMENT(7'WIDE)
den Fence (E)Wooden Fence
(N) DRIVEWAY (18' WIDE) BAY VIEW RO

SPRINKLER

SPRINKLER
(E) CONC. WALKWAY
(N) CONC. SWALE
(N) CONC. SWALE
(N) CONC. SWALE
(N) CONC. SWALE
12" TREE
BUSH 5
3 BUSH
CANOPY 18'
6" TREE
6" TREE
6" TREE CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8" CANOPY
10'TREE
12" TREE
CANOPY
20'
6" TREECANOPY
8'
20"
18" TREE
20' CANOPY
TREE 6"
8" TREE CANOPY 9'
CANOPY 8'
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
SITE
COLOR

CODE AREA TYPE AREA
(Sq.Ft.)
IMPERVIOUS DRIVEWAY 5,829.96
IMPERVIOUS ROOF 4,719.58
PERMEABLE PAVERS 350.65
LANDSCAPE (DISTURBED-GRADING) 3,907.23
UNDISTURBED LANDSCAPE 11,247.99
TOTAL SITE AREA 26,055.41
=15,133.41 Sq.Ft. (0.347 ACRES)

TOTAL PROJECT DEVELOPMENT AREA
[(impervious driveway+impervious roof+permeable pavers+landscape (disturbed-grading)] = · SITE AREA USE
A-5.4
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:

Sheet:

DATE ISSUED FOR
Checked by:

Drawn by:

JC
project no sheet no.
20180525 BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

SITE AREA USE
14 15
16 17
18 19
20 64
65 66
67 68
69 72 70
71 C
B
A
1 2
3 4
5 7
8 13

SANTA CRUZ

BAY VIEW
CALERA TERRACE(40')
9 8
7 CALERA TERRACE(40')
TERRACE(40')
ROAD(40')
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
(E)Key-Stone Ret. Wall
(E)Chain Link Fence
(E)Chain Link Fence
1" = 16'-0"
(E)Chain Link Fence

18.00' DRIVEWAY
(E)Chain Link Fence
(E)HOUSE
(E)WV
(E)WV
(E)CB

EXISTING FIRE

HYDRANT
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)TS
(E)TS
(E)TS
(E)PP
(E)TS
(E)SSMH
ASSUMED ELEV.

RIM=948.83
INV=941.50 (E)WM
(E)PPL
(E)PGE
Box
(E)WM
(E)WM (E)TS
(E) Ø 6" Clay Pipe S. Sewer System
(E) Ø=6" Clay Pipe S. Sewer System
#171
#125
(E)Wooden Fence
(E)PLANTING EASEMENT(7'WIDE)
(E)PLANTING
EASEMENT Per
Doc#61643AH
Vol.6653, Page 82
(E)Wooden Fence (E)Wooden Fence
BAY VIEW ROAD(40')
(N) DRIVEWAY (18' WIDE) BAY VIEW ROAD (40')

7.00'

4.75 5.72 (E) CONC. WALKWAY

SPRINKLER

SPRINKLER
(E) KEYSTONE RET.WALL

FIRE HOSE

LINE FROM

HYDRANT

FIRE HOSE LINE

FROM HYDRANT
TO DW 88.63'

FIRE HOSE LINE

FROM HYDRANT
TOTAL LENGTH:
422.00 FT
CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES
R28'
R52'

FIRE HOSE LINE

FROM HYDRANT
TOTAL LENGTH:
460.00 FT

FIRE HOSE LINE

FROM HYDRANT
TOTAL LENGTH:
363.00 FT
(N) CONC. SWALE
(N) CONC. SWALE
(N) CONC. SWALE
12" TREE
BUSH
5 3 BUSH
CANOPY 18'
6" TREE
6" TREE
6" TREE CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8" CANOPY
10'TREE
12" TREE
CANOPY
20'
6" TREECANOPY
8'
20" TREE
30' CANOPY
18" TREE
20' CANOPY
TREE 6"
8" TREE CANOPY
9'
CANOPY 8'
FOUND 1" IP WITH TAG
STAMPED L.S. 3451' FROM

RECORD POSITION
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
CONTOURS @ 2'(Original)
CONTOURS @ 10'
(E)RETAINING WALL
(E)POST POLE LIGHT

SITE/GRADING PLAN LEGEND

DESCRIPTION

PROPERTY LINE

CENTER LINE

SYMBOLS
(ALL SYMBOLS NOT NECESSARILY ON DRAWINGS)
(E)TRAFFIC SIGN
(E)POWER POLE
(E)CITY MONUMENT
(E)HYDRANT

EXISTING TREE

EXISTING WOODEN FENCE

0.60 Ac.

APN: 022 - 062 - 550

LOT INFORMATION

ABBREVIATIONS

EXISTING (E)

SANITARY SEWER MANHOLE SSMH

STORM DRAIN INLET SDI

WATER VALVE WV

WATER METER WM

CATCH BASIN CB

FIRE HYDRANT FH

POWER POLE PP

POWER POLE LIGHT PPL

TRAFFIC SIGN TS
ORIGINAL LOT NUMBER 00
(E)TELEPHONE LINE

CALCULATED (C)

FOUND CROSS CUT ON TOP OF

CONCRETE CURB
(E) SEWER LINE S S S S
(E) WATER LINE W W W W
(E) GAS LINE G G
(N) SEWER LINE
(N) WATER LINE

FIRE HOSE LINE
project no sheet no.

Drawn by:

Checked by: JC

DATE ISSUED FOR
Sheet:
225 ROCKAWAY BEACH AVE. No 400
FAX (650) 355 8965
(650) 355 0615

CIVIL AND STRUCTURAL ENGINEERS
PACIFICA, CA 94044
REMARKS:

ENGINEERING
J C BAY VIEW RD - CALERA TERRACE PACIFICA, CA 94044 APN : 022 - 062 - 550 290614 A-5.5

FIRE HOSE PLAN
NORTH
SCALE: 1"= 16'-0"
· FIRE HOSE PLAN
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

SANTA CRUZ
9 CALERA TERRACE(40')
TERRACE(40')
(E)Chain Link Fence
(E)Chain Link Fence
(E)HOUSE
(E)Curb
(E)Key-Stone Ret. Wall
(E)Chain Link Fence
(E)Chain Link Fence
(E)Chain Link Fence

18.00' DRIVEWAY
(E)Chain Link Fence
(E)HOUSE
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)Sidewalk Curb and Gutter
(E)TS
(E)TS
(E)TS
RIM=906.16
NV=904.50
(E)SDI
RIM=905.57
INV=904.41
(E)SDI
RIM=905.81
(E)PP
(E)TS
(E)SSMH
ASSUMED ELEV.

7.00'

4.75 5.72 (E) CONC. WALKWAY

SPRINKLER

SPRINKLER
(E) KEYSTONE RET.WALL
CONC. DRIVEWAY W/ GROOVES
CONC. DRIVEWAY W/ GROOVES
SILT
FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
SILT
FENCE
(N) CONC. SWALE
(N) CONC. SWALE
(N) CONC. SWALE
12" TREE
10" TREE
BUSH
5 3 BUSH
CANOPY 18'
CANOPY
16'
6" TREE
6" TREE
6" TREE CANOPY
8'
CANOPY
12'
CANOPY
12'
10" TREE CANOPY
15'
8" CANOPY
10'TREE
12" TREE
CANOPY
20'
6" TREE
CANOPY
8'
10" TREE
CANOPY
8'
18" TREE
25' CANOPY
8" TREE
CANOPY
16'
20" TREE
30' CANOPY
18" TREE
20' CANOPY
TREE 6"
8" TREE CANOPY
9'
CANOPY 8'
FOUND 1" IP WITH TAG
STAMPED L.S. 3451' FROM

RECORD POSITION
DECK
(E)HOUSE
Top of Bank

PLANTER

PLANTER
DECK
KEY-STONE RET. WALL
KEY-STONE RET. WALL
KEY-STONE RET. WALL
CONTOURS @ 2'(Original)
CONTOURS @ 10'
(E)RETAINING WALL
(E)POST POLE LIGHT

SITE/GRADING PLAN LEGEND

DESCRIPTION

PROPERTY LINE

CENTER LINE

SYMBOLS
(ALL SYMBOLS NOT NECESSARILY ON DRAWINGS)
(E)TRAFFIC SIGN
(E)POWER POLE
(E)CITY MONUMENT
(E)HYDRANT

EXISTING TREE

EXISTING WOODEN FENCE

0.60 Ac.

APN: 022 - 062 - 550

LOT INFORMATION

ABBREVIATIONS

EXISTING (E)

SANITARY SEWER MANHOLE SSMH

STORM DRAIN INLET SDI

WATER VALVE WV

WATER METER WM

CATCH BASIN CB

FIRE HYDRANT FH

POWER POLE PP

POWER POLE LIGHT PPL

TRAFFIC SIGN TS
ORIGINAL LOT NUMBER 00
(E)TELEPHONE LINE

CALCULATED (C)

FOUND CROSS CUT ON TOP OF

CONCRETE CURB
(E) SEWER LINE S S S S
(E) WATER LINE W W W W
(E) GAS LINE G G
(N) SEWER LINE
(N) WATER LINE

SILT FENCE
project no sheet no.

Drawn by:

Checked by: JC

DATE ISSUED FOR
Sheet:
225 ROCKAWAY BEACH AVE. No 400
FAX (650) 355 8965
(650) 355 0615

CIVIL AND STRUCTURAL ENGINEERS
PACIFICA, CA 94044
REMARKS:

ENGINEERING
J C BAY VIEW RD - CALERA TERRACE PACIFICA, CA 94044 APN : 022 - 062 - 550 290614 A-5.6

EROSION CONTROL
NORTH SCALE: 1"= 16'-0"
· EROSION CONTROL
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

MATERIALS & WASTE MANAGEMENT

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 RAINS 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 24HOURS. · 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 OVERFILLED. 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 FLUIDS AS HAZARDOUS WASTE.

CONSTRUCTIONS ENTRANCE AND PERIMETER
· ESTABLISH AND MAINTAIN EFFECTIVE PERIMETER CONTROLS AND STABILIZE ALL

CONSTRUCTION ENTRANCE AND EXITS TO SUFFICIENTLY CONTROL EROSION AND SEDIMENT DISCHARGE 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.

EQUIPMENT MANAGEMENT & SPILL

CONTROL

MAINTENANCE AND PARKING
· DESIGNATE AN AREA, FITTED 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 FLUIDS. RECYCLE OR DISPOSE OF
FLUIDS AS HAZARDOUS WASTE.
· IF VEHICLE OR EQUIPMENT CLEANING 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.
· CO NOT HOSE DOWN SURFACES WHERE FLUIDS 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 SIGNIFICANT SPILLS IMMEDIATELY. YOU ARE

REQUIRED BY LAW TO REPORT ALL SIGNIFICANT RELEASES
OF HAZARDOUS MATERIALS, INCLUDING OIL. TO REPORT A
SPILL: 1) DIAL 911 OR YOUR LOCAL EMERGENCY RESPONSE
NUMBER, 2) CALL THE GOVERNOR'S OFFICE 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 FIBER 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
BMP,s SUCH AS FIBER ROLLS, SILT FENCES,

SEDIMENTS 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
- BURIED BARRELS, DEBRIS, OR TRASH

PAVING / ASPHALT WORK
· AVOID PAVING AND SEAL COATING IN WET

WEATHER OR WHEN RAIN IS FORECAST,

TO PREVENT MATERIALS THAT HAVE NOT

CURED FROM CONTACTING STORM
WATER 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 FILTER FABRIC,

CATCH BASIN INLET FILTERS, OR GRAVEL

BAGS TO KEEP SLURRY OUT IF THE
STORM DRAIN SYSTEM.
· SHOVEL, ABOSORB, OR VACUUM SAW-CUT

SLURRY AND DISPOSE OF ALL WASTE AS

SOON AS YOU ARE FINISHED 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.

CONCRETE, GROUT & MORTAR

APPLICATION
· 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 FLOW 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.

LANDSCAPING
· 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.

PAINTING & PAINT 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
STATE-CERTIFICATED CONTRACTOR.

DEWATERING
· DISCHARGES OF GROUNDWATER OR CAPTURED

RUNOFF FROM DEWATERING OPERATIONS MUST
BE PROPERLY MANAGED AND DISPOSED. WHEN

POSSIBLE SEND DEWATERING DISCHARGE TO
LANDSCAPE 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
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPs)

CONSTRUCTION PROJECTS ARE REQUIRED TO IMPLEMENT , THE STORM WATER BEST (MANAGEMENT PRACTICES ( BMP) O THIS PAGE, AS HER APPLY TO YOU PROJECT, ALL YEAR LONG.

STORM DRAIN POLLUTERS MAY BE LIABLE FOR FINES OF UP TO $10,000 PER DAY project no sheet no.

Drawn by:

Checked by: JC

DATE ISSUED FOR
Sheet:
225 ROCKAWAY BEACH AVE. No 400
FAX (650) 355 8965
(650) 355 0615

CIVIL AND STRUCTURAL ENGINEERS
PACIFICA, CA 94044
REMARKS:

ENGINEERING
J C BAY VIEW RD - CALERA TERRACE PACIFICA, CA 94044 APN : 022 - 062 - 550 290614 A-5.7
· CONSTRUCTION BEST

MANAGEMENT PRACTICES
(BMPs)
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:

Sheet:

DATE ISSUED FOR
Checked by:

Drawn by:

JC
project no sheet no.
20180525 BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

GUEST ROOM
15'-6"x10'-6"
CLOSET
6'-0"x3'-9"
BATH
6'-0"x8'-0"
5'-0"x5'-5"
POWDER
ROOM

ELEVATOR
6'-0"x5'-5"

GREAT ROOM
15'-5"x27'-8"

KITCHEN
15'-5"x12'-7"

DBL OVEN
REF.

MUDDROOM

61.33 SQ.FT.

PANTRY

35.93 Sq.Ft.

GARAGE
19'-10"x20'-0"
GARAGE
10'-11"18'-0" BALCONY 185.25 SQ FT
20 (R)=7.5"
19 (T)=11"
MECH. EQUIP.

MAIN FLOOR PLAN
SCALE: 3/16" = 1'-0"

UTILITY BROOMS / MOP

LAUNDRY
SHOOT
42" HIGH

RAILING
ENTRY
4:12
DN
985.00
985.00
983.00
986.50
986.50
GAS

FIREPLACE
A-9 A-9
A A
A-11
C
I
I
9 9
6 6
1 1
4 4
5 5
B
B
C
C
F
F
11 11
3 3
7 7
8 8
4:12
4:12

PROJECTION

LOWER FLOOR

PROJECTION

LOWER FLOOR

PROJECTION

LOWER FLOOR

PROJECTION

LOWER FLOOR
W12
W01
W12 W11 D06 D06 D04 BALCONY 72.17 SQ FT
6'-2"
A-10
A-10 B
B BALCONY 558.01 SQ FT BALCONY 88.86 SQ FT
A
A
44'-5" 30'-7" 30' 12'-4" 17'-11" 15'
6'-2"
6'-5"
12'-4"
135°
14'-5"
8'-6"
20'-4"
14'-2"
19'
20'-4"
11'-11"
15'-5" 6'-8"135° 20' 4'-6"
13'-5" 5'
18'-10" 5'-11" 5'-11" 4'-3" 8'-6" 15'-9" 18'-8" 1'-9" 36'-2" 33'-2" 25'-9" 29'-2"
25'-4" 18'-1" 13'-5"
36'-10"
8'-6"
15'-4"
6'-9"
30'-7"
6"
10'-11"
D03
985.00
DN
985.00
983.00
983.00
983.00
4'
4 (R)=7.5"
3 (T)=11"
985.00 4 (R)=6" 3 (T)=11"

7.757.75

2.5 989.00 987.50
DN
4'-3" 4'-10"
3 (R)=6"
2 (T)=11"

ACCESSORY DWELLING
UNIT
984.83
984.83
DN
983.00
DN
4 (R)=5" 3 (T)=15"
D03
W02 W05 W06 W07 W08
4 (R)=6"
3 (T)=11"
4:12 11'-6" 86'-9"
18'
23'-1"
3'-6"
8"
15'-6" 10'-6" 16' 3'-5"
8'-11"
4'-6"
6' 12'-7" 27'-8" 17'-1" 13'-5" 1'-11"
6'-2" 16' 7' 8'-11"
23'
56'-10"
8'-6"
6'-2"
W21
W21 W11 W11
W01 W03
5'-6"
3'-11" 8'-10" CABINETS
8'-6"
4'-5"
CABINETS CABINETS 6'-5" 6'-2" D04 D04
A-12 A-12
D D
2 2
A
A

LOWER FLOOR PLAN
SCALE: 3/16" = 1'-0"

ELEVATOR
6'-0"x5'-5"

CABINETS SHELVES

SHELVES BUILT IN CLOSET

SHELVES

LAUNDRY

86.61.FT.

MASTER BEDROOM
14'-7" x14'-2"
CLOSET
6'-7"x6'-0"
CLOSET
7'-1"x6'-0"
BATH
8'-11"x5'-6"
BEDROOM 1
11'-7"x11'-2"

PLAYROOM
15'-3"x10'-6" HALLWAY HALLWAY
BEDROOM 2
11'-7"x11'-2"
BATH
7'-5"x5'-6"

MEDIA CL

32.8 Sq.Ft. MECH 8'-2"x4'-11"

LAUNDRY
SHOOT

CRAWL SPACE AREA

BELOW GARAGE

CABINETS
STORAGE 4'-2"x4'-9"
BATH
8'-11"x9'-9"
3'-2"
3'-2" 20 (R)=7.5" 19 (T)=11"

BUILT IN
CLOSET
975.00
A-9 A-9
A A

PROJECTION

MAIN FLOOR

PROJECTION

MAIN FLOOR

PROJECTION

MAIN FLOOR

PROJECTION

MAIN FLOOR
A-11
C
10 10
9 9
6 6
1 1
4 4
5 5
11 11
3 3
7 7
8 8
8'-1"
W18 W19 W17W18 D08 D10 D04
D04
D16 D05 D12 D16 D04 D04 D06 D06 D06
D04 D04
D15
D14 BALCONY 558.01 SQ FT BALCONY 88.86 SQ FT
6' A-10
A-10 B
B
G
G
D
D
B
B
C
C
E
E
F
F 11'-2" 10'-6" 11'-2" 1'-3" 9'-11"
3' 2'-9" 7'-10" 4'-3" 5'-6" 14'-2" 8'-8" 5'-5" 16'-1" 1'-9" 20'-8" 17'-11" 14'-1" 6'-5" 8'-9"
6'-4" 1'-5"
14'-7"
6'
3'-5"
3'-3" 5'-8" 4'-8"
13'-7" 2'-6"
6 6
975.00
975.00
6'-4"
973.00
973.00
973.00
973.00
UP
975.00
975.00
974.83
976.83
972.83
974.83
11'-3" 11'-6" 11'
42'-6"
W02
W04 W14 W15 W14 W16
DN
4 (R)=6"
3 (T)=11"
W20
7'-5" 5'-6"
11'-7"
15'-3"
11'-7" 5'-6"
8'-11"
1'-5" 2'-6" 6'
4'-11" 8'-2" 4'-6" 7'-1" 6'-7" 45' 6'-5" 11'-6" 77' 11'-6" 88'-6" 12'-9" 5'-11" 20'-4" 11' 88'-6" A-11 A-11
C C
DN
4(R) @ 6"
3(T) @ 11"
DN
973.00

LIBRARY / HOMEWORK AREA
4(R) @ 6"
3(T) @ 11"
A-12 A-12
D D
· PROPOSED FLOOR PLANS
A-6
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:BENDA -SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

C I V I L STAT E OF CA L I FORN I A

ELEVATOR

CRAWL SPACE AREA
BELOW GARAGE BALCONY 558.01 SQ FT BALCONY 88.86 SQ FT
UP
DN
DN
DN
DN BALCONY 185.25 SQ FT
ENTRY
4:12
DN
4:12
4:12 BALCONY 72.17 SQ FT BALCONY 558.01 SQ FT BALCONY 88.86 SQ FT DN

7.757.75

2.5 DN
DN
DN
4:12 B
A
D
C
E
F
G
J
H
I
K
L

MAIN FLOOR PLAN AREA CALCULATION
SCALE: 3/32" = 1'-0"

LOWER FLOOR PLAN AREA CALCULATION
SCALE: 3/32" = 1'-0"
2'-10" 11' 16'-6" 6'-10" 23'-3" 17'-8" 11'-4" 86'-7"16' 7' 3'-11" 29'-10" 12'-9" 5'-11" 8'-10" 20'-11" 7'-8" 8'-5" 13'-5" 1'-11" 86'-9" 7'-8" 11'-6" 6'-3" 10'-1" 7'-10" 13'-5"
56'-10"
V P
R
S
Q
U
T
8' 7'-11" 15'-7"
42'-6" 14'-1" 6'-6" 15'-11" 32'-7" 7'-11" 77' 19'-5" 12'-3" 20'-4" 15'-11" 6'-6" 14'-1" 88'-6" 2'-10" 22'-8"
11'
W 6'-11"
25'-6"

MAIN FLOOR AREA CALCULATION
DESCRIPTION AREA (SQ.FT)
C 135.60
D 131.10
E 40.78
F 381.10
G 129.13
H 77.08
I 312.26
J-STAIRS 94.44
K 176.25
L 89.23
ELEVATOR 41.41
TOTAL LIVING AREA 1608.38
A 222.46
B 446.36
GARAGE AREA (A+B) 668.82
W (MECH & STORAGE) 126.17
ENTRY 37.64
BALCONY 1 185.25
BALCONY 2 72.17

LOWER FLOOR AREA CALCULATION
DESCRIPTION AREA (SQ.FT)
P 94.50
Q 65.13
R 532.64
S 395.29
T 165.73
U 318.84
TOTAL LIVING AREA 1572.13
V (CRAWL SPACE) 490.62
BALCONY 3 558.01
BALCONY 4 88.86

DOOR SCHEDULE

NUMBER QTY WIDTH HEIGHT TYPE DESCRIPTION
D01 1 9'-0" 7'-0" GARAGE DOOR - D02 1 16'-0" 7'-0" GARAGE DOOR - D03 3 3'-0" 6'-8" HINGED - D04 9 2'-6" 6'-8" POCKET - D05 2 2'-4" 6'-8" POCKET - D06 6 6'-0" 7'-0" DOUBLE HINGED MARVIN ULTIMATE SWINGING ARCH TOP FRENCH DOOR D07
D08
D09 1 7'-0" 7'-0" FOLDING STACKING GLASS WALLS
D10 - D11 1 2'-6" 6'-8" HINGED - D12 2 2'-6" 6'-8" HINGED ELEVATOR D13 1 5'-0" 6'-8" DOUBLE HINGED - D14 1 4'-0" 6'-8" SLIDING - D15 1 4'-6" 6'-8" SLIDING - D16 2 2'-6" 6'-8" HINGED - 1 4'-0" 6'-8" SLIDING
1 11'-0" 7'-0" FOLDING STACKING GLASS WALLS
1 2'-6" 6'-8" POCKET SOLID CORE

WINDOWS SCHEDULE

NUMBER QTY WIDTH HEIGHT TYPE DESCRIPTION
W01 3 6'-0" 3'-6" SLIDING W/ SHUTTER
W02 2 1'-0" 2'-0" FIX
W03 1 2'-0" 5'-6" FIX
W04 1 6'-0" 3'-6" SLIDING
W05 1 3'-0" 3'-0" SLIDING
W06 1 8'-6" 3'-0" SLIDING
W07 1 4'-0" 4'-0" SLIDING
W08 1 8'-6" 4'-0" SLIDING
W09 1 6'-0" 9'-0" FIX
W10 1 6'-0" 4'-0" FIX
W11 3 5'-0" 4'-6" FIX
W12 2 4'-0" SLIDING W / SHUTTER
W13 1 4'-0" 2'-0" SLIDING
W14 2 3'-0" 4'-0" SLIDING
W15 1 5'-0" 4'-0" FIX
W16 1 4'-0" 4'-0" FIX
W17 1 8'-6" 4'-0" FIX - W18 2 4'-0" SLIDING W / SHUTTER W19 1 4'-0" 1'-6" SLIDING
W20 1 6'-0" 3'-6" SLIDING
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- 3'-0"
3'-0"
W21 2 4'-0" 6'-6" FIX -
· AREA CALCULATION
· WINDOW & DOOR SCHEDULE
A-6.1
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:BENDA -SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

C I V I L STAT E OF CA L I FORN I A

DATE ISSUED FOR
12/03/18 PLANING SET
05/23/19 PLANING SET
03/23/2021 PLANING SET
04/21/2021 PLANING SET
09/10/2021 PLANING SET
09/24/2021 PLANING SET
06/22/2022 PLANING SET
02/17/2023 PLANING SET
05/23/2023 PLANING SET
10/16/2023 PLANING SET
10/21/2024 PLANING SET
NORTHEAST ELEVATION SCALE: 1/4" = 1'-0" 1 1 1 1 1 6 3 3 3 1 4 4 4 2 2 3 45 5 5 9 2 2 2 14 14 14 14 14 12 5 10 10 4 4 4.1 3 4 MAIN FLOOR 985.00 MAIN FLOOR 2 983.00 TOP OF ROOF 1 997.58 TOP OF PLATE 1 993.00 TOP OF CHIMNEY 1001.16 2'-7" 2' 8' 4'-7" 3'-7"
20'-8" GARAGE FLOOR 986.50 TOP OF ROOF GARAGE 2 999.83 TOP OF PLATE GARAGE 2 994.50 TOP OF ROOF GARAGE 1 997.83 TOP OF PLATE GARAGE 1 994.00 MAIN FLOOR 985.00 MAIN FLOOR 2 983.00 LOWER FLOOR 2 973.00 LOWER FLOOR 975.00 5'-6" 2' 1'-6" 7'-6" 6" 3'-4" 2'
22'-4" (N) ROOF EAGLE ROOFING TILE CAPISTRANO-3526 VALENCIA HUES OF RED ORANGE, BROWN STREAKS (N) WINDOWS WOOD WINDOW MILGARD WINDOW INTEGRITY ALL ULTREX GLIDER COLOR: BRONZE (EXTERIOR FINISH) (N) MOULDING STUCCO SHASTA WHITE LRV55 BASE A (N) EXTERIOR WALLS (N) GARAGE DOOR ZIEGLER DOOR SPANISH OLD WORLD WOOD GARAGE DOORS ELEVATION LEGEND (N)DECK DOOR MILGARD DOOR PATIO DOOR STACKING GLASS WALLS IN ALUMINUM CLAD WOOD GLASS: LOW E2 TEMPERED COLOR: DARK(EXTERIOR SHASTA WHITE LRV55 FINISH) BASE A 7/8" STUCCO 3 COAT APPLICATION WITH WOOD OVER TWO LAYERS OF GRADE D BUILDING PAPER. PROVIDE 3 1/2" WEEP SCREED AT A MINIMUM OF 4' ABOVE EARTH OR 2" ABOVE PAVED AREAS. GARAGE DOOR VENTS 2 - 4"X6" COMBUSTION AIR OPENING AT THE BOTTOM SECTION OF THE GARAGE DOOR. (N) ORNAMENTAL IRON MILL CITY IRON ORNAMENTAL WALL DECORATIVE ACCENT (N) CORBELS EKENA MILLWORK 7-1/2 IN. X 14 IN. X 30 IN. NEW BRIGHTON SMOOTH WESTERN CORBEL WITH BACKPLATE (N) ROSETTE EKENA MILLWORK 6-7/8 IN. X 1 IN. X 6-7/8 IN. WOOD ALDER MEDIUM KENT FLORAL ROSETTE (N) ENTRY DOORS KNOTTY ALDER MEADOWLANDS 6 LITE SINGLE DOOR/ROUND TOP, 2-1/4 THICK GLASS OPTIONS: CLEAR LOW E OR FLEMISH LOW E DOOR: 3'6" X 8'0" X 2-1/4" (N) SHUTTERS WOOD (N)DECK DOOR MARVIN ULTIMATE DOOR PATIO DOOR MARVIN ULTIMATE SWINGING ARCH TOP FRENCH DOOR 12 34 4.156 78 910 1112 (N) BARBECUE JAMAICA PREMIER STONE BARBECUE 13 (N) EXTERIOR LIGHT FIXTURE SKU: 7311-1 7311-1 SPANISH STYLE BELL WALL LAMP LAMPING-1*60-WATT MEDIUM BASE 1415 (N) PV PANELS 16 ILLUMINATED NUMBERS AT FRONT 4 12 1 1 1 1 1 22 2 3 4 4.1 5 7 15 15 15 MAIN FLOOR 985.00 MAIN FLOOR 2 983.00 LOWER FLOOR 2 973.00 LOWER FLOOR 975.00 TOP OF PLATE 2 997.00 TOP OF ROOF 2 1000.25 TOP OF ROOF 4 1001.16 TOP OF ROOF 1 997.58 TOP OF PLATE 1 993.00 TOP OF CHIMNEY 1001.16 TOP OF PLATE GARAGE 2 994.50 MAIN FLOOR 985.00 LOWER FLOOR 975.00 5' 2' 8' 2' 8' 4'-7" 3'-7"
33'-2"
1'-7" 6'-10" 10' 1'-6" 8' 2'-6" 4'-2"
34'-6" 3 4.1 4 12 14 14 14 14 14 14 14 14 14 14 14 14 14 7 7 7 2 2 3 3 3 3 3 3 4 4 4 4 4 4 4:12 4:12 4 12 5 5 5 2 958.00 955.00 955.00 SOUTHWEST ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR LIGHT FIXTURE 7311-1 SPANISH STYLE BELL WALL LAMP LAMPING-1*60-WATT MEDIUM BASE A-7 · ELEVATIONS J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26 JAV IER M. CHAVAR IA REGISTERED PROFESS IONAL ENGINEER C I V I L STAT E OF CA L I FORN I A Sheet: DATE ISSUED FOR 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET 4 12 1
1 1
2 2
2 3
3 4
4 3
4 NORTHWEST ELEVATIONSCALE: 1/4" = 1'-0"
℄ GARAGE FLOOR 986.50
1 4
4 4
4 4
3 3
3 2
2 215 MAIN FLOOR 985.00 MAIN FLOOR 2 983.00 LOWER FLOOR 2 973.00 LOWER FLOOR 975.00 5'-1" 2' 8' 2' 12' 4'-2"
33'-3" TOP OF PLATE 2 997.00 TOP OF ROOF 4 1001.16 TOP OF ROOF GARAGE 2 999.83 TOP OF PLATE GARAGE 2 994.50 TOP OF ROOF GARAGE 1 997.83 TOP OF PLATE GARAGE 1 994.00 1'-9" 7'-6" 6" 3'-4" 2'
15'-1" 12
6 4.1
3 4.1
5 4.1 962.00958.00 968.00 955.00
PROPERTY LINE 17'-3" (N) ROOF EAGLE ROOFING TILE CAPISTRANO-3526 VALENCIA HUES OF RED ORANGE, BROWN STREAKS (N) WINDOWS WOOD WINDOW MILGARD WINDOW INTEGRITY ALL ULTREX GLIDER COLOR: BRONZE (EXTERIOR FINISH) (N) MOULDING STUCCO SHASTA WHITE LRV55 BASE A (N) EXTERIOR WALLS (N) GARAGE DOOR ZIEGLER DOOR SPANISH OLD WORLD WOOD GARAGE DOORS ELEVATION LEGEND (N)DECK DOOR MILGARD DOOR PATIO DOOR STACKING GLASS WALLS IN ALUMINUM CLAD WOOD GLASS: LOW E2 TEMPERED COLOR: DARK(EXTERIOR SHASTA WHITE LRV55 FINISH) BASE A 7/8" STUCCO 3 COAT APPLICATION WITH WOOD OVER TWO LAYERS OF GRADE D BUILDING PAPER. PROVIDE 3 1/2" WEEP SCREED AT A MINIMUM OF 4' ABOVE EARTH OR 2" ABOVE PAVED AREAS. GARAGE DOOR VENTS 2 - 4"X6" COMBUSTION AIR OPENING AT THE BOTTOM SECTION OF THE GARAGE DOOR. (N) ORNAMENTAL IRON MILL CITY IRON ORNAMENTAL WALL DECORATIVE ACCENT (N) CORBELS EKENA MILLWORK 7-1/2 IN. X 14 IN. X 30 IN. NEW BRIGHTON SMOOTH WESTERN CORBEL WITH BACKPLATE (N) ROSETTE EKENA MILLWORK 6-7/8 IN. X 1 IN. X 6-7/8 IN. WOOD ALDER MEDIUM KENT FLORAL ROSETTE (N) ENTRY DOORS KNOTTY ALDER MEADOWLANDS 6 LITE SINGLE DOOR/ROUND TOP, 2-1/4 THICK GLASS OPTIONS: CLEAR LOW E OR FLEMISH LOW E DOOR: 3'6" X 8'0" X 2-1/4" (N) SHUTTERS WOOD (N)DECK DOOR MARVIN ULTIMATE DOOR PATIO DOOR MARVIN ULTIMATE SWINGING ARCH TOP FRENCH DOOR 1 2
34 4.1
5 6
78 910 1112 (N) BARBECUE JAMAICA PREMIER STONE BARBECUE 13 (N) EXTERIOR LIGHT FIXTURE SKU: 7311-1 7311-1 SPANISH STYLE BELL WALL LAMP LAMPING-1*60-WATT MEDIUM BASE 1415 (N) PV PANELS 16 ILLUMINATED NUMBERS AT FRONT EXTERIOR LIGHT FIXTURE 7311-1 SPANISH STYLE BELL WALL LAMP LAMPING-1*60-WATT MEDIUM BASE A-8 · ELEVATIONS J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

C I V I L
STAT E
OF
CA
L I FORN I A Sheet: DATE ISSUED FOR 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET ℄ 4 12 1 3 4 4.1 SOUTHEAST ELEVATION SCALE: 1/4" = 1'-0" 1 1 1 1 4 12 4 12 4 12 4 12 4 12 14 14 14 14 4 3 12 123 4 4 5 5 5 4 3 4 3 4 10 10 MAIN FLOOR 985.00 MAIN FLOOR 2 983.00 LOWER FLOOR 2 973.00 LOWER FLOOR 975.00 TOP OF CHIMNEY 1001.16 5' 2' 8' 2' 8' 4' TOP OF PLATE 2 997.00 TOP OF ROOF 1 997.58 TOP OF PLATE 1 993.003'-7" 7" TOP OF ROOF GARAGE 1 997.83 TOP OF PLATE GARAGE 1 994.00 5'-3" 3'-10"
9'-1" 2 2 2 2 2 2 ℄ 962.00 958.00 966.00 961.20 966.00 968.00 964.00 962.00 33'-2" 953.00
2' 3'-11"

PROPERTY LINE
PROPERTY LINE 17'-3" (N) ROOF EAGLE ROOFING TILE CAPISTRANO-3526 VALENCIA HUES OF RED ORANGE, BROWN STREAKS (N) WINDOWS WOOD WINDOW MILGARD WINDOW INTEGRITY ALL ULTREX GLIDER COLOR: BRONZE (EXTERIOR FINISH) (N) MOULDING STUCCO SHASTA WHITE LRV55 BASE A (N) EXTERIOR WALLS (N) GARAGE DOOR ZIEGLER DOOR SPANISH OLD WORLD WOOD GARAGE DOORS ELEVATION LEGEND (N)DECK DOOR MILGARD DOOR PATIO DOOR STACKING GLASS WALLS IN ALUMINUM CLAD WOOD GLASS: LOW E2 TEMPERED COLOR: DARK(EXTERIOR SHASTA WHITE LRV55 FINISH) BASE A 7/8" STUCCO 3 COAT APPLICATION WITH WOOD OVER TWO LAYERS OF GRADE D BUILDING PAPER. PROVIDE 3 1/2" WEEP SCREED AT A MINIMUM OF 4' ABOVE EARTH OR 2" ABOVE PAVED AREAS. GARAGE DOOR VENTS 2 - 4"X6" COMBUSTION AIR OPENING AT THE BOTTOM SECTION OF THE GARAGE DOOR. (N) ORNAMENTAL IRON MILL CITY IRON ORNAMENTAL WALL DECORATIVE ACCENT (N) CORBELS EKENA MILLWORK 7-1/2 IN. X 14 IN. X 30 IN. NEW BRIGHTON SMOOTH WESTERN CORBEL WITH BACKPLATE (N) ROSETTE EKENA MILLWORK 6-7/8 IN. X 1 IN. X 6-7/8 IN. WOOD ALDER MEDIUM KENT FLORAL ROSETTE (N) ENTRY DOORS KNOTTY ALDER MEADOWLANDS 6 LITE SINGLE DOOR/ROUND TOP, 2-1/4 THICK GLASS OPTIONS: CLEAR LOW E OR FLEMISH LOW E DOOR: 3'6" X 8'0" X 2-1/4" (N) SHUTTERS WOOD (N)DECK DOOR MARVIN ULTIMATE DOOR PATIO DOOR MARVIN ULTIMATE SWINGING ARCH TOP FRENCH DOOR 12 34 4.156 78 910 1112 (N) BARBECUE JAMAICA PREMIER STONE BARBECUE 13 (N) EXTERIOR LIGHT FIXTURE SKU: 7311-1 7311-1 SPANISH STYLE BELL WALL LAMP LAMPING-1*60-WATT MEDIUM BASE 1415 (N) PV PANELS 16 ILLUMINATED NUMBERS AT FRONT EXTERIOR LIGHT FIXTURE 7311-1 SPANISH STYLE BELL WALL LAMP LAMPING-1*60-WATT MEDIUM BASE A-8.1 · ELEVATIONS J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

PROPERTY LINE
PROPERTY LINE 26'-8" 34'-5" NORTHEAST ELEVATION 4:12 4:12 SCALE: 3/16" = 1'-0"

PROPERTY LINE
PROPERTY LINE 38'-11" 30'-9" SOUTHWEST ELEVATION A-8.2
· ELEVATIONS ENLARGED VIEW J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

PROPERTY LINE
PROPERTY LINE 17'-3" SOUTHEAST ELEVATIONSCALE: 3/16" = 1'-0" ℄
PROPERTY LINE 17'-3"
PROPERTY LINE 41'-11" NORTHWEST ELEVATION A-8.3
· ELEVATIONS ENLARGED VIEW J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

C I V I L
STAT E
OF
CA
L I FORN I A Sheet: DATE ISSUED FOR 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET ATTIC SPACE LOWER FLOOR 975.00 MAIN FLOOR 985.00 TOP OF PLATE 2 997.00 TOP OF ROOF 2 1000.25 TOP OF ROOF 4 1001.08 3'-3" 10"
32'-9"
9' CL
12' CL PLAY ROOM GREAT ROOM CRAWL SPACESECTION A-A SCALE: 1/4" = 1'-0" EXISTING GRADE 7'-7"
4 12
4 12
℄ STATION 0+18.31 ELEV: 989.85 TW:1000.60 BW:990.35 TW:1007.9 BW:1000.0 958.00 12' 10' 6'-5"
2 1 CRAWL SPACE FILL AREA CUT AREA 6'-2" 26'-8" TO PROPERTY LINE A-9 · SECTION A J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Sheet: Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

C I V I L
STAT E
OF
CA
L I FORN I A DATE ISSUED FOR 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET PLATFORM FOR MECHANICAL EQUIPMENT SECTION B-B SCALE: 1/4" = 1'-0" ATTIC SPACE CRAWL SPACE MAIN FLOOR 986.50 TOP OF ROOF GARAGE 2 999.83 TOP OF PLATE GARAGE 2 994.50 GARAGE 2'-1" 3'-4"
25'-2" FIRE TRUCK TURN AROUND DRIVEWAY SLOPE 9.0% STREET SLOPE SLOPE 2.00% ℄ (E) GRADE 12' DRIVEWAY CUT AREA FILL AREA CUT AREA
1'-8"
2 1
8'
4 12
4 12
8' CL
7'-6"
4 12 TOP OF ROOF GARAGE 1 997.83 TOP OF PLATE GARAGE 1 994.00 6"
2' 72'-4" TO PROPERTY LINE A-10
· SECTION B J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Sheet: Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

C I V I L
STAT E
OF
CA
L I FORN I A DATE ISSUED FOR 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET MASTER BEDROOM CRAWL SPACE CLOSET BATH ATTIC SPACE SECTION C-C SCALE: 1/4" = 1'-0" F.FLOOR 983.00 TOP OF ROOF 1 997.58 TOP OF PLATE 1 993.00 LOWER FLOOR TOP OF CHIMNEY 1001.16 TOP OF ROOF 2 1000.25 973.00 4'-7" 3'-7" 5'-3" 10' 10'
35'
9' CL ACCESSORY DWELLING UNIT 8'-11" 3'-11" FILL AREA CUT AREA 989.00 10' CL
4 12
4 12
℄ GUEST ROOM
PROPERTY LINE 15'-9" A-11
· SECTION C J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Sheet: Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

C I V I L
STAT E
OF
CA
L I FORN I A DATE ISSUED FOR 12/03/18 PLANING SET 05/23/19 PLANING SET 03/23/2021 PLANING SET 04/21/2021 PLANING SET 09/10/2021 PLANING SET 09/24/2021 PLANING SET 06/22/2022 PLANING SET 02/17/2023 PLANING SET 05/23/2023 PLANING SET 10/16/2023 PLANING SET 10/21/2024 PLANING SET ATTIC SPACE LOWER FLOOR 975.00 MAIN FLOOR 985.00 TOP OF PLATE 2 997.00 TOP OF ROOF 2 1000.25 4'-2"
33'-9"
9' CL GREAT ROOM CRAWL SPACE SECTION D-D SCALE: 1/4" = 1'-0" 7'-7"
4 12
4 12 958.00
12' 10' 6'-5"
2 1 CRAWL SPACE FILL AREA CUT AREA 6'-2" GAS FIREPLACE
12' CL HALLWAY BEDROOM 1 TOP OF CHIMNEY 1001.16
10' CL ACCESSORY DWELLING UNIT 989.00
9' CL
℄ ENTRY
8'-6" CL
PROPERTY LINE 22'-6" A-12
· SECTION D J C ENGINEERING 848 BURNS CT. PACIFICA, CA 94044 (650) 355 0615 FAX (650) 355 8965 CIVIL AND STRUCTURAL ENGINEERS REMARKS:

BENDA -SPENKER

RESIDENCE

BAY VIEW RD- CALERA TERRACE
PACIFICA, CA 94044
APN: 022-062-550 Sheet: Checked by: Drawn by: JC project no sheet no. 20180525 06 / 30 / 26

JAV IER
M. CHAVAR IA

REGISTERED
PROF
E
S

S IONAL

ENGINEER

10.1 J
J
D15
D16
D17
W16 W15
W12 W13
W17

GUEST HOUSE FLOOR PLAN
SCALE: 1/4" = 1'-0"
11'-11" 6'-2" 12'-6" 12' 13'-9"
BATH
8'-0"x4'-6"
CLOSET
4'-7"x2'-0"
CLOSET
5'-8"x2'-0"

KITCHEN
14'-4"x13'-3"

BEDROOM
11'-5"x11'-0"

BEDROOM
11'-6"x11'-0"
BATH
5'-8"x5'-0"
989.00
989.00 989.00

ACCESSORY DWELLING
UNIT
A-13.1
F F
I
I
9 9
6 6 W14 D04
D04
D15 D15
D15 D04
D21
30'-7" 25'-9" 11'-6" 25'-9"
8'-6" 15'-4" 6'-9"
30'-7" 2'-6" 4'-6" 5'-6" 1'-9"

10.1 A-13.1
A-13.1
E
E
A-13.1

RIGHT ELEVATION

LEFT ELEVATION REAR ELEVATION FRONT ELEVATION

DWELLING UNIT DOOR SCHEDULE

NUMBER QTY WIDTH HEIGHT TYPE DESCRIPTION
D04 3 2'-6" 6'-8" POCKET - D15 4 2'-6" 6'-8" HINGED - D16 1 4'-0" 6'-8" SLIDING - D17 1 5'-0" 6'-8" SLIDING - D21 1 6'-0" 6'-8" SLIDING - DWELLING UNIT WINDOW SCHEDULE

NUMBER QTY WIDTH HEIGHT TYPE DESCRIPTION
W12 1 6'-0" 4'-0" SLIDING
W13 1 4'-0" 2'-6" SLIDING
W14 1 6'-0" 4'-0" SLIDING
W15 1 6'-0" 3'-0" SLIDING
W16 1 4'-0" 3'-6" SLIDING
W17 1 4'-0" 2'-6" SLIDING
-
-
-
-
-
- GUEST HOUSE UNIT AREA CALCULATION
SCALE: 3/32" = 1'-0"
30'-7" 12' 13'-9" 25'-9"
M
N 12' O 12'
8'-6" 15'-4" 6'-9"
30'-7" 1'-9" 25'-9"

GUEST HOUSE AREA CALCULATION
DESCRIPTION AREA (SQ.FT)
M 102.04
N 210.81
O 366.91
TOTAL LIVING AREA 679.76
TOP OF ROOF 2
1000.17'
TOP OF ROOF 3
1001.67

FINISH FLOOR
989.00'

TOP OF PLATE
997.00' 8' 3'-2" 1'-5" 12'-8"
TOP OF ROOF 3
1001.67

TOP OF PLATE
997.00'

FINISH FLOOR
989.00' 8'
TOP OF ROOF 1
999.75' 2'-9" 1'-11" 12'-8"

NORTHEAST ELEVATION
SCALE: 1/4" = 1'-0"
1 4
2 4.1
3 9

4.1 3
4 2
5 4
12 4
12 4:12
5 4
12 4
12 TOP OF ROOF 2 4:12
1000.17'

TOP OF ROOF
1001.67

FINISH FLOOR
989.00'

TOP OF PLATE
997.00' 4'-10" 8' 3'-2" 1'-5"

SOUTHWEST ELEVATION
SCALE: 1/4" = 1'-0" 17'-6"
1 5 1
2 2
TOP OF ROOF 3
1001.67

TOP OF PLATE
997.00'

FINISH FLOOR
989.00' 8'
TOP OF ROOF 1
999.75' 2'-9" 1'-11" 12'-8"
4 12
4 12
4:12
4:12

SOUTHEAST ELEVATION
SCALE: 1/4" = 1'-0"
4 4

4.1 4.1
2 3
3 1
6 9
5 TOP OF ROOF 3
1001.67

TOP OF PLATE
997.00'

FINISH FLOOR
989.00' 8'
TOP OF ROOF 1
999.75' 2'-9" 1'-11" 12'-8"
TOP OF ROOF 2
1000.17'

TOP OF ROOF
1001.67

FINISH FLOOR
989.00'

TOP OF PLATE
997.00' 6'-10" 8' 3'-2" 1'-5"
4 12
4 12
4 12
4:12

NORTHWEST ELEVATION
SCALE: 1/4" = 1'-0" 19'-5"
5 5
1 1
4 4
9 3
3 4.1
2 2
2 8
(N) ROOF

EAGLE ROOFING TILE
CAPISTRANO-3526 VALENCIA

HUES OF RED ORANGE,

BROWN STREAKS
(N) WINDOWS

WOOD WINDOW

MILGARD WINDOW

INTEGRITY ALL ULTREX
GLIDER
COLOR: BRONZE (EXTERIOR

FINISH)
(N) MOULDING
STUCCO
SHASTA WHITE LRV55
BASE A
(N) EXTERIOR WALLS

ELEVATION LEGEND
(N)EXTERIOR DOOR

MILGARD DOOR

PATIO DOOR

STACKING GLASS WALLS IN

ALUMINUM CLAD WOOD
GLASS: LOW E2 TEMPERED
COLOR: DARK(EXTERIOR

FINISH)
SHASTA WHITE LRV55
BASE A 7/8" STUCCO 3 COAT

APPLICATION WITH WOOD

OVER TWO LAYERS OF GRADE
D BUILDING PAPER. PROVIDE 3
1/2" WEEP SCREED AT A
MINIMUM OF 4' ABOVE EARTH
OR 2" ABOVE PAVED AREAS.
(N) CORBELS

EKENA MILLWORK
7-1/2 IN. X 14 IN. X 30 IN.

NEW BRIGHTON SMOOTH

WESTERN CORBEL WITH

BACKPLATE
(N) SHUTTERS
WOOD
1 2
3 4

4.1 5
6 9 (N) EXTERIOR LIGHT FIXTURE
SKU: 7311-1
7311-1 SPANISH STYLE

BELL WALL LAMP
LAMPING-1*60-WATT MEDIUM BASE
(N) DOOR

MILGARD DOOR

MODERN WOODEN DOOR
8 EXTERIOR LIGHT FIXTURE
7311-1 SPANISH STYLE

BELL WALL LAMP
LAMPING-1*60-WATT MEDIUM BASE
· (P) GUEST HOUSE FLOOR PLAN
· (P) GUEST HOUSE ELEVATIONS
· (P) GUEST HOUSE AREA

CALCULATION
· (P) GUEST HOUSE SECTION E
A-13
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:BENDA -SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

C I V I L STAT E OF CA L I FORN I A

ATTIC SPACE

CRAWL SPACE

BEDROOM

SECTION F
SCALE: 1/4" = 1'-0"

FILL AREA

CUT AREA
989.00
TOP OF ROOF 3
1001.67

TOP OF PLATE
997.00

FINISH FLOOR
989.00 8' 2'-9" 12'-8"
BEDROOM CLOSET 8' CL
TOP OF ROOF 1
999.75 1'-11"

CRAWL SPACE

ATTIC SPACE
TOP OF ROOF 2
1000.17'
TOP OF ROOF 3
1001.67

FINISH FLOOR
989.00'

TOP OF PLATE
997.00' 8' 3'-2" 1'-5" 12'-8"

SECTION E
SCALE: 1/4" = 1'-0" 8' CL CLOSET

BATH BEDROOM

KITCHEN PROPERTY LINE(E) ADJACENT
HOUSE
LOT 16
(E) KEYSTONE
RET. WALL
(N) RET. WALL

UPPER FLOOR
WINDOW

LOWER FLOOR

SLIDING DOOR
· (P) GUEST HOUSE - SECTION E
· (P) GUEST HOUSE - SECTION F
A-13.1
J C

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS:BENDA -SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

C I V I L STAT E OF CA L I FORN I A

ENGINEERING
848 BURNS CT.

PACIFICA, CA 94044
(650) 355 0615
FAX (650) 355 8965

CIVIL AND STRUCTURAL ENGINEERS
REMARKS: BENDA-SPENKER RESIDENCE BAY VIEW RD- CALERA TERRACE PACIFICA, CA 94044 APN: 022-062-550 Sheet:

Checked by:

Drawn by:

JC
project no sheet no.
20180525
06 / 30 / 26
JAV IER M. CHAVAR
IA

REGISTERED PROFESS IONAL ENGINE
R

C I V I L

STAT E OF CA L I FORN I A

BAYVIEW RD EXISTING VIEW

BAYVIEW RD PROPOSED VIEW

ROCKAWAY EXISTING VIEW

ROCKAWAY PROPOSED VIEW

ENTRY FROM BAYVIEW RD EXISTING VIEW

ENTRY FROM BAYVIEW RD PROPOSED VIEW

Pacifica City CouncilFebruary 9, 2026

Pacifica City Council
February 9, 2026