Agenda packet — Los Gatos City Council, February 4, 2025 (part 8 of 9)

ITEM NO. 9.

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S
460465470 475
480
485
470 470 475 480
435
440
445
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460
465
470
475
440
445
450
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460
435
440
445
450
455
460
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470
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425
430
435
460
465
470
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480
485
550 545 555 560
565
570
540 545
545
550
550
555
555 485 480495 490
460
465
470
475
480 485
515
520
525
530
535
540
545
550
555
560
565
565
565
570
570
570
575 580 585 590 595 600 605 610 615
480 485 490
485 480
490
495
110 WOOD ROAD
APN: 510-47-038

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042 BROADWAY

WOOD ROAD
EX. BUILDING TO BE REMOVED
EX. BUILDING TO BE REMOVED
EX. BUILDING,

TO BE REMOVED
EX. PARKING,

TO BE REMOVED
EX. LOADING AREA,

TO BE REMOVED
EX. ASPHALT ROAD ,

TO BE REPLACED
EX. ASPHALT ROAD ,

TO BE REPLACED
EX. BUILDING,

TO BE PROTECTED
EX. BUILDING,

TO BE PROTECTED
EX. ASPHALT ROAD ,

TO BE PROTECTED
EX. BUILDING,

TO BE REMOVED
EX. ASPHALT ROAD ,

TO BE PROTECTED
EX. ASPHALT ROAD ,

TO BE REPLACED
EX. SIDEWALK ,

TO BE REMOVED
EX. SIDEWALK ,

TO BE REMOVED
EX. UTILITY VAULT,

TO BE REMOVED
EX. FDC,

TO BE REMOVED
EX. UTILITY VAULT,

TO BE REMOVED
EX. SD CATCH BASIN,

TO BE PROTECTED
EX. RETAINING WALL,

TO BE REMOVED
EX. RETAINING WALL,

TO BE REMOVED
EX. BUILDING TO BE REMOVED
EX. RETAINING WALL,

TO BE REMOVED
EX. FENCE,

TO BE PROTECTED
EX. SD CATCH BASIN,

TO BE REMOVED
EX. SD CATCH BASIN,

TO BE REMOVED
EX. SS MANHOLE,

TO BE PROTECTED
EX. SD LINE,
TO BE REMOVED EX. SS LINE,

TO BE PROTECTED
EX. MANHOLE,

TO BE PROTECTED
EX.WATER LINE,

TO BE PROTECTED
EX. 6" WATER LINE,

TO BE PROTECTED
EX. 10" WATER LINE,

TO BE PROTECTED
EX. MANHOLE,

TO BE PROTECTED
EX. SS LINE,

TO BE PROTECTED
EX. SD LINE,

TO BE PROTECTED
EX. SS LINE,

TO BE PROTECTED
EX. SD LINE,

TO BE PROTECTED
EX. PROPERTY LINE

TO BE REMOVED BY

LOT MERGER
EX. 6" WATER LINE,

TO BE PROTECTED
EX. FIRE HYDRANT,

TO BE PROTECTED
EX. WATER LINE,

TO BE REMOVED
EX. MANHOLE,

TO BE PROTECTED
EX. SS MANHOLE,

TO BE PROTECTED
EX.SS LINE,

TO BE REMOVED
EX. FIRE HYDRANT,

TO BE PROTECTED
EX. SD CATCH BASIN

AND CURB CORE,

TO BE RELOCATED
EX. SD MANHOLE,

TO BE REMOVED
EX. SS LINE,

TO BE PROTECTED
EX. 10" WATER LINE,

TO BE PROTECTED
EX. 6" WATER LINE,

TO BE PROTECTED
EX. SD CATCH BASIN,

TO BE PROTECTED
EX. SD LINE,

TO BE REMOVED
EX. FIRE HYDRANT,

TO BE PROTECTED
EX. FIRE HYDRANT,

TO BE PROTECTED
EX. 6" WATER LINE,

TO BE PROTECTED
EX. SD CATCH BASIN,

TO BE PROTECTED

SEVENTH DAY

ADVENTIST CHURCH
57 BROADWAY ST.

APN: 510-45-082
EX. BUILDING,

TO BE PROTECTED
EX. BUILDING,

TO BE PROTECTED

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

TO BE REMOVED
EX. MANHOLE,

TO BE PROTECTED
EX. SD LINE,

TO BE REMOVED
T.B.M NO.:

NORTHING: 1905946.12'
EASTING: 6128709.97'
ELEVATION: 477.32'
DESC.: CHECK-AT-3
T.B.M NO.:

NORTHING: 1906191.28'
EASTING: 6128802.86'
ELEVATION: 492.29'
DESC.: SET S/X
T.B.M NO.:

NORTHING: 1906520.20'
EASTING: 6128939.35'
ELEVATION: 465.13'
DESC.: FS
EX. SD LINE,

TO BE PROTECTED
EX. CURB TO BE

DEMOLISHED
EX. RETAINING WALL

TO BE DEMOLISHED
EX. RETAINING WALL,

TO BE REMOVED
10' DRAINAGE AVOIDANCE
AREA, EX. IMPROVEMENTS

TO BE PROTECTED IN PLACE

CURVE TABLE
CURVE # RADIUS DELTA LENGTH

LINE TABLE
LINE # DIRECTION LENGTH LINE # DIRECTION LENGTH

LINE TABLE
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

KPFF CONSULTING ENGINEERS
45 FREMONT ST, 28TH FLOOR
SAN FRANCISCO, CA 94105
(415) 989-1004
GLUMAC
150 CALIFORNIA ST, 3RD FLOOR
SAN FRANCISCO, CA 94111
(415) 398-7667
GATES + ASSOCIATES
2671 CROW CANYON RD
SAN RAMON, CA 94583
(925) 736-8176

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C101 DEMOLITION PLAN.dwg April 30, 2024 05:01:17pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

EXISTING CONTOUR

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

EXISTING ASPHALT CONCRETE PAVEMENT

ASPHALT CONCRETE/SIDEWALK PAVEMENT

TO BE REMOVED AND REPLACED

EXISTING BUILDING

EXISTING TREES / REMOVE OR REPLACE
(REFER TO LANDSCAPE TREE PLANS)

EXISTING SANITARY SEWER/STORM DRAIN

MANHOLE

EXISTING FIRE HYDRANT
C101

PRELIMINARY

DEMOLITION PLAN
XXX
S

TITLE EXCEPTIONS AND EXCLUSIONS

AN EASEMENT FOR PUBLIC USE FOR ALL LAWFUL PURPOSES FOREVER AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 07, 1969 IN BOOK 8732, PAGE 226 OF OFFICIAL RECORDS. IN FAVOR OF THE TOWN OF LOS GATOS, A MUNICIPAL CORPORATION, AFFECTS: THE SOUTHERLY PORTIONS OF PARCEL 2.

LICENSE FOR THE ENCROACHMENT OF FENCE LINES OVER THE SOUTHEASTERLY

LINE OF LYNDON LANE AS GRANTED BY LOS GATOS MEADOWS, A CALIFORNIA

NON-PROFIT CORPORATION, TO DAWN PISORS AND GEORGE PISORS, RECORDED JULY 08, 1986 IN BOOK J756, PAGE 1514, INSTRUMENT NO. 8850136, OFFICIAL RECORDS.

AN EASEMENT FOR THE DISTRIBUTION OF ELECTRIC ENERGY AND COMMUNICATION PURPOSES AND INCIDENTAL PURPOSES, RECORDED APRIL 25, 2013 AS INSTRUMENT NO. 22191749 OF OFFICIAL RECORDS. IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY, A CALIFORNIA CORPORATION, AFFECTS: AS DESCRIBED THEREIN.

SEE THIS SHEET FOR CONTINUATION

SEE THIS SHEET FOR CONTINUATION
SITE NOTE:

AVERAGE SLOPE: 24%

Page 952 ends

ITEM NO. 9.

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460465470 475
480
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470 470 475 480
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470
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460
435
440
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450
455
460
465
470
475
425
430
435
460
465
470
475
480
485
550 545 555 560
565
570
540 545
545
550
550
555
555 485 480495 490
460
465
470
475
480 485
515
520
525
530
535
540
545
550
555 555
555
560
560
560
565 570 575 580 585 590 595 600 605 610 615
480 485 490
485 480
490
495

EXISTING TRIBUTARY AREA DRAINING
TO EX. WOOD ROAD STORM SYSTEM.
(APPROX. 9.4 ACRES)

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042 BROADWAY

WOOD ROAD

SEVENTH DAY

ADVENTIST CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

EXISTING TRIBUTARY AREA DRAINING

TO BROADWAY
(APPROX. 1.5 ACRES)

EXISTING TRIBUTARY
AREA DRAINING OFFSITE.
(APPROX. 0.04 ACRES)
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C101.1 EXISTING DRAINAGE PLAN.dwg April 30, 2024 05:01:37pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

EXISTING CONTOUR

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

EXISTING ASPHALT CONCRETE PAVEMENT

ASPHALT CONCRETE/SIDEWALK PAVEMENT

TO BE REMOVED AND REPLACED

EXISTING BUILDING

EXISTING TREES / REMOVE OR REPLACE
(REFER TO LANDSCAPE TREE PLANS)

EXISTING SANITARY SEWER/STORM DRAIN

MANHOLE

EXISTING FIRE HYDRANT
C101.1

EXISTING

DRAINAGE PLAN
XXX
S

SEE THIS SHEET FOR CONTINUATION

SEE THIS SHEET FOR CONTINUATION
SITE NOTE:

AVERAGE SLOPE: 24%

Page 953 ends

ITEM NO. 9.

S
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S
S
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470475 480 485
475 480 485
435
440
445
450
455
460
465
470
475
440
445
450
455
460
435
440
445
450
455
460
465
470
475
425
430
460
465
470
475
480
485
550 545 555 560
565
570
540 545
545
550
550
555
555 485 480495 490
460
465
470
475
480 485
EX. BUILDING
515
520
525
530
535
540
545
550
555 555
555
560
560
560
565 570 575
580 585 590
595
600
605
610
615
480
485
490
485 480
490
495
100 WOOD ROAD
APN: 510-47-029
EX. BUILDING BROADWAY

WOOD ROAD

VILLA G

VILLA F

VILLA A

VILLA H VILLA B

VILLA E

VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL

COOLING TOWER/

EMERGENCY GENERATOR

WITHIN FENCED YARD

FAREWELL LANE TO BE

SIGNED AS EMERGENCY

VEHICLE ACCESS ONLY

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

DRIVEWAY

REFER TO LANDSCAPE

PLANS FOR DECORATIVE

PAVING DETAIL

DECORATIVE

CONCRETE WALKWAY
(REFER TO LANDSCAPE

PLANS FOR DETAIL)
PROP. SHORT TERM

PARKING SPACES WITH
DECORATIVE PAVING.

SEE AUTONOMOUS
VEHICLE SPEC., THIS
SHEET FOR MORE DETAIL.

PROP. FIRE
HYDRANT (TYP.)
PROP. FIRE
HYDRANT (TYP.)
EX. FIRE

HYDRANT
EX. FIRE

HYDRANT

23.0' 20.0'
R30'
R45' R10' R10'

20.0' 26.0'

40.4' 20.0'

26.0' 64.4'

6.0'

26.6' 5.0'

15.0'

28.4'

24.3'

37.1'

42.0'

38.3' 50.1' 28.3' 8.0'

30.0'

13.2'

6.0'
R5'

5.0'
R120'
R10' R10' 18.0' TYP.

9.5' 15.0' 15.0' 13.0'
R42'
R5' 18.5'
R71'
R94'

26.0'

54.0' 11.0' 20.0'

8.0' 30.0' 5.0'
R20'
R30'
R30'
R95'
R75' 29.0'
R10'

26.0'
R34'

26.0' 10.0'

26.0' 55.5'

22.4'
PROP. FIRE
HYDRANT (TYP.)
PROP. FIRE
HYDRANT (TYP.)

OUTDOOR SEATING AREA

REFER TO LANDSCAPE

PLANS FOR DETAIL
R40'
R40'
R25'
R20'

22.7'
R34'
R60'
10' DRAINAGE AVOIDANCE
AREA, EX. IMPROVEMENTS

TO BE PROTECTED IN PLACE

5.1'

16.6'

5.0'

37.5'

2.0' 10.0'
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200
Plotted By:LaVelle, Michael Sheet Set:Kha \\kimley-horn.com\ca_pls1\Project\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C102 SITE PLAN.dwgApril 30, 2024 05:17:02pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

EXISTING ASPHALT CONCRETE

PAVEMENT

PROPOSED ASPHALT CONCRETE
PAVEMENT**

PROPOSED SIDEWALK CONCRETE

PAVEMENT

PROPOSED LANDSCAPING

PROPOSED BIORETENTION

PROPOSED BUILDING

PROPOSED RETAINING WALL

EXISTING TREES

PROPOSED FIRE HYDRANT

PROPOSED STANDPIPE LOCATION
C102

PRELIMINARY

CIVIL SITE PLAN
NOTE: DIMENSIONS
ARE IN MILLIMETERS.

AUTONOMOUS VEHICLE SPEC.

N.T.S.
**PAVEMENT DESIGN NOTE
PAVEMENT SHALL BE DESIGNED TO SUPPORT 75K LB

LOADING CAPACITY, POINT LOADS FOR AERIAL APPARATUS

OUTRIGGERS, AND DRAINAGE DESIGN SUFFICIENT TO

PREVENT ROADWAY EROSION PER SANTA CLARA COUNTY
FIRE DEPARTMENT REQUIREMENTS.

Page 954 ends

ITEM NO. 9.

S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
470 475 480
485
475 480 485
435
440
445
450
455
460
465
470
475
440
445
450
455
460
435
440
445
450
455
455
455
460
465
465
465
470
475
425
430
460
465
480
475
470
485
550 545 555 560
565
570
540
545
545
550
550 495 490 485 480
460
465
470
475
480
490485 BROADWAY

WOOD ROAD
480
480
485
475
480 485 445 440 435
450
455
460
465
470
475
480
485
500
480
485
465
470
475
535
535
540
545
536 537 538
539
541
544 543 542
546
546
490
495
500
505
510
530
525
520
515

8.10% 8.10% 17.70%

16.90%

1.10%

4.81%

3.66%

13.48%

10.50% 12.50%

3.39%

8.24%

7.72% 0.99%

0.27%

3.64%

3.38%

1.16%
EX. SDCB (491.69')
18" INV OUT: 488.1'
525
530
535
540
545
550
485
490
495
500
505
510 515
520
525
515
520
525
530
535
540
545
550
555
555
560
560
560
565
565
565
570 575 580 585 590 595 600
605 610 615 2.00%
480
485
490
495
505

2.60%
485
480
490
495
500
505
510
(477.9± FS)
ME
(489.0± FS)
ME
(512.2± FS)
ME
(493.9± FS)
ME
(531.0± FS)
ME
(545.3± FS)
ME
(547.9± FS)
ME
(550.0± FS)
ME
(549.0± FS)
ME
(540.9± FS)
ME
(537.0± FS)
ME
(430.0± FS)
ME
(430.1± FS)
ME
EX. SDMH (523.62')
18" INV IN/OUT: 517.7'
EX. SDMH (489.36')
18" INV IN: 483.3' (W)
18" INV IN: 483.3' (SW)
18" INV IN: 483.4' (NW)
20" INV OUT: 483.2' (E)
EX. SDMH (465.29')
24" INV IN/OUT: 460.0'
EX. SDMH (454.11')
24" INV IN/OUT : 447.1'

VILLA G

VILLA F

VILLA A

VILLA H VILLA B

VILLA E

VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038
TERRACE FFE: 505.00
GARAGE LEVEL 1 FFE: 488.00
GARAGE LEVEL 2 FFE: 478.50
GB GB

HP HP HP
GB
GB
GB GB
HP

TERRACE
FFE: 505.00

TERRACE
FFE: 505.00
FFE: 485.00 FFE:
477.00
FFE: 488.00

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

APN: 510-45-082
LG HOTEL LLC.
140 S. SANTA CRUZ AVE
APN: 510-45-065
RAYMOND F. & GRACE LESTER
142 S. SANTA CRUZ AVE
APN: 510-45-090
BERND J. NEUDECKER
109 WOOD ROAD
APN: 510-47-041
JULIE A. RITTER TRUSTEE
135 WOOD ROAD
APN: 510-47-034
FFE: 488.00
EX. SDMH (562.34')
12" INV IN: 556.1' (N)
18" INV IN: 556.1' (W)
18" INV OUT: 556.0' (SE)
24" SD
24" SD
EX. SDMH 433.5'
24" INV IN: 430.2' (SW)
20" INV IN: 427.2' (NW)
24" INV OUT: 427.3' (SE)
24" SD
18" SD
18" SD
18" SD
18" SD
GB
18" SD 18" SD
18" SD
15" SD
8" SS
6" SS
6" SS
6" SS
6" SS
FFE: 505.00
FFE: 505.00 FFE: 505.00
FFE: 505.00
FFE: 505.00
20" SD

5.00%

5.80% 8.10% 2.26% 7.80%

6.85%

7.94%
18" SD
18" SD
530.29 TW
534.37 FS
488.00 FS
487.50 FS
526.00 FS
519.50 FS
519.50 FS
516.50 FS
447.90 FS
448.16 FS
483.76 FS
487.05 FS
476.01 FS
477.86 FS
485.14 FS
477.19 FS
515.80 FS
505.09 DOOR
505.00 DOOR
516.50 DOOR 519.50 DOOR
488.08 FS
487.13 FS
485.00 FS
485.00 FS
484.53 FS
475.23 FS
474.73 FS
466.59 FS
471.88 FS
485.21 FS
487.50 FS
484.04 FS
488.00 DOOR
502.56 DOOR
540.55 FS
527.50 FS
522.00 FS
533.00 FS
505.00 FS
520.05 TW
515.80 FS
505.00 FS
501.62 FS
498.98 FS
496.65 FS
491.72 FS
535.61 FS
520.46 FS
510.00 FS
505.00 FS
513.00 FS 529.00 FS
535.67 FS
519.50 FS
544.12 FS
516.94 FS 528.72 FS
534.72 FS
488.00 FS
487.58 FS
486.38 FS
487.54 FS
487.55 FS
487.48 FS
487.18 FS
EX. SDCB (493.58')
12" INV IN: 489.80' (W)
18" INV OUT: (489.6')
EX. 18" STORM

DRAIN LINE
EX. SDCB
RIM: 531.04'
PROP. SDCB 483.33
12" INV OUT: 480.83'
EX. SDCB 534.66'
INV: 526.6' (NE)
INV: 526.6' (SW)
PROP. SDCB 476.33
12" INV OUT: 473.83' (NW)
PROP. STORM DRAIN POC
INV: 484.00
PROP. BUBBLE UP RISER
INV : 480.83'
EX. SDMH 479.22'
15" INV IN: 472.4' (NW)
18" INV IN: (472.3') (SW)
20" INV IN: (473.1') (W)
24" INV OUT : (472.2') (NE)
PROP. SDMH 480.60'
12" INV IN: 472.88 (W)
15" INV IN: 472.88 (NE)
15" INV OUT: 472.68 (SE)
80 LF 15" RCP SD
LINE @7.8%
164' LF 18" RCP
SD LINE @1.0%
51 LF 18" RCP
SD LINE @ 10.2%
134 LF 18" RCP
SD LINE @ 10.0%
84 LF 18" RCP
SD LINE @ 10.0%
21 LF 18" RCP
SD LINE @ 10.0%
42 LF 15" RCP
SD LINE @ 1.0%
27 LF 15" RCP
SD LINE @ 1.0%
PROP. SDMH 481.83'
INV IN: 466.54' (W)
18" INV IN: 466.34' (NE)
20" INV OUT: 466.14' (SE)
PROP. SDMH 501.95'
18" INV IN: 494.35' (SW)
18" INV OUT: 494.15' (SE)
PROP. SDMH 511.75'
18" INV IN: 503.94' (SW)
18" INV OUT: 503.74' (NE)
PROP. SDMH 532.86'
18" INV IN: 517.18' (SW)
18" INV OUT: 516.98' (NE)
PROP. SDCB 533.70'
18" INV IN: 519.44' (W)
18" INV OUT: 519.24' (SE)
PROP. SDCB 490.61'
18" INV IN: 485.83' (W)
18" INV OUT: 485.63 (SE)
PROP. SDCB 471.33''
12" INV OUT: 454.84' (SE)
88 LF 18" RCP
SD LINE @ 3.6%
84 LF 18" RCP
SD LINE @ 10.0%
PROP. SDCB 495.83
12" INV OUT: 490.33' (NW)
PROP. SDMH 477.90'
15" INV IN: 473.7' (NE)
12" INV IN: 473.50' (SE)
15" INV OUT: 473.30' (SW)
PROP. SDMH 484.47'
12" INV IN: 479.77 (SE)
15" INV OUT: 479.97' (SW)
PROP. SDCB 485.42'
18" INV IN: 480.43' (W)
8" INV IN: 480.53' (NE)
18" INV OUT: 480.33' (SE)
494.29 FS
491.85 FS
513.58 FS
501.56 FS
490.61 FS
488.58 FS
486.53 FS
503.76 FS
495.68 DOOR
PROP. SDCB 452.33'
12" INV OUT: 448.33' (SE) 204' LF 18" RCP
SD LINE @1.0%
PROP. SDMH 458.7±'
20" INV IN: 452.1±' (W)
18" INV IN: 452.2±' (NE)
20" INV OUT: 452.1±' (SE)
536.81 FS
(538.7± FS)
ME
(532.4± FS)
ME
(554.5± FS)
ME
(550.7± FS)
ME
490.50 FS
498.00 FS
505.00 FS
GB
486.67 FS
485.83 FS
484.80 FS
480.15 FS
479.75 FS
476.48 FS
474.35 FS
467.15 FS
484.81 FS
TCM #3
TCM #2
TCM #1
TCM #6
TCM #7 TCM #8
TCM #11
TCM #5
TCM #19
TCM #9
TCM #12
TCM #10
TCM #13
TCM #14
TCM #15
TCM #16
TCM #18 TCM #21
TCM #23
TCM #24
TCM #25
TCM #17
TCM #20
TCM #22 TCM #26
E
D
E
D
A
A
F
F
G G
H
H
C C
B B
PROP. SDMH 471.64'
INV IN: 468.68' (W)
INV OUT: 468.48' (S)
PROP. SDMH 479.50'
18" INV IN: 476.10' (W)
18" INV OUT: 476.00' (S)
70 LF 18" RCP
SD LINE @ 10.2%
473.78 FS
EX. 20" STORM

DRAIN LINE
50' LF 18" RCP
SD LINE @28.0%
PROP. STORM DRAIN POC
INV: 481.00
73' LF 18" RCP
SD LINE @9.0%
18" SD
PROP. SDCB 499.50
2" TO BIORETENTION
INV OUT: 495.50' (NE)
12" OVERFLOW
INV OUT: 495.50' (E)
23 LF 2" PVC SD
LINE @1.0%
PROP. STORM DRAIN POC
INV: 482.00
PROP. STORM DRAIN POC
INV: 484.00
PROP. BUBBLE UP RISER
INV : 480.83'

AVOIDANCE
AREA
544.00 TW 488.00 DOOR
S
S
S
S
RAYMOND F. & GRACE LESTER
142 S. SANTA CRUZ AVE
APN: 510-45-090
S. SANTA CRUZ AVENUE
6" SS 6" SS
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200
Plotted By:LaVelle, Michael Sheet Set:Kha \\kimley-horn.com\ca_pls1\Project\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C103 PRELIM GRADING.dwgApril 30, 2024 05:19:26pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH

CIVIL LIMIT OF GRADING

PROPERTY LINE
PROPOSED CONTOUR (1-FT)
EXISTING CONTOUR (1-FT)

PROPOSED GRADE BREAK

PROPOSED HIGH POINT

EXISTING STORM DRAIN LINE

PROPOSED STORM DRAIN LINE

PROPOSED RETAINING WALL

PROPOSED SLOPE

PROPOSED ELEVATION

EXISTING ELEVATION

PROPOSED BIORETENTION PLANTER, SEE
SHEET C105.1, DETAILS B & C

PROPOSED ASPHALT CONCRETE
PAVEMENT 4" AC / 8" CL II BASE

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN CATCH BASIN

PROPOSED OVERLAND FLOW DIRECTION
LEGEND
C103

PRELIMINARY

GRADING AND
X.XX% DRAINAGE PLAN
(100.0± FS)
ME
100.00 FS
204
204
GB
HP

GRADING AND DRAINAGE NOTES

1. SITE AVERAGE SLOPE: 24%

2. FOR TCM GRADING DETAILS SEE SHEET C103.1. FOR
BIORETENTION PLANTER DETAILS SEE SHEET C105.1

3. PIPE FOR STORM SEWERS SHALL BE PVC PIPE AND SHALL
CONFORM TO ASTM D3034-SDR 35 OR CORRUGATED
POLYETHYLENE AND SHALL CONFORM TO AASHTO M294-97 & ASTM D3212 UP TO 10" SIZE PIPE. 12" AND LARGER SHALL BE
REINFORCED CONCRETE PIPE.

4. ALL TOP OF CURB IS 6", UNLESS OTHERWISE NOTED.

SEE THIS SHEET FOR CONTINUATION

Page 955 ends

ITEM NO. 9.
10'

LANDSCAPE
1%
PROP. RETAINING WALL
(0' - 24' HEIGHT)
2%

2.0'
PROP. RETAINING WALL
(0' - 4' HEIGHT) 8'

SIDEWALK

2.0' 20'

FIRE ACCESS ROAD
2:1 MAX

2.0'
11' TYP.

EX. GRADE
1%

10.0'
PATIO
501.50 FG
521.20 TW
PROP. BLDG
FFE = 505.00
3:1 MAX
PL
VARIES

LANDSCAPE

2.0' 20.0'

ACCESS ROAD

5.5' LANDSCAPE
VARIES

BRS PLANTER

2.0' VALLEY GUTTER
PROP. RETAINING WALL
(0' - 10' HEIGHT)

7.5%
476.50 FS 474.50 FS
471.50 FG
467.00
6" CURB 6" CURB
18"
6" MIN.
12"
PROP. BLDG
FFE = 488.00
2:1 MAX
2:1 MAX

20.0'

ACCESS ROAD

2.0'
VARIES

BRS PLANTER
8' LANDSCAPE 1' LANDSCAPE

20.5'

BRS PLANTER
467.00 FS
470.50 FG
2%
473.20 FG
PROP. RETAINING WALL
(0'-20' HEIGHT)
449.50 FG
VARIES
EX. LANDSCAPE
444.50 EG
6" MIN. 18"
12"
6" MIN.
12"
6" CURB
6" CURB / INLET
18"
EX. GRADE
2:1 MAX
PL
45° BENDS
VARIES
EX. LANDSCAPE

20.0'

ACCESS ROAD
2'

LANDSCAPE

5.0'
PATIO
2%
PROP. RETAINING WALL
(0'-3' HEIGHT)
PROP. RETAINING WALL
(6' HEIGHT)
PROP. RETAINING WALL
(7' MAX HEIGHT)

10.0'
5% MIN.

EX. GRADE
PROP. BLDG
FFE = 516.50
FIRE

STAGING
AREA
2:1 MAX
2:1 MAX
PROP. BLDG
FFE = 505.00
PROP. RETAINING WALL
(4.5' HEIGHT)
VARIES

LANDSCAPE

10.0'

LANDSCAPE
VARIES

LANDSCAPE
6' LANDSCAPE

15.0'
PATIO
VARIES

LANDSCAPE
PROP. RETAINING WALL
(0'-13' HEIGHT)
PROP. RETAINING WALL
(0'-8' HEIGHT)
PROP. RETAINING WALL
(0'-3' HEIGHT)
VARIES
EX. WOOD ROAD
EX. CURB

7.0'
5% MIN.

PROP.

TERRACE FFE =
505.00
2:1 MAX
2:1 MAX
2:1 MAX
PL

1.0'

6.5' LANDSCAPE

24.0'

ACCESS ROAD
2' LANDSCAPE

8.5'
BRS
480.00 FG
476.00
6" MIN.
18"
12"
5' EX. LANDSCAPE
PROP. RETAINING WALL
(0'-3' HEIGHT)
479.00 FG
2%
6" CURB
6" CURB
2:1 MAX
PROP. BLDG
FFE = 478.50
PL

PLANTER
11'

LANDSCAPE
1%
PROP. RETAINING WALL
(0' - 11' HEIGHT)
2%

2.0'
PROP. RETAINING WALL
(0' - 10' HEIGHT)
8'

SIDEWALK

2.0'
20'

FIRE ACCESS ROAD
2:1 MAX

2.0'
11' TYP.

RETAINING
WALL
VARIES
EX. LANDSCAPE
PROP. BLDG
FFE = 505.00
3:1 MAX
PL
5'

LANDSCAPE
1% 2%

2.0'
PROP. RETAINING WALL
(0' - 10' HEIGHT)
8'

SIDEWALK

2.0' 20'

FIRE ACCESS ROAD
2:1 MAX

2.0'
11' TYP.

VARIES
EX. LANDSCAPE

RETAINING
WALL
10'

FIRE ACCESS

BUMP OUT
PROP. BLDG
FFE = 505.00
3:1 MAX
PL
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C103 PRELIM GRADING.dwg April 30, 2024 05:02:58pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
C103.1

GRADING

SECTIONS

SECTION A-A
N.T.S.

SECTION D-D
N.T.S.

SECTION E-E
N.T.S.

SECTION H-H
N.T.S.

SECTION G-G
EX. GRADE

SECTION F-F
N.T.S.

N.T.S.

SECTION B-B
N.T.S.

SECTION C-C
N.T.S.

Page 956 ends

ITEM NO. 9.
465 460
470
470
475
470
471.33 TW/FG
474.00 TW/FG
467.83 TSM
467.83 BW/FS

SEE DETAIL B
SHEET C105.1
468.50 TW/FG
463.47 BW/FG
471.63 TW/FG
467.83 BW/FS
468.50 TW/FG
467.83 BW/FS
467.84 BW/FG
535.00 TW/FG
535.00 TW/FG
536.28 TW/FG
534.33 TSM
536.63 TW/FG

SEE DETAIL B
SHEET C105.1
536.00 TW/FG
534.33 BW/FS
534.33 BW/FS
534.33 BW/FS
534.33 BW/FS
534.33 BW/FS
535.00 TW/FG
534.33 BW/FS
440
445
450
470
465
452.42 TW/FG
449.50 TW
445.61 BW/FG
449.50 TW
448.00 BW/FG
455.17 TW/FG
472.91 TW/FG
455.17 BW
462.05 TW/FG
452.42 BW
448.83 TSM 448.83 BW/FS
448.83 BW/FS

SEE DETAIL C
SHEET C105.1
S
475
480
490.08 TW/FG
490.23 TW
487.47 BW
485.00 TW
477.37 BW/FG
481.90 TW
481.49 BW
477.00 TW
475.20 BW/FG
477.00 TW
473.51 BW/FG
480.31 TW/FG
478.78 BW
478.70 TW 480.34 TW
477.21 BW
484.33 TSM
476.33 TSM
485.00 BW/FS
484.33 BW/FS
476.33 BW/FS
477.00 TW
478.70 TW/FG
476.33 BW/FS
476.21 BW/FG

SEE DETAIL C
SHEET C105.1

SEE DETAIL C
SHEET C105.1
490.17 TW/FG
485.00 TW
481.35 BW/FG
542
539.00 TSM
540.28 TW/FG
540.28 TW/FG
540.28 TW/FG
539.00 BW/FS
540.28 TW/FG
540.28 TW/FG

SEE DETAIL B
SHEET C105.1
539.00 BW/FS
539.00 BW/FS
539.00 BW/FS
539.00 BW/FS
480 480
485
490
495
485.33 BW/FS
489.58 TW/FG 486.15 TW/FG
490.27 TW/FG
483.14 BW/FG
486.00 TW
485.33 TSM
485.33 BW/FS
485.33 BW/FS

SEE DETAIL B
SHEET C105.1
482.08 BW/FG
486.00 TW
TW/FG
TSM
TW
BW/FG

TOP OF MATERIAL
SEE SHEET C105.1

BIORETENTION BOX

SECTION DETAIL

TOP OF PLANTER BOX
BW/FS
8" MIN.

PROP. GRADE
PROP. GRADE
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C103.2 PRELIM GRADING BLOWUPS.dwg April 30, 2024 05:03:37pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
C103.2

PRELIMINARY

GRADING

DETAILS
TCM #1 DETAIL
SCALE: 1"=10'
TCM #2 DETAIL TCM #3 DETAIL
TCM #5 DETAIL
TCM #7 AND #8 DETAIL
TCM #6 DETAIL
SCALE: 1"=10' SCALE: 1"=10'
SCALE: 1"=10'
SCALE: 1"=10'
SCALE: 1"=10'

NORTH NORTH
NORTH
NORTH
NORTH

BIORETENTION GRADING SECTION
N.T.S.

NORTH

Page 957 ends

ITEM NO. 9.

S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
470 475 480
485
475 480 485
435
440
445
450
455
460
465
470
475
440
445
450
455
460
425
430
460
465
470
475
480
485
550 545 555 560
565
570
540 550
545
550
555
555
560
560
425
430
435
440
445
450
455
460 465470 475
480
485
490
495
500
505
510
515
520
525
530
535
540
545
550 490 485 480495
460
465
470
475
480 485 BROADWAY

WOOD ROAD
(477.9± FS)
ME
(489.0± FS)
ME
(512.2± FS)
ME
(493.9± FS)
ME
(531.0± FS)
ME
(545.3± FS)
ME
(547.9± FS)
ME
(547.2± FS)
ME
(547.6± FS)
ME
(538.2± FS)
ME
(537.0± FS)
ME
(536.7± FS)
ME
480 485
475
480 485 445 440 435
450
455
460
465
470
480
485 500
480
485
465
470
475 535 535
540
545
490
495
500
505
510
515
530
525
520
480 485
490 495
500
505 510
515
520
525

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E

VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038
PROP. STORM

DRAIN LINE
PROP. STORM

DRAIN MANHOLE
EX. STORM

DRAIN LINE
PROP. STORM

DRAIN MANHOLE
EX. STORM

DRAIN LINE
PROP. STORM

DRAIN MANHOLE
PROP. STORM

DRAIN POC
PROP. STORM

DRAIN LINE
PROP. STORM DRAIN

CATCH BASIN
EX. STORM

DRAIN LINE
EX. STORM

DRAIN LINE
EX. STORM DRAIN

MANHOLE
EX. STORM DRAIN

MANHOLE
EX. STORM

DRAIN LINE
EX. STORM

DRAIN LINE
EX. STORM DRAIN

MANHOLE
EX. STORM DRAIN

MANHOLE
EX. STORM

DRAIN LINE
EX. STORM

DRAIN MAHNOLE
2:1 MAX SLOPE (TYP)
2:1 MAX SLOPE (TYP)
2:1 MAX SLOPE (TYP)
2:1 MAX SLOPE (TYP)
2:1 MAX SLOPE (TYP)
2:1 MAX SLOPE (TYP)
2:1 MAX SLOPE (TYP)
EX. SDCB 478.77'
INV: 475.8' (NE)
INV: 475.7' (SE)
EX. SDMH 479.22'
INV: 472.2' (NE)
INV: 472.3' (SW)
INV: 473.1' (W)
EX. SDCB 493.58'
INV: 489.6'
EX. SDCB 491.69'
INV: 488.1'
EX. STORM DRAIN

CATCH BASIN
PROP. STORM

DRAIN MANHOLE
PROP. STORM

DRAIN MANHOLE
PROP. STORM DRAIN

CATCH BASIN
528.00 DOOR
534.37 FS
488.00 FS
487.50 FS
516.50 FS
528.00 FS
519.50 FS
519.50 FS
505.00 FS
447.90 FS
448.16 FS
483.76 FS
487.05 FS
476.01 FS
477.86 FS
485.14 FS
477.19 FS
515.80 FS
505.00 DOOR
516.50 DOOR 519.50 DOOR
488.08 FS
487.13 FS
485.00 FS
485.00 FS
484.53 FS
475.23 FS
474.73 FS
471.88 FS
485.21 FS
487.50 FS
484.04 FS
488.00 DOOR
505.00 DOOR
502.58 DOOR
540.55 FS
527.50 FS
522.00 FS
533.00 FS
505.01 FS
520.05 TW
515.80 FS
505.00 FS
501.62 FS 498.98 FS
496.65 FS
491.72 FS
535.61 FS
520.46 FS
510.00 FS
505.00 FS
513.00 FS
529.00 FS
535.67 FS
539.40 FS
544.12 FS
528.72 FS 516.94 FS
534.72 FS
488.00 FS
505.00 DOOR
487.58 FS
486.38 FS
487.54 FS
487.55 FS
487.48 FS
487.18 FS
494.29 FS
491.85 FS
515.61 FS
501.56 FS
490.61 FS
488.58 FS
486.53 FS
503.76 FS
536.81 FS
486.67 FS
485.83 FS
484.80 FS
480.15 FS
479.75 FS
476.48 FS
474.35 FS
467.15 FS
473.78 FS
484.81 FS
466.59 FS
PROP. STORM

DRAIN MANHOLE

8.10% 8.10% 17.70%

18.00%

1.10%

4.81%

3.66%

13.48%

10.50% 12.50%

3.39%

8.24%

7.72% 0.99%

0.27%

3.64%

3.38%

1.16% 2.00%

2.60%

5.00%

5.80% 8.10% 2.26% 7.80%

6.85%

7.94%

AVOIDANCE
AREA
EX. SDCB 534.66'
INV: 526.6' (NE)
INV: 526.6' (SW)
530.29 TW 488.00 DOOR
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C104 PRELIM CUT-FILL.dwg April 30, 2024 05:04:24pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH

PROPERTY LINE
PROPOSED CONTOUR (1-FT)
EXISTING CONTOUR (1-FT)

PROPOSED GRADE BREAK

PROPOSED STORM DRAIN LINE

PROPOSED SLOPE

PROPOSED ELEVATION

EXISTING ELEVATION

PROPOSED BIORETENTION PLANTER

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN CATCH
BASIN
LEGEND
C104

PRELIMINARY

CUT AND FILL
PLAN
X.XX%
(100.0± FS)
ME
100.00 FS
204
204
GB
*NOTE:
- EARTHWORK QUANTITIES ARE RAW, UNADJUSTED
VOLUMES. THESE CALCULATIONS ASSUME 18"
FOUNDATIONS FOR PROPOSED BUILDINGS AND 12"
SECTIONS FOR PROPOSED ROAD PAVING. THE UTILITY
SPOILS ARE PRELIMINARY.

Page 958 ends

ITEM NO. 9.

S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
470475 480 485
475 480 485
435
440
445
450
455
460
465
470
475
440
445
450
455
460
435
440
445
450
455
460
465
470
475
425
430
460
465
470
475
480
485
550 545 555 560
565
570
540 545
545
550
550
555
555
425
430
435
440
445
450
455
460 465470 475
480
485
490
495
500
505
510
515
520
525
530
535
540
545
550
480 485
475
480 485 445 440 435
450
455
460
465
470
480
485
500
525 520 515 510 505
530
480
485 485 480495 490
460
465
470
475
480 485
465
475

VILLA G

VILLA F

VILLA A

VILLA H VILLA B

VILLA E

VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038
14 DMA
490 495 500
505 505
505
510
515
525
520
530
535
540
545
490
495 500500
490
495
500
505 510
515
520
525
530
535
540
TCM #3
TCM #2
TCM #1
TCM #6
TCM #7 TCM #8
TCM #11
TCM #5
TCM #19
TCM #9
TCM #12
TCM #10
TCM #13
TCM #14
TCM #15
TCM #16
TCM #18 TCM #21
TCM #23
TCM #25
TCM #17
TCM #20
TCM #26 TCM #22
9 DMA
11 DMA
12 DMA
1 DMA
15 DMA
16 DMA
19 DMA
20 DMA
26 DMA
22 DMA 25
DMA
23 DMA
24 DMA
8 DMA 7
DMA
6 DMA
3 DMA
10 DMA
17 DMA
2 DMA
21 DMA
18 DMA
5 DMA
13 DMA BROADWAY

WOOD ROAD

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

OFFSITE DMA
3 OFFSITE DMA
2 OFFSITE DMA
1 4
DMA
PROP. CURB CUTS,
10' ON CENTER
PROP. STORM

DRAIN POC
PROP. BUBBLE

UP RISER
PROP. BUBBLE

UP RISER
PROP. CURB CUTS,
10' ON CENTER
PROP. STORM

DRAIN POC
PROP. STORM

DRAIN POC
PROP. CURB CUTS,
10' ON CENTER
PROP. STORM

DRAIN POC
PROP. CURB CUTS,
10' ON CENTER
PROP. BUBBLE

UP RISER
PROP. CURB CUTS,
10' ON CENTER
PROP. OVERFLOW
STRUCTURE (TYP.)
PROP. BUBBLE

UP RISER
PROP. HIGH-FLOW
BYPASS INLET. SEE
DETAIL E, SHEET C105.1

AVOIDANCE
AREA
PROP. OVERFLOW
STRUCTURE (TYP.)
PROP. STORM

DRAIN POC
TCM #24
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C105 PRELIM STORMWATER.dwg April 30, 2024 05:05:00pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH

PROPERTY LINE
PROPOSED CONTOUR (1-FT)
EXISTING CONTOUR (1-FT)

PROPOSED DRAINAGE AREA

PROPOSED STORM DRAIN LINE

FLOW ARROW

PROPOSED BIORETENTION PLANTER

DMA AREA

EXISTING STORM DRAIN MANHOLE

PROPOSED STORM DRAIN CATCH
BASIN

PROPOSED STORM DRAIN MANHOLE
204
C105

PRELIMINARY

STORMWATER

CONTROL PLAN
204
X
DMA
LEGEND
S

SEE THIS SHEET FOR CONTINUATION

Page 959 ends

ITEM NO. 9.

SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C105 PRELIM STORMWATER.dwg April 30, 2024 05:05:02pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36" B

BIORETENTION SYSTEM ADJACENT TO BUILDING
NTS 18" MIN.

CLEANOUT

W/ CAP AT
FINISH
GRADE

BIO-TREATMENT

SOIL MIX (BSM)

PER APPENDIX C OF THE

SCVURPPP HANDBOOK
12" MIN. OF CLASS II

PERMEABLE ROCK PER
CALTRANS SPECS.

ROCK SECTION TO

INCREASE WITH SLOPE
OF PIPE.

PERFORATED PIPE (SLOPE
AT 0.50% MIN) W/
PERFORATIONS DOWN. SEE

PLAN FOR LENGTH AND
LOCATION.

BUILDING WALL
4" MIN. DIA. APPROVED
COBBLE 0.2' BELOW

DOWNSPOUTS FOR
DISTANCE OF 2' EITHER
SIDE OF DOWNSPOUT BSM 12"
REINF. CONCRETE
PLANTER 3.85'
TO
STORM
DRAIN
RISER
HEIGHT

SEE PLAN
PLACE 4" MIN. DIA.

APPROVED COBBLE 0.2'

BELOW CURB OPENINGS
FOR DISTANCE OF 2'

EITHER SIDE OF CURB

OPENINGS

WATERPROOF
MEMBRANE 7" TYP. 5.0' & VARIES C

BIORETENTION SYSTEM ADJACENT TO RETAINING WALL
NTS MIN.

BIO-TREATMENT

SOIL MIX (BSM)

PER APPENDIX C OF THE

SCVURPPP HANDBOOK
12" MIN. OF CLASS II

PERMEABLE ROCK PER
CALTRANS SPECS.

ROCK SECTION TO

INCREASE WITH SLOPE
OF PIPE.

PERFORATED PIPE (SLOPE
AT 0.50% MIN) W/
PERFORATIONS DOWN. SEE

PLAN FOR LENGTH AND
LOCATION.

RETAINING WALL
4" MIN. DIA. APPROVED
COBBLE 0.2' BELOW

WEEPHOLES FOR
DISTANCE OF 2' EITHER
SIDE OF WEEPHOLE 12"
REINF. CONCRETE
PLANTER 3.85'
TO
STORM
DRAIN
PLACE 4" MIN. DIA.

APPROVED COBBLE 0.2'

BELOW CURB OPENINGS
FOR DISTANCE OF 2'

EITHER SIDE OF CURB

OPENINGS

WATERPROOF
MEMBRANE 7" TYP. D

CURB CUT
C105.1

PRELIMINARY

STORMWATER

CONTOL DETAILS
3" COMPOSTED
MULCH 3" MIN. 18"

CLEANOUT

W/ CAP AT
FINISH

GRADE BSM
RISER
HEIGHT

SEE PLAN
3" COMPOSTED
MULCH 3" MIN. 5.0' & VARIES
** IN-LIEU TREATMENT:

THE 6,853 SF OF IMPERVIOUS AREA THAT IS GOING

UNTREATED TO BROADWAY IS BEING ACCOUNTED FOR
IN DMA 6. 6,853 SF OF IMPERVIOUS PAVEMENT ON
WOOD ROAD HAS BEEN INCLUDED IN DMA 6 AND TCM 6

HAS BEEN SIZED TO TREAT THIS ADDITIONAL WATER
QUALITY FLOW. THE 6,853 SF AREA IS NOT COUNTED
TOWARDS THE DMA 6 TOTAL AREA.
* REQUIRED TREATMENT AREA CALCULATED USING SIMPLIFIED
SIZING METHOD (4% RULE) AS DESCRIBED BELOW:

REQUIRED AREA = 4% * (IMPERVIOUS AREA + (10%*PERVIOUS AREA)) **
N.T.S. E

HIGH FLOW BYPASS INLET

STORM DRAIN

CATCH BASIN

HIGH FLOW BYPASS

PIPE OUT

LOW FLOW PIPE TO

BIORETENTION
**
**
** ** ** A

POP-UP EMITTER

Page 960 ends

ITEM NO. 9.

SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C105 PRELIM STORMWATER.dwg April 30, 2024 05:05:07pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
C105.2

CALIFORNIA

BLUEPRINT FOR A

CLEAN BAY AREA

Page 961 ends

ITEM NO. 9.

S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S

VILLA H

VILLA B

VILLA C BROADWAY

WOOD ROAD
FFE: 485.00
FFE: 478.50
FFE: 488.00

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY

ADVENTIST CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

VILLA G

VILLA F

VILLA A

VILLA E

VILLA D
110 WOOD ROAD
APN: 510-47-038

TERRACE
FFE: 505.00

TERRACE
FFE: 505.00
FFE: 488.00
EX. 18" SD LINE
@ 20.1%
EX. SDCB (493.58')
12" INV IN: 489.80' (W)
18" INV OUT: (489.6')
8" SS
24" SD
24" SD
24" SD
18" SD
18" SD
20" SD
24" SD
8" SS
6" SS
6" SS
8" SS
6" SS
6" SS
6" SS
TERRACE FFE: 505.00
GARAGE LEVEL 1 FFE: 488.00
GARAGE LEVEL 2 FFE: 478.50
FFE: 505.00
FFE: 505.00
FFE: 505.00
FFE: 505.00
FFE: 505.00
PROP. 8" PVC SS
LINE @ 22.3%
PROP. 8" PVC

WATER LINE
EX. SSMH 485.75'
INV: (478.8±')
EX. 8" SS LINE
@ 29.6%
PROP. FIRE

HYDRANT
PROP. 8" SS POC
INV: 480.00
PROP. WATER POC
PROP. FIRE

HYDRANT
PROP. FIRE

HYDRANT
PROP. 8" PVC

WATER LINE
EX. 6" SS
LINE @ 14.7%
EX. 10" WATER LINE
EX. SSMH 453.42'
6" INV IN/OUT: 447.5' (NE)
EX. 6" WATER LINE
REPLACE EX. 6" WATER LINE
WITH 8" WATER LINE
EX. FIRE HYDRANT
EX. SSMH 435.00'
8" INV IN: 427.3' (NW)
6" INV IN:428.0 (SW)
6" INV OUT: 427.2' (NE)
EX. WATER TANK
EX. WATER PUMP
PROP. SS POC
INV: 479.50'
18 LF 8" PVC SS
LINE @ 4.0%
PROP. 8" PVC

WATER LATERAL
EX. 6" WATER LINE
EX. FIRE

HYDRANT
EX. 10" WATER LINE
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. SANITARY

SEWER LINE

COOLING TOWER/

EMERGENCY GENERATOR

WITHIN FENCED YARD
EX. SSMH 524.69'
6" INV IN/OUT: 518.4'
EX. SSMH 549.82'
INV: 545.1' (NE)
6" INV OUT: 545.3' (SE)
EX. SSMH 480.55'
6" INV: 472.4' (NE)
6" INV: 472.5' (W)
EX. SSMH 465.65'
6" INV IN/OUT: 461.5 (NE)
PROP. WATER

BACKFLOW PREVENTOR
PROP. SSCO (475.3±)
**INV: (466.0±')
EX. WATER LINE
PROP. SSCO (460.4±)
**INV: (453.1±')
PROP. 8" PVC

WATER LINE
PROP. 8" PVC

WATER LINE
CONNECT TO EX.
6" WATER LINE
EX. 8" SS
LINE @ 46%
EX. 8" SS LINE
8" INV IN: 458.47' (W)
6" INV OUT: 458.47' (NE)
EX. SDCB (491.69')
18" INV OUT: 488.1'
EX. 18" SD LINE
@ 20.7%
EX. SDMH (523.62')
18" INV IN/OUT: 517.7'
EX. 24" SD
LINE @ 8.6%
EX. SDMH (489.36')
18" INV IN: 483.3' (W)
18" INV IN: 483.3' (SW)
18" INV IN: 483.4' (NW)
20" INV OUT: 483.2' (E)
EX. SDMH (465.29')
24" INV IN/OUT: 460.0'
EX. SDMH (454.11')
24" INV IN/OUT : 447.1'
EX. STORM DRAIN

CATCH BASIN
EX. 20" SD
LINE @ 28.8%
EX. 18" STORM

DRAIN LINE
EX. SDCB
RIM: 531.04'
EX. SDCB 534.66'
INV: 526.6' (NE)
INV: 526.6' (SW)
EX. SDMH (562.34')
12" INV IN: 556.1' (N)
18" INV IN: 556.1' (W)
18" INV OUT: 556.0' (SE)
EX. 24" SD
LINE @ 14.2%
EX. SDMH 433.5'
24" INV IN: 430.2' (SW)
20" INV IN: 427.2' (NW)
24" INV OUT: 427.3' (SE)
EX. 24" SD LINE
@ 12.8%
EX. SDMH 479.22'
15" INV IN: 472.4' (NW)
18" INV IN: (472.3') (SW)
20" INV IN: (473.1') (W)
24" INV OUT : (472.2') (NE)
EX. 6" SS
LINE @ 8.4%
EX. 8" SS
LINE @ 21.2%
EX. 8" SS
LINE @ 12.5%
PROP. STORM DRAIN SYSTEM.

SEE SHEET C105 FOR DETAIL
PROP. STORM DRAIN
SYSTEM.

SEE SHEET C105 FOR
DETAIL
PROP. FIRE

HYDRANT
PROP. STORM DRAIN SYSTEM.

SEE SHEET C105 FOR DETAIL
PROP. FDC (TYP.)
SEE SHEET C109.1

FOR DETAILS

GAS POC

ELEC POC
S
S
S
S
RAYMOND F. & GRACE LESTER
142 S. SANTA CRUZ AVE
APN: 510-45-090
S. SANTA CRUZ AVENUE
24" SD 6" SS
EX. 6" WATER LINE
EX. 10" WATER LINE
EX. 10" WATER LINE
EX. 6" WATER LINE
EX. 10" WATER LINE
EX. 6" SANITARY

SEWER LINE
EX. 6" SANITARY

SEWER LINE
EX. SANITARY

SEWER MANHOLE
EX. SANITARY

SEWER MANHOLE
EX. STORM DRAIN

MANHOLE
EX. STORM DRAIN

MANHOLE
EX. 12" & 24" STORM

DRAIN LINE
EX. 30" STORM

DRAIN LINE
EX. STORM DRAIN

CATCH BASIN
EX. STORM DRAIN

CATCH BASIN
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200
Plotted By:LaVelle, Michael Sheet Set:Kha \\kimley-horn.com\ca_pls1\Project\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C106 PRELIM UTILITY PLAN.dwgApril 30, 2024 05:24:14pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
C106

PRELIMINARY

UTILITY PLAN

PROPERTY LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

PROPOSED STORM DRAIN LINE
PROPOSED 8" WATER LINE

PROPOSED GAS LINE

PROPOSED ELECTRIC SERVICE

EXISTING SANITARY SEWER

MANHOLE

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN CATCH
BASIN

PROPOSED FIRE HYDRANT

PROPOSED FDC LOCATION

PROPOSED BIORETENTION PLANTER
BOX
LEGEND
S

SEE THIS SHEET FOR CONTINUATION

UTILITY NOTES
**NOTE: THE UTILITIES SHOWN ON THIS PLAN ARE FROM

SURVEY AND AVAILABLE PLANS ONLY - THE

INFORMATION IS VERY UNLIKELY TO BE COMPLETE
OR PRECISE. CONTRACTOR TO VERIFY IN FIELD

EXISTING UTILITY LOCATIONS AND SANITARY SEWER
INVERT ELEVATIONS.

1. PIPE SANITARY SEWERS SHALL BE PVC PIPE AND SHALL
CONFORM TO ASTM D3034-SDR 35 OR CORRUGATED

POLYETHYLENE AND SHALL CONFORM TO AASHTO
M294-97 & ASTM D3212

2. PIPE FOR WATER SHALL BE 8" PVC PIPE AND SHALL
CONFORM TO AWWA C900.

Page 962 ends

ITEM NO. 9.

S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
470 475 480
485
470 470
475480 485
435
440
445
450
455
460
465
470
475
440
445
450
455
460
435
450
445
440
455
455
455
455
4650
470
470 470
475
425
430
460
465
470
475
480
485
550 545 555 560
565
570
425
430
435
440
445
450
455
460 465 470 475 480
485
490
495
505
510
515
520
525
530
535
540
545
550 495 490 485 480
460
465
470
475
480 485 BROADWAY

WOOD ROAD

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E

VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038
GB
485
480
490
495
500
505
510
530
535
540
545
515510
505
500
520
525

CONTRACTOR TO ENSURE

SOIL STABILIZATION FOR ALL
2:1 MAX. PROPOSED GRADING

CONTRACTOR TO ENSURE

SOIL STABILIZATION FOR ALL
2:1 MAX. PROPOSED GRADING

CONTRACTOR TO ENSURE

SOIL STABILIZATION FOR ALL
2:1 MAX. PROPOSED GRADING
PROP. SILT FENCE
PROP. SILT FENCE
PROP. SILT FENCE
PROP. COONSTRUCTION FENCE
PROP. COONSTRUCTION FENCE
PROP. SILT FENCE
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
540 545
545
550
550
555
555

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

APN: 510-45-082
LG HOTEL LLC.
140 S. SANTA CRUZ AVE
APN: 510-45-065
RAYMOND F. & GRACE LESTER
142 S. SANTA CRUZ AVE
APN: 510-45-090
BERND J. NEUDECKER
109 WOOD ROAD
APN: 510-47-041
JULIE A. RITTER TRUSTEE
135 WOOD ROAD
APN: 510-47-034
475
480 485 445 440 435
450
455
460
465
470
480
485
500 500
480
485
465
470
475 535
540
545 490
490 495 495 500 500
505
505
505
510
515
520
530
525
490 495
500
505510
515
520
525
480 480
485
IP
IP
IP
IP IP
IP
IP IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
535
IP
IP
IP
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C107 EROSION PLAN.dwg April 30, 2024 05:06:12pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH

PROPERTY LINE
PROP. CONTOUR (1-FT)
EXISTING CONTOUR (1-FT)
PROP. GRADE BREAK
PROP. SILT FENCE
PROP. CONSTRUCTION FENCE
EX. STORM DRAIN LINE
PROP. STORM DRAIN LINE
PROP. INLET PROTECTION
PROP. CONSTRUCTION ENTRANCE
PROP. BIORETENTION PLANTER
PROP. ASPHALT CONCRETE

PAVEMENT
PROP. STORM DRAIN MANHOLE
PROP. STORM DRAIN CATCH BASIN
LEGEND
C107

PRELIMINARY

EROSION

CONTROL PLAN
204
204
IP

1.REFER TO TREE PRESERVATION/REMOVAL PLAN, SHEETS T1-T3, BY OTHERS

TREE PROTECTION NOTES

1. LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS:

1.1. SLOPE INCLINATION OF 4:1 (H:V) OR FLATTER: FIBER ROLLS SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 20FT.

1.2. SLOPE INCLINATION OF 4:1 TO 2:1 (H:V): FIBER ROLLS SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 15 FT. (A CLOSER SPACING IS MORE EFFECTIVE).

1.3. SLOPE INCLINATION OF 2:1 (H:V) OR GREATER: FIBER ROLLS SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 10FT. (A CLOSER SPACING IS MORE EFFECTIVE).

2. SLOPE SHALL BE PREPARED BEFORE INSTALLATION.

3. DIG SMALL TRENCHES ACROSS THE SLOPE ON THE CONTOUR. THE TRENCH DEPTH SHOULD BE 1 4 TO
1 3

OF THE THICKNESS OF THE ROLL, AND THE WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO BACKFILL THE TRENCH.

4. FIBER ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND PARALLEL TO THE SLOPE CONTOUR.

5. TRENCHES AND ROLLS SHALL BE BUILT AND INSTALLED STARTING FROM THE BOTTOM OF THE SLOPE AND WORKED UP.

6.PILOT HOLES SHALL BE DRIVEN THROUGH THE FIBER ROLL AND INTO THE SOIL FOR THE WOODEN STAKES USING A STRAIGHT BAR.

7.THE ENDS OF THE FIBER ROLL SHALL BE TURNED UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL.

8.IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED, NOT ABUTTED.

9.STAKE FIBER ROLLS IN TO THE TRENCH.

9.1. DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4FT MAXIMUM ON CENTER.

9.2. USE WOOD STAKES WITH A NOMINAL CLASSIFICATION OF 0.75 BY 0.75 IN. AND MINIMUM LENGTH OF 24 IN.

FIBER ROLL INSTALLATION NOTES

Page 963 ends

ITEM NO. 9.

SEE DETAIL SHEET C109,

FIRE TURNAROUND
BERND J. NEUDECKER
109 WOOD ROAD
APN: 510-47-041
G
G
F
F
A2
A2
E
E
D D
B
B
H
H
C
C
A1
A1

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL
EX. FIRE

HYDRANT
EX. FIRE

HYDRANT
EX. GUARDRAIL AND RETAINING

WALL ADJACENT TO HOUSE
(PRIVATE PROPERTY)

TERRACE ROOF

OVERHANG
CANOPY

OVERHANG
PROP. FDC (TYP.)
SEE SHEET C109.1

FOR DETAILS
(20.24%)
(20.08%)
(20.05%)
(17.79%)
(18.47%) BROADWAY

WOOD ROAD
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

APN: 510-45-082
LG HOTEL LLC.
140 S. SANTA CRUZ AVE
APN: 510-45-065
RAYMOND F. & GRACE LESTER
142 S. SANTA CRUZ AVE
APN: 510-45-090
JULIE A. RITTER TRUSTEE
135 WOOD ROAD
APN: 510-47-034
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038

VILLA A
R30' R10'
R10' R10'
R45'
R28'
R20'
R28'
R5'
R42'
R30'
R71'
R25'
R40'
R20'
R40'
R28'
R48'

26.0' 26.0'

20.0' 8.0' 20.0' 64.4'

3.0'

16.3'

38.3'

5.0'

40.4'

26.0'

26.0' 35.8' 20.0'

26.0'

20.0' 29.0'

22.7'

ADA ACCESSIBLE PATH

ANTICIPATED AMBULANCE

STAGING AREA
STAIR ACCESS @ GRADE
START: TERRACE (1ST FLOOR)
END: ROOF
STAIR ACCESS @ TERRACE
START: TERRACE (1ST FLOOR)
END: 5TH FLOOR
STAIR ACCESS @ TERRACE
START: TERRACE (1ST FLOOR)
END: 4TH FLOOR
STAIR ACCESS @ TERRACE
START: TERRACE (1ST FLOOR)
END: ROOF
STAIR ACCESS @ GRADE
START: GROUND FLOOR (LOWEST)
END: 4TH FLOOR
STAIR ACCESS @ GRADE
START: GROUND FLOOR (LOWEST)
END: 5TH FLOOR
STAIR ACCESS @ TERRACE
START: TERRACE (1ST FLOOR)
END: ROOF
STAIR ACCESS @ TERRACE
START: LOWER GARAGE (LOWEST)
END: 5TH FLOOR
STAIR ACCESS @ GRADE
START: GROUND FLOOR (LOWEST)
END: 3RD FLOOR

FARWELL LANE TO BE

SIGNED AS EMERGENCY

VEHICLE ACCESS ONLY
STAIR ACCESS @ TERRACE
START: TERRACE (1ST FLOOR)
END: 5TH FLOOR
STAIR ACCESS @ TERRACE
START: TERRACE (1ST FLOOR)
END: 5TH FLOOR
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C108 FIRE ACCESS EXHIBIT.dwg April 30, 2024 05:06:43pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

PROPOSED FIRE ACCESS ROUTE
PROPOSED 20' FIRE ACCESS ROUTE

PROPOSED STAIRWELL

PROPOSED STAGING AREA

PROPOSED LANDSCAPING

PROPOSED BIORETENTION

PROPOSED BUILDING

GARAGE LEVEL ACCESS

TERRACE LEVEL ACCESS

PROPOSED RETAINING WALL

EXISTING TREES

PROPOSED FIRE HYDRANT

STAIRWELL WITH ACCESS TO LOWER

GARAGE LEVEL

STAIRWELL WITH ACCESS TO ACCESS ROADS
AND GROUND LEVEL*

FIRE NOTES

1. EMERGENCY RADIO RESPONDER COVERAGE: EMERGENCY RESPONDER RADIO COVERAGE IN NEW BUILDINGS. ALL NEW BUILDINGS SHALL HA/E APPROVED

RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING

BASED UPON THE EXISTING COVERAGE LEVELS OF THE PUBLIC SAFETY

COMMUNICATION SYSTEMS OF THE JURISDICTION AT THE EXTERIOR OF THE BUILDING. THIS SECTION SHALL NOT REQUIRE IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATION SYSTEMS. REFER TO CFC SEC. 510 FOR FURTHER REQUIREMENTS. EMERGENCY RADIO RESPONDER COVERAGE REQUIREMENTS APPLIES TO ALL BUILDINGS.

2. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE

PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY

CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR

SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OT THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE

INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION

SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE

CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN

APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S)

UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL

COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF

RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAULING BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7

3. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION 51-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP. 33.

4. ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL HAVE

APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING

IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE

CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (1 2.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE

ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A

MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1.

5. FIRE LANE MARKINGS FOR ALL ROADWAYS WITHIN THE PROJECT SHALL BE PER FIRE DEPARTMENT SPECIFICATIONS. INSTALLATIONS SHALL ALSO CONFORM TO LOCAL

GOVERNMENT STANDARDS AND FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS A-6. CFC SEC. 503.3

6. TWO-WAY COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL CURRENT EDITIONS OF NFPA 72, THE CALIFORNIA

ELECTRICAL CODE, THE CALIFORNIA FIRE CODE, THE CALIFORNIA BUILDING

CODE, AND THE CITY OR TOWN ORDINANCES, POLICIES, AND STANDARDS WHERE A TWO-WAY SYSTEM IS BEING INSTALLED. OTHER STANDARDS ALSO

CONTAIN DESIGN/INSTALLATION CRITERIA FOR SPECIFIC LIFE SAFETY RELATED EQUIPMENT. THESE OTHER STANDARDS ARE REFERRED TO IN NFPA 72.

7. FARWELL LANE TO BE SIGNED AS AN EMERGENCY VEHICLE ACCESS ONLY.

MAIN ENTRY WEST VIEW
(UP WOOD ROAD)
EX. ELEV:
±492.0
EX. ELEV:
±478.0
EX. GUTTER
SLOPE: ±33.0%

PRELIMINARY FIRE

ACCESS PLAN
C108

Page 964 ends

ITEM NO. 9.

BERND J. NEUDECKER
109 WOOD ROAD
APN: 510-47-041

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL
EX. FIRE

HYDRANT
EX. FIRE

HYDRANT
EX. GUARDRAIL AND RETAINING

WALL ADJACENT TO HOUSE
(PRIVATE PROPERTY)

TERRACE ROOF

OVERHANG
CANOPY

OVERHANG
PROP. FDC (TYP.) SEE
SHEET C109.1 FOR DETAILS BROADWAY WOOD ROAD
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038

VILLA A
R10' R30'
R10' R10'
R45'
R28'
R20'
R28'
R5' R42'
R30'
R71'
R25'
R40'
R20'
R40'
R28'
R48' 26.0' 26.0'

20.0' 8.0' 20.0' 64.4'

3.0' 16.3' 38.3' 5.0'40.4' 26.0' 26.0' 35.8' 20.0' 26.0' 26.0'

20.0' 29.0' 22.7'

FARWELL LANE TO BE

SIGNED AS EMERGENCY

VEHICLE ACCESS ONLY
BERND J. NEUDECKER
109 WOOD ROAD
APN: 510-47-041

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL
EX. FIRE

HYDRANT
EX. FIRE

HYDRANT
EX. GUARDRAIL AND RETAINING

WALL ADJACENT TO HOUSE
(PRIVATE PROPERTY)

TERRACE ROOF

OVERHANG
CANOPY

OVERHANG
PROP. FDC (TYP.) SEE
SHEET C109.1 FOR DETAILS BROADWAY WOOD ROAD
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038

VILLA A
R10' R30'
R10' R10'
R45'
R28'
R20'
R28'
R5' R42'
R30'
R71'
R25'
R40'
R20'
R40'
R28'
R48' 26.0' 26.0'

20.0' 8.0' 20.0' 64.4'

3.0' 16.3' 38.3' 5.0'40.4' 26.0' 26.0' 35.8' 20.0' 26.0' 26.0'

20.0' 29.0' 22.7'

FARWELL LANE TO BE

SIGNED AS EMERGENCY

VEHICLE ACCESS ONLY
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C108 FIRE ACCESS EXHIBIT.dwg April 30, 2024 05:06:51pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

PROPOSED LANDSCAPING

PROPOSED BIORETENTION

PROPOSED BUILDING

PROPOSED RETAINING WALL

EXISTING TREES

PROPOSED FIRE HYDRANT

WOOD INBOUND REAR ACCESS

BROADWAY INBOUND REAR ACCESS

FIRE TURNAROUND

DETAILS - REAR
ACCESS
C108.1

Page 965 ends

ITEM NO. 9.

BERND J. NEUDECKER
109 WOOD ROAD
APN: 510-47-041

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL
EX. FIRE

HYDRANT
EX. FIRE

HYDRANT
EX. GUARDRAIL AND RETAINING

WALL ADJACENT TO HOUSE
(PRIVATE PROPERTY)

TERRACE ROOF

OVERHANG
CANOPY

OVERHANG
PROP. FDC (TYP.) SEE
SHEET C109.1 FOR DETAILS BROADWAY WOOD ROAD
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038

VILLA A
R10' R30'
R10' R10'
R45'
R28'
R20'
R28'
R5' R42'
R30'
R71'
R25'
R40'
R20'
R40'
R28'
R48' 26.0' 26.0'

20.0' 8.0' 20.0' 64.4'

3.0' 16.3' 38.3' 5.0'40.4' 26.0' 26.0' 35.8' 20.0' 26.0' 26.0'

20.0' 29.0' 22.7'

FARWELL LANE TO BE

SIGNED AS EMERGENCY

VEHICLE ACCESS ONLY
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C108 FIRE ACCESS EXHIBIT.dwg April 30, 2024 05:07:00pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

PROPOSED LANDSCAPING

PROPOSED BIORETENTION
PROPOSED FIRE TRUCK TURNAROUND. SEE
DETAIL ON SHEET C109

PROPOSED BUILDING

PROPOSED RETAINING WALL

EXISTING TREES

PROPOSED FIRE HYDRANT

BROADWAY INBOUND FRONT ACCESS

FIRE TURNAROUND

DETAILS - FRONT
ACCESS
C108.2

Page 966 ends

ITEM NO. 9.

FOURTH FLOOR A
543' - 0"

FIFTH FLOOR/ROOF A
554' - 6"
ROOF
577 - 6"

THIRD FLOOR A
531' - 6"

SECOND FLOOR A
520' - 0"

TERRACE FLOOR A
505' - 0"

GRADE FLOOR A
488' - 0"

FOURTH FLOOR A

FIFTH FLOOR/ROOF A

SIXTH FLOOR

THIRD FLOOR A

SECOND FLOOR A

TERRACE FLOOR A

GRADE FLOOR A
ROOF
539' - 6"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"
26'
15'

23.7'
15'
30'
2% MAX. 2% MAX.
2% MAX.

SECTION A1-A1

VILLA A
SECTION A2-A2

VILLA A

SECTION B-B

VILLA B
26'
30'

25.7'

46.3'±
558' - 0"
(70.0'±)
547' - 0"
(59.0'±)
543' - 0"
554' - 6"
566 - 0"
531' - 6"
520' - 0"
505' - 0"
488' - 0"
488.0'± FG
535.7'± FG
582 - 0"
(87.5'±)
546' - 6"
(62.0'±)
485.0'± FG
PROP. LEDGE WITH
LADDER (TYP.)
PROP. LEDGE WITH
LADDER (TYP.)
PROP. LEDGE WITH
LADDER (TYP.)
100' ACCESS
LADDER
30' CANOPY
30'9'
ROOF
577- 6"

SIXTH FLOOR
566' - 0"

GARAGE LOWER LEVEL
477' - 0"
15'
582' - 0"
(70.0'±)

ROOF LADDER

ROOF LADDER
100' ACCESS
LADDER
100' ACCESS
LADDER

FOURTH FLOOR
539' - 6"
ROOF
551' - 0"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"

GARAGE LOWER LEVEL
477' - 0"

40.2'
15'
30'
2% MAX.

SECTION C-C

VILLA C
42'
558' - 6"
(70.5'±)
486.0'± FG
100' ACCESS
LADDER

FOURTH FLOOR
539' - 6"

FIFTH FLOOR/ROOF
551' - 0"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"

FOURTH FLOOR
539' - 6"

FIFTH FLOOR
551' - 0"
ROOF
562' - 6"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"

GARAGE LOWER LEVEL
477' - 0"
15'
30'
15'
30'
21'
2% MAX.
2% MAX.

SECTION D-D

VILLA D

SECTION E-E

VILLA E
30'
23'
26'
491.0'± FG
559' - 6"
(70.0'±)
533.5'± FG
570' - 0"
(36.5'±)
PROP. LEDGE WITH
LADDER (TYP.)
PROP. LEDGE WITH
LADDER (TYP.)
100' ACCESS
LADDER
100' ACCESS
LADDER

FOURTH FLOOR
539' - 6"

FIFTH FLOOR
551' - 0"
ROOF
562' - 6"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"

FOURTH FLOOR
539' - 6"

FIFTH FLOOR/ROOF
551' - 0"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"

GARAGE LOWER LEVEL
477' - 0"
ROOF
539' - 6"

THIRD FLOOR
528' - 0"

SECOND FLOOR
516' - 6"

FIRST FLOOR
505' - 0"

GROUND FLOOR
488' - 0"

GARAGE LOWER LEVEL
477' - 0"
15'
30'

16.4'
15'
30'
15'
30'
2% MAX.
2% MAX.
2% MAX.

SECTION F-F

VILLA F

SECTION G-G

VILLA G

SECTION H-H

VILLA H
26'

35.8'
26'
541.5'± FG
570' - 0"
(30.0'±)
534.5'± FG
559' - 6"
(15.0'±)
547'-0"
(62.0'±)
482.5'± FG
PROP. LEDGE WITH
LADDER (TYP.)
PROP. LEDGE WITH
LADDER (TYP.)
PROP. LEDGE WITH
LADDER (TYP.)
100' ACCESS
LADDER
100' ACCESS
LADDER
100' ACCESS
LADDER
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C108 FIRE ACCESS EXHIBIT.dwg April 30, 2024 05:07:06pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"

FIRE NOTES

1. FIRE TRUCK SHOWN IN SECTIONS ASSUMES A 75-FT AERIAL LADDER (UNLESS

NOTED OTHERWISE), CONSISTENT WITH THE SANTA CLARA COUNTY FIRE DEPARTMENT BUSINESS PLAN, DATED JANUARY 2015 - DECEMBER 2019. PER TRUCK SPECIFICATIONS, THIS ASSUMES A MAXIMUM VERTICAL ANGLE OF 75° AND A VERTICAL HEIGHT OF 75-FT FROM AS MEASURED FROM THE GROUND.

C108.3

FIRE ROOF

ACCESS SECTIONS
LEGEND
558' - 6"
(73.5'±)

FIRE LANE WIDTH

EXISTING GRADE

BUILDING ELEVATION

FINISHED GRADE AT BASE OF BUILDING (FG)

Page 967 ends

ITEM NO. 9.

BROADWAY

WOOD ROAD
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING

HOOD MARLENA TRUSTEE
100 WOOD ROAD
APN: 510-47-029

CARRIAGE HOUSE LLC
23 CLIFTON AVE
APN: 510-45-082

CARRIAGE HOUSE LLC
19 CLIFTON AVE APN:
510-45-082

EQUITY INVESTORS
200 S. SANTA CRUZ AVE
APN: 510-47-042

SEVENTH DAY ADVENTIST
CHURCH
57 BROADWAY ST.

APN: 510-45-082

JOHN L AND JEAN

RICHARDSON TRUSTEE
47 BROADWAY ST.

VILLA G

VILLA F

VILLA A

VILLA H

VILLA B

VILLA E VILLA D

VILLA C
110 WOOD ROAD
APN: 510-47-038

VILLA A

REFER TO LANDSCAPE

PLANS FOR TERRACE DETAIL
EX. FIRE

HYDRANT
EX. FIRE

HYDRANT
EX. GUARDRAIL AND RETAINING

WALL ADJACENT TO HOUSE
(PRIVATE PROPERTY)
284.0' 444.0'
450.0'
251.5' 121.1'
243.5'
R30'
R10'
R10' R10'
R45'
R20'
R28'
R5'
R42'
R30'
R71'

TERRACE ROOF

OVERHANG

70.4'
149.0'
141.3'
150.0' 150.0' 139.5' 150.0'
150.0' 109.3'
215.3'
183.7' 50.0'

26.0' 26.0' 20.0' 64.4'

3.0'

24.3' 16.3' 38.3'

40.4'

26.0'

26.0' 35.8' 20.0'

26.0'

20.0' 29.0' (20.24%)
(20.12%)
(20.09%)
(17.79%)
(18.47%)
117.7' 141.7'
101.7'

93.6' 150.0'
CANOPY

OVERHANG
PROP. FDC (TYP.) SEE
SHEET C109.1 FOR DETAILS 150.0'
R60'
R34'
R60'
R40'
R60'
R40'
R25'

20.0'
R40'
R20'

22.7' 37.3' 18.00%

16.90%

1.21%

4.81%

3.66%

13.48%

10.50% 12.50%

9.60% 8.15%

1.02%

1.17%

3.12%

4.74%

1.31% 2.02%

2.63%

5.00%

4.82%

6.85%
SCALE:

SEAL
DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

NO. DATE ISSUE

KEY PLAN
Applicant:

Owner:

Civil / Site:

Structural:

Mechanical, Electrical & Plumbing:

Landscape:

General Contractor:
70581.00

LOS GATOS

MEADOWS
2024-04-30
110 WOOD ROAD
LOS GATOS, CA 95030

PLANNING SUBMITTAL

ROCKWOOD PACIFIC
36 SOUTHWOOD DRIVE
ORINDA, CA 94563
(415) 816-7944
COVIA
2185 N CALIFORNIA BLVD, SUITE 215
WALNUT CREEK, CA 94596
(925) 956-7400

KIMLEY-HORN
4637 CHABOT DRIVE, SUITE 300
PLEASANTON, CA 94588
(925) 398-4840

DEVCON CONSTRUCTION INC
690 GIBRALTAR DRIVE
MILPITAS, CA 95035
(408) 942-8200 Plotted By:Checketts, Travis Sheet Set:Kha K:\BAY_LDEV\197101001 - Los Gatos Meadows - MAF\08 CADD\Plan Sheets\DD SET\C109 HOSE PULL PLAN.dwg April 30, 2024 05:07:37pm 4637 CHABOT DRIVE, SUITE 300, PLEASANTON, CA 94588
PHONE:925-398-4840 FAX: 925-398-4849
WWW.KIMLEY-HORN.COM
1" = 40' ON 24" X 36"
NORTH
LEGEND

PROPERTY LINE

PROPOSED FIRE ACCESS ROUTE

PROPOSED LANDSCAPING

PROPOSED BIORETENTION

PROPOSED STAGING AREA
PROPOSED FIRE TRUCK TURNAROUND. SEE

DETAIL ON THIS SHEET

PROPOSED BUILDING

PROPOSED RETAINING WALL

EXISTING TREES

PROPOSED GROUND FIRE HYDRANT

PROPOSED BUILDING STANDPIPE LOCATION

PROPOSED TERRACE STANDPIPE LOCATION