ATT 3 - Project Plans — Mountain View City Council, September 9, 2025

Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

PROJECT DATA
A3
R3-2
153-04-001, 153-04-017, 153-04-018, 153-04-019

SITE INFORMATION
ZONING
APN
SITE AREA GROSS: +/-.99 AC (43,555 SF)

SETBACKS
FRONT:

SIDE:

BACK:

BUILDING SEPARATION:

BUILDING SIDE SEPARATION:
12' OR HALF THE SUM OF THE TWO OPPOSING WALLS HEIGHTS PER R3 STANDARDS.

SITE COVERAGE
14,864 SF = 34.87%
COVERAGE AREA ALLOWED:

BUILDING AREA W/O PORCHES:

LANDSCAPE AREA REQUIRED:

LANDSCAPE AREA PROVIDED:

FLOOR AREA RATIO
MAX FAR:

FAR PROVIDED: 44,656 SF = 1.05
45' MAX, 36' MAX WALL HEIGHT - PER ROWHOUSE STANDARD GUIDELINES COMMON OPEN SPACE REQUIRED:

COMMON OPEN SPACE PROVIDED:

PRIVATE OPEN AREA REQUIRED:

PRIVATE OPEN AREA PROVIDED:

PARKING
RESIDENTIAL STALLS REQUIRED:

GUEST STALLS REQUIRED:

TOTAL STALLS REQUIRED:

STALLS PROVIDED:

CITY STANDARDS AND ROWHOUSE STANDARD GUIDELINES
PERPENDICULAR - 8.5' x 18', PARALLEL - 8' x 24'
24' MIN.

PARKING DIMENSIONS:

BACKUP DISTANCE:

FIRE ACCESS ROAD:

RETURN RADIUS: 20' MIN.

HOSE PULL: 150' FROM FIRE ACCESS ROAD
TRASH ACCESS: 150' MAX. BACKUP DISTANCE
16,364 SF = 38.39%
3,073 SF
BIO-RETENTION AREA:

BIO-RETENTION AREA PROVIDED:
4% OF IMPERVIOUS SURFACE

SEE CIVIL ENGINEERING DRAWINGS

BUILDING HEIGHT AND STORAGE
+/- 41 FT TO ROOF RIDGE LINE
80 SF ENCLOSED OR 164 CU. FT. / UNIT
PROPOSED BUILDING HEIGHT:

STORAGE REQUIRED:

STORAGE PROPOSED:

BUILDING CODE SUMMARY
2022 CALIFORNIA RESIDENTIAL CODE / CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2.5 R-3; U, WITH 2 - 1 HOUR WALLS AT REAL/ASSUMED PL PER MVCC REFERENCE:

OCCUPANCY:

FIRE SPRINKLER SYSTEM:

TYPE OF CONSTRUCTION:

NFPA 13D

VB NON-RATED
ALLOWABLE HEIGHT: 3 STORIES
ACCESSIBILITY: PER 2022 CBC, CHAPTER 11A AND CRC R320
164 CU. FT. / UNIT
5' FOR 1-STORY BUILDINGS, 10' FOR 2-STORY BUILDINGS, AND 15' FOR 3-STORY BUILDINGS (PER MVCC 36.16.25)
20' MIN. 26' MIN. WHEN PORTION OF BUILDING HAS HUMAN OCCUPANCY LOCATED MORE THAN 30' ABOVE THE ACCESS ROAD

1.05 FOR ROWHOUSE DEVELOPMENTS (PER MVCC 36.16.25) = 44,755 SF SITE AREA NET: +/-.98 AC (42,624 SF) AFTER SIDEWALK DEDICATION

DENSITY
5 UNITS FOR FIRST 16,000 SF
16% DENSITY BONUS FOR 21% MODERATE UNITS

ALLOWABLE DENSITY

DENSITY BONUS
ACTUAL DENSITY 20 UNITS = 20 DU / AC
PROJECT TYPE:
1 UNIT PER ADDITIONAL 2000 SF=13.3 UNITS
TOTAL =18.3 UNITS (19 UNITS)
4 BONUS UNITS FOR 4 MODERATE UNITS
TOTAL = 22.3 (23 UNITS)
16,407 SF = 38.49% (WAIVER)BUILDING AREA INCL. PORCHES:
5,311 SF
185 754
782 1,817
698 699
758

UNIT DATA
FIRST

FLOOR (SF)
SECOND

FLOOR (SF)
THIRD

FLOOR (SF)
*NET
(SF)
519
GARAGE
(SF)
3 BEDROOMS
3 BATHROOMSPOWDER
ROOMS
1,675
1,626
420
459
3 3
3 1
3277
278UNIT 3
UNIT 2
UNIT 1 0
1 687
784 751 1,859 459 4 3 1324UNIT 4
777 781 1,918 444 4 3 1360UNIT 5
2 BUILDING COMPOSITION

BUILDING ABUILDING B
2 UNIT 3
UNIT 2
UNIT 1
UNIT 4
UNIT 5

BUILDING C
2 1
1 2
1 1
36 STANDARD GARAGE + 4 TANDEM GARAGE
3 UNCOVERED STALLS
*NET SF: MEASURED TO OUTSIDE FACE OF

STUD, EXCLUDES GARAGE AREA, DECKS AND
PORCHES. INCLUDES AIR GAP PER UNIT.
**GROSS SF: MEASURED TO OUTSIDE FACE
OF STUD, INCLUDES GARAGE AREA.

INCLUDES AIR GAP PER UNIT.
21 SPACES REQUIRED, 21 SPACES PROVIDEDBICYCLE PARKING:

BUILDING D
2 1
1 UNIT 2
UNIT 1
PORCH
(SF)
DECK
(SF)

PORTION OF PORCH/DECK
ENCLOSED ON 3 SIDES (SF)
FAR
(SF)BUILDING A
924 3,072 1,9566,8862,890 8,842 347 4378,982140
UNIT 1R
TOTAL
UNIT 2R
185 754 687 1,626 519 2,145
277 782 758 1,817 459 2,276
185 754 687 1,626 519 2,145
277 782 758 1,817 459 2,276
28 2,304 88 86

PRIVATE OPEN SPACE
TOTAL
(SF)
784
174
63 2,208
11 2,156
38 2,314
85 141
86 124
88 86
226
210
174
UNIT 4
UNIT 3
PORCH
(SF)
DECK
(SF)
FAR
(SF)BUILDING B
UNIT 3R
TOTAL
UNIT 5R
2,095
2,318
2,095
2,362
9 2,327 184 143
TOTAL
(SF)
772
327
57 57
145 72
114
217
2,957 7,1272,930 1,7431,240 8,870 8,8799 443 329
784 751 1,859 459324
698 699 1,675 420278
698 699 1,675 420278
777 781 1,918 444360
2,095
2,095
2,362
57 57 114
UNIT 4
UNIT 3
PORCH
(SF)
DECK
(SF)
FAR
(SF)BUILDING C
UNIT 3R
TOTAL
UNIT 5R
2,095
2,318
2,095
2,414
9 2,327 57 57
TOTAL
(SF)
470
114
56 56
72 72
112
144
2,957 7,1272,930 1,7951,240 8,922 36 235 235
784 751 1,859 459324
698 699 1,675 420278
698 699 1,675 420278
777 781 1,918 496360
2,104
2,113
2,414
50 50 100
8,958
9 18
FIRST

FLOOR (SF)
SECOND

FLOOR (SF)
THIRD

FLOOR (SF)
*NET
(SF)
GARAGE
(SF)
UNIT 4R
UNIT 3
**GROSS
(SF)
PORCH
(SF)
DECK
(SF)
FAR
(SF)BUILDING D
UNIT 3R
TOTAL
UNIT 5
2,095
2,318
2,095
2,362
9 2,327 57 57
TOTAL
(SF)
577
114
66 66
145 72
132
217
2,957 7,1272,930 1,7431,240 8,870 8,8799 325 252
784 751 1,859 459324
698 699 1,675 420278
698 699 1,675 420278
777 781 1,918 444360
2,095
2,095
2,362
57 57 114

BUILDING DATA
UTILITIES: NO UTILITIES SHALL CROSS REAL/ASSUMED PL THROUGH BUILDING. EACH UNIT SHALL BE INDIVIDUALLY SERVICED.

BUILDING C
OCCURS
TWICE

MEDIUM DENSITY RESIDENTIALGENERAL PLAN

PORTION OF PORCH/DECK
ENCLOSED ON 3 SIDES (SF)

PRIVATE OPEN SPACE

PORTION OF PORCH/DECK
ENCLOSED ON 3 SIDES (SF)

PRIVATE OPEN SPACE

PORTION OF PORCH/DECK
ENCLOSED ON 3 SIDES (SF)

PRIVATE OPEN SPACE
FIRST

FLOOR (SF)
SECOND

FLOOR (SF)
THIRD

FLOOR (SF)
*NET
(SF)
GARAGE
(SF)
**GROSS
(SF)
FIRST

FLOOR (SF)
SECOND

FLOOR (SF)
THIRD

FLOOR (SF)
*NET
(SF)
GARAGE
(SF)
**GROSS
(SF)
FIRST

FLOOR (SF)
SECOND

FLOOR (SF)
THIRD

FLOOR (SF)
*NET
(SF)
GARAGE
(SF)
**GROSS
(SF)
ROWHOUSE (PER MVCC SEC 36.16.20)
35% (PER MVCC 36.16.25) = 14,918 SF
35% (PER MVCC 36.16.25) = 14,918 SF
100 SF /UNIT (PER MVCC 36.16.25): 20 UNITS X 100 SF = 2,000 SF 100 SF /UNIT (PER MVCC 36.16.25): 20 UNITS X 100 SF = 2,000 SF 10' MIN. FOR FIRST TWO STORIES, 15' MIN FOR THIRD STORY (PER MVCC 36.16.25) 10' MIN. FOR FIRST TWO STORIES, 15' MIN FOR THIRD STORY (PER MVCC 36.16.25) 15' MIN. TO PRIMARY STRUCTURE (PER MVCC 36.16.25)
2 COVERED STALLS / UNIT (PER MVCC 36.32.50) = 40 COVERED STALLS

0.3 GUEST STALLS / UNIT (PER MVCC 36.32.50) = 6 STALLS
46 STALLS (38 PER DENSITY BONUS LAW OF 1.5 PER 3-BED UNIT AND 2.5 PER 4 BED UNIT) 43 STALLS (REDUCTION PER DENSITY BONUS LAW)
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
STOP
STOP

SIERRA VISTA AVE

ADA PARKING
(EV2 READY)
COMMON

OPEN SPACE
4,935 S.F.

BUILDING 'A'

COLONY STREET
15' REAR

SETBACK
15' FRONT

SETBACK
(E)PROPERTY
LINE
(N)PROPERTY
LINE

BUILDING 'C' BUILDING 'C'
15' SIDE

SETBACK
10' SIDE

SETBACK
UNIT 1
LOT 10
UNIT 1
LOT 11
UNIT 2
LOT 12
(ADA)
UNIT 2
LOT 9
(ADA)
UNIT 4
LOT 13
UNIT 3
LOT 14
UNIT 3
LOT 15
UNIT 5
LOT 16
UNIT 5
LOT 8
UNIT 3
LOT 7
UNIT 3
LOT 6
UNIT 4
LOT 5
UNIT 3
LOT 3
UNIT 3
LOT 2
UNIT 5
LOT 1
UNIT 4
LOT 4
UNIT 4
LOT 20
UNIT 3
LOT 19
UNIT 3
LOT 18
UNIT 5
LOT 17

BUILDING 'D' BUILDING 'B'
21'-8"
4'-0"
15'-0"

GUEST PARKING
(EV2 READY)
S05°41'09"E 222.23'
S84°48'09"E 169.48'
S84°48'09"E 186.00'
S05°41'09"E 238.75'
4'-0"
TYP.
4'-0"
TYP.
4'-0"
TYP.
4'-0"
TYP.
5'-0"
11'-11"
9'-0"
8'-6"
8'-6"
13'-1"
10'-0"
13'-0"
10'-0"
16'-6" 16'-6"
18'-0"
8'-0"
2'-0" 2'-0"
27'-6"
18'-4"
9'-4"
13'-0"
14'-3"
15'-7"
17'-11"
3'-4"
21'-8"
4'-10"
16'-0"
16'-0"
9'-1"
AC PAD, TYP.

GUEST PARKING
(EV2 INSTALLED)

BMRBMR BMR
BMRBMR
STOP
STOP

SIERRA VISTA AVE
COMMON

OPEN SPACE
4,935 S.F.

COLONY STREET
15' REAR

SETBACK
15' FRONT

SETBACK
(E)PROPERTY
LINE
(N)PROPERTY
LINE
15' SIDE

SETBACK
10' SIDE

SETBACK

BUILDING 'C'

BUILDING 'A'

BUILDING 'D'

BUILDING 'C'
UNIT 1UNIT 1 UNIT 2UNIT 2 UNIT 4
UNIT 5
UNIT 5UNIT 3UNIT 3UNIT 4UNIT 3UNIT 3UNIT 5 UNIT 4
UNIT 4
UNIT 3

BUILDING 'B'
UNIT 3
UNIT 3
UNIT 3
UNIT 5
S05°41'09"E 222.23'
S84°48'09"E 169.48'
S84°48'09"E 186.00'
S05°41'09"E 238.75'
12'-1"
14'-3"
16'-0"
16'-0"
15'-3"
29'-8"
15'-0"
15'-0"

ARCHITECTURAL FEATURE
(NOT USABLE FLOOR AREA)

ARCHITECTURAL FEATURE
(NOT USABLE FLOOR AREA)
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

CONCEPTUAL SITE PLAN
A6

CONCEPTUAL SITE PLAN THIRD FLOOR CONCEPTUAL SITE PLAN FIRST FLOOR 0 4' 8'12' 20' 40'16'
NORTH

BELOW MARKET RATE (BMR) ALLOCATION
(1) PROVIDED AT 80 AMI PER DENSITY BONUS LAW
(1) PROVIDED AT 100 AMI PER DENSITY BONUS LAW
(2) PROVIDED AT 120 AMI PER DENSITY BONUS LAW
(1) PROVIDED AT 150 AMI PER MVCC SEC 36.40.10
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
UP
UP
DN
DN
UP
DN
UP
12'-6"
5'-0"
5'-0"
12'-6"
9'-9 1/4"4'-6"
UNIT 2
LIVING
UNIT 2
NOOK
UNIT 2

KITCHEN
UNIT 2
BA 3
UNIT 2
BEDROOM 3
UNIT 2
DECK 1
43 SQ.FT.

UNIT 2
LIVING
UNIT 2
NOOK
UNIT 2

KITCHEN
UNIT 2
DECK 1
43 SQ.FT.

UNIT 2
BA 3
UNIT 2
BEDROOM 3
UNIT 1
BEDROOM 3
UNIT 1
BA 3
UNIT 1

KITCHEN
UNIT 1
LIVING
UNIT 1
NOOK
UNIT 1
DECK 1
62 SQ.FT.

UNIT 1

KITCHEN
UNIT 1
LIVING
UNIT 1
NOOK
UNIT 1
DECK 1
62 SQ.FT.

DN
UNIT 1
BA 3
9'-9 1/4"
4'-6"
UNIT 1
BEDROOM 3
20 SF

INCLUDED
IN FAR
14 SF

INCLUDED
IN FAR
19 SF

INCLUDED
IN FAR
UP
UP
UP
UP
12'-10 1/2"7'-0"
7'-5 1/2"
6'-0" 12'-10 1/2"7'-0"
7'-5 1/2"
6'-0"
12'-6"
UNIT 2
2-CAR GARAGE
UNIT 2
DEN
UNIT 2
PWDR
UNIT 2
ENTRY
UNIT 2
PORCH
88 SQ. FT.
12'-6"
UNIT 2
2-CAR GARAGE
UNIT 2
DEN
UNIT 2
PWDRUNIT 2
ENTRY
UNIT 2
PORCH
88 SQ. FT.UNIT 1
PORCH
86 SQ. FT.

UNIT 1
ENTRY
UNIT 1
ENTRY
TANDEM
GARAGE
UNIT 1
TANDEM
GARAGE
UNIT 1
UNIT 1
PORCH
85 SQ. FT.
1'-0"
1'-0"
23 SF

INCLUDED
IN FAR
11 SF

INCLUDED
IN FAR
8:12
5:12
5:12
8:12
3:12
3:123:12
METAL

ROOFING
5:12
5:12
5:12
5:12
5:12
5:125:12
RIDGE
VALLEY
RIDGE
RIDGE
RIDGE

RIDGEVALLEY
HIP
HIP

VALLEYVALLEY
VALLEY
VALLEY
HIP
HIP
HIP
HIP
VALLEY
RIDGE
HIP
HIP
VALLEY
VALLEY

POTENTIAL

SOLAR PANEL
ZONE

POTENTIAL SOLAR

PANEL ZONE
VALLEY
HIP
VALLEY
5:12
VALLEY
DN
DN
LINEN
DN

WALK-IN
CLOSET

DNWALK-IN
CLOSET
LINEN
12'-6" 12'-6"
6'-4"
5'-0"
9'-9 1/4"
4'-6"
4'-6"
9'-9 1/4"

WALK-IN
CLOSET
MASTER UNIT 2

BEDROOM
UNIT 2
BA 2
UNIT 2
BEDROOM 2
UNIT 2

MASTER BATH
UNIT 2
DECK 2
43 SQ.FT.

UNIT 2
BA 2
UNIT 2
BEDROOM 2
UNIT 1
DECK 2
62 SQ. FT.

UNIT 1
DECK 2
79 SQ. FT.

UNIT 1 MASTER

BEDROOM
UNIT 1
BEDROOM 2
UNIT 1
BA 2

WALK-IN
CLOSET
UNIT 1
BEDROOM 2
MASTER
BATH
UNIT 1
BA 2
UNIT 2

MASTER BATH
UNIT 2
DECK 2
43 SQ.FT.

MASTER UNIT 2

BEDROOM
UNIT 1
MASTER
BATH
UNIT 1
UNIT 1 MASTER

BEDROOM
20 SF

INCLUDED
IN FAR
14 SF

INCLUDED
IN FAR
19 SF

INCLUDED
IN FAR
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

BUILDING 'A' FLOOR AND ROOF PLANS
A13
0 2' 4' 6' 8' 16'

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

ROOF PLAN
UNIT 2 UNIT 1 UNIT 1R UNIT 2R UNIT 2 UNIT 1 UNIT 1R UNIT 2R UNIT 2 UNIT 1 UNIT 1R UNIT 2R UNIT 2 UNIT 1 UNIT 1R UNIT 2R

SOLAR ZONES

FRONT OF

BUILDING 'A'
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025

KITCHEN
DINING
LIVING
DECK
57 SQ.FT.

PWDR
DN
PANTRY
UP
DINING

KITCHEN
PANTRY
DN
PWDR
UP
LIVING

KITCHEN
DINING
LIVING
PWDR
LNDY
UP
DN
DECK
57 SQ.FT.

KITCHEN
DINING
LIVING
DECK
57 SQ.FT.

PWDR
UP
DN
PANTRY
DECK
72 SQ.FT.
9'-4"9'-6 1/4"
9'-5 1/2"
12'-0"
6'-0"
6'-0"
6'-0"
6'-0"
DECK
86 SQ.FT.
2-CAR
GARAGE
ENTRY
BEDROOM 3
BA 3
PORCH
57 SQ. FT.

UP ENTRY
BEDROOM 3
PORCH
57 SQ. FT.

BA 3
2-CAR
GARAGE
2-CAR
GARAGE
ENTRY
BEDROOM 4
BA 3
PORCH
145 SQ. FT.

UP
2-CAR
GARAGE
ENTRY
BEDROOM 4
BA 3
PORCH
57 SQ. FT.

UP
LINEN
9'-5 1/2"
9'-4"
9'-4"
12'-0"
6'-0"
6'-0"
6'-0"
6'-0"
3'-0"
4'-0"
9 SF

INCLUDED
IN FAR
2'-9"
PORCH 2
127 SQ. FT.
8:12
5:125:12
8:12
5:12
5:12
METAL

ROOFING
5:12
5:12
5:12
5:12
5:12
RIDGE
RIDGE
R
RIDGE
HIP
HIP
VALLEY
R
5:12 VALLEY
RIDGE
5:12
RIDGE
RIDGE

POTENTIAL
SOLAR
PANEL
ZONE
VALLEY
HIP
HIP
5:125:12
HIP
HIP
HIP
VALLEY
VALLEY
VALLEY
HIP
R
HIP
HIP
VALLEY
RIDGE
8:12
5:12
5:12

POTENTIAL
SOLAR
PANEL
ZONE

POTENTIAL
SOLAR
PANEL
ZONE
HIP

POTENTIAL
SOLAR
PANEL
ZONE
8:12
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
DN
LINEN

WALK-IN
CLOSET

WALK-IN
CLOSET
DN
LINEN

WALK-IN
CLOSET
BA 2
MASTER
BATH
MASTER

BEDROOM

WALK-IN
CLOSET
BEDROOM 2 MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
BEDROOM 3
DN

WALK-IN
CLOSET
LINEN
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
BEDROOM 3
LNDY
DN
LINEN

WALK-IN
CLOSET
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

BUILDING 'B' FLOOR AND ROOF PLANS
A16
0 2' 4' 6' 8' 16'
UNIT 4 UNIT 3 UNIT 3R UNIT 5R

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

ROOF PLAN
UNIT 4 UNIT 3 UNIT 3R UNIT 5R
UNIT 4 UNIT 3 UNIT 3R UNIT 5R UNIT 4 UNIT 3 UNIT 3R UNIT 5R

SOLAR ZONES

REAR OF

BUILDING 'B'
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025

KITCHEN
DINING
LIVING
DECK
50 SQ.FT.

PWDR
DN
PANTRY
UP
DINING

KITCHEN
PANTRY
DN
PWDR
UP
LIVING

KITCHEN
DINING
LIVING
PWDR
LNDY
UP
DN
DECK
56 SQ.FT.

KITCHEN
DINING
LIVING
DECK
57 SQ.FT.

PWDR
UP
DN
PANTRY
DECK
72 SQ.FT.
9'-4"9'-6 1/4"9'-5 1/2" 12'-0"
6'-0"
5'-0"
6'-0"
6'-0"
9 SF

INCLUDED
IN FAR
9 SF

INCLUDED
IN FAR
2-CAR
GARAGE
ENTRY
BEDROOM 3
BA 3
PORCH
50 SQ. FT.

UP UP ENTRY
BEDROOM 3
PORCH
56 SQ. FT.

BA 3
2-CAR
GARAGE
2-CAR
GARAGE
ENTRY
BEDROOM 4 BA 3
PORCH
72 SQ. FT.

UP
2-CAR
GARAGE
ENTRY
BEDROOM 4
BA 3
PORCH
57 SQ. FT.

UP
LINEN
9'-5 1/2" 9'-4" 9'-4" 12'-0"
6'-0"
5'-0"
6'-0"
6'-0"
1'-0"
1'-0"
9 SF

INCLUDED
IN FAR
9 SF

INCLUDED
IN FAR
8:12
5:12
5:12
5:12
8:12
8:128:12
5:125:12
METAL

ROOFING
5:12
5:12
5:12
5:12
5:12

POTENTIAL SOLAR

PANEL ZONE POTENTIAL SOLAR

PANEL ZONE
HIP
V.

RIDGE

RIDGE RIDGE
RIDGE
VALLEY
RIDGE
R.

RIDGE
HIP
HIP
HIP
HIP
HIP
HIP
VALLEY
VALLEY
VALLEY

VALLEYVALLEY
VALLEY
VALLEY
5:12
5:12
5:12

HIP VALLEY
HIP

POTENTIAL SOLAR

PANEL ZONE
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
DN
LINEN

WALK-IN
CLOSET

WALK-IN

CLOSET DN
LINEN

WALK-IN
CLOSET
BA 2
MASTER
BATH
MASTER

BEDROOM

WALK-IN
CLOSET
BEDROOM 2
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
BEDROOM 3
DN

WALK-IN
CLOSET
LINEN
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
BEDROOM 3
LNDY
DN
LINEN

WALK-IN
CLOSET
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

BUILDING 'C' FLOOR AND ROOF PLANS
A19
0 2' 4' 6' 8' 16'
UNIT 4 UNIT 3 UNIT 3R UNIT 5R

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

ROOF PLAN
UNIT 4 UNIT 3 UNIT 3R UNIT 5R
UNIT 4 UNIT 3 UNIT 3R UNIT 5R UNIT 4 UNIT 3 UNIT 3R UNIT 5R

SOLAR ZONES

REAR OF

BUILDING 'C'
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025

KITCHEN
DINING
LIVING
DECK
57 SQ.FT.

PWDRDN
PANTRY
UP
DINING

KITCHEN
PANTRY
DNPWDR
UP
LIVING

KITCHEN
DINING
LIVING
PWDR
LNDY
UP
DN
DECK
66 SQ.FT.

KITCHEN
DINING
LIVING
DECK
57 SQ.FT.

PWDR
UP
DN
PANTRY
DECK
72 SQ.FT.
9'-4"
9'-4"
9'-5 1/2"
12'-0"
6'-0"
6'-0"
7'-0"
6'-0"
2-CAR
GARAGE
ENTRY
BEDROOM 3
BA 3
PORCH
57 SQ. FT.

UP
UP
ENTRY
BEDROOM 3
PORCH
66 SQ. FT.

BA 3
2-CAR
GARAGE
2-CAR
GARAGE
ENTRY
BEDROOM 4
BA 3
PORCH
145 SQ. FT.

UP
2-CAR
GARAGE
ENTRY
BEDROOM 4
BA 3
PORCH
57 SQ. FT.

UP
LINEN
9'-5 1/2"
9'-4"
9'-4"
12'-0"
6'-0"
6'-0"
7'-0"
6'-0"
4'-0"
6'-0"
9 SF

INCLUDED
IN FAR
4'-0"
8:12
5:12
8:12
5:12
5:12
METAL

ROOFING
5:12
5:12

POTENTIAL SOLAR

PANEL ZONE
RIDGE
RIDGE
RIDGE
RIDGE
HIP
RIDGE
RIDGE
HIP
HIP
VALLEY
VALLEY
R
5:12
VALLEY
5:12
5:12

POTENTIAL SOLAR

PANEL ZONE
5:12

POTENTIAL SOLAR

PANEL ZONE
5:12

POTENTIAL SOLAR

PANEL ZONE
8:12 8:12
5:12
VALLEY

HIPVALLEYHIP
R.

RIDGE
VALLEY
VALLEY
5:12
5:12
HIP
HIP
HIP
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
DN
LINEN

WALK-IN
CLOSET

WALK-IN
CLOSET
DN
LINEN

WALK-IN
CLOSET
BA 2
MASTER
BATH
MASTER

BEDROOM

WALK-IN
CLOSET
BEDROOM 2
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
BEDROOM 3
DN

WALK-IN
CLOSET
LINEN
MASTER

BEDROOM
BEDROOM 2
BA 2
MASTER
BATH
BEDROOM 3
LNDY

DN LINEN

WALK-IN
CLOSET
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

BUILDING 'D' FLOOR AND ROOF PLANS
A22
0 2' 4' 6' 8' 16'
UNIT 4 UNIT 3 UNIT 3R UNIT 5R

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

ROOF PLAN
UNIT 4 UNIT 3 UNIT 3R UNIT 5R
UNIT 4 UNIT 3 UNIT 3R UNIT 5R UNIT 4 UNIT 3 UNIT 3R UNIT 5R

SOLAR ZONES

FRONT OF

BUILDING 'D'
2-CAR GARAGEENTRYPORCH

FAMILY ROOM KITCHEN
MASTER
BEDROOMBEDROOM 2
DECK
9'-1" 9'-1" 9'-1"
29'-8 1/2"
T.O.S.

T.O.PL.

T.O.SF.

T.O.PL.

T.O.SF.

T.O.PL.

T.O. RIDGE
38'-2"
B
-
1'-0" 6'-0"
6'-0"
7'-7" 1'-6"STORAGE CABINETS

ENTRYPORCH
FAMILY
ROOM
BEDROOM 2
DECK
T.O.S.

T.O.PL.

T.O.SF.
9'-1" 9'-1" 9'-1"
T.O.PL.

T.O.PL.

T.O.SF.
1'-0" 6'-0"
6'-0"
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

BUILDING SECTIONS
A23

BUILDING - SECTION 'A'
0 1' 2' 3' 4' 8' 0 .5' 1' 1.5'2' 4'

WALL SECTION - SECTION 'B'
Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
366.017
Colony Street
Mountain View, CA
May 21, 2025

ARCHITECTURAL EXTERIOR MATERIALS & DETAILS
A24

SECTIONAL GARAGE DOOR & TRELLIS SYSTEM
CORBEL & KICKER @ CANTILEVER

CORBEL & KICKER
TRELLIS SYSTEM @ WINDOW
COLUMN w/ CORBEL & STONE VENEER @ PORCH
CORBEL & KICKER @ GABLE END

WINDOW DETAIL
CABLE RAIL & WOOD POSTS @ DECKWOOD POSTS & STONE VENEER @ PORCH STUCCO o/ 2X4

HIGH DENSITY

FOAM TRIM

ROLL UP

SECTIONAL

GARAGE DOOR
STUCCO o/ FOAM
CORBEL
6X6 WOOD
POSTS
CABLE

RAILING
STUCCO o/ 2X6

HIGH DENSITY

FOAM TRIM
4X10 CORBEL @

GABLE END
METAL

ROOFING
STONE
VENEER
WOOD

TRELLIS
4x6 WOOD
KICKER
4x10 WOOD
CORBEL
4x10 WOOD
CORBEL
4x6 WOOD
KICKER
6x10 WOOD
BEAM
CABLE

RAILING
METAL

ROOFING
4x6 WOOD
KICKER
4x10 WOOD
CORBEL
STONE
VENEER

EXTERIOR

PLASTER WITH

LIGHT SAND

FINISH CABLE

RAILING

EXTERIOR PLASTER

WITH LIGHT SAND
FINISH
WOOD

TRELLIS
4x10 WOOD
CORBEL
4x6 WOOD
KICKER
6x10 WOOD
BEAM
4X6 KICKER @

GABLE END

STUCCO WINDOW TRIM

EXTERIOR PLASTER

WITH LIGHT SAND FINISH
STUCCO o/ 2X4 HIGH
DENSITY FOAM TRIM w/

SMOOTH TEXTURE FINISH

EXTERIOR PLASTER

WITH LIGHT SAND FINISH
VINYL

WINDOWS
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025
Mountain View, CA
March 24, 2025
Mountain View
May 21, 2025

SS
SSSS
10013

18.900
NAIL
20013

18.899
NAIL
14013

18.900
NAIL
SS
SD

SS
SSSS

LEGEND

GENERAL NOTES
SS

RESPONSIBILITY TO INDEPENDENTLY ESTIMATE
APPROXIMATE. IT SHALL BE THE CONTRACTOR'S
NOTE: EARTHWORK QUANTITIES SHOWN ARE

EARTH WORK QUANTITIES
FILL:

CUT:

EXPORT:

IMPORT:

QUANTITIES FOR HIS/HER OWN USE.
0 CY
4,100 CY
0 CY
4,100 CY
“ ”
”
SSSS

RESPONSIBILITY TO INDEPENDENTLY ESTIMATE
APPROXIMATE. IT SHALL BE THE CONTRACTOR'S
NOTE: EARTHWORK QUANTITIES SHOWN ARE

EARTH WORK QUANTITIES
FILL:

CUT:

EXPORT:

IMPORT:

QUANTITIES FOR HIS/HER OWN USE.
0 CY
4,100 CY
0 CY
4,100 CY
“ ”
”

SD
LEGEND

TREATMENT CONTROL MEASURE SUMMARY

COLONY STREET

MOUNTAIN VIEW, CALIFORNIA
January 24, 2025

PRELIMINARY LANDSCAPE PLANS

March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

LANDSCAPE
PLANS
1 10/15/21KTLFirst Plan Check
Comments, Sept. 2021
© 2025 Levesque Planning & Design. Architectural Work Protected by U.S. Code Title 17 § 102(a)(5) & 102(a)(8) 2 2/6/2022KTLSecond Plan Check
CommentsPrepared By:

LEVESQUE DESIGN
1414 BAY STREET, SUITE 100
ALAMEDA, CALIFORNIA 94501
(510) 521 6700
Per MWELO 492.6 Landscape Design Plans
(b)(13) contain the following statement. "I have
complied with the criteria of the ordinance and
applied them for the efficient use of water in
the landscape design plan."
_______________________________________
KEVIN LEVESQUE LA 4177

LAYOUT LEGEND
Align
Match Line
Start Point
Center Line
Property Line

FINE GRADING NOTES

1. The Landscape Contractor is responsible for fine grading and positive surface drainage in all landscape areas. The Contractor shall verify all rough grades in the field and bring any discrepancies to the attention of the General Contractor, Landscape Architect and Civil Engineer for a decision before proceeding with the work.

2. See Civil Engineer's drawings for road surface elevations, roadway sections, catch basins, sidewalks, and top of curb elevations.

3. Contractors are to exercise extreme care in backfilling and compacting any excavation or trenching in areas previously compacted for other aspects of the work.

4. The Landscape Contractor shall remove from the site all debris and unsuitable material generated by their construction operations.

5. All on-grade areas marked for planting shall be verified, by the fine grading contractor, that they are within a tenth of a foot of final grade. The Landscape Contractor shall rip compacted rough graded soil to a depth of 12 inches in both directions, then till in the soil amendment. Soil amendment shall be determined by an agricultural suitability's analysis (see Planting Note 5). A minimum of one foot depth of non- mechanically compacted soil is available for water absorption and root growth in planted areas.

6. Review structural soils report for recommendations on soil type, grading procedures, soil compaction, maximum allowable slopes, flatwork base material, etc. Copies of the report are available from the Owner.

7. Minimum paving slope to be typically 1 percent . Minimum planting area slope to be typically 2 percent. Bring any discrepancies to the attention of the Landscape Architect for a decision prior to fine grading.

8. Groundcover areas: Finish grades shall be 2 inch below the top of adjacent pavement, headers, curbs, or walls, unless otherwise specified. Lower headers where required to allow water to flow to drainage structures.

9. Lawn Areas: Finish grades shall be 1 inch below the top of adjacent pavement, headers, curbs, or walls, unless otherwise specified. Lower headers where required to allow water to flow to drainage structures.

LAYOUT NOTES

1. The Contractor shall verify all distances and dimensions in the field and bring any discrepancies to the attention of the builder and Landscape Architect for a decision before proceeding with the work.

2. All written dimensions supersede all scaled distances and dimensions. Dimensions shown are from the face of building, wall, face of curb, edge of walk, property line, or centerline of street or column unless otherwise noted on the drawings.

3. Walk scoring, expansion joints and headers shall be located as indicated on the Plans or as field adjusted under the direction of the Landscape Architect.

4. The contractor is to verify location of all on-site utilities before commencing with the work. The contractor shall also be responsible for the repair of any damaged utilities.

5. All work is to be in compliance with the City of Mountain View's Conditions of Approval, standard plans and specifications.

7. Design Team :

Owner:

Legend Colony LLC
341 Cobalt Way, Suite 208
Sunnyvale, CA 94085
669-209-2988
Contact: Albert Wang
Architect:

SDG Architects, Inc
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
(925) 634-7000
Civil Engineer:

BKF Engineers
1730 N. First Street, Suite 600
San Jose, CA 95112
Joint Trench:

Giacalone Design Services Inc.
5820 Stoneridge Mall Road #345
Pleasanton, CA 94588
CL
Detail #
Sheet #
AD Area Drain
BOC Back of Curb
BC Back of Curb
CL Center Line
CO Clean Out
CP Center Point
DIA Diameter
DI Drain Inlet
EQ Equal
EJ Expansion Joint
FOC Face of Curb
FC Face of Curb
GALV Galvanized
MA Mulch Area
MAX Maximum
MIN Minimum
PA Planting Area
PL Property Line
POC Point of connection
PREF Perforated
PREP Perpendicular
PT Pressure Treated
RDRW Redwood
RW Right of Way
ROW Right of Way
SAD See Architect's Drawings
SCD See Civil Engineer's Drawings
SED See Electrical Engineer's Drawings
SHT Sheet
SP Start Point
SSD See Structural Engineer's Drawings
TBD To Be Determined
TYP Typical
PL
Concrete Paving
Detail 1, Sheet L-4.1
Pedestrian Paving
Rustic Cobble Pavers (60mm)
Available: Pacific Interlocking Pavingstone
408.379.1436
Color: B5 Mojave Dunes
Pattern: Old Town
See Detail 6, Sheet L-4.1
3 L-4.3
Qty.

Plant
13 LD
Layout Plans
Lighting Plans
Planting Plans

CERTIFICATE OF COMPLETION
Final Acceptance section / Certificate of Completion
At the completion of the project the contractor shall supply a Certificate of Completion document. Document shall include:

1. Project information sheet that contains:
a. Date,
b. Project name,
c. Project applicant name, telephone and mailing address, d. Project address and location,
e. Property owner name, telephone, and mailing address.

2. Certification by either the signer of the landscape design plan, the designer of the irrigation design plan or the licensed landscape contractor that the landscape project has been installed per the approved Landscape documentation Package. a. Where there have been significant changes made in the field during construction, these "as-built" or record drawings shall be included with the certification.
b. A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent management purposes.

3. Irrigation scheduling parameters used to set he controller.

4. Landscape and irrigation maintenance schedule.

5. Irrigation audit report.

6. Soils analysis report if not submitted with the Landscape Documentation package and documentation verifying implementation of the soil recommendations.

L-1.0

NOTES AND

LEGENDS
Vehicular Paving
Hydro-Flo Textured Estate Pavers (80mm)
Available: Pacific Interlocking Pavingstone
408.379.1436
Color: B12 Summit Sunrise
Pattern: ES Ashlar PW
See Detail 3, Sheet L-4.5
Sod Lawn
Bolero Plus
Available: Delta Bluegrass Co.

Detail 1, Sheet L-6.3
Storm water treatment areas
per Civil Engineer's Plans

SHEET SCHEDULE
L-1.0 NOTES AND LEGENDS
L-3.1 LAYOUT PLAN
L-4.1 CONSTRUCTION DETAILS
L-4.2 CONSTRUCTION DETAILS
L-4.3 CONSTRUCTION DETAILS
L-4.4 CONSTRUCTION DETAILS
L-4.5 CONSTRUCTION DETAILS
L-4.6 CONSTRUCTION DETAILS
L-5.0 IRRIGATION NOTES AND LEGENDS
L-5.1 IRRIGATION HYDROZONE PLAN
L-5.2 IRRIGATION DETAILS
L-5.3 IRRIGATION DETAILS
L-5.4 IRRIGATION DETAILS
L-6.0 PLANTING NOTES AND LEGENDS
L-6.1 PLANTING PLAN
L-6.2 PLANTING DETAILS
L-8.0 TREE CANOPY COVERAGE
L-8.1 TREE CANOPY COVERAGE
Existing Street Lights
Proposed Transformers (in ground)

PROJECT INFORMATION
Project Name: 828 Sierra Vista
Project Type: Row Houses
Project Applicant / Owner: Legend Colony LLC
Project Address: 828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
APN 153-04-001, -017, -018, and -019.

Total Landscape Area: 11,613 sq. ft.

Water Purveyor: City of Mountain View Water
Supply: Potable

LANDSCAPE DESIGN INTENT
The landscape design complies with Water Efficient Landscape Ordinance and incorporates the principles of Bay-Friendly landscaping and integrated pest management practices.

The entire plant palette is a diverse group of low maintenance, reduced water-use, native and climate adapted species.
"Lawn" identified on the plan is a dwarf fescue sod mix with improved drought and heat tolerance. The lawn area provides for an active recreation area for the residences.

Plants are grouped in hydrozones based on similar water needs and exposures.

Invasive species listed by CALIPC are not used.

The following Bay-Friendly principles have been incorporated into the landscape plans.

1. Landscape Locally.

2. Less to the landfill.

3. Nurture the soil.

4. Conserve Water.

5. Conserve Energy.

6. Protect Water and Air Quality

7. Create Wildlife Habitat

IRRIGATION DESIGN INTENT
The irrigation system is designed to comply with the Water Efficient Landscape Ordinance.

It is designed to reduce water use to the lowest practical amount. It is designed to prevent runoff, and low head drainage. Separate valves are used to irrigation each hydrozone. The system incorporates high quality, heavy duty, water conserving equipment. Backflow protection shall be provided at the point of connection. A smart controller provides evapotranspriation sensor data for scheduling.

Hydrozone to be broken out into valve stations based on flow during final design phase.

SOIL MANAGEMENT REPORT
The contractor shall test soil and provide soil analysis report to the landscape architect and owner after construction is complete and before planting is installed.

Conduct sample in accordance with all laboratory protocols.

Submit soil test report by accredited soils testing laboratory. Take samples from a minimum of 3 locations (front, middle and back) of site. Follow recommended sampling procedures from the Lab.

The soils test shall include: soil texture, infiltration rates, PH, total soluble salts, sodium, percent organic matter and recommendations for organic amendments and compost.

Compost: PER WELO, a minimum of four cubic yards of compost per 1,000 sq. ft. of permeable area to a depth of six inches shall be applied for the purpose of reducing evaporation, weed suppression, soil temperature moderation and to prevent soil erosion.

Soil Preparation: Top dress planting areas with a minimum of six cubic yards of organic compost to the entire planting area. Do not till, tilling damages the soil structure and releases carbon into the atmosphere.

Moisture content: Do not work on or around the soil when the moisture content is so great that compaction will occur, nor when it is so dry that dust will for, or when soil clods will not break readily. Apply water if necessary to bring soil to optimum moisture content to complete specified work.

Mulch: Per WELO, a minimum 3 inch layer of organic mulch shall be applied on all exposed soil surfaces for the purpose of reducing evaporation, weed suppression, moderation of soil temperature and preventing soil erosion.

Contractor shall submit documentation verifying implementation of soil analysis recommendations to the local agency with certificate of completion.

Porous Vehicular Concrete Paving
See Architect's Plans
Arborist:

Kielty Arborist Services LLC
Certified Arborist WE#0476A
P.O. Box 6187
San Mateo, CA 94403

SIERRA VISTA AVENUE

COLONY STREET

EXCELL COURT
Mercedes Court
Mercedes CourtMercedes Court

COMMUNITY PLAZA
C-3 PLANTER, SCD

MAIL BOXENCLOSURE

HCP RAMP, SCD

SAFETY TRIANGLE
LAWN
PUBLIC

SIDEWALK, SCD

CURB AND

GUTTER, SCD

EXISTING BUILDING WALL AT

PROPERTY LINE

CONCRETE PAVING,TYPICAL SAFETY TRIANGLE, SCD

HCP RAMP, SCD
HCP

PARKING

CONCRETEPAVING
PA

HCP RAMP, SCD
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

BIKE RACKS
PA
PA
PA
PA
PA
PA
PA

RETAININGWALL, SCD
PRE-CAST PAVER,SEE LEGEND,SHT. L-1.0
BIKE
RACKS

BOLLARD LIGHT,SED, TYPICAL
GARAGE

APRON, SCD

TYPICAL
GARAGE

APRON, SCD

TYPICAL

HVAC SCREEN,SAD, TYPICAL
HVACSCREEN, TYP.

CONCRETE
STEPS, TYP.

AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC

IRRIGATION METERAND BACKFLOW, POC
GARAGE

APRON, SCD

TYPICAL
PA
4'

START POINT FORPERIMETER FENCE ONRETAINING WALL
L-4.1
8 PUBLIC SIDEWALK, SCD

CONCRETE CURB, SCDGUTTER, SCD
4'

CONCRETE PAVING, TYPICAL
4'
4'

CONCRETE STEPS,TYPICAL

CONCRETE CURB, SCDGUTTER, SCDPUBLIC SIDEWALK, SCD
C-3 PLANTER, SCD
PA

CONCRETE CURB, SCDGUTTER, SCDPUBLIC SIDEWALK, SCD
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
C-3

PLANTER,
SCD

RETAININGWALL, SCD

PERIMETER FENCE ONRETAINING WALL
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,

SAD PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD

BOLLARD LIGHT,SED, TYPICAL
BOLLARD LIGHT,SED, TYP.
7'PUE
5' PUE,
SCD

LADDER PAD, TYP

LADDER PAD, TYP
PA

LADDER PAD, TYP

LADDERPAD, TYP,
2'-3"
2'-3"
4'-10"
5'-6"
3'-6"
4'-10"
4'-10"
3'-6"
5'-6"
5'
5'
5'
5'-6"
5'-2"
5'-2"
5'-6"

VEHICULAR HYRO-FLOPAVERS, SEE LEGEND
SHT. L-1.0

VEHICULAR POROUS

CONCRETE, SCD

PEDESTRIAN

HYRO-FLO PAVERS,
SEE LEGEND, SHT. L-1.0
PRE-CAST PAVERS,SEE LEGEND,SHT. L-1.0
20'-0"

NO FENCE ON RETAINING WALL,WITHIN SIGHT TRIANGLES

CONCRETE STEPS,TYPICAL
8'-6" 7'
6'
7'
6'
7' PUE,SCD

TRANSFORMER,
SED

IRRIGATION CONTROLLER,
SEE SHT L-5.1
TOP OF THE FENCE SHALL NOT EXCEED 6' ABOVE

ADJACENT GRADE ON EXCELL COURT SIDE
CONC.PAVING,
TYP

SAFETY TRIANGLE, SCD
1 L-4.1

TRASH STAGING
AREA

PLANTING

PLANTING
PA
PA
PA

VEHICULAR POROUSCONCRETE, SCD
C-3 PLANTER, SCD
2 L-4.2
2 L-4.2
2 L-4.2
1 L-4.3
6 L-4.1
5L-4.1
5 L-4.1

HVACSCREEN,
TYP.
5L-4.1
BOLLARD LIGHT,SED, TYP.

BOLLARD LIGHT,SED, TYP.
1 L-4.5
1 L-4.5
8 L-4.1

BOLLARD LIGHT,
SED, TYP.
5L-4.1
5L-4.1
2 L-4.6

LADDER PAD, TYP
2 L-4.6
1 L-4.1
2 L-4.6
2 L-4.6
2 L-4.6
1 L-4.1
2 L-4.6
3 L-4.6
4 L-4.2
1 L-4.1
2 L-4.6
2 L-4.6

LADDER PAD, TYP
PA
PA

WATERMETER, SCD
March 24, 2025
of61
24-308
BY DATE REVISIONS NO.

KTLKTLKTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date:Scale:

Checked:

Sheet:

Sheets
Design: Job:Drawn:

North:

Scale:Scale:

LANDSCAPE
PLANS
110/15/21KTL First Plan Check
Comments, Sept. 2021
© 2025 Levesque Planning & Design. Architectural Work Protected by U.S. Code Title 17 § 102(a)(5) & 102(a)(8) 22/6/2022KTL Second Plan Check
CommentsPrepared By:

LAYOUT PLAN

4"6"
PLANTING FINISH GRADE 1/2" BELOW PAVING
1) CONTRACTOR TO PROVIDE 2'X2' MOCK UP FOR
APPROVAL BY THE LANDSCAPE ARCHITECT.
2) NOTIFY LANDSCAPE ARCHITECT 48 HOURS

PRIOR TO REVIEW

REBAR, PER GEOTECHNICAL REPORT

PEDESTRIAN CONCRETE PAVING
SCALE: 1"=1'-0"1

DOWEL DETAIL
SCALE: 1"=1'-0"2
#4 REBAR DOWEL WITH SLEEVE

CONCRETE PAVING VARIES, SEE LAYOUT PLANS
6"

EMBEDMENT
12"

CONCRETE PAVING VARIES

SEE LAYOUT PLANS

EXPANSION JOINT
3" = 1'-0"3

CONCRETE PAVING VARIES
3/8" PRE-MOLDED FILLER

WITH FLEXIBLE SILICONE SEALANT
COLOR: TBD
3/8"
NOTES:
1) SUBMIT SAMPLE FOR APPROVAL.

EXPANSION JOINT3
L-4.1
4"6"

SEE LAYOUT PLANS
12"

CONCRETE, SEE CIVIL'S PLANS FOR LOCATIONS

SAWCUT SCORE LINES AS SHOWN ON LAYOUT PLAN

INSTALL EXPANSION JOINT AS SHOWN ON LAYOUT
PLAN COLOR: TBD

CONTROL JOINT
SCALE: 3"=1'-0"
1 2" DEPTH
NOTES:

1. HANDTOOL ALL JOINTS, EXCEPT AS NOTED ON PLANS.
3/8" TOOLED EDGE, TYP.
4 3/8" WIDTH TYP.

CONCRETE PAVING1
L-4.1

HVAC SCREEN
SCALE: 1/2"=1'-0"
2'-0"
6 3'-6"
PERIMETER FENCE ON RETAINING WALL8 SCALE: 1" = 1'-0"
CONCRETE WALL, SEE DETAIL 26 / SHEET SD2

ADJACENT PLANTING

SEE LAYOUT PLAN
12" to 3'-0"

WALL HEIGHT

VARIES, SCD

PROPERTY LINE

PERIMETER FENCE,

CENTER IN TOP OF WALL
7 L-4.1

PROJECT
SITE

ELEVATION
POST MASTER 7'-6" FENCE POST BY MASTER-HALCO
AVAILABLE: @ (888)-MH-FENCE

EMBED IN RETAINING WALL, CENTER FRONT TO BACK

GROUT IN PLACE, COLOR MATCH CONCRETE
1X6 CONSTRUCTION COMMON REDWOOD FACER
BOARD AT BOTH FACES OF POST ATTACHED WITH 6D
HDG NAILS 9" O.C. NAIL INTO WALL BOARDS EACH

SIDE OF POST
8'-1 1
2" O.C. TYP.
2"
2X6 CONSTRUCTION COMMON REDWOOD TOP RAIL

CENTERED ON WALL BOARDS ATTACH TO TOP OF
WALL BOARDS WITH 10D HDG NAILS AT 12" O.C.

TYP.
1X6 CONSTRUCTION COMMON REDWOOD WALL

BOARDS, AT BOTH FACES OF POST ATTACHED TO
POST WITH HDG RAIL SCREWS #8 X 1 1
4" AT 1" O.C.

TYP.. 6 SCREWS PER WALL BOARD

EXCELL COURT /

ADJACENT

PROPERTY
L-4.1

CONSTRUCTION

DETAILS
4X4 PT DOUG.FIR POSTS
12" DIA. CONCRETE FOOTING
2X6 CLEAR HEART REDWOOD TOP RAIL

SET FLUSH WITH BOARDS
1X6 CLEAR HEART REDWOOD BOARD Notes:

1. REDWOOD SHALL BE CERTIFIED SUSTAINABLE.

2. TREAT REDWOOD WITH SAFECOAT DUROSTAIN
CLEAR STAIN, OR APPROVED "LOW VOC"
EQUAL.

APPLY PER MANUFACTURE'S SPECIFICATIONS

3. ALL METAL COMPONENTS SHALL HOT DIPPED

GALVANIZED

COMPACTED CLASS II AGGREGATE BASE
COMPACTED TO 95%, 100% RECYCLED RECLAIMED
ASPHALT, CONCRETE OR GLASS. COMPACTION AND

THICKNESS PER SOILS REPORT RECOMMENDATIONS
1"
TYP.
4X4 PT DOUG.FIR POSTS
4'
3'
1X6 CLEAR HEART REDWOOD BOARD
2X6 CLEAR HEART REDWOOD

TOP RAIL SET FLUSH WITH BOARDS
3'
4'
Notes:

1. REDWOOD SHALL BE CERTIFIED SUSTAINABLE.

2. TREAT REDWOOD WITH SAFECOAT DUROSTAIN
CLEAR STAIN, OR APPROVED "LOW VOC"
EQUAL.

APPLY PER MANUFACTURE'S SPECIFICATIONS

3. ALL METAL COMPONENTS SHALL HOT DIPPED

GALVANIZED
7 SCALE: 1/2"=1'-0"

PERIMETER FENCE

PLAN VIEW
PRECAST PAVERS: PEDESTRIAN
SCALE: 1"=1'-0"5 1'
PLANTING FINISH GRADE 1/2" BELOW PAVING
6"
4" BASE ROCK, PER MANUFACTURE'S

SPECIFICATIONS
CONCRETE CURB SET 1/4" (7 MM) BELOW TOP OF

CONCRETE BANDS SET FLUSH WITH TOP OF PAVING
PAVERS AND CONTROL JOINTS @ 15' (5 M) OC
FINISH: MEDIUM BROOM FINISH
COLOR: SANDSTONE
WWW.DAVISCOLORS.COM
800-356-4848
#3 REBAR, CENTER HORIZONTAL

RUSTIC COBBLE PAVERS, SEE NOTES
AND LEGENDS SHT. L-1.0

NATIVE SOIL SUBGRADE
COMPACTED AGGREGATE BASE TO 95%,
100% RECYCLED RECLAIMED ASPHALT, CONCRETE
OR GLASS. COMPACTION AND THICKNESS PER SOILS

REPORT RECOMMENDATIONS
SUB GRADE COMPACTED PER GEOTECH. REPORT
COMPACTED CLASS II AGGREGATE BASE TO 95%,
100% RECYCLED RECLAIMED ASPHALT, CONCRETE
OR GLASS. COMPACTION AND THICKNESS PER SOILS

REPORT RECOMMENDATIONS
SUB GRADE COMPACTED PER GEOTECH. REPORT
FINISH: MEDIUM BROOM FINISH
COLOR: SANDSTONE
WWW.DAVISCOLORS.COM
800-356-4848
6'-0" MAXIMUM

ABOVE FINISHED GRADE
NOTES:

1. CENTER FENCE ALONG THE TOP OF
WALL

2. STEP FENCE AS WALL STEPS, AT ALL

TIMES THE COMBINED HEIGHT OF THE

RETAINING WALL AND THE FENCE SHALL
NOT EXCEED 6'.

3. HOLD TOP OF FENCE LEVEL.

4. EMBED FENCE POST INTO WALL. GROUT
AND FILL POST IN PLACE.

5. SEE STRUCTURAL DRAWINGS FRO FINAL
DETAILS.
2'-0" MIN.

March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

PEDESTRIAN PAVING
RUSTIC COBBLE PAVERS (60MM)
AVAILABLE: PACIFIC INTERLOCK PAVERS
408.379.1436
COLOR: B5 MOJAVE DUNES
PATTERN: OLD TOWN

COMPACTED SUBGRADE
7'-6"
3'
4'

PLAN VIEW
CONC. HVAC PAD,

BROOM FINISH

SET LEVEL
CONC. HVAC PAD,

BROOM FINISH

SET LEVEL

GAS METER
4X4 PT DOUG.FIR POSTS
1X6 CLEAR HEART REDWOOD BOARD
2X6 CLEAR HEART REDWOOD

TOP RAIL SET FLUSH WITH BOARDS
1" SAND LEVELING COURSE,

PER MANUFACTURE'S SPECIFICATIONS
NOTE:

1. CONCRETE HEADER FOR USE AT COMMUNITY PATIO.

2. STEEL HEADER FOR USE AT PEDESTRIAN

PATHWAYS,
SEE DETAIL 1 ON SHEET L-1.0
2 COMPACTED SUBBASE TO 95%, PER

GEOTECH'S REPORT

CONCRETE PAVING

FOR GROOVES SEE DETAIL A

REBAR, SSD

EXPANSION JOINT ( TOP AND BOTTOM,
WITH #4 DOWEL, 12" LONG @ 18" 0.C.;
PROVIDE PVC SLIP JOINT ONE END, TYP.

CONCRETE STEPS
SCALE: 1/2"=1'-0"
1" RAD.

STAIR GROOVESA
1"
1/4" TROWEL GROOVES TYP.
1 1/2"
N.T.S.

THREE GROOVES PER STEP TYP.5"
NOTES:

1. MAXIMUM NUMBER OF RISERS IS 3, SEE CIVIL'S GRADING PLANS.

2. MINIMUM NUMBER OF RISERS IS 2, SEE CIVIL'S GRADING PLANS.

3. 11" MIN. AND 7" MAX. RISER, MAY VARY, SEE CIVIL'S DRAWINGS FOR GRADING.

4. ALL STEPS WITHIN EACH RUN OF STEPS SHALL HAVE MATCHING TREAD AND RISER DIMENSIONS.

5. SLOPE TREADS @ 2% TOWARD STAIR NOSE.

6. PROVIDE COLOR CONTRAST STRIP @ UPPER APPROACH AND AT EACH STAIR TREAD PER DETAIL A (ABOVE) 1 L-4.1
1 SCALE: 1/2"=1'-0"

PRIVACY FENCE (AT GRADE)

SECTION ELEVATION
PRESSURE TREATED D.F. KICK BOARD
2X6 IN NATIVE SOIL & 2X4 ON RETAINING WALL
7'-6" POST MASTER BY MASTER-HALCO
AVAILABLE: @ (888)-MH-FENCE
8' O.C. TYP.
6'-0" MAXIMUM
2"
10" DIA. MIN. CONCRETE FOOTING
6"
2'-0"
2X6 CONSTRUCTION COMMON REDWOOD TOP RAIL

CENTERED ON WALL BOARDS ATTACH TO TOP OF
WALL BOARDS WITH 10D HDG NAILS AT 12" O.C.

TYP.
1X6 CONSTRUCTION COMMON REDWOOD FACER

BOARD AT BOTH FACES OF POST ATTACHED WITH
6D HDG NAILS 9" O.C.
1X6 CONSTRUCTION COMMON REDWOOD WALL

BOARDS, AT BOTH FACES OF POST ATTACHED TO
POST WITH HDG RAIL SCREWS #10 X 1 1
4" AT 1" O.C.

TYP..

Notes:

1. REDWOOD SHALL BE CERTIFIED SUSTAINABLE.

2. TREAT REDWOOD WITH SAFECOAT DUROSTAIN
CLEAR STAIN, OR APPROVED "LOW VOC"
EQUAL.

3. ALL METAL COMPONENTS SHALL HOT DIPPED

GALVANIZED
COMPACTED CLASS II AGGREGATE BASE, 100%

RECYCLED RECLAIMED ASPHALT, CONCRETE OR
GLASS. COMPACTION AND THICKNESS PER SOILS

REPORT RECOMMENDATIONS
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

STEP LIGHT, SED

CENTER, LEFT TO RIGHT IN RISER ON

SECOND STEP IN EACH SET OF STEPS
COMPACTED BASE ROCK TO 95%, PER

GEOTECH'S REPORT

STEP LIGHT, SED
MAILBOX ENCLOSURE4 SCALE: 1/2"=1'-0"
L-4.2
5 2 - 12 UNIT

MAILBOX
3'
5'-2"
1'-6"
12 " PRECAST CONCRETE WALL CAP
FINISH: TBD
COLOR: TBD
14'-11"
MAILBOX5
8'-11"
CMU WALL :
18X8X8 CMU BLOCK, GROUT AND

FILL ALL VOIDS
#4 REBAR, 16" O.C. EACH WAY
STONE VENEER: 3 SIDES W/ 1/2"
MAX. GROUT LINE. WRAP VENEER
FOR 1' ON BACKSIDE.
1'-4"
1'-4"
2'-6"2'-0"
2'
L-4.2
3 L-4.3
2 5'-9"
MAILBOX ENCLOSURE3 SCALE: 1/2"=1'-0"
L-4.2
5 12 UNIT MAILBOX
12 " PRECAST CONCRETE WALL CAP
FINISH: TBD
COLOR: TBD
CMU WALL :
18X8X8 CMU BLOCK, GROUT AND

FILL ALL VOIDS
#4 REBAR, 16" O.C. EACH WAY
STONE VENEER: 3 SIDES W/ 1/2"
MAX. GROUT LINE. WRAP VENEER
FOR 1' ON BACKSIDE.

POROUS PAVERS

CONCRETE FOOTING
#4 REBAR 16" O.C. EACH WAY
COMPACTED SUBGRADE TO 95%

COMPACTED CLASS II AGGREGATE BASE
COMPACTED TO 95%, 100% RECYCLED RECLAIMED
ASPHALT, CONCRETE OR GLASS. COMPACTION AND

THICKNESS PER SOILS REPORT RECOMMENDATIONS
L-4.3
2 4
L-4.4
STONE VENEER,WARP ENDS TO 5'

AT BACK
5 L-4.1
L-4.2

CONSTRUCTION

DETAILS
COMMUNITY PLAZA1
1 L-4.1 CONCRETE PAVING
4 L-4.3 SEAT WALL

PLANTING
LAWN

PERIMETER FENCE, ON

RETAINING WALL

PEDESTRIAN LIGHT, SED
2 L-4.4 TRELLIS ELEVATIONS
1 L-4.5 TABLES

PLANTING
SCALE: 1/4"=1'-0"
1 L-4.4
8 L-4.1
2 L-4.5 BENCH

PLANTING
5 L-4.1 POROUS PAVERS
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

CONSTRUCTION

DETAILS
VARIES
SEAT WALL4 SCALE: 1"=1'-0"

CONCRETE FOOTING
#4 REBAR 16" O.C. EACH WAY
COMPACTED SUBGRADE TO 95%
1'-6"
1'-6"1'-6"

COMPACTED CLASS II

AGGREGATE BASE COMPACTED
TO 95%, 100% RECYCLED

RECLAIMED ASPHALT, CONCRETE
OR GLASS. COMPACTION AND

THICKNESS PER SOILS REPORT

RECOMMENDATIONS

FRONT ELEVATION / SECTION
CMU WALL :
16X8X8 CMU BLOCK, GROUT AND

FILL ALL VOIDS
#4 REBAR, 16" O.C. EACH WAY
STONE VENEER: ALL SIDES W/
1/2" MAX. GROUT LINE.
4 L-4.4

ADJACENT PLANTING, SLOPE TO

DRAIN AWAY FROM WALL

PRECAST CONCRETE WALL CAP

TO BE DETERMINED
STONE VENEER,WARP ENDS TO 5' AT BACK

CONCRETE FOOTING
#4 REBAR 16" O.C. EACH WAY
COMPACTED SUBGRADE TO 95%

COMPACTED CLASS II AGGREGATE BASE
COMPACTED TO 95%, 100% RECYCLED RECLAIMED
ASPHALT, CONCRETE OR GLASS. COMPACTION AND

THICKNESS PER SOILS REPORT RECOMMENDATIONS
CMU WALL :
18X8X8 CMU BLOCK, GROUT AND FILL ALL VOIDS
#4 REBAR, 16" O.C. EACH WAY
STONE VENEER: ALL SIDES W/ 1/2" MAX. GROUT LINE.
4 L-4.4
STONE VENEER,WARP ENDS TO 5'

AT BACK
12 " PRECAST CONCRETE WALL CAP
FINISH: TBD
COLOR: TBD
LOW WALL2 SCALE: 1"=1'-0"
L-4.3
2 CONCRETE FOOTING
#4 REBAR 16" O.C. EACH WAY
COMPACTED SUBGRADE TO 95%
3'-0"1'-6"

COMPACTED CLASS II

AGGREGATE BASE COMPACTED
TO 95%, 100% RECYCLED

RECLAIMED ASPHALT, CONCRETE
OR GLASS. COMPACTION AND

THICKNESS PER SOILS REPORT

RECOMMENDATIONS
CMU WALL :
16X8X8 CMU BLOCK, GROUT AND

FILL ALL VOIDS
#4 REBAR, 16" O.C. EACH WAY
STONE VENEER: ALL SIDES W/
1/2" MAX. GROUT LINE.
4 L-4.4
5 L-4.1 POROUS PAVERS
STONE VENEER,WARP ENDS TO 5'

AT BACK
12 " PRECAST CONCRETE WALL CAP
FINISH: TBD
COLOR: TBD
MEDIUM WALL3 SCALE: 1"=1'-0"
2'-0"
2'-0"
L-4.3
3 20'-0"
14'-0"14'-0"
10'-0'
20'-0"
CP CP
CP
CPCP
R=21'-0"
6'-3"
R=25'-0"

ALIGNALIGN
10'-5"
L-4.3
2 L-4.32
2'-4"
LAWN
8'-6" 8'-6'
12'-0" 12'-0"
L-4.3
3 2% SLOPE 2% SLOPE, MIN.

IRRIGATION

CONTROLLER
TRELLIS ELEVATION: FRONT1
TRELLIS ELEVATION: SIDE2
SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"

PEDESTRIAN LIGHT, SED
8'
8 L-4.1

PERIMETER FENCE ON

RETAINING WALL
1 L-4.5 TABLES
2 L-4.5 BENCH

PLANTING
6 X 6 BOX STEEL TUBE POST.

STEEL PLATE CAP
9'-8"
6'
24 - 3 X 6 STEEL TUBE LATS

SPACE EQUALLY
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

CONSTRUCTION

DETAILS
L-4.3
2 L-4.3
3 L-4.3
2 9'-8" 9'-8"
3 X 8 BOX STEEL TUBE BEAMS
2 X 8 BOX STEEL TUBE JOISTS
1'

STEEL BASE PLATE,

SET BELOW PAVERS,
8'
2'-3"
6'-7"
2'-3"

PEDESTRIAN LIGHT, SED
8 L-4.1

PERIMETER FENCE ON

RETAINING WALL
1 L-4.5 TABLES
24 - 3 X 6 STEEL TUBE LATS

SPACE EQUALLY
3 X 8 BOX STEEL TUBE BEAMS
2 X 8 BOX STEEL TUBE JOISTS
NOTES:

1. ALL WELDS SHALL BE GROUND SMOOTH.

2. TUBE STEEL SHALL BE PAINTED WITH 2 COATS METAL
PRIMER AND TWO COATS FINAL COLOR. FINAL COLOR TO

BE DETERMINED

3. TRELLIS POSTS SHALL BE ENCLOSED IN CMU BLOCK AND
FACED WITH STONE VENEER. FINAL STONE TO BE
DETERMINED. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR APPROVAL BY THE OWNER'S
REPRESENTATIVE AND LANDSCAPE ARCHITECT.

4. CONCRETE FOOTING, STRUCTURAL DESIGN AND

CALCULATIONS SHALL BE BY AN STRUCTURAL ENGINEER
NOTES:

1. ALL WELDS SHALL BE GROUND SMOOTH.

2. TUBE STEEL SHALL BE PAINTED WITH 2 COATS METAL
PRIMER AND TWO COATS FINAL COLOR. FINAL COLOR TO

BE DETERMINED

3. TRELLIS POSTS SHALL BE ENCLOSED IN CMU BLOCK AND
FACED WITH STONE VENEER. FINAL STONE TO BE
DETERMINED. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR APPROVAL BY THE OWNER'S
REPRESENTATIVE AND LANDSCAPE ARCHITECT.

4. CONCRETE FOOTING, STRUCTURAL DESIGN AND

CALCULATIONS SHALL BE BY AN STRUCTURAL ENGINEER
STEEL TUBE POST - 6 X 6
STEEL PLATE- 1
2" X 12" X 12" W/
SIMPSON SB7 / 8X24 ANCHOR BOLTS (4)
3 16"
24" DIAMETER PIER @ 6'-0"
WITH (6) #5 VERTICAL
1 1
2" TYPICAL
TRELLIS POST BASE3 SCALE: 1"=1'-0"
3 L-4.4 TRELLIS POST BASE
6'
2'
6'
2'
6'
2'
24" DIAMETER PIER @ 6'-0"
WITH (6) #5 VERTICAL
3 L-4.4 TRELLIS POST BASE
24" DIAMETER PIER @ 6'-0"
WITH (6) #5 VERTICAL

TRELLIS POST BASE
24" DIAMETER PIER @ 6'-0"
WITH (6) #5 VERTICAL
3 L-4.3
STONE VENEER4
STONE:

STYLE: PRO-FIT MODERA LEDGESTONE
COLOR: INTAGLIO
AVAILABLE:

CULTURED STONE
WWW.CULTURED STONE.CA
800.977.8663
STONE VENEER, ABOVE4
L-4.4
STEEL TUBE POST - 6 X 6
1 1
2" TYPICAL
TRELLIS POST5 SCALE: 1"=1'-0"
4 X 8 X 16 PRECISION CMU,

ALTERNATE PATTEN AS STAKED
WITH #4 REBAR AT CORNERS(4)VERT.

STONE VENEER4
L-4.4
TRELLIS POST BASE, BELOW3
L-4.3
STONE VENEER4
L-4.4
STONE VENEER4
L-4.4
6 X 6 BOX STEEL TUBE POST.

STEEL PLATE CAP
BENCH2 BENCH
TABLE
1 1
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

CONSTRUCTION

DETAILS
NOTES:

1. WOOD SHALL BE FSC 100% IPE

2. METAL SHALL BE BLACK TEXTURE POWDER COAT

3. BENCH SHALL BE SURFACE MOUNTED
NOTES:

1. WOOD SHALL BE FSC 100% IPE

2. METAL SHALL BE BLACK TEXTURE POWDER COAT

3. BENCH SHALL BE SURFACE MOUNTED
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

CONSTRUCTION

DETAILS
BIKE RACK1
NOTES:

1. COLOR SHALL BE BLACK TEXTURE
LADDER PADS2
3'
6'

PEDESTRIAN PAVING,

MEDIUM BROOM FINISH
1 L-4.1
CONTROL JOINT @ MID-POINT4
L-4.1
SCALE: 1"=1'-0"

PLANTING

PLANTING
2% SLOPE, MIN.

TOWARD THE STREET
3'
6'

PEDESTRIAN PAVING,

MEDIUM BROOM FINISH,
1 L-4.1
EXPANSION JOINT3
L-4.1

PLANTING

STAND ALONE PAD OVER LAPS PROPOSED WALKS

PLANTING
2% SLOPE, MIN.

TOWARD PLANTING

PROPOSED PEDESTRIAN WALK
NOTES:

1. LADDER PAD PAVING SHALL MATCH

ADJACENT PAVING IN COLOR AND
FINISH.

2. BEFORE CONSTRUCTION, LADDER

PAD LOCATIONS SHALL BE STAKED IN

THE FIELD AND VERIFIED AND

APPROVED BY A REPRESENTATIVE OF

THE CITY OF MOUNTAIN VIEW FIRE
DEPARTMENT.

PRECAST PAVERS: VEHICULAR
SCALE: 1"=1'-0"3 16"
8"
9" N0. 57 STONE OPEN-GRADED BASE, PER

MANUFACTURE'S SPECIFICATIONS
8"

CONCRETE BAND -SET FLUSH WITH TOP OF PAVERS
CONTROL JOINTS @ 15' (5 M) OC.

FINISH: MEDIUM BROOM FINISH
COLOR: MATCH CONCRETE CURBS AND GUTTERS
#3 REBAR, CONTINUOUS, CENTER HORIZONTAL

VEHICULAR HYDRO-FLO PAVERS,
ASTM C33 FINE AGGREGATE JOINT MATERIAL

NATIVE SOIL SUBGRADE

VEHICULAR PAVING
HYDRO-FLO TEXTURED ESTATE PAVERS (80MM)
AVAILABLE: PACIFIC INTERLOCK PAVERS
408.379.1436
COLOR: B12 SUMMIT SUNRISE
PATTERN: ES ASHLAR PW
1"-2" NO. 8 AGGREGATE BEDDING COURSE
3" NO. 2 DRAIN STONE SUB BASE, PER

MANUFACTURE'S SPECIFICATIONS
TENCRATE MIRAFI 160N NON WOVEN FABRIC
4"
L-6.0

PLANTING NOTES
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

PLANTING NOTES

1. The scope of the planting work includes, but is not limited to the following:

A. Ordering and delivery of the plant materials to site.

B. Soil preparation and conditioning.

C. Fine grading of all landscape areas, including supplying and installing amendments or imported topsoil as described on the drawings and as required by the recommendations of the soils testing report.

D. Coordination of additional drainage work as shown on the drawings.

E. Soil Testing by Landscape Contractor.

F. Installation of plant materials.

G. Ninety (90) day maintenance period.

H. Replacement of all unsatisfactory plant materials.

I. Final Approval
J. Warranty

2. The Landscape Contractor shall notify the site contractor and Landscape Architect of any discrepancy between the Drawings and/or Specifications and actual conditions. Specifications shall take precedence. No work shall be done in any area where there is such a discrepancy until the discrepancy has been clarified and a written response has been given by the Landscape Architect.

3. All work shall be performed by peons familiar with planting work and under supervision of a qualified planting foreman.

4. Within 30 days after award of contract the Landscape Contractor shall arrange with a nursery to obtain all plant materials noted on the plans and have them available for inspection by the Owner and the Landscape Architect. Upon approval of the plant material, the contractor shall purchase the material and have it segregated and grown for the job. The deposit necessary for such contract growing (if required) is to be born by the Landscape Contractor. If travel is required by the L.A. to inspect plant material, cost of travel shall be at the contractor's expense.

5. The Landscape Contractor shall arrange and pay provide for 4 (four) sustainable agricultural suitability and soil fertility tests to be performed on the rough graded soil. Two test shall include soil samples taken at a depth of 18".

Two test shall include samples of soil taken at between 6" and 12". The Landscape Architect shall approve of the soil testing lab in advance. The soil lab shall make recommendations for use of organic and locally available amendments. Locations for soil samples shall be determined by the Landscape Architect. Soil amendments shall be thoroughly and evenly incorporated into the top 12" of all planter and lawn areas. After amendment, the soil shall have an organic content of 5.0% min. The results of these tests shall be reviewed by the Owner, General Contractor and the Landscape Architect for a decision prior to amending the soil. This analysis shall be conducted and paid for by the Landscape Contractor. Recommendations for amendments contained in this analysis are to be carried out before planting occurs. Such changes are to be accompanied by equitable adjustments in the contract price if/when necessary.

For bid purposes include:

A. 6 cubic yards of Composted Greenwaste/Thousand Sq. Ft.

B. 10 pounds of Soil Sulfur /Thousand Sq. Ft.

6. All trees are to be staked or guyed as shown in the staking/guying diagrams (see Planting Plan sheets). Contractor shall establish one in place example of each for approval by the Landscape Architect. Cut stake height as directed by the Landscape Architect.

7. The Landscape Contractor shall be responsible for providing all plant material indicated on the plans, unless otherwise directed in writing. Contractor to submit unit quantities and unit costs as a part of his bid. Cost for additional plants requested and approved by Owner and/or Landscape Architect will be based on this bid unit price.

8. Plant locations are diagrammatic and are to be adjusted in the field as necessary to screen utilities but not impede access.

9. The Landscape Architect reserves the right to make substitutions, additions, and deletions in the planting scheme as he feels necessary while work is in progress. Such changes, with written authorization, are to be accompanied by equitable adjustments in the contract price if and when necessary.

10. All ground cover planting areas and plant pits shall be top-dressed with 3" layer of "Walk-On" mulch, a shredded fir bark product or shredded cedar bark mulch. Submit sample to Landscape Architect for approval prior to ordering.

Material shall not be a redwood product.

11. The planting backfill mix shall consist of 75% (by volume) native topsoil (with no rocks larger than 2'' diameter) mixed with 25% approved soil amendment.

12. Materials Delivery and Storage: Manufactured materials shall be delivered in original container with brand and maker's name marked thereon. Materials in broken contained or showing evidence of damage will be rejected and must be immediately removed from the site. Odorous materials shall not be brought to the site until they are to be used.

13. Contractor shall provide dust alleviation and control measures during the course of the work to the Owner's satisfaction at no additional costs to the contract.

PLANTING NOTES (CONTINUED)

18. Establishing Maintenance Period:

A. Start of Maintenance - Establishment and Maintenance period shall not start until all elements of the landscape construction, including planting and irrigation for the entire project are complete. Project will not be segmented into maintenance phases, unless specifically authorized in writing by he Owner's Authorized Representative.

B. Request an inspection to begin the Establishment and Maintenance period after planting and related work has been completed in accordance with the Contract Documents. All planting shall be complete at the time of inspection. If such criterion is met to the satisfaction of the Owner's Authorized Representative and the Landscape Architect, written notification shall be issued to he Contractor to start the Establishment Maintenance period, noting the effective beginning and ending date of completion.

19. Plant Establishment & Maintenance:

A. Protection: Work under this Section shall include complete responsibility for maintaining adequate protection for all areas. Any area damage by the maintenance contractor, including paved areas, shall be repaired at no additional expense to the Owner.

B. Continuously maintain all plantings in areas included in the Contract from the beginning of the Contract work, during the progress of work, and for a period of 90 days after certified completion of all work until final acceptance of all contract work. Maintenance shall be performed at intervals of not more than ten (10) days.

C. Scope: Continuous maintenance and operations of the irrigation system, cultivating, weeding, trimming, pruning, adjustment of planting depth, fertilizing, spraying, and debris removal and clean-up, insect, pest, fungus, and rodent control, and any other operations are to be included in this scope of work to assure healthy, normal growth.

D. Fertilizing:

1.Fertilize all planting with he following or as noted in the required Horticulture Soils Report. At the end of the fit 30 day and at 30 day intervals, apply top dress fertilizer. The fertilize shall be 16% nitrogen, 6% phosphoric acid, 8% potash unless otherwise specified in the soils report. Fertilizer shall be mixed by a commercial fertilizer supplier.

2.After application, water fertilizer thoroughly into the soil.

3.Avoid applying fertilizer to the rootball or base of main stems; rather, spread evenly under the plant drip line.

E. Weed Control
Weeding, Cultivating, and Cleanup: Planting areas shall be kept neat and free from weeds and debris at all times and shall be manually weeded at not more than 10-day intervals. Said areas shall be weed free at the end of the Maintenance Period. Apply pre-emergent weed control per city standards, verify compatibility of herbicide with the plant material. Do not use material which inhibits specified plant material's growth.

F. Tree and Shrub Care

1. Maintain large enough basin around plants so hat enough water can be applied to establish moisture throughout the major root zone. When hand water, use a water wand to break the force. maintain mulch at a depth of 2" minimum depth to reduce evaporation and frequency of watering.

2. Pruning Trees: Prune trees to develop permanent scaffold branches that are smaller in diameter than the trunk or branch to which they are attached; which have vertical spacing from 18" to 48" and radial orientation so as not to overlay one another, to eliminate diseased or damaged growth; to eliminate narrow V-shapped branch forks that lack strength; to reduce toppling and wind damage by thinning out crowns to maintain growth within space limitation; to maintain a natural appearance; to balance crown with roots.

3.Trees shall not be topped and shall be allowed to grow to the full genetic height and habit. Under no circumstance will striping of lower branches(raising-up) of young trees be permitted. lower branches shall be retained in a "tipped back" or pinched condition with as much foliage as possible to promote caliper trunk growth(tapered trunk). Lower branches can be cut flush with he trunk only after the tree is able to stand erect without staking or other support. Remove sucker growth if deemed appropriate by the Owner's authorized representative.

4.Thin out evergreen trees and shape when necessary to prevent wind storm damage. The primary pruning of deciduous trees shall be done during the dormant season. Prune damaged trees or those that constitute health or safety hazards at anytime of the year as required to eliminate unsafe conditions.

5.Trimming Shrubs: The objective of shrub pruning is the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design and directed by the landscape architect.

Make pruning cuts at lateral branches or buds or flush with the trunk. "Stubbing" will not be permitted.

6.Staking and Guying: Remove stakes and guys as soon as they are no longer needed. Periodically inspect stakes to prevent girdling or rubbing that causes bark wounds. Replace broken stakes and ties with specified materials. All stakes shall be removed at one year after completed installation, if not sooner.

G. Replacements: The contractor shall replace any plant materials that die or are damaged. Replacement shall occur within seven (7) days of plant death or damage. Replacements shall be made to the same Specifications as required for original plantings.

PLANTING NOTES (CONTINUED)
H. At the termination of the Maintenance Period, all plant materials shall be alive, healthy, undamaged, free from infestations, and in flourishing condition. Plantings that do not conform to Specifications shall be replaced and brought to a satisfactory condition before final acceptance of the work can be made.

20. Following the 90 day Maintenance Period, there will be a final inspection by the Owner, Landscape Architect, and the City Representative. Items noted during the final inspection as not in accordance with the maintenance requirements shall be corrected by the Contractor prior to Final Acceptance of the landscape work.The 1 year warranty period shall begin with the Final Acceptance and the Owner's acceptance of the project. A letter documenting Final Acceptance, signed by the Owner's Authorized Representative, the Contractor and the Landscape Architect shall be issued, with the starting date and the completion date of the warranty period.

21. Warranty
A. Trees, shrubs, groundcover and other plant materials shall be guaranteed to take root, grow and thrive for a period of one year after acceptance of the Work by the Owner. Plant materials which do not thrive as the direct result of the installation procedure or maintenance practices during the maintenance period of the installing contractor shall be replaced by the installing contractor. This shall be as determined by the Owner.

B. Plant materials which fail as the result of poor maintenance practices after acceptance of the landscape by the Owner (at the end of the maintenance period) shall be the responsibility of the Owner's maintenance contractor.

C. Trees or other plant materials that die back and lose the form and size originally specified shall be replaced, even though they have taken root and are growing after the die-back.

D. Within fifteen days of written notification by the Owner, remove and replace warranted plant materials which, for any reason, fail to meet requirements of Warranty. Replacements shall be made to the same Specifications required for original materials and shall carry the same Warranty from the time they are replaced.

22. The intent of the layout design and planting is to establish a high quality landscape installation. Future plant growth should require minimum trimming, thinning and pruning of the plant materials. Plant spacing is designed to allow for natural full growth and should not need the removal of some plant materials if over crowding occur. The planting installations will require maintenance and management, by knowledgeable and trained personnel, to assure a quality project.

23. Water Efficient Ordinance / AB 1881 Requirements
A. This project requires compliance with AB 1881, Model Water Efficient Landscape Ordinance, the Maintenance contractor shall provide the following:

1. Irrigation schedule based on ET weather -based data and information on the drawings;

2. A regular landscape maintenance schedule;

3. An irrigation audit report of he newly installed irrigation system;

4.Copy of the horticultural soils report per the Planting Note 5, this sheet.

B. Penalties by a governing agency for non-compliance and over-water use during the landscape maintenance period shall be the responsibility of the maintenance contractor.

C. See the Irrigation Notes on sheet L-5.0

20. Irrigation System:

A. The Landscape Contractor shall arrange a meeting with the manufacturer's representative of the irrigation controller to train the maintenance personnel on the controller's proper use. Controller charts and as-builts of the planting and irrigation plans shall be given to the Owner at the end of the maintenance period.

B. Set and program automatic controller per irrigation schedule. Give the Owner's authorized representative, keys to each controller and written instructions on how to turn the system off in case of emergency.

C. Check system weekly fir proper operation and coverage.Lateral lines shall be flushed out after removing the bubbler or two at the end of the lateral.

D. Repair damages to irrigation system at Contractor's expense. Make repairs within one watering period.

25. Drainage System
A. All drains in landscaped areas, subsurface drain lines and grates shall be kept free and clear of leaves, litter and debris to ensure proper and free flow of water.

B. Drain lines shall be periodically flushed with clean water to avoid build up of silt and debris.

C. Ensure that at the end of Maintenance period, drainage system is clean and free of debris and silt build up.

26. Debris Removal
Remove trash in the landscape areas and debris generated by landscape maintenance operations and legally dispose of offsite.

PLANTING NOTES (CONTINUED)

12. Plant Material Specifications and Quantities: Plant materials shall be furnished in quantities required to complete the work as indicated on the drawings and shall be of species, kinds, sizes, spacing, etc., specified in the drawings herein.

A. Plant material shall conform with American Association of Nurserymen Standards, ANSI Z60.1, in all ways.

B. Nomenclatures: Plant Names listed on drawings conform to Standardized Plant Names established by American Joint Committee on Horticultural Nomenclature, except that for names not covered therein, the established custom of naming plants by the nursery trade shall be followed.

C. Right of inspection for approval or rejection is reserved at the place of growth or on the project site at any time upon delivery or during the work.

Plants shall be inspected for size, variety, condition, defects, or injury.

Notify the Landscape Architect as to place of growth for inspection of plants within one month of award of contract.

D. No plant shall be bound with wire or rope at any time so as to damage the bark or break branches.

E. Dimensions: If applicable, height and spread of specimen plant materials are specified on the drawings. Measurements shall be made with materials in normal position without support of branches. Plants specified by container size shall be equal in size to similar plants in local retail nurseries.

F. Plants shall not be pruned prior to delivery, except as authorized by the Landscape Architect.

15. Fine Grading and Soil Preparation:

A. The current site is at final grade. The contractor shall maintain existing grading and ensure positive drainage away from the building foundation.

B. All planting areas shall provide positive runoff at a minimum 2 percent slope without pockets or low points.

C. All planting areas shall be cleaned of weeds and debris prior to any soil preparation or grading work. Noxious weeds and grasses shall be removed by the roots wherever they are found at any stage of the work.

Weeds and debris shall be disposed of off the site. Contractor shall meet with Landscape Architect before removing any existing shrubs and groundcover.

D. Soil contaminants by cement, paint, plaster, herbicides, or other construction debris shall be removed from the site and replaced with soil at no extra cost to the Owner. Replacement soil shall be reviewed by the Landscape Architect prior to placement.

E. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur nor when it is so dry that there will be dust in the air or that clods will not readily break. Water shall be applied, if necessary, to bring soil to an ideal moisture content for planting.

16. Planting Procedures:

A. The final installed locations and sizes of the proposed utilities may vary.

The landscape architect shall be on-site for final plant placement to maximum screening of utilities, including backflow devices, gas mete, and above ground boxes. Screen planting shall not block required maintenance access to transformer and mete.

B. Do not install plant materials until all exterior construction work has been completed and sprinkler systems have been installed and tested.

Planting areas shall have been graded and prepared as specified and shall be approved by the Landscape Architect.

C. Install drainage well in tree pits which do not drain. Fill tree pits with 18" of water and let settle for 24 hours. Pits with 12" or more of standing water shall have an 8" diameter by 36" deep well filled with drain rock (below bottom of plant pit). Cover top of well with a 24" square piece of filter fabric. Install per written authorization by the Owner. Provide a unit price quote per tree in the bid.

D. Before excavation, plants in container shall be placed as indicated on the planting plan bringing any conflict with underground utility lines to the attention of the Landscape
E. Excavate square shaped and vertical sided holes to the sizes and depths indicated on the Drawings. Scarify the sides and bottom of all holes.

F. Remove container, including boxes, prior to backfilling.

G. Verify that plants are not root bound or girdled, and that the primary leader is intact.

H. Remove any solid rock encountered to a depth of not less than 2 feet below the bottom of plant container. If existing conditions prevent this, bring the condition to the attention of the Landscape Architect for a solution.

I. Backfill the planting holes with the special backfill mix herein specified, see Planting Note11.

J. Water-settle backfill areas thoroughly or compact by other approved method after planting so plants do not settle.

K. Place "Best" products fertilizer tablets or Agriform Plant Tablets in holes, per manufacturer's written recommendations, at the following rates:
1-Gallon Container: 2 tablets @ 21 grams.
5-Gallon Container: 4 tablets @ 21 grams.

Larger sized plants per manufacturer's recommendations

17. Inspections
Notify Owner's Authorized Representative at least seven (7) days in advance of an anticipated inspection. Inspections are as follows.

A. Commencement of Establishment and Maintenance work.

B. At thirty (30) day intervals through the maintenance period.

C. Completion of the Establishment and Maintenance work - Final walk-through, ten (10) days before the end of the maintenance period

SIERRA VISTA AVENUE

COLONY STREET

EXCELL COURT
Mercedes Court
Mercedes Court
Mercedes Court
UP
7 10
EC

ACACACACACAC AC
AC
AC
AC
ACAC
AC
AC
AC
AC
ACAC
AC

IRRIGATION METER

AND BACKFLOW,

POINT OF CONNECTION
PORCH,

SAD PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
PORCH,
SAD
AC
14 MD
8 MD
8 MD
8 MD
8 MD
8 MD

PORCH,SAD

PORCH,SAD
PORCH,
SAD
PORCH,
SAD
PORCH,

SAD PORCH,
SAD
PORCH,
SAD
STREET TREE NOTE:

1. STAKE TREE LOCATIONS IN ADVANCE OF PLANTING, FOR APPROVAL BY CITY REPRESENTATIVE. ALL TREES SHALL BE PLANTED 5' (HORIZONTALLY)

MINIMUM FROM ALL UNDERGROUND UTILITIES,
10' (HORIZONTALLY) FROM SANITARY SEWER LINES, DTL. 1, SHT. L-6.1

2. ALL STREET TREES AND ANY OTHER TREES LOCATED WITHIN THE SIGHT TRIANGLES SHALL BE LIMBED UP TO 6' MINIMUM.

SOD LAWN
SEE DTL. 1
SHT. L-6.3

TRANSFORMER, SED

TRANSFORMER, SED
STREET TREE NOTE:

1. STAKE TREE LOCATIONS IN ADVANCE OF PLANTING, FOR APPROVAL BY CITYREPRESENTATIVE. ALL TREES SHALL BE PLANTED 5' (HORIZONTALLY)MINIMUM FROM ALL UNDERGROUND UTILITIES,10' (HORIZONTALLY) FROM SANITARY SEWER LINES, DTL. 1, SHT. L-6.1

2. ALL STREET TREES AND ANY OTHER TREES LOCATED WITHIN THE SIGHTTRIANGLES SHALL BE LIMBED UP TO 6' MINIMUM.

IRRI. CONTROLLER.

SEE SHEET L-5.1

SAFETY TRIANGLE

SAFETY TRIANGLES

SAFETY TRIANGLES
--
EG
--
EG
6 TT
4 GF
4 RK
8 SA
3 AR4
AR
25 ID
3 AS
18 HA
14 GF
10 MD
6 QT
13 SC
4 LA
2 CC
12 MD
27 MD
4 GF26
MD
1 CC
5 HA
5 HA
3 QD
7 SA
10 GF
4 LF
1 AH
1 AH
1 LF
8 GF
2 LF
1 LF
9 EC
1 AH9
GF
26 AM
2 LF
1 AH 9
GF
28 AM
2 LF
1 AH
1 LF
1 AH
2 GF
3 LF
10 GF
--
AE
--
AE
--
AE
--
AE
--
AE
2 MR
1 CI
8 ID
12 ID
3 CI
4 CI
14 ID
16 ID
5 CI
4 AS
2 RK
2 AR
7 AS
6 MR
19 AM
4 MR
5 MR
1 AH
4 LF
13 GF
7 AS
1 AH
1 AH
3 LF
8 SC
3 LF
1 AH
8 SC
18 AM
1 LF
1 LF
21 ID
2 MR
1 CC
4 GF
5 ID
5 ID
10 AM
7 MR
1 CC
5 GF
10 AS
6 SC 6
SC
4 CI
4 CI
22 ID
16 ID
2 RK
18" o.c.
18" o.c.
2 RK
3 SA
25 MD
28 MD
6 AS
14 JP
1 LF
7 EC
2 LF
6 GF
1 AH4
GF
12 EC
1 AH8
GF2
LF
9 EC
7 AS
3 AM
3 RK
3 CC
5 SA
138
JP
19 EC1
AH3
GF 1
CC5
AD
1 CC
9 GF
--
AE
--
BP
--
BP
--
BP
--
BP
--
BP
--
BP
--
AE
8 CV
8 CV
8 CV
8 CV
8 CV
8 CV
8 CV
6 SP
7 GF
87 AM
25 SB
3 CI
30 JP
16 AM
36 MR
4 CI
6 ID
1 CI
L-6.1

PLANTING PLAN
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
320 16 48
SCALE: 1/16" = 1'-0"
8 Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

PLANT LIST
Qty. Sym. Size WUCOLS Botanical Name Common Name Notes
Native Trees:
5 AR 24" box Mod Acer rubrum ‘Armstrong’ Columnar Red Maple Native 10'-15'T x 10'-15'W 4 LA 24" box Low Lyonothamnus floribundus ssp. aspleniifolius Fernleaf Catalina Ironwood Native 40' T x 15-20' W 3 AM 24" box Low Arbutus ‘Marina’ Marina Strawberry Tree Native 20'-40' T x 20'-30' W 3 QD 24" box Low Quercus douglasii Blue Oak Native 50' T x 40'-50' W 6 QT 24" box Low Quercus tomentella Island Oak Native 25'-50'' T x 25'-40' W Non-Native Trees
7 UP 24" box Low Ulmus propinqua ‘JFS-Bieberich’ Emerald Sunshine® Elm Limb up to 6' min. 6 TT 24" box Low Tilia tomentosa 'Sterling' Sterling Silver Linden Limb up to 6' min. 21 Total Native Trees
13 Total Non-Native Trees (Approved Street Trees)
Native Shrubs:
13 AH 15 gal. Low Arctostaphylos manzanita ‘Dr. Hurd’ Manzanita Native 45 AS 5 gal. Low Arctostaphylos ‘Sunset’ Sunset Manzanita Native 10 CC 15 gal. Low Ceanothus 'Concha' Concha California Lilac Native 133 GF 5 gal. Low Galvezia speciosa ‘Firecracker’ Island Snapdragon Native 28 HA 15 gal. Low Heteromeles arbutifolia Toyon Native
33 LF 5 gal. Low Lepechinia fragrans Fragrant Pitcher Sage Native 64 MR 1 gal. Low Mahonia repens Creeping Mahonia
14 RK 5 gal. Low Ribes sanguineum 'King Edward VII' King Edward VII Flowering Currant Native 23 SA 5 gal. Low Symphoricarpos albus laevigatus 'Tilden Park' Tilden Park Common Snowberry Native 41 SC 5 gal. Low Salvia clevelandii ‘Winnifred Gilman’ Winnifred Gilman Cleveland Sage Native 25 SB 5 gal. Low Salvia x ‘Bee’s Bliss’ Bee's Bliss Sage Native

PLANT LIST
Qty. Sym. Size WUCOLS Botanical Name Common Name Notes
Non-Native Shrubs
21 CI 25" box Low Cupressus sempervirens ‘Dwarf Compacta’ Dwarf Italian Cypress 56 CV 5 gal. Low Callistemon viminalis ‘Little John’ Dwarf Bottlebrush Native Herbaceous:
233 AM 1 gal. Low Achillea millefolium ‘Sonoma Coast’ Sonoma Coast Yarrow Native 180 ID 1 gal. Low Iris douglasiana Purple Douglas Iris Native Native Grasses:
182 JP 1 gal.. Low Juncus patens ‘Elk Blue’ California Gray Rush Native 92 MD 5 gal. Low Muhlenbergia rigens Deer Grass Native
Non- Native Grasses:
56 LB 5 gal.. Low Lomandra longifolia ‘Breeze LM300’ Dwarf Mat Rush Native Groundcovers:
xx AE 1 gal. Low Arctostaphylos ‘Emerald Carpet’ Emerald Carpet Manzanita Native xx BP 5 gal. Low Baccharis pilularis 'Twin Peaks' Dwarf Coyote Bush Native XX EG 1 gal. Low Erigeron glaucus 'Sea Breeze' Sea Breeze Seaside Daisy Native xx EC 1 gal. Low Epilobium c. var. latifolium 'Everett's Choice' Everett's California Fuchsia Native 1128 Total Native Shrubs, Ferns, Grasses
136 Total Non-Native Shrubs, Ferns, Grasses

TREE STAKING DETAIL
N.T.S1
NOTE:

LIMB UP ALL STREET TREES,
CLEAR LIMBS TO 6' ABOVE GRADE
1149 Total Native Plants 89%
149 Total Non-Native Plants 11%
1298 Total Plants 100%
All C-3 Stormwater treatment planting
complies with Appendix D of the SCVURPPP

PLANT SPACING

PLANT QUANTITY CHART
A B # PLANTS / S.F.
6" O.C.
8" O.C.
9" O.C.
12" O.C.
15" O.C.
18" O.C.
24" O.C.
30" O.C.
36" O.C.
48" O.C.
72" O.C.

5.20"

6.93"

7.79"

10.40"

13.00"

15.60"

20.80"

26.00"

30.00"

40.00"

62.35"

4.60 2.60

1.78 1.15

0.74 0.51

0.29 0.18

0.12 0.17

0.04 N.T.S2

SEE GROUNDCOVER PLANT LIST FOR SPACING OF
MASSED PLANTS. THIS DIAGRAM IS FOR
INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS

RESPONSIBLE FOR ASSURING PROPER COVERAGE AND
PLANT COUNTS BASED ON SPECIFIED SPACING.

PLANT LOCATION

PLANT SPACING DIAGRAM

THIS DIAGRAM DISPLAYS THE PROPER

SPACING OF GROUNDCOVERS AND MASSED
SHRUB PLANTINGS. PLANTS ARE SHOWN
EQUIDISTANT FROM EACH OTHER.

B
A
A A
2' MIN.

EDGE OF PAVEMENT
SCALE: N.T.S.

TYPICAL TREE ROOT BARRIER
5' 5'
3' MIN.

TYPICAL TREE STAKING OR GUYING DETAIL

SIDEWALK, SCD

ROOT BARRIER
NOTES:

ROOT CONTROL BARRIER PANELS SHALL BE REQUIRED WHERE TREE IS 10' OR LESS FROM

EXISTING OR FUTURE SIDEWALKS, CURBS, OR BASE OF BUILDINGS EWING STANDARD PLANTER, UNIVERSAL PLANTER OR DEEP ROOT BARRIER UB-24-2 OR EQUAL MAY BE USED.

LENGTH OF ROOT BARRIER = 10' CENTERED ON TREE.

INSTALL PER MANUFACTURE SPECIFICATIONS.
15 GAL TREE

TREE STAKING DETAIL
N.T.S

PREVAILING WIND
1X6 BOARD, WITH CARPET PADDING.

PLAN VIEW

APPROVED RUBBER AND WIRE TREE TIE,
SECURE TO STAKE WITH NAIL OR STAPLE.

PLACE UPPER TIE 6" ABOVE THE LOWEST

POINT ON THE TRUNK WHERE IT CAN BE

HELD TO THE UPRIGHT POSITION WHEN
BENT OR DEFLECTED. REDWOODS TO BE
STAKED IN SIMILAR MANNER.
(2) 2" DIA. PRESSURE TREATED TREE STAKE,
MIN. 30" DEEP, TRIM TO AVOID BRANCH
DAMAGE.

PLANT PIT TO BE SQUARE, DEPTH AS
REQUIRED PER NOTES.

FOR BACKFILL AND FERTILIZER SEE PLANTING
NOTES SHEET 39

PLANT ROOTBALL, SCARIFY BALL, SET BALL

ON BOTTOM OF PLANT PIT
IF REQUIRED, INSTALL A 4" DRAINAGE CHIMNEY,

FILL WITH DRAIN ROCK TO DRAIN PIT,
NOTES:

1. TREE SHALL BE 15 GAL. MIN.

2. ROOT CONTROL BARRIER PANELS SEE PLAN VIEW DETAIL ABOVE.

3. TREES SHALL BE APPROVED WITH AUTOMATIC IRRIGATION SYSTEM - SEE

IRRIGATION PLANS

4. ROOT BARRIERS SHALL NOT BE CUT.

CARPET WRAP
4" HIGH WATERING BASIN WITH
3" APPROVED MULCH LAYER
planting
paving
5 EXISTING DRAIN AS SOON ON CIVIL'S PLANS

SWALE PLANTING DETAIL
N.T.S3

SEE CIVIL'S PLAN FOR BIO SWALE

CONSTRUCTION DETAIL

UN-COMPACTED SOIL

SET PLANTS IN THE FLOW LINE,

TO SLOW THE FLOW OF RUNOFF

FINISHED GRADE

SHRUB PLANTING DETAILS
5 GALLON SHRUB
4" BERM

ROOTBALL

AGRIFORM PLANTING TABLETS

PER MANUFACTURE'S RECOMMENDATION

FILL AROUND ROOT BALL WITH A

MIXTURE OF SOIL AMENDMENT
AND EXCAVATED SOIL. MIXTURE:
70% EXCAVATED SOIL+
30% SOIL AMENDMENT
2x DIA OF

ROOT BALL

ROOTBALL
PIT BOTTOM:

RAISE SLIGHTLY FOR PROPER DRAINAGE
PLANTING MIXTURE:

PROVIDE SPECIFICATIONS FOR BACKFILL;

CROWN, THEN FILL TO REDUCE SETTLING
NOTES:

1. PROVIDE CITY WITH PLANTING
MIXTURE SPECIFICATIONS.

2. PLANTER AREA SHALL HAVE

PRE-EMERGENT HERBICIDE APPLIED

BEFORE PLANTING TO PREVENT
GERMINATION OF WEED SEEDS.

EARTH SAUCER:

INNER DIAMETER AS WIDE AS ROOT BALL, 4"
DEEP
1/2" DEPTH MULCH
1 GALLON SHRUBPLANTING DEPTH:

TOP OF ROOTBALL 1"
ABOVE FINISH GRADE.

PLANT NO DEEPER THAN

GROWN IN NURSERY
PIT SIZE:

TWICE AS WIDE AS THE

ROOTBALL
PLANT CROWN 2" ABOVE

GRADE FOR SETTLEMENT
MULCH TOP 3" WITH

SOIL AMENDMENT

SCARIFY SIDES IF

AUGER IS USED

SCARIFY HOLE
(BOTTOM AND SIDES)

GROUNDCOVER PLANTING
PLANT
EQ.

EQ.

TRIANGULAR SPACING
(REFER TO PLANT LEGEND)

COMPACT SUBGRADE
6" TILLED SOIL WITH AMENDMENT
2" FIR BARK MULCH
1/2" TO DUST

ROOTED CUTTINGS
1 4

AGRIFORM PLANTING TABLETS

PER MANUFACTURE'S RECOMMENDATION
L-6.2
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
320 16 48
SCALE: 1/16" = 1'-0"
8 Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

PLANTING DETAILS
FERTILIZER6
SOD7

SIERRA VISTA AVENUE

COLONY STREET

EXCELL COURT
Mercedes Court
Mercedes Court
Mercedes Court
March 24, 2025
of 61
24-308
BY DATEREVISIONSNO.

KTL KTL KTL
Planning Submittal
828-836 Sierra Vista Avenue,
1975 -1979 Colony Street
Mountain View, Santa Clara County, California
Date: Scale:

Checked:

Sheet:

Sheets
Design:Job: Drawn:

North:

Scale:Scale:

1. No existing trees on site, see Arborist's report.

2. Utility lines, boxes and PUE are shown in red.

3. The project site is 42,624 sq. ft.

L-8.0

TREE CANOPY
PLAN
1 TREE CANOPY AT MATURITY Off-Site Existing Canopy 1,300 sq. ft.

On-Site Existing Canopy 0 sq. ft.

Proposed 4,176 sq. ft.

Total 5,476 sq. ft. 12.8 % Site Coverage

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MOUNTAIN VIEW, CA
10/27/17
HEC
07890
GB-1

GREEN BUILDING CHECKLIST

COLONY STREET

MOUNTAIN V

Mountain View City CouncilSeptember 9, 2025

Mountain View City Council
September 9, 2025