Development Plans — City Council and Authorities Concurrent, January 25, 2022

3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A1.1

TITLE SHEET
ARCHITECTURAL:

A1.1 TITLE SHEET
A1.2 FIRE ACCESS DIAGRAM
A1.3 TRASH DIAGRAMS
A2.1 GROUND FLOOR PLAN
A2.2 SECOND FLOOR PLAN
A2.3 THIRD FLOOR PLAN
A2.4 FOURTH FLOOR PLAN
A2.5 FIFTH FLOOR PLAN
A2.6 SIXTH FLOOR PLAN
A2.7 ROOF PLAN
A2.8 TYPICAL UNIT PLANS - 1BD
A2.9 TYPICAL UNIT PLANS - 2BD
A2.10 TYPICAL UNIT PLANS - 3BD + 4BD
A3.1 BUILDING ELEVATIONS
A3.2 BUILDING ELEVATIONS
A3.3 BUILDING ELEVATIONS
A3.4 BUILDING ELEVATIONS
A3.5 BUILDING SECTIONS
A3.6 BUILDING SECTIONS
A3.7 BUILDING SECTIONS
A4.1 BUILDING PERSPECTIVE
A4.2 COLORS + MATERIALS
A4.3 CODE COMPLIANCE - ALLOWABLE

AREA CALCULATIONS
SHEET INDEX:

DEVELOPER:
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PROJECT TEAM:

THE MERIDIAN THIRD PLANNING DEPARTMENT SUBMITTAL
PROJECT DATA SUMMARY:

PROJECT DATA SUMMARY
PROJECT NAME:

LOCATION:

PROJECT NUMBER:

CLIENT:

APN:

GP DESIGNATION:

ZONING/DEVELOPMENT STANDARDS:

HEIGHT:

CONSTRUCTION TYPE:

OCCUPANCY TYPE:

ACREAGE: Acres

0.58 TOTAL: 0.58
Percentage
BUILDING COVERAGE: 72%
TOTAL:

RESIDENTIAL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

COMMERCIAL/OFFICE:

PARKING:

TOTAL:

GROUND LEVEL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

COMMERCIAL/OFFICE:

PARKING:

TOTAL:

PODIUM LEVEL:

RESIDENTIAL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

TOTAL:

PODIUM LEVEL:

OUTDOOR COURTYARD*
THIRD LEVEL:

RESIDENTIAL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

TOTAL:

FOURTH LEVEL:

RESIDENTIAL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

TOTAL:

FITH LEVEL:

RESIDENTIAL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

TOTAL:

SIXTH LEVEL:

RESIDENTIAL:

COMMON / AMENITY:

CIRCULATION:

UTILITY:

TOTAL:

UNIT MIX
UNIT 1A (531 GROSS SF):

UNIT 1B (587 GROSS SF):

UNIT 1C (608 GROSS SF):

UNIT 2A (800 GROSS SF):

UNIT 2B (821 GROSS SF):

UNIT 2C (842 GROSS SF):

UNIT 3A (1077 GROSS SF):

UNIT 3B (1100 GROSS SF):

UNIT 4A (1295 GROSS SF):

UNIT 4B (1315 GROSS SF):

TOTAL:

Ratio # of units Total
1-BD: 1 10 10
2-BD: 1.5 20 30
3-BD: 1.5 24 36
4-BD 1.5 5 8
TOTAL:

Ratio # of units Total
ALL UNITS: 0.5 59 30
TOTAL:

RESIDENTIAL STANDARD STALLS:

RESIDENTIAL COMPACT STALLS:

ACCESSIBLE STALLS:

TOTAL:

CLASS I - SECURED PARKING

CLASS II - SHORT TERM
TOTAL:

No maximum height per zoning section 18.22.250
2,630
2,630

BIKE PARKING PROVIDED (SPACES)

12.13.2021
14,068
11,114
484

GROSS BUILDING AREAS PER FLOOR (SF)
88,087
2,183
10,141
1,140
8 ± 36
± 28
2,150
320
13,490
Square Feet
1 59

PARKING REQUIRED (SPACES) PER MUNICIPAL CODE FOR VHDMU
PARKING PROVIDED (SPACES) PERSUANT TO AB1763 - WITHIN 1/2 MILE OF A MAJOR TRANSIT STOP 84 4
11,114
32*
4 1
1 2
484
2,150
604
5 22
4,494
*NOT INCLUDED IN GROSS AREA TOTALS BY FLOOR OR BY BUILDING 10 9
320
320
14,068
1,572
484
11,114
PARKING REQUIRED (SPACES) PERSUANT TO AB1763 - WITHIN 1/2 MILE OF A MAJOR TRANSIT STOP 30 *ADDITIONAL 2 STALLS ABOVE MINIMUM REQUIREMENT WILL BE PROVIDED AS FEASIBLE. THEY ARE PROPOSED AT THE

OWNER'S DISCRETION AS BUILDING PERMIT DRAWINGS ARE DEVELOPED 11,114
26 3,857
3,469
11,939
484
2,150
320
18,325
781
1,734
1,585
11,595
14,068
3 3
R2
3941 Stevens Creek
Santa Clara, CA
1648.001
CRP Affordable

GROSS BUILDING AREA TOTALS (SF)

GROSS SITE AREAS (SF)
18,325
Square Feet
25,300

GENERAL
Very High Density Mixed Use
(5) Stories Type IIIA Over (1) Story IA
54,597
294-39-010
Community Mixed Use
18,325
25,300
14,068
11,595
NORTH
VICINITY MAP:

PROJECT LOCATION
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CIVIL:

C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 CIVIL SITE PLAN
& *5$',1* '5$,1$*(3/$1
C4.0 COMPOSITE UTILITY PLAN
C5.0 STORMWATER MANAGEMENT PLAN
C5.1 STORMWATER DETAILS LANDSCAPE:

L-0.0 COVER SHEET
L-1.1 GENERAL CONSTRUCTION NOTES
L-2.1 TREE PLAN
L-3.1 CONSTRUCTION CALLOUT PLAN 1F
L-3.2 CONSTRUCTION LAYOUT PLAN 1F
/ &216758&7,21&$//287 /$<287
PLAN 2F
L-4.1 SHRUB PLAN
L-5.1 SHRUB IRRIGATION PLAN 1F
L-5.2 TREE IRRIGATION PLAN 1F
/ 6+58% 75((,55,*$7,213/$1)
L-6.1 CONSTRUCTION DETAILS
L-6.2 CONSTRUCTION DETAILS
L-7.1 PLANTING DETAILS
L-8.1 IRRIGATION DETAILS
L-8.2 IRRIGATION DETAILS
L-8.3 IRRIGATION DETAILS
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COMPACT COMPACT COMPACT
ble\001_Stevens Creek\File\001_Stevens Creek\CSttevens
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A1.2
),5( 75$6+

ACCESS DIAGRAM

BUCKINGHAM DRIVE

STEVENS CREEK BOULEVARD
6&$/(
´ ¶´

PROPERTY LINE

FIRE ACCESS ROUTE

TRASH ACCESS ROUTE

TRASH PICK-UP STOP

WATER SOURCE
¶´+26(5$',86

TRASH STAGING AREA

KNOX BOX
LEGEND:

EXISTING HYDRANT ON

ADJACENT PROPERTY

CAN USE ADJACENT PROPERTY

DRIVE AISLE TO ADDRESS GAP
¶´+<'5$175$',86

TRASH ACCESS
ROUTE
¶´+26(38//

DISTANCE
MPOE
ERRCS

EXISTING

HYDRANT

PROPSED STREET TREES TO NOT
(;&(('+(,*+7/,0,72)¶´

FOR FIRE APPARATUS ACCESS
¶´%8,/',1*6(7%$&.

FOR FIRE APPARATUS

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FOR FIRE APPARATUS

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ACCESS
¶:$/.,1*3$7+)25

FIRE ACCESS
KB
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TRASH ROOM
SPARE
4-YARD

GARBAGE
SPARE
4-YARD

RECYCLING
COMPAC
G R
4-YARD

RECYCLING
4-YARD

GARBAGE
18_Third Prdir8__TTh
16'-
22'-2"222' 2"
CB
JAN.
24"
pantry
G CR

TRASH ROOM
16'-7 1/2"
10'-4"
6'-10"6'-' 6
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A1.3

TRASH DIAGRAMS
5(6,'(17,$/

12/(667+$1*$//216:((.81,7a*$/[
81,76 *$/:((.25

&8%,&<$5'6:((.
2)),&(&200(5&,$/

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PROVIDE 96-GALLON BINS FOR RESIDENT USE.
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7,0(63(5:((.
GARBAGE:

ORGANICS:

RECYCLING:

ENLARGED GROUND FLOOR TRASH ROOM
1 (1/$5*('75$6+52206$%29(
)/225672

2 6&$/(
´ ¶´

TRASH STAGING AREA
LEGEND:

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26'-11 3/4" 18'-0" TYP.18'-0" TYP.
5'-0"55
7'-0""
PL
PL
PL
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COMMERCIAL
BIKE
ROOM

MECHANICAL
E.E.

LOBBY
ELEC.

TRASH ROOM

PARKING
(32 STALLS PROVIDED)
MR
+/- 2499 NET SF INSIDE OF WALL

BOMA STANDARDS WILL PUT THE SQUARE FOOTAGE
OVER THE REQUIRED 2530 SQ FT @ 1% FAR
199'-0"
25'-4"
3'-0"
25'-4"
3'-0"
25'-4"
3'-0"
25'-4"
3'-0"
25'-4" 11'-2" 6'-6" 12'-0" 6'-6"
30'-2 1/2"9'-4"27'-5"
3'-0"
12'-0"6'-6"
98'-9"
MAIL

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24'-2"

FACE OF CURB

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OFFICE
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E.E.

SPARE
4-YARD

GARBAGE
SPARE
4-YARD

RECYCLING
9'-0"
TYP.
12'-0" 5'-6"-6
6'-0"-0 12'-0"9'-0"6'-4"4"
KB
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COMPACT COMPACT COMPACT
G R
8'-0" 8'-0" 8'-0"
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66 3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.1
NORTH

GROUND FLOOR PLAN
6&$/(
´ ¶´
CB
15 cu ft
refrig
28x29.5
24"2
pantryp
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x
16"
HPWH
18"
pantry
15 cu ft
refrig
28x29.5
15"
5 fr
8x
HPWH
HPWH
18"
pantrypypantrypantry
60"60"6060
15 cu ft
refrig
28x29.59.

HPWH
18"
pantrypypantrypantry
60"60"6060
15 cu ft
refrig
28x29.59.

IDF
JAN.

UNIT 3A UNIT 3A
UNIT 3B
UNIT 3B
MAINT.

UNIT 1C
UNIT 1A

COMMUNITY
ROOM
UNIT 2CUNIT 2C
UNIT 2A
UNIT 2B
STOR.
15 cu ft
refrig
28x29.5
24" 2
pantry p
15 cu ft
refrig
28x29.5
24"2
pantryp
15 cu ft
refrig
28x29.5
24" 2
pantry p
15 cu ft
refrig
28x29.5
u
g
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x
16"
HPWH
UNIT 4B
55'-11 1/2" 87'-1 1/2" 55'-11 1/2"
199'-0"
25'-0" 6'-5" 24'-6 1/2" 25'-0"
5'-11 1/2"
25'-0"
55'-4" 9'-10" 26'-6 1/2"
91'-8 1/2"
6'-0" 9'-10 1/2" 37'-11 1/2" 11'-8" 43'-4" 11'-8" 73'-6" 5'-0" 199'-0"
88'-5 1/2" 10'-3 1/2"
98'-9"
G C

PROPERTY LINE
AWNING

FLEX ROOM
R.R.R.R.

TRASH ROOM
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.2
NORTH

SECOND FLOOR
PLAN

ONE BEDROOM

TWO BEDROOM

THREE BEDROOM

FOUR BEDROOM

SECOND FLOOR UNIT MIX
2 UNITS
4 UNITS
4 UNITS
1 UNITS
TOTAL 11 UNITS
6&$/(
´ ¶´
15 cu ft
refrig
28x29.5
24"2
pantryp
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
18"
pantry
15 cu ft
refrig
28x29.5
15"
5 fr
8x
HPWH
15 cu ft
refrig
28x29.5
24"2
pantryp
HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ft
refrig
28x29.59.

HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ft
refrig
28x29.59.

JAN.

UNIT 3A
UNIT 3A UNIT 3A
UNIT 3A
UNIT 3A
UNIT 4A
TEEN
ROOM
UNIT 1B
UNIT 1A
UNIT 2CUNIT 2C
UNIT 2A
UNIT 2A
15 cu ft
refrig
28x29.5
u
g
15 cu ft
refrig
28x29.5
24"2
pantry p
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
15 cu ft
refrig
28x29.5
24" 2
pantry p
15 cu ft
refrig
28x29.5
24"2
pantryp
IDF

LAUNDRY

DW D DWW
CBG CR

TRASH ROOM
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.3
NORTH

THIRD FLOOR
PLAN
6&$/(
´ ¶´

ONE BEDROOM

TWO BEDROOM

THREE BEDROOM

FOUR BEDROOM

THIRD FLOOR UNIT MIX
2 UNITS
4 UNITS
5 UNITS
1 UNITS
TOTAL 12 UNITS
15 cu ft
refrig
28x29.5
24"2
pantryp
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
18"
pantry
15 cu ft
refrig
28x29.5
15"
5 fr
8x
HPWH
15 cu ft
refrig
28x29.5
24"2
pantryp
HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ft
refrig
28x29.59.

HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ft
refrig
28x29.59.

JAN.

UNIT 3A
UNIT 3A UNIT 3A
UNIT 3A
UNIT 3A
UNIT 4A
UNIT 1B
UNIT 1A
UNIT 2CUNIT 2C
UNIT 2A
UNIT 2A
15 cu ft
refrig
28x29.5
u
g
15 cu ft
refrig
28x29.5
24"2
pantry p
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
15 cu ft
refrig
28x29.5
24" 2
pantry p
15 cu ft
refrig
28x29.5
24"2
pantryp
FLEX
SPACE
IDF
FLEX
SPACE
CBG CR

TRASH ROOM
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.4
NORTH

FOURTH FLOOR
PLAN
6&$/(
´ ¶´

ONE BEDROOM

TWO BEDROOM

THREE BEDROOM

FOUR BEDROOM

FOURTH FLOOR UNIT MIX
2 UNITS
4 UNITS
5 UNITS
1 UNITS
TOTAL 12 UNITS
JAN.
15 cu ft
refrig
28x29.5
24"2
pantryp
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
18"
pantry
15 cu ft
refrig
28x29.5
15"
5 fr
8x
HPWH
15 cu ft
refrig
28x29.5
24"2
pantryp
HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ftf
refrig
28x29.59.

HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ftf
refrig
28x29.59.

UNIT 3A
UNIT 3A UNIT 3A
UNIT 3A
UNIT 3A
UNIT 4A
UNIT 1B
UNIT 1A
UNIT 2CUNIT 2C
UNIT 2A
UNIT 2A
15 cu ft
refrig
28x29.5
u
g
2 15 cu ft
refrig
28x29.5
24"2
pantry p
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
15 cu ft
refrig
28x29.5
24" 2
pantry p
15 cu ft
refrig
28x29.5
24"2
pantryp
FLEX
SPACE
IDF

LAUNDRY

DW DDWW
CBG CR

TRASH ROOM
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.5
NORTH

FIFTH FLOOR
PLAN
6&$/(
´ ¶´

ONE BEDROOM

TWO BEDROOM

THREE BEDROOM

FOUR BEDROOM

FIFTH FLOOR UNIT MIX
2 UNITS
4 UNITS
5 UNITS
1 UNITS
TOTAL 12 UNITS
15 cu ft
refrig
28x29.5
24"2
pantryp
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
18"
pantry
15 cu ft
refrig
28x29.5
15"
5 fr
8x
HPWH
15 cu ft
refrig
28x29.5
24"2
pantryp
HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ft
refrig
28x29.59.

HPWH
18"
pantrypypantrypantry
60"60"
y
6060
15 cu ft
refrig
28x29.59.

JAN.

UNIT 3A
UNIT 3A UNIT 3A
UNIT 3A
UNIT 3A
UNIT 2CUNIT 2C
UNIT 2A
UNIT 2A
UNIT 4A
UNIT 1B
UNIT 1A
15 cu ft
refrig
28x29.5
u
g
15 cu ft
refrig
28x29.5
24"2
pantry p
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x2
16"
HPWH
15 cu ft
refrig
28x29.5
24" 2
pantry p
15 cu ft
refrig
28x29.5
24"2
pantryp
FLEX
SPACE
IDF
FLEX
SPACE
CBG CR

TRASH ROOM
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.6
NORTH

SIXTH FLOOR
PLAN
6&$/(
´ ¶´

ONE BEDROOM

TWO BEDROOM

THREE BEDROOM

FOUR BEDROOM

SIXTH FLOOR UNIT MIX
2 UNITS
4 UNITS
5 UNITS
1 UNITS
TOTAL 12 UNITS
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A2.7

ROOF PLAN

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE

1. TRANSFORMER AT GRADE

2. FLAT ROOF - SLOPE 1/2” PER FOOT MINIMUM TO DRAIN

3. PARAPET WALL WITH METAL CAP, TYP.

4. TRASH VENT EXHAUST

5. ELEVATOR RUN-OUT

6. STAIR TOWER WITH ROOF ACCESS

7. GROUND FLOOR AWNING, TYP.

8. REFER TO SHEET L-2 FOR OUTDOOR COMMUNITY SPACE
KEYNOTE LEGEND:
6&$/(
´ ¶´
4 3
7 8
6 5
2 1
18"
pantry
15 cu ft
refrig
28x29.5
15"

f
8x
HPWH
UNIT 1A
GROSS AREA: +/- 531 SQ. FT.

NET AREA: +/- 490 SQ. FT.
22'-3"
11'-4 1/2" 10'-10 1/2"
25'-0"
1'-11 1/2"23'-0 1/2"
UNIT 1B
GROSS AREA: +/- 587 SQ. FT.

NET AREA: +/- 539 SQ. FT.
27'-3 1/4"
16'-4 1/4" 10'-11"
26'-7 1/4"
1'-7 1/4"
8'-3 1/2" 1'-11 1/4"14'-9 1/4"
15 cu ft
refrig
28x29.5
u
g
UNIT 1C
GROSS AREA: +/- 608 SQ. FT.

NET AREA: +/- 560 SQ. FT.
27'-3 1/4"
26'-7 1/4"
1'-7 1/4"
8'-3 1/2" 16'-8 1/2"
15 cu ft
refrig
28x29.5
u
g
BATH

BEDROOMOBB
LIVING

KITCHEN

BEDROOMD MM
LIVING
BATH

KITCHEN

BEDROOMD MM
LIVING
BATH
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.8

TYPICAL UNIT
PLANS - 1BD

SQUARE FOOTAGE
CALCULATIONS:

UNIT GROSS SQFT -

MEASURED TO THE

OUTSIDE FACE OF
PERIMETER STUDS.

UNIT NET SQFT -

MEASURED TO THE
INSIDE FACE OF STUDS.

CHASES EXCLUDED.

127(
23(1,1*6
MAY VARY. REFER TO

BUILDING PLANS FOR
MORE INFORMATION.
6&$/(
´ ¶´
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x
16"
HPWH
HPWH
18"
pantrypantrypantrypantry
60"60"60606060
15 cu ft
refrig
28x29.59.

UNIT 2A
GROSS AREA: +/- 800 SQ. FT.

NET AREA: +/- 750 SQ. FT.

UNIT 2C
GROSS AREA: +/- 842 SQ. FT.

NET AREA: +/- 786 SQ. FT.
23'-0 1/2" 1'-11 1/2"
25'-0"
33'-0"
22'-6 1/2" 10'-5 1/2"
35'-7 1/2"
28'-0" 7'-7 1/2"
18'-6 1/2" 6'-4 3/4"
24'-11 1/4"
UNIT 2B
GROSS AREA: +/- 821 SQ. FT.

NET AREA: +/- 770 SQ. FT.
25'-0"
33'-0"
18"
pantry
60"
15 cu ft
refrig
28x29.5
18"
c
ri
x
16"
HPWH
BEDROOM 1OBB BEDROOM 22222222222222222M 222222222222 22222222222222222 22222222222222222222222222 LIVING

KITCHEN

KITCHEN
BATH
BEDROOM 1OBB BEDROOM 22222222222222222M 222222222222 222222222222222222 22222222222222222222222222 LIVING

KITCHEN
BATH
BEDROOM 1ME
BEDROOM 2D O LIVING
BATH
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.9

TYPICAL UNIT
PLANS - 2BD

SQUARE FOOTAGE
CALCULATIONS:

UNIT GROSS SQFT -

MEASURED TO THE

OUTSIDE FACE OF
PERIMETER STUDS.

UNIT NET SQFT -

MEASURED TO THE
INSIDE FACE OF STUDS.

CHASES EXCLUDED.

127(
23(1,1*6
MAY VARY. REFER TO

BUILDING PLANS FOR
MORE INFORMATION.
6&$/(
´ ¶´
15 cu ft
refrig
28x29.5
24"
pantry
UNIT 3A
GROSS AREA: +/- 1077 SQ. FT.

NET AREA: +/- 1004 SQ. FT.
44'-0"
10'-8 1/2" 11'-8" 21'-7 1/2"
25'-0"
UNIT 4A
GROSS AREA: +/- 1295 SQ. FT.

NET AREA: +/- 1207 SQ. FT.
25'-0"
23'-0 1/2" 1'-11 1/2"
5'-0"
54'-8"
10'-3 1/2"34'-1"10'-3 1/2"
UNIT 4B
GROSS AREA: +/- 1315 SQ. FT.

NET AREA: +/- 1228 SQ. FT.
25'-0"
5'-0"
54'-8"
44'-4 1/2"10'-3 1/2"
UNIT 3B
GROSS AREA: +/- 1100 SQ. FT.

NET AREA: +/- 1028 SQ. FT.
44'-0"
25'-0"
15 cu ft
refrig
28x29.5
24"
pantry

KITCHEN
BATH 2
BEDROOM 3MEEDDEBBB BEDROOM 2B MEEE BEDROOM 11D M M
BATH 1
LIVING

KITCHEN
BATH 2
BEDROOM 3MEEDDEBBBB BEDROOM 2B MEEE BEDROOM 11D M M
BATH 1
LIVING

KITCHEN
LIVING
BEDROOM 1D 1111MMMBEDROOM 2MMMBBBBBEEEBBEBEDROOM 3DDD 33333M BEDROOM 4ME
BATH 2 BATH 1 KITCHEN
LIVING
BEDROOM 1D MBEDROOM 2MMMBBBBBEEEBBEBEDROOM 3DDD 33333M
BEDROOM 4ME
BATH 2 BATH 1
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A2.10

TYPICAL UNIT
PLANS - 3BD + 4BD

SQUARE FOOTAGE
CALCULATIONS:

UNIT GROSS SQFT -

MEASURED TO THE

OUTSIDE FACE OF
PERIMETER STUDS.

UNIT NET SQFT -

MEASURED TO THE
INSIDE FACE OF STUDS.

CHASES EXCLUDED.

127(
23(1,1*6
MAY VARY. REFER TO

BUILDING PLANS FOR
MORE INFORMATION.
6&$/(
´ ¶´
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.1

BUILDING

ELEVATIONS
10 4 82 1 23
9 72
-6FROM F.F. TO T.O. PARAPET
57 6
76
-6FROM F.F. TO T.O. STAIR ROOF
14 1. PARAPET W/ METAL CAP

2. VERTICAL PANEL SIDING, T.B.D.

3. PAINTED STUCCO W/ CONTROL LINES, TYP.

4. FIBER CEMENT PANEL SIDING

5. BOX RIB METAL SIDING

6. PAINTED METAL AWNINGS

7. SIGNAGE, FINAL LOCATION T.B.D.

8. VINYL WINDOWS, TYP.

9. STOREFRONT WINDOWS

10. GUARDRAIL

11. METAL ROLL-UP DOOR

12. METAL GRATE

13. METAL GARAGE GATE

14. BUILDING ADDRESS SIGNAGE
ELEVATION KEYNOTES:
6&$/(
´ ¶´
A
D
CKEYPLAN:

B
6287+(/(9$7,21
67(9(16&5((.%28/(9$5'

A
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.2

BUILDING

ELEVATIONS
1 310
6 12
58 72
-6FROM F.F. TO T.O. PARAPET
76
-6FROM F.F. TO T.O. STAIR ROOF
6&$/(
´ ¶´

1. PARAPET W/ METAL CAP

2. VERTICAL PANEL SIDING,
T.B.D.

3. PAINTED STUCCO W/
CONTROL LINES, TYP.

4. FIBER CEMENT PANEL
SIDING

5. BOX RIB METAL SIDING

6. PAINTED METAL AWNINGS

7. SIGNAGE, FINAL
LOCATION T.B.D.

8. VINYL WINDOWS, TYP.

9. STOREFRONT WINDOWS

10. GUARDRAIL

11. METAL ROLL-UP DOOR

12. METAL GRATE

13. METAL GARAGE GATE

14. BUILDING ADDRESS

SIGNAGE
ELEVATION KEYNOTES:

A
D
CKEYPLAN:

EAST ELEVATION
B
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.3

BUILDING

ELEVATIONS
15 48 3
12 10
72
-6FROM F.F. TO T.O. PARAPET
10 76
-6FROM F.F. TO T.O. STAIR ROOF
6&$/(
´ ¶´
A
D
CKEYPLAN:

NORTH ELEVATION
C

1. PARAPET W/ METAL CAP

2. VERTICAL PANEL SIDING, T.B.D.

3. PAINTED STUCCO W/ CONTROL LINES, TYP.

4. FIBER CEMENT PANEL SIDING

5. BOX RIB METAL SIDING

6. PAINTED METAL AWNINGS

7. SIGNAGE, FINAL LOCATION T.B.D.

8. VINYL WINDOWS, TYP.

9. STOREFRONT WINDOWS

10. GUARDRAIL

11. METAL ROLL-UP DOOR

12. METAL GRATE

13. METAL GARAGE GATE

14. BUILDING ADDRESS SIGNAGE
ELEVATION KEYNOTES:
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.4

BUILDING

ELEVATIONS
1 10
6 11
13 2 58
72 -6FROM F.F. TO T.O. PARAPET
76
-6FROM F.F. TO T.O. STAIR ROOF
14 6&$/(
´ ¶´
A
D
CKEYPLAN:

B
:(67(/(9$7,21
%8&.,1*+$0'5,9(

1. PARAPET W/ METAL CAP

2. VERTICAL PANEL SIDING,
T.B.D.

3. PAINTED STUCCO W/
CONTROL LINES, TYP.

4. FIBER CEMENT PANEL
SIDING

5. BOX RIB METAL SIDING

6. PAINTED METAL AWNINGS

7. SIGNAGE, FINAL
LOCATION T.B.D.

8. VINYL WINDOWS, TYP.

9. STOREFRONT WINDOWS

10. GUARDRAIL

11. METAL ROLL-UP DOOR

12. METAL GRATE

13. METAL GARAGE GATE

14. BUILDING ADDRESS

SIGNAGE
ELEVATION KEYNOTES:
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.5

BUILDING SECTION
9 -1
72
-6FROM F.F. TO T.O. PARAPET
TRASH
9 -1 12
-09
-19
-19
-1
76
-6FROM F.F. TO T.O. STAIR ROOF
GARAGE
6&$/(
´ ¶´
KEYPLAN:

E
E
G
G
FF

COURTYARD SECTION F-F
F
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.6
KEYPLAN:

E
E
G
G
FF
72
-6FROM F.F. TO T.O. PARAPET
12 -09
-19
-19
-19
-19
-1

COMMERCIALGARAGE
6&$/(
´ ¶´

BUILDING SECTION

COURTYARD SECTION E-E
E
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A3.7
72
-6FROM F.F. TO T.O. PARAPET
12 -09
-19
-19
-19
-19
-1
76
-6FROM F.F. TO T.O. STAIR ROOF

GARAGECOMMERCIAL
6&$/(
´ ¶´

BUILDING SECTION
KEYPLAN:

E
E
G
G
FF

COURTYARD SECTION G-G
G
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A4.1

BUILDING

PERSPECTIVE
KEYPLAN:
6&$/(
176
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
A4.2
CO L O R + MATERIAL S
NOTE: Color Samples may vary from their true color with different printers and computer monitors. COLORS + MATERIALS COLOR 1
EXTERIOR WALL MATERIAL - PANEL + ACCENT
Salty Dog SW 9177 by Sherwin Williams
1 1 2 3 5 14 73 6
COLOR 2

EXTERIOR WALL MATERIAL - PANEL
Westchester Gray SW 2849 by Sherwin Williams
2 COLOR 3

EXTERIOR WALL MATERIAL - PANEL
Gray Clouds SW 7658 by Sherwin Williams
3 COLOR 4

EXTERIOR WALL MATERIAL - STUCCO
Extra White SW 7006 by Sherwin Williams
4 COLOR 5

EXTERIOR WALL MATERIAL - PANEL
Icy SW 6534 by Sherwin Williams
5 COLOR 6

EXTERIOR WALL MATERIAL - STUCCO
Emberglow SW 6627 by Sherwin Williams
6 COLOR 7
EXTERIOR WALL MATERIAL - BOX RIB SIDING, T.B.D.
7 +++
6&$/(
176
3941 STEVENS CREEK | SANTA CLARA, CA
CRP AFFORDABLE 5865 Owens Drive
Pleasanton, CA 94588
925-251-7200
1648.001

12.17.2021
JOB NO.

DATE
NORTH
A4.3

CODE COMPLIANCE
- ALLOWABLE AREA

CALCULATIONS
83 83
:'
'1
83 '183
'1
83 '183
'1
83 '183
'1
83 '183
'1
83 '1
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5

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5
6)
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5

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7+)/225

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08/7,6725<0,;('2&&83$1&<%8,/',1*
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08/7,6725<6,1*/(2&&83$1&<%8,/',1*
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N.T.S.
$//2:$%/($5($
/(*(1'

%8,/',1*$
%8,/',1*%
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,0$*,1$5</,1(%(7:((1%8,/',1*6253523(57<
/,1(25&(17(5/,1(2)675((72538%/,&:$<6&'
6,7(3/$1$6(5,(6
NTS
(PLOTTER TRACKING INFORMATION) S:\office\Drawings\04721\Construction\Production COVER SHEETGENERAL NOTES & SPECIFICATIONSOVERALL TREE PLANCONSTRUCTION CALLOUT PLAN 1ST FLOORLAYOUT PLAN 1ST FLOORCONSTRUCTION CALLOUT & LAYOUT PLAN 2ND FLOORSHRUB PLANSHRUB IRRIGATION PLAN 1ST FLOORTREE IRRIGATION PLAN 1ST FLOORSHRUB & TREE IRRIGATION PLAN 2ND FLOORCONSTRUCTION DETAILSPLANTING DETAILSIRRIGATION DETAILS L-0.0
L-1.1
L-2.1L-3.1
L-3.2L-3.3
L-4.1
L-5.1
L-5.2
L-5.3
L-6.1 - 6.2
L-7.1
L-8.1 - 8.3

PROJECTAREA
DAHLIN GROUP ARCHITECTUREPLANNING5865 OWENS DRIVE,PLEASANTON, CA 94588925.251.7200; 925.251.7201f BKF ENGINEERS4670 WILLOW ROAD, SUITE 250PLEASANTON, CA 94588925.396.7700 EMERALD CITY ENGINEERS, INC.21705 HIGHWAY 99LYNWOOD, WA 98036425.741.1200ELEMENT STRUCTURALENGINEERS, INC.29675 CEDAR BLVD., SUITE 295CNEWARK, CA 94560510.573.1557 STRUCTURALENGINEER:

UTILITYENGINEER:

ARCHITECT:

CIVILENGINEER:

SITE MAP

VICINITY MAP
LANDSCAPE CONSTRUCTION DOCUMENTS FOR:SANTA CLARA, CALIFORNIATHE M

ERIDIAN
Know what's below.
before you dig.

Call
R

MWELO STATEMENT OF COMPLIANCE
"I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENTLANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLYFOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN."
PHILIP A. VANDERTOOLEN, PRINCIPALVANDERTOOLEN ASSOCIATES, INC.

CA LICENSE # 2798

BUCKINGHAM DRIVE

STEVENS CREEK BOULEVARD
NTS

PROJECTSITE




COVER SHEET
PREPARED FOR:

CONSULTANTS:

TABLE OF CONTENTS

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

L-0.0
EG
MC

GENERAL

CONSTRUCTION
NOTES
L-1.1

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

Copyright 2021 vanderToolen Associates. The drawings or written materials contained herein constitute the original and unpublished work of the landscape architect. Reproduction, use or alteration in any form is strictly prohibited without the written consent of vanderToolen Associates. 


CONCRETE

1. GENERAL
A. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO

CONSTRUCT THE CONCRETE IMPROVEMENTS AS SHOWN ON THE DRAWINGS, AND NOTED HEREIN.

B. ALL CONCRETE SHALL CONSIST OF PORTLAND CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE AND WATER, PROPORTIONED AND MIXED TO ATTAIN 28 DAY COMPRESSIVE STRENGTH OF 2800 PSI WITH A SLUMP NOT TO EXCEED THREE INCHES.

CONCRETE REINFORCEMENT PER GEOTECHNICAL REPORTS.

C. THE CONTRACTOR SHALL CONFORM WITH ALL APPLICABLE RECOMMENDATIONS CONTAINED IN " RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" PUBLICATION # 347-78 OF THE AMERICAN CONCRETE INSTITUTE.

D. THE CONTRACTOR SHALL FURNISH ONE 4' X 4' X 4" DEEP SAMPLE OF EACH CONCRETE FINISH WITH JOINT IN PLACE AT THE JOB SITE. APPROVED SAMPLES SHALL BE THE STANDARDS OF THE FLATWORK.

2. MATERIALS
A. CEMENT STYLE SHALL BE TYPE II LOW ALKALI PORTLAND CEMENT CONFORMING TO ASTM C-150. THE SAME BRAND OF CEMENT SHALL BE USED THROUGHOUT THE PROJECT.

B. WELDED WIRE MESH (WWM) SHALL CONFORM TO ASTM A-185.

C. COLOR: NATURAL GRAY EXCEPT WHERE NOTED ON PLANS.

D. CURING/SEALING: L.M. SCOFIELD LITHOCHROME COLORWAX CURING COMPOUND.

E. GLARE REDUCER: L.M. SCOFIELD CHROMIX L-10 AT 1/2% WHERE NOTED ON PLANS.

SHALL CONFORM TO ASTM C979 FOR UV RESISTANCE.

F. REINFORCING STEEL FOR PAVING AND WALLS SHALL BE NEW BILLET STEEL BARS CONFORMING TO ASTM A615-68.

3. FORMS
A. FORMS SHALL BE FREE OF WARP, SET PLUMB AND TRUE TO LINE AND GRADE WITH

UPPER EDGES FLUSH WITH SPECIFIED GRADE OR FINISH SURFACE OF THE CONSTRUCTED IMPROVEMENT, AND NOT MORE THAN 1/2" WIDER THAN THE SPECIFIED THICKNESS OF THE EDGE OF THE CONCRETE TO BE PLACED.

B. WOODEN FORMS SHALL HAVE A NET THICKNESS OF AT LEAST 1-1/2" AND SHALL BE FREE FROM IMPERFECTIONS WHICH WOULD IMPAIR THE STRENGTH FOR THE USE INTENDED.

BENDERS OR THIN PLANK FORMS MAY BE USED ON CURVES. FORMS SHALL BE SECURED

BY NAILING TO SIDE STAKES OF SUFFICIENT LENGTH AND CROSS SECTIONAL AREA TO ADEQUATELY RESIST LATERAL DISPLACEMENT DURING THE PLACEMENT OF CONCRETE.

4. FINISHING
A. CONCRETE SURFACES SHALL BE FLOATED PRIOR TO STEEL TROWEL. FORMED EDGES SHALL BE ROUNDED TO A RADIUS OF 1/2" OR AS SPECIFIED ON THE DRAWINGS. EDGES AT EXPANSION JOINTS SHALL BE ROUNDED TO A RADIUS OF 1/4". EXPANSION JOINTS TO BE 20' O.C. DEEP TOOLED JOINTS TO BE 10' O.C. AND SCORE JOINTS TO BE 5' O.C.

B. CONCRETE FINISHES SHALL BE AS NOTED ON THE DRAWINGS AND SPECIFIED HEREIN.

C. NATURAL GRAY CONCRETE SHALL INCLUDE 'SYNTHETIC BLACK' GLARE REDUCER.

D. NO ADVERTISING IMPRESSION, STAMPS, OR MARKS OF ANY DESCRIPTION WILL BE PERMITTED ON CONCRETE SURFACES. BROOM FINISH SHALL BE PERFORMED AFTER

FINISH TROWELLING BY DRAWING THE FOLLOWING BROOM TYPES ACROSS THE NARROWEST WIDTH OF CONCRETE.
1) MEDIUM BROOM FINISH - PUSH WITH MEDIUM OR STIFF BRISTLES.

5. JOINTS
A. SET PREMOLDED EXPANSION JOINT STRIP BELOW FINISH GRADE SURFACE,

TEMPORARILY SECURED TO THE TOP OF EXPANSION STRIP OR USE PLASTIC FILLER STRIP. EXPANSION JOINTS SHALL BE SEALED WITH POLYSULFIDE OR POLYURETHANE WATERPROOF CAULKING. USE 1/2" EXPANSION JOINTS THROUGHOUT.

B. SCORED CONTROL JOINTS SHALL BE TOOLED TO A MINIMUM DEPTH OF 3/4" AND SHALL HAVE A RADIUS OF 1/8".

6. CURING COMPOUND
A. RESIN-BASE, CLEAR CURING COMPOUND CONFORMING TO ASTM C 309, TYPE 2.

1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS TO FURNISH AND INSTALL DRAINAGE SYSTEMS AS INDICATED ON THE DRAWINGS.

2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROCESS OF WORK IN A REASONABLE, DRY, WORKABLE CONDITION, FREE OF SURFACE WATER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL PIPES PRIOR TO

THE INSTALLATION OF PAVING AND OTHER SITE IMPROVEMENTS THAT MAY CREATE CONFLICTS WITH INSTALLATION OF OTHER WORK.

4. THE BOTTOM OF TRENCHES SHALL BE GRADED AND PREPARED TO PROVIDE A FIRM AND UNIFORM BEARING SURFACE THROUGHOUT THE ENTIRE LENGTH OF PIPE.

5. ALL TRENCHES SHALL BE BACK-FILLED WITH CLEAN, ON-SITE MATERIAL COMPACTED TO 95% RELATIVE COMPACTION.

6. THE CONTRACTOR SHALL CONSTRUCT FINISH GRADES OF LANDSCAPE TO DIRECT WATER TOWARDS DRAINAGE STRUCTURES OR STREET AS APPLICABLE.

7. FINISH GRADES IN PLANTER AREAS SHALL BE 1 INCH BELOW TOP OF CURB OR PAVING IN TURF AREAS AND 2" BELOW TOP OF GRADE OR PAVING IN SHRUB AREAS.

8. ALL EXISTING GRADES AND PAD ELEVATIONS SHOWN ARE PER THE CIVIL ENGINEER'S PLANS.

9. GENERALLY, ALLOWABLE SLOPES FOR PAVING AND LANDSCAPE AREAS SHALL BE AS FOLLOWS:

MINIMUM MAXIMUM
CONCRETE WALKS (LONGITUDINAL): 0% 5% CONCRETE WALKS (CROSS SLOPES): 1% 2% LANDSCAPE AREAS: 2% 5%

10. GRADE BREAK TRANSITIONS CONSTRUCTED IN PAVED AREAS SHALL BE SMOOTH WITHOUT ANY NOTICEABLE POINT.

11. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CONCRETE FORM WORK IN PLACE

PRIOR TO THE PLACEMENT OF CONCRETE, AND RESERVES THE RIGHT TO MAKE ANY FIELD MODIFICATIONS AND GRADE ADJUSTMENTS DEEMED NECESSARY. THE FINISH GRADES OF

ALL LANDSCAPE AREAS ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.

CONSTRUCTION SPECIFICATIONS

GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE

AND LOCAL CODES AND ORDINANCES, BY LICENSED CONTRACTORS AND EXPERIENCED WORKMEN. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO HIS/HER WORK.

2. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE, VERIFY LOCATIONS WITH CIVIL ENGINEERS AND UTILITY PLANS. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND BE HELD ACCOUNTABLE FOR ALL DAMAGES INCURRED.

3. ALL DIMENSIONS ARE TAKEN FROM FACE OF WALL OR EDGE OF PAVING OR BUILDING UNLESS OTHERWISE NOTED ON THE PLAN. THE DIMENSIONS ARE SHOWN FOR

APPROXIMATE LINE, ALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS.

4. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO POURING; (MINIMUM 48 HOUR NOTICE.)

5. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS; ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO THE CONSTRUCTION OF PLAN FEATURES.

6. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS.

7. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT DO NOT

INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE.

8. SAFETY OF PERSONS AND PROPERTY:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND

SUPERVISING ALL PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT.

B. THE CONTRACTOR SHALL TAKE RESPONSIBLE PRECAUTIONS FOR THE SAFETY OF, AND

SHALL PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY, OR LOSS TO: EMPLOYEES ON THE SITE AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY;

THE WORK, MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN

STORAGE ON OR OFF SITE, UNDER CARE, CUSTODY, OR CONTROL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER PROPERTY AT

THE SITE OR ADJACENT THERETO SUCH AS TREES, SHRUBS, LAWNS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES.

9. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS AS SHOWN ON IRRIGATION PLANS.

10. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW

OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR

APPROVAL FOR USE IS OBTAINED FROM THE OWNER'S REPRESENTATIVE, LANDSCAPE ARCHITECT, AND APPLICABLE GOVERNING AUTHORITY. NO VARIATION FROM DESIGN, MATERIALS, EQUIPMENT, OR PRODUCT SHALL BE ALLOWED WITHOUT SUCH APPROVALS.

11. WALLS AND FENCES ARE SHOWN TO BE CENTERED ON PROPERTY LINES UNLESS OTHERWISE NOTED.

12. CONCRETE ENTRY WALKS ARE TO BE CENTERED ON ENTRY STOOPS UNLESS OTHERWISE NOTED.

GENERAL PLANTING NOTES

1. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION AND THROUGH THE COMPLETION OF PICKUP WORK.

2. CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION.

PLANT MATERIAL QUANTITIES ARE LISTED FOR THE CONVENIENCE OF THE CONTRACTOR.

ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED.

3. VERIFY EXISTING GRADE IN FIELD PRIOR TO PLANTING. EXISTING GRADE SHALL BE WITHIN ± ONE TENTH (1/10) OF A FOOT OF FINISH GRADE. FINISH GRADE SHALL BE 1 INCH BELOW TOP OF CURB AND/OR PAVING IN TURF AREAS AND 2 INCHES BELOW TOP OF CURB OR PAVING IN GROUND COVER AREAS.

4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER PLANTING.

5. PRIOR TO EXCAVATION, CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES.

6. PRIOR TO START OF PROJECT CONTRACTOR SHALL SUBMIT SOURCES OF PLANT MATERIALS AND TREES TO LANDSCAPE ARCHITECT.

7. PRIOR TO INSTALLATION, ALL PLANT MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S REPRESENTATIVE. PLANT MATERIALS REJECTED FOR THE PROJECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE.

8. LANDSCAPE ARCHITECT SHALL APPROVE ALL TREE LOCATIONS PRIOR TO INSTALLATION.

CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT MIN. 72 HOURS PRIOR TO SCHEDULE TREE APPROVAL SITE VISIT. ANY AND ALL TREES INSTALLED COULD BE SUBJECT TO RELOCATION AT CONTRACTOR'S EXPENSE.

9. ALL VINE RUNNERS SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AND VINE RUNNERS SHALL BE ESPALIERED TO ADJACENT FENCE, WALL, OR TRELLIS.

10. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL BE FREE OF WEEDS, ROCKS, AND DEBRIS.

11. THE SOILS AMENDMENTS SPECIFIED HEREIN ARE FOR BIDDING PURPOSES ONLY. THE

CONTRACTOR SHALL PROVIDE A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY PRIOR TO THE INSTALLATION OF PLANT MATERIAL. THE

RECOMMENDATIONS INCLUDED IN THE PROJECT SOILS AGRONOMY REPORT SHALL SUPERCEDE THESE NOTES.

FOR THE AREA TO BE LANDSCAPED THE FOLLOWING AMENDMENTS SHALL BE CROSS RIPPED OR EQUALLY CULTIVATED BY MEANS OF ROTOTILLING A UNIFORM DEPTH OF 12 INCHES AS FOLLOWS, EXCEPT IN AREAS WITH SLOPES OF 3:1 OR GREATER. IN THESE

AREAS AMENDMENTS SHOULD BE INSTALLED OR ADDED PER PLANTING DETAILS FOR EACH INDIVIDUAL PLANT.

AMOUNT PER 1,000 SQUARE FEET
-4 CU YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR, OR CEDAR SAWDUST.
-35LBS. 6-20-20 PELLETIZED FERTILIZER
-100LBS. AGRICULTURAL GYPSUM
-13 LBS. SOIL SULFUR

12. THE PLANTING PIT PERIMETERS FOR TREES AND SHRUBS SHALL BE EXCAVATED TO

TWICE THE DIAMETER OF THE ROOTBALL, AS NOTED AND SHOWN ON THE PLANTING DETAILS. THE PITS SHALL BE SCARIFIED. THE ROOTBALL SHALL BE SET ON UNDISTURBED SOIL AND THE CROWN SHALL BE SET 1" ABOVE FINISH GRADE. A 3" BERM SHALL BE CREATED AROUND THE PLANT PIT AND MULCHED WITH 3" MINIMUM BARK MULCH. -6 PARTS ON-SITE SOIL
-4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE (#9) SOIL PREP MIX. -2 LBS/CU. YD. MIX OF 6-24-24 IRON SULFATE
-5 LBS/CU. YD. MIX AGRICULTURAL GYPSUM)

13. THIRTY DAYS AFTER INSTALLATION ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH APPROVED 16-6-8 FERTILIZER APPLIED AT A RATE OF SIX (6) POUNDS PER 1000 SQ.FT.

FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT 60 DAY INTERVALS.

14. FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS (20-10-5) OR EQUAL IN QUANTITIES AS FOLLOWS:
-1 GALLON SHRUB 1
-5 GALLON SHRUB 3
-15 GALLON SHRUB OR TREE 4
-24" BOX TREE & LARGER 1 PER 4" OF BOX SIZE -PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL.

15. ALL SHRUB AND FALLOW AREAS TO RECEIVE 3" MINIMUM DEPTH OF SHREDDED RECYCLED WOOD MULCH WITH COLOR DYE ADDED. BARK COLORING SHALL BE 'MT. DIABLO BLACK', OR APPROVED EQUAL. PRE-DYED RECYCLED WOOD MULCH PROVIDED BY WASTE

MANAGEMENT EARTHCARE, A DIVISION OF WASTE MANAGEMENT RECYCLE AMERICA (877) 963-2784 wmearthcare.com

16. PRIOR TO COMPLETION, THE LANDSCAPE ARCHITECT SHALL REVIEW THE PROJECT

LANDSCAPE FOR COMPLIANCE OF INSTALLATION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT A MINIMUM OF 72 HOURS PRIOR TO A SITE VISIT.

17. TREE SETBACKS SHALL BE:
-6' FROM PAVED SURFACES
-5' FROM WATER METERS AND JOINT TRENCHES
-15' FROM STREETLIGHTS
-10' FROM SANITARY SEWER AND GAS PIPE LINES

18. ALL TREES PLANTED WITHIN 5' OF PAVING, WATER METERS, OR JOINT TRENCHES SHALL

RECEIVE LINEAR RECYCLED PLASTIC ROOT BARRIERS PARALLEL TO CURB AND WALKS- EACH SIDE (24" DEPTH X 10' LENGTH, MIN.) MANUF. DEEPROOT. #UB-24-2. (800) 458-7668.

19. THE CONTRACTOR SHALL GUARANTEE THAT ALL SHRUBS ARE FREE FROM DEFECT IN MATERIAL OR WORKMANSHIP FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE OF WORK. TREES SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL ACCEPTANCE OF WORK. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE PLANT MATERIAL OR WORKMANSHIP AT NO ADDITIONAL COST TO THE OWNER DURING THIS PERIOD.

GRADING NOTES

1. PRIOR TO INITIATING WORK, CONTRACTOR SHALL VERIFY ALL GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, AND STREET IMPROVEMENTS.

IMMEDIATELY NOTIFY CITY ENGINEER OF ANY FIELD DISCREPANCIES WITH PLANS.

2. ALL PLANTED AREAS TO SLOPE TO AREA DRAINS AT A MINIMUM 2 % SLOPE UNLESS OTHERWISE NOTED.

3. ALL LANDSCAPE DRAINLINES TO FALL AT A MINIMUM 1 % SLOPE TO DRAINAGE STRUCTURES. SEE CIVIL ENGINEER'S PLANS FOR EXISTING ELEVATIONS.

4. ALL LANDSCAPE DRAINS SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON PLAN. DRAINS

THAT ARE NOT INSTALLED, OR THE RESULT OF SUCH ACTION SHALL NOT BE THE RESPONSIBILITY OF THE LANDSCAPE ARCHITECT.

5. FINISH GRADES IN PLANTED AREAS SHALL BE 1" BELOW TOP OF CURB OR PAVING IN TURF AREAS AND 2" BELOW TOP OF CURB OR PAVING IN SHRUB AREAS. 1% CROSS SLOPE UNLESS NOTED OTHERWISE. FINISH GRADE SHALL BE SET PRIOR TO PLANTING. ANY

DISCREPANCY OR UNFINISHED AREAS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PLANTING.

6. CONCRETE CONTRACTOR TO PROVIDE RISER AT FACE OF STOOP IF APPROACHING ENTRY WALKWAY EXCEEDS MAXIMUM ALLOWABLE SLOPE OF 5% AS DESIGNATED IN "CONSTRUCTION SPECIFICATIONS' ON THIS SHEET. SEE "CONSTRUCTION SPECIFICATIONS" ON THIS SHEET, FOR ADDITIONAL CONCRETE SLOPE AND LOT GRADING CRITERIA.

7. ALL CONCRETE SHALL HAVE A MINIMUM 1% CROSS SLOPE OR AS NOTED ON PLANS.

1. THE IRRIGATION PLAN IS DIAGRAMMATIC: ALL IRRIGATION EQUIPMENT SHOWN WITHIN

PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. ALL VALVES AND SYSTEM EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE.

2. THE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED CONTRACTOR IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES/ORDINANCES. THE

CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATED TO HIS WORK ON THE PROJECT.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH GRADE DIFFERENCES AND WITH ALL LOCATIONS OF STRUCTURES, UTILITIES, AND FENCES. THE

CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS FOR THE LOCATION AND

INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH FOOTINGS, UNDER PAVING, ETC. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER.

4. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN WHEN IT IS OBVIOUS IN

THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.

SUCH DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY NECESSARY REVISIONS.

5. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM PRESSURE AND THE MAXIMUM FLOW DEMAND AS STATED ON THE DRAWINGS FOR EACH POINT OF CONNECTION. THE

IRRIGATION CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE, SERVICE LINE SIZE, AND WATER METER SIZE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE

ACTUAL WATER PRESSURE, SERVICE SIZE, AND METER SIZE WITH THAT INDICATED ON THE

DRAWINGS IS TO BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE AS WELL AS THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.

6. ALL PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. LATERAL PIPE NOT SIZED ON DRAWINGS AND DOWNSTREAM OF 1" PIPE SHALL BE 3/4" SIZE. NO SUBSTITUTIONS OF SMALLER PIPE SHALL BE PERMITTED. HOWEVER, SUBSTITUTIONS FOR LARGER PIPE SIZES MAY BE APPROVED.

7. ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING OR WALLS SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVES SHALL BE A MINIMUM OF TWICE (2x) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE (MINIMUM 1" SIZE) FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.

8. ALL EXCAVATIONS ARE TO BE BACKFILLED TO 85% COMPACTION (95% UNDER PAVING) UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL REVIEW AND VERIFY THE LOCATION AND TYPE OF ELECTRICAL

POWER SOURCE IN THE FIELD WITH THE OWNER'S REPRESENTATIVE AND THE IRRIGATION DRAWINGS. ANY DISCREPANCIES MUST BE REPORTED TO BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL OBTAIN THE

APPROVAL OF ALL CONTROLLER LOCATIONS PRIOR TO INSTALLATION AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER(S).

10. IRRIGATION CONTROL WIRE SHALL BE #14-1, U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE SHALL BE WHITE IN COLOR AND PILOT WIRES SHALL BE A COLOR OTHER THAN WHITE.

11. ALL WIRE SPLICES SHALL BE MADE WITHIN VALVE BOXES. SPLICES SHALL BE MADE WITH A COPPER CRIMP-TYPE CONNECTOR AND INSTALLED WITHIN '3M' #DBY SEALING PACK, OR APPROVED EQUAL.

12. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER

HEADS, NOZZLES, AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO PAVING, WALKS, WALLS, FENCES, ETC.

13. IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.

14. THE CONTRACTOR SHALL GUARANTEE THAT THE IRRIGATION SYSTEM IS FREE FROM

DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF WORK. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE MATERIALS OR WORK AT NO ADDITIONAL COST TO THE OWNER.

15. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN ACCURATE AS-BUILT SET OF IRRIGATION DRAWINGS PRIOR TO FINAL ACCEPTANCE OF THE WORK. THE AS-BUILT DRAWINGS SHALL BE DELINEATED ON REPRODUCIBLE MATERIALS.

GENERAL IRRIGATION NOTES
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
W/DW/D
SCALE: 1" = 10'-0"
0' 10' 20' 40'

TREE PLAN
L-2.1
x
REFER TO SHEET L-1.1 FOR GENERAL PLANTING NOTES.
x
REFER TO SHEETS L-7.1 FOR PLANTING DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

TREE LEGEND
24" BOX = 32 TOTAL TREES

TREES BOTANICAL NAME COMMON NAME CONT WUCOLS IV QTY
CERCIS CANADENSIS TEXENSIS 'OKLAHOMA' OKLAHOMA TEXAS REDBUD 24"BOX MOD 3 CUPRESSUS SEMPERVIRENS 'TINY TOWER' ITALIAN CYPRESS 24"BOX LOW 4 GINKGO BILOBA 'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 24"BOX MOD 3 LAGERSTROEMIA INDICA `CATAWBA` STD CATAWBA CRAPE MYRTLE 24"BOX LOW 8 PLATANUS ACERIFOLA LONDON PLANE TREE 24"BOX MOD 5

MWELO STATEMENT OF COMPLIANCE
"I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENTLANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY

FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE
DESIGN PLAN."
PHILIP A. VANDERTOOLEN, SENIOR PRINCIPAL
VANDERTOOLEN ASSOCIATES, INC.

CA LICENSE # 2798
NOTES:

1. NO CUTTING OF ANY PART OF PRIVATE TREES, INCLUDING ROOTS, SHALL BE DONE WITHOUT SECURING PRIOR APPROVAL OF THE CITY ARBORIST.

2. TREE TRIMMING/ REMOVAL SHALL BE DONE IN ACCORDANCE TO THE CITY OF SANTA CLARA

TREE PRESERVATION / CITY ARBORIST SPECIFICATIONS AND WITH DIRECT SUPERVISION OF A CERTIFIED ARBORIST (CERTIFICATION OF INTERNATIONAL SOCIETY OF ARBORICULTURE).TREE PLAN - 2ND FLOOR TREE PLAN - 1ST FLOOR
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
1 1
6 3
W1
P2 S5
S4a
S5PA
PA
PAP1
P1
P2
5 1
2 2
P10
8 3
1 1
1 1 1
1 4
2 8
W5



CONSTRUCTION

CALLOUT PLAN
1F
L-3.1
x
REFER TO SHEET L-1.1 FOR GENERAL CONSTRUCTION NOTES.
x
REFER TO SHEETS L-6.1 THRU L-6.2 FOR CONSTRUCTION DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

SCALE: 1" = 10'-0"
0' 10' 20' 40'
KEY

CONSTRUCTION & HARDSCAPE SCHEDULE
DETAIL

REFERENCE
P1

DESCRIPTION
MANFCTR./

SUPPLIERFINISHCOLOR
P2
P3

DETAIL A,
SHEET L-6.1
6" WIDE CONCRETE BAND
P4
P5
P6
P7
P8
BLACK

DETAIL B,
SHEET L-6.1-
P9

GREEN - -
6" WIDE COLORED CONCRETE CURB AT

PLAY SURFACING

TOPCAST
#03 SURFACE

RETARDER
-33%TEAL

NATURAL GRAY MEDIUM
BROOM
FINISH
P10

NATURAL GRAY

NATURAL GRAY
MEDIUM
BROOM
FINISH

PLAYGROUNDS

UNLIMITED
EPIC

PLASTICS
#100082778

CONCRETE PAVING,

SCORE PATTERN AS SHOWN
PODIUM DECK SCORING PATTERN - 1;
24"x24"
PODIUM DECK SCORING PATTERN - 2;
24"x48"
PODIUM DECK SCORING PATTERN - 3;
RUNNING BOND PATTERN SIZE 8"x36"
PODIUM DECK SCORING PATTERN - 4;
PATTERN SIZE 36"x36"

PLAYBOUND POURED IN PLACE PLAY
SURFACE. EPDM RUBBER & EXTREME-10

ALIPATHIC URETHANE BINDER
'BENDA BOARD' HEADER
(.65" x 5.35" x 19'-10" / 1 x 6 x 20)

NATURAL GRAY

DETAIL D,
SHEET L-6.1
33%BRIGHT GRN
33%BEIGE

DISSAPATOR, BASALT WALL ROCK
1' DEEP SET LEVEL WITH SOIL OF PLANTER LYNGSO

TOPCAST
#03 SURFACE

RETARDER

TOPCAST
#03 SURFACE

RETARDER

DETAIL C,
SHEET L-6.1
KEY

WALL AND RAILING SCHEDULE
DETAIL

REFERENCE
W1

DESCRIPTION
MANFCTR./

SUPPLIERFINISHCOLOR
W2
W3
W4
PODIUM DECK PLANTER WALL.

APPLY MONOPOLE, INC. PERMASHIELD 200

ANTI-GRAFFITI COATING OR EQUAL TO ALL

EXPOSED SURFACES PER MANUFACTURERS
RECOMMENDATION.

BASALITE

TO MATCH

BUILDING
BLACK
GROUND
FACE
WALL:

STANDARD 438
CAP:

STANDARD 225
42" HIGH GUARDRAIL AT PODIUM DECK, AEGIS
II EXTREME. MAJESTIC, PRE-FAB 2-RAIL
8' PANELS, STANDARD BOTTOM

PERMACOAT AMERISTAR

TO MATCH

BUILDING
PODIUM DECK PLANTER WALL CAP.

SQUARE MODULAR 7-1/4" x 24" x 3-3/8"
APPLY MONOPOLE, INC. PERMASHIELD 200

ANTI-GRAFFITI COATING OR EQUAL TO ALL

EXPOSED SURFACES PER MANUFACTURERS
RECOMMENDATION.

ALMOND 1806 STEPSTONESMOOTH
-
6'-0" HIGH BLOCK WALL WITH BEVELED CAP.

APPLY MONOPOLE, INC. PERMASHIELD 200

ANTI-GRAFFITI COATING OR EQUAL TO ALL

EXPOSED SURFACES PER MANUFACTURERS
RECOMMENDATION.

DETAIL F,
SHEET L-6.1

DETAIL G,
SHEET L-6.1
W5
BLACKHANDRAIL AT RAMP.

RAMP PER CIVIL ENGINEER'S PLANS.

POWDER
COAT
- DETAIL C,
SHEET L-6.2

SITE AMENITIES SCHEDULE
KEY

SENSORY BOARD
DETAIL

REFERENCE
S3

DESCRIPTION
MANUFACT. /
SUPPLIER OR REP.FINISHCOLOR
SILVER
SILVER
-

POWDER COAT

POWDER COAT
-

DETAIL X,
SHEET L-X.X

DETAIL X,
SHEET L-X.X
MODEL
NO.MATERIAL

ALUMINUM

CAST ALUMINUM
-
-
S4
S5
S1
S2

LANDSCAPE
FORMS

LANDSCAPE
FORMS
S6

PLAY STRUCTURE POWDER COAT PARK PLANET DETAIL B,
SHEET L-6.2
---
(8) 36" DIAMETER URBAN COLLECTION PLANTER
w/ INTERNAL, MANUAL WATERING SYSTEM TOURNESOLSMOOTHFRP IRRI-CWM-1720-3K

ELECTRIC CHEF DETAIL H,
SHEET L-6.1SKU: 4400-EC-448-I-S-32STAINLESS STEEL --

PLAYCRAFT SYSTEMS
S-1684-R5

DETAIL B,
SHEET L-6.2
(2) MELVILLE BACKLESS BENCH W/ ALUMINUM
SEAT. SURFACE MOUNT.
(8) EMERSON BIKE RACKS
SURFACE MOUNT.
(2) BUILT-IN ELECTRIC BBQ'S
REQUIRED OUTLET: NEMA 6-30R RECEPTACLE,
208/220 VOLT 30 AMP RECEPTACLE

BACKLESS

ALUMINUM SEAT

PARK PLANET

DETAIL A
SHEET L-6.2
PLANTER - UCS-3600-SROYALTY
BLUE

SILVER POWDER COAT DETAIL X,
SHEET L-X.XALUMINUMS4a

LANDSCAPE
FORMS
(1) MELVILLE BACKLESS BENCH W/ ALUMINUM
SEAT AND CENTER ARM. SURFACE MOUNT.

BACKLESS

ALUMINUM SEAT
AMERISTAR FENCING www.ameristarfence.com
BASALITE CONCRETE PRODUCTS www.basalite.com
ELECTRIC CHEF www.electri-chef.com
EPIC PLASTICS www.epicplastics.com
IRON AGE DESIGN www.ironagegrates.com
LANDSCAPE FORMS www.landscapeforms.com
LYNGSO www.lyngsogarden.com
MONOPOLE, INC. www.monopoleinc.com
PLAYGRONDS UNLIMITED www.playgroundsunlimited.net
PARK PLANET www.parkplanet.com
STEPSTONE, INC. www.stepstoneinc.com
TOPCAST SURFACE RETARDER www.gcpat.com
TOURNESOL SITEWORKS www.tournesol.com

CONTACT INFORMATION
PLANTING AREA (PA).

DRIVEWAY PER CIVIL ENGINEER'S PLANS

SIDEWALK PER CIVIL ENGINEER'S PLANS
BIORETENTION AREA, PER CIVIL ENGINEER'S PLANS. CONTRACTOR SHALL VERIFY BIOTREATMENT SOIL MIX

LIGHTING PER ELECTRICAL ENGINEER'S PLANS
VIEW TRIANGLE, PER CIVIL ENGINEER'S PLANS. PLANTING MATERIAL SHALL NOT EXCEED 36" HIGH

UTILITIES, BY OTHERS

GENERAL CALLOUTS
KEY DESCRIPTION1 2 3
4 5
6 7

IS APPROPRIATE FOR PLANTING AND AMEND PER SOIL ANALYSIS RECOMMENDATIONS 8 5FT. FIRE ACCESS
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
2'-9" TYP. 2'-9" TYP.

ALN.

ALN.
4'-6"
TYP.
6"
TYP.
3'-0"
CLR.

PA
PA
PA
1'-0"
5'-0"
TYP.
5'-0"
5'-0"
5'-0"



CONSTRUCTION

LAYOUT PLAN
1F
L-3.2
x
REFER TO SHEET L-1.1 FOR GENERAL CONSTRUCTION NOTES.
x
REFER TO SHEETS L-6.1 THRU L-6.2 FOR CONSTRUCTION DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

SCALE: 1" = 10'-0"
0' 10' 20' 40'
LC

ALIGNCENTERLINE

RADIUSEND OF CURVE RADIUSFACE OF CURB

PROPERTY LINEEQUALLY SPACED

TYPICALBACK OF WALKPOINT OF BEGINNING
B.O.W.

TYP.

EQ.

P.L.

F.O.C.

E.C.R.

R
ALN.

LAYOUT LEGEND
P.O.B.

POST TOP LIGHT PER UTILITY ENGINEER

LIGHTED BOLLARD PER UTILITY ENGINEER

TRANSFORMER WITH PAD PER JOINT TRENCH

FIELD INLET PER CIVIL ENGINEER

FIRE HYDRANT PER CIVIL ENGINEER

AREA DRAIN PER CIVIL ENGINEER

BACKFLOW PER CIVIL ENGINEER

ACCESSIBLE RAMP PER CIVIL ENGINEER

UTILITY LEGEND

BUCKINGHAM DRIVE
W/D

BUCKINGHAM DRIVE
W/D
2 S3
P9
1 P5
W2 W3 1
W2 W3 1
S1
S2
S4
S3
S3
S6
P3
W4
P4
P4
P4 P4
P7
P7
P5
P4
P5
P6
P6
P6

BUCKINGHAM DRIVE
W/D

BUILDING
6'-3" 6'-3"
4'-0"
MIN.
136° 3' 4'-3"
136°
4'-0"
3'
4'-0"
3'-0"
12'-0" 12'-0"
ALN.

ALN.

CL
DOOR
3'-3"
9'-3"
19'-6"
45°
EQ. EQ.CL
R=28'-6"
1'-0"
TYP.
1'-0"
TYP.
1'-0"
TYP.
4'-0"
MIN.
3'-0"
MIN.
45°
5'-0"
MIN.
4'-6"3'-6"
1'
2'-0"
TYP.
2'-0"
TYP.

CL
POT
11'-0"
5'-0"
5'-0"

CONSTRUCTION

CALLOUT &
LAYOUT PLAN 2F
L-3.3
x
REFER TO SHEET L-1.1 FOR GENERAL CONSTRUCTION NOTES.
x
REFER TO SHEETS L-6.1 THRU L-6.2 FOR CONSTRUCTION DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

ALIGNCENTERLINE

RADIUSEND OF CURVE RADIUSFACE OF CURB

PROPERTY LINEEQUALLY SPACED

TYPICALBACK OF WALKPOINT OF BEGINNING
B.O.W.

TYP.

EQ.

P.L.

F.O.C.

E.C.R.

R
ALN.

LAYOUT LEGEND
P.O.B.

POST TOP LIGHT PER UTILITY ENGINEER

LIGHTED BOLLARD PER UTILITY ENGINEER

TRANSFORMER WITH PAD PER JOINT TRENCH

FIELD INLET PER CIVIL ENGINEER

FIRE HYDRANT PER CIVIL ENGINEER

AREA DRAIN PER CIVIL ENGINEER

BACKFLOW PER CIVIL ENGINEER

ACCESSIBLE RAMP PER CIVIL ENGINEER

UTILITY LEGEND
KEY

CONSTRUCTION & HARDSCAPE SCHEDULE
DETAIL

REFERENCE
P1

DESCRIPTION
MANFCTR./

SUPPLIERFINISHCOLOR
P2
P3

DETAIL A,
SHEET L-6.1
6" WIDE CONCRETE BAND
P4
P5
P6
P7
P8
BLACK

DETAIL B,
SHEET L-6.1-
P9

GREEN - -
6" WIDE COLORED CONCRETE CURB AT

PLAY SURFACING

TOPCAST
#03 SURFACE

RETARDER
-33%TEAL

NATURAL GRAY MEDIUM
BROOM
FINISH
P10

NATURAL GRAY

NATURAL GRAY
MEDIUM
BROOM
FINISH

PLAYGROUNDS

UNLIMITED
EPIC

PLASTICS
#100082778

CONCRETE PAVING,

PLAYBOUND POURED IN PLACE PLAY
SURFACE. EPDM RUBBER & EXTREME-10

ALIPATHIC URETHANE BINDER
'BENDA BOARD' HEADER
(.65" x 5.35" x 19'-10" / 1 x 6 x 20)

NATURAL GRAY

DETAIL D,
SHEET L-6.1
33%BRIGHT GRN
33%BEIGE

DISSAPATOR, BASALT WALL ROCK
1' DEEP SET LEVEL WITH SOIL OF PLANTER LYNGSO

TOPCAST
#03 SURFACE

RETARDER

TOPCAST
#03 SURFACE

RETARDER

DETAIL C,
SHEET L-6.1
KEY

WALL AND RAILING SCHEDULE
DETAIL

REFERENCE
W1

DESCRIPTION
MANFCTR./

SUPPLIERFINISHCOLOR
W2
W3
W4
PODIUM DECK PLANTER WALL.

APPLY MONOPOLE, INC. PERMASHIELD 200

ANTI-GRAFFITI COATING OR EQUAL TO ALL

EXPOSED SURFACES PER MANUFACTURERS
RECOMMENDATION.

BASALITE

TO MATCH

BUILDING
BLACK
GROUND
FACE
WALL:

STANDARD 438
CAP:

STANDARD 225
42" HIGH GUARDRAIL AT PODIUM DECK, AEGIS
II EXTREME. MAJESTIC, PRE-FAB 2-RAIL
8' PANELS, STANDARD BOTTOM

PERMACOAT AMERISTAR

TO MATCH

BUILDING
PODIUM DECK PLANTER WALL CAP.

SQUARE MODULAR 7-1/4" x 24" x 3-3/8"
APPLY MONOPOLE, INC. PERMASHIELD 200

ANTI-GRAFFITI COATING OR EQUAL TO ALL

EXPOSED SURFACES PER MANUFACTURERS
RECOMMENDATION.

ALMOND 1806 STEPSTONESMOOTH
-
6'-0" HIGH BLOCK WALL WITH BEVELED CAP.

APPLY MONOPOLE, INC. PERMASHIELD 200

ANTI-GRAFFITI COATING OR EQUAL TO ALL

EXPOSED SURFACES PER MANUFACTURERS
RECOMMENDATION.

DETAIL F,
SHEET L-6.1

DETAIL G,
SHEET L-6.1
W5
BLACKHANDRAIL AT RAMP.

RAMP PER CIVIL ENGINEER'S PLANS.

POWDER
COAT
- DETAIL C,
SHEET L-6.2

SITE AMENITIES SCHEDULE
KEY

SENSORY BOARD
DETAIL

REFERENCE
S3

DESCRIPTION
MANUFACT. /
SUPPLIER OR REP.FINISHCOLOR
SILVER
SILVER
-

POWDER COAT

POWDER COAT
-

DETAIL X,
SHEET L-X.X

DETAIL X,
SHEET L-X.X
MODEL
NO.MATERIAL

ALUMINUM

CAST ALUMINUM
-
-
S4
S5
S1
S2

LANDSCAPE
FORMS

LANDSCAPE
FORMS
S6

PLAY STRUCTURE POWDER COAT PARK PLANET DETAIL B,
SHEET L-6.2
---
(8) 36" DIAMETER URBAN COLLECTION PLANTER
w/ INTERNAL, MANUAL WATERING SYSTEM TOURNESOLSMOOTHFRP IRRI-CWM-1720-3K

ELECTRIC CHEF DETAIL H,
SHEET L-6.1SKU: 4400-EC-448-I-S-32STAINLESS STEEL --

PLAYCRAFT SYSTEMS
S-1684-R5

BACKLESS

ALUMINUM SEAT

PARK PLANET

DETAIL A
SHEET L-6.2
PLANTER - UCS-3600-SROYALTY
BLUE

SILVER POWDER COAT DETAIL X,
SHEET L-X.XALUMINUMS4a

LANDSCAPE
FORMS
(1) MELVILLE BACKLESS BENCH W/ ALUMINUM
SEAT AND CENTER ARM. SURFACE MOUNT.

BACKLESS

CONTACT INFORMATION
PLANTING AREA (PA).

DRIVEWAY PER CIVIL ENGINEER'S PLANS

SIDEWALK PER CIVIL ENGINEER'S PLANS
BIORETENTION AREA, PER CIVIL ENGINEER'S PLANS. CONTRACTOR SHALL VERIFY BIOTREATMENT SOIL MIX

LIGHTING PER ELECTRICAL ENGINEER'S PLANS
VIEW TRIANGLE, PER CIVIL ENGINEER'S PLANS. PLANTING MATERIAL SHALL NOT EXCEED 36" HIGH

UTILITIES, BY OTHERS

GENERAL CALLOUTS

KEY DESCRIPTION
1 2
3 4 5
6 7

IS APPROPRIATE FOR PLANTING AND AMEND PER SOIL ANALYSIS RECOMMENDATIONS 8 5FT. FIRE ACCESS
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
19 SM
3 PM
3 GN
3 CR
24 SM
9 AV
10 SM
30 SM
AV
11 AB
6 CR
3 CV
8 14
DM
SM
10 AV
6 7
AV
10 SM
SM
7 CV
4 AB
5 SM
21 AV
9 SM
9 SM
20 6
GN
CV
10 PM
3 SM
6 SM
8 6
CT CK
5 JP
9 7
JP18
RC
6 CV
CK
5 8
CV
8 AB
4 PM
123
DM
JP
6 JP
3 CT
19 5
CT
14 DM
14 DM
14 DM
14 DM
RP
9 38
RP
9 CT
6 JP
6 JP
W/DW/D
3 NL
2 NC
NL
3 AD
20 CT
18 5
AL
NC
2 8
AF
AL
7 2
SM
2 SM
2 SM
SM
2 SM
2 SM
2 2
SM
2 SM
SCALE: 1" = 10'-0"
0' 10' 20' 40'
x
REFER TO SHEET L-1.1 FOR GENERAL PLANTING NOTES.
x
REFER TO SHEETS L-7.1 FOR PLANTING DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

MWELO STATEMENT OF COMPLIANCE
"I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENTLANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY

FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE
DESIGN PLAN."
PHILIP A. VANDERTOOLEN, SENIOR PRINCIPAL
VANDERTOOLEN ASSOCIATES, INC.

CA LICENSE # 2798
DV
8 NOTE:

1. PLANT CAN SIZE PER SYMBOL.

SEE PLANT CONTAINER SIZE KEY.

PLANT ABBREVIATION

PLANTING CALLOUT LEGEND

NUMBER OF PLANTS

PLANT CONTAINER SIZE KEY
15 GALLON
5 GALLON
1 GALLON

SHRUB PLAN
L-4.1


SHRUB PLAN - 2ND FLOOR
SHRUB PLAN - 1ST FLOOR

SHRUBS BOTANICAL NAME COMMON NAME SIZE WUCOLS IV QTY
AV AGAVE VICTORIAE-REGINAE QUEEN VICTORIA AGAVE 5 GAL LOW 42 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL LOW 19
AD ASPARAGUS DENSIFLORUS `MYERS` MYERS ASPARAGUS 1 GAL MOD 20 AL AZALEA RUTHERFORDIANA 'ALASKA' ALASKA AZALEA 5 GAL MOD 12 AF AZALEA X 'FIELDER'S WHITE' FELDER'S WHITE SOUTHERN AZALEA 5 GAL MOD 8 CK CALAMAGROSTIS X A. `KARL FOERSTER` FEATHER REED GRASS 1 GAL MOD 10 CV CALLISTEMON VIMINALIS `LITTLE JOHN` DWARF WEEPING BOTTLEBRUSH 5 GAL LOW 36 CT CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL LOW 57
CR CORDYLINE AUSTRALIS 'RED STAR' RED STAR GRASS PALM 5 GAL LOW 6 GN GREVILLEA X `NOELLII` GREVILLEA 5 GAL LOW 9
JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL LOW 37
NL NANDINA D. `LEMON LIME` LEMON LIME NANDINA 5 GAL LOW 6 NC NEPETA FAASSENII CATMINT 1 GAL LOW 4
PM PODOCARPUS MACROPHYLLUS `MAKI` MAKI SHRUBBY YEW PODOCARPUS 15 GAL MOD 10 RC RHAMNUS CALIFORNICA `EVE CASE` CALIFORNIA COFFEE BERRY 5 GAL LOW 18 RP RHAPHIOLEPIS INDICA 'PINK DANCER' PINK DANCER INDIAN HAWTHORN 1 GAL LOW 47

GROUND COVERS BOTANICAL NAME COMMON NAME SIZE WUCOLS IV SPACING QTY DM DYMONDIA MARGARETAE SILVER CARPET DYMONDIA 1 GAL LOW 20" o.c. 193 SM SENECIO MANDRALISCAE BLUE FINGER 1 GAL LOW 24" o.c. 190 TURF SOD BIOFILTRATION SOD AVAILABLE AT DELTA BLUEGRASS SOD MOD 1,215 SF 800.637.8873

PLANT SCHEDULE
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
M
C1
SCALE: 1" = 10'-0"
0' 10' 20' 40'
x
REFER TO SHEET L-1.1 FOR GENERAL IRRIGATION NOTES.
x
REFER TO SHEETS L-8.1 THRU L-8.2 FOR IRRIGATION DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE

CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT
THREADED INLET/OUTLET.

PIPE TRANSITION POINT TO MULTI-EMITTER LAYOUT.

CONTRACTOR TO DETERMINE FINAL LOCATIONS &
QUANTITIES OF MULTI-EMITTER HEADS & LATERALS. SEE
DETAIL C, SHEET L-10.3.

RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY IN VALVE BOX WITH LOCKING COVER.
1" HOSE END GARDEN VALVE
NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT
VALVE LOCATION. SIZE RANGE - 1/4" - 3"
HUNTER FLOW SENSOR HFS-FCT-100

FLOW-SENSING ASSEMBLY W/NORMALLY OPEN SUPERIOR
3100 MASTER VALVE. FLOW SENSOR COMMUNICATION
CABLE TO BE RUN FROM FLOW SENSOR TO CONTROLLER.

MASTER VALVE CONTROL WIRE TO BE RUN FROM MASTER
VALVE TO CONTROLLER.

FEBCO LF825Y 1"

REDUCED PRESSURE BACKFLOW PREVENTER
HUNTER IC-2400

MODULAR CONTROLLER WITH WIRELESS SOLAR SYNC
MODULE, 24 STATIONS.

WATER METER 3/4"
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40

PIPE & WIRE SLEEVING UNDER ALL PAVING AS INDICATED
ON PLAN 2" MINIMUM SIZE OR TWICE THE SIZE OF PIPE

TO BE SLEEVED, WHICHEVER IS GREATER
C1
M

IRRIGATION EQUIPMENT LEGEND

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XACZ-100-PRF MEDIUM FLOW DRIP CONTROL
KIT, 1" ANTI-SIPHON VALVE FILTER, 1" RBY FILTER, AND 40PSI PRESSURE REGULATOR, FOR ABOVE GRADE INSTALLATION.
3 GPM-15 GPM.

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT
18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY
XF INSERT FITTINGS.

AREA TO RECEIVE DRIP EMITTERS
OLSON EH-12
VIBRACLEAN 12 OUTLET EMITTER HEAD W/ 1704 (1 GPH)
PRESSURE COMPENSATING EMITTER VALVES. PROVIDE
EMITTER OUTLETS AS FOLLOWS:

EMITTERS (2 ASSIGNED TO EACH 5 GAL PLANT)
EMITTERS (1 ASSIGNED TO EACH 1 GAL PLANT)

DRIP LEGEND
GENERAL IRRIGATION NOTES:

1. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION

EQUIPMENT SHOWN WITHIN PAVED AREAS IS FOR DESIGN

CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE
PLANTING AREAS. ALL VALVES AND SYSTEM EQUIPMENT
SHALL BE LOCATED IN PLANTING AREAS. CONTRACTOR

SHALL INSTALL MAINLINE AND LATERALS CLEAR OF JOINT
TRENCH PER CODE.

2. RECYCLED WATER IRRIGATION EQUIPMENT SHALL BE
INSTALLED WHERE APPLICABLE.

MWELO STATEMENT OF COMPLIANCE
"I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATEREFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE

EFFICIENT USE OF WATER IN THE I
RRIGATION DESIGN PLAN."
S-XX.X"
XX GPM

VALVE SIZE
TYPE

CONTROLLER DESIGNATION
VALVE # GALLONS PER

MINUTE QUANTITY

SYSTEM DESCRIPTION

RCV LEGEND
SHRUB

IRRIGATION PLAN
1F
L-5.1



THIS PROJECT'S IRRIGATION SYSTEM HAS BEEN DESIGNED TO BE RETROFITTED TO USE RECYCLED WATER WHEN IT BECOMES AVAILABLE.

UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
UP
UP

STEVENS CREEK BOULEVARD

BUCKINGHAM DRIVE
EUG

EUGEUGEUGEUG
M
C1
SCALE: 1" = 10'-0"
0' 10' 20' 40'
x
REFER TO SHEET L-1.1 FOR GENERAL IRRIGATION NOTES.
x
REFER TO SHEETS L-8.1 THRU L-8.2 FOR IRRIGATION DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

GENERAL IRRIGATION NOTES:

1. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION

EQUIPMENT SHOWN WITHIN PAVED AREAS IS FOR DESIGN

CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE
PLANTING AREAS. ALL VALVES AND SYSTEM EQUIPMENT
SHALL BE LOCATED IN PLANTING AREAS. CONTRACTOR

SHALL INSTALL MAINLINE AND LATERALS CLEAR OF JOINT
TRENCH PER CODE.

2. RECYCLED WATER IRRIGATION EQUIPMENT SHALL BE
INSTALLED WHERE APPLICABLE.

MWELO STATEMENT OF COMPLIANCE
"I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATEREFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE

EFFICIENT USE OF WATER IN THE I
RRIGATION DESIGN PLAN."
S-XX.X"
XX GPM

VALVE SIZE
TYPE

CONTROLLER DESIGNATION
VALVE # GALLONS PER

MINUTE QUANTITY

SYSTEM DESCRIPTION

RCV LEGEND
TREE

IRRIGATION PLAN
1F
L-5.2



SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD RWS-M-B-C
ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 18" LONG

WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECK
VALVE. RAIN BIRD BUBBLER 1402 0.5 GPM.2 PER TREE
1402

TREE BUBBLER LEGEND

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE

CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT
THREADED INLET/OUTLET.

PIPE TRANSITION POINT TO MULTI-EMITTER LAYOUT.

CONTRACTOR TO DETERMINE FINAL LOCATIONS &
QUANTITIES OF MULTI-EMITTER HEADS & LATERALS. SEE
DETAIL C, SHEET L-10.3.

RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT
VALVE LOCATION. SIZE RANGE - 1/4" - 3"
HUNTER FLOW SENSOR HFS-FCT-100

FLOW-SENSING ASSEMBLY W/NORMALLY OPEN SUPERIOR
3100 MASTER VALVE. FLOW SENSOR COMMUNICATION
CABLE TO BE RUN FROM FLOW SENSOR TO CONTROLLER.

MASTER VALVE CONTROL WIRE TO BE RUN FROM MASTER
VALVE TO CONTROLLER.

FEBCO LF825Y 1"

REDUCED PRESSURE BACKFLOW PREVENTER
HUNTER IC-2400

MODULAR CONTROLLER WITH WIRELESS SOLAR SYNC
MODULE, 24 STATIONS.

WATER METER 3/4"
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40

PIPE & WIRE SLEEVING UNDER ALL PAVING AS INDICATED
ON PLAN 2" MINIMUM SIZE OR TWICE THE SIZE OF PIPE

TO BE SLEEVED, WHICHEVER IS GREATER
C1
M

IRRIGATION EQUIPMENT LEGEND

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18

AREA TO RECEIVE DRIP EMITTERS
OLSON EH-12
VIBRACLEAN 12 OUTLET EMITTER HEAD W/ 1704 (1 GPH)
PRESSURE COMPENSATING EMITTER VALVES. PROVIDE
EMITTER OUTLETS AS FOLLOWS:

EMITTERS (2 ASSIGNED TO EACH 5 GAL PLANT)
EMITTERS (1 ASSIGNED TO EACH 1 GAL PLANT)

DRIP LEGEND

BUCKINGHAM DRIVE
GEUG
W/D

BUCKINGHAM DRIVE
GEUG
W/D
C2

BUCKINGHAM DRIVE
GEUG
W/D

BUCKINGHAM DRIVE
GEUG
W/D
C2
SCALE: 1" = 10'-0"
0' 10' 20' 40'
x
REFER TO SHEET L-1.1 FOR GENERAL IRRIGATION NOTES.
x
REFER TO SHEETS L-10.1 THRU L-10.2 FOR IRRIGATION DETAILS.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

GENERAL IRRIGATION NOTES:

1. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION

EQUIPMENT SHOWN WITHIN PAVED AREAS IS FOR DESIGN

CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE
PLANTING AREAS. ALL VALVES AND SYSTEM EQUIPMENT
SHALL BE LOCATED IN PLANTING AREAS. CONTRACTOR

SHALL INSTALL MAINLINE AND LATERALS CLEAR OF JOINT
TRENCH PER CODE.

2. RECYCLED WATER IRRIGATION EQUIPMENT SHALL BE
INSTALLED WHERE APPLICABLE.

S-XX.X"
XX GPM

VALVE SIZE
TYPE

CONTROLLER DESIGNATION
VALVE # GALLONS PER

MINUTE QUANTITY

SYSTEM DESCRIPTION

RCV LEGEND

MWELO STATEMENT OF COMPLIANCE
"I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATEREFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE

EFFICIENT USE OF WATER IN THE I
RRIGATION DESIGN PLAN."

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD RWS-B-C
ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 18" LONG

WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECK
VALVE. RAIN BIRD BUBBLER 1402 0.5 GPM.2 PER TREE
1402

TREE BUBBLER LEGEND

SHRUB & TREE

IRRIGATION PLAN
2F
L-5.3


SHRUB IRRIGATION - 2ND FLOOR
TREE IRRIGATION PLAN - 2ND FLOOR

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD ASVF

ELECTRIC REMOTE CONTROL VALVE, WITH
ATMOSPHERIC BACKFLOW PREVENTER. 3/4", 1"
AVAILABLE.
1" HOSE END GARDEN VALVE
HUNTER IC-2400

MODULAR CONTROLLER WITH WIRELESS SOLAR SYNC
MODULE, 24 STATIONS.

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40

PIPE & WIRE SLEEVING UNDER ALL PAVING AS INDICATED
ON PLAN 2" MINIMUM SIZE OR TWICE THE SIZE OF PIPE

TO BE SLEEVED, WHICHEVER IS GREATER
C2

IRRIGATION EQUIPMENT LEGEND

DRIP IRRIGATION LEGEND

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XACZ-100-PRF MEDIUM FLOW DRIP CONTROL KIT, 1" ANTI-SIPHON VALVE FILTER, 1" RBY FILTER, AND 40PSI
PRESSURE REGULATOR, FOR ABOVE GRADE INSTALLATION.
3 GPM-15 GPM..

AREA TO RECEIVE DRIP BUBBLERS

RAIN BIRD PCT BUBBLER, LOW FLOW PRESSURE
COMPENSATING MODULES. OFFERED IN 5 GPH AND 10 GPH
FLOWS. LIGHT BROWN = 5 GPH AND GREEN = 10 GPH.

AREA TO RECEIVE DRIP EMITTERS
OLSON EH-12
VIBRACLEAN 12 OUTLET EMITTER HEAD W/ 1704 (1 GPH)
PRESSURE COMPENSATING EMITTER VALVES. PROVIDE
EMITTER OUTLETS AS FOLLOWS:

EMITTERS (2 ASSIGNED TO EACH 5 GAL PLANT)
EMITTERS (1 ASSIGNED TO EACH 1 GAL PLANT)
Bubbler Notes:

PCT-05 bubbler (1 assigned to each 1 gal plant)
PCT-10 bubbler (1 assigned to each 5 gal & 15 gal plant)

THIS PROJECT'S IRRIGATION SYSTEM HAS BEEN DESIGNED TO BE RETROFITTED TO USE RECYCLED WATER WHEN IT BECOMES AVAILABLE.

A B C
FED
G H

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

CONSTRUCTION

DETAILS
L-6.1



CONCRETE PAVING
SCALE: 1-1/2" = 1'-0"
1 CONCRETE PAVING. SEE
CONSTRUCTION PLAN, SHEET L-2.0,
FOR COLOR AND FINISH.
4"
2 3
4 CLASS II AGGREGATE BASE,

COMPACTION, & THICKNESS PER SOIL'S
REPORT RECOMMENDATION.
5 6

REINFORCING PER SOIL'S REPORT
RECOMMENDATION.
1/2" TOOLED RADIUS.

COMPACTED SUBGRADE OR
ENGINEERED FILL.
1/4" WIDE X 3/4" DEEP TOOLED CONTROL
JOINT (SEE PLANS).
7 3/8" WIDE FIBER FILLED EXPANSION
JOINT @ 20' O.C. MAX W/ POLYSULFIDE
SEALANT. SEALANT COLOR TO MATCH
ADJACENT PAVING.
8 FINISH GRADE. 2" BELOW TOP OF
PAVING FOR PLANTING AREA AND 1"
BELOW TOP OF PAVING FOR TURF.
9 THICKENED EDGE AT PLANTING AREA
WHERE REQUIRED.
1 2
3 6"
8 9
6 7
4 5
1 2
8 1
2 6
SCALE: 1" = 1' - 0"

PLAY SURFACE

DRAIN CONNECTION PER ARCHITECT
9 POURED IN PLACE RUBBER TOP SURFACE. SEE

CONSTRUCTION CALLOUT PLAN FOR COLOR
SPECIFICATION.

PODIUM DECK PER ARCHITECT3
4 POURED IN PLACE SHREDDED
SBR RUBBER CUSHION LAYER.
5 7

GRAVEL BASE ROCK PER ARCHITECT
40 OZ. WOVEN FILTER FABRIC. OVER ENTIRE
SUBGRADE AND DRAIN MAT. AVAIL. FROM
FABRISCAPE INC. (800) 992.0550 OR EQUAL.
3' x 3' SUB SURFACE ENKA DRAIN MATERIAL OR
EQUAL OVER DRAIN INLET.

CONNECTION TO STORM DRAIN LINE PER CIVIL

ENGINEER

SLOPE TO DRAIN, PER STRUCTURAL ENGINEER
3 4
56 7
8 9
9 1 2"
SEE NOTE 1
NOTES

1. DEPTH OF CUSHION LAYER SHALL BE DETERMINED BY

MANUFACTURER IN ACCORDANCE WITH ALL SAFETY
REGUALTIONS. SEE TABLE

2. INSTALLED SURFACING SHALL PROVIDE IMPACT ATTENUATION

FOR THE SPECIFIED PLAY EQUIPMENT WITH CONFIRMED FALL
HEIGHT. CONTRACTOR SHALL PROVIDE SURFACE

MANUFACTURERS CERTIFICATION THAT PROPOSED

SURFACING DEPTH MEETS THIS CRITERIA
ASTM 1292

FALL HEIGHT REQUIREMENTS

CRITICAL FALL HEIGHT TOTAL SYSTEM DEPTH

OF EQUIPMENT
UP TO 4' CFH 1.75"
UP TO 5' CFH 2.25"
UP OT 6' CFH 2.75"
6 1
3 4
5 SCALE: 1" = 1' - 0"

PAVING TO POURED IN PLACE TRANSITION
POURED IN PLACE RUBBER SURFACE.

ADJACENT CONC. PAVING REFER TO
DETAIL A, THIS SHEET.

GRAVEL DRAIN ROCK PER ARCHITECT

PODIUM DECK PER ARCHITECT
POURED-IN-PLACE CONCRETE CURB.
12" LONG #3 BAR @ 32" O.C.
4 1
4 2%1%
5 6
6"
2 NOTES:

1. PROVIDE DEEP SCORELINES @ 10'
O.C. AND FULL DEPTH EXPANSION
JOINT @ 20' O.C.
2 3

PLASTIC HEADERBOARD
SCALE: 1-1/2" = 1'-0"
5 4
1 5
2 4
3 2
1 3
6 6
SET HEADER 2" ABOVE GRADE AT
SHRUBS AND 1" AT TURF.

FINISH GRADE AT SHRUB /
GROUNDCOVER AREA. 2" BELOW TOP
OF STAKE.
18" PRE-DRILLED STAKE @ 3' O.C. MIN.

DOUBLE 1X BEND-A-BOARD AT
RADIUS SECTIONS LESS THAN 3'
ONLY, LEAVE 1/2" GAP IN
SLIP JOINTS & END OF RUNS.
(AVAILABLE FROM EPIC PLASTICS)
SCREW TO STAKES W/ (2) #10 X 3"
GALV. DECK SCREWS.

FINISH GRADE AT TURF AREAS. 1"
BELOW TOP OF STAKE.
7 GAUGE HAIRPIN (AVAILABLE FROM
EPIC PLASTICS) AT SLIP JOINTS.
2X BEND-A-BOARD AT RADIUSES
LARGER THAN 3' AND STRAIGHT
SECTIONS ONLY. PROVIDE 4" LAP
JOINTS @ CONTINUOUS JOINTS.
7 7
2 1

EPIC PLASTICS
104 E. TURNER RD. LODI, CA. 95240
(209) 333-6161
SMALL
RADIUS

SECTION
LARGE

RADIUS &

STRAIGHT

SECTION
45°
SCALE: 3/4" = 1'-0"

BLOCK WALL

BASALITE BEVELED WALL CAP

BASALITE PROTO II WALL SYSTEM,
8 x 8 x 16 CMU, GROUT SOLID ALL CELLS.

BASALITE SMOOTH FINISH, GROUND FACE
CONCRETE MASONRY UNIT.

FINISH GRADE.

COMPACTED SUBGRADE PER GEOTECH
REPORT.

CONCRETE FOOTING PER STRUCTURAL
ENGINEER.
1 2
3 4
5 6
6 2
3 3
1 6'-0"
NOTES:

A. REFER TO CALLOUT SCHEDULE ON SHEET
L-3.1 FOR ALL MATERIALS, COLORS, TYPES,
FINISHES, AND ADDITIONAL INFORMATION.

B. ATTACH CAP WITH TYPE S MORTAR PER
MANUFACTURER'S SPECIFICATIONS.

C. APPLY ANTI-GRAFFITI COATING TO WALL.

SECTION
12"
MIN.
4 8"
PL
5 42" HIGH GUARDRAIL - AMERISTAR

NOT TO SCALE
AMERISTAR AEGIS II EXTREME MAJESTC PRE-FAB.

STYLE TO BE 2-RAIL 8' PANELS AND POST ARE GALV.

STEEL WITH "PERMACOAT" FINISH. COLOR TO BE
SLATE GRAY TO MATCH ARCHITECTURE.

SURFACE MOUNT TO WALL PER MANUFACTURER

SPECIFICATIONS
NTS

FOOTING FOR PLAY EQUIPMENT POST

SURFACE MOUNT PLAY EQUIP POST
EMBED PLATE, S.S.D.

FOOTING FOR

PLAYGROUND

STEEL POST

REQUIRES
MINIMUM 4" DEPTH

PLAY SURFACE DRAINAGE,

SEE DETAIL D, THIS SHEET

PLAY SURFACE SHALL COVER

THE POST FOOTING

PODIUM SLAB PER ARCHITECT
4"

BARBEQUE
SCALE:3/4" = 1'-0"
2" 2"
1"
4"
4" 34"
4 1
2 3
5 6

ELEVATION
7 9 9
15"
27" MIN.

CL
1'-8" 1'-8"
4'-0"
PLAN
4 3
2 1 STUCCO FINISH-COLOR TO MATCH
ADJACENT ARCHITECTURE.

COLOR TO BE SHERWIN WILLIAMS
GRAY CLOUDS .

DECKTON PORCELAIN COUNTER.

COLOR TO BE:XX
32" STAINLESS STEEL ELECTRIC

BARBEQUE UNIT
UNIT PER COLUMN CONCEPTS.
(707)747-0400
5 STAINLESS STEEL DOOR
6 FINISH SURFACE.
7 ELECTRICAL LINE FOR EACH
BBQ BY OTHERS.
8 ADA ACCESSIBLE VOID BELOW

COUNTER TOP WITH WALL AT
REAR OF BBQ UNIT.
9 60 MINUTE TIMER SWITCH,
1 AT EACH BBQ.
5'-6" 5'-6"
3"

SECTION
25"
CL
15"
4'-0"
A

CONSTRUCTION

DETAILS
L-6.2


SCALE: NTS

POT IMAGERY
36" TOP X 29.5" BOTTOM X 34" TALL
USC-3600 GFRC URBAN ROUND PLANTER

WITH MATCHING IRRIGATION INSERT

TOURNESOL SITEWORKS

URBAN COLLECTION PLANTER
COLOR: ROYALTY BLUE
FINISH: SMOOTH
B
SCALE: NTS

PLAY STRUCTURE
AVAILABLE FROM: PARK PLANET

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

HANDRAIL & RAMP

NOT TO SCALE
6' O.C. MAX.

EQUAL SPACING
34"
1'-0"
MIN.
1'-0"
MIN.

8.3% MAX.
1-1/2" O.D. STEEL RAIL AND POSTS. COLOR
SHALL BE POWDER-COAT BLACK.

RAISED CURB PER CIVIL ENGINEER'S PLANS.

RAMP SURFACE, SLOPE, AND FINISH GRADE
PER CIVIL ENGINEER'S PLANS.
3"x12" CAN FORM POUR ROCK SOLID.
1 1
2 2
3 3
4"4"
4 3
NOTE:
- WHERE THE EXTENSION

OF THE HANDRAIL IN THE

DIRECTION OF THE RAMP

RUN WOULD CREATE A

HAZARD, THE EXTENSION
SHALL BE TURNED 90° TO
THE RUN OF THE RAMP.
- METAL SHALL BE FILLET

WELD AND GROUND
SMOOTH.

R3"
R3"

PER STRUCTURAL

ENGINEER

PER STRUCTURAL

ENGINEER
1 3
4 POST IN PLANTING AREA
2 6"
42 C
A B C
FED
G

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

PLANTING

DETAILS
L-7.1



SHRUB PLANTING
N.T.S.

SHRUB - SET CROWN OF ROOTBALL
2" ABOVE FINISH GRADE.
3" HIGH WATERING BASIN.

FINISH GRADE.

AMENDED BACKFILL.

SET ROOTBALL ON LIGHTLY TAMPED
SUPPORT.

PLANT TABLETS - SEE GENERAL
PLANTING NOTES, SHEET L-1.1 FOR
QUANTITY AND SPECIFICATION.
3" DEPTH MULCH.

COMPACTED SUBGRADE OR
ENGINEERED FILL.

NOTE:

1. FERTILIZER TABS ARE NOT TO BE

USED WITH CALIFORNIA NATIVE
SHRUBS.

2. DO NOT USE AMENDED SOIL FOR
CALIFORNIA NATIVE SHRUBS.

TWICE ROOTBALL

DIAMETER
6"1"
1 1
2 3
4 5
6 7
88 6
4 3
2 5
7 C
B
C
N.T.S.

GROUND COVER SPACING CHART
A
A
PLANTING GRID:

A = TRIANGULAR SPACING B= ROW SPACING* C=PERIMETER SET-BACK PLANT SPACING SCHEDULE:
6"
12"
18"
24"
36" 31"±
21"±
16"±
10 1/2"±
5"±
* 0.866 X A
4"
10"
12"
18"
24"
48" 41"± 36"
60" 52"± 48"

TREE STAKING
N.T.S.

TREE.
2" DIAMETER LODGE POLE
PINE STAKE SET 30" INTO

GRADE OR UNDISTURBED

SUBGRADE A MINIMUM OF
12" BELOW BOTTOM OF
ROOTBALL. PLACE STAKES

PARALLEL TO PREVAILING
WINDS.

RUBBER TWIST TIES - KNOT

AND ATTACH TO STAKE W/
ROOFING TACK.

TREE ROOTBALL SET ON
LIGHTLY TAMPED SOIL. DO

NOT PENETRATE ROOTBALL
WITH STAKES.
3" DEEP WATERING BASIN
WITH BARK MULCH.

FINISH GRADE.

AMENDED BACKFILL.

PLANT TABLETS PER

GENERAL PLANTING NOTES,
SHEET L-1.1 FOR QUANTITY
AND SPECIFICATION.

RUBBER TWIST TIES

WRAPPED IN A FIGURE
"8" AROUND TRUNK

TWICE ROOTBALL

DIAMETER
6" 12"
1/21/24"

TO FIRST BRANCH

PREVAILING WIND
PLAN

ELEVATION
NOTE:

1. SCARIFY SIDES OF PLANTING
PIT.

2. FERTILIZED TABS ARE NOT TO

BE USED WITH CALIFORNIA
NATIVE PLANTS.

3. DO NOT USE AMENDED SOIL

FOR CALIFORNIA NATIVE
TREES.

4. SET CROWN OF ROOTBALL 1"
ABOVE GRADE.
1 2
3 4
5 6
7 8
1 2
3 5
6 7
8 4
5 2
1 5
4 4
5 3
2 3
2 1

ROOT BARRIER
N.T.S
NOTE:

1. REFER TO THE TREE PLAN, SHEET L-2.1
FOR TREE PLACEMENT AND SETBACKS.

ALL TREES PLANTED WITHIN TREE

SETBACKS OUTLINED ON THE TREE
PLAN, SHEET L-2.1, SHALL RECEIVE

LINEAR RECYCLED PLASTIC ROOT

BARRIER PARALLEL TO ALL PAVING
AND/OR UTILITIES (24" DEPTH X 10'
EACH SIDE, MIN.) MANUF. DEEP ROOT
OR EQUAL. SET ROOT BARRIER 1"
ABOVE FINISH GRADE.

AMENDED BACKFILL.

CONCRETE PAVING. SEE DETAIL A,
SHEET L-8.1.

CONCRETE CURB AND GUTTER PER
CIVIL ENGINEER.

TREE ROOTBALL. SEE DETAIL A, THIS

SHEET FOR TREE PLANTING
INFORMATION.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

IRRIGATION

DETAILS
L-8.1


A B C
FED
G H I
NOTES:

1. LEMEUR ENCLOSURE UNIT SHALL BE HINGED;

PROVIDE ADEQUATE SIZE AS REQUIRED TO
HINGE OVER BACKFLOW UNIT.CAST SUPPORT
HARDWARE INTO CONCRETE SLAB.

2. PROVIDE INSULATED BLANKET, POLAR BLANKET
OR EQ.

3. INSTALLATION SHALL BE APPROVED & DEVICE

SHALL BE TESTED BY AN AWWA CERTIFIED
BACKFLOW TESTER.

IRRIGATION MAINLINE FROM WATER METER.

PVC FEMALE ADAPTER.

GALVANIZED 90 ELBOW.
4" CONCRETE PAD ON 4" COMPACTED
AGGREGATE BASE. INSTALL PVC PIPE SLEEVE
PRIOR TO INSTALLATION OF CONCRETE PAD.

DIELECTRIC UNION.

BRASS NIPPLE, TYPICAL.

FLOW
FLOW
18" MIN
18" MIN12" MIN
6"4"

REDUCED PRESSURE BACKFLOW
N.T.S.

BRASS 90 ELBOW, TYPICAL.

FINISH GRADE.

GALVANIZED NIPPLES, WRAP UNDERGROUND
PIPE WITH (2) WRAPS PIPE TAPE.

CONCRETE THRUST BLOCK ON 2 1/2" PIPE
SIZE OR LARGER. SIZE OF THRUST BLOCK AS
SPECIFIED BY PIPE MFR.

BRONZE WYE STRAINER, LINE SIZE.

REDUCED PRESSURE BACKFLOW PREVENTER
WITH IN LINE VALVES; INSTALL PER LOCAL
CODE & PREFER APPROVED LIST OF DEVICES.

BACKFLOW PREVENTER ENCLOSURE BY
LEMEUR MANUFACTURING OR APPROVED EQ.

PVC MAINLINE SUPPLY TO VALVES.

PREVENTER
1 2
3 4
5 6
7 8
9 10
11 12
13 14
1 2 2
3 4
5 5
6 6
6 77
8 99
10 11
1213
14 MASTER VALVE W/ FLOW SENSOR
SCALE: N.T.S.

NOTES:

1. ALL WIRES SHALL BE INSTALLED PER LOCAL CODE.

2. INSTALLATION TO BE COMPLETED IN ACCORDANCE W/
MANUFACTURER'S SPECIFICATIONS.

3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN
VALVE BOX (10 WRAPS AROUND AT 1/2" DIA. PIPE).

4. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN

GROUND COVER/SHRUB AREAS AND SET FLUSH WITH FINISH
GRADE IN TURF AREAS.

5. UTILIZE PURPLE IDENTIFICATION FOR RECLAIMED LINES.
1 2
3 4
5 6
7 8
9 10
10x PIPE DIAMETER
18" MIN.
8 3
2 10
5 4
7 6
1 5
4 9
8 3
7 6 FLOW
MASTER VALVE. SEE LEGEND
FOR TYPE.

FLOW SENSOR. SEE LEGEND
FOR TYPE.

ROUND VALVE BOX W/ M.V.

OR F.S. BURNED INTO LID
(MIN. 2" HIGH)

VALVE BOX EXTENSION,

LENGTH AS REQUIRED

PVC MAINLINE

PEA GRAVEL

BRICK SUPPORTS

FINISH GRADE

WIRE W/ SHIELDED CABLE

TO CONTROLLER ASSEMBLY
W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE
SPLICE CONNECTORS. WIRE

COLORS PER
SPECIFICATIONS.

FLOW SENSOR WIRES W/

SHIELDED CABLE TO
CONTROLLER ASSEMBLY.

GATE VALVE 2.5" OR LESS
N.T.S.

VALVE BOX W/ LOCKING COVER AND "GV"
BURNED INTO LID (MIN 2" HIGH).

FINISH GRADE
GATE VALVE. SEE LEGEND FOR TYPE.

VALVE BOX EXTENSION, LENGTH
AS REQUIRED.

PVC MAINLINE
LINE SIZE THREADED PVC MALE ADAPTER.

PEA GRAVEL

BRICK SUPPORTS
RECLAIMED WATER TAG. SEE NOTE.
18"
DO NOT
DRINK
NOTE:

1. UTILIZE PURPLE IDENTIFICATION FOR
RECLAIMED LINES.

2. SET BOXES 1" ABOVE FINISH GRADE OR

MULCH COVER IN GROUND COVER/ SHRUB

AREAS AND SET FLUSH WITH FINISH
GRADE IN TURF AREAS.
1 2
3 4
5 6
7 8
9 1
2 3
4 5
6 7
8 9

STAKED QUICK COUPLER
SCALE: N.T.S.
3"
10" MINIMUM ROUND PLASTIC VALVE BOX
W/ LOCKING COVER AND "QC" BURNED
INTO LID (MIN. 2" HIGH)

FINISH GRADE

QUICK COUPLER W/ RUBBER COVER
PEA GRAVEL. (HOLD ROCK ABOVE SWING
JOINT)
PVC SCH. 80 RISER; LENGTH AS REQ'D.

PVC SCH. 40 COUPLING (TT).

PRE-MANUFACTURED PVC DOUBLE SWING
JOINT ASSEMBLY.

PVC SCH. 40 REDUCER BUSHING.

PVC SCH. 40 SST TEE.

PVC MAINLINE.

BRICK SUPPORTS.

GALVANIZED REBAR STAKE W/ TWO
STAINLESS STEEL CLAMPS.
1 2
3 4
5 6
7 8
9 10
11 12
2 1
3 4
5 6
11 7
8 9
10 12
11 1
2 3
4 5
12 6
5 10
11 12
2 4
9 8
6 7
10 11
7 8
A-1
9 9
6 3
1 NOTES:

1. ALL WIRE SHALL BE INSTALLED PER LOCAL CODE.

2. PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX (10 WRAPS AROUND
A 1/2" DIA. PIPE).

3. SET BOXES 1" ABOVE FINISH GRADE OR MULCH

COVER IN GROUND COVER/ SHRUB AREAS AND
SET FLUSH WITH FINISH GRADE IN TURF AREAS.

4. SCH 80 FITTING UPSTREAM OF VALVE.

5. UTILIZE PURPLE IDENTIFICATION FOR RECLAIMED
LINES.

REMOTE CONTROL VALVE. SEE LEGEND
FOR TYPE.

FINISH GRADE
WATERPROOF WIRE CONNECTORS.

MANUAL UNION BALL VALVE, SAME SIZE
AS REMOTE CONTROL VALVE.

CONTROL WIRES

RECTANGULAR OR JUMBO VALVE BOX W/
LOCKING COVER AND VALVE I.D. BURNED
INTO LID (MIN. 2" HIGH). SEPARATE FOR
LARGER VALVE ZONE AS NEEDED.

PVC UNION

PVC LATERAL PIPE

BRICK SUPPORTS

PEA GRAVEL
I.D. TAG; NUMBERED TO MATCH PLANS.

PVC MAINLINE
RECLAIMED WATER TAG. SEE NOTE #5.13
DO
NOT
DRINK
13 18" MIN. 7"
6" MIN.

N.T.S.

REMOTE CONTROL VALVE W/

BALL VALVE
90° ELBOW
(T X T)

DRIP REMOTE CONTROL VALVE
N.T.S.
7 8
9 10
11 12
13 14
NOTES:

1. ALL WIRE SHALL BE INSTALLED PER LOCAL
CODES

2. PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX. (10 WRAPS AROUND
1/2" DIA PIPE)

3. SET BOXES 1" ABOVE FINISH GRADE OR MULCH

COVER IN GROUND COVER/ SHRUB AREA AND
FLUSH WITH FINISH GRADE IN TURF AREA.

AMETEK PLASTIC VALVE BOX W/ GREEN
LOCKING COVER OR EQUAL AND "RCV" BURNED
INTO LID (MIN. 2" HIGH)

PVC UNION

PVC LATERAL PIPE (DEPTH PER SPECIFICATION)

BRICK SUPPORTS

PRESSURE REGULATOR
3/4" DRAIN ROCK
CHRISTY I.D. TAG; NUMBERED TO MATCH PLANS

PVC MAINLINE
1 2
4 7
8 9
10 1112
A-1
13 5
6 14
1 2
3 4
6 5

DRIP REMOTE CONTROL VALVE ASSEMBLY W/

BALL VALVE, FILTER, & PRESSURE REGULATOR

FINISH GRADE, COMPACT SOIL AROUND VALVE
BOX

WIRE CONNECTORS

BALL VALVE

WYE FILTER

CONTROL WIRES
3 90° ELBOW
(T X T)

PIPE & WIRE TRENCHING DETAIL
SCALE: N.T.S.

WIRING

LATERAL

MAINLINE

SNAKE ALL PLASTIC PIPE

INTO TRENCHES AS
SHOWN.

INSTALL ALL 120

VOLT WIRE IN

CONDUIT PER
LOCAL CODE.

PROVIDE A 20" LOOP IN WIRE

AT ALL CHANGES OF

DIRECTION GREATER THAN
30°. REMOVE TIES AFTER ALL

CONNECTIONS HAVE BEEN
MADE.

REMOTE

CONTROL
VALVE
WIRING
120 VOLT
WIRING

LATERALMAIN SUPPLY
*2 1/2" and smaller: 18"
3" and larger: 24"

MAIN SUPPLY, LATERAL

AND WIRING
PLAN

TAPE AND BUNDLE
WIRING AT 10' O.C.

MAXIMUM.

ALL MAINLINE SHALL BE

INSTALLED PER MFG'S
SPECIFICATIONS.

SECTION
18"
18"
*
*
18"

PER LOCAL
CODE
12"
10' MAX.

VALVE BOX INSTALLATION
SCALE: 1/4" = 1'-0"
12" 12" 12"
12"
TYP
EDGE OF LAWN, WALK, FENCE, CURB, ETC.
14' X 19" RECTANGULAR

VALVE BOX
23' X 33" RECTANGULAR

VALVE BOX

TOP VIEW
NOTES:

1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE.

2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/ SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA.

3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/ SHRUB AREA WHERE POSSIBLE.

INSTALL IN LAWN ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO LAWN.

4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.

5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.
1 2
3 4
5 6
115 V PLUG INTO GFI HOUSE
OUTLET.

IRRIGATION CONTROLLER
PER LEGEND.

WALL.

FLOOR.

PVC SWEEP ELL.

U.F. DIRECT BURIAL WIRES
(TO REMOTE CONTROL
VALVE).

NOTE:

ALL ELECTRICAL WORK SHALL

COMPLY W/ LOCAL AND NATIONAL
CODES
2 3
5 4
6 1
5 INDOOR IRRIGATION CONTROLLER
N.T.S.

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

IRRIGATION

DETAILS
L-8.2


A B C
ED
N.T.S.
6 7
8 9
10 11
5 4
9 7
6 4
5 1
3 2
10 FINISH GRADE.
4" LOCKING GRATE. INSTALL FLUSH WITH FINISH
GRADE OR TOP OF MULCH. (SEE NOTE #3)

PRESSURE COMPENSATING BUBBLER PER
LEGEND

ROOT WATERING SYSTEM (RWS) UNIT
(QUANTITY PER LEGEND). SEE NOTES BELOW.

PRE-ASSEMBLED FITTINGS.
1/2" FLEXIBLE SWING PIPE. MAXIMUM LENGTH OF
18".
1/2" NPT X BARB SWING PIPE ELBOW.

PVC SCH 40 TEE OR ELL. (ST.)
LATERAL PVC PIPE.

OPTIONAL PEA GRAVEL FOR CLAY SOILS.

OPTIONAL SAND SOCK FOR SANDY SOILS.
1 3
2 8
11 3"
NOTES:

1. ONCE RWS HAS BEEN INSTALLED, FILL THE BASKET WITH PEA GRAVEL.

2. RWS INCLUDES FACTORY ASSEMBLED RISER, BUBBLER, GRATE, SWING ASSEMBLY, CANISTER & FITTINGS.

3. FOR RECLAIMED WATER APPLICATION, INSTALL PURPLE GRATE.

TREE BUBBLER - ROOT WATERING

SYSTEM (RWS)
4"-6"
NOTE:

1. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION

SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH
LEG OF THE CHANGE OF DIRECTION.

COMPRESSION TEE
SUB-SURFACE DRIPLINE. SEE LEGEND FOR TYPE & SPACING.

INLINE DRIP EMITTER. SEE LEGEND FOR TYPE & SPACING.

FINISH GRADE OR SHRUB BED WITH MULCH

GALVANIZED TIE-DOWN STAKE
1 2
3 4
4 3
2 1

SUB-SURFACE DRIPLINE
N.T.S.
5 5

FINISH GRADE

FLUSH CAP FOR EASY FIT
COMPRESSION FITTINGS:

POTABLE:RAIN BIRD MDCFCAP
NON-POTABLE: RAIN BIRD MDCFPCAP
EASY FIT COUPLING:

RAIN BIRD MDCFCOUP
SUBTERRANEAN EMITTER BOX:

RAIN BIRD SEB 7XB
SUB-SURFACE DRIPLINE:

RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFS DRIPLINE
NON-POTABLE: XFSP DRIPLINE
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
BRICK (1 OF 2)
NOTE:

1. ALLOW A MINIMUM OF 6-INCHES OF

DRIPLINE TUBING IN VALVE BOX IN

ORDER TO DIRECT FLUSHED WATER
OUTSIDE VALVE BOX.

SUB-SURFACE DRIP FLUSH VALVE
SCALE: NTS
1 2
3 4
5 6
7 7
6 4
5 2
3 SUB-SURFACE DRIP AIR RELIEF VALVE
N.T.S.
13 FINISH GRADE AT TURF CONDITIONS
10" ROUND BOX.

FINISH GRADE AT SHRUB PLANTING
1/2" AIR VACUUM/ RELIEF VALVE: TO BE

INSTALLED AT HIGH POINTS IN DRIP
ZONE.
1/2" X 3/4" PVC REDUCER BUSHING.

BARB X FEMALE ADOPTER TEE
DRIPLINE TUBING. SEE LEGEND FOR
TYPE.
3" MINIMUM DEPTH OF 3 4" WASHED
GRAVEL.

BRICK SUPPORT (TYP-3)

TOP OF MULCH
2 3
4 5
6 7
8 9
21 4
5 6
7 9
8 10
10 ON-SURFACE DRIPLINE:

RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFS DRIPLINE
NON-POTABLE: XFSP DRIPLINE

INLINE DRIP EMITTER OUTLET, SEE
PLANS FOR DRIPLINE OUTLET SPACING.

BARB TEE 17x17x17mm

RAIN BIRD XFF-TEE
BARB COUPLING 17x17mm

RAIN BIRD XFF-COUP
BARB ELBOW 17x17mm

RAIN BIRD XFF-ELBOW

BARB MALE ADAPTER
17mm X 1/2" MPT
RAIN BIRD XFF-MA-050
17mm X 3/4" MPT
RAIN BIRD XFF-MA-075
PVC TEE SxSxT

PVC LATERAL SUPPLY HEADER
TIE DOWN STAKE:

RAIN BIRD TDS-050 WITH BEND (TYPICAL)

FINISH GRADE

RAIN BIRD XF SERIES BLANK TUBING

LENGTH AS REQUIRED
4"-6"
NOTES:

1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND,
FOUR FEET IN LOAM, AND FIVE FEET IN CLAY.

2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION

SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON
EACH LEG OF THE CHANGE OF DIRECTION.

3. SAVE YOUR HANDS. USE THE RAIN BIRD FITTINGS-TOOL
XF INSERTION TOOL FOR FITTING ASSEMBLY.

SUB-SURFACE DRIP RISER ASSEMBLY
SCALE: NTS
1 2
3 4
5 6
7 8
9 10
11 10
4 9
2 7
8 1
3 1
5 11
6 F

PRE-FABRICATED FLEXIBLE DRIPLINE

FLUSH HEADER WITH PRE-INSTALLED
SWIVEL BARB FITTINGS.

SWIVEL BARB FITTING.

FLUSH POINT WITH PVC CAP, SEE DETAIL E,
THIS SHEET.

PERIMETER OF AREA.

PERIMETER DRIPLINE PIPE TO BE INSTALLED
2"-4" FROM PERIMETER OF AREA.

BARB X BARB INSERT TEE (TYPICAL).

DRIPLINE (TYPICAL). SEE IRRIGATION
LEGEND FOR TYPE.

PRE-FABRICATED FLEXIBLE DRIPLINE

SUPPLY HEADER WITH PRE-INSTALLED
SWIVEL BARB FITTINGS.

PVC SUPPLY PIPE FROM CONTROL ZONE KIT
(SIZED TO MEET LATERAL FLOW DEMAND).
1/2" AIR RELIEF VALVE. SEE DETAIL D, THIS
SHEET. SEE NOTE #3.
2"-4" NOTES:

1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER

SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS
AND CHANGES IN ELEVATION.

2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT

EXCEED THE MAXIMUM SPACING SHOWN IN THE
ACCOMPANYING TABLE.

3. AIR RELIEF VALVES ARE NOT REQUIRED FOR DRIPLINES
WITH BUILT IN CHECK VALVES.

INSET A

INSET A
OP

INSET C

INSET B
Dripline Maximum Lateral Lengths
(Feet)
Inlet Pressure psi
12" Spacing 18" Spacing
Nominal Flow (gph) Nominal Flow (gph)

0.6 0.9 0.6 0.9
20 192 136 254 215
30 289 205 402 337
40 350 248 498 416
50 397 281 573 477

INSET B

INSET C

SUB-SURFACE DRIPLINE (IRREGULAR SHAPED LAYOUT W/ FLEXIBLE QF N.T.S.

TOTAL LENGTH OF SELECTED DRIPLINE

SHOULD NOT EXCEED LENGTH SHOWN
IN TABLE.

PVC SCH 40 ELL (TYPICAL).

PVC SCH 40 RISER PIPE.

PVC SCH 40 TWIST LOCK FITTING
ADAPTER.

OPERATION INDICATOR.

INSTALL NEAR FLUSH VALVE.

PVC SCH 40 TWIST LOCK FITTING & CAP.

PVC SCH 40 BALL VALVE.

GALVANIZED TIE-DOWN STAKES.

TREE TRUNK & WATERING BASIN.

DRIPLINE SHALL NOT BE PLACED
WITHIN WATERING BASIN.

FINISH GRADE.
3" DEPTH DECORATIVE BARK MULCH
1 2
3 4
5 6
7 8
9 11
12 13
14 15
16 17
18 19
20 PRE-FABRICATED DRIPLINE HEADER)
21 1
1 1
2 23 3
4 56
7 7
7 89
11 14
1415
16 17
18 19

DRIP MANIFOLD

BURIAL DEPTH
4-6"
899
12 13
14 2
20 10
AR
10 21
G
12" MIN. 24" MIN.

HOSE BIB.

HEAVY DUTY GALVANIZED STEEL
'PUNCH-LOK' FASTENER, TWO (2)
REQUIRED.

SCH. 80 THREADED NIPPLE,
LENGTH AS REQUIRED.

FINISH GRADE.

PVC TEE OR ELL.

PVC MAINLINE.
#4 X 36" GALVANIZED REBAR
STAKE.

STAKED HOSE BIB
N.T.S.
1 2
3 4
5 6
7 1
2 3
4 5
6 7

REVISIONS
JOB NO.

DRAWN
CHECK
SHEET

SEAL / SIGNATURE
5865 Owens Drive
Pleasanton, CA 94588
925-251-7200

CONSULTANT
700 Ygnacio Valley Rd.

Suite 100
Walnut Creek, CA 94596
tel: 925.274.1305
855 Bordeaux Way
Suite 240
Napa, CA 94558
tel: 707.224.2299
2295 Gateway Oaks Dr.

Suite 125
Sacramento, CA 95833
tel: 916.244.3000
1648.001

THE MERIDIAN
3941 STEVENS CREEK

SANTA CLARA, CA

THIRD PLANNING

DEPARTMENT SUBMITTAL

12.17.2021
04721VTA NO.

IRRIGATION

DETAILS
L-8.3


A
2"-4"

INSET A

INSET BINSET C

PRE-FABRICATED FLEXIBLE

DRIPLINE FLUSH HEADER WITH

PRE-INSTALLED SWIVEL BARB
FITTINGS.

SWIVEL BARB FITTING.

FLUSH POINT WITH PVC CAP, SEE
DETAIL E, SHEET L-10.2.

PERIMETER OF AREA.

PERIMETER DRIPLINE PIPE TO BE
INSTALLED 2"-4" FROM PERIMETER OF
AREA.

DRIPLINE (TYPICAL). SEE IRRIGATION
LEGEND FOR TYPE.

PRE-FABRICATED FLEXIBLE

DRIPLINE SUPPLY HEADER WITH

PRE-INSTALLED SWIVEL BARB
FITTINGS.

PVC DRIP MANIFOLD FROM CONTROL

ZONE VALVE KIT (SIZED TO MEET
LATERAL FLOW DEMAND).

PVC SCH 40 ELL (TYPICAL).

NOTES:

1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING

TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND
CHANGES IN ELEVATION.

2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT

EXCEED THE MAXIMUM SPACING SHOWN IN THE
ACCOMPANYING TABLE.

3. AIR RELIEF VALVES ARE NOT REQUIRED FOR DRIPLINES
WITH BUILT IN CHECK VALVES.

INSET B

INSET C
Dripline Maximum Lateral Lengths
(Feet)
Inlet Pressure psi
12" Spacing 18" Spacing
Nominal Flow (gph) Nominal Flow (gph)

0.6 0.9 0.6 0.9
20 192 136 254 215
30 289 205 402 337
40 350 248 498 416
50 397 281 573 477

SUB-SURFACE DRIPLINE (END FEED LAYOUT W/ FLEXIBLE QF
N.T.S.PRE-FABRICATED DRIPLINE HEADER)
1 2
4 5
6 7
8 10
11 12
13 14
15 16
17 18
3 PVC SCH 40 RISER PIPE.

PVC SCH 40 TWIST LOCK FITTING
ADAPTER.

PVC SCH 40 TWIST LOCK FITTING
& CAP.

PVC SCH 40 BALL VALVE.

OPERATION INDICATOR. SEE
DETAIL X, SHEET L-X.X. INSTALL
NEAR FLUSH VALVE.

GALVANIZED TIE-DOWN STAKES.

TREE TRUNK & WATERING BASIN.

DRIPLINE SHALL NOT BE PLACED
WITHIN WATERING BASIN.

TOTAL LENGTH OF SELECTED

DRIPLINE SHOULD NOT EXCEED
LENGTH SHOWN IN TABLE.

FINISH GRADE.
3" DEPTH DECORATIVE BARK
MULCH.
1/2" AIR RELIEF VALVE, SEE
DETAIL D, SHEET L-10.2. SEE
NOTE #3.
9 OP
19 1
1 2
2 4
5 6
6 6
7 7
8 1113
12 14
20 16
17 3

INSET A

DRIP MANIFOLD

BURIAL DEPTH
2 8 8 711
9 10
4-6"
18 AR
20 1119
15 B
1NOTES:

PROVIDE EMITTER OUTLETS & NUMBER OF
DISTRIBUTION TUBING AS FOLLOWS:
1 GALLON SHRUB - (1) - 1 GPH
5 GALLON SHRUB - (2) - 1 GPH
15 GALLON SHRUB/TREES - (4) - 1 GPH

MULTI-OUTLET PRESSURE
COMPENSATING EMITTER. SEE
LEGEND FOR TYPE.
6" EMITTER BOX. SEE LEGEND FOR
TYPE.
1/4 " DISTRIBUTION TUBING AND BUG
CAP. DISTANCE FROM MULTI-OUTLET

HEAD TO IRRIGATION DISTRIBUTION
POINT TO BE A MAXIMUM OF 5'-0".

TUBING STAKE

FINISH GRADE

MICROSPRAY ON POLYFLEX RISER
(LENGTH AS NEEDED). SEE LEGEND
FOR TYPE.

PEA GRAVEL
SCH 80 PVC RISER
SCH 40 SST TEE

PVC LATERAL PIPE

BRICK SUPPORTS
6 5 123
4 8
9 11
10 11
7 2
3 4
5 6
7 8
9 10
11 12" MIN.

N.T.S.

MULTI-OUTLET EMITTER
C

PVC LATERAL PIPE

PVC TEE OR ELL
DISTRIBUTION TUBING W/ BUG CAP.

SEE NOTE #2.

MULTI-OUTLET EMITTER IN VALVE BOX
PER DETAIL B, THIS SHEET. SEE TYPE
PER LEGEND.

SHRUB PLANTING
NOTES:

1. PROVIDE EMITTER OUTLETS & NUMBER OF DISTRIBUTION TUBING AS FOLLOWS:
1 GALLON SHRUB - (1) - 1 GPH
5 GALLON SHRUB - (2) - 1 GPH
15 GALLON SHRUB/TREES - (4) - 1GPH

2. DISTANCE FROM MULTI-OUTLET HEAD TO IRRIGATION DISTRIBUTION POINT TO BE A MAX. OF 5'-0".

3. LAYOUT OF LATERAL PIPE AND MULTI-OUTLET MANIFOLD VARIES PER SHRUB LOCATIONS AND DENSITY. CONTRACTOR TO VERIFY QUANTITIES AND DETERMINE FINAL LOCATIONS.
5'-0" MAXTYP.1
2 3
4 5
VARIES
VARIES
2 1
3 4
5 MULTI-OUTLET EMITTER LAYOUT
N.T.S.

WATER USE CALCULATIONS
SCALE: N.T.S.D

City Council and Authorities ConcurrentJanuary 25, 2022

City Council and Authorities Concurrent
January 25, 2022