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Approved Plan Set R-2016-17I
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102.70'
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0 8 16 24 32 40
199.49'
:99.00,
Community Development Department
Manning Division - Cupertino
CUPERTINO APPROVED
Case ## R-2016-17
Application Number(s)
Approval Body: Director/ Staff
Approval Date 10/21/16
ffi
99.19' Signatgrg Ellen Yau
D
98s8
M I ' Case Manager
�
X 99.41'
3 $ CO
m 125.00'
-� -- -- -- -- -- -- S90000,00"W -
99.25' 99.27' 99.35' 98.83'
99.04'
99.54' i A 98.77'
99.44'
TBM
(E) PAVED AREA
------------------
I I
----- ---- 99.40' (E) GAS METER
1 I 99.48' C
i . 99.70'
9;
I 99.25' ---
99.78'
99.88'
99.84'
99.89'
0 0l I
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1100.00,
TBM
100.03'
99.59'
99.71'
99.80'
99.73'
99.f7'
99.51' 99.60'
9E 80'
;99.75' 99.76'
100.06'
-------------------------
99.71'
v �
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99.77'
�9.77'
---------------------•
99.66' ; 99.66'
-VTV V V V V V V--'rV V-
-SS -SS -SS - -SS - -SS - -SS - -S - -SS -
1 I (E) 4" VCP SS LATERAL 99.86'
1
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(E) PAVED AREA
100.41'
It---------
100.8 100.34' - -
y - -
- ---------9100.80,
100.41' :100.84'
100. i-----------------
'C� ui�t
VG:49------1 100.90' 101.02'
„
101.71' 101.78' 101.83'
100
- 100.09, - - 100.
99.95'
(E) FF ELE . 99.89,
99.87''
99.90, C
100.05'I
125.00' ------
S 90000'00" W 100.30'
98.65' 98.80'
(E) DRAINAGE BASIN
I
98.30'
98.50'
98.67'
1
98.09' '
TBM
98.30'
98.53'
1`
98.53' 1
95, \
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99.18' 99.15' 98.70' '
PALM TREE
98.96'
0
(E) PAVED AREA o c
98.85, I o 0
99.75'
09.56'
98.89'
77'
"J99.15'
99.76'
99.05'
99.43'
8°TREE
D9i
30" R
1�
99.41' \
II
99.65' 99.81'
99.59' I `
Il,3M TREE
100111,
100.22'
100.49' 1
100.48'
100.16' 100.48'
100.68' 100.38'
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BASIS OF BEARING
THE BEARING N 00000-00" E (NORTH) OF THE CENTERLINE OF NORTH STELLING RD
AS SHOWN ON THAT CERTAIN MAP ENTITLED TRACT NO 783, GARDEN GATE VILLAGE
ADDITION FILED FOR RECORD IN BOOK 30 PAGE 33, SANTA CLARA COUNTY RECORDS
AS MONUMENTED WAS TAKEN AS THE BASIS OF BEARING FOR THIS MAP.
ALL DISTANCES AND DIMENSIONS ARE IN FEET
AND DECIMALS THEREOF.
SURVEYOR'S STATEMENT W
UNDERGROUND DISCLAIMER
NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACES FEATURES ONLY. UNLESS SPECIFIED
ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED.
FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444).
SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE.
CURBLINE OFFSETS ARE TO FACE OF CURB. MANHOLE AND FLAT GRATE OFFSETS ARE TO THEIR RESPECTIVE
CENTERS. HOODED INLETS (CATCH BASINS) ARE LOCATED BY CENTER OF TOP OF HOOD AT FACE OF CURB,
UNLESS OTHERWISE NOTED. INVERTS FOR HOODED INLETS ARE MEASURED FROM THE TOP OF HOOD
AND INVERTS FOR MANHOLES ARE MEASURED FROM THE RIM. THE TOPOGRAPHY CONTROL LINE(S)
DEPICTED ON THIS MAP IS BASED ON FOUND MONUMENTS, A SPLIT OF IMPROVEMENTS OR A COMBINATION
THEREOF. THE TOPOGRAPHY CONTROL LINE(S) SHOULD NOT BE TAKEN AS REPRESENTING THE RECORD
CENTERLINE OF THE STREETS.
DESCRIPTION OF LOT.
A PORTION OF LOT 101 , TRACT NO 783, GARDEN GATE VILLAGE
FILED FOR RECORD IN BOOK 30 PAGE 33, SANTA CLARA COUNTY RECORDS
I, DAVID ALVAREZ, SR. LS 4050, CERTIFY THAT THIS PARCEL'S BOUNDARY WAS ESTABLISHED
BY ME OR UNDER MY SUPERVISION AND IS BASED ON A FIELD SUEVEY IN CONFORMANCE WITH THE
LAND SURVEYOR'S ACT. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE
POSITION INDICATED AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
� NANO S
NOTES: ��� Glp�_
lti DAV ID 1!�
1. CONTOURS & ELEVATIONS ARE FIELD LOCATED AND ARE BASED ON ASSUMED DATUM _V ALVAREZ SR. O
J �
2. ZBM INDICATES TEMPORARY BENCH MARK SET AS SHOWN. No. 4050
3. BOUNDARY INFO TAKEN FROM RECORD MAPS AND TITLE INFORMATION. Py� Exp. 06-30-16
4. TREES TYPES ARE APPROXIMATED AND ARE TO BE IDENTIFIED BY OTHERS F O OQ'
F
5. X 25.67' INDICATES FIELD LOCATED ELEVATION SPOT SHOT.
6. APN# 326-30-092
SCALE:
7. CONTOUR INTERVAL = TOO FLAT TO SHOW
1"=8'
8. ___- INDICATES DISTINCT BORDER SHEET:
9. THIS MAP PROVIDED WITHOUT THE BENEFIT OF A TITLE REPORT C _ I
1 OF 1
NOTE:
ALL EXISTING
j�i�� r l ,�}7
CommunityDevei+D me % 11
PRIVACY o
r�5 �$ 7:
6FT. TALL FENCE
AINAT
SIDE ARP LINE o
PR TECTION
- q-ry�
- - - -
- -
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CO�'CIEfvtsto-
TO MATCH [
'CUPERTINQ THE LANDSCAPE PP C�V -
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PLAN
Case # R-2016-17
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NOTE: ALL EXISTING
I'1 �] ro Va I Date 10/21 I U L SFLOORETBACK d
O
1 6FT. TALL FENCE
TO REMAIN AT
I"' N
ocV d
Signature
SIDE & REAR PROPERTY LINES -TYP
Ellen Ya
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2
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ACT AL SETBACK
-
(S CO�ID FL�R)
Q
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NOTE: ALL EXISTING
Q
6FT. TALL FENCE
-_
TO REMAIN AT
SIDE & REAR PROPERTY LINES -T
0
0 0
ATTACHED NEW \ ---�
------ —------�
x
SECOND
OPENIECK
UNIT I EW
ABOVE
NEW
I -
576 S.F. COVE] D
COVERED
DECK
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PORCH
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FRI-VTREE
TO BE
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PROTECTION
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TREES SIZE
COUNT & SPECIES
x
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TO MATCH
THE LANDSCAPE I
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PLAN I
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Ix .x
x
PROJECT DIRECTORY
EW
D.
OWNER: DHANANJOY Das & VIDYA RAJPUT
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PEN
1
10380 N. STELLING ROAD
x I
CMU WALL
►
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PATIO
CUPERTINO, CALIFORNIA
LU I
WITH sTucco FINISH ,.. I
_
1 1+
I
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MOBILE 408596 1533
As FEATURE WA L
I
I NOV RED
ARCHITECT: ADITI MUKHER EE
J
WITH 42" WIDE GATE _
To MATCH THE
GARAGEDOOR x
STORY
DECK
-ABOVE_-"
L------ABOVE-------
--
I
1448 S. STELLING ROAD
I
rE
I
CUPERTINO, CALIFORNIA
I/
0 BE
NEW TWO STORY x
I
PH. / FAX 408 333 9363
i
RESIDENCE
6`9n
MOBILE 408 455 3793
LEGEND
I I
I
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ACTUAL SETBACK
I
(FIR T FLOOR)
SURVEYOR JLK ASSOCIATES
1 '
CIVILENGINEER 73 CEDAR LANE
xM I'NEW TWO CAR
sAN JosE, CALIFORNIA
PH. 408 729 3734
PROPERTY LINE
xM BRA E
�- x � x x x — x —�—X X
�x! i
5'-0"
x
x
NEW,
EQUIRED SETBACK
LANDSCAPE HEEYOUNG PYEN
(FIR T FLOOR)
CONSULTANT: ENV2, INC.
SETBACK LINE
_ — — — — — —
— —
_
COV RED
POR H
SAN JOSE, CA (408) 375-3676
x
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CELL (408) 375-3676
II
---- Imo+ -- - - -
--
�' x �'— x
_
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SHEET INDEX
FIRST FLOOR
I
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x` x
Al SITE PLAN, AREA SUMMARY,
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Co TOPOGRAPHIC SURVEY
10r-0 r O 4
- x-
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k. '..::....::....: . .:.
ON PLAN
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1.
A3 FIRST FLOOR
SECOND FLOOR
L
REQD. SETBACK � r�
A4 SECOND FLOOR PLAN
- - - - - -
- -
( FIRST FLOOR)
ACTUAL SETBAC O o
PERMEABLE
PAVER DRIVEWAY
A5 FLOOR AREA CALCULATIONS
(FIRST FLOOR)
U SF* LANDSCAPE
LAN
A6 FLOOR AREA CALCULATIONS
o
A7 ROOFPLAN
EXISTING BLDG
W
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A8 PROPOSED EXTERIOR ELEVATIONS
DEMOLISHED
L<—,—,—.—.—.—,—.J
- �� -
x� x� o
.
�
0 2 a 6 10 FT.
01
A9 PROPOSED EXTERIOR ELEVATIONS
, � y_
71
� p
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A10 BUILDING SECTIONS
'--------� _ ----- —
d w
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N H
w
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LANDSCAPE TREE
PROTECT DATA
BUILDING OCCUPANCY GROUP R3 &U
TYPE OF CONSTRUCTION V-B
PROJECTADDRESS
10380 N STELLING ROAD
-
o
x� om
o
STORIES 2 W/O BASEMENT
APN
ZONING DISTRICT
362-30-092
R1-10
o
AUTOMATIC SPRINKLERS YES
LAND USE
1-6 DU/ AC
_
Ll
3'�X°�S
n
o M (E) WATER METER
o LJ o
AREA CALCULATION
LOT AREA
ALLOWABLE FLOOR AREA
9375 S.F.
4218 S.F. (45 %)
O
SCOPE OF WORK
ALLOWABLE LOT COVERAGE
4218 S.F. (45%)
o
0 0 0
NEW TWO STORY HOME 3202 S.F.
ALLOWABLE EAVE COVERAGE
468.E S.F. (5 %)
EW STREET TREE
WITH ATTACHED SECOND UNIT 576 S.F.
To BE INSTALLED
2 CAR ATTACHED GARAGE 439 S.F.
FLOOR AREA SUMMARY
s-5
BY THE PW DEPT.
NEW FIRST FLOOR
2281.6 S.F.
ATTIC ABOVE 7 FT.
0.0 S.F.
Garden Gate 5
Elementary School n Greenleaf Qa
FIRST FLOOR ROOF O/ 16 FT.
85 S.F.
NEW SECOND FLOOR
1411.4 S.F.
Mitfwd4r o%nHSrnr
TOTAL LIVING AREA
3778.0 S.F.
ahsq o `�igo°r ?�
NEW 2 CAR GARAGE
439.1 S.F.
70380 N Stalling Rd a
' Hazelbrock Or ! miry dri•re - npme o
P FiumrordDr Hanfofd°r
p
SECOND FLOOR AREA = 55 % OF FIRST FLOOR AREA
r Laurette Or
Amazing Vijay Garden Gsteor
©-Magician
TOTAL PROPOSED FLOOR AREA
4217.1 S.F. ( 44.9 %)
PRIVACY PROTECTION NOTES:
ALLOWABLE FLOOR AREA
4218.0 S.F.
1. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW
�^I
- TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENT
TREES, PRIVACY
�3
v_ Cupertino-
a Memorial Park
m�
MAIN UNIT LIVING AREA
2nd.UNIT
3202 S.F.
576 S.F.
PROTECTION, AND REQUIRED FRONT YARD TREE.
�
2. FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT FROM AN ISA-CERTIFIED )'WIDE
3QIA 109
Target a
='
LOT COVERAGE SUMMARY
ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED
The OaksWhole °9n
Shopping Center ole Foods Merkel
®� � � a
NEW FIRST FLOOR
2281.6 S.F.
PROPERLY AND ACCORDING TO PLAN.
Stevens
NEW FRONT PORCH
S.F.
3. A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR
NORTH
Greek Blvd Stevens Creek Blvd
m Sf {JI
NEW REAR PORCH
570 570 S.F.
MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE WORK.
�
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SECOND FLOOR OVERHANG
69 S.F.
6
NEW GARAGE
439.1 S.F.
TOTAL PROPOSED LOT COVERAGE
3466.7 S.F. (36.9% )
VICINITY MAP
SITE PLAN
1/891 = 11-019
TOTAL EAVE
356 S.F. ( 3.8 %)
REVISIONS
BY
4.29.16
5.23.16
8.s.16
ARC �D
5y
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n
ADITI MUKHERJEE
LIC. C3161 1
REN: NOV. 2017
N
9T
F OF
L
DRAWN mm""4
AM
3.14.16
JOB NO.
A 1
OF SHEETS
CUPERTINC
Case #
Appro�
Appro\o
Signaft
STREETSCAPE
DEMOLITION PLAN 1/16" = 1'-0"
1 /8" = 1'-0"
REVISIONS
BY
4.29.16
8.8.16
0 ARcy/�
ADITI MUKHERJEE
LIC. C3161 1
RLN: NOV. 2017
9TF
OF � O��
CA `\
Fl- DRAWN
AM
DATE
3.14.16
SCALE
NOTED
JUH Nu.
A2
0F SHEETS
0
N
2ND.
UNIT
576 ST
N
00
LO
N
0
mme
{UP__
Ca5R-20-16-17
Application Num be {s}
BEDROOM 2
Approva I Body: Directorl Sta
Appro►vat Date 10/21 /16
------------- ------------ ---� I --------
SignaturpoV_EFEMN-P Ca W
Case Manage I
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BIA TH
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STACK
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18—0 1/ ��i 32'-8 1 /2" j � ' 2"
— --F—
,64 B _ _ _F _ _
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2'-1" _
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15'-2" 5-3 1/2 1 f
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------jI I
000
KITCHEN
48"
0
2' 3"
46"
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7'-6"
1
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CD I I N
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ARCHED OPEN'G. I j N I
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a \ \ MW
BATH 1\ i N i B
P WD. 46'-6 1 10
I 19' — "
I � I
DINING I N
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------------------------ L ----------------------
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Q0 LANDING
----------------
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---------------
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21'-2' I 29'-6 1/2" j 7'-6Ir
wl
GARAGE STU Y ENTRY 0'
o l o l
L____ N ____ Q LIVING
I I I I
I I I I
116"
L--------------------- ------------
x
20'-0"
1
o I
I
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ENTRY PORCH I
N N
N N O
I
I
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15-10 1 /2" 6'-9"
I
21'-2" 9'-2 1 /2" 14'-0 1 2" 13'-9 1 /2"
10'-0" 58'-3"
A
A10 0 2 4 6 8 12 FT.
FIRST FLOOR PLAN M%;;
REVISIONS
BY
4.29.16
8.8.16
ARC y/
J
ADITI MUKHERKE
UC. C3161 1
REN: NOV. 2017
OF CA`�
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DRAWN mm*�
AM
3.14.16
1 /4" = 1'-011
JOB NO.
A3
OF SHEETS
Community Development Department
Planning Division — Cupertino
75-0"
10'-0"
►A 1" r 58'-3"
A
6'-9"
_ _
E
I
_ _ _ _ _ _ _ _ _ _
Case # R-20,16-17
A10
I
4'-3"
Application Number(s)
15-7 1 /2" 17'-1 1 /2"
8" 2'-1 1 /2"
13'-2"
5-3 1 /2'
1
Approval Body: [director 1 Staff
�
I
1
— — — — — — — — — — — — — — — — —
Approval Date 10/21/16 I 1
—
— — — �— — —
— — —
— — — — — — —
— — —
I
N
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15
Signature E116n Yau
TO
SIDE SETBACK TO 2ND FLR.
BALCONY ICase
Manage
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TERRACE
1
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COVEREd
N
2 x 6
2 x 6
BALCONI
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1
1
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2 x 6--f ----------- 2 x 6
T— SHELF ABOVE DOORS
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L-------- ----
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BEDROOM
3
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BELOW 16 FT.
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28
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BEDROOM
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- -
2'6" 2'6"
/
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10
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OPEN TO
I ABV.
I
BELOW I
FLR.
MIRROR
I x
14'-3"
ol M.BATH CLOSET
\
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SIDE SETBACK TO 2ND FLR.
SH WER
N
WALLS
— — — — \
--i--
2 x 6
x
I
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CLERESTORY WINDOW
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2, 8..
I TUB
1
6
COVERED
BALCONY
I
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12'-0 1 /2„
0
B E D R O O M 4 I
BELOW 16 FT.
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1
ROOF
1
N
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2X6 1
o
1 6"
I
--------------------i
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----J
— — —
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— — — ---------------- F
I
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F
-
4'-3"
2'-0" 5'-4" 15'-4"
3'-loll
5-3 1 /2"
2'-2 1 /2"
10'-0"
58'-3"
6'-9"
SECOND FLOOR
REVISIONS
BY
4. 29 .16
8. 8 .16
�Rcy
�CSO
v
J
ADITI MUKHERJEE A
UC. C3161 1
REN: NOV. 2017
N
\FO
F OF CAS
DRAWN
AM
CHECKED
3. 14 .16
SCALE
1 /4" = 1'-011
JOB NO.
A4
OF SHEETS
DAS RESIDENCE AREA SUMMARY
FIRST FLOOR
A
12.83
11.50
147.5
B
13.58
7.75
105.2
C
18.04
17.91
323.1
SECOND UNIT LIV. AREA
575.9
G
46.54
11.45
532.9
H
29.54
14.58
430.7
1
7.50
15.75
118.1
K
8.37
4.58
38.3
L
32.70
17.91
585.7
TOTAL FIRST FLOOR LIV. AREA
2281.6
M 1 21.161 20.75
439.1
TOTAL GARAGE
439.1
TOTAL FIRST FLOOR AREA
2720.6
Q
5.33
2.12
-11.3
R
20.66
10.87
224.6
S
7.08
3.75
26.6
T
30.91
14.16
437.7
T.1
17.12
0.29
5.0
U
15.95
12.79
204.0
V
13.16
7.50
98.7
W
0.66
6.41
-4.2
X
15.62
33.00
515.5
TOTAL SECOND
FLR
.
1496.4
LIVING AREA SUB TOTAL
3778.0
TOTAL FLOOR AREA
4217.1
ALLOWABLE FLOOR AREA
4218.0
FIRST FLOOR PLAN / AREA CALCULATION
REVISIONS
BY
4. 29 .16
8.8.16
0 cy'�
C
ADITI MUKHERJEE A
UC. C31611
REN: NOV. 2017F
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1 /411 = 1'-011
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OF SHEETS
DAS RESIDENCE AREA SUMMARY
FIRST FLOOR
A
12.83
11.50
147.5
B
13.58
7.75
105.2
C
18.04
17.91
323.1
SECOND UNIT LIV. AREA
575.9
G
46.54
11.45
532.9
H
29.54
14.58
430.7
1
7.50
15.75
118.1
K
8.37
4.58
38.3
L
1 32.70
17.91
585.7
TOTAL FIRST FLOOR LIV. AREA
2281.6
M 1 21.161 20.75
439.1
TOTAL GARAGE
439.1
TOTAL FIRST FLOOR AREA
2720.6
Q
5.33
2.12
-11.3
R
20.66
10.87
224.6
S
7.08
3.75
26.6
T
30.91
14.16
437.7
T.1
17.12
0.29
5.0
U
15.95
12.79
204.0
V
13.16
7.50
98.7
w
0.66
6.41
-4.2
X
15.62
33.00
515.5
TOTAL SECOND
FLR.
1496.4
LIVING AREA SUB TOTAL
3778.0
TOTAL FLOOR AREA
4217.1
ALLOWABLE FLOOR AREA
4218.0
Community Development Department
Planning Division - Cupertino
75'-0"
RFK" - - -
10'-0"
58'-3" YA
6'-9"
--------Gas
R 2n16 17
--1
I Application Number(s)
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10'-0"
58'-3"
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SECOND FLOOR PLAN / AREA CALCULATION
REVISIONS
BY
4.29.16
CIC-® %RcA/
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ADITI MUKHERJEE
UC. C3161 1
RFN: NOV. 2017
OF:, CA
UHIQIVVN
AM
3. 14 .16
SCALE
1 /411 = 1'-011
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A6
OF SHEETS
REVISIONS BY
0 2 4 6 8 12 FT. 4.29.16
Community Development Department 8. s .16
Planning Division — Cupertino
-CILIPER�INO APPROVED
asp _ 016-17
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o I Application Number(s)
ADITI MUKHERJEE
App oval 1130 y- LIC C31611
REN: Nov. 2017
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SCALE
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0F SHEETS
EXTERIOR MATERIAL SCHEDULE
WALLS: PAINTED SMOOTH STUCCO WITH
NOTES: COLUMN STONE SILL ACCENT PER ELEVATION
MOULDING UNDER SOFFITED EAVE
EXTERIOR DOORS & WINDOWS SHALL HAVE 3" DEEP RECESS WROUGHT IRON BALCONY RAILINGCommunity Development Depa rtmO ICAL AT ALL SIDES
ROOF: LIGHT WT. S TILE
Planning Division — Cupertino WINDOW: DEEP RECESSED, DARK COLOR
LQ DOUBLE PANE WITH CLEAR INSULATING
C WTM N O APPROVED GLASS WITH APPLIED MUNTIN BARS
R-2 016-1 / GARAGE DOOR: PLANK STYLE DARK PAINTED DOOR
C a s e �$
GATES TO MATCH
r01-f �r l�rb TRIM, FACSIA: PAINTED AZEK
n n } GUTTER: 5" ROUND GUTTER
Ar�,1 D rC LO r DOWNSPOUT: PAINTED SHEET METAL
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—DRIVEWAY: PAVERS, FLAG STONE,
p p ro va I as t o 10%21 W 16 — WALKWAY:
EXTERIOR STEPS, STONE
Signature Ellen fau M PORCH SLAB:
se Manager EXTERIOR LIGHTS: SPANISH STYLE SHEILDED FIXTURES
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LEFT SIDE ELEVATION ( NORTH)
NOTES: NOTES:
ANY CHANGES TO THE APPROVED COLORS, MATERIALS AND ALL EXTERIOR DOORS & WINDOWS SHALL HAVE 3" DEEP RECESS
EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY TYPICAL AT ALL SIDES
THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO
INSTALLATION/ APPLICATION
BUILDING HEIGHT 25-0" FROM AVERAGE NATURAL
GRADE UNDER BUILDING FOOTPRINT
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NATURAL GRADE NATURAL GRADE
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FRONT ELEVATION (WEST)
REVISIONS
BY
4.29.16
5. 23 .16
8.8.16
ARO,y/�
G
ADM MUKHEPJEE A
LIC. C3161 1
REN: NOV. 2017
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JOB NO.
A8
OF SHEETS
EXTERIOR MATERIAL SCHEDULE
WALLS: PAINTED SMOOTH STUCCO WITH
COLUMN STONE SILL ACCENT PER ELEVATION
MOULDING UNDER SOFFITED EAVE
WROUGHT IRON BALCONY RAILING
ROOF:
LIGHT WT. S TILE
WINDOW: DEEP RECESSED, DARK COLOR
DOUBLE PANE WITH CLEAR INSULATING
GLASS WITH APPLIED MUNTIN BARS
GARAGE DOOR: PLANK STYLE DARK PAINTED DOOR
GATES TO MATCH
TRIM, FACSIA: PAINTED AZEK
GUTTER: 5" ROUND GUTTER
DOWNSPOUT: PAINTED SHEET METAL
DRIVEWAY: PAVERS, FLAG STONE,
WALKWAY:
EXTERIOR STEPS, STONE
PORCH SLAB:
EXTERIOR LIGHTS: SPANISH STYLE SHEILDED FIXTURES
Andersen ON
Grille Configurations
Full DividexA Light
(With Sp er)
Give your indow n authentic
look wit full divide light
g/acer
at are perrna ently
ao the interior d
eof your window ith a
setween the glass.
Simulated Divided
Light (Without
Spacer)
Simulated divided light offers
permanent grilles on the
exterior and interior with no
spacer between the glass.
WINDOW GRID SPECIFICATION
ANDERSEN, SIMULATED DIVIDED LIGHT W/O SPACER
Community Development Department
Planning Division — Cupertino
REAR ELEVATION ( EAST )
NOTES:
ALL EXTERIOR DOORS & WINDOWS SHALL HAVE 3" DEEP RECESS
TYPICAL AT ALL SIDES
0
T
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J
TOP OF
SEAT
0
N
STUCCO DETAIL
ABOVE FLR.
LEVEL TO
SUPPORT THE
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ALL EXTERIOR DOORS & WINDOWS SHALL HAVE 3" DEEP RECESS
TYPICAL AT ALL SIDES
"ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES
SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION
PRIOR TO INSTALLATION/APPLICATION."
WING
WALL
I
REVISIONS
BY
4.29.16
5.23.16
8.8.16
ADITI MUKHERJEE -
UC. C31611
N REN: NOV. 2017
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3.14.16
1 /4" = 1'-0"
JOB O.
SHEET
A9
OF SHEETS
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
-2016-17
ati l umber(s)
Approval Body: ire or / Staff
I
A roovv I Date 0/2V 16
i - t E114 au
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ENTRY ENTRY 1110 FAMILY ROOM COVERED PATIO
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96.1
SECTION AA
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AREA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
0
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SECTION BB
REVISIONS
BY
4.29.16
8.8.16
ARC
�0
AADITI MUKHERJEE
EIC. C31611
PEN: NOV. 2017
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JOB NO.
A10
OF
SHEETS
WATER USAGE LEGEND HARDSCAP+aunity'D�'velapmlent Department
NOTES:
ZONE DESCRIPTION IRRIGATION AREA SYMBOL DESCRI . Planning Division a Cut h e intro
CUPER'�INf? e rt owner shall record a covenant o n the ro e rt
APPROVED p p y p p y
ZONE C. PLANTING AREA LOW 1708 SF CONCRETE PATH WAYCgT��#BR oW:�IMtl17 for the new trees /shrubs panted for purpose of required replacement
GRAVEL AREA NO IRRIGATION 1077SF TILE OVERLAY OVER CONCRETE ApplicationNumber(s) trees, privacy protection, and required front yard tree.
TOTAL LANDSCAPE AREA 1708SF COLORED STAMPED CA'dal Body: Director/ Staf�.Fo owing completion Of construction, and affidavit from
ZONE C — —\
---41318 SQ.FT.)
TREX
%ENDERABLEBOAR
I
BOULDERS
0
T. Y. P . I = d
(INDICATED IN
THE P C)UVaI
Date 10/21/16 an affidavit from an SA —certified arborist shallbe provided
000o INTER LOCKING
PAVER
�I�rSignatureEllen
confirmingthat the new trees have been antedproperly
Yau p
NOTE: ALL EXI
TING
B L D G AREA
Case Manager a n a c c o ri n g to plan.
z
6FT. TALL FEN
TO REMAIN AT
SIDE & REAR PROPERTY LINES -TYP
C. A panning department inspection is required to verify
00'S
o coos0"7
-
exterior materials/finishes, trees, andscaping, site work.
1
- -
I
d. A certified landscaping professional shall conduct a landscaping installation
x�x�x
/11 x x x x x x x x x x x x x x x x x x x x x x x x
x
7
audit after the landscaping and irrigation systems have been installed
x x x x x x x x x x x x x x x x x x x x x x x x
' xxxxxxxxxxxxxxxxxxxxxxxxxxxx
xx(xxxxxxxx �R�Exxxxxxxxxxxxxxxxxx
x
I
I
per Chapter 14.15 Landscape Ordinance). The findings of the assessment
xxGfRAVELx AREA xxxxxxxxxxxxxxxxxxxxxx
i
shallbe consolidated into a landscape installation report provided
p p
xx x x xxxxxxxxxxxxxxxxxxxxxxx
(� �� �Q • Ffi)
x x x x x x x x x x x �x x x x x x x x x x x x x x x
xx
�
x x x x x x x •
II
NOTE: ALL EXISTING
6FT. TALL FENCE
to the Planning Division.
Y_ `x _
x x x x x x x x AL Y_ x x x x x x x x x
x x - x x V x x�x x x x x x x
V
x x x x x x x x x x
x x x x x x x x x x
II
TO REMAIN AT
SIDE & REAR PROPERTY LINES
-TYP
x x x x
o. xxxxxxxxx�.-xxxx
x x x x x x x x x x x
�
CONCRETE
PATIO
e.
The
property
p
p Y owner shall
sign a
g
landscape
maintenance agreement
p g
per
GREY CONC. v
STEPPING STONE x a a x x�: x x W/ 4'X4 SCORE JOINT Chapter 14.15 (Landscape Ordinance), prepared by the City, and record it with
a a PATTERN
a a Q a a L the Santa Cara Co. Recorders Office.
NOTE: ALL EXISTING Q a 4 1
6FT. TALL FENCE
TO REMAIN AT II I D a 4 I -i GRAVEL AREA The property owner shallcontact the Planning Division In advance of the final
SIDE & REAR PROPERTY LINES - I I — NON —IRRIGATED
II x x x x AREA (317 SQ.FT) to prepare the agreement.
0 — x x x x x
ATTACHED 'II
SECOND I I r--------- —— -- E E x x x •.
UNIT 1 NEW B°`'
576 S.F. COVED N _ IX X X. X f. A certified landscape professional shallprovide
I /
DECK � I I x x x x • ,
GREY CONC. II AIBOV PO IX X X X PRIVACY TREES WAIVED a landscape and irrigation maintenance schedule per Chapter 1 4.1 5
I
PATHWAY d i AX X X COMMERICAL AREA (Landscape Ordinance) to the Planning Division.
r J •
x x
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R°LOCATED I I x x x `" GENERAL NOTES: x x x
x x x >Y'A Id
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x x x p
PRIVACY I I I I x x x x x x • FINISH
HOUSE I-- - -- - I NEW -- I x x x x x •o 0
1. ALL HARDSCAPE AND LANDSCAPE AREAS SHALL
PROTECTION I I D
TREES SIZE I I I x x x x x x HAVE PROPER SLOPE AND DRAINAGE AWAY FROM WALL a I ' I COVERED I x x L
`
c� I 9
COUNT & SPECIES I �- I I x .x x x x x •. HEGATE ; DECK I x x•
TO MATCH - - - - - - - - I x x x x x x THE HOUSE OR TOWARD APPROPRIATE DRAINAGE OR - I L ABOVE --- I x x
THE LANDSCAPE I I I E STORY
PLAN �al x .x x x x. x • STRUCTURE TO CARRY WATER TO AN APPROVED I I SJ ,'�O BE �
�o D GR VEL-AKEA)x� I — T
�jl I I DRAINAGE OUTLET I � PER1 i ! ��11xG
0 -I RiGATE I I RE$iW9 WAY
II I r I x x x 2.CONTRACTOR IS RESPONSIBLE FOR PROPER
x 'N DRAINAGE OF ALL AREAS AND SHALL ADHERE - -- - - -
I x x X° TO ALL APPLICABLE LOCAL BUILDING CODES
I T d
wills uccoFlNlsH I D I _ _ _ _ _ _ _ _ _ i X X x x AND INDUSTRY STANDARD FOR ALL WORK
TO MATCH THE HOUSE IL g I i NEW i �` �I •� o CONTAINED IN THESE PLANS. w
AS FEATURE WALL a I I I COVERED
WITH 42" WIDE GATE n w I DECK I • • COG' ED
TO MATCH THE �� I I ABOVE I U `/' 3. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING - P°'er •
GARAGE DOOR �I L I E E STORY L - — -
I PTO BE NEW TWO STORY APPROVED, BEST INDUSTRY ACCEPTED
RESIDENCE PRACTICES, SPECIFICATIONS AND METHOLDS �
.3 FOR INSTALLATION OF ALL ITEMS CONTAINED IN
-- - - ,� THESE PLANS.—
�I 1 ' 4. CONTRACTOR SHALL PROVIDE A
I E \ \
• WRITTEN WARRANTY FOR ALL WORK CONTAINED I
\ I
ZONE C. — w IN THESE PLANS. i
ZONE C I 20'
(8 0 SQ.FT.) N I - POR'c O
• • • • • • • • \ I NE I FRONT YARD
LANDSCAPE TREE
• • - • • •—•—�-----
II �\
NII E
NI
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I
• • • • • • • • • NEW FRONT YARD
LANDSCAPE TREE
— 3 ,00,0OA�0 00a 0 S P /L n
(E) WATER METER ZONE C
(240 SQ.FT.) 7 �I
— — — — ---------------
EW STREET TREE
TO BE INSTALLED
BY THE PW DEPT.
C u W I I IUVIU 0 00 s P /L I _
(E) WATER METER
----�— L— — — — — — — -- — — ——
�
W STREET TREE
TO BE INSTALLED
BY THE PW DEPT.
FRONT YARD PAVING CALS SCALE: 1 /8"-1 —o"
1 #8
TOT A FRONT YARD WITHIN 20': 1500 SQ.FT.
TOTAL VIOUS INTER LOCKING PAVER AREA WITHIN 20': 1132 SQ.FT.
TOTAL HA APE AREA WITHIN 20': 151 SQ.FT.(10%)
EnV2,
Inc.
Enivision of Nature
CA LIC.: A,
B, C27 910951
1937 CONCOURSE DR.
SAN JOSE, CA 95131
TEL: (408) 890-6289
FAX: (408) 886-7229
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DWG DATE: 8/20/ 1 6
CHECK BY: HYP
CHECK DATE:
8/20/ 1 6
PJT NO:
FILE NO:
Sheet: L 1 •0
1 of 4 Sheets.
HYDROZONE
1 I #4
Q LOW WATER ZONE
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(1318 S .FT.) S— 2
TREX
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GREY CONC.
STEPPING STONE
NOTE: ALL EXISTING
6FT. TALL FENCE
TO REMAIN AT
SIDE & REAR PROPERTY LINES -T
SECOND
UNIT
576 S.F.
GREY CONC.
PATHWAY
PRIVACY
PROTECTION
TREES SIZE
COUNT & SPECIES
TO MATCH
THE LANDSCAPE
PLAN
CMU WALL
WITH STUCCO FINISH
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WITH 42" WIDE GATE
TO MATCH THE
GARAGE DOOR
T-1
ZONE C — 00'
(80 SQ.FT.)
1\ #5
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x x x x x x x x x x x x x x x x x x x x x x x x x \\
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x( N Q NX LR � 1 TE D. A FEE k, )x x x x x x x x x x x x x x x x x �
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ZONE C-
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15'-5"
— — — — — —I—
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1 11001Oo00 S
,00�P0,002 S S — 8
EW STREET TREE
TO BE INSTALLED
BY THE PW DEPT.
S— 6
1
YDROZONE Go LOW WATER ZONE
Community DevelopmentDepartmer.--------------------------J
Planning Division — Cupertino l PLANTING LEGEND
�UPFRT1Nfi APPROVED
Case # R-2016-1 7 LEGEND SIZE PLANT NAME (SPECIES &VARIETY) PLANT COMMON NAME QUANTITY WATERING NEEDS
Application Number(s)
Approval Body: Director/ Staff
Approva I Date 10/21 /16
Signature Ellen Yau
Case Manager
S— 3
II
(/NO - LL EXIS G
6FT. TALL CE
TO REMAIN AT
SIDE & REAR PROPERTY LINES -TYP
CONCRETE PATIO
W/ 4'X4 SCORE JOINT
PATTERN
GRAVEL AREA
�
X
_=
x�
NON —IRRIGATED
AREA (317 SQ.FT)
x x
x
x x
x
.I
x
x x
x
xxxx
.
�-- V-1
I
x
x x
x
�
�
/
x
x x
x
PRIVACY SCREENING
1.x
x x
x
MATERIALS NOT REQUIRED
x
x x
x
40
Ix
x
x
FOR COMMERCIAL AREA NEIGHBOR
x
x
x
x
x
x
xxxM
x.
x
S-4
Ix
x
x
=
x
x
x
—
1
KV
:xxx
x
x
x x
x x
x
lx.x.
x
x x
x x
x xx
x
xk
40
S-5
x x
I
I
x
x
x x
x_ x
40
I xRh1 x
IC�4TEQ)X �— V_ 1
x x x x
x x xN
I x x XOP
x x xP '..
I L x x
I o
I
a
S4
TREES
T-1 15 GAL LAURUS NOBILIS GRECIAN LAUREL 19 LOW WATER
T-2 24" BOX LAGERSTROEMIA INDICA CRAPE MYRTLE 1 LOW WATER
_
SHRUBS
LEGEND
SIZE PLANT NAME (SPECIES &VARIETY)
PLANT COMMON NAME
QUANTITY
S-1
5
GAL
PENNISETUM SETACEUM 'CUPREUM'
PURPLE FOUNTAIN GRASS
3
S-2
5
GAL
PITTOSPORIUM EUGENOIDES
TARATA
15
S-3
5
GAL
RHAPHIOLEPIS INDICA
INDIAN HAWTON
3
S-4
5
GAL
ANIGOZANTHOS FLAVIDUS
KANGAROO PAW
11
S-5
5
GAL
KNIPHOFIA UVARIA
RED HOT POKER
13
S-6
5
GAL
PHILADELPHUS MEXICANUS
EVERGREEN MOCK ORGANGE
2
S-7
5
GAL
EUONYMUS JAPONICUS 'MICROPHYLLUS'
BOXLEAF EUONYMUS
18
S-8
1
GAL
NANDINA FIRE POWER DWARFT
HEAVENLY BAMBOO
25
V-1
5
GAL
GELSEMIUM SEMPERVIRENS
CAROLINA JESSAMINE
5
TOTAL AMOUNT OF PLANT
PROPOSE: 115 PLANTS
AMOUNT OF LOW WATER
USE PLANT: 115 PLANTS
(100%)
PRIVACY SCREENING MATERIALS
PLANTING
HEIGHT SPREAD DISTANCE
MAXIMUM
T-1 15 GAL LAURUS NOBILIS 15-40' 20' 10'
(GRECIAN LAUREL)
T-2
y
,I
NEW FRONT YARD
A LANDSCAPE TREE
NOTE: ALL PRIVACY TREES MUST BE AT LEAST 8'
HIGH WHEN PLANTER. ALL PRIVACY SHRUBS MUST
BE AT LEAST 6' TALL WHEN PLANTER.
FRONT YARD TREE PLANTING
SPREAD DISTANCE
MAXIMUM
T-2 24" BOX (LAGERSTROEMIA INDICA) 20' 10'
CRAPE MYRTLE
PLANTING NOTES
WATERING NEEDS
LOW
WATER
LOW
WATER
LOW
WATER
LOW
WATER
LOW
WATER
LOW
WATER
LOW
WATER
LOW
WATER
1. THE WATER S RCE WILL BE MUNICIPAL.
2. NO SEED MIX ILL BE APPLIED TO LANDSCAPING
3. ALL TREES 1 GALLON OR LARGER TO RECEIVE (2) 3"x10' LODGE POLE PINE STAKES
WITH (2) 1" 4" BACKER BOARD NAILED TO STAKES. TIE AL TREES TO STAKE WITH RUBBER
TIES SEE THE DETAILS ON L4-0. AND NAIL WITH GALVAN ED WOOD SCREWS.
4. PROVIDE DEEP WAT RI CTIO TUBE ON L EES, WATER BASIN SHOULD BE SUFFICIENT
ENOUGH TO CONTAIN WATER AT BASE 0 REE, AS NECESSARY.
5. FERTILIZER TABLET SHALL BE PLACED AT MID —POINT OF ROOT BALL PER
MANUFACTURERS RECOMMENDATION.
6. USE COMPOST FOR SOIL AMENDMENTS. APPLY MINIMUM 3 INCHES OF COMPOST IN ALL PLANTING AREA
AND ROTOTILL THOROUGHLY INTO MINIMUM TOP 9 INCHES OF TOP SOIL.
7. PROVIDE 3" OF WALKING BARK UNDER ALL TREES, SHRUBS AND UNPLANTED AREAS FOR
WATER CONSERVATION
8. PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE LANDSCAPE
ARCHITECT DIRECTION PRIOR TO INSTALLATION.
9. QUANTITY AND SIZE AS PER PLAN
10. ALL PLANTS MATERIALS SHALL BE HAND SELECTED BY THE CONTRACTOR. THE CONTRACTOR
IS CAUTIONED TO EXCERCISE CARE IN HANDING, UNLOADING, AND STORING
OF PLANT MATERIALS. PLANT MATERIALS THAT HAVE BEEN DAMAGED IN ANY WAY
WILL BE DISCARDED AND IF INSTALLED, SHALL BE REPLACED WITH UNDAMAGED MATERIALS
AT THE CONTRACTOR'S EXPENSE.
11. TREES THAT ARE PLANTED WITHIN FIVE FEET OF CONCRET IN THE LAWN AREA TO BE INSTALLED
IN A DEEP ROOT UB24-2 ROOF BARRIER AT THE TIME OF PLANTING.
12. ALL TREES TO BE DOUBLE STAKED WITH LODGE POLE STAKES. STAKES MUST BE STRAIGHT
AND FIRMLY IN GROUND.
13. GROUNDCOVER IS TO BE PLANTED TRAINAGULARLY SPACED AT 12" ON CENTER.
14. SOIL AMENDMENTS SHALL BE ROTOTILLED IN A MINIMUM DEPTH OF 9" IN
LAWN ARES AND IS TO BE MIXED WITH NATIVE SOIL WHEN BACKING PLANTS.
"I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION
IN LANDSCAPING ORDINANCE AND APPLIED THEM
ACCORDINGLY FOR THE EFFICIENT USE OF WATER
IN THE PLANTING DESIGN PLAN."
LAWN AREA
n
U 1. LAWIN AREA IS DWART FESCUE
2. TURF IS NOT PLANTED ON SLOPES GREATER THAN 25%
3. NO INVASIVE PLANT SPECIES/NOXIOUS WOODS SHALL BE INSTALLED
ANY EXISTING INVASIVE SPECIES/ NOXIOUS WEEDS SHALL BE
REMOVED FROM PROPERTY PRIOR TO NEW LANDSCAPE INSTALLATION
EnV2.
Inc.
Enivision of Nature
CA LIC.: A, B, C27 910951
1937 CONCOURSE DR.
SAN JOSE, CA 95131
TEL: (408) 890-6289
FAX: (408) 886-7229
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SCALE: 1 /8"-1
' — 0"
DWG BY: HYP
DWG DATE: 8/20/2016
CHECK BY: HYP
CHECK DATE: 8 /2 0 /2 01
PJT NO:
FILE NO:
Sheet: L2,.O
2 of 4 Sheets.
ZONE C _
Q 318 SQ. FT. )
TREX
.,,�BENDERABLEBOAR
BOULDERS
T. Y. P.
GREY CONC.
STEPPING STONE
IRRIGATION LEGEND
NOTE:ALLEXIST Community Development Department
6FT. TALL FENCE Q TO REMAIN AT Planning Division - Cupertino
SIDE & REAR PROP : -TYP Cupertino
s
I
.., z�
I (NON -IRRIGATED AREA)
GRAVEL AREA
(750 SQ.FT) ^^
a
NOTE: ALL EXISTING q
6FT. TALL FENCE II I
TO REMAIN AT
SIDE & REAR PROPERTY LINES -T II I
ATTACHED I `i
SECOND
UNIT
576 S.F. +
I \
GREY CONC. I
PATHWAY (� I
I
I I PRIVACY I
PROTECTION I I I
TREES SIZE
COUNT & SPECIES
TO MATCH I
THE LANDSCAPE
PLAN
o I
o= +
2 3/4" rn I
�I
3.83 + I
30 I ,
1 - 3/4"
CMU WALL 2.00
WITH STUCCO F
TO MATCH THE
AS FEATURE WALL
WITH 4/- WIDE GATE `
TO MATCH THE
GARAGE DOOR
IRRIGATION CONTROLLER
WALL -MOUNT A RAINBIRD ESP-4ME1
AT THIS LOCATION AS DETAILED. CONNECT TO 120 VOLT A.C.
ELECTRICAL SERVICE TO BE INSTALLED AT THIS LOCATION BY OTHERS.
COORDINATE AND VERIFY PROPOSED LOCATION WITH OWNER.
RAIN SHUT-OFF SENSOR
RAIN SENSOR RAINBIRD RSD-BEx AT THIS LOCATION.
REFER TO MANUFACTURE INSTALLATION DETAIL. \,
COORDINATE AND VERIFY PROPOSED LOCATION WITH OWNER.
POINT OF CONNECTION:
CONNECT NEW GATE VALVE
(FIELD VERIFY SIZE AND AVAILABLE STATIC PRESSURE).
FIELD VERIFY A MINIMUM 60 PSI STATIC PRESSURE
AT POINT OF CONNECTION.
0
L7
NEW
I COVE
DECK
ABOV
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II
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OPEN DECK
ABOVE NEW
COVERED
PORCH I/
I�
I
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TO BE
I/
RELOCATED/
I Y
I
------ •-- - -,�
APPROVED
a e # R-2016-17
Application Number(s)
i
I,) SYM
p r D va I B o dy: Di recto r 1 Staff
�Ap rl va I Date 10/21 /16
NOTE: ALL EXl
t4tVEAuLL A, Ilen Yau
SIDE & REAR P
Case Manager
CONTROLLER STATION NUMBER
CONTROL VALVE SIZE
FLOW RATE THROUGH VALVE, GPM
PERCIPITATION RATE, In/h
PRESSURE THROUGH VALVE, PSI
NUF_-.� MQDEL -ADO. _ _DESCRIPTION
GPM RAID PSI
1 #6 RAINBIRD SPREAD HEAD NOT USED.
II GOB © POINT OF CONNECTION -PORTABLE WATEP ESSU
/ I) W/ WATER METER PORTABLE WATER
iPAT ® N 1" UTILITY PVC BALL GATE VALVE IN VALVE BOX WITH LOCKING LID
--------------------
NEW --
I COVERED
I DECK ' II
STORY L ABOVE - •
I
BE„T,-711T T11Tr, nTi-,,,AT
RESIDENCE
1
NEW
COVERED
ID PORCH
❑
rL
- �I I i�
PERMEABLE \
�/
ZONE C PERVIO PAVER DRIVEWAY PAVER SEE LANDSCAPE PLAN
(80 SQ.FT.) I W/ CONCR E BOARDER ( j
Q a
i' `U3
/ n-
4.0
4.0
RAINBIRD
100-ASVF
1" REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER
GR/
NON
e�
RAINBIRD
075-ASVF
3/4" REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTER
ARE
4.0
LANDSCAPE
& 3/4" INLINE Y-FILTER W/ 155 MESH SCREEN
SENNINGER
-
& 3/4" PRE-SET 30 PSI REGULATOR
4.0
©
RAINBIRD
ESP4ME1
4 STATION INDOOR BASE MODULES WITH 0 STATION MODULES (ESPSM3)
TOTAL 4 STATIONS
®
RAINBIRD
RSD-BEx
STANDARD RAIN SENSOR, 1/8" TO 3/4" RAINFALL MEASUREMENT
PRIVACY TREES WAIVED
----
RAINBIRD
LD-09-24-
0.9 GPH 12" SPACING; 1.53 GPM/100' LASNDSCAPE DRIPLINE
COMMERICAL AREA
O
SCH 40
03/4" PVC IRRIGATION
PIPE, LATERAL LINE; 12" COVER, 18" COVER UNDER PAVEMENT
4.0
---
SCH 40
01" PVC IRRIGATION
PIPE, MAIN LINE; 18" COVER, 24" COVER UNDER PAVEMENT
---�
CLASS 315 PVC PIPE SLEEVE
LINE UNDER PAVEMENT, SEE IRRIGATION NOTE D. SLEEVE LINE
IRRIGATION NOTES
A. GENERAL IRRIGATION INFORMATION
1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED
AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING
AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,
PLANTING AND ARCHITECTURAL FEATURES.
DRAINAGE OUTLET 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS
WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR
DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN
CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD
BE BROUGHT TO THE ATTENTION OF THE OWNER. IN THE EVENT THAT THIS
NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME
FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
3. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES.
LEAVE A 36" COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER
ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING
PERMITTED INSIDE SLEEVES.
4. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN
LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE
BOX IN EACH GROUP OF VALVES.
B. VALVES & VALVE BOX
1. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK, CURB, LAWN,
BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX
SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX
SHALL BE 12" APART. SHORT SIDE OF VALVE BOX SHALL BE PARALLEL TO WALK,
CURB, LAWN, ETC.
2. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB
AREAS WHERE POSSIBLE (NOT IN LAWN AREA).
THESE PLANS. 3. LOCATE Q.C.S 12" FROM HARDSCAPE AREAS.
IN THESE P
/ • • • • • • • • • NEW FRO
L CDSCj
I 5 SQ.FT.)
D-- --- -- --�
(E) WATER METER ZONE C -- /
(240 SQ.FTj ----- �----- �- II
O /- - - - - - - - - - \ II
EW STREET TREE
EXIST WATER METER TO BE INSTALLED
SEE CIVIL DRAWING FOR DETAIL BY THE PW DEPT.
1s,-s
- - - - - - - - - --------
60' WIDE
LANDSCAPE WATER USE
ESTIMATED TOTAL WATER USE PER YEAR
ETWU=(ETo)(0.62)( (PF)(HA) +SLA)
(I E)
C. SPRINKLER HEADS
1. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM
PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR
BUILDINGS AS MUCH AS POSSIBLE. DEGREE AND RADIUS INFORMATION PROVIDED AS
BASELINE INFORMATION. CONTRACTOR SHALL SELECT THE BEST DEGREE OF ARC TO
FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH
VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.
2. NOTIFY OWNER OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE OR
INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL
HIS INSTRUCTIONS ARE OBTAINED.
D. SLEEVE LINE
1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 315 PVC TWICE THE DIAMETER OF THE
PIPE OR WIRE BUNDLE WITHIN; BURIAL DEPTH FOR SLEEVES BELOW FINISHED GRADE ARE AS
FOLLOWS:
24" MINIMUM UNDER PAVEMENT FOR MAIN LINES AND WIRING
18" MINIMUM UNDER PAVEMENT FOR LATERAL LINES
2. ALL SLEEVE BELOW HARDSCAPE SHALL EXTEND 18" BEYOND HARD SURFACES EDGES.
E. IRRIGATION SYSTEM
IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUNOFF, LOW HEAD DRAINAGE,
OVER SPRAY, OR OTHER SIMILAR CONDITIONS.
F. STORMWATER BEST MANAGEMENT PRACTICES
ANY STORMWATER BEST MANAGEMENT PRACTICES SHELL BE INCORPORATED INTO
THIS LANDSCAPE INSTALLATION PROJECT.
ESTIMATED TOTAL WATER USE FOR EACH HYDROZONE
Hydro-
zone
Plant Water
Use Type
Plant
Factor, PF
Irrigation
Method
Irrigation
Efficiency, IE
ETAF
(PF/IE)
Hydrozone
Area (SF), HA
ETAF
X Area (HA)
ETWU
(Gal/Yera)
A
HIGH
0.9
Spray
0.75
1.20
0
0.00
0
B
MIXED
0.4
Drip
0.81
0.49
0
0.00
0
C
LOW
0.2
Drip
0.81
0.25
1708
421.73
11845
1708
422
11845
TOTAL LANDSCAPE AREA (LA) 1708 SF
SPECIAL LANDSCAPE AREA (SLA) 0 SF
ETAF CALCULATION
Average ETAF = ( Total ETAF X Area / Total Landscape Area
= 308 / 1708
= 0.18
* Average ETAF for Regular Landscape Area must be 0.55 or below for Residential Area.
IRRIGATION SCHEDULE
MAXIMUM ALLOWABLE WATER ALLOWANCE
MAWA = (ETo)(0.62) { (ETAF x LA) + [ (1 - ETAF) x SLA ] }
MAWA=45.3x0.62x{(0.55x 1,708)+[(1-0.55)x0]}
= 9F*1Rd rAl q / YEAR
ESTIMATED TOTAL WATER USE PER YEAR
HYDRO ZONE A 0 GAL
HYDRO ZONE B 0 GAL
HYDRO ZONE C 11845 GAL
TOTAL: 11845 GAL/YEAR
IRRIGATION SHELL BE LIMITED BETWEEN THE HOURS OF 8:00 PM AND 10:00 AM,
UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY (IRRIGATION OUTSIDE NORMAL DESIGNATED HOURS IS ALLOWED FOR AUDITION AND SYSTEM MAINTENANCE ONLY).
IRRIGATION SCHEDULE; MARCH, APRIL, MAY, SEPT, OCT, NOV. (SPRING & FALL)
IRRIGATION SCHEDULE; JUN, JULY, AUG. (SUMMER)
IRRIGATION SCHEDULE; DEC, JAN, FEB. (WINTER)
Valve
No.
Irrigation
Type
Flow Rate
(GPM)
Preci Rate
(In/h)
Min.
/Cycle
Cycles
/Day
Days
/Week
Gals
/Week
Gals
/Season
Valve
No.
Irrigation
Type
Flow Rate
(GPM)
Preci Rate
(In/h)
Min.
/Cycle
Cycles
/Day
Days
/Week
Gals
/Week
Gals
/Season
Valve
No.
Irrigation
Type
Flow Rate
(GPM)
Preci Rate
(In/h)
Min.
/Cycle
Cycles
/Day
Days
/Week
Gals
/Week
Gals
/Season
1
Drip
2.00
N/A
5
1
3
30.00
720.00
1
Drip
2.00
N/A
6
1
5
60.00
720.00
1
Drip
2.00
N/A
4
1
1
8.00
96.00
2
Drip
3.83
N/A
8
1
3
91.92
2206.08
2
Drip
3.83
N/A
10
1
5
191.50
2298.00
2
Drip
3.83
N/A
7
1
1
26.81
321.72
Column
Total:
121.92
2926.08
Column
Total:
251.50
3018.00
Column
Total:
34.81
417.72
EnV2, Inc.
Enivision of Nature
CA LIC.: A, B, C27 910951
1937 CONCOURSE DR.
SAN JOSE, CA 95131
TEL: (408) 890-6289
FAX: (408) 886-7229
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SCALE:
DWG BY: HYP
DWG DATE:08/20/201 6
CHECK BY: HYP
CHECK DATE: 08/20/ 1 6
PJT NO:
FILE NO:
URTH SlILLIK RN
"I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING
ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE
IRRIGATION DESIGN PLAN."
Sheet: L3.0
3 of 4 Sheets.
O
ID TAG
O
WATERPROOF CONNECTION (1 OF 2)
O
30-INCH LINEAR LENGTH
O
OF WIRE, COILED
REMOTE CONTROL VALVE
O
INSTALL 6-INCH MIN. ABOVE
HIGHEST POINT OF DISCHARGE
O
UV RADIATION RESISTANT
PVC SCH 40 MALE ADAPTER
(1 OF 2)
O
UV RADIATION RESISTANT
PVC SCH 40 PIPE
(1 OF 2)
O
FINISH GRADE/TOP OF MULCH
O
PVC SCH 40 ELL
(1 OF 2)
10
PVC LATERAL PIPE
(1 OF 2)
1 ANTI -SIPHON ELECTRIC REMOTE -CONTROL VALVE DETAIL
SCALE: NONE FILE NAME: LSD-24.dwg
O30-INCH LINEAR LENGTH OF WIRE, COILED
O WATERPROOF CONNECTION (1 OF 2)
O ID TAG
4 ANTI -SIPHON VALVE
O
OS PRESSURE REGULATOR & Y-FILTER:
REFER TO IRRIGATION LEGEND
O PVC SCH 80 UNION
O PVC SCH 40 MALE ADAPTER
®UV RADIATION RESISTANT PVC SCH 40 PIPE
0 OF 2)
Og FINISH GRADE/TOP OF MULCH
IRRIGATION 10 PVC SCH 40 ELL (1 OF 2)
LEGEND
�jJ,Lp'/LI�10 11 PVC LATERAL PIPE (1 OF 2)
U-LJ 11
ANTI -SIPHON ELECTRIC REMOTE -CONTROL VALVE
2 WITH PRESSURE REGULATOR & Y-FILTER DETAIL
SCALE: NONE FILE NAME: LSD-28.dwg
IRRIGATION CONTROLLER - WALL MOUNT
INTERIOR WALL
24 VOLT WIRE IN RIGID 3 4" MIN. PVC CONDUIT TO RCVS
120 VOLT OUTLET FOR IRRIGATION CONTROLLER
CONDUIT WALL ANCHOR
FINISHED FLOOR ELEVATION
SWEEP ELL, TYP.
SLIP COUPLING -
NOTES',
1. LOCATE CONTROLLER TO MEET ADA GUIDELINES. KEY PAD & READOUT
TO BE 48" MAX HEIGHT.
2. LOCATE NEAR PHONE CONNECTION & OUTLET, WHENEVER POSSIBLE.
3. COORDINATE W/ MECH. & ELECT. TRADES.
3 WALL MOUNT IRRIGATUION CONTROLLER DETAIL
SCALE: NONE FILE NAME: LSD-11.dwg
TOP OF BOXY2 INCH ABOVE FINISH GRADE IN TURF.
1 INCH IN GROUNDCOVER AREAS.
10 INCH DIAMETER ROUND PLASTIC VALVE BOX
WITH PLASTIC LID. SECURE LID WITH % INCH
DIAMETER STAINLESS STEEL MACHINE BOLT AS
COORDINATED WITH MANUFACTURER.
TOP OF LID SHALL BE STENCILED WHITE "GV"
FINISH GRADE
8 INCH DIAMETER PVC VERTICAL
SLEEVE FOR ACCESS -NOTCH
SLEEVE TO FIT OVER PIPE.
w 2" TYP. 1
O 'JIIII
GATE VALVE
w
J
z
COMMON BRICK
w O
LL - J-I
2 T TAL-1 DEGREES' APAR
(O 80 T)
8
R
v
PVC SCH 80 MALE ADAPTER
r
PVC MAINLINE PIPE
4 INCH MINIMUM DEPTH OF
% INCH WASHED GRAVEL
NOTE:
1. ALL BOXES SHALL BE OFFSET 12
INCHES FROM ANY SIDEWALK, CURB OR HEADER.
IRRIGATION
GATE VALVE IN BOX DETAIL
4
SCALE: NONE
DATE: 05/18/08 FILE NAME: LSD-22.dwg
MAINLINE, LATERAL &
WIRING INTO COMMON
MAINLINE PIPE &
TRENCH
QUICK COUPLING
LINE
LATERAL PIPE
MAINLINE, LATERAL &
SECTION VIEW
WIRING INTO COMMON
MAINLINE PIPE &
TRENCH
QUICK COUPLING
A,C, pAVELEMENT
LINE
0
�\\
LATERAL PIPE
UNDER A.C. PAVELEMENT
SECTION VIEW
LATERAL PIPE
MAINLINE PIPE
MAINLINE,
LATERAL &
WIRING INTO
TRENCH
RUN WIRING ALL SOLVENT
BENEATH WELD PLASTIC
MAINLINE. PIPING TO BE
TAPE & BUNDLE AT SNAKEDIN
AS
INTERVALS SHOWN
INTERVALS
CONTROLLER
WIRE (NO
CONDUIT)
TIE A 24 INCH LOOP IN ALL WIRING AT
CHANGES OF DIRECTION OF 30 INCHES
OR GREATER. UNTIE AFTER ALL
CONNECTIONS HAVE BEEN MADE.
PLAN VIEW
NOTES:
1. TRENCH BACKFlLL SHALL BE NATIVE MATERIAL, COMPACT TO 90% MINIMUM, RELATIVE COMPACTION.
5 IRRIGATION TRENCH DETAIL
SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-18.dwg
REFER T(
IRRIGATIC
LEGEND
Y 1111"
PACTED BACKFILL
;H GRADE
DR OR POP-UP
NKLER BODY
SCH BO NIPPLE
GTH AS REQUIRED)
SCH 40 STREET ELL
SCH 80 NIPPLE
GTH AS REQUIRED)
SCH 40 STREET ELL
SCH 40 TEE or ELL
LATERAL PIPE
,.EACH BOTTOM OF
UNDISTURBED SOIL
NOTE:
1. INSTALL TOP OF POP-UP SPRINKLER 1 INCH ABOVE FINISHED GRADE IN
SHRUB AREAS AND FLUSH WITH GRADE IN TURF AREAS.
2. ROTORS SHALL BE INSTALLED FLUSH IN TURF AREAS.
6 IRRIGATION ROTOR OR POP-UP DETAIL
SCALE: NONE DATE: 05/18/08 FILE NAME: LSD-21.dwg
5
® 13
INSIDE VIEW
O DIFFUSER BUG CAP:
RAIN BIRD DBC-025 (OPTIONAL)
1 OF 2 SHOWN 8 POSSIBLE)
)
2
UNIVERSAL Y" TUBING STAKE:
4
(1 OF 2 SHOWN, 8 POSSIBLE)
O X' DISTRIBUTION TUBING:
(LENGTH AS REQUIRED)
(1 OF 2 SHOWN, 8 POSSIBLE)
O SUBTERRANEAN EMITTER BOX:
O MULTI -OUTLET EMISSION DEVICE
©TOP OF MULCH
O FINISH GRADE
O8 PRESSURE REGULATOR:
RAIN BIRD PRS-050-30 (OPTIONAL)
O PVC SCH 80 CLOSE NIPPLE
10 PVC SCH 40 TEE OR ELLBOW
(DPVC LATERAL PIPE
1© 3" MINIMUM DEPTH OF
% WASHED GRAVEL
1© XERI-BUG EMITTER AND/OR PC
MODULE (SEE NOTE FOR OPTIONS)
NOTES:
1. COIL ADDITIONAL 9" OF TUBING IN EMTTER BOX TO FACILITATE MAINTENANCE.
2. XERI-BIRD 80 PROVIDES A CENTRALIZED LOCATION FOR UP TO 8 EMITTERS. A MIX OF XERI-BUG
AND/O
R PC MODULES CAN BE USED TO PROVIDE THE FLOW RATES NEEDED FOR DIFFERENT
PLANT MATERIALS. XERI-BIRD 80'S CAN UTILIZE THE FOLLOWING EMITTERS:
RAIN BIRD XERI-BUG BARB X BARB EMITTERS:
XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH
RAIN BIRD XERI-BUG 10-32 THREADED INLET X BARB OUTLET EMITTERS:
XB-05PC-1032 0.5 GPH XB-IOPC-1032 1.0 GPH XB-20PC-1032 2.0 GPH
RAIN BIRD PC MODULE BARB X BARB EMITTERS:
PC-05 5 GPH PC-07 7 GPH PC-10 10 GPH
PC-12 12 GPH PC-18 18 GPH PC-24 24 GPH
RAIN BIRD PC MODULE 10-32 THREADED X BARB EMITTERS:
PC-05-1032 5 GPH PC-07-1032 7 GPH PC-10-1032 10 GPH
8 MULTI -OUTLET EMISSION DEVICE DETAIL
WITH OPTIONAL PRESSURE REGULATOR
17 1/4" TUBING, STAKE AND OPTIONAL BUG CAP
SCALE: NONE FILE NAME: LSD-29.dwg
SET STAKES PERPENDICULAR TO
PREVAILING WIND DIRECTION
WIND DIRECTION NAIL RUBBER TREE STRAP GOB
TO CROSSBRACE.
W/ GALV. NAILS
�2" DIA. LODGEPOLE
TREE TRUNK
FIVE FERTILIZER TABLETS
(21 GRAMS. 20-10-5
3" LAYER OF BARK
(PER SPEC)
RECYCLED
IN COLORDARK BROWN
SET ROOTBALL 1-1 2'
ABOVE FINISH GRAD
SCARIFY PIT
TO ELIMINATE
AUGER SLICK
Y/2
SHRUB
FINISH GRADE
3" HIGH BERM
3" LAYER OF BARK a p p MULCH PER SPECS.)
Lj x jx/2�
NOTES:
1. X = WIDTH OF ROOTBALL
2. Y = DEPTH OF ROOTBALL
A SHRUB PLANTING DETAIL
SCALE: NONE DATE: 05/18/08 FILE NAME: N/A
qP • •
BACK OF WALK OR CURB
0
HEADERBOARD
.n
• •• • •
REQUIRED
EQUAL TRIANGULAR SPACING RE
Q Q
BETWEEN PLANTS. REFER TO PLANT
LEGEND FOR ON CENTER SPACING.)
PLAN
GROUNDCOVER PLANT
3" LAYER BARK MULCH - SEE SPECS.
�II 6" MIN. DEPTH OF AMENDED SOIL SEE SPECS.
BACKFlLL MIX AMENDED PER SPECS.
SECTION
UNDISTURBED SUBSOIL
NOTES:
1. SETBACK FROM BACK OF CURB OR BACK OF WALK OR HEADERBOARD IS
EQUAL TO 1/2 O.C. SPACING FOR GIVEN SPECIES.
2. EQ= EQUAL TO ON CENTER SPACING SHOWN ON PLAN.
BACKFlLL MIX
AMEND SOIL FROM
PIT (PER SPECS)
FERTILIZER TABLETS
(# PER SPEC.)
FOOT TAMP AMENDED
SOIL (PER SPEC)
TREE
(LINE
PLAN
CURE
GROUND COVER PLANTING DETAIL
SCALE: NONE DATE: 05/18/08 FILE NAME: N/A
51
4
YEA
NOTE: ALL ROOTS TO BE SPREAD
STAKING PLAN VIEW
C ROOT BARRIER DETAIL
SCALE: NONE DATE: 05/18/08 FILE NAME: N/A
PLAN VIEW
TWO 1"X4" CROSS BRACE
GALVANIZED WOOD SCREW
TO TREE STAKES.
FOUR FLEXIBLE BELT
OR RUBBER HOSE TREE
TIE. CROSS TIES OVER
BEFORE SECURING ONTO
STAKES WITH GALVANIZED
SCREWS. �
� l
•
Community Development Department
SPECIFI�A��I�svision -Cupertino
APPROVED
I. SCOPE
THE SCHEDLCE f�l YETI N ARE LISTED AS FOLLOWS
A. SOIL „
B. CLEARING AND SGRUBBING
C. SOIL CONDITIONING Application Number(s)
D. FINISHING GRADING
E. METHOD OF PLANTING
F. PLANTING TREESG. ]
H. WATETI �J V GNI'y'EE� i rector 1 Staff
I. LAWNS
J. WATERI FOR ENTIRE PLATI G D L WN AREA
K, TREE ale 10/21 /16
L. ESPAL ERII INS F PPLI A LE
M. CULTIVATIONS AND WEED REMOVAL
Signature Ellen Yau
II. MATERIALS
A. PLANT MATERIALS Case Manager
THE PLANTS MATERIALS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED, SHALL CONFIRM TO THE FOLLOWING
(1). NONMENCLATURE: PLANTS NAMES INDICATED OR LISTED IN THE " LIST OF PLANT MATERIALS" ON THE DRAWINGS,
CONFORM TO " STANDARD PLAT NAMES" SECPMD EDITION, EXCEPT FOR NAMES NO COVERED THEREIN, THE ESTABLISHED CUSTOMER OF THE
NURSERY IS FOLLOWED.
(2). CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM
PLANTS DISEASE, INSECTS PESTS, OR OTHER EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOF SYSTEM, WELL FILLING THEIR CONTAINERS,
BUT NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXPECT AS AUTHORIZED BY THE LANDSCAPE
DESIGNER OR HIS REPRESEBTATIVE.IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY.
(3). THE HEIGHTS AND SPREAD OF ALL PLANTS MATERIALS SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION. THE CALIPER OF ALL TREES SHALL BE
MEASURED 4'-0" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANTS MATERIALS ARE OMITTIED FROM THE
" LIST OF PLANT MATERIALS" IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS SHALL BE NORMAL STOCK FOR TYPE LISTED.
(4). INSPECTION: ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY APPROPRIATE GOVERNMENTAL AGENCY AS REQUIRED BY STATE,
OR LOCAL CODE, AND SHALL BE SUBJECT TO THE INSEPCTION AND APPROVAL OF THE LANDSCAPE ARCHITECT OR DESIGNER , BEFORE PLANTING.
(5). PLANT LIST: AS INCLUDED ON THE PLANTING PLAN
(6). SIZES OF PLANTS: SHALL BE STATED ON THE PLNAT LIST. CONTAINER STOCK (1 GAL, 5 GAL, AND 15 GAL , 24" BOX) SHALL HAVE BEEB GROWN IN THAT CONTAINER
FOR AT LEAST ONE YEAR BUT NOT OVER TWO YEARS
(7). SUBSTITUTIONS: FOR THE INDEICATED PLANTS MATERIALS WILL BE PERMITTED PRVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE DESIGNER
AND THE SUBSITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. eXCPET FOR THE VARIATIONS TO AUTHORIZED ALL SUBSTITUE PLANT MATERIALS SHALL
CONFIRM TO THE REQUIREMENT OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED,
THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISION OF THE CONTRACT.
(8). PLANTS NOT APPROVED: TO BE REMOVED FROM SITE IMMEDICATELY AND REPLACE WITH SUITABLE PLANTS.
B. FERTILIZERS AND SOIL AMENDMENTS
ORGANIC COMPOST AND SOIL AMENDMENTS SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE
FLOWING, DELIVERED TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS, EACH BEARING THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURE'S
GURANTED ANAYSIS, ANY MATEIALS WHICH BECMOMES CAKED OR OTHERWISED DAMAGED, MAKING IT UNSUITABLE FOR USE, WILL NOT BE ACCEPTED.
C. BARK CHIP MULCH
ALL PLANTED AREAS (EXCPET TURF) SHALL RECEIVE A TOP DRESSING OF MULCH RECYCLED IN DARK BROWN COLOR. MULCH SHALL BE REDWOOD BARK CHIPS, MEDIAN GRIND OF MULCH.
MEDIAN GRIND (3/8 TO 3/4 INCH DIAMETER). NO SHREDDED BARK IS ACCEPTABLE.
MINIMUM THREE (3) INCHS LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACE OF PLANTIUNG AREAS.
D. SOIL
SOIL SHALL BE EXSITING SUBFACE SOIL (UNLESS OF THERWISE INDICATED ON THE PLANS) AND SHALL BE FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY,
ROCKS, STICKS, BRUSH OR OTHER DELETERIOUS MATERIALS. ANY AND ALL IMPORTED SOIL, IF REQUIRED, SHALL BE OF A SANDY -LOAM TEXTURE. SOIL SAMPLES AND ANAYSIS
SHALL BE SUBMIOTTED TO THE LANDSCAPE DESIGNER FOR APPROVAL PRIOR TO DELIVERY OF ANY SOIL TO THE PROJECT SITE. SHOULD THE LANDSCAPE DESIGNER REJECT ANY
PORTION OF THE DELIVERED SOIL, FOR ANY REASON, IT SHALL BE REMOVED IMMEDICATEDLY AT NO COST TO THE OWNER.
MINIMUM EIGHT (8) INCHES, NON -COMPACTED TOPSOIL SHALL BE AVAILABLE FOR WATRER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS.
III. LANDSCAPE WORK PROCEDURES
A. SOIL PREPARATION
(1). THE SOIL SHALL OT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THE EXCESS COMPACTION WILL OCCUR: NOT WHEN IT IS SO DRY THT A DUST WILL FORM
IN THE AIR. WATER SHALL BE APPLIED IF NECESSARY TO PROVIDE IDEA MOISTIRE CONTENT FOR TILLING AND FOR PLANTING HEREIN SPECIFIED.
(2). PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISHED GRADE. EXCESS SOIL SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION
() OF FERTILIZER AND MULCH. WHERE SOIL IS TO BE RELACED BY PLANTS AND MULCH, ALLOWANCE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL
BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF MULCHED PLANTED BEDS.
(3). LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING BRUSH, DEAD TREES, AND WEEDS TO THE SATISFATION OF THE LADSCAPE DESIGNER.
(4). TRENCHES: IF ANY PORTION OF THE SPRINKLER SYSTEM IS INSTALLED AFTER GRADING AND FERTILIZING IS COMPLETED, THE UPPER PORTION OF THE BACKFlLL SHALL BE RETILL
AND FERTILIZED TO THE DEPTH SPECIFIED FOR THE AREA AS REQUIRED, TO CONFIM TO THE SPECIFICATIONS.
(5). FINSIH GRADES: LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR BRING ALL PLANTED AREAS TO FINISH GRADE, WHICH SHALL BE 101/2" BELOW PAVING , CURB, AND
AND HEADERS, OR AS NOTES BY SPOT ELEVATIONS, THE LANDSCAPE CONTRACTORS SHALL RECEIVE THE SITE GRADED BY OTHERS TO WITHIN +1" (1/10 OF ONE FOOT)
B. CLEARING AND SGRUBBING
ALL EXISTING TREES SHALL BE PRESERVED IN AN UNDISTURBED CONDITION EARTHEN MOUNDINGS SHALL BE ROUGH GRADED TO CONTOURS AS SHOWN ON
THE PLANTS BY THE GENERAL CONTRACTORS MOUND SHALL BE CONSTRUCTED WITH ENOUGH EXCESS MATERIALS TO ALLOW FOR FUTURE SETTEMENT.
FINAL LOCATION OF MOUNDS SHALL NOT CONFLICT WITH EXSITING UTILITIES, UTILITY BOXES, VALVE BOXES, ETC. NO COMPACTION WILL BE ALLOWED, EXCEPT FOR NORMAL GRADING
AND SHAING OPERATIONS. AMU EXCESS MATERIALS UPON COMPLETION OF THE GRADING OPERATIONS SHALL BE SPREAD IN AREAS AS DIRECTED BY THE LANDSCAPE DESIGNER.
C. SOIL CONDITIONING
SUBMIT SOIL SAMPLES (MIN. 3) TO SOIL AND PLANT LABORATORY, FOLLOW SOIL CONDITION RECOMMANDATION OF REPORT
D. FINISHING GRADING
(1). THE FINISH GRADING SHALL CONFORM TO THE PROPOSED CONTOURS AND SET GRADES AS SHOWN ON THE PLATNS AND AS MODIFIED HEREIN:
(A): EXISTING FINSH GRADE SHALL BE TO A TOLERANCE OF PLUS OR MINUS 1/10 OF ONE FOOT (0.1) FOR ALL LANDSCAPE AREAS
(B): IN LAWN AREA THE FINISH GRADE SHALL BE 1-1/2" BELOW ADJOINING FLAT WORK, EXCPET ALONG EDGES WHERE WATER MAY BE TRAPPED, THE FINISH GRADE SHALL BE
BROUGHT FLUSH.
RRIGATION SPECIFICATIONS
I. IRRIGATION GENERAL NOTES
B. TRENCHING & BACKFILLING
THE MATERIALS AND METHODLS TO BE USED IN CONSTRUCTING THE IRRIGATION
CARE SHALL BE TAKEN WHEN PIPE INSTRALLATION IS REQUIRED WITHIN EXISTING TREE
SYSTEM SHALL CONFIRM TO THE APPLICABLE PROVISIONS OF THE UNIFORM PLUMBING
ROT AREAS. AVOID TRENCHING WITHIN DRIPLINE OF TREES WHERE POSSINLE. WHEN
CODE (PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION), THE
NOT POSSIBLE, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED. OPEN TRENCHES
NATIONAL ELECTRIC CODE, AND ALL CODES PROPERLY GOVERING THESE ACTIVITIES AT
CAN BE DUG MECHANICALLY UNTIL REACHING THE DRIPLINE OF THE TREE. TRENCHES
THE LOCATION OF THE WORK. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL
WITHIN THE DRIPLINE OF THE TREE SHOULD BE CONTINUED BY HAND. DAMAGED ROOT
EXISITNG UTILITIES, WHETHER SHOWN ON PLANS OR NOT, AND WILL BE RESPONSIBLE
OVER 1 1/2" IN DIAMETER SHALL BE CUT LEAVING A CLEAN SMOOTH SURFACE.
FOR ANY AND ALL DAMAGE TO SAME. CONTRACTOR SHALL VERIFY PRIOR TO
ROOTS OVER 4" IN DIAMETER SHALL BE CAREFULLY HAND DUG UNDER. IF MANY
CONSTRUCTION THAT HIS CONTRACT SHALL VERIFY PRIOR TO CONSTRUCTION THAT HIS
B
ROOTS ARE CUT, THE TOP OF THE TREE SHOULD BE THINNED PROPORTIONALLY.
CONTRACT DOCUMENTS REFLECT THE LATEST REVISIONS AND PLAN CHECKS. THIS
CONSULT WITH THE LANDSCAPE DESIGNER PRIOR THINNING.
SYSTEM IS BASED ON THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION
DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO COMMENCEMENT OF
EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL WATER AND MATERIALS OR
INSTALLATION.
OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE WORK. ALL EXCESS
THE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT
AND WASTE MATERIALS RESULTING FROM THE TRENCHING OPERATIONS SHALL BE
REQUIRED TO COMPLETE WORK INDICATED ON THE PLANS. THE WORK SHALL BE
REMOVED FROM THE SITE.
PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO
H
DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH.
THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT
LAY PIPE AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT
FOREMAN, CAPABLE OF INTERPRETING THE PLANS AND THESE SPECIFICATIONS.
INDICATED ON DRAWINGS AND AS NOTED.
ALL LOCAL MUNICIPAL, AND STATE LAWS, RULE, AND REGULATIONS GOVERNING OR
RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND
C. HANDLING OF PIPE
MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED
PVC PIPE SHALL BE INSTALLED SO THAT THERE WILL BE A SMALL AMOUNT OF
OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL
EXCESS LENGTH IN THE LINE TO COMPENSATE FOR CONTRACTION AND EXPANSION OF
NOT BE CONSTRUCTED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS,
THE PIPE. THIS SHALL BE ACCOMPLISHED BY "SNAKING" THE LINE IN THE TRENCH
OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND
DURING THE TIME OF INSTRALLATION.
DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF
A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAT IS REQUIRED BY THE
HANDLING AND ASSEMBLY OF PIPE, FITTINGS AND ACCESSOROES SHALL BE BY
ABOVE RULES AND REGULATIONS, THE POSITIONS OF THESE SPECIFICATIONS AND
SKILLED TRADESMEN USING APPROVED METHODS AND TOOLS AND EXERCISING CARE
DRAWINGS SHALL TAKE PRECEDENCE.
TO PREVENT DAMAGE TO MATERIALS OR EQUIPMENT. INTERIOR OF PIPES, FITTINGS,
AND ACCESSORIES SHALL BE KEPT CLEAN AT ALL TIMES, AND ALL OPENNINGS IN
COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SO THERE
PIPING RUNS SHALL BE CLOSED AT THE END OF WORK EACH DAY , TO PREVENT THE
SHALL BE NO INTERFERENCE EXISTING WITH OR DIFFICULTY IN PLANTING SHRUBS,
ENTRY OF FOREIGN MATERIALS. BENDING OF GALVANIZED STEEL PIPE WILL NOT BE
TREES, GROUND COVERS, OR EXISTING OR PROPOSED UTILITIES AND OTHER
PERMITTED.
CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL
PERMITS AND ALL INSPECTIONS AS REQUIRED. CAREFULLY NOTE ALL ESTABLISHED
D. CONTROL VALVES
GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS.
ELECTRIC, NORMALLY CLOSED ANGLE CONTROL VALVES SHALL BE INSTALLED AS
ALL SITE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION. IN THE EVENT OF
INDICATED ON THE PLANS AND AS SPECIFIED BY THE MANUFACTURER VALVES SHALL
CONFLICT BETWEEN THE PLANS AND UTILITIES THE CONSTRACTOR SHALL NOTIFY THE
BE SET IN VERTIVAL POSTION AND HOUSED IN AN AMETEK OR EUAL VALVE BOX WITH
LANDSCAPE DESIGNER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES, OR
REMOVEABLE COVER, WHICH IS TO BE FLUSH WITH FINISHED GRADE AND INSTALLED IN
OTHER FEATURES TO REMAIN, CAUSED BY THE LANDSCAPE CONTRACTOR, SHALL BE
A SHRUB AREA, WHEREVER POSSIBLE.
REPLACED OR REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK
AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM THE
LANDSCAPE DESIGNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND /OR THE
SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA
WHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL FOR SAME HAS BEEN GIVEN
BY THE LANDSCAPE DESIGNER. DUE TO THE SCALE OF THE DRAWINGS, IT IS
IMPOSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE
REQUIRED TO COMPLETE THE IRRIGATION SYSTEM.
IF ADDITIONAL REVIEWS OR WALK -THROUGH ARE REQUIRED DUE TO LACK OF
LANDSCAPE CONTRACTOR COMPLIANCE, SAID REVIEWS OR WALK-THROUGHS WILL BE
CHARGED TO THE LANDSCAPE CONTRACTOR.
II. IRRIGATION MATERIALS
A. SUBSTITUTIONS
IRRIGATION MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND /OR SPACING
AS SHOWN OR NOTED AND SHALL BE OF THE SIZE AND MANUFACTURE AS INDICATED
ON THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH IRRIGATION
ARTICLES, EQUIPMENT MATERIALS, OR PROCESSES SPECIFIED BY NAME IN THE
DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHIUT PRIOR
WRITTEN APPROVAL BY THE LANDSCAPE DESIGNER. EQUIPMENT OR MATERIALS
INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE
DESIGNER MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH
MATERIALS FROM THE SITE AT HIS OWN EXPENSE. APPROVAL OF ANY ITEM,
ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE PRODUCTS APPARENTLY MEET
REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE
INFORMATION OR SAMPLES SUBMITTED. MANUFACTURER'S WARRANTIES SHALL NOT
RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH
WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE.
B. PIPING
PVC PLASTIC PIPE: ALL PLASTIC PIPE TO BE INSTALLED SHALL BE FREE FROM
BLISTERS, INTERNAL STRIATIONS, DENTS, WRINKLES, CRACKS, HOLES, FOREIGN
MATERIALS AND THE INTERIOR WALL SHALL BE SMOOTH AND HAVE A GLASS -LIKE
APPEARANCE. ALL PIPE SHALL BE MARKED CONTINUOUSLY AND PERMANENTLY WITH
THE FOLLOWING INFORMATION: MANUFACTURER'S NAME KIND OF PIPE MATERIAL SIZE
SCHEDULE OR TYPE AND MANUFACTURER'S QUALITY CONTROL IDENTIFICATION.
C. CONTROL WIRE
DIRECT BURIAL REMOTE CONTROL WIRED SHALL BE U.L. APPROVED TYPE U.F., MINIMUM
OF 4/54 INCH VINYL INSULATION. CONSULT VALVE MANUFACTURER'S CURRENT WIRE
SIZING CHART FOR WIRE SIZES REQUIRED. COMMON RETURN WIRE SHALL BE WHITE
AND PRIOR WIRE SHALL BE RED, ORANGE OR BLACK. ALL SPLICES SHALL BE MADE
WITH 'SCOTCH LOCK' #3577 CONNECTOR SEALING PACKS, OR APPROVED EQUAL.
D. SPRINKLER HEADS, REMOTE CONTROL VALVES,
AUTOMATIC CONTROLLER, QUICK COUPLER
SHALL BE OF TYPE, SIZE AND LOCATION AS NOTED AND INDICATED ON THE
DRAWINGS. REMOTE CONTROL VALVES AND QUICK COUPLERS SHALL BE LOCATED A
MAXIMUM OF 12" FROM CURB, WALK, OR HEADERBOARD. FINAL LOCATION AND EXACT
POSITIONING OF AUTOMATIC CONTROLLER SHALL BE SPPROVED BY THE OWNER'S
SUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.
E. BACKFLOW PREVENTION
BACKFLOW PREVENTERS AS DESIGNATED ON THE DRAWINGS OR AS APPROVED BY THE
LOCAL GOVERNING BODY. DO NOT LOCATE IN LAWN AREAS. FINAL LOCATION AND
EXACT POSITIONING OF BACKFLOW PREVENTER SHALL BE APPROVED BY THE OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. UNIT SHALL BE SCREED WITH
PLANT MATERIAL SHOWN ON THE PLANTING PLAN IN THE LOCATION OF THE
BACKFLOW PREVENTER OR ELESEWHERE ON SITE WHEN DIRECTED BY THE LANDSCAPE
DESIGNER TO SCREEN UNIT. NO PVC PIPING SHALL BE USED IN BACKFLOW PREVENTER
ASSEMBLIES.
F.VALVE BOXES
CONTROL VALVE BOXES SHALL BE AMETEK NO. 10-70-00 WITH GREEN COVER LID NO.
10-173-004 OR EQUAL. INSTALL EXTENSIONS IF REQUIRED.
III. IRRIGATION INSTALLATION
A. PHYSICAL LAYOUT
E. METHOD OF PLANTING
PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY
LINES, ROUTING, AND LOCATION OF SPRINKLER HEADS. ALL LAYOUT SHALL BE
F. PLANTING TREES
APPROVED BY THE LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION. IF EQUIPMENT
Q
3" DIA. x 10' TREATED LODGEPOLE
PINE STAKES OUTSIDE
ALL PITS FOR PLATNS SHALL BE DUG SQUARE PER PLAN DETAILS, LEAVE SIZE OF HOLES SHALL BE TWO TIMES DIAMETER OF ROOT BALL, AND ONE -HALF AGAIN AS DEEP
IS INCORRECTLY LOCATED WITHOUT SAID APPROVAL, IT IS THE CONTRACTOR'S
INSTALL 6 MIN. INTO UNDISTURBED
UNDISTURBED
AS DEPTH OF ROOF BALL. SOIL AT SIDE AND BOTTOM SHALL BE LOOSENED BY SCARIFYING TO ENSURE ROOT PENETRATION NO SMOOTH CIRCULAR SIDES
( )
RESPOSIBILITY TO RELOCATE IT AS PER THE LANDSCAPE DESIGNER'S DIRECTIONS
NATIVE SOIL.
PITS SHALL BE BACKFILLED WITH PREPARED SOIL TO THE BOTTOM OF THE ROOT BALL. THE PLANT SHALL THEN BE SET IN AN UPRIGHT POSITION IN THE CENTER OF
WITHOUT ADDITIONAL COST.
DO NOT PLACE STAKES IN ROOTBALL
AND THE SPACE AROUND IT BACKFILED WITH PLANTING MIX. WHEN THE BACKFlLL AROUND THE PLANTS IS APPROXIMATELY TWO -THIRD COMPLETED, THE PLANT SHALL
PLANT ROOTBALL 2"
THROUGHTLY WATERED AFTER WHICH THE BACKFlLL SHALL BE COMPLETED TO HE GRADE OF THE SURROUNDING AREA. THE CROWN OF THE PLANT SHALL BE 1 1 2" ABOVE
/
CONNECT SPRINKLER IRRIGATION SYSTEM TO POINT OF CONNECTION AS INDICATED ON
ABOVE GRADE
(MINIMUM) FINISHED GRADE.
DRAWINGS. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATION SHOWN ON
PREPARE A SOIL RING AT LEAST 3" HIGH AND AS WIDE AS ROOT BALL AROUND EACH PLANT (NOT INA TURF AREAS) TO RETAIN WATER. WATER THOROUGHLY TO
DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CHANGES CAUSED BY ACTUAL SITE
ELIMINATE AIR POCKETS. EACH TREES IN TURF AREAS SHALL HAVE THE TURF REMOVED IN A RING 24" DIAMTER AROUND THE TRESS BASE.
CONDITIONS.
-2 TREE BUBBLERS
ONE IN EACH DRAIN PIPE
BUBBLER TO BE 2" BELOW
TOP OF PIPE OR
FLOOD TYPE BUBBLER
G. PLANTING OF SHRUB, VINE AND GROUND COVERS
4" W/�TER BASIN
PLANTING SHALL TAKE PLACE IN THE EXISTING PREPARED SOIL WHICH SHALL BE MOIST, NEVER DRY OR WET AND SOGGY. THE MOST CONDITION SHALL
�W/ 2 WOOD BARK
EXTEND TO THE FULL DEPTH OF CULTIVATION. THE SPACING OF ALL GROUND COVER PLANTS SHALL BE AS INDICATED ON THE PLANS AND IN THE PLANT LIST. THEY
SHALL BE PLANTED IN EVENTLY SPACED ROWS WITH STAGGERED TRAINGULAR SPACING AND AROUND THE SHRUB, TREES TO WITHIN ON FOOT. NO GROUND COVER SHALL BE
PLANTED TJAT ONE HALF OF THE SPECIFIED SAPCING FROM ANY CURB OR WALKWAY.
\ •
• /III -I I I-
-III
BACKFILL WITH CLEAN NATIVE
H. WATERING BASINS
-
SOIL AND SOIL AMENDMENT
/ AS NECESSARY (ORGANIC COMPOST)
TWO 4" DIAMETER PVC - .
PERFORATED DRAIN PIPES
'
I. LAWNS
(1). SEEDING : APPLY FERTILIZER 'B' TO FINISH GRADED SURFACES AT THE RATE OF FOUR 94) POUND PER 1000 SQUARE FEET. SEED SHALL BE WEED FREE, FRESH,
_
WITH S4OTTED COVER,I-III
_
I II _
RECLEANED, GRADE A , NEW CROP CONSISTING OF THE PERCENT AGE OF MIX AS SPECIFIED ON THE PLANTS. SEED SHALL BE LABELED IN ACCORDANCE WITH
MIN. 30 DEEP, FILL IN
"�`
U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT AND SHALL BE DELIVERD TO THE JOB SITE IN BAGS
AND AROUND PIPE
BEARING THE DEALER'S ;ABEL AND GURANTEED ANALYSIS, SOW SEED IN TWO DIRECTIONS AT A TOTAL COMBINED RATE OF TEN POUNDS PER 1000 SQ,FT THE SEED SHALL
WITH DRAIN ROCK
BE SOWN BY EXPERIENCED MEN AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. LIGHTLY RAKE INTO TOP 1/8" OF SOIL. DO NOT MOW UNTIL TURF IS 2 1/2" HIGH
AND FOR INITIAL MOWING DO NOT MOW LOWER THAN 1 1/2" ALL CLIPPINGS.
SCARIFY SIDES AND BOTTOM
OF PLANT HOLE. LIGHTLY
(2). FERTILIZEING DURING MAINTENANCE: FERTILIZER 'D' SHALL BE APPLIED. 30 CALENDER DAYS AFTYER PLANTING AT THE RATE OF FIVE POUND PER 100 SQ.FT. .
SCORE SIDES AND BOTTOM
REPEAT EVER 30 DAYS THROUGH MAINTENANCE.
OF ROOF BALL JUST PRIOR TO
PLANTING
J. WATERING FOR ENTIRE PLATING AND LAWN AREA
NOTES: HEIGHTS OF STAKES AS REQUIRED TO HOLD TREE UPRIGHTAND STRAIGHT
(1). IMMEDIATELY AFTER PLATNING, WATER SHALL BE APPLIED TO EACH TREE, SHRUB, AND VINE BY MEANS OF A HOSE. THE WATER SHALL BE APPLIED IN
DO NOT REMOVE LOW SIDE BRANCHES
MODERATE STREAM IN THE PLANTING HOLES AND UNTIL THE MATERIALS ABOUT THE ROOTS IS COMPLETELY STATURATED FROM THE BOTTOM OF THE HOLE TO THE
TOP OF THE GROUND TO ALLOW SOIL TO FULLY SETTLE AND ELIMINATE AIR PAOKETS.
15 GAL OR 24" BOX TREE PLANTING DETAIL
(2). FOLLOWING THE PLANTING OF GROUND COVER PLANTS, FURNISHED IN FLATS, EACH PLANT SHALL BE IMMEDIATELY AND THOROUGHLY WATERED BY MEANS OF A HOSE
p
USING A SLOW, RUNNING STRAM OF WATER. ALL SODDED AREAS SHALL BE THROUGHLY WATERED IMMEDIATELY AFTER INSTALLTION. LAWNS AREA TO BE KEPT
SCALE: NONE DATE: 05/18/08
FILE NAME: N/A
CONTINUOUSLY MOIST BY WATERING AS OFTERN AS REQUIRED TO MAINTAIN VIGOROUS GROWTH.
(3). PLATNS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTING WATER SYSTEM SHALL BE WATERED BY MEANS OF A HOSE.
(4). APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL CONDITIONS REQUIRED, TO KEEP THE GROUND WET AT ALL TIMES, WELL BELOW THE
ROOT SYSTEMS OF GRASS AND PLANTING
K, TREE STAKING
(1). STAKE ALL TREES, NOT TO BE GUYED, AT TIME OF PLANTING, BY PLANCING STAKED IN THE PREPARED HOLE AN DRIVING STAKERS TWO INTO SOILD GROUND.
PLANTS THE TREE BETWEEN STAKES AS TIGHT AS POSSIBLE WITHOUT CROWING THE ROOTS. FASTEN THE TREE PER " TREE STAKING AND PLANTING DETAILS " SHOWN ON
LANDSCAPING DRAWING.
L. ESPALIERING VINES IF APPLICABLE
ALL VINES SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS OTHERWISED DIRECTED BY LANDSCAPE DESIGNER.
M. CULTIVATIONS AND WEED REMOVAL
(1). PRE -EMERGENCE WEED CONTROL: DIPHENAMID (DYMID OR ENIDE) OR APPROVED EQUAL APPLIED ON ALL PLANTED AREAS, EXCPET FOR TURF DEVELOPED AREAS.
ALL SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH 'SURFLAN" AT LABEL RATES.
(2). CULTIVATE TO 6" MINIMUM DEPTH AND BRING TO SMOOTH EVEN GRADE, IF WEED GROWTH HAS OCCURED.
BARK CHIP MULCH SHALL BE SPREAD EVENLY OVER THE ENTIRE PLANTED AREA, EXCEPT TURF DEVELOPED AREAS. TO A MINIMUM DEPTH OF ONE INCH.
EnV2,
Inc.
Enivision of Nature
CA LIC.: A,
B, C27 910951
1937 CONCOURSE DR.
SAN JOSE, CA 95131
TEL: (408) 890-6289
FAX: (408) 886-7229
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SCALE:
NONE
DWG BY: HYP
DWG DATE: 05/02/2016
CHECK BY: HYP
CHECK DATE:
05/02/2016
PJT NO:
FILE NO:
Sheet: L4,,O
4 of 4 Sheets.
