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EB
10'-0"10'-0"
27'-6"
10'-0"
P.U.E. AND S.S.E.
330
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370
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270 270
270
270
FDC
EB
chan
ged
to2x
4
UP
DOWN
DOWN
36"
RA
NG
E
30"
WA
LL
OV
EN
/ W
AR
MIN
G
DW
R/M
W
W/D
24"
DW
58"
SIN
K36
" FR
Z
TV
TV
36"
REF
AP
PL
GA
RA
GE
rat s
lab
KIN
G
KIN
G
UP
RD
01
RD
02O
D02
RD
03
RD
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RD
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RD
06
RD
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RD
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RD
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RD
10
RD
11
RD
12
RD
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RD
14
277.5
+344
10'-0"
P.U.E. AND S.S.E.
KIN
G
QU
EE
NQ
UE
EN
BE
DR
OO
M 2
12'-6
" X
12'
-0"
BAT
H 2
6'-0
" X
8'-6
"
DOWN
338'
-7"
UP
PER
LE
VEL
FIN
FLR
336'
-2"
LAN
DIN
GFI
N F
LR
331'
-4 1
/2"
LAN
DIN
GFI
N F
LR
MS
TR.
CLS
T.12
'-0"
X 7
'-0"
MA
STE
RSU
ITE
19'-0
" X
27'
-8"
MA
STE
RB
ATH
12'-0
" X
15'
-8"
BE
DR
OO
M 1
12'-6
" X
12'
-0"
BAT
H 1
6'-0
" X
8'-6
"
(3) C
AR
GA
RA
GE
30'-0
" X
20'
-0"
333'
-11"
GA
RA
GE
LEV
ELFI
N F
LR
HA
LL 2
UP
333'
-11"
PR
OP
OS
ED
GA
RA
GE
F.F
.
OP
EN T
O
BEL
OW
12'X35'+338.5
+341 TW
+2.5'+338.5
+352.0 TW
+341.0 TW
+2.5'
354.5 TW+352.0 BW+
346
+338.5
350348
+346+343.5
346344342
340
330
322.5+
330
324
+326.5
326322
328
+325
320
331.33+
+336
+342.3+344
+336
+342.3+344
+333.75+333.00
+344
+331.5
+326.0
+329.5
+327.5
40'-0"
60'-0"
FROM CENTERLINE
+325
350.0 BW+
+352.0 TW
350.0 BW+ 354.5 TW+352.0 BW+
+341
+341.0 TW
349.0 NAT GRD+
+355.0 NAT GRD
+332.6
+332.75
11'-4
"
5'-8"
33'-2"
313.5+
313.00+
312.50+
+314.50TW
+316.50TW
314.00+
316.50+
+319.00
+321.50
+313.00TW
4011
4011
4011
4011
4011
LIGHTING LEGENDSYMBOL ITEM MANUFACTURER MODEL NO.
PATH LIGHT VISTA PR-4201 BL
MP MARKER LIGHT MP LIGHTING
MP MARKER LIGHT MP LIGHTING
L300 -2-W302H-W-F-0-MK3-P-MA
L08 -2-W302H-D-MK3-P-MA
NOTES:
PATH AND WALL LIGHTS TO BE ON VISTA TRANSFORMERS SEPARATED TO 2 ZONES SET UP ON HOUSE AUTOMATION SYSTEM. MP MARKER LIGHTS REQUIRE REMOTE DRIVERS ON SEPARATE ZONE.
WALL LIGHT WAC LIGHTING 4011-27-BZ4011
POOL LIGHT HAYWARD CRYSTALITE 300W
SPA LIGHT PENTAIRE
LPLUS11100
LSLUS11100CRYSTALITE 100W
8" RWD7" RWD
9" RWD12" RWD
7"15" RWD10" RWD
11" RWD
9" PINE
10" RWD
6" OAK
22" RWD
M FRUIT
M FRUIT
M FRUIT
M FRUIT
7" OAK
M FRUIT
12" OAK
40" EUC
28" EUC
34" EUC22" EUC 26" EUC
30" EUC
26" EUC
24" EUC (3)10" EUC
14" EUC
16"18"22" EUC 16" EUC
26" EUC
12"30" EUC
20" EUC
8" PALM
13" OAK
10"12" PEPPER
12"12" OAK
11" EUC
9"12"14" OAK
9" OAK
36" OAK
10" OAK
10" OAK
6"9" OAKM TREE
8" OAK
8" OAK
6"12" OAK
11"12"13" OAK
EXTENT OF IRRIGATED PLANTED AREA
POOL
POOL EQUIPMENT PAD - 5' X 10' W/ 4.5' TALL X 8" THICK CONCRETE WALLS ON 3 SIDES AND SOLID REDWOOD OR CEDAR FENCE AND GATE ON DOWNHILL SIDE.
4
L7.0
WATER FEATURE1,2
L7.0
CONCRETE PADS3
L7.0
TIMBER STEPS6
L7.0
PATH OF CRUSHED ROCK - LESS THAN 4' WIDE.
STEEL VEGETABLE PLANTER7
L7.0
ORCHARD AREA OF FRUIT TREES AND WALK-ON BARK
RETAINING WALLS AND DRIVEWAY PREVIOUSLY APPROVED - NOT PART OF LANDSCAPE SCREENING REVIEW.
CONCRETE CURB WALL8
L7.0
HYDRO PAVERS 4" X8" PERMEABLE PAVERS IN DARK GREY 003 COLOR
4, 8
L7.0
PATH OF CRUSHED ROCK - LESS THAN 4' WIDE.
4
L7.0
CONCRETE CURB
LANDSCAPE SET NOTE:
THIS LANDSCAPE PACKAGE IS SUBMITTED POST INITIATION OF CONSTRUCTION PERFORMED UNDER THE PREVIOUSLY APPROVED PLANNING AND BUILDING PERMITS.
ORIGINAL ARCHITECTURAL PLANS SUBMITTED BY SWATT-MIERS ARCHITECTS, IN TANDEM WITH CIVIL PLANS, STRUCTURAL PLANS, AND GEOTECHNICAL REPORT BY OTHERS.
PLEASE REFER TO THESE DOCUMENT SETS FOR FURTHER REFERENCE REGARDING EXISITNG & PROPOSED GRADING, DRAINAGE AND HARDSCAPE DATA.
PROJECT TEAM LEAD:
SWATT-MIERS ARCHITECTS5845 DOYLE AVE, SUITE 104EMERYVILLE CA 94608PHONE (510) 985-9779FAX (510) 985-0116
CONTACT:TRICIA [email protected]
SYNTH LAWN
22' WIDE LAWN AREA FITS MAX 6' COMBINED CUT AND FILL : 60 CU YDS CUT/60 CU YDS FILL
BOARD FORMED CONCRETE RET WALLS9
L7.0
CONCRETE CURB STEPS5
L7.0
SYNTHETIC LAWN
A/C UNITS
SYNTHETIC LAWN
1
1
1
1
NEW 6' TALL WOOD AND WIRE DEER FENCE - 2X4 GALV WW MESH ON 2X4 PT RAILS W/ 4X4 PTDF POSTS STAINED DARK BRWN/BLACK
EXISTING FENCE TO BE REMOVED
1
1
NEW 6' TALL WOOD AND WIRE DEER FENCE - 2X4 GALV WW MESH ON 2X4 PT RAILS W/ 4X4 PTDF POSTS STAINED DARK BRWN/BLACK
60 CU YDS CUT/ 60 CU YDS FILL- AS NEEDED TO LEVEL AREA
WITH 2% CROSS SLOPE
11
CUT AND FILL QUANTITIES
CUT 120 CU YDS
FILL 120 CU YDS
OFF-HAUL 0 CU YDS
STATEMENT OF COMPLIANCE - MWELO
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.
1
1
EXISTING WALL TO REMAIN
Revisions Date
Date:
Jobnumber:
Issue date:
Drawn by:
Sheet
of
©2021. All ideas, concepts, drawings and written material appearing herein constitute the original and unpublished work of huettl landscape architecture and the same may not be duplicated, used or disclosed without the written consent of the designer.
huettllandscape architecture
1900 Olympic Blvd., Suite 104Walnut Creek, CA 94596
(T) 925.937.6400(F) 925.937.6401
www.huettldesign.com
THE
SA
NA
RES
IDE
NC
ELA
ND
SC
AP
E S
CR
EE
ING
2484
0 Su
mm
erhi
ll Av
enue
Lo
s Al
tos
Hills
, CA
9402
4
Landscape
SITE PLAN
L1.1
0 4 8 16 32
Scale: 1" = 16' - 0"
03/29/2021
cH JH
LANDSCAPE SCREENINGSUBMITTAL 12/28/200
1LANDSCAPE SCREENINGRESUBMITTAL 03/29/21
N
SW
E
RENEWAL 10-31-21
L
J
ICEN
SED
LANDSC APE ARCHITE
CT
OSEPH A. HUETTL #4173
STATE OF CALIFORNIA
EB
10'-0"10'-0"
27'-6"
10'-0"
P.U.E. AND S.S.E.
330
330
330
320
320
310
370
370
370
360
360
360
350
350
350
340
340
340
320
320
310
310
310
300
300
300
290
290
290
280
280
280
270 270
270
270
FDC
EB
chan
ged
to2x
4
UP
DOWN
DOWN
36"
RA
NG
E
30"
WA
LL
OV
EN
/ W
AR
MIN
G
DW
R/M
W
W/D
24"
DW
58"
SIN
K36
" FR
Z
TV
TV
36"
REF
AP
PL
GA
RA
GE
rat s
lab
KIN
G
KIN
G
UP
RD
01
RD
02O
D02
RD
03
RD
04
RD
05
RD
06
RD
07
RD
08
RD
09
RD
10
RD
11
RD
12
RD
13
RD
14
277.5
+344
10'-0"
P.U.E. AND S.S.E.
KIN
G
QU
EE
NQ
UE
EN
BE
DR
OO
M 2
12'-6
" X
12'
-0"
BAT
H 2
6'-0
" X
8'-6
"
DOWN
338'
-7"
UP
PER
LE
VEL
FIN
FLR
336'
-2"
LAN
DIN
GFI
N F
LR
331'
-4 1
/2"
LAN
DIN
GFI
N F
LR
MS
TR.
CLS
T.12
'-0"
X 7
'-0"
MA
STE
RSU
ITE
19'-0
" X
27'
-8"
MA
STE
RB
ATH
12'-0
" X
15'
-8"
BE
DR
OO
M 1
12'-6
" X
12'
-0"
BAT
H 1
6'-0
" X
8'-6
"
(3) C
AR
GA
RA
GE
30'-0
" X
20'
-0"
333'
-11"
GA
RA
GE
LEV
ELFI
N F
LR
HA
LL 2
UP
333'
-11"
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OP
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8" RWD7" RWD
9" RWD12" RWD
7"15" RWD10" RWD
11" RWD
9" PINE
10" RWD
6" OAK
22" RWD
M FRUIT
M FRUIT
M FRUIT
M FRUIT
7" OAK
M FRUIT
12" OAK
40" EUC
28" EUC
34" EUC22" EUC 26" EUC
30" EUC
26" EUC
24" EUC (3)10" EUC
14" EUC
16"18"22" EUC 16" EUC
26" EUC
12"30" EUC
20" EUC
8" PALM
13" OAK
10"12" PEPPER
12"12" OAK
11" EUC
9"12"14" OAK
9" OAK
36" OAK
10" OAK
10" OAK
6"9" OAKM TREE
8" OAK
8" OAK
6"12" OAK
11"12"13" OAK
WELO STATEMENT OF COMPLIANCE:
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
IRRIGATION SCHEDULING PER ORDINANCE SECTION 10-2.809(l) SHALL BE DEVELOPED BY THE LANDSCAPE CONTRACTOR AND SUBMITED WITH THE CERTIFICATE OF COMPLETION (SEE L3.1—APPENDIX D OF THE "LANDSCAPE DESIGN GUIDELINES AND PLAN SUBMITTAL REQUIREMENTS" PLANNING REFERENCE DOCUMENT.)
THE IRRIGATION SCHEDULE SHALL BE REGULATED BY AUTOMATIC IRRIGATION CONTROLLER(S) USING CURRENT REFERENCE EVAPO-TRANSPIRATION (ETo) DATA. (ETo VALUE IS 43.0 IN LOS ALTOS HILLS, PER THE TOWN OF LOSAH JURISDICTION.) EMISSION DEVICE AND FLOW RATE SHALL ALSO BE CONSIDERED.
APPLIED WATER MUST MEET THE ESTIMATED TOTAL WATER USE (ETWU) PER HYDROZONE—SEE SHEET 3.2 WATER USE WORKSHEET FOR ZONE VALUES.
THE ANNUAL ETWU SHALL BE LESS THAN OR EQUAL TO THE ANNUAL PARCEL WATER BUDGET (PWB).
PARAMETERS FOR SETTING CONTROLLER(S) SHALL BE BASED UPON EACH OF THE FOLLOWING:
1. PLANT ESTABLISHMENT PERIOD;2. ESTABLISHED LANDSCAPE;
THERE ARE NO TEMPORARILY IRRIGATED ZONES IN THIS PROJECT.
THE IRRIGATION SCHEDULE FOR EACH VALVE SHALL BE DETERMINED BASED UPON COLLECTIVE DATA FOR EACH HYDROZONE BASED UPON THE FOLLOWING FACTORS, WHERE APPLICABLE: 1. IRRIGATION INTERVAL
2. RUN TIMES 3. NUMBER OF CYCLE STARTS REQUIRED TO AVOID RUNOFF 4. MONTHLY AMOUNT OF APPLIED WATER 5. APPLICATION RATE 6. ROOT DEPTH 7. PLANT TYPE 8. SOIL TYPE 9. SLOPE FACTOR10. SHADE FACTOR11. IRRIGATION UNIFORMITY OR EFFICIENCY
IRRIGATION AND LANDSCAPE MAINTENANCE SCHEDULE, PER ORDINANCE SECTION 10-2.809(m) SHALL BE DEVELOPED BY THE LANDSCAPE CONTRACTOR AND SUBMITED WITH THE CERTIFICATE OF COMPLETION (SEE L3.1—APPENDIX D).
A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT BE LIMITED TO:
A) ROUTINE INSPECTION; AUDITING, ADJUSTMENT AND REPAIR OF THE IRRIGATION SYSTEM AND ITS COMPONENTS; AERATING AND DETHATCHING TURF AREAS; TOPDRESSING WITH COMPOST, REPLENISHING MULCH; FERTILIZING; PRUNING; WEEDING IN ALL LANDSCAPE AREAS, AND REMOVING AND OBSTRUCTIONS TO EMISSION DEVICES. OPERATION OF THE IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING AND SYSTEM MAINTENANCE;
B) REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY INSTALLED COMPONENTS OR THEIR EQUIVALENTS OR WITH COMPONENTS WITH GREATER EFFICIENCY.
FEBCO 825Y 1" BACKFLOW PREVENTER
1" BRASS GATE VALVE, BELOW GRADE IN ROUND BO
IRRIGATION LEGEND
POC—POINT OF CONNECTION
1" IRRIGATION SUBMETER: NETAFIM 3/4” ‘M’ WATER METER, MODEL NO. 36M201T.1
SM
HUNTER AUTOMATIC FLUSH VALVE W/ 17 MM BARB CONNECTION (FOR DRIPLINES), MODEL AFV-B:
PRESSURE REGULATOR
(E) WATER METERWM
MV
P
IRRIGATION LATERAL LINE 1-1/4" SCH 40 PVC
REMOTE CONTROL VALVE - HUNTER PGV 101G - PROVIDE Y-FILTER AND PRESS. REDUCER AFTER VALVE FOR DRIP ZONES. VALVES TO BE SET IN GROUND VALVE BOXES - MAX 2 VALVES PER BOX.
4" PVC PIPE SLEEVE
IRRIGATION MAIN LINE 1-1/2" SCH 40 PVC
IRRIGATION DRIPLINE 1/2" POLY. 1/4" NETAFIM DISTRIBUTION TUBING AS NECESSARY WITH HUNTER HE-20-B 2GPH EMITTERS - 1 PER 4" PLANTS; 2 PER 1GAL AND 5 GAL PLANTS; 4 PER 15 GAL.; 6 PER 24" BOX. STAKE AS NEEDED WITH STEEL JUTE STAPLES.
QUADRA BUBBLER QB2 BLACK 5.3GPH/OUTLET-JAIN QB-2 5633 T
HOSE BIB
RAINBIRD XFS-CV-06 IN LINE SUBSURFACE DRIP SYSTEM. 0.6 GPH EMITTERS. 12" SPACING FOR LAWN, 18" SPACING FOR PLANTED AREAS. FOLLOW MANUFACTURER INSTRUCTIONS.
C
RAINBIRD R-VAN24: 45-270 ADJUSTABLE ROTARY NOZZLE24
IRRIGATION CONTROLLER: HUNTER HPC MODULAR CONTROLLER WITH 3 PCM-300 EXPANSION MODULES. LOCATION TBD.
FS FLOW SENSOR: HUNTER HC FLOW METER
MASTER VALVE
TYPICAL IRRIGATION POC & COMPONENT SEQUENCE DIAGRAM
WM
WATERMETER
POC(@WM/Service
Line)
MANUALSHUTOFF
VALVE
SM
BFP
P
PRESSUREREGULATOR
IRRIGATIONSUBMETER
FS
FLOWSENSOR
SUBSURFACE
IRRIGATION ZONE INFORMATION TABLE
ZONE/ VALVE NO.
VALVE TYPE
FLOW RATE (GPM)
APPLICATION RATE(IN/HR)
OPERATING PRESSURE (PSI)
1 7.5 252 8.8 253 DRIP 8.5 N/A 254 DRIP 9.5 N/A 255 6.5 N/A 25DRIP
10.3 N/ADRIP
69.3 N/A
25257
DRIP 8.1 N/A 2586.8 N/A 25DRIP95.8 N/A 25
25N/ABUBBLERS
104.7
25N/A11
6.612
DRIP
DRIP
BUBBLERSBUBBLERS
N/A0.43
IRRIGATION NOTES
PIPES:PIPE SCHEDULE AS INDICATED ON DETAILS OR LEGEND. CONTRACTOR TO BE
RESPONSIBLE FOR HYDROSTATIC PIPE LAYOUT. FOLLOWING PIPE SIZES FOR
MAXIMUM GPM (VELOCITY MAX. 5FEET/SEC.) ARE TO BE CONSIDERED.
SCHEDULE 80 PVC: 3 GPM-1/2",6 GPM-3/4", 11 GPM-1", 20 GPM-1 1/4", 26 GPM-1
1/2", SCHEDULE 40 PVC: 4 GPM-1/2", 8 GPM-3/4", 12 GPM-1", 22 GPM-1 1/4", 30
GPM-1 1/2", CLASS 200 PVC: 6 GPM-1/2", 10 GPM-3/4", 16 GPM-1", 26 GPM- 1 1/4",
35 GPM- 1 1/2".
DRIP IRRIGATION:• 1/2" DRIP IRRIGATION LINES SHOWN; 1/4" TUBING NOT SHOWN.
• ALL 1/2" DRIP TUBING SHALL BE TERMINATED W/ AN AUTOMATIC FLUSH VALVE,
AS SHOWN ON PLAN
IRRIGATION METERS:• (E) METER, 1” METER, 20 GPM MAX FLOW.
• PROVIDE SEPARATE IRRIGATION METER.
• IRRIGATION WATER TO BE POTABLE WATER FROM CALIFORNIA WATER
SERVICE.
• DESIGN PRESSURE 25 PSI
• STATIC PRESSURE APPROX 119 PSI AT HYDRANT NEXT TO WATER METER PER
CALIFORNIA WATER SERVICE; APPROX 85 PSI AT POC AT SERVICE LINE FROM
HOUSE
5
L3.1REMOTE
CONTROL VALVE
1
1
1
1
1
1
PIPES:
PIPE SCHEDULE AS INDICATED ON DETAILS OR LEGEND. CONTRACTOR TO BE RESPONSIBLE FOR HYDROSTATIC PIPE LAYOUT. FOLLOWING PIPE SIZES FOR MAXIMUM GPM (VELOCITY MAX. 5FEET/SEC.) ARE TO BE CONSIDERED. SCHEDULE 80 PVC: 3 GPM-1/2",6 GPM-3/4", 11 GPM-1", 20 GPM-1 1/4", 26 GPM-1 1/2", SCHEDULE 40 PVC: 4 GPM-1/2", 8 GPM-3/4", 12 GPM-1", 22 GPM-1 1/4", 30 GPM-1 1/2", CLASS 200 PVC: 6 GPM-1/2", 10 GPM-3/4", 16 GPM-1", 26 GPM- 1 1/4", 35 GPM- 1 1/2"
SECTION 02441
GUARANTEE FOR: Landscape Irrigation System under Section 02441.
We hereby guarantee that the Landscape Irrigation System which we have provided at (NAME AND ADDRESS OF PROJECT) has been completed in accordance with the requirements of Specification SECTION 02441 and the Contract Documents.
We agree to repair or replace our Work, together with adjac.ent Work which may be displaced by so doing, that may prove to be defective in its workmanship or material within a period of 12 months from date of Final Acceptance of the Work of this Section by the Owner. We also agree to repair damages resulting from such defects, without expense to the Owner, with the exception of ordinary wear and tear, abuse, or neglect. This includes damage to any site improvements caused by settlement of improperly compacted trench backfill.
The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating conditions. This shall not relieve the Contractor of his responsibilities under this Guarantee.
In the event of our failure to comply with these conditions within 30 days after being notified in writing by the Owner, we collectively or separately do hereby authorize the Owner to proceed in having such defective Work repaired and made good at our expense; we will honor and pay the costs and charges therefore upon demand
Date of Final Acceptance:___________________________
Signed______________________________ Date:_______________________ Subcontractor's Name
______________________________ ____________________________Address License Number
______________________________ City/State/Zip Code - OR -
Signed ______________________________ Date:_____________________ Contractor's Name
______________________________ _________________________Address License Number
______________________________City/State/Zip Code
NOTES
PIPES:PIPE SCHEDULE AS INDICATED ON DETAILS OR LEGEND. CONTRACTOR TO BE RESPONSIBLE FOR HYDROSTATIC PIPE LAYOUT. FOLLOWING PIPE SIZES FOR MAXIMUM GPM (VELOCITY MAX. 5FEET/SEC.) ARE TO BE CONSIDERED. SCHEDULE 80 PVC: 3 GPM-1/2",6 GPM-3/4", 11 GPM-1", 20 GPM-1 1/4", 26 GPM-1 1/2", SCHEDULE 40 PVC: 4 GPM-1/2", 8 GPM-3/4", 12 GPM-1", 22 GPM-1 1/4", 30 GPM-1 1/2", CLASS 200 PVC: 6 GPM-1/2", 10 GPM-3/4", 16 GPM-1", 26 GPM- 1 1/4", 35 GPM- 1 1/2".
RECYCLED WATER: MARIN MUNICIPAL WATER DISTRICT (MMWD) WILL DETERMINE IF RECYCLED WATER IS REQUIRED.
HIGH FLOW SENSORS: HIGH-FLOW SENSOR(S) THAT CAN DETECT HIGH-FLOW CONDITIONS AND HAVE THE CAPABILITY TO SHUT OFF THE IRRIGATION SYSTEM ARE REQUIRED FOR ALL LANDSCAPES OF 5000 SQUARE FEET OR LARGER, PER MMWD, ORD 430.
CHECK VALVES: CHECK VALVES SHALL BE INSTALLED TO PREVENT LOW-HEAD DRAINAGE, PER MMWD, ORD 430.
8.1 gpm8
DRIP
4.7 gpm11
BUBBLER5.8 gpm
10
BUBBLER9.3 gpm
7
DRIP10.3 gpm
6
DRIP
6.5 gpm5
DRIP9.5 gpm
4
DRIP
7.5 gpm1
SUBDRIP8.8 gpm
2
DRIP8.5 gpm
3
DRIP
6.8 gpm9
DRIP
P
MVSM
FS
BACKFLOWPREVENTION DEVICE
3L3.1
2" SERVICE LINE POC
BRASS GATE VALVE6
L3.1
2
3
1
4
5
6
6
5
13
8
8
8
8
8
10
7
7
7
7
11
11
11
12
10
14
4
12
12
12 12
12
6.6 gpm12
BUBBLER
Revisions Date
Date:
Jobnumber:
Issue date:
Drawn by:
Sheet
of
©2021. All ideas, concepts, drawings and written material appearing herein constitute the original and unpublished work of huettl landscape architecture and the same may not be duplicated, used or disclosed without the written consent of the designer.
huettllandscape architecture
1900 Olympic Blvd., Suite 104Walnut Creek, CA 94596
(T) 925.937.6400(F) 925.937.6401
www.huettldesign.com
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IRRIGATION PLAN
L3.0
0 4 8 16 32
Scale: 1" = 16' - 0"
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LANDSC APE ARCHITE
CT
OSEPH A. HUETTL #4173
STATE OF CALIFORNIA
PROFILE
IRRIGATION HEAD DETAILN.T.S.2
FINISH GRADEEDGE OF PAVEMENT, BACK OF CURB, FENCE OR WALL. BUBBLER SHALL BE INSTALLED WITHIN PLANT BASIN.
6" MIN.
SCH. 40 PVC LATERAL
SCH. 80 PVC NIPPLE
PLANTRIPLE SWING JOINT
ASSEMBLY WITH FEMALETHREADS AT EA. END
SCH. 80 PVC NIPPLE
SCH. 40 PVC TEE (SST) SCH. 40 PVC LATERAL
SCH. 80 PVC NIPPLESCH. 40 PVC 90° ELL
POP-UP SPRAY HEAD. SET TOP OF HEAD FLUSH TO FINISH GRADE. FOR FIXED RISER APPLICATIONS, SET RISER HEIGHT AT 12" TO 18" ABOVE GRADE
LOCATE IRRIGATION EMITTERS/BUBBLERS ON THE UPHILL SIDE OF ROOTBALL; SET BUBBLERS ADJACENT TO ROOTBALL.
IRRIGATION PLACEMENT DETAILN.T.S.4
PLAN
12" M
IN.
SCH. 80 PVC NIPPLE (TYP.)PVC MAIN LINE
SCH 40 PVC LATERAL
#18 CONTROL WIRES W/WATERPROOF CONNECTORS
PVC MAIN LINE
SCH. 80 PVC NIPPLE (TYP.)
2"MIN
.
FINISHGRADE
10" X15" X10" PLASTIC VALVE BOX:NDS OR CARSON.
MAXIMUM 2 VALVES PER BOX.
2" MIN.-6" MAX CLEARANCE
ALL CONTROL WIRES LOOPED UP A MINIMUM OF 2 FEET INTO EACH BOXFLUSH WITH FINISH GRADE .
SECTION
GATE VALVE, TYP. (FOR SIZES 3/4" TO 2 1/2") N.T.S.6
FLUSH W/ FIN. GRADE OFSURFACE MATERIAL. FLUSH
W/SOIL IN TURF AREA.
6” NDS OR CARSON PLASTIC VALVE BOX
LINE SIZE BRASS GATE VALVE, NIBCO OR EQ.
SCH 40 PVC MAINLINE
FLOW TO RCVS
SCH 80 PVC MALE ADAPTERS
30" Max12" Min
(Refer to Local Codes)
GALV UNION
1” FEBCO 825Y RP BACKFLOW PREVENTER
GALV PIPE
GALVANIZED 90 GALVANIZED 90
GALV PIPE
GALVANIZED 90'S AND NIPPLES TO FIT
PROVIDE CONCRETE THRUST BLOCKS AT 90S
FEBCO MODEL 825Y BACKFLOW PREVENTERN.T.S.3
REMOTE CONTROL VALVE, TYP.N.T.S.5
DRIP INSTALLATION (TYP.)Scale: 1/8" = 1'-0"1
1/2" DIA POLY DRIP LINE - BURY 1" TO3" BELOW GRADE
1/4” BARBED CONNECTOR. PUNCHINTO SIDE OF TUBING WITH PROPER
SIZED PUNCH TOOL. AVOIDPUNCHING VERTICALLY INTO
TUBING IF POSSIBLE.
1/4” POLY DISTRIBUTOR TUBING - 4'MAX RUN.
STEEL JUTE STAPLES TO SECUREDISTRIBUTOR TUBING TO PLANTLOCATIONS. STAKE AS NEEDED.
HUNTER HE-20-B 2GPH EMITTERS - 1PER 4" PLANTS; 2 PER 1GAL AND 5GAL PLANTS; 4 PER 15 GAL.; 6 PER
24" BOX.
MULCH LAYER TO COVERDISTRIBUTOR TUBING
IRRIGATION NOTES:
VALVE LOCATIONS ARE SCHEMATIC. ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD BY CONTRACTOR AND APPROVED BY LANDSCAPE ARCHITECT.
ALL VALVES TO BE DOWNSTREAM FROM FEBCO 825Y BACKFLOW PREVENTER OR APPROVED EQUAL. MANUAL SHUT OFF VALVES ARE TO BE LOCATED BEFORE EACH VALVE GROUPING. VALVES TO BE LOCATED IN VALVE BOXES (MAX 2 PER BOX) .
BACKFLOW PREVENTION DEVICE MUST BE INSTALLED AS REQUIRED BY THE CALIFORNIA PLUMBING CODE.
OUTDOOR WATER USE PER CGBSC 4.304.1
WHEN PROVIDED BY THE BUILDER PRIOR TO FINAL INSPECTION, AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING SHALL BE:1. WEATHER-BASED OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE,2. WEATHER-BASED CONTROLLERS, WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATIONS SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL, SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE A RAIN SENSOR INPUT.
Revisions Date
Date:
Jobnumber:
Issue date:
Drawn by:
Sheet
of
©2021. All ideas, concepts, drawings and written material appearing herein constitute the original and unpublished work of huettl landscape architecture and the same may not be duplicated, used or disclosed without the written consent of the designer.
huettllandscape architecture
1900 Olympic Blvd., Suite 104Walnut Creek, CA 94596
(T) 925.937.6400(F) 925.937.6401
www.huettldesign.com
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IRRIGATIONDETAILS
L3.1
APPENDIX D
CERTIFICATE OF COMPLETION This certificate is filled out by the project applicant upon completion of the landscape project.
PART 1. PROJECT INFORMATION SHEET
Project Address _____________________________________________________________________
Project File # _____________________________________ Date _____________________________
Name of Applicant Applicant Address City
State Zip Code
Phone
Name of Property Owner Owner Address City
State Zip Code
Phone
“I/we certify that I/we have received copies of all the documents within the Landscape Documentation Package and the Certificate of Completion and that it is our responsibility to see that the project is maintained in accordance with the Landscape and Irrigation Maintenance Schedule.”
___________________________________________________________________________________________________ Property Owner Signature Date Please answer the questions below:
1. Date the Landscape Documentation Package was submitted to the local agency:
__________________
2. Date the Landscape Documentation Package was approved by the local agency:
__________________
3. Date that a copy of the Water Efficient Landscape Worksheet (including the Water Budget
Calculation) was submitted to the local water purveyor: ________________
PART 2. CERTIFICATION OF INSTALLATION ACCORDING TO THE LANDSCAPE
DOCUMENTATION PACKAGE
“I/we certify that based upon periodic site observations, the work has been completed in accordance with the ordinance and that the landscape planting and irrigation installation conform to the criteria and specifications of the approved Landscape Documentation Package.” Signature*__________________________________________________ Date ________________________ *Signer of the landscape design plan, signer of the irrigation plan, or a licensed landscape contractor. Name (print) Title
License or Certification No.
Company Street Address City
State Zip Code
E-mail Phone
PART 3. IRRIGATION SCHEDULING Attach parameters for setting the irrigation schedule on controller per ordinance Section 10-2.809(l) PART 4. SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE Attach schedule of Landscape and Irrigation Maintenance per ordinance Section 10-2.809(m) PART 5. LANDSCAPE IRRIGATION AUDIT REPORT Attach Landscape Irrigation Audit Report per ordinance Section 10-2.809(n) PART 6. SOIL MANAGEMENT REPORT Attach soil analysis report, if not previously submitted with the Landscape Documentation Package per ordinance Section 10-2.809(e) Attach documentation verifying implementation of recommendations from soils analysis report per ordinance Section 10-2.809(k)
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LANDSC APE ARCHITE
CT
OSEPH A. HUETTL #4173
STATE OF CALIFORNIA
EB
10'-0"10'-0"
27'-6"
10'-0"
P.U.E. AND S.S.E.
330
330
330
320
320
310
370
370
370
360
360
360
350
350
350
340
340
340
320
320
310
310
310
300
300
300
290
290
290
280
280
280
270 270
270
270
FDC
EB
chan
ged
to2x
4
UP
DOWN
DOWN
36"
RA
NG
E
30"
WA
LL
OV
EN
/ W
AR
MIN
G
DW
R/M
W
W/D
24"
DW
58"
SIN
K36
" FR
Z
TV
TV
36"
REF
AP
PL
GA
RA
GE
rat s
lab
KIN
G
KIN
G
UP
RD
01
RD
02O
D02
RD
03
RD
04
RD
05
RD
06
RD
07
RD
08
RD
09
RD
10
RD
11
RD
12
RD
13
RD
14
277.5
+344
10'-0"
P.U.E. AND S.S.E.
KIN
G
QU
EE
NQ
UE
EN
BE
DR
OO
M 2
12'-6
" X
12'
-0"
BAT
H 2
6'-0
" X
8'-6
"
DOWN
338'
-7"
UP
PER
LE
VEL
FIN
FLR
336'
-2"
LAN
DIN
GFI
N F
LR
331'
-4 1
/2"
LAN
DIN
GFI
N F
LR
MS
TR.
CLS
T.12
'-0"
X 7
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MA
STE
RSU
ITE
19'-0
" X
27'
-8"
MA
STE
RB
ATH
12'-0
" X
15'
-8"
BE
DR
OO
M 1
12'-6
" X
12'
-0"
BAT
H 1
6'-0
" X
8'-6
"
(3) C
AR
GA
RA
GE
30'-0
" X
20'
-0"
333'
-11"
GA
RA
GE
LEV
ELFI
N F
LR
HA
LL 2
UP
333'
-11"
PR
OP
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GA
RA
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F.F
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OP
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12'X35'
Qs
Qs
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WATER EFFICIENT LANDSCAPE WORKSHEET
Prepared by: Huettl Landscape Architecture 1900 Olympic Boulevard, Suite 104, Walnut Creek, CA 94596 Tel: (925) 937-6400
Regular Landscape Areas (RLA)Zone # Use Description Water Use
Plant Factor (PF)
Irrigation Method
Irrigation Efficiency (IE)
ETAF (PF/IE)
Landscape Area (LA) [Sq. Ft.] ETAF x LA
RLA ETWU Annual Gallons Required
1 PLANTING LOW 0.2 SUBSURFACE 0.81 0.25 1,560 385.2 10,269 2 PLANTING LOW 0.2 DRIP 0.81 0.25 1,394 344.2 9,176 3 PLANTING LOW 0.2 DRIP 0.81 0.25 1,440 355.6 9,479 4 PLANTING LOW 0.2 DRIP 0.81 0.25 1,491 368.1 9,815 5 PLANTING MEDIUM 0.5 DRIP 0.81 0.62 1,027 634.0 16,901 6 PLANTING LOW 0.2 DRIP 0.81 0.25 1,532 378.3 10,085 7 PLANTING LOW 0.2 DRIP 0.81 0.25 1,374 339.3 9,045 8 PLANTING MEDIUM 0.5 DRIP 0.81 0.62 838 517.3 13,791 9 PLANTING LOW 0.2 DRIP 0.81 0.25 998 246.4 6,570
10 See SLA MEDIUM 0.5 BUBBLER 0.81 0.62 See SLA See SLA See SLA11 PLANTING LOW 0.2 BUBBLER 0.81 0.25 170 42.0 1,119 12 PLANTING LOW 0.2 BUBBLER 0.81 0.25 254 62.7 1,672 13 POOL/SPA1 HIGH N/A N/A N/A 1.00 525 525.0 1399714 WATER FEATURE HGH N/A N/A N/A 1.00 5 5.0 133
RLA TOTALS 0.34 (A) 12,078 (B) 3,673 111,918
Special Landscape Areas (SLA)Zone # Use Description Water Use ETAF
Landscape Area (LA) [Sq. Ft.] ETAF x Area SLA ETWU
10 ORCHARD Medium 0.62 226 140 3,736 SLA TOTALS (C) 226 (D) 140 3,736
111,918 150
448,909.93
Reference Eto: 43.0 WATER USE PLAN: PASSPASS: ETWU≤PWB
ETAF CALCULATIONS NOTE:
Regular Landscape AreasTotal ETAF x Area (B)Total Area (A)
Average ETAF (B)/(A) ETAF OK
Average ETAF (B)/(A)
ALL Landscape Areas
Sitewide ETAF (B)+(D)/(A)+(C)
Sitewide ETAF (B)+(D)/(A)+(C)
FOOTNOTES:1 Surface area included as high water use and calculated as 100% of Eto (=1.0) per square foot of surface area
≤0.55 for residential areas; ≤0.45 for non-residential areas
ETAF OK
N/A
RESIDENTIAL
2 LANDSCAPE PWB (ANNUAL GALLONS ALLOWED) = ((1-0.30)*(0.8)*(43.0)*(0.62)*(0.55*(61,985-7,500)+(0.45*226)) PER APPENDIX C WORKSHEET
Project Name: The Sana House 24840 Summerhill Ave., Los Altos Hills 94022
12,078
0.30
3,813
N/A
ETWU—ANNUAL GALLONS REQUIRED
Los Altos Hills, CA
3,673
Total Area (A) + (C ) 12,304
0.31
RESIDENTIAL
NON-RESIDENTIAL
NON-RESIDENTIAL
ETWU—ANNUAL UNITS REQUIREDLANDSCAPE PARCEL WATER BUDGET—ANNUAL GALLONS ALLOWED W/ USE OF LANDSCAPE IRRIGATION METER2
Average ETAF for Regular Landscape Areas must be:
Total ETAF x Area (B) + (D)
STATEMENT OF COMPLIANCE - MWELO
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.
ZONE 10SLAMED
226 FT2
MEDIUM 226SLA
WATER USE
MEDIUM
WATER USE ZONES
1,865
10,213
HIGH 530
TOTAL 12,834
AREA FT2
LOW
USE TYPE
PLANTING
POOL/SPA/WATER FEATURE
PLANTING
GRAPHIC LEGEND
HYDROZONE INFORMATION TABLE
HYDROZONE NO. WATER USE
1 LOW2
LOW3 LOW4567891011
HIGH12
HIGH13
PLANTING AREA
PLANTING AREA
PLANTING AREA
PLANTING AREA
PLANTING AREAPLANTING AREAPLANTING AREASLA/ ORCHARD
PLANTING AREAPOOL/SPAWATER FEATURE
MEDIUM
MEDIUMLOW
LOWLOW
HYDROZONE DESCRIPTION
PLANTING AREA
PLANTING AREA
MEDIUM
LOW
LOW
14
LOWPLANTING AREA
ZONE 13POOL/SPA
HIGH525 FT2
ZONE 7LOW
1,374 FT2
ZONE 8MED
838 FT2 xx
ZONE 4 LOW
1,491 FT2
ZONE 3LOW
1,440 FT2
ZONE 1LOW
1,560 FT2
ZONE 2LOW
1,394 FT2
ZONE 9LOW
998 FT2
ZONE 6LOW
1,532 FT2
ZONE 5MED
1,027 FT2
ZONE 11LOW
170 FT2
ZONE 14WATER FEATURE
HIGH5 FT2
WATER EFFICIENT LANDSCAPING INFORMATION
WATER PURVEYOR CALIFORNIA WATER SERVICE
TOTAL LOT SIZE (SQ. FT.) 61,985TOTAL LANDSCAPE AREA (SQ. FT.) 15,342TOTAL TURF AREA (SQ. FT.) 2,234
CURRENT WATER RATES (MONTHLY)(Quantity Rate Unit: 1 UNIT = 100 FT3 = 748 GAL)
ESTIMATED ANNUAL WATER BILL FOR THIS PLAN @ 21.58 UNTS/MO. $1,886.59
ANNUALLYMONTHLYCOSTPER UNIT
LANDSCAPE ETWU ANNUALLY (GALLONS & UNITS) 177,081 GALLONS
PER METER SERVICE CHARGE, 1" METER $557.28$46.44N/A
TIER 1—1-10 CCF)TIER 2—11 TO 27 CCF)TIER 3—OVER 27 CCF)
$653.184$676.122$---
$54.432 $56.344$---
$5.4432 $5.7907$6.9488
236.74 UNITS
STATIC PRESSURE @ WATER METER POC 119 PSI
UNITS/MO
109.73
LANDSCAPE ETWU MONTHLY (GALLONS & UNITS) 14,756.75 GALLONS 19.73 UNITS
--- 7
6
5
8
8
8
10
7
7
7
7
12
11
5
10
2 2
12
12
12
12
12
12
12
12
11
11
11
11
11
ZONE 12LOW
254 FT2
1
1
11
1
1
8" RWD7" RWD
9" RWD12" RWD
7"15" RWD10" RWD
11" RWD
9" PINE
10" RWD
6" OAK
22" RWD
M FRUIT
M FRUIT
M FRUIT
M FRUIT
7" OAK
M FRUIT
12" OAK
40" EUC
28" EUC
34" EUC22" EUC 26" EUC
30" EUC
26" EUC
24" EUC (3)10" EUC
14" EUC
16"18"22" EUC 16" EUC
26" EUC
12"30" EUC
20" EUC
8" PALM
13" OAK
10"12" PEPPER
12"12" OAK
11" EUC
9"12"14" OAK
9" OAK
36" OAK
10" OAK
10" OAK
6"9" OAKM TREE
8" OAK
8" OAK
6"12" OAK
11"12"13" OAK
Revisions Date
Date:
Jobnumber:
Issue date:
Drawn by:
Sheet
of
©2021. All ideas, concepts, drawings and written material appearing herein constitute the original and unpublished work of huettl landscape architecture and the same may not be duplicated, used or disclosed without the written consent of the designer.
huettllandscape architecture
1900 Olympic Blvd., Suite 104Walnut Creek, CA 94596
(T) 925.937.6400(F) 925.937.6401
www.huettldesign.com
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Scale: 1" = 16' - 0"
03/29/2021
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LANDSCAPE SCREENINGSUBMITTAL 12/28/200
1LANDSCAPE SCREENINGRESUBMITTAL 03/29/21
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LANDSC APE ARCHITE
CT
OSEPH A. HUETTL #4173
STATE OF CALIFORNIA
EB
10'-0"10'-0"
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LANDSCAPING NOTES:
GENERAL:PLANTING SHALL BE DONE BY A LICENSED LANDSCAPE CONTRACTOR AND EXPERIENCED WORKMEN.
SUPERVISION:THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNINGCONSTRUCTION.DISCREPANCIES OR OTHER PROBLEMS SHALL BE RESOLVED AT THIS TIME. .PLANTS, PLANT LOCATIONS, AND GRADING SHALL BE APPROVED PRIOR TO PLANT INSTALLATION.
GUARANTEE AND MAINTENANCE:TREES OF 15 GALLON CAN SIZE OR LARGER SHALL BE IN THRIVING CONDITION 1 YEAR FROM THE DATE OF FINAL COMPLETION, PLANTS OF 5 GAL SIZE OR LESS ARE TO BE GUARANTEED FOR 4 MONTHS FROM DATE OF COMPLETION.
GRADING AND TOPSOIL:RIP EXISTING SOIL TO A DEPTH OF 4" PRIOR TO SPREADING TOPSOIL OR FILL. IF NO TOPSOIL IS ADDED, SPREAD 2" SOIL AMENDMENT (50% NITRIFIED REDWOOD/50% ORGANIC COMPOST OR APPROVED EQUAL) ON ALL PLANTING AREAS AND ROTOTILL TO A DEPTH OF 6" MIN. AVOID TILLING IN AREAS OF SHALLOW ROOTS OF TREES TO BE SAVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING AND ALL PLANTING AREA SURFACE DRAINAGE. DRAIN TO PAVING - C. B. ETC. NO LOW SPOTS THAT HOLD STANDING WATER WILL BE ACCEPTED UPON COMPLETION OF THE WORK.
TREE AND SHRUB PLANTING:PLANT PITS SHALL BE 2X DIAMETER OF ROOTBALL. PLANTING BACKFILL MIX SHALL BE 2 PARTS TOPSOIL, 1 PART SOIL AMENDMENT, THOROUGHLY MIXED.FERTILIZE PLANTS AT THE TIME OF PLANTING WITH BEST PAKS: 2 PER 1 G.C., 3 PER 5 G.C.,6 PER 15 G.C.: BOX TREES - 3 PER INCH CALIPER.
PLANTS SHALL BE ERECT AFTER PLANTING AND STAKED OR GUYED ONLY AS NECESSARY. REMOVE NURSERY STAKE AND USE 1 OR 2 LODGPOLE STAKES AS NEEDED WITH RUBBER CINCH TIES. PLANT CROWNS SHALL BE 1/2" TO 1" ABOVE FINISHED GRADE AFTER WATERING AND SETTLING. TREE AND SHRUB PLANTING SHALL BE WATERED WITHIN 2 HOURS OF THE TIME OF PLANTING AND FLOODED TO ELIMINATE AIR POCKETS.
MULCH:MULCH ALL PLANTED AREAS WITH 3" OF BLACK LARGE ECO MULCH. CONTRACTOR TO PROVIDE SAMPLES FOR APPROVAL. CLEAR FROM TRUNKS OR STEMS OF PLANTS.
8" RWD7" RWD
9" RWD12" RWD
7"15" RWD10" RWD
11" RWD
9" PINE
10" RWD
6" OAK
22" RWD
M FRUIT
M FRUIT
M FRUIT
M FRUIT
7" OAK
M FRUIT
12" OAK
40" EUC
28" EUC
34" EUC22" EUC 26" EUC
30" EUC
26" EUC
24" EUC (3)10" EUC
14" EUC
16"18"22" EUC 16" EUC
26" EUC
12"30" EUC
20" EUC
8" PALM
13" OAK
10"12" PEPPER
12"12" OAK
11" EUC
9"12"14" OAK
9" OAK
36" OAK
10" OAK
10" OAK
6"9" OAKM TREE
8" OAK
8" OAK
6"12" OAK
11"12"13" OAK
PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE WATER SPACING
GROUNDCOVERS
AR'LB' Acacia redolens 'Low Boy' Prostrate Acacia 6 1Gal VLA'PM' Arctostaphylos 'Pacific Mist' Manzanita 61 1Gal LRV Ribes viburnifolium 4 Catalina Perfume, Evergreen Currant17 1Gal LRo'I' Rosmarinus officinalis 'Irene' Trailing Blue Rosemary 148 1Gal LTA Trachelospermum asiaticum Asian Jasmine 26 1Gal M
GRASSES AND RUSHES
CaK Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 14 1Gal LCaF Calamagrostis foliosa Leafy Reed Grass 40 1Gal LCTu Carex tumulicola/divulsa Berkeley Sedge 203 4" Pot LFM Festuca mairei Atlas Fescue 65 1Gal LLL Lomandra longifolia 'Breeze' Dwarf Mat Rush 210 1Gal LLl"PB' Lomandra longifolia 'Platinum Beauty' Variegated Dwarf Mat Rush 95 1Gal LPO Pennisetum orientale 18" Fountain Grass 23 1Gal L
FERNSPM Polystichum munitum Western Sword Fern 9 1Gal MWF Woodwardia fimbriata Giant Chain Fern 2 5Gal M
PERENNIALSAM'M' Achillea millefolium 'Moonshine' Yarrow (yellow) 6 1Gal LA'BR' Anigozanthos 'Big Red' Red Kangaroo Paw 12 1Gal LA'H' Anigozanthos 'Harmony' Yellow Kangaroo Paw 15 1Gal LDv'V' Dietes vegeta 'Variegata' Variegated Fornight Lily 26 1Gal LE'EC' Epilobium (Zauschneria) `Everetts Choice` Everett's Choice California Fuchsia 13 1 Gal LEm Erigeron x moerheimii Pink Santa Barbara Daisy 27 4" Pot LHP Hesperaloe parviflora Red Yucca 5 1Gal LI'CS' Iris PCH 'Canyon Snow' Pacific Coast Hybrid Iris 9 1Gal LKU Kniphofia uvaria Red Hot Poker, Torch Lily 22 1Gal LLIG Lavandula x intermedia 'Grosso' Lavandin, Hedge Lavender 25 1Gal LPg'M' Penstemon x gloxinioides 'Midnight' Midnight Beard Tongue (dk. purple) 8 1Gal LP'AB' Penstemon x gloxinioides 'Apple Blossom' Apple Blossom Beard Tongue (pink) 5 1Gal LPT'DD' Phormium tenax 'Dark Delight' New Zealand Flax 7 5Gal LPT'G' Phormium tenax 'Guardsman' New Zealand Flax 5 5Gal LSG Salvia greggii Autumn Sage (red) 8 1Gal LSN Strelitzia Nicolai Giant Bird of Paradise 2 5Gal MSRe Strelitzia Reginae Bird of Paradise 2 5Gal M
SHRUBSAc'CI' Acacia cognata `Cousin Itt` Litle River Wattle 4 5Gal LAm'DH' Arctostaphylos manzanita 'Dr. Hurd' Manzanita 3 15Gal LC'DB' Correa 'Dusky Bells' Australian Fuchsia 55 1Gal LLS'HS' Leptospermum scoparium 'HeleneStrybing' New Zealand Tea Tree 6 5Gal LLCR Loropetalum chinense 'Rubrum' Chinese Fringeflower 7 5Gal LMC Myrica californica Pacific Wax Myrtle 8 5Gal LRC Rhamnus californica 'Eve Case' Coffeeberry 19 5Gal LR'MSB' Rhamnus californica `Mound San Bruno` Coffeeberry 10 5Gal LROT Rosmarinus officinalis 'Tuscan Blue' Rosemary 2 5Gal L
TREESAPB Acer palmatum 'Bloodgood' Japanese Maple 1 24" Box MAM Arbutus marina ncn 5 24" Box LCo Cercis occidentalis Western Redbud 5 15Gal VLPCH Pistacia chinensis Chinese Pistache 2 24" Box LQs Quercus suber Cork Oak 12 24" Box LTRC Tristania conferta Brisbane Box 3 24" Box L
SUCCULENTSA'BF' Agave x 'Blue Flame' Blue Flame Agave 4 3/5 Gal LAAV Agave americana 'Variegata' Variegated Century Plant 4 5Gal VLSr'A' Sedum rupestre 'Angelina' Golden Sedum 15 4" Pot LSs Senecio serpens Blue Chalksticks 34 4" Pot LYBE Yucca filamentosa 'Bright Edge' 'Bright Edge' Yucca 6 3/5 Gal L
PALMSCH Chamaerops humilis Mediterranean Fan Palm 1 15Gal L
FRUIT CI'V' Citrus 'Valencia' Valencia Orange 2 15Gal MCI'M' Citrus 'Improved Meyer' Meyer Lemon 1 15Gal MCI'B' Citrus 'Bears Lime' Bears Lime 2 15Gal MCI'S' Citrus 'Satsuma Mandarin' Mandarin 1 15Gal MM'F' Misc Fruit Apple, plum, pear, apricot, etc. 9 15Gal M
1
1
1
1
• Remove leaves and needles from your roof, skylight, and rain gutters.• Clear vegetation and items that could catch fire from around and under decks.• Remove dead branches that overhang or touch your roof. Keep branches 10 feet away from your chimney and roof.• Remove all leaves, needles, or other debris that fall in within 5' of residence. • Remove all dead plants, grass, and weeds from 5' to 30' from structure.• Actively prune live shrubs and trim trees regularly to maintain a minimum of 10 feet of clearance between branches of adjoining trees or shrubs.
FIRE PREVENTION NOTES:
Revisions Date
Date:
Jobnumber:
Issue date:
Drawn by:
Sheet
of
©2021. All ideas, concepts, drawings and written material appearing herein constitute the original and unpublished work of huettl landscape architecture and the same may not be duplicated, used or disclosed without the written consent of the designer.
huettllandscape architecture
1900 Olympic Blvd., Suite 104Walnut Creek, CA 94596
(T) 925.937.6400(F) 925.937.6401
www.huettldesign.com
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Landscape
PLANTING PLAN
L4.0
0 4 8 16 32
Scale: 1" = 16' - 0"
03/29/2021
cH JH
LANDSCAPE SCREENINGSUBMITTAL 12/28/200
1LANDSCAPE SCREENINGRESUBMITTAL 03/29/21
N
SW
E
RENEWAL 10-31-21
L
J
ICEN
SED
LANDSC APE ARCHITE
CT
OSEPH A. HUETTL #4173
STATE OF CALIFORNIA
1/8" STAINLESS STEEL RESERVOIR
REMOVABLE PAVERS TO MATCH ENTRANCE TERRACE
WATER FEATURE SECTIONScale: 1/2" = 1'-0"2
6 3/8"
1'-0
"
3"
3"
1'-0
"3'
-6"
V.I.F
1.5" CONDUIT FOR PUMP CORD
PONDMASTER 2400 SUBMERSIBLE PUMP
1'-6"
5 1/2"
3 1/2"
6 5/8"
TILE FACE BACK WALL BEHIND GLASS
4 PVC RETURN PIPES TO SPILLWAY3/4" THICK GLASS TANK
9' LONG LINEAR AIRSTONE CONNECTED TO PONDMASTER AP-100 AIR PUMP (LOCATION TBD) WITH 3/4" TUBING
6"
1'-0"
10'-0"6"
11'-0"
10 1
/2"
4"
DRIVEWAY
ENTRANCE TERRACE
3"
3 1/
2"
4"
2 1/
2"
3/4"
3'-0" 3'-0"
MATCHING PAVING STONES SET ON SS SUPPORTS
CHISELED BLACK BASALT FACE
1/8" STAINLESS STEEL INSERT
1/8" STAINLESS STELL RESERVOIR EXTENDS UNDER PAVER LID
GARAGE
SS SPILLWAY TROUGH 3" DEEP
1" RETURN FROM PUMP (3 TOTAL)
SUBMERSIBLE PUMP UNDER PAVER LID
ENTRY WATER FEATURE PLANScale: 1/2" = 1'-0"1
3/4" THICK GLASS TANK WITH AIRSTONE ALONG BOTTOM
3 1/2"
4'-6
"
1.5%
8"
5'-0"
10"
1'-0"
8"
BOARD-FORMED CONCRETE WALL W/ # 4 BAR @ 12" MAX O.C. BOTH WAYS
WOOD FENCE AND GATE OF 1X6S W/ 1/2" GAPS
CRUSHED ROCK PATH - 1.5" OF 3/8" CRUSHED LODI OVER 3" OF COMPACTED 1/4" BASE ROCK
CONCRETE CURB WALL W/ # 4 BAR @ 16" MAX O.C. BOTH WAYS
LINE OF EXISTING GRADE
3/4" ROCK WRAPPED IN FILTER FABRIC WITH 3" PERF PIPE RUN TO DAYLIGHT
THICKEN FOOTING UNDER WALL AT BACK AND SIDES OF PAD
8" THICK SLAB FOOTING W/ # 4 BAR @ 12" O.C. BOTH WAYS
KEY RETURNS BOTH SIDES UNDER WALLS
1'-6
"
10" DIA X 24" DEEP CONC PIERS @ 6' O.C. . 2 # 4 BAR VERT
8"
2'-0
"
COMPACTED SUBGRADE
2'-8
"
MAX
RE
TAIN
ING
POOL EQUIPMENT PADScale: 1/2" = 1'-0"4
8"
10"
1'-0"
BOARD-FORMED USING VARIED2X4 AND 2X6 BOARDS
WATERPROOFING LAYER
3/4" DRAIN ROCK WRAPPED IN FABRIC WITH 4"PERF PIPE SLOPED AT 1% TO DRAINLINES.
12" Ø PIERS @ 4' O.C. MIN. W/ (4) #4 RB VERT.
ATRIUM GRATE 6" PLASTICCATCHBASIN AS SHOWN ON PLAN
P-I-P CONC WALL W/ #4 RB@ 16" O.C. BOTH WAYS. 2'
-6"
MA
X
1'-10"
10"
P.I.P. CONC WALL, FTG. & PIERSW/ #4 RB @ ≤16” OC BOTH WAYS
1'-0"
MULCH / PLANTING AREA
BOARD-FORMED USING VARIED2X4 AND 2X6 BOARDS
WATERPROOFING LAYER
3/4" DRAIN ROCK WRAPPED IN FABRIC WITH4" PERF PIPE SLOPED AT 1% TO DRAINLINES.
12" Ø PIERS @ 4' O.C. MIN. W/ (4)#4 RB VERT.
SYNTHETIC LAWN FLUSH W/ TOP OFWALL
4'-0
"2'
-0" M
AX
1'-10"
COMPACTED SUBGRADE
NOTES:
• 3/8" RADIUS EDGING @ TOPS OF WALLS
• R.B. 2" CLR OF FORMED SIDES, 3" CLR ELSEWHERE, TYP.
4'-0
"
MULCH /PLANTING
AREA
COMPACTED SUBGRADE
BOARD FORMED CONCRETE RETAINING WALLScale: 1/2" = 1'-0"9
POOL EQUIPMENT SCREEN TO BE AT LEAST THE HEIGHT OF TALLEST EQUIPMENT.
CONCRETE BEAM STEPSScale: 1" = 1'-0"5
NOTE:
EMBED STEEL BOX APPROX. 2" INTO GRADE
1'-2
"
FOUR-SIDED STEEL BOX: 4 - 1/4” COR-TEN STEEL PANELS, SHOP-WELDED.
‘AMERICAN SOIL’ VEGETABLE SOIL MIX
COMPACTED SUBGRADE
1 1/2” THICK LAYER 3/8” LODI GRAVEL
2"
1 1/
2"2"
2" THICK LAYER 1/4" FINES, WETTED & COMPACTED
GALV HARDWARE CLOTH, INSTALLED BELOW STEEL BOX. EXTEND BEYOND PERIMETER OF BOX.
2X2 ANGLE IRON TACK WELDED TO INSIDE FOR STIFFENING
QUADRA BUBBLER IRRIGATION SYSTEM - 3 PER BOX
8"
1'-4
"
90% MIN. COMPACTED SUBGRADE
3/8” RADIUS EDGING ALL SIDES
R 3/8"
2" THICK LAYER 1/4” FINES, WETTED & COMPACTED
SCOFIELD WINTER BEIGE INTEGRAL COLOR (OR EQUAL) W/ LIGHT SANDBLAST OR LIGHT WASH FINISH
8” X 16” CONCRETE BEAM STEP. LENGTHS VARY PER PLAN—SEE L1.12 - #4 RB HORIZ, #4 RB VERT @ 16” O.C. ALL RB 3” CLR FROM ALL EDGES.
1” TO 1-1/2” LAYER 3/8” CRUSHED LODI
2"
6"1 1/2"
CONCRETE PIERS 8" X 18", SPACED 3' O.C., 2 PER STEP MINIMUM.
2'-0
1/2
"
4"
MIN
STEEL VEGETABLE BOX—SECTION-ELEVATIONScale: 1" = 1'-0"7
3"VARIES
SEE L1.1 LAYOUT
4 1/
2"
7 1/
2"
PAVERS SPACED 3" APART, EXCEPT 5" APART IN LAWNS.
4.5" CONCRETE SLAB W/ # 3 RB @ 16" O.C. BOTH WAYS2" CLEAR OF EDGES (TYP.)SLOPE 1% TO 1.5% FOR DRAINAGE
FINISH: DAYTON SUPERIOR TOPCAST 03 VIOLET ACID ETCH FINISH.COLOR: SCOFIELD WINTER BEIGE 6063 (OR EQUIVALENT) INTEGRAL COLOR.
5"
1/2" REVEAL
INFILL VARIES; SEE L1.1 SITE PLAN
CLASS II BASEROCK PER GEOTECH REPORT
SUBGRADE, PER GEOTECH REPORT
1/4" RADIUS EDGE
NOTES:
• REBAR 2" CLEAR OF FORMED EDGES; 3" CLEAR ELSEWHERE.
• INTEGRAL COLOR—IF SCOFIELD PRODUCT IS UNAVAILABLE. TO APPROXIMATE SCOFIELD WINTER BEIGE 6063, USE DAVIS SIERRA 61078 MIXED AT 1-LB POWDER PER 94-LB SACK CONCRETE
CONCRETE PADSScale: 1" = 1'-0"3
1-1/2” LAYER CRUSHED LODI
COMPACTED SUBGRADE
2” LAYER 1/4X FINES, WETTED, COMPACTED.
4"
TYP.
6x8 PTDF TIMBER BEAMS, STAINED DARK BROWN. LENGTHS VARY—SEE L1.1
30” LENGTH #5 RB @ 30” O.C., 4” FROM ENDS, MIN. 2 PER TREAD
1 1/2"2"
5 1/
2"
7 1/2"
VARIES—SEE L1.1
1.5” LAYER 1/4X FINES , WETTED, COMPACTED—UNDER PTDF TREADS
3 1/2"3 1/2"
2'-6
"
TIMBER BEAM STEPS, TYP.Scale: 1" = 1'-0"6
TIMBER BEAM NOTES:
• USE SHORT DIMENSION AS RISER
STEP ALTERNATIVE - IF ALLOWED
STEP ALTERNATIVE - IF BUDGET AND/OR IMPERVIOUS CALCULATIONS REQUIRE.
CONCRETE CURB/BANDScale: 1" = 1'-0"8
SCOFIELD WINTER BEIGE INTEGRAL COLOR (OR EQUAL) W/ LIGHT SANDBLAST OR LIGHT WASH FINISH
CONCRETE PIERS 8" DIA X 30" DP W/ 1 # 4 BAR VERT, SPACED 4' O.C.
6" -1
2" M
AX6" MIN
8” CONCRETE CURB2 - #4 RB HORIZ, #4 RB VERT @ 16” O.C. ALL RB 3” CLR FROM ALL EDGES.
3/8" RADIUS EDGING. PROVIDE DEEP SCORE JOINTS @ 8' O.C. MAX.
COMPACTED SUBGRADE
2'-6
"
8"
Revisions Date
Date:
Jobnumber:
Issue date:
Drawn by:
Sheet
of
©2021. All ideas, concepts, drawings and written material appearing herein constitute the original and unpublished work of huettl landscape architecture and the same may not be duplicated, used or disclosed without the written consent of the designer.
huettllandscape architecture
1900 Olympic Blvd., Suite 104Walnut Creek, CA 94596
(T) 925.937.6400(F) 925.937.6401
www.huettldesign.com
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Landscape
CONSTRUCTIONDETAILS
L7.0
03/29/2021
cH JH
LANDSCAPE SCREENINGSUBMITTAL 12/28/200
1LANDSCAPE SCREENINGRESUBMITTAL 03/29/21
RENEWAL 10-31-21
L
J
ICEN
SED
LANDSC APE ARCHITE
CT
OSEPH A. HUETTL #4173
STATE OF CALIFORNIA
