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1
2
3
4 5
6
7
1LIGHTING PULL
BOX
ELECTRICAL PANEL
INSIDE BUILDING
EXISTING
BUILDING
CAPITOL AVENUE
NO PARKING
NO PARKING
NO PARKING
MH
MH
EXISTING 18" RCP
CITY OF SAN JOSE
STORM DRAIN LINE
EXISTING 18" RCP
CITY OF SAN JOSE
STORM DRAIN LINE
DI(N)
EXCAVATE PRIOR TO
DEMO TO LOCATE
EX. CITY MANHOLE
LIDS (TYP.)
POTHOLE TO
VERIFY STORM
DRAIN PIPE DEPTH
8
9
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
NO PARKING
NO
P
AR
KIN
GN
O P
AR
KIN
GN
O P
AR
KIN
G
25
24
Petaluma OfficeRedding OfficeSan Luis Obispo Office
(707) 769-5330(530) 224-4535(805) 781-2265
EAST SIDE UNION HIGH SCHOOL DISTRICT
830 NORTH CAPITOL AVENUE SAN JOSE, CA
AS SHOWN
JAN. 2017
BTR
2017 TRANSPORTATION YARD RELOCATION PROJECT
TITLE PAGE
EAST SIDE UNION HIGH SCHOOL DISTRICT160290-01 C1
WILLIAM J. LONG
CA 047552 12-31-17
FINAL PLANS
FOR CONSTRUCTION
TABLE OF CONTENTS
SHEET NO. SHEET TITLE
C1 TITLE PAGE
C2 DEMO PLAN
C3 DESIGN PLAN - PARKING AREA
C4 DESIGN PLAN - BIOSWALE
C5 GRADING/DIMENSION PLAN
C6 DETAIL PLAN
E0.1
GENERAL NOTES, FIXTURES SCHEDULE AND
SHEET INDEX
E0.2 EXTERIOR TITLE 24
E1.1 PARKING LOT LIGHTING SITE PLAN
1 OF 1 LUMINAIRE SCHEDULE
L1 PLANTING IMPROVEMENT PLAN
L2 IRRIGATION IMPROVEMENT PLAN
L3 LANDSCAPING DETAILS
PROJECTVICINITY
LOCATION MAP
NTS
CONSTRUCTION PLANS
FOR
EAST SIDE UNION HIGH SCHOOL DISTRICT
2017 TRANSPORTATION YARD RELOCATION PROJECT
SITE PLAN
1" = 120'
SEE ENLARGEMENTS
LA
ND
SC
AP
IN
G D
ET
AIL
S
SHEET NUMBER:
Z:\S
HA
RE
D\R
D
RIV
E\A
CT
IV
E P
RO
JE
CT
S\E
AS
T S
ID
E U
HS
D\160290\T
AS
K 01\D
RA
WIN
GS
\160290-01_LA
ND
01.D
WG
PROJECT NUMBER:
SCALE:
DATE:
RE
VD
AT
ED
ES
CR
IP
TIO
NA
PP
DRAWN BY:
DATE
Yo
u ca
n rid
e o
n o
ur re
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tio
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C
orp
ora
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O
ffice
:
3
48
5 S
acra
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nto
D
rive
, S
uite
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L
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bisp
o, C
A 9
34
01
-6
01
5
80
5-7
81
-2
26
5
1"= 20'
JAN. 2017
83
0 N
. C
AP
IT
OL
A
VE
NU
E S
AN
J
OS
E, C
A
2017 T
RA
NS
PO
RT
AT
IO
N Y
AR
D R
EL
OC
AT
IO
N P
RO
JE
CT
EA
ST
S
ID
E U
NIO
N H
IG
H S
CH
OO
L D
IS
TR
IC
T
160290
L3
MPW
2"
JUMBO PLASTIC
VALVE BOX
NETAFIM TF-075
3/4" TECHFILTER
MAX. 12 GPM
SENNINGER
PMR-MF 3/4"
PRESSURE
REGULATOR
FINISH GRADE
PEA GRAVEL
NTS
SCH. 40 PVC LATERAL
12" MIN. DEPTH
NETAFIM CONNECTION DETAIL
TECHLINE
UNDER HARDSCAPE AREASUNDER LANDSCAPE AREAS
SAND SLURRY BACKFILL
TO TOP OF ADJACENT
BASE ROCK
18
" M
IN
.
CONTROL WIRING
IN CONDUIT
PVC MAIN LINE OR LATERAL
LINE IN SLEEVE (EXTEND SLEEVE
6" MIN. PAST EDGE OF PAVED
SURFACE)
NTS
12
" M
IN
.
PVC MAIN LINE
6"
FINISH GRADE
2" SAND OR ROCK-FREE
SOIL AROUND ALL PIPE
LATERAL PVC LINE
TAPE WIRES TO THE SIDE
OF MAIN LINE @ 10' O.C.
5" DEEP TOPSOIL IN LAWN
AREAS; 12" DEEP TOPSOIL
IN SHRUB AREAS
TRENCH SECTION DETAIL
NTS
TECHLINE PLACEMENT: SINGLE LOOP
ROOTBALL
OF SHRUB
PLANT STEM
PLANT STEM
ROOTBALL
OF SHRUB
ROOTBALL
OF SHRUB
PLANT STEM
NOTES:
1. PLACEMENT OF TECHLINE AROUND SHRUBS,
PERENNIALS & GROUNDCOVER PLANTS MAY BE
ACCOMPLISHED BY METHOD A, B OR C UNLESS
SPECIFICALLY SHOWN OTHERWISE ON THE PLANS.
2. PIN TUBING AS NECESSARY TO MAINTAIN
PLACEMENT @ EDGE OF PLANT ROOTBALL.
12
"
MA
X.
METHOD A METHOD B
METHOD C
RAINBIRD VALVE
SEE PLAN FOR SIZE
AUTOMATIC CONTROL VALVE DETAIL
NTS
6"
6" PEA GRAVEL SUMP
4" CLEARANCE
BETWEEN VALVE
& GRAVEL
SCH 40 PVC LATERAL
12" DEEP MINIMUM
ALL VALVES INSTALLED
W/PVC UNION EA. SIDE
PER LINE SIZE
TAPE WIRE TO SIDE
OF MAIN @ 10' O.C.
SCH 80 PVC
THREADED
NIPPLES
HEAVY-DUTY RECTANGULAR
PLASTIC VALVE BOX
W/LOCKING LIDFINISH GRADE
SCH 80 SS90
24" COILED WIRE
(USE 3M DBY WIRE
CONNECTORS)
VALVE BOX
EXTENSION
AS REQUIRED
SCH 80 PVC
SS T.O.E. NIPPLE
PAVING BRICK OR
2X4 REDWOOD
SCH. 40 PVC MAIN
18" DEEP MINIMUM
COBRA
FLEX-TUBING
SCH 40 PVC LATERAL
12" DEEP MINIMUM
THREADED TEE
FINISH GRADE
SWING ASSEMBLY (INCLUDED
W/ROOT WATERING SYSTEM)
LOCKING GRATE
36
" C
AN
NIS
TE
R
NTS
DEEP ROOT-WATERING SYSTEM
3"
RAINBIRD RWS-B-C-1402
ROOT WATERING SYSTEM;
WRAPPED IN RWS-SOCK
INTERIOR RISER
ON BUBBLER
FILL INTERIOR
W/PEA GRAVEL
TO 3" BELOW
BUBBLER
4" TAMPED PLANTING MIX
TO PREVENT SETTLING
PLANTING MIX
BACKFILL (TYP.)
REMOVE CONTAINER
(SEE NOTE 1)
BARK MULCH (3" MIN.)
FINISH GRADE
NOTES:
IF SHRUB OR TREE IS BOXED, REMOVE BOX BOTTOM PRIOR TO POSITIONING IN HOLE, AND REMAINDER OF
BOX PRIOR TO BACKFILL. IF PLANT IS BURLAPPED, REMOVE TOP 1/3 OF COVER. IF PLANT IS COVERED IN
NON-BIODEGRADABLE MATERIAL, REMOVE COMPLETE COVERING PRIOR TO INSTALLATION. PROTECT
ROOT BALL FROM DAMAGE DURING PLANTING & STAKING.
WATER THOROUGHLY SUBSEQUENT TO INSTALLATION.
REMOVE STAKES AND TIES (IF SPECIFIED) AT END OF GUARANTEE PERIOD.
FERTILIZER TABLETS
4 EA. FOR 15 GALLON TREES
6 EA. FOR 24" BOX TREES
TOP OF ROOTBALL 1"
ABOVE FINISH GRADE
RAINBIRD ROOT-WATERING
SYSTEM (SEE DETAIL ON
SHEET L.3) - 2 EA. PER TREE
TYPICAL SHRUB OR TREE PLANTING DETAIL
NTS
FINISH GRADE
TECHLINE
NTS
NETAFIM FLUSHING CAP DETAIL
7-1/2" ROUND
VALVE BOX
2" ABOVE
F.G., TYP.
TLFV-1 FLUSH
CAP, INSERTED
INTO TECHLINE
4" MIN. PEA GRAVEL
3"
1" GALV.
90° TXT ELL
1" GALV. STEEL
NIPPLE (2" LONG)
1" GALV. STEEL
NIPPLE (2" LONG)
VALVE COVER
1" GALV. STEEL NIPPLE,
LENGTH AS NEEDED
1" GALV. STEEL NIPPLE
VALVE COUPLER KEY
TWO-PIECE BODY DESIGN
QUICK COUPLING VALVE
(2) GALV. 1"
90° TXT ELLS
ROUND VALVE BOX
W/EXTENSION
BRASS SWIVEL
HOSE ELL
(2) 1" GALV.
90° TXT ELLS
SCH 40
PVC MAIN
NTS
SIDE VIEW
1" GALV. STEEL NIPPLE,
LENGTH AS NEEDED
PEA GRAVEL
UNDER BRICKS
SCH 40
PVC MAIN
QUICK COUPLING VALVE DETAIL
45°
TOP VIEW
18
" M
IN
.
2" ABOVE
F.G., TYP.
#4x30" LONG
REBAR STAKE
ATTACH REBAR TO QUICK
COUPLER W/(2) STAINLESS
STEEL WORM GEAR CLAMPS
(1")
SHRUB OR
TREE
X X X X X
X X X X X X X X X
X X X
XX
X
XXX
XX
X
DI(E)
XX
XX
XX
XX
X X X
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100.48EG
MATCH
100.08EG
98.58EG99.42EG
MATCH
99.96EG
104.96EG
99.32EG 99.25EG 99.08EG 99.44EG 99.31EG 98.90EG
104.80EG 103.98EG 103.56EG
100.08EG
99.96EG
REMOVE & DISPOSE OF
EXISTING FENCE & GATES
SAWCUT & REMOVE
EXISTING AC & PCC
REMOVE & DISPOSE OF
EXISTING TREES & STUMPS
(TYP.)
LIGHTING PULL
BOX
EXISTING
FENCING
TO REMAIN
MH
MH
EXISTING 18" RCP
CITY OF SAN JOSE
STORM DRAIN LINE
EXISTING 18" RCP
CITY OF SAN JOSE
STORM DRAIN LINE
REMOVE EX. SPRINKLER
SYSTEM & CAP OFF
IRRIGATION LINE (TYP.)
EXCAVATE PRIOR TO
DEMO TO LOCATE
EX. CITY MANHOLE
LIDS (TYP.)
POTHOLE TO
VERIFY STORM
DRAIN PIPE DEPTH
Petaluma OfficeRedding OfficeSan Luis Obispo Office
(707) 769-5330(530) 224-4535(805) 781-2265
EAST SIDE UNION HIGH SCHOOL DISTRICT
830 NORTH CAPITOL AVENUE SAN JOSE, CA
1" = 20'
JAN. 2017
BTR
2017 TRANSPORTATION YARD RELOCATION PROJECT
DEMO PLAN
EAST SIDE UNION HIGH SCHOOL DISTRICT160290-01 C2
WILLIAM J. LONG
CA 047552 12-31-17
FINAL PLANS
FOR CONSTRUCTION
ENLARGEMENT - DEMO
1" = 20'
LEGEND
FILL WITH ON-SITE NATIVE SOIL
CLEAR, GRUB & OFF HAUL SOIL BERM & DEBRIS
CUT & OFF HAUL
EXISTING TREES TO BE REMOVED & DISPOSED
EXISTING STUMPS TO BE REMOVED & DISPOSED
EXISTING IRRIGATION LINES & SPRINKLERS TO BE REMOVED & DISPOSED
EXISTING FENCING & GATE TO REMOVED & DISPOSED
XXXX
EXISTING FENCING TO REMAIN
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING TREES TO REMAIN
X X X X X
X X X X X X X X X
X X X
XX
X
XXX
XX
X
DI(E)
XX
XX
XX
XX
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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INSTALL 4' WIDE
PCC SIDEWALK
INSTALL 3' WIDE
PCC SWALE
INSTALL 6' HIGH CHAINLINK
FENCE W/30' DOUBLE GATE
SEE ENLARGEMENT
(SHEET 4)
INSTALL PCC
CURB FLUSH
WITH NEW HMA
INSTALL FULL DEPTH
PCC CURB
NO PARKING
NO PARKING
NO PARKING
MH
MH
INSTALL 2 - 3" SCH40
PVC PIPE SLEEVES FOR
FUTURE IRRIGATION
INSTALL 2 EA. CHRISTY MODEL
B2436 UTILITY BOXES AT EACH END
OF PVC PIPE SLEEVES
EXISTING 18" RCP
CITY OF SAN JOSE
STORM DRAIN LINE
EXISTING 18" RCP
CITY OF SAN JOSE
STORM DRAIN LINE
INSTALL 6' HIGH , 1" X 1"
BLACK VINYL CHAIN LINK
FENCING W/5' MAN GATE
EXCAVATE PRIOR TO
DEMO TO LOCATE
EX. CITY MANHOLE
LIDS (TYP.)
POTHOLE TO
VERIFY STORM
DRAIN PIPE DEPTH
NO PARKING
NO
P
AR
KIN
GN
O P
AR
KIN
GN
O P
AR
KIN
G
INSTALL 6' PARKING
BUMPERS TO PREVENT
BUSES FROM BACKING
INTO CROSSWALK AREA
(TYP.)
INSTALL REDWOOD
HEADERBOARD
REMOVE EX. MATERIAL &
PLACE 6" HMA
INSTALL PCC RETAINING
CURB ADJACENT TO NEW
FENCING
Petaluma OfficeRedding OfficeSan Luis Obispo Office
(707) 769-5330(530) 224-4535(805) 781-2265
EAST SIDE UNION HIGH SCHOOL DISTRICT
830 NORTH CAPITOL AVENUE SAN JOSE, CA
1" = 20'
JAN. 2017
BTR
2017 TRANSPORTATION YARD RELOCATION PROJECT
DESIGN PLAN - PARKING AREA
EAST SIDE UNION HIGH SCHOOL DISTRICT160290-01 C3
WILLIAM J. LONG
CA 047552 12-31-17
FINAL PLANS
FOR CONSTRUCTION
ENLARGEMENT - PARKING AREA DESIGN
1" = 20'
LEGEND
NEW (OR) RECONSTRUCT PCC FACILITIES (SEE PLAN)
NEW BIOSWALE DRAINAGE AREA (SEE BIOSWALE - DESIGN PLAN)
PLACE 6-3/4" HMA ON 5" CLASS II AGGREGATE BASE
LIME TREAT REGRADED SUBGRADE MATERIAL TO A DEPTH OF 15";
WITH TOP SOIL TO WITHIN 2" OF NEW PCC SWALE
INSTALL PCC CURB FLUSH WITH NEW HMA
INSTALL FULL DEPTH PCC CURB
INSTALL 6" SCH40 PVC DRAIN PIPE
INSTALL 3" PIPE SLEEVE
XXXX
EXISTING FENCE TO REMAIN
INSTALL NEW 6' HIGH, 1" X 1" BLACK VYNIL CHAIN LINK FENCING
INSTALL CHAINLINK DRIVE/MAN GATE (SEE PLAN FOR LOCATION & SIZE)
REMOVE TOP 2" OF VEGETATION & TOP SOIL; REGRADE & BACKFILL
INSTALL 6' PARKING BUMPER
MH
EXISTING LIGHT STANDARD
DROP INLETDI
MANHOLE
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TESTING THAT MAY BE REQUIRED TO LEGALLY DISPOSE OF EXCESS MATERIAL.
2. CONTRACTOR SHALL RESTRIPE ALL AREAS THAT ARE DISTURBED DURING CONSTRUCTION TO MATCH EXIST. STRIPING LAYOUTS.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS & CONTRACT DOCUMENTS. WORK NOT COMPLYING WITH PLANS & CONTRACT DOCUMENTS WILL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE.
4. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE WORK AREA CLEAN DAILY.
5. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO REVIEW BY OWNER. ANY PORTION OF THE WORK DEFECTIVE SHALL BE REPLACED BY THE CONTRACTOR AS PART OF THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER.
6. ABSOLUTE ACCURACY OF DRAWING CAN NOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE TO COORDINATE THE LOCATION OF THE EXISTING EQUIPMENT, PIPING, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE EXACT REQUIREMENTS GOVERNED BY ACTUAL
JOB CONDITIONS.
7. AREAS NOT IN SCOPE OF WORK DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE EXISTING CONDITION AT THE CONTRACTORS EXPENSE.
8. CONTRACTOR SHALL CLEAN OUT ALL DRAINAGE STRUCTURES, INCLUDING DROP INLETS, & SHALL FLUSH STORM DRAIN LINES PRIOR TO COMPLETION OF WORK TO ENSURE NO BLOCKAGES EXIST IN THE SYSTEM.
9. PROTECT EXISTING BUILDING STRUCTURES, AND ADJACENT FINISHED SURFACES DURING CONSTRUCTION. PATCH, REPAIR AND REFINISH AREAS DAMAGED OR IMPACTED BY WORK DURING THIS PROJECT TO MATCH ADJACENT UNDISTURBED AREAS. PATCHING, REPAIRING AND REFINISHING IS TO BE
PERFORMED BY WORKMEN SKILLED IN THE TRADES INVOLVED.
10. CONTRACTOR SHALL HAVE LOCATING SERVICE VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW AND ADDRESS ANY UTILITIES CONFLICTING WITH THE SCOPE OF WORK.
11. UTILITY BOXES IN CONSTRUCTION AREAS SHALL BE REUSED AND RAISED TO FINISHED GRADE. IF BOXES ARE NOT REUSABLE, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO REMOVAL.
12. ALL AREAS OF PCC CHIPPED OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED BACK TO THE NEXT JOINT.
13. SOILS WITHING LIMITS OF NEW BIOSWALE SHALL NOT BE CONTAMINATED WITH THE LIME TREATMENT PROCESS. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO TEST FOR LIME IN PLANTER AREAS PRIOR TO COMMENCING LANDSCAPING WORK.
INSTALL REDWOOD HEADERBOARD
INSTALL PCC RETAINING CURB
REMOVE EX. MATERIAL & PLACE 6" HMA
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
INSTALL 6" DIA
PERFORATED PIPE
INSTALL CHRISTY MODEL
U43 DROP INLET WITH
HEAVY DUTY GRATE
INSTALL SEALED
CLEANOUT AT FACE
END
INSTALL CHRISTY MODEL U21S
DROP INLET WITH HEAVY DUTY
GRATE IN LINE WITH EXISTING
18" STORM DRAIN LINE
CONNECT 6" DIA PERFORATED
PIPE TO NEW DROP INLET
INSTALL BIOSWALE; SEE
DETAIL FOR BIOSWALE
PIPE SLOPES
NO
P
AR
KIN
G
TBM = 100.00
TOP OF PCC CURB
96.67INV
99.95EG
96.77INV
100.08EG
95.82INV
98.40EG
97.65BS
98.15TG
97.65BS
95.26INV(N)
99.08EG
99.33TG
95.61INV
98.70EG
97.65BS
94.08INV(E)
96.14INV
98.90EG
97.65BS
96.47INV
98.70EG
97.65BS
97.65BS
Petaluma OfficeRedding OfficeSan Luis Obispo Office
(707) 769-5330(530) 224-4535(805) 781-2265
EAST SIDE UNION HIGH SCHOOL DISTRICT
830 NORTH CAPITOL AVENUE SAN JOSE, CA
1" = 10'
JAN. 2017
BTR
2017 TRANSPORTATION YARD RELOCATION PROJECT
DESIGN PLAN - BIOSWALE
EAST SIDE UNION HIGH SCHOOL DISTRICT160290-01 C4
WILLIAM J. LONG
CA 047552 12-31-17
FINAL PLANS
FOR CONSTRUCTION
ENLARGEMENT - BIOSWALE DESIGN
1" = 10'
LEGEND
VALLEY URBAN POLLUTION PREVENTION PROGRAM GUIDELINES
BASIN PLANTING MIX; HYDROPHILIC PLANT MIX BASED ON SANTA CLARA
REGRADE & BACKFILL WITH MULCH
CAP
NTS
CLEANOUT DETAIL
45° ELBOW
4" RISER
(HEIGHT VARIES)
CHRISTY TRAFFIC VALVE BOX
MODEL G5 (10-3/8" I.D. x 12")
45° ELBOW @ TERMINAL CLEANOUTS,
WYE JOINT @ INTERMEDIATE CLEANOUTS
NTS
BIOSWALE SECT. @ INLET (TYP.)
CLEAN COARSE
AGGREGATE
BASIN PLANTING MIX: HYDROPHOLIC
PLANT MIX BASED ON SANTA CLARA
VALLEY URBAN POLLUTION PROGRAM
GUIDELINES
FILTER FABRIC
4
:
1
M
A
X
2
%2%
MULCH
4
:1
M
A
X
FILTER
FABRIC
SEE
CLEANOUT
DETAIL
6" PERFORATED PIPE
CLEAN COARSE
AGGREGATE
REGRADE & BACKFILL
WITH MULCH; 3" DEPTH
DRAINAGE
INLET
(OVERFLOW)
4
:
1
M
A
X
BASIN PLANTING MIX: HYDROPHOLIC
PLANT MIX BASED ON SANTA CLARA
VALLEY URBAN POLLUTION PROGRAM
GUIDELINES
6" PERFORATED PIPE
FINISH GRADE
NATIVE
BACKFILL
SAWCUT & REMOVE SECTION
OF EXISTING STORM DRAINLINE
TO ACCOMODATE INSTALLATION OF
NEW DROP INLET;TRIM PIPE FLUSH
& GROUT SPACE
AREA DRAIN INSTALLATION DETAIL
NTS
EXISTING 18" RCP
STORM DRAINLINE
EXISTING 18" RCP
STORM DRAINLINE
INSTALL U21SX12
SECTIONAL EXTENSION
INSTALL U21ST6
TOP SECTION WITH
HEAVY DUTY GRATE
4
:1
M
A
X
12
" M
IN
.
6" PERFORATED PIPE
INSTALL 6" PERFORATED PIPE
S=.5% S=.5%
CUT BOTTOM SECTION TO
CONFORM TO EX. PIPE;
GROUT TO ELIMINATE VOIDS
XX.XX
XX.XX
DESIGN ELEV.
EXIST. ELEV.
EXISTING GRADEEG
TEMPORARY BENCH MARK
INVERTINV
BASIN SURFACEBS
TOP OF GRATETG
X X X X X
X X X X X X X X X
X X X
XX
X
XXX
XX
X
XX
XX
XX
XX
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
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
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
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
101.33LTB
101.80EG
101.35PCC/EP
101.15EG
102.05LTB
101.15EG
103.03EP
103.49TC
100.42LTB
101.23FL
101.35PCC/EP
102.37LTB
101.24EG
102.37LTB
101.17EG
101.45EG
MATCH
104.13EG MATCH
104.40EG
MATCH
104.42EG
MATCH
104.20EG
MATCH
103.90EG
MATCH
103.93EG
MATCH
104.09EG
MATCH
103.98EG
MATCH
104.00EGMATCH
104.08EG
101.52EG
MATCH
101.44EG
MATCH
101.28EG
MATCH
101.04EG
100.67FL
100.78PCC/EG
MATCH
101.27PCC
101.00EG
MATCH
100.70PCC
MATCH
100.82PCC
100.50EG
100.51EG
MATCH
100.90PCC
100.68EG
MATCH
100.50EG
MATCH
100.09EG
MATCH
100.08EG
MATCH
100.08EG
MATCH
100.08TC
99.82EP
100.05EG
MATCH
99.70TC
99.43EP
99.30EG
MATCH
99.11TC
98.75EP
98.80EG
MATCH
98.51TC
98.05FL
98.10EP
TBM = 100.00
TOP OF PCC CURB
MATCH
98.77TC
98.49EP
98.75EG
98.92LTB 98.55LTB 97.98LTB
99.90EG 99.53EG 98.96EG
MATCH
99.19TG
96.45INV
3.4%
100.78PCC/EP
R=41'
99.10LTB
100.08EG99.10LTB
100.34EG
99.96FL
100.54TC
100.58BSW
MATCH
MATCH
102.31EP
100.37LTB
100.76LTB
100.50EG
101.69LTB
101.47EG
100.47LTB
101.45PCC
101.32EG
100.46LTB
100.22EG
100.29LTB
100.18EG
97.40LTB
98.38EG
2.9%
2.6%
1.9%
102.67EP
100.34FL
99.48LTB
100.08EG
100.46LG/EP
103.35EP
103.35EP
99.46LTB99.76LTB
99.86EG
100.11LTB
100.21EG
99.80LTB
36'
38'
42.5'
38'
40'
36'
44.5'
4'
12' TYP.
15'
TYP.
26'
NO PARKING
NO PARKING
NO PARKING
103.81TC
103.81TC
102.37LTB
103.35EP
103.81TC
102.37LTB
103.35EP
103.81TC
98.43EG
MATCH
98.79TC
98.45EP
98.71EG
MATCH
98.70TC
98.39EP
98.63EG
MATCH
98.69TC
97.65LTB
98.68EG
98.05LTB
99.08EG
99.61TC/EP 99.04TC/EP
100.16TC/EP
98.46TC/EP 98.71TC/EP
99.11TC/EP
1.7%
3.2%
103.13TC
102.77TC
99.65EG
NO PARKING
NO
P
AR
KIN
GN
O P
AR
KIN
GN
O P
AR
KIN
G
44'
23'
4'
37'
15'
50'
101.45PCC/EP
101.40EG
101.40EP
101.86TC
Petaluma OfficeRedding OfficeSan Luis Obispo Office
(707) 769-5330(530) 224-4535(805) 781-2265
EAST SIDE UNION HIGH SCHOOL DISTRICT
830 NORTH CAPITOL AVENUE SAN JOSE, CA
1" = 20'
JAN. 2017
BTR
2017 TRANSPORTATION YARD RELOCATION PROJECT
GRADING/DIMENSION PLAN
EAST SIDE UNION HIGH SCHOOL DISTRICT160290-01 C5
WILLIAM J. LONG
CA 047552 12-31-17
FINAL PLANS
FOR CONSTRUCTION
GRADING PLAN
1" = 20'
XX.XX
XX.XX
DESIGN ELEV.
EXIST. ELEV.
EDGE OF PAVEMENTEP
PORTLAND CEMENT CONCRETEPCC
SIDEWALKSW
TOP OF GRATETG
TEMPORARY BENCH MARK
FLOW LINEFL
EXISTING GRADEEG
LIP OF GUTTERLG
LIME TREATED BASELTB
TOP OF PAVEMENTTP
LEGEND
Petaluma OfficeRedding OfficeSan Luis Obispo Office
(707) 769-5330(530) 224-4535(805) 781-2265
EAST SIDE UNION HIGH SCHOOL DISTRICT
830 NORTH CAPITOL AVENUE SAN JOSE, CA
NTS
JAN. 2017
BTR
2017 TRANSPORTATION YARD RELOCATION PROJECT
DETAIL PLAN
EAST SIDE UNION HIGH SCHOOL DISTRICT150227-01 C6
WILLIAM J. LONG
CA 047552 12-31-17
FINAL PLANS
FOR CONSTRUCTION
EXISTING OR NEW
PCC FACILITIES
TREAT SOIL TO A DEPTH
OF 15" WITH LIME/CEMENT,
REGRADE & COMPACT TO 95% R.C.
5" CLASS II AGGREGATE
BASE; COMPACT TO 95%
R.C.
TREAT SOIL TO A DEPTH OF 15" WITH LIME/CEMENT;
PLACE 5" AGGREGATE BASE & 3" NEW HMA
PLACE 6-3/4" NEW HMA
Z
NTS
PCC SWALE W/REINFORCEMENT
NOTES:
1. DEPTH OF SWALE VARIES. WHERE SWALE INTERSECTS W/ADA PATH OF TRAVEL, ADJUST
FLOWLINE DEPTH SUCH THAT SLOPE ON SIDES OF SWALE DO NOT EXCEED 5%.
2. INSTALL CONTRACTION JOINTS @ 10' O.C. MAX.
3. SWALE SURFACE SHALL BE BROOM-FINISHED.
3/8" TOOLED EDGE
RECOMPACT SUBGRADE
TO 90% R.C. & REMOVE
ANY LOOSE MATERIAL
CONCRETE SWALE
(SEE NOTES)
DEPTH (Z)HALF WIDTH (Y)SWALE TYPE
2"
1"
1-1/2"
24"
18"
12"
S48
S36
S24
DIMENSION CHART
(3) NO. 4 BARS,
CONTINUOUS
NO. 4 BARS @
18" O.C. MAX.
COMPACT SUBGRADE TO 90% &
REMOVE ANY LOOSE MATERIAL
NTS
PCC SIDEWALK DETAIL
4" CONCRETE SIDEWALK
AGG. BASE (SEE NOTE NO. 3)
NOTES
1. CONTROL JOINTS @ 10' O.C. MAX.
2. MATCH EXISTING COLOR/FINISH (AS CLOSELY AS POSSIBLE).
3. PLACE 4" AGG. BASE UNDER NEW SIDEWALK; RECOMPACT
EX. AGG. BASE UNDER SIDEWALKS TO BE REMOVED/REPLACED.
NTS
PCC CURB DETAIL
R=1/2"
(TYP.)
NOTE
CONTROL JOINTS @ 10' O.C. MAXIMUM
SEE SPECIFICATIONS FOR REQUIREMENTS
PAVEMENT
SURFACE
1"
(1
6" M
IN
.)
SLOPE
PCC CURB
NTS
TYPICAL TRENCH BACKFILL DETAIL
NATIVE BACKFILL
COMPACT PER SPECS.
FINISH
GRADE
SAND BEDDING
(SEE SPECS.)
SAND SLURRY
BACKFILL
SAND SLURRY
BACKFILL
FINISHED
SUBGRADE
SAND BEDDING
(SEE SPECS.)
BACKFILL UNDER PAVEMENT BACKFILL UNDER LANDSCAPE
NOTES:
1) "BACKFILL UNDER PAVEMENT" SHALL APPLY IN ALL AREAS OF EXISTING &/OR NEW
PAVEMENT AND ADJACENT, PAVED WALKWAYS. "BACKFILL UNDER LANDSCAPE" SHALL
APPLY IN ALL LANDSCAPE PLANTER AREAS AND ALL AREAS TO REMAIN UNPAVED
ACCORDING TO THE PROJECT PLANS.
2) SEE PLANS FOR PIPE SIZES.
TRENCH PAVING DETAIL
NOTE
TRENCH PAVING SHALL BE PLACED IN TWO LIFTS. THE
TOP LIFT SHALL BE 1-1/2" THICK. IF LOCATED UNDER AN
OVERLAY, TRENCH PAVING MAY BE PLACED IN A
SINGLE LIFT.
TRENCH BACKFILL PER
TYPICAL TRENCH DETAIL
EXISTING SURFACE
NTS
DROP INLET INSTALLATION DETAIL
SEE PLAN FOR PAVEMENT
SECTION OR CONCRETE
COMPACT
SUBGRADE
TO 90% R.C.
CEMENT
SAND SLURRY
SEE PLAN FOR
PIPE SIZE
NTS
TRIM PIPE FLUSH
& GROUT SPACE
NTS
TYPICAL DROP INLET APRON @ SWALE CONNECTION
1-1/4"
NOTCH FOR
GRATE (TYP.)COMPACT SUBGRADE
TO 90% R.C.
EX. DROP INLET
SEE PCC SWALE
DETAIL
SEE PLAN FOR SIZE
OF FRAME & GRATE
PCC APRON
(TYP.)
INSTALL
PCC APRON
PLAN
AA
S
S
S
S
SECTION A-A
FLOW LINE
FLOW LINE
NEW HMA
LANDSCAPING
1 - #4 BAR
CONTINUOUS
1/2" TROWEL EDGE
(TYP.)
NTS
6"
PCC FLUSH CURB DETAIL
10
"
2" CLEARANCE
NOTE
CONTROL JOINTS @ EVERY 10' MAX. (BOTH DIRECTIONS)
NTS
PCC WASH PAD DETAIL
RECOMPACT SUBGRADE TO 90% R.C.
& REMOVE ANY LOOSE MATERIAL
NO. 4 REBAR @
12" O.C. EA. WAY
CONCRETE PAD
3" (TYP.)
3"
7-1/2"
NTS
PCC RETAINING CURB DETAIL
2:12 BATTER
NO. 4 REBAR
@ 12" O.C.
EACH WAY
FINISH GRADE
PAVEMENT OR
FINISH GRADE
R=1/2" (TYP.)
6" FULL-DEPTH HMA PAVEMENT
NTS
3" HMA SURFACE COURSE
COMPACT SUBGRADE TO 95% R.C.
& REMOVE ANY LOOSE MATERIAL
3" HMA BASE COURSE
NOTE
2" x 4" x 18" MIN. STAKES @ 32" O.C. &
2" x 6" x 18" MIN. STAKES @ HEADERBOARD JOINTS
NTS
2x6 HEADERBOARD DETAIL
(3 EA)-12d BOX
HOT DIP GALV.
NAILS @ EA STAKE
15° ANGLED CUT ON
TOP OF STAKE (TYP.)
SEE NOTE
EXISTING
PAVEMENT
NEW HMA
OVERLAY
2" x 6" HEADERBOARD
Page 1 of 1
www.ltgsys.com
510-982-3900
2322 6th Street
Berkeley, CA 94710
916-772-5800
1310 Blue Oaks Blvd
Suite 400
Roseville, CA, 95678
Date: 2/16/2017
Fil
en
am
e:
Ea
st S
ide
Ed
uca
tio
n C
en
ter_
HH
_2
-16
-17
.AG
I
Calcs by: Cain Boulden
Voice: (510) 499-9313
This report attempts to approximate the maintained light levels and is based on the information provided to Lighting Systems. Please verify data to ensure accuracy of the report.
Many factors that can affect field-measured lighting levels cannot be anticipated in the calculation and as such Lighting Systems cannot warranty lighting levels.
Ea
st S
ide
Ed
uca
tio
n C
en
ter
Luminaire Schedule
Symbol Qty Label Description LLF Lum. Lumens
Calculation Summary
Label CalcTypeLum. Watts Units Avg Max Min Avg/Min Max/Min
Parking Illuminance Fc 2.084 A Cree BXSP-B-HT-3ME-B-40K-UL-BZ-ML 0.846 10260 99.07 8.0 0.1 20.80
4 A2 Cree BXSP-B-HT-4ME-B-40K-UL-BZ-ML (2@180)
80.00
0.846 9758 101
Plan View
Scale: 1 inch= 20 Ft.
NO PARKINGNO PARKING
NO PARKING
NO PARKING
DI(N)
A2
A
A2 A2 A2
A A AEXISTING FACILITIES
BUILDING
EXISTING PARKING LOT
6 6 6
65'-0" 70'-0" 65'-0"
CL
6 6 6
2
2TYPICAL
TYPICAL
6
6
TIMECLOCK
EXISTING PANEL
4 5
PULLBOX32
1
A2
MH: 17 MH: 17
A2
MH: 17
A2
MH: 17
A2
MH: 17
A A
MH: 17
A
MH: 17
A
MH: 17
0.9 2.2 2.4 7.9 4.8 2.8 1.9 1.9 2.8 4.8 8.0 2.6 2.5 1.6 1.8 2.8 4.7 8.0 2.6 2.7 1.9 2.6 2.5 7.9 4.9 2.5 1.3 0.6 0.3
1.3 2.4 4.0 4.5 3.8 4.2 2.6 2.6 4.2 3.8 4.6 4.2 2.8 2.1 2.3 4.1 3.8 4.7 4.2 3.0 2.5 2.9 4.3 4.6 3.7 4.0 1.8 0.9 0.4
1.0 1.9 1.9 2.5 2.3 2.2 2.1 2.1 2.2 2.4 2.6 2.1 2.3 1.7 1.9 2.2 2.3 2.6 2.2 2.4 2.0 2.4 2.1 2.5 2.2 1.9 1.5 0.7 0.4
0.6 0.7 0.9 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.0 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.0 0.8 0.7 0.5 0.3
0.6 0.7 0.8 1.1 1.0 0.9 1.2 1.2 0.9 1.0 1.1 0.9 0.9 1.1 1.0 0.9 1.0 1.1 1.0 1.1 1.3 1.1 0.9 1.1 1.0 0.7 0.7 0.5 0.2
0.7 1.7 1.2 1.6 1.5 1.5 1.8 1.8 1.6 1.5 1.7 1.3 1.8 1.1 1.6 1.5 1.5 1.7 1.3 1.9 1.6 1.9 1.3 1.6 1.5 1.4 1.5 0.4 0.1
0.8 2.2 4.2 4.4 4.1 3.9 1.8 1.8 3.8 4.2 4.5 4.4 2.5 1.2 1.6 3.7 4.2 4.5 4.4 2.6 1.6 2.5 4.4 4.5 4.1 3.8 1.4 0.4 0.1
1.0 3.2 4.1 6.4 5.6 4.2 2.5 2.4 4.2 5.4 6.4 4.2 3.5 1.6 2.1 4.2 5.3 6.4 4.2 3.7 2.1 3.6 4.2 6.5 5.5 4.1 1.9 0.5 0.2
1.0 3.8 4.6 7.3 5.1 5.1 2.7 2.6 5.1 5.1 7.6 4.6 4.1 1.6 2.3 5.1 5.0 7.7 4.6 4.3 2.1 4.2 4.6 7.5 5.1 5.0 2.1 0.5 0.1
0.9 2.8 4.5 5.9 5.7 3.9 2.2 2.2 3.8 5.7 5.9 4.6 3.0 1.5 1.9 3.7 5.6 5.9 4.7 3.2 1.9 3.1 4.6 5.9 5.7 3.7 1.7 0.5 0.1
0.7 2.3 2.5 3.1 2.7 2.8 1.7 1.7 2.7 2.7 3.1 2.5 2.5 1.1 1.5 2.7 2.6 3.1 2.5 2.7 1.4 2.6 2.5 3.0 2.6 2.6 1.3 0.4 0.1
0.7 1.1 1.0 1.2 1.2 1.2 1.5 1.5 1.2 1.2 1.2 1.1 1.2 1.2 1.3 1.1 1.2 1.2 1.1 1.3 1.5 1.3 1.1 1.2 1.1 1.0 1.1 0.4 0.1
0.4 0.5 0.6 0.7 0.7 0.6 0.8 0.8 0.6 0.7 0.7 0.6 0.6 0.7 0.7 0.5 0.7 0.8 0.7 0.7 0.8 0.7 0.6 0.7 0.7 0.5 0.4 0.3 0.2
0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.2 0.2 0.1
0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
X X X X X
X X X X X X X X X
X X X
XX
X
XXX
XX
XX
XX
XX
XX
XX
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
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
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
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO
P
AR
KIN
GN
O P
AR
KIN
GN
O P
AR
KIN
G
TBM = 100.00
TOP OF PCC CURB
96.67INV
99.95EG
96.77INV
100.08EG
95.82INV
98.40EG
97.65BS
98.15TG
97.65BS
95.26INV(N)
99.08EG
99.33TG
95.61INV
98.70EG
97.65BS
94.08INV(E)
96.14INV
98.90EG
97.65BS
96.47INV
98.70EG
97.65BS
97.65BS
PLACE 3" BARK MULCH LAYER
BETWEEN FENCE & EX. CURB
(TYP.)
PLACE 3" BARK
MULCH LAYER
S1
NEW FENCE
(TYP.)
G2 G2 G2 G2 G2 G2G1 G1 G1 G1 G1
STRAW WATTLE CHECK
DAM SPACED @ 60'±
STRAW WATTLE CHECK
DAM SPACED @ 60'±
STRAW WATTLE CHECK
DAM SPACED @ 60'±
STRAW WATTLE CHECK
DAM SPACED @ 60'±
STRAW WATTLE CHECK
DAM SPACED @ 60'±
PLANTING IMPROVEMENTS
1" = 20'
PL
AN
TIN
G IM
PR
OV
EM
EN
T P
LA
N
SHEET NUMBER:
Z:\S
HA
RE
D\R
D
RIV
E\A
CT
IV
E P
RO
JE
CT
S\E
AS
T S
ID
E U
HS
D\160290\T
AS
K 01\D
RA
WIN
GS
\160290-01_LA
ND
01.D
WG
PROJECT NUMBER:
SCALE:
DATE:
RE
VD
AT
ED
ES
CR
IP
TIO
NA
PP
DRAWN BY:
DATE
Yo
u ca
n rid
e o
n o
ur re
pu
ta
tio
n
C
orp
ora
te
O
ffice
:
3
48
5 S
acra
me
nto
D
rive
, S
uite
A
S
an
L
uis O
bisp
o, C
A 9
34
01
-6
01
5
80
5-7
81
-2
26
5
1"= 20'
JAN. 2017
83
0 N
. C
AP
IT
OL
A
VE
NU
E S
AN
J
OS
E, C
A
2017 T
RA
NS
PO
RT
AT
IO
N Y
AR
D R
EL
OC
AT
IO
N P
RO
JE
CT
EA
ST
S
ID
E U
NIO
N H
IG
H S
CH
OO
L D
IS
TR
IC
T
160290
L1
MPW
SPACING / NOTES
PLANT LEGEND
BOTANICAL NAME / COMMON NAMEQTY. SIZESYMBOL
Cotoneaster d. 'Lowfast' / Bearberry CotoneasterG2 1104 Spaced @ 48" o.c. max.
Panicum virgatum / SwitchgrassG1 170
Juniperus c. 'Kaizuka' / Hollywood JuniperS1 1543 Spaced @ 15' o.c. max.
PLANTING NOTES:
1. PLANT COUNT SHOWN IS FOR THE CONVENIENCE OF THE CONTRACTOR AND DOES NOT NECESSARILY INDICATE THE
EXACT AMOUNTS REQUIRED TO EXECUTE THE LANDSCAPE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
EXECUTION OF THE PLAN AS DRAWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S
REPRESENTATIVE PRIOR TO THE BID.
2. ALL NEW LANDSCAPED AREAS, & THOSE AREAS SHOWN ON THE PLANTING PLAN, TO BE TOP-DRESSED WITH A 3" LAYER
OF SHREDDED BARK MULCH. NO PLASTIC OR IMPERMEABLE SURAFCING SHALL BE ALLOWED BENEATH MULCH.
3. INSTALL GROUNDCOVER PLANTS NO CLOSER THAN 30" FROM EDGE OF PLANTER AREA.
4. BIOSWALE PLANTING MIX: HYDROPHOLIC PLANT MIX PER SANTA CLARA VALLEY URBAN POLLUTION PROGRAM
GUIDELINES. AVOID COMPACTION DURING & POST-CONSTRUCTION. PLACE SOIL IN 12" MAX. LIFTS, WET TO
CONSOLIDATE. DO NOT MECHANICALLY TAMP OR COMPACT SOILS DURING INSTALLATION.
5. PRIOR TO ANY PLANTING OR IRRIGATION WORK, CONTRACTOR SHALL ENSURE THAT ALL LIME--TREATED SOIL HAS BEEN
REMOVED FROM PLANTER AREAS. CONTRACTOR SHALL COORDINATE W/OWNER'S REPRESENTATIVE TO TEST FOR LIME
IN PLANTER AREAS PRIOR TO COMMENCING LANDSCAPING WORK.
6. SOILS IN ALL NEW PLANTER AREAS (EXCEPT WHERE SPECIFICALLY INDICATED FOR BIOSWALE PLANTING MIX) SHALL
INCORPORATE COMPOST AT A RATE OF AT LEAST 4 CY PER 1,000 SF TO A DEPTH OF SIX INCHES (UNLESS CONTRA-
INDICATED BY A SOILS FERTILITY TEST).
Spaced @ 30" o.c. max.
2"x2"x24" STAKE
@ 30" O.C. MAX.
EMBED WATTLE INTO
GROUND SURFACE 4"±
STRAW WATTLE CHECK DAM INSTALLATION
NTS
9"Ø STRAW
WATTLE
SOIL
SURFACE
STRAW WATTLE SPACED
@ 60' O.C. MAX. - SEE
SECTION VIEW
WOOD STAKE
(TYP.)
SLOPED SIDE OF
DRAINAGE CHANNEL
FLOW FLOW
FLOW FLOW
FLOW
SECTION VIEW
6" MAX. (TYP.)
X X X X X
X X X X X X X X X
X X X
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NO PARKING
NO PARKING
NO PARKING
NO PARKING
NO
P
AR
KIN
GN
O P
AR
KIN
GN
O P
AR
KIN
G
TBM = 100.00
TOP OF PCC CURB
96.67INV
99.95EG
96.77INV
100.08EG
95.82INV
98.40EG
97.65BS
98.15TG
97.65BS
95.26INV(N)
99.08EG
99.33TG
95.61INV
98.70EG
97.65BS
94.08INV(E)
96.14INV
98.90EG
97.65BS
96.47INV
98.70EG
97.65BS
97.65BS
POINT OF CONNECTION (P.O.C.): LOCATE MAINLINE
IN PLANTER, INSTALL 2" SCH. 80 PVC BALL VALVE
@ P.O.C. & CONNECT NEW IRRIGATION FACILITIES
PER THESE PLANS
C
W
IRRIGATION IMPROVEMENTS
1" = 20'
IR
RIG
AT
IO
N IM
PR
OV
EM
EN
T P
LA
N
SHEET NUMBER:
Z:\S
HA
RE
D\R
D
RIV
E\A
CT
IV
E P
RO
JE
CT
S\E
AS
T S
ID
E U
HS
D\160290\T
AS
K 01\D
RA
WIN
GS
\160290-01_LA
ND
01.D
WG
PROJECT NUMBER:
SCALE:
DATE:
RE
VD
AT
ED
ES
CR
IP
TIO
NA
PP
DRAWN BY:
DATE
Yo
u ca
n rid
e o
n o
ur re
pu
ta
tio
n
C
orp
ora
te
O
ffice
:
3
48
5 S
acra
me
nto
D
rive
, S
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L
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bisp
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A 9
34
01
-6
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5
80
5-7
81
-2
26
5
1"= 20'
JAN. 2017
83
0 N
. C
AP
IT
OL
A
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NU
E S
AN
J
OS
E, C
A
2017 T
RA
NS
PO
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160290
L2
MPW
RAINBIRD REMOTE CONTROL VALVE (SIZE PER PLAN)PEB SERIES VALVE
3/4" SENNINGER PRESSURE REGULATORPMR-MF
TF-075 3/4" NETAFIM TECH FILTER (SEE TECHLINE NOTES)
NETAFIM TECHLINE TLDL6-12 (SEE TECHLINE NOTES)
SCHEDULE 80 PVC MAINLINE - SIZES SHOWN
SCHEDULE 40 PVC LATERAL - SIZES SHOWN
VALVE NO.
VALVE SIZE
NETAFIM FLUSHING END CAPTLFV-1
IRRIGATION LEGEND
SYM MODEL DESCRIPTION
C
DESIGN PRESSURE = 50 PSI MAX. (BEFORE PRESSURE REGULATOR); MAX. FLOW = 43 GPM
IRRIGATION NOTES:
1. ALL IRRIGATION FOR THIS SITE WILL BE ACCOMPLISHED WITH LOW-FLOW BUBBLERS SET BELOW
GRADE IN PERFORATED TUBING & DRIP-LINE BY NETAFIM. NO SPRINKLER OR ROTOR SYSTEMS WILL BE
UTILIZED.
2. IN SOME INSTANCES IRRIGATION COMPONENTS ARE SHOWN OUTSIDE OF LANDSCAPE OR PLANTER
AREAS FOR THE SAKE OF CLARITY. INSTALL ALL VALVES IN LANDSCAPE AREAS. INSTALL IRRIGATION
LATERALS AND MAINLINE IN LANDSCAPE AREAS WHENEVER POSSIBLE.
3. ALL IRRIGATION PIPE UNDER HARDSCAPE SURFACES SHALL BE INSTALLED IN SLEEVES. AS A MINIMUM
SLEEVE SHALL BE AT LEAST 2 PIPE SIZES LARGER THAN IRRIGATION LINE (IF NOT OTHERWISE
SPECIFIED ON PLANS).
4. NEW RAINBIRD IRRIGATION CONTROLLER TO BE MOUNTED ON EXTERIOR WALL OF BUILDING (FINAL
LOCATION BY OWNER). COORDINATE W/ELECTRICAL FOR POWER TO CONTROLLER.
5. INSTALL RAINBIRD WIRELESS RAIN SENSOR ON BUILDING (FINAL LOCATION BY OWNER) PER
MANUFACTURER'S RECOMMENDATIONS.
6. ALL NEW IRRIGATION VALVES TO HAVE CHRISTY STANDARD SIZE I.D. TAGS.
TECHLINE NOTES:
1. 3/4" SENNINGER PRESSURE REGULATOR AND 3/4" NETAFIM TECH-FILTER TO BE
INSTALLED TOGETHER IN A JUMBO VALVE BOX.
2. BURY NETAFIM TECHLINE 2" DEEP IN ALL PLANTER AREAS. PIN TUBING EVERY 5' MAX.
TECHLINE PLACEMENT AS SHOWN ON THE DRAWINGS IS SCHEMATIC ONLY -SEE TECHLINE
INSTALLATION DETAILS FOR PLACEMENT AROUND PLANT MATERIAL.
3. EACH TERMINATION POINT OF TECHLINE SHALL HAVE A NETAFIM FLUSHING END CAP
INSTALLED IN A 7" ROUND LANDSCAPING BOX FOR EASY ACCESS.
PC-300
RWS-B-C-1402
HUNTER PC-300 (OUTDOOR) IRRIGATION CONTROLLER (SEE NOTE 4)
RAINBIRD DEEP ROOT WATERING SYSTEM (W/BUBBLER) - 1/2 GPM
WR2 RAINBIRD WR2-RC WIRELESS RAIN SENSOR (SEE NOTE 5)
44-RC RAINBIRD QUICK COUPLER, 1"
W
