| Location: | California |
|---|---|
| Posted: | May 1, 2026 |
| Due: | May 20, 2026 |
| Agency: | Pleasant Valley School District |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | FB-26-16 |
| Publication URL: | To access bid details, please log in. |
| EROSION CONTROL FOR BMPS | YES | NO | REASON FOR NO | ||
|---|---|---|---|---|---|
| EC-1 OR SS-1 | SCHEDULING | ||||
| EC-2 OR SS-2 | PRESERVATION OF EXISTING VEGETATION | NO EXISTING VEGETATION | |||
| TEMPORARY SEDIMENT CONTROL BMPS | |||||
| SE-1 OR SC-1 | SILT FENCE | ||||
| SE-8 OR SC-8 | SANDBAG BARRIER | ||||
| TEMPORARY TRACKING CONTROL BMPS | |||||
| TC-1 | STABILIZED CONSTRUCTION ENTRANCE/EXIT | ||||
| NON-STORMWATER MANAGEMENT BMPS | |||||
| NS-1 | WATER CONSERVATION PRACTICES | ||||
| NS-2 | DEWATERING OPERATIONS | NO EXCAVATION EXPECTED | |||
| WASTE MANAGEMENT & MATERIALS POLLUTION CONTROL BMPS | |||||
| WM-1 | MATERIAL DELIVERY & STORAGE | ||||
| WM-3 | STOCKPILE MANAGEMENT | ||||
| WM-4 | SPILL PREVENTION & CONTROL | ||||
| WM-5 | SOLID WASTE MANAGEMENT | ||||
| WM-8 | CONCRETE WASTE MANAGEMENT | ||||
| WM-9 SANITARY/SEPTIC WASTE MGMT | |||||
| ADDITIONAL BMPS SELECTED | |||||
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SCOPE OF WORK
IN GENERAL THE SCOPE OF WORK INCLUDES REMOVAL OF EXISTING TREES, SHRUBS, LAS COLINAS MIDDLE SCHOOL
& MISCELLANEOUS ITEMS. PLANT NEW REPLACEMENT TREES AND SHRUBS. INSTALL
PRE-EMERGENT HERBICIDE OVER SHRUB PLANTERS AND COVER WITH 3" LAYER OF
WOOD MULCH. REPAIR LAWN IRRIGATION DAMAGED BY CONSTRUCTION WORK.
LANDSCAPE RENOVATION
APPLICABLE CODES & STANDARDS
PART 1 - 2 026 CALIFORNIA BUILDING STANDARD ADMINISTRATIVE CODE.
5750 FIELDCREST DRIVE
TITLE 24 C.C.R.
PART 2 - 2026 CALIFORNIA BUILDING CODE - TITLE 24 C.C.R.
CAMARILLO, CA 93012
CONSTRUCTION PROGRAM
A. THE CONTRACTOR SHALL IMPLEMENT A CONSTRUCTION PROGRAM THAT PREVENTS ILLICIT
CONSTRUCTION-RELATED DISCHARGES OF POLLUTANTS INTO THE MS4, IMPLEMENTS AND MAINTAINS
STRUCTURAL AND NON-STRUCTURAL BMPS TO REDUCE POLLUTANTS IN STORMWATER RUNOFF FROM
CONSTRUCTION SITES, REDUCES CONSTRUCTION SITE DISCHARGES OF POLLUTANTS FROM THE MS4
VICINITY MAP
TO THE MEP, AND PREVENTS CONSTRUCTION SITE DISCHARGES FROM THE MS4 FROM CAUSING OR
CONTRIBUTING TO A VIOLATION OF WATER QUALITY STANDARDS.
1. BMP IMPLEMENTATION - CONSTRUCTION SITES LESS THAN ONE ACRE
THE CONTRACTOR SHALL REQUIRE THE IMPLEMENTATION OF AN EFFECTIVE COMBINATION OF
EROSION AND SEDIMENT CONTROL BMP'S FROM THE COUNTY OF VENTURA STORMWATER QUALITY UPLAND ROAD
MANAGEMENT PROGRAM BEST MANAGEMENT PRACTICES FOR CONSTRUCTION SITES LESS THAN
ONE ACRE.
UPLAND
ROAD
BMPS AT CONSTRUCTION SITES LESS THAN 1 ACRE
EROSION CONTROL FOR BMPS YES NO REASON FOR NO
E
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EC-1 OR SS-1 SCHEDULING RI
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EXISTING NO EXISTING VEGETATION W OODCREEK ROAD FI E L D C R E S
MI
S SI O N O A K O S
B
A
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U L E
C
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A
R
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D
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RD.
S A N T A R
O S A
R O A D
STABILIZED CONSTRUCTION W
NO
T
N
C
-
-
S
1
TORMWATE
E
R
N
M
TR
A
A
N
N
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C
G
E
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/
M
EX
E
I
N
T
T BMPS
ADOLFO
ROAD
OODCREEK
ROAD
NS-1 WATER CONSERVATION
PRACTICES
D
NS-2 DEWATERING OPERATIONS NO EXCAVATION EXPECTED O A
WA
W
S
M
T
-
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1
MANAGEM
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ONTROL BMPS
MISSION
OAKS
BOULEVARD
ADOLFO
ROAD
S A
N T A
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S
A R
WM-3 STOCKPILE MANAGEMENT
W W M M - - 4 5 S S P O I L L I L D P W R A E S V T E E N M TI A O N N A & G C EM ON EN TR T OL CA M
H
A R S I C L H L O O OL
G
HI
WM-8 CONCRETE WASTE MANAGEMENT
WM-9 SANITARY/SEPTIC WASTE MGMT
ADDITIONAL BMPS SELECTED
SOUT
N
H
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U
T
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1 0
U
1
S 101
N T A
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S
A R O
A D
A
S N.T.S.
PONDED STORM WATER MAY BE DISCHARGED AT A CONCENTRATION OF TOTAL
SUSPENDED SOLIDS (TSS) OF 100 MG/L OR LESS
AB
A
B
.B.
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S 101
BLKG.- BLOCKING GAL. GALVANIZED
B.J.- BALCONY JOISTS HORZ. HORIZONTAL
BLK.- BLOCK L.L.V.- LONG LEG VERTICAL
BM.- BEAM L.L.H.- LONG LEG HORIZONTAL
B.N.- BOUNDRY NAIL MAX- MAXIMUM
(B)- BOTTOM MIN- MINIMUM
CLR- CLEAR M.L.- MACHINE BOLT
CMU- CONCRETE MASONRY (N)- NEW
COL.- COLUMN NTS- NOT TO SCALE
SCHEDULE OF DRAWINGS
C.J.- COLD JOINT O.C.- ON CENTER
CONC.- CONCRETE OPP.- OPPOSITE
CONN.- CONNECTION R.J.- ROOF JOIST
CONT.- CONTINUOUS R.B.- ROOF BEAM
C TO C- CENTER TO CENTER REF.- REFERENCE SHEET NO. SHEET REFERENCE SHEET TITLE
CNTRSNK- COUNTERSINK P.R.T.- PREFAB ROOF TRUSSES
DBL- DOUBLE P.O.T - PATH OF TRAVEL
DIAM- DIAMETER REINF.-REINFORCING STEEL 1 L0.1 COVER SHEET
D.F.- DOUGLAS FIR SEL. STR.- SELECT STRUCTURAL
DRWGS- DRAWINGS SHTG.- SHEATHING
(E)- EXISTING STAG- STAGGER
EA.- EACH SIM.- SIMILAR 3 L2.1 IRRIGATION PLAN
ELEV- ELEVATION S.L. - SCORE LINE
FLG.- FLANGE STD.- STANDARD 4 L2.2 IRRIGATION DETAILS & NOTES
E.J. - EXPANSION JOINT STL- STEEL
FL.- FLOOR TYP.- TYPICAL
FIN- FINISH (T)- TOP
F.F.- FLOOR JOISTS TOS- TOP OF SHEATHING
FOM- FACE OF MASONRY T.S.- TUBE SECTION
FOS- FACE OF STUD U.0.N.-UNLESS OTHERWISE NOTED
FOC- FACE OF CONCRETE W or WF- WIDE FLANGE SHAPE
HD- SIMPSON HOLDOWN W/O- WITHOUT
HT.- HEIGHT VERT.- VERTICAL
TEEHS
REVOC
2 L1.1 EXISTING CONDITIONS & REMOVALS PLAN
5 L3.1 PLANTING PLAN
PLANTER
TRASH
DUMPSTER 2 STORAGE L4.1
1 4.1
8 L4.1
6
L4.1
ETERCNOC
)E(
REMOVE (8) EXISTING ALNUS RHOMBIFOLIA (WHITE ALDER)
(E) LIGHT POLE
(E) CONCRETE
SIDEWALK
REMOVE (10) EXISTING ALNUS RHOMBIFOLIA (WHITE ALDER)
ASPHALT (E) TURF GAS
(E) TURF
(E) CONCRETE
SIDEWALK
(E) TURF
GAS VAULT
(E) TURF (E) LIGHT POLE
(E) CONCRETE
SIDEWALK
(E) TURF
(E) TURF
ASPHALT
ASPHALT
(E) TURF
(E) CONCRETE
SIDEWALK
CONCRETE
PLANTER
CONCRETE
ASPHALT ASPHALT (E) TURF
CONCRETE
(E) SOLAR PANEL OVERHANG LIMIT
HATCH SYMBOL DENOTES EXISTING PLANTER.
SOLAR PANELS CLEAR AND GRUB EXISTING SHRUB PLANTER
1 NEW
ASPHALT
NEW DAMAGED AS A RESULT OF NEW SOLAR PANEL
ASPHALT 1 (E) LIGHT
10 CONCRETE CONSTRUCTION. REFER TO LEGEND FOR DETAILS.
1 (E) BACKFLOW NEW
LANDSCAPE
B S I T C O Y R C A L G E E 1 AREA (E) SHRUB PLANTER E (E) SHRUBS
EXISTING CHAIN LINK GATE TO AS N P E H W ALT REMOVE (E) CONCRETE TO BE RENOVATED ASPHALT C R ET
BE PROTECTED IN PLACE 1 O N
2-7/8" O.D. POST C
SLEEVE W/ TS POST ELECTRICAL TRANSFORMER10 ASPHALT
NEW
7 LANDSCAPE GATE 8 7 1 R FE E N M C O I V N E G G O A N T L E Y REPLACE WITH AREA TURF CONCRETE (E) SHRUB PLANTER L K
2-7/8" O.D. POST 7 1 1 1 AS N P E H W ALT 1 REMOVE (E) CONCRETE GATE 3 L4 3 .1 4 1 TO BE RENOVATED W A
SLEEVE W/ TS POST 3 2 E
(E) TURF D
11 2-7/8" O.D. POST 1 SI
GATE 9 B P SLEEVE
C
W
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N
T
C
S
R
P
E
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T
S
E
T CONCRETE CONCRETE ( P E IP ) 4 E " O.D. 9 7 CONCRETE
T
E
CONCRETE (E) SHRUBS E
2 S - L 7 E /8 E " V O E . D W . / P T O S S P T OST 1 4" O.D. POST I N N O S T ID E E : A O D F D A G LL R E F E E N N C S E C D R E S E ID N E F S A O B F R T IC R T A O SH THE DIRT C R
SLEEVE W/ TS POST DUMPSTER STORAGE AREA, INCLUDING BOTH N
7 GATES. O GATE 10 SEE #1/L2.8 C
7
(E) C.L.
FENCE
EXISTING MASONRY WALL
1
CLASSROOMS
4" O.D. POST SLEEVE
W/ TS POST 7 CONCRETE
4" O.D. POST (E) TURF
SLEEVE W/ TS POST
DIRT CLASSROOM
(E) TUBE FENCING W/
EXISTING CHAIN LINK FENCE CONCRETE MOW STRIP PROTECT IN PLACE
(E) TURF
ASPHALT
LANDSCAPE REMOVALS LEGEND
BOTANICAL NAME / QUANTITY DESCRIPTION
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SYMBOL
COMMON NAME
EXISTING TREES:
ALNUS RHOMBIFOLIA 18 REMOVE AS PER PLAN
STANDARD SINGLE TRUNK /
WHITE ALDER
SYMBOL AREA DESCRIPTION
CLEAR AND GRUB EXISTING SHRUB PLANTING AREA:
9,400 SF CLEAR AND GRUB ANY EXISTING / REMAINING VEGETATION. FINE GRADE
EXPOSED SOIL TO A SMOOTH UNIFORM SURFACE WITH POSITIVE DRAINAGE.
ROTO-TILL AND PREP SOIL AS PER PROJECT SPECIFICATIONS.
SNOITIDNOC
GNITSIXE
NALP
SLAVOMER
&
| SYMBOL | DESCRIPTION | MANUFACTURER | MODEL | REMARKS | DETAIL / SHEET | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| (E) SLEEVING | PACIFIC / P.W. EAGLE CLA | SS 200 PVC SOLV. WELD | 24" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH - REFER TO SLEEVING SCHEDULE THIS SHEE | T N.A. | |||||||
| (E) MAINLINE (3"& LARGER) | PACIFIC / P.W. EAGLE GAS | KETED, IPS,PR200,SDR21 | 18"-24" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH | N.A. | |||||||
| (E) MAINLINE(2-1/2"& SMALLER) | PACIFIC / P.W. EAGLE SCH | 40 PVC SOLV. WELD | 18"-24" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH | N.A. | |||||||
| (E) PVC LATERAL | PACIFIC / P.W. EAGLE CL. | 200 & SCH. 40 PVC SOLV. WELD | 12" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH - PROTECT IN PLACE | N.A. | |||||||
| NEW PVC LATERAL | PACIFIC / P.W. EAGLE SCH | 40 PVC SOLV. WELD | 12" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH | 1 / L2.2 | |||||||
| POLYETHYLENE DRIP TUBING | RAIN BIRD / EQUAL XBS | 940G500 SERIES OR EQUAL | 3/4" POLYETHYLENE DRIP TUBING SECURED TO FINISH GRADE W/ TUBING STAKES SPACED 5'-0" O.C. | 3, 4, 5 / L2.2 | |||||||
| M | (E) WATER METER | UNKNOWN 2" S | IZE | DEDICATED IRRIGATION ONLY USE - PROTECT IN PLACE | N.A. | ||||||
| (E) QUICK COUPLER | BUCKNER QB4 | 4RC-10 | 1" SIZE, RUBBER COVER, BRASS, INSTALLED IN A VALVE BOX | N.A. | |||||||
| (E) REMOTE CONTROL VALVE | WEATHERMATIC MAX | -DW SERIES | GLASS-NYLON VALVE BODY - 220 PSI RATING - IN RECTANGULAR VALVE BOX | N.A. | |||||||
| (E) REMOTE CONTROL VALVE | WEATHERMATIC MAX | -DW-XPR SERIES | PRESSURE REGULATING GLASS-NYLON VALVE - 220 PSI RATING - IN JUMBO VALVE BOX | N.A. | |||||||
| (E) DRIP REMOTE CONTROL VALVE ASSEMBLY | WEATHERMATIC / MAX RAIN BIRD PRB | -DW-10 / WITH RAIN BIRD -QKCHK-100 FILTER | INSTALL 1" PVC BALL VALVE, (1") MAX-DW-10 REMOTE CONTROL VALVE, AND RAIN BIRD PRB-QKCHK-100 PRESSURE COMPENSATING DRIP FILTER IN A JUMBO VALVE BOX | N.A. | |||||||
| (E) DUCTILE IRON GATE VALVE MAINLINES 2" & LARGER | NIBCO F-61 | 9RW-SON | LINE SIZE, DUCTILE IRON EPOXY COATED FLANGED GATE VALVE WITH OPERATING NUT - INSTALLED IN A STANDARD RECTANGULAR VALVE BOX. INSTALL GATE VALVES ON MAINLINES 2" SIZE OR LARGER. | N.A. | |||||||
| PSI R | AD GPM | GPM GPM | GPM GP | M GPM | |||||||
| F T | QTT | H T | Q | F | TQ TT | H T | Q | ||||
| POP UP TURF SPRAY POP UP TURF SPRAY | RAIN BIRD 1806 RAIN BIRD 1806 | SAM-PRS-15-HE-VAN SERIES SAM-PRS-12-HE-VAN SERIES | 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE | 30 1 30 1 | 5 3.70 2 2.37 | 2.78 2.32 1.77 1.43 | 1.85 1.39 1.08 0.8 | 0.93 2 / L2.2 4 0.59 2 / L2.2 | |||
| POP UP TURF SPRAY POP UP TURF SPRAY DRIP EMITTER | RAIN BIRD 1806 RAIN BIRD 1806 RAIN BIRD XB2 | SAM-PRS-10-HE-VAN SERIES SAM-PRS-8-HE-VAN SERIES 0PC | 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 2 GPH, PRESSURE COMPENSATING, BARBED INLET INSTALL (2) EMITTERS PER EACH SHRUB, BOTH NEW AND EXISTING. INSTALL (3) EMITTERS FOR EACH LOROPETALUM SHRUBS | 30 1 30 30 | 0 1.78 8 1.17 1 0.03 | 1.34 1.12 0.88 0.74 | 0.89 0.6 0.59 0.4 | 7 0.45 2 / L2.2 4 0.29 2 / L2.2 3, 4, 5 / L2.2 |
PLANTER
TRASH DUMPSTER 2 STORAGE L4.1
8 L4.1
6 L4.1
ETERCNOC )E(
(E) 2" POTABLE WATER METER FOR IRRIGATION ONLY.
(E) CONCRETE SIDEWALK
ASPHALT M (E) CONCRETE
SIDEWALK
EXISTING 4" IRRIGATION
MAINLINE TO REMAIN
(E) CONCRETE SIDEWALK
ASPHALT
1 H - - 1 2 /2 9 " 40 (E) CONCRETE SIDEWALK
CONCRETE
ASPHALT
PLANTER
CONCRETE
CONCRETE
(E) SOLAR PANEL OVERHANG LIMIT
1 NEW ASPHALT
AS N P E H W ALT 1 (E) LIGHT 1/2 1/2 (E) SHRUBS
10 1 (E) BACKFLOW NEW 1/2
LANDSCAPE E B X E I S P T R I O N T G E C C H T A E I D N I L N I N P K L A G C A E TE TO S 2- L 7 E /8 E " V O E . D W . / P T O S S P T OST 1 B S I T C O Y R C A L G E E ELECTRICAL TRA A N S N S P F E H O W A R LT MER1 1 0 REMOVE (E A ) N R C E E O W A NCRETE 1/2 1/2 3 3 /4 /4 1 1/ 4 1 1/2 ASPHALT CONCRETE H- 2 2 " 2 98 H- 1 2 " 3 DRIP C O N C R ET E (E) C.L. GAT 2 E -7 / 8 8" O.D. POST 7 7 7 1 ( M E 1 A ) I 4 N " L I1R IN R E I R F 1 G E E TN M C A O O I V N T E G R G I O A O A N S E T N L P E N Y E H M W R A E L A T PL I A N CE WIT 1 H REM 4 OV " E L A (E N A ) D C R S O E C A N A C P R E ETE 1/2 1/2 3/4 TURF 4" 2 3/4 21/2 1 G / A 2 TE 3 L4 3 .1 4 1 4" 1/2 ASPHALT FENCE W A L K SLEEVE W/ TS POST E
D 11 2-7/8" O.D. POST 1/2 1/2 1 SI GATE 9 B P SLEEVE
C
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CONCRETE E 2 S - L 7 E /8 E " V O E . D W . / P T O S S P T OST 1 4" O.D. POST I N N O S T ID E E : A O D F D A G LL R E F E E N N C S E C D R E S E ID N E F S A O B F R T IC R T A O SH THE DIRT (E) SHRUBS C R
SLEEVE W/ TS POST DUMPSTER STORAGE AREA, INCLUDING BOTH N
7 GATES. O GATE 10 SEE #1/L2.8 C
7
EXISTING MASONRY WALL
1
CLASSROOMS
4" O.D. POST SLEEVE 2
W/ TS POST 7 CONCRETE
4" O.D. POST 21/2
SLEEVE W/ TS POST 2
DIRT CLASSROOM
11/2
EXISTING CHAIN LINK FENCE (E) TUBE FENCING W/
PROTECT IN PLACE CONCRETE MOW STRIP
(E) TURF 11/4
(E) TURF
ASPHALT 44 H-24
1-1/2"
ADMINISTRATION
DIRT
11/4
SYMBOL DENOTES PROPOSED LOCATIONS OF
(14) NEW 36" BOX TREES. FIELD VERIFY EXACT
LOCATIONS WITH P.V.S.D. REPRESENTATIVE.
(E) 2" WATER METER FOR POTABLE USE ONLY.
3/4 3/4 3/4
1
1/2 4" 1 H-28 37
1/2 GAS M 1 11/4 2 B 11/4 1-1/2"
3/4 3/4 1
11/4
1 1 2 EXISTING MAINLINE
1/2 1/2 1/2 1 11/4 11/4 11/4 2 2 2 1
2
3/4
3/4
2 2 AND WIRE SLEEVE.
1/2 11/4 1/2 11/4
2
3/4 1/2
1
1 11/2
1/2
3/4
1/2
B
6
IN
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H B 1 3/4
1 11/2
3/4
1 4" REPAIR DAMAGE AS A RESULT TO NEW 2/ 1/2 1/2 11/2
1
PARKING LOT CONSTRUCTION. RECONNECT 3/4 11/2
N TO EW R E P - V E C S T L A A B T L E I R S A H L A S W TO A T E E X R IS S T U IN P G P L P Y V T C O L A A T L E L RALS 2/ 1 1/2 1/2 3/4 1 1 11/2 11/2 1 1 3/4
NEW AND EXISTING SPRINKLER HEADS WITHIN 1/2 11/4 3/4
1 3/4 T I
(
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N A R C E O A V E T R O A M G A E I N O T V A E IN R H LA E W AD N - T A O R - E H A E . AD B 1/2 11/4 1 1
1
3/4
3/4
1/2 1/2
3/4 1/2
APPROXIMATE LOCATION OF 32 H-27 3/4 1/2 3/4
B 1/2
4" EXISTING IRRIGATION MAINLINE 1-1/2"
APPROXIMATE LOCATION OF (E) WIRE
1/2 3/4
SUPPLYING TURF PLANTERS 3/4
SLEEVE SERVICING R.C.V.'S 1/2
26 H-26 `H-26' TO `H-29'. VERIFY IN THE FIELD B INSTALL NEW SCH. 40 PVC LATERALS WITH B 1
B WITH P.V.S.D. REPRESENTATIVE. 6" POP UP SPRAY HEADS AND NOZZLES TO 1
1-1/2"
REPAIR DAMAGE AS A RESULT TO NEW 1/2
PARKING LOT CONSTRUCTION. RECONNECT 1
DRIP
N
TO
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P
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V
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C
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A
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B
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L A
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RALS 1 CONCRETE
SYSTEM NEW AND EXISTING SPRINKLER HEADS WITHIN 4 1
THE LAWN AREA TO MAINTAIN HEAD-TO-HEAD 1
1/
SOLAR PANELS
P
CONCRETE I
(
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A
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N COVERAGE OVER LAWN AREA.
1/ 4
1 4 1/ (E) EV-CAB-SEN NEW ADDITIONAL 1/2 3/4 1/2 1/2 1 CONNECT TO FLOW SENSOR CABLE TURF AREA 4 (E) TUBING 4" IN CONDUIT 11/4 A 1 1/ 3/4 S 4" 3/4 11/2 4
B V A A L L L VES E 3/4 11/4 11/4 4" S 3/4 3/4 1
1/
11/4 1 1/ 4 3/4
2 4" 3/4 3/4
3/4 3/4 3/4
3/4
2
68 H-25 3/4 3/4
1
2" 4"
3 2" 3/4 2
3/4
2"
(E) GATE 3/4 CONNECT TO
(E) TUBING
VALVE
2"
(E) QUICK
COUPLER
PROJECT KEY NOTES IRRIGATION LEGEND
SYMBOL DESCRIPTION MANUFACTURER MODEL REMARKS DETAIL / SHEET
SYMBOL DESCRIPTION
(E) SLEEVING PACIFIC / P.W. EAGLE CLASS 200 PVC SOLV. WELD 24" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH - REFER TO SLEEVING SCHEDULE THIS SHEET N.A.
(E) MAINLINE (3"& LARGER) PACIFIC / P.W. EAGLE GASKETED, IPS,PR200,SDR21 18"-24" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH N.A.
REINSTALL NEW 3" POLYETHYLENE DRIP TUBING ON GRADE CONNECTED TO (E) R.C.V. `H-23' FOR NEW SHRUB PLANTING:
A 4 (E) MAINLINE(2-1/2"& SMALLER) PACIFIC / P.W. EAGLE SCH 40 PVC SOLV. WELD 18"-24" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH N.A.
FIELD VERIFY THE EXACT LOCATION OF (E) DRIP REMOTE CONTROL VALVE ASSEMBLY `H-23'. THE RECENT SOLAR PANEL CONSTRUCTION
(E) PVC LATERAL PACIFIC / P.W. EAGLE CL. 200 & SCH. 40 PVC SOLV. WELD 12" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH - PROTECT IN PLACE N.A.
WORK HAS SEVERELY DAMAGED THE (E) ON-GRADE POLYETHYLENE DRIP TUBING SYSTEM. REMOVE AND DISPOSE OF ALL EXISTING 1" and
2 NEW PVC LATERAL PACIFIC / P.W. EAGLE SCH 40 PVC SOLV. WELD 12" BELOW GRADE - FIELD VERIFY EXACT LOCATION AND DEPTH 1 / L2.2
3" POLYETHYLENE DRIP TUBING DAMAGED AS A RESULT OF THE SOLAR PANEL CONSTRUCTION WORK. STARTING FROM THE DISCHARGE
4 POLYETHYLENE DRIP TUBING RAIN BIRD / EQUAL XBS940G500 SERIES OR EQUAL 3/4" POLYETHYLENE DRIP TUBING SECURED TO FINISH GRADE W/ TUBING STAKES SPACED 5'-0" O.C. 3, 4, 5 / L2.2
SIDE OF THE (E) 1" DRIP REMOTE CONTROL VALVE, TRENCH AND INSTALL A 1" SCH. 40 PVC LATERAL AS PER IRRIGATION PLAN TO SUPPLY
NEW 3" POLYETHYLENE DRIP TUBING RUNS. THERE ARE A TOTAL OF (65) NEW 5-GALLON SHRUBS THAT WILL BE PLANTED IN THIS AREA AS
4
PART OF THE SCOPE OF WORK. CONTRACTOR SHALL PURCHASE THE PLANTS AS PER PLANTING PLAN AND HAVE THEM DELIVERED AND
M (E) WATER METER UNKNOWN 2" SIZE DEDICATED IRRIGATION ONLY USE - PROTECT IN PLACE N.A.
OFFLOADED ONTO THE SITE. CONTRACTOR SHALL SPOT THE PLANTS IN THE FIELD WITH THE PVSD REPRESENTATIVE. ONCE THE PLANT
LAYOUT HAS BEEN APPROVED AND ALL SHRUBS PLANTED, THE CONTRACTOR SHALL INSTALL 3" POLYETHYLENE DRIP TUBING RUNS (E) QUICK COUPLER BUCKNER QB44RC-10 1" SIZE, RUBBER COVER, BRASS, INSTALLED IN A VALVE BOX N.A.
4
ORIGINATING FROM THE 1" PVC BURIED LATERAL TO SUPPLY WATER TO THE NEW SHRUBS. THE CONTRACTOR SHALL FIELD ADJUST THE 3' (E) REMOTE CONTROL VALVE WEATHERMATIC MAX-DW SERIES GLASS-NYLON VALVE BODY - 220 PSI RATING - IN RECTANGULAR VALVE BOX N.A.
4 POLYETHYLENE TUBING RUNS AS NEEDED IN THE FIELD TO PROVIDE WATER FOR THE NEW SHRUBS. SECURE THE TUBING TO FINISH (E) REMOTE CONTROL VALVE WEATHERMATIC MAX-DW-XPR SERIES PRESSURE REGULATING GLASS-NYLON VALVE - 220 PSI RATING - IN JUMBO VALVE BOX N.A.
GRADE WITH GPH IRRIGATION `TOUGH AS NAILS' DRIP TUBING STAKES SPACED 5'-0" O.C. PURCHASE AND INSTALL (2) 2 GPH PRESSURE (E) DRIP REMOTE CONTROL WEATHERMATIC / MAX-DW-10 / WITH RAIN BIRD INSTALL 1" PVC BALL VALVE, (1") MAX-DW-10 REMOTE CONTROL VALVE, AND RAIN BIRD
N.A.
COMPENSATION DRIP EMITTERS FOR EACH SHRUB, RAIN BIRD MODEL `XB20PC'. PURCHASE AND INSTALL (3) 2 GPH PRESSURE VALVE ASSEMBLY RAIN BIRD PRB-QKCHK-100 FILTER PRB-QKCHK-100 PRESSURE COMPENSATING DRIP FILTER IN A JUMBO VALVE BOX
COMPENSATING DRIP EMITTERS FOR EACH LORAPETALUM SHRUB. THERE ARE SOME PERIMETER SHRUB PLANTERS THAT WERE NOT
(E) DUCTILE IRON GATE VALVE LINE SIZE, DUCTILE IRON EPOXY COATED FLANGED GATE VALVE WITH OPERATING NUT - INSTALLED IN A
DAMAGED AS A RESULT OF THE SOLAR PANEL WORK. FIELD VERIFY THE EXISTING CONDITIONS AND LOCATIONS OF THE REMAINING DRIP MAINLINES 2" & LARGER NIBCO F-619RW-SON STANDARD RECTANGULAR VALVE BOX. INSTALL GATE VALVES ON MAINLINES 2" SIZE OR LARGER. N.A.
TUBING SUPPLYING THESE PLANTS WITH WATER WITH THE P.V.S.D. REPRESENTATIVE ON SITE. CUT TUBING THAT DELIVERS WATER TO
THE REMAINING (E) PLANTS THAT ARE IDENTIFIED BY THE P.V.S.D. REPRESENTATIVE TO BE PROTECTED IN PLACE. INSTALL NEW DRIP
FITTINGS AND TUBING SEGMENTS AS NEEDED TO RECONNECT THESE SEVERED TUBING SEGMENTS AND RE-SUPPLY THE EXISTING SHRUB PSI RAD GPM GPM GPM GPM GPM GPM
DRIP EMITTERS WITH WATER. FIELD VERIFY THAT ALL (E) DRIP EMITTERS ARE WORKING. REPLACE ANY THAT ARE CLOGGED. F TQTT H T Q F TQ TT H T Q
INSTALL NEW POP UP LAWN SPRAY HEADS ON (E) R.C.V.'S `H-26', `H-27', `H-28', AND `H-29' AND LATERALS: POP UP TURF SPRAY RAIN BIRD 1806SAM-PRS-15-HE-VAN SERIES 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 30 15 3.70 2.78 2.32 1.85 1.39 0.93 2 / L2.2
B
THE SCHOOL PARKING LOT HAS BEEN RENOVATED WITH NEW CONCRETE CURBS AND GUTTERS WITH NEW ASPHALT. THIS WORK HAS POP UP TURF SPRAY RAIN BIRD 1806SAM-PRS-12-HE-VAN SERIES 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 30 12 2.37 1.77 1.43 1.08 0.84 0.59 2 / L2.2
CAUSED DAMAGE TO THE (E) POP UP LAWN SPRINKLERS AND (E) PVC LATERALS ALONG THE PARKING LOT INNER EDGE. FIELD VERIFY POP UP TURF SPRAY RAIN BIRD 1806SAM-PRS-10-HE-VAN SERIES 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 30 10 1.78 1.34 1.12 0.89 0.67 0.45 2 / L2.2
THE EXACT LOCATIONS OF (E) R.C.V.'S `H-26', `H-27', `H-28', AND `H-29'. CUT AND REMOVE ANY REMAINING DAMAGED PVC LATERAL
POP UP TURF SPRAY RAIN BIRD 1806SAM-PRS-8-HE-VAN SERIES 6" POP UP RISER, 30.0 PSI PRESSURE REGULATING, CHECK VALVE 30 8 1.17 0.88 0.74 0.59 0.44 0.29 2 / L2.2
SEGMENTS OR SPRINKLER HEADS DAMAGED DUE TO NEW CONSTRUCTION. TRENCH AND INSTALL NEW SCH. 40 PVC LATERAL PIPING
2 GPH, PRESSURE COMPENSATING, BARBED INLET
WITH NEW POP UP LAWN SPRAY HEADS TO REPAIR THE DAMAGED TURF AREAS AS PER PLAN. RECONNECT ANY EXISTING PVC LATERAL
DRIP EMITTER RAIN BIRD XB20PC INSTALL (2) EMITTERS PER EACH SHRUB, BOTH NEW AND EXISTING. 30 1 0.03 3, 4, 5 / L2.2
SEVERED DURING CONSTRUCTION ONTO NEW PVC LATERAL PIPING. INSTALL RAIN BIRD HE-VAN ADJUSTABLE NOZZLES AND SET ARC
INSTALL (3) EMITTERS FOR EACH LOROPETALUM SHRUBS
PATTERN TO AVOID ANY OVER SPRAY ONTO ADJACENT PAVEMENT. 2" PVC SLEEVES HAVE BEEN INSTALLED BY THE PAVING
CONTRACTOR TO ALLOW FOR EASY ACCESS INTO PLANTING AREAS NOW SEPARATED BY NEW CONCRETE GUTTERS.
(E) REMOTE CONTROL VALVE KEY
GALLONS PER AUTO CONTROLLER /
MINUTE
STATION NUMBER
H-28 37
B
1-1/2"
IRRIGATION KEY
NOTE REFERENCE
(E) REMOTE
CONTROL VALVE
SIZE
L2.1
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NOTE:
SEE SHEET L2.2 FOR IRRIGATION DETAILS AND NOTES.
| BACKFILLED TRENCH NO ROCKS OVER 1" DIAMETER 3" BLUE COLORED DETECTABLE MARKING TAPE `IRRIGATION WATER' CHRISTY MODEL `TA-DT-3-BIRR' INSTALLED 12" BELOW GRADE DIRECTLY OVER IRRIGATION MAINLINE OR OVER SLEEVES UNDER PAVING. FINISH GRADE LATERAL DEPTH 12" MINIMUM REP RETEMAID MAINLINE DEPTH SA 24" MINIMUM SEIRAV 2" CLEAR SLEEVING DEPTH EPIP 24" MINIMUM MIN. 14 - GAUGE WIRES SHALL BE TAPED INTO A BUNDLE AND TAPED TO MAINLINE AT INTERVALS OF 10'-0" O.C. PVC IRRIGATION MAINLINE SIZED AS PER PLAN. PVC MAINLINE AND LATERAL LINES SHALL NOT BE STACKED ON TOP OF EACH OTHER IN THE SAME TRENCH. MAINTAIN A MINIMUM OF 2" OFFSET FOR ALL PIPING IN SAME TRENCH. BOTTOM OF TRENCH SHALL BE CLEAR OF ROCK OR ANY ABRASIVE MATERIALS. | POP UP RISER AS PER IRRIGATION LEGEND FRUT BURHS NI 3" OFFSET WHEN INSTALLED NEXT SAERA HSULF TO CONCRETE SIDEWALK OR ANY NI PAVED SURFACE "1 FINISH GRADE SIDEWALK, CURB, ETC. 3" "21 POP UP BODY AS REQ'D TWO 1/2" SCH. 40 SEE IRRIGATION LEGEND PVC STREET ELBOWS 1/2" PVC SCH. 80 NIPPLE - 8" LONG LATERAL LINE SWING JOINT ASSEMBLY (1) 1/2" SCH. 40 STREET ELBOW PVC FITTING | 1/2" POLYETHYLENE TUBING INSTALLED ON GRADE 9" LONG GPH IRRIGATION `TOUGH S NAILS' STAPLE INSTALLED 10'-0" O.C. OVER TUBING TO SECURE TO FINISH GRADE. SCH. 40 PVC SLIP TEE, 3/4" X 3/4" X 3/4" 3/4" SLIP X 3/4" DRIP TUBE COMPRESSION FITTING (1) 9" LONG GPH IRRIGATION `TOUGH AS NAILS' STAPLE INSTALLED ON BOTH SIDES OF SCH. 40 TEE FITTING (2) BARBED DRIP EMITTERS POSITIONED ON OPPOSING SIDES OF PLANT ROOT BALL. FINISH GRADE 10'-0" ON CENTER FIGURE `8' PLASTIC DRIP TUBING END CAP 12" 3/4" PVC LATERAL SEGMENT SCH. 40 PVC LATERAL PIPE SIZE AS PER PLAN SCH. 40 PVC SLIP TEE FITTING | INSTALL GPH IRRIGATION `TOUGH AS NAILS' 9" LONG STAPLES 10'-0" O.C. OVER DRIP TUBING IN BETWEEN PLANT LOCATIONS TO SECURE TUBING IN PLACE. DRIP EMITTER (TYPICAL) DRIP LINE OF TWO PER SHRUB TREE OR SHRUB SPACE ON OPPOSITE SIDES ON ROOT BALL. EDGE OF PLANT EMITTER INSTALLED OVER ROOT BALL EDGE OF ROOT BALL. FIGURE `8' PLASTIC TUBING END CLAMP CENTER OF SHRUB INSTALL 3/4" POLYETHYLENE TUBING ON GRADE SECURED TO FINISH GRADE WITH 9" LONG GPH IRRIGATION `TOUGH AS NAILS' STAPLES AT 10' O.C. INSTALL (2) GPH IRRIGATION 9" LONG `TOUGH AS NAILS' STAPLES OVER TUBING ON EACH SIDE OF PLANT ROOT BALL TO SECURE DRIP EMITTERS IN PLACE OVER EDGE OF ROOT BALL. | ||||
|---|---|---|---|---|---|---|---|
| 1 | IRRIGATION PIPING TRENCH SECTION N.T.S. | 2 | POP UP SPRAY HEAD N.T.S. | 3 | PVC LATERAL TO 3/4" POLYETHYLENE DRIP TUBING SECTION N.T.S. | 4 | BARBED DRIP EMITTER ON POLYETHYLENE TUBING N.T.S. |
| DRIP EMITTER PLANT TUBING STAKE 1/4" POLYETHELENE DISTRIBUTION TUBING FINISH GRADE 3/4" DRIP TUBING ROOT 9" LONG BLACK GPH IRRIGATION BALL TUBING STAKE MODEL`TOUGH AS NAILS'. 1 @ EACH BARB CONNECTOR 1 @ 10'-0" O.C. ALONG 3/4" DRIP TUBING LENGTH. BARB CONNECTOR | |||||||
| 5 | DRIP EMITTER ON GRADE WITH 1/4" DISTRIBUTION TUBING N.T.S. |
| MIN. | ||||||||||||||
L2.2
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BACKFILLED TRENCH
NO ROCKS OVER 1" DIAMETER
14 - GAUGE WIRES SHALL BE TAPED INTO A BUNDLE
AND TAPED TO MAINLINE AT INTERVALS OF 10'-0" O.C.
1 IRRIGATION PIPING TRENCH SECTION N.T.S. 2 3 N.T.S. 4
PLEASANT VALLEY SCHOOL DISTRICT STANDARD IRRIGATION NOTES
1. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR AND THE PLEASANT VALLEY SCHOOL DISTRICT (P.V.S.D.) REPRESENTATIVE SHALL PARTICIPATE IN A THOROUGH IRRIGATION SYSTEM REVIEW OF THE PROJECT
SITE. ALL REMOTE CONTROL VALVES SHALL BE TURNED ON AND OBSERVED IN OPERATION BY BOTH THE CONTRACTOR AND P.V.S.D. REPRESENTATIVE. ANY EXISTING DEFECTS WILL BE LISTED IN DETAIL
IDENTIFYING THE SPECIFIC VALVE STATION NUMBER AND DESCRIBING THE EXACT BROKEN OR NON FUNCTIONING IRRIGATION COMPONENT NOTED DURING THE SITE REVIEW. AT THE CONCLUSION OF THE
IRRIGATION REVIEW, THE CONTRACTOR SHALL GENERATE A SUMMARY OF THE ITEMS IDENTIFIED BY BOTH PARTIES LISTING ALL REMOTE CONTROL VALVES OPERATED, IDENTIFYING IF THE VALVE PERFORMED
WITHOUT ANY DEFECTS OR SPECIFICALLY IDENTIFYING ANY OBSERVED DEFECTS OR NON FUNCTIONING COMPONENTS, SUCH AS BROKEN HEADS, CLOGGED NOZZLES, NON OPERATING VALVE SOLENOID, BROKEN
PIPING, OR OTHER NOTED DEFECT. THE COMPLETED SUMMARY OF ITEMS NOTED SHALL BE LISTED ON A DOCUMENT CALLED `EXISTING IRRIGATION SYSTEM OBSERVATIONS'. THIS DOCUMENT SHALL BE SIGNED
BY THE CONTRACTOR AND SUBMITTED TO THE P.V.S.D. REPRESENTATIVE FOR A CONFIRMING SIGNATURE. THE MUTUALLY SIGNED `EXISTING IRRIGATION SYSTEM OBSERVATIONS DOCUMENT' SHALL BE SENT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR INSPECTION PURPOSES AT THE CONCLUSION OF THE CONSTRUCTION WORK. IF REQUESTED BY THE P.V.S.D. REPRESENTATIVE, THE CONTRACTOR SHALL
PROVIDE A LIST OF THE EXISTING DEFECTIVE IRRIGATION COMPONENTS NOTED WITH A DETAILED WRITTEN PROPOSAL TO REPAIR EACH ITEM IDENTIFIED ON THE LIST. A COPY OF THIS PROPOSAL WILL BE SENT
TO THE LANDSCAPE ARCHITECT. THIS ADDITIONAL WORK PROPOSAL MUST BE REVIEWED AND APPROVED IN WRITING BY THE P.V.S.D. STAFF AND FORMALLY PRESENTED TO THE GENERAL CONTRACTOR BEFORE
THE LANDSCAPE SUB-CONTRACTOR CAN BEGIN ANY ADDITIONAL REPAIR WORK. THE MUTUALLY SIGNED `EXISTING IRRIGATION SYSTEM OBSERVATION DOCUMENT' SHALL BE USED AS A GUIDE TO IDENTIFY ANY
COLLATERAL DAMAGE CAUSED TO THE EXISTING IRRIGATION SYSTEM AS A RESULT OF NEW CONSTRUCTION PERFORMED ON SITE BY THE CONTRACTORS. ANY DAMAGE CAUSED TO THE EXISTING IRRIGATION
SYSTEM NOT SPECIFICALLY IDENTIFIED ON THE `EXISTING IRRIGATION SYSTEM OBSERVATION DOCUMENT' SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THAT THE
CONTRACTOR DOES NOT PARTICIPATE OR PERFORM THE EXISTING IRRIGATION SITE REVIEW, ANY EXISTING IRRIGATION EQUIPMENT OR COMPONENTS DAMAGED ON THE PROJECT SITE NOTED BY THE
LANDSCAPE ARCHITECT DURING THE FINAL IRRIGATION SYSTEM REVIEW SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR EXPENSE AND TO THE SATISFACTION OF THE P.V.S.D.
REPRESENTATIVE.
2. FIELD VERIFY EXISTING STATIC WATER PRESSURE AND NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK.
3. CONTACT DIG ALERT AT 1-800-227-2600 TO IDENTIFY AND LOCATE ALL ON-SITE UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE WITH THE PLEASANT VALLEY SCHOOL DISTRICT
(P.V.S.D.) REPRESENTATIVE AND REVIEW THE EXISTING SITE PRIOR TO BEGINNING WORK TO AVOID CONFLICTS WITH FUTURE CONSTRUCTION PROJECTS SCHEDULED ON SITE.
4. PROTECT IN PLACE AND KEEP IN WORKING CONDITION ALL EXISTING IRRIGATION SYSTEMS NOT A PART OF THIS WORK. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING MAINLINE SEGMENT, LATERAL,
IRRIGATION CONTROL WIRE, HYDRAULIC TUBING, REMOTE CONTROL VALVE, VALVE BOX, QUICK COUPLER, OR ANY OTHER IRRIGATION SYSTEM COMPONENT DAMAGED DURING THE RENOVATION PROCESS.
ADJACENT FUNCTIONING IRRIGATION SYSTEM COMPONENTS MUST BE KEPT IN WORKING CONDITION TO MAINTAIN THE HEALTH AND VIGOR OF THE EXISTING TURF AND LANDSCAPE PLANTINGS. PROLONGED LACK
OF WATER TO THESE PLANTERS AS A RESULT OF NEW CONSTRUCTION WORK THAT RESULTS IN THE LOSS OF TURF OR PLANTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR COST AND TO THE
SATISFACTION OF THE P.V.S.D.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TRENCH SETTLING OR IRRIGATION HEAD SETTLING. ALL TRENCHES WILL BE BACK FILLED WITH CLEAN SOIL, COMPACTED AND PLANTED WITH APPROVED SEED
OR PLANT MATERIAL AS PER PLAN. ALL HEADS THAT SETTLE WILL BE RAISED TO 1/2" ABOVE FINISH GRADE OR AS DIRECTED BY EITHER THE LANDSCAPE ARCHITECT OR P.V.S.D. REPRESENTATIVE. PROVIDE
ADDITIONAL SOIL AS NECESSARY AND HAND TAMP AROUND HEAD TO PREVENT FUTURE SETTLING.
6. SLEEVE ALL PVC IRRIGATION PIPES AND WIRES INSTALLED UNDER PAVING. WIRES SHALL BE ENCLOSED IN SCH. 40 PVC ELECTRICAL CONDUIT SIZED BY THE CONTRACTOR, NO LESS THAN 2" IN SIZE. MAINLINE
SLEEVES SHALL BE SIZED AS PER LEGEND ON PLAN. SEE SPECIFICATIONS AND IRRIGATION SLEEVING SCHEDULE FOR ADDITIONAL INFORMATION.
7. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN LANDSCAPE PLANTERS WHENEVER POSSIBLE.
8. ALL SPRINKLER HEADS SPECIFIED ON THIS PROJECT ARE EQUIPPED WITH FACTORY INSTALLED CHECK VALVES IN THE SPRINKLER BODY. IN THE EVENT THAT LOW HEAD DRAINAGE STILL OCCURS, THE
CONTRACTOR SHALL INSTALL INLINE SWING CHECK OR SPRING LOADED CHECK VALVES ON THE PVC LATERALS TO PREVENT LOW HEAD DRAINAGE. ANY INLINE CHECK VALVE INSTALLED ON PVC LATERALS MUST
BE FURNISHED WITH A 10" ROUND PLASTIC VALVE BOX WITH A LOCKING GREEN PLASTIC LID.
9. ALL VALVE BOXES INSTALLED IN CONCRETE OR ASPHALT PAVING SHALL BE TRAFFIC RATED CONCRETE BOXES (13-1/4"W X 24-1/4"L X 12"D) WITH CONCRETE LIDS. BOXES SHALL BE MANUFACTURED BY OLDCASTLE
PRE-CAST, BOX MODEL N30BOX, LID MODEL B30D, CONCRETE BOX EXTENSION MODEL B30X12, OR CHRISTY CONCRETE BOX EQUIVALENT. ALL RECTANGULAR PLASTIC VALVE BOXES SHALL HAVE THE MINIMUM
DIMENSIONS OF (14-1/2"W X 19-1/2"L X 12-1/4"H) AND SHALL HAVE GREEN LOCKING PLASTIC LIDS. THE CONTRACTOR SHALL INCLUDE WITH THE COST OF THE PROJECT ANY PLASTIC VALVE BOX EXTENSION THAT
MIGHT BE REQUIRED TO COMPLETE THE VALVE INSTALLATION AS PART OF THE BASE BID. PLASTIC BOX MANUFACTURER'S AND MODEL NUMBERS SHALL BE CARSON MODEL 1419-12 WITH 1419-4B `T-STYLE GREEN
LID', APPLIED ENGINEERING PRODUCTS MODEL 1015T-1G2G, OR NDS MANUFACTURING APPROVED EQUAL.
10. USE ONLY SCH. 80 PVC NIPPLES WHEN INSTALLING VALVES REQUIRING THREADED FITTINGS. SCH. 40 PVC MALE ADAPTERS SHALL NOT BE USED ON ANY VALVE ASSEMBLY CONNECTED TO A PRESSURIZED
MAINLINE.
11. MAKE ALL REQUIRED ADJUSTMENTS TO BOTH EXISTING AND NEW SPRINKLER HEADS TO PREVENT ANY IRRIGATION WATER FROM OVER SPRAYING ON TO ADJACENT PAVEMENT OR CLASSROOM BUILDINGS. MAKE
ANY NOZZLE REPLACEMENTS AS REQUESTED BY EITHER THE LANDSCAPE ARCHITECT OR P.V.S.D. REPRESENTATIVE TO IMPROVE IRRIGATION COVERAGE OR TO BALANCE PRECIPITATION RATE TO LANDSCAPE
PLANTER AS PART OF BASE BID.
12. HEAT STAMP OR `BRAND' INTO THE PLASTIC REMOTE CONTROL VALVE BOX LIDS THE NEW VALVE STATION NUMBER AND RELATED NEW AUTO CONTROLLER LETTER. PROVIDE CHRISTY STANDARD SIZE I.D. TAGS
CONNECTED TO ALL NEW REMOTE CONTROL VALVE SOLENOIDS WITH STATION NUMBER AND RELATED EXISTING AUTO CONTROLLER IDENTIFICATION LETTER.
13. ALL WATER TIGHT CONNECTORS USED TO SPLICE 14-GAUGE WIRES TO REMOTE CONTROL VALVE SOLENOIDS OR TO REPAIR BROKEN EXISTING REMOTE CONTROL VALVE WIRES ON THIS PROJECT SHALL BE
MANUFACTURED BY 3M COMPANY, MODEL DBR-Y6 SERIES, SPEARS MODEL DS-400 WITH SPEARS DS-300 SEALANT, OR P.V.S.D. APPROVED EQUAL.
14. INSTALL ALL IRRIGATION REMOTE CONTROL VALVES, BALL VALVES, AND QUICK COUPLING VALVES A MINIMUM DISTANCE OF 10'-0" FROM ALL TREE TRUNK LOCATIONS ILLUSTRATED ON PLANTING PLAN. CONFIRM
LAYOUT OF EXISTING OR NEW TREE LOCATIONS PRIOR TO INSTALLING ANY VALVE.
15. EXISTING IMPROVEMENTS WITHIN THE WORK AREAS SHALL REMAIN AND BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED IN KIND TO A
CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION.
16. UTILITIES MAY HAVE BEEN OMITTED ON THE IRRIGATION SHEETS. REVIEW ALL AVAILABLE P.V.S.D. `AS-BUILT' RECORD DRAWINGS AND EXERCISE CARE IN EXCAVATION WHILE PROTECTING EXISTING UTILITIES IN
PLACE.
17. SET NEW PRESSURE REGULATING REMOTE CONTROL VALVES TO DISCHARGE DOWNSTREAM PRESSURE APPROXIMATELY 10 PSI HIGHER THAN THE OPERATING PRESSURE NOTED ON THE IRRIGATION LEGEND.
FOLLOW ALL WEATHERMATIC SPECIFICATIONS WHEN SETTING DOWNSTREAM PRESSURE ON PRESSURE REGULATING REMOTE CONTROL VALVES.
REP
SA
SEIRAV
RETEMAID
EPIP
1/2" POLYETHYLENE TUBING INSTALLED ON GRADE
INSTALL GPH IRRIGATION `TOUGH AS NAILS'
9" LONG STAPLES 10'-0" O.C. OVER DRIP TUBING
9" LONG GPH IRRIGATION `TOUGH S NAILS' STAPLE
INSTALLED 10'-0" O.C. OVER TUBING TO SECURE IN BETWEEN PLANT LOCATIONS TO SECURE
TO FINISH GRADE.
TUBING IN PLACE.
SCH. 40 PVC SLIP TEE,
3" BLUE COLORED DETECTABLE MARKING TAPE 3/4" X 3/4" X 3/4" DRIP EMITTER (TYPICAL)
`IRRIGATION WATER' CHRISTY MODEL `TA-DT-3-BIRR' DRIP LINE OF
TWO PER SHRUB
INSTALLED 12" BELOW GRADE DIRECTLY OVER 3/4" SLIP X 3/4" DRIP TUBE TREE OR SHRUB
IRRIGATION MAINLINE OR OVER SLEEVES UNDER PAVING. COMPRESSION FITTING SPACE ON OPPOSITE
SIDES ON ROOT BALL.
(1) 9" LONG GPH IRRIGATION `TOUGH AS NAILS' STAPLE
FINISH EDGE OF PLANT
GRADE INSTALLED ON BOTH SIDES OF SCH. 40 TEE FITTING ROOT BALL EMITTER INSTALLED OVER
(2) BARBED DRIP EMITTERS POSITIONED EDGE OF ROOT BALL.
ON OPPOSING SIDES OF PLANT ROOT
FINISH GRADE BALL. FIGURE `8' PLASTIC
LATERAL DEPTH TUBING END CLAMP
FINISH GRADE
10'-0" 12" MINIMUM
ON CENTER
MAINLINE DEPTH
24" MINIMUM
2"
CLEAR SLEEVING DEPTH
24" MINIMUM
MIN.
FIGURE `8'
PLASTIC DRIP
TUBING END CAP 12"
CENTER OF SHRUB
3/4" PVC LATERAL
PVC IRRIGATION MAINLINE SIZED AS PER PLAN. SEGMENT
PVC MAINLINE AND LATERAL LINES SHALL NOT
INSTALL 3/4" POLYETHYLENE TUBING ON GRADE
BE STACKED ON TOP OF EACH OTHER IN THE
SAME TRENCH. MAINTAIN A MINIMUM OF 2" SECURED TO FINISH GRADE WITH 9" LONG GPH
OFFSET FOR ALL PIPING IN SAME TRENCH.
IRRIGATION `TOUGH AS NAILS' STAPLES AT 10' O.C.
SCH. 40 PVC
BOTTOM OF TRENCH SHALL BE CLEAR OF ROCK LATERAL PIPE INSTALL (2) GPH IRRIGATION 9" LONG `TOUGH AS NAILS'
OR ANY ABRASIVE MATERIALS. SIZE AS PER PLAN
STAPLES OVER TUBING ON EACH SIDE OF PLANT ROOT BALL TO
SECURE DRIP EMITTERS IN PLACE OVER EDGE OF ROOT BALL.
SCH. 40 PVC
SLIP TEE FITTING
N.T.S. PVC LATERAL TO 3/4" POLYETHYLENE DRIP TUBING SECTION BARBED DRIP EMITTER ON POLYETHYLENE TUBING N.T.S.
"21
POP UP RISER AS PER IRRIGATION LEGEND
SIDEWALK, CURB, ETC.
POP UP BODY AS REQ'D
SEE IRRIGATION LEGEND
PVC STREET ELBOWS
1/2" PVC SCH. 80 NIPPLE - 8" LONG
LATERAL LINE
PVC FITTING
BURHS
NI
"1
SAERA
FRUT
NI
HSULF
3" OFFSET WHEN INSTALLED NEXT
TO CONCRETE SIDEWALK OR ANY
PAVED SURFACE
3"
TWO 1/2" SCH. 40
SWING JOINT ASSEMBLY
(1) 1/2" SCH. 40 STREET ELBOW
POP UP SPRAY HEAD
DRIP EMITTER
PLANT
TUBING STAKE
1/4" POLYETHELENE
DISTRIBUTION TUBING
FINISH
GRADE
3/4" DRIP TUBING
ROOT
9" LONG BLACK GPH IRRIGATION
BALL
TUBING STAKE MODEL`TOUGH AS NAILS'.
1 @ EACH BARB CONNECTOR
1 @ 10'-0" O.C. ALONG 3/4" DRIP
TUBING LENGTH.
BARB CONNECTOR
5 DRIP EMITTER ON GRADE WITH 1/4" DISTRIBUTION TUBING
N.T.S.
| GATE 10 6 GALV STAPLE GALV STAPLL4.E1 7 PREVAILING OR #8d NAIL OR #8d NAIL WINDS STAKE STAKE EXISTING MASONRY WALL RUBBER 'CINCH TIE' TREE TRUNK 1 PLAN VIEW 4" O.D. POST SLEEVE W/ TS POST 7 CONCRETE (3) - 2" 10' LODGE POLE TREE STAKE 4" O.D. POST SLEEVE W/ TS POST HEIGHT AS REQ'D TO SECURE HEAD .NIM OF TREE; PLACE OUTSIDE ROOTBALL. THGIEH "6 TRIM TOPS OF LODGE POLES TO EXISTING CHAIN LINK FENCE TO CLEAR TREE BRANCHES PROTECT IN PLACE EERT RUBBER 'CINCH TIE' (TYPICAL) 4-REQ'D '4 .XAM ARBOR GUARD (TURF AREAS ONLY) '01 ADMINISTRATION WATER BASIN FORMED BY 3" HIGH BERM-NO BASIN IN LAWN AREA FINISH GRADE ROOT BALL .NIM BACKFILL MIX (SEE SPEC.) '4 | SEE #1/L2.8 OF ROOT BALL SHALL BE 1" ABOVE FINISH GRADE AFTER SETTLEMENT CLASSROOMS FINISH GRADE AT AT SHRUB AREA PROVIDE SHRUB AREA DIRT CL 3" DEEP BASIN AROUND ROOT BALL "3 LLAB FO ROUGHEN SIDES HTPED OF HOLE TOOR ROOT BALL AMENDED BACKFILL DIRT SEE SPECIFICATIONS NATIVE SOIL 2x ROOT DIAMETER | ||
|---|---|---|---|
| 1 | 36" BOX TREE STAKING DETAIL N.T.S. | 2 | PLANTING DETAIL FOR SHRUBS AND TREES N.T.S. |
| 5' 5' CONCRETE EDGE C L 5' 5' TRUNK PLANTER C L NAHT .TF5 TRUNK PLANTER CONCRETE EDGE (2) 18" DEEP X 10' LESS LONG LINEAR ROOT (2) 18" DEEP X 10' THAN BARRIERS LONG LINEAR ROOT 5FT. BARRIERS ONE SIDE TWO SIDES 3/4" TO 1" GRAVEL OR LESS 3/4" TO 1" GRAVEL CRUSHED ROCK LESS THAN GRAVEL OR THAN TYPICAL 5FT. CRUSHED ROCK 5FT. TYP. CONCRETE ALL SIDES EDGE TRUNK PLANTER TRUNK PLANTER CONCRETE EDGE (2) 18" DEEP X 10' LONG LINEAR ROOT BARRIERS THREE SIDES ALL SIDES |
| CHAIN LINK FENCE N PLACE |
|---|
| TRUNK PLANTER |
|---|
PLANTER
TRASH
DUMPSTER 2 STORAGE L4.1
1 4.1
8 L4.1
6 L4.1
ETERCNOC
)E(
(E) GAS VAULT (E) TURF - PROTECT IN PLACE
(E) CONCRETE SIDEWALK
5 - 36" BOX ULMUS PROPINQUA `EMERALD SHINE'
(E) LIGHT POLE STANDARD TRUNK.
OWNER PROVIDED - CONTRACTOR INSTALLED.
(E) TURF 6 - 36" BOX ULMUS PROPINQUA `EMERALD SHINE'
ASPHALT GAS (E) CONCRETE
SIDEWALK
P
N
L
O
A
R
N
O
T
O
T
T
R E
B
E
A R
IN
R I
C
E
E
R
N
S
T
R
E
E
R
Q
O
U
F
I R
T
E
U
D
R
.
F PLANTER.
O
ST
W
A
N
N
E
D
R
A R
PR
D
O
T
V
R
I
U
D
N
E
K
D
.
- CONTRACTOR INSTALLED.
PLANT TREE IN CENTER OF TURF PLANTER.
NO ROOT BARRIERS REQUIRED.
(E) TURF (E) CONCRETE
SIDEWALK
(E) LIGHT POLE (E) UTILITIES - PROTECT IN PLACE
1 - 36" BOX (E) TURF - PROTECT IN PLACE
ULMUS PROPINQUA
`EMERALD SHINE'
STANDARD TRUNK (E) TURF
OWNER PROVIDED -
CONTRACTOR INSTALLED. SYMBOL DENOTES NEW SOD LAWN
INSTALL ROOT BARRIERS INSTALLED TO REPAIR DAMAGE TO
ON THREE SIDES. ASPHALT EXISTING LAWN. (TYPICAL)
(E) TURF
(E) CONCRETE
SIDEWALK
CONCRETE
U
2
L
-
M
36
U
"
S
B
P
O
R
X
OPINQUA
ASPHALT `EMERALD SHINE' ASPHALT ASPHALT
PLANTER
CONCRETE O
C
ST
O
W
A
N
N
N
T
E
D
R
R
A
A
R
P
C
R
D
T
O
O
T
V
R
R
I
U
D
IN
N
E
S
K
D
T A
-
LLED. (E) TURF
SYMBOL DENOTES NEW SOD LAWN
INSTALL ROOT BARRIERS (E) SOLAR PANEL INSTALLED TO REPAIR DAMAGE TO
CONCRETE ON THREE SIDES. OVERHANG LIMIT EXISTING LAWN. (TYPICAL) ASPHALT
SOLAR PANELS
HATCH SYMBOL DENOTES EXISTING PLANTER.
1 NEW
ASPHALT
CLEAR AND GRUB EXISTING SHRUB PLANTER
NEW
ASPHALT 1 (E) LIGHT (E) CONCRETE (4) 5-GALLON DAMAGED AS A RESULT OF NEW SOLAR PANEL
10
PHORMIUM `MAORI QUEEN'
1 (E) BACKFLOW LAN N D E S W CAPE (MAORI QUEEN FLAX) CONSTRUCTION. REFER TO LEGEND FOR DETAILS.
BICYCLE AREA
EXISTING CHAIN LINK GATE TO STORAGE AS N P E H W ALT 1 REMOVE (E) CONCRETE S (1 A 0 L ) V 5 I - A G G AL R L E O G N GII `RED' C R ET E (E) SHRUBS
BE PROTECTED IN PLACE 2-7/8" O.D. POST 1 (RED AUTUMN SAGE) C O N
SLEEVE W/ TS POST ELECTRICAL TRANSFORMER10 ASPHALT
GATE 8 7 7 1 R FE E N M C O I V N E G G O A N T L E Y REPLACE WITH LAN A
N
D R
E
S E
W
C A APE TURF
CONCRETE (
L (
9
P O
)
L R U O
5
M
-
P
G
D E
A
E T
L
A L
L
I L
O
G U
N
H M T C C H H I I N N E E N S S E I S F R `P IN L G UM E F D L E O L W IG E H R T ) ' L K
2-7/8" O.D. POST 7 1 1 1 AS N P E H W ALT 1 REMOVE (E) CONCRETE GATE 3 L4 3 .1 4 1 W A
SLEEVE W/ TS POST 3 2 E
D
11 2-7/8" O.D. POST 1 SI
GATE 9 B P SLEEVE
C
W
O
/
N
T
C
S
R
P
E
O
T
S
E
T CONCRETE CONCRETE ( P E IP ) 4 E " O.D. 9 7 CONCRETE
T
E
CONCRETE (E) SHRUBS E
2 S - L 7 E /8 E " V O E . D W . / P T O S S P T OST 1 4" O.D. POST I N N O S T ID E E : A O D F D A G LL R E F E E N N C S E C D R E S E ID N E F S A O B F R T IC R T A O SH THE DIRT C R SLEEVE W/ TS POST DUMPSTER STORAGE AREA, INCLUDING BOTH N
7 GATES. O GATE 10 SEE #1/L2.8 C 7
(E) C.L.
FENCE
EXISTING MASONRY WALL
1
CLASSROOMS
4" O.D. POST SLEEVE
W/ TS POST 7 CONCRETE
4" O.D. POST (E) TURF
SLEEVE W/ TS POST
DIRT CLASSROOM (E) TUBE FENCING W/
CONCRETE MOW STRIP (E) SHRUBS
EXISTING CHAIN LINK FENCE
PROTECT IN PLACE (14) 5-GALLON
SALVIA `MAY NIGHT' (E) TURF
(MAY NIGHT MEADOW SAGE) (10) 5-GALLON
DARK BLUE FLOWER BUDDLEIA `BLACK KNIGHT'
ASPHALT
(PURPLE BUTTERFLY BUSH)
ADMINISTRATION (18) 5-GALLON
BUDDLEIA `ROYAL RED'
DIRT (ROYAL RED BUTTERFLY BUSH)
PLANT LEGEND
BOTANICAL NAME / QUANTITY SIZE
14 36" BOX
L3.1
YELLAV
TNASAELP
TCIRTSID
LOOHCS
eunevA
elpmeT
006
01039
.AC
,olliramaC
loohcS
elddiM
saniloC
saL
evirD
stercdleiF
0575
21039
AC
,olliramaC
TREE OR SHRUB
FINISH GRADE AT
SHRUB AREA
2 PLANTING DETAIL FOR SHRUBS AND TREES
SYMBOL
COMMON NAME
SYMBOL AREA DESCRIPTION
CLEAR AND GRUB EXISTING SHRUB PLANTING AREA:
CLEAR AND GRUB ANY EXISTING / REMAINING VEGETATION. FINE GRADE
9,400 SF EXPOSED SOIL TO A SMOOTH UNIFORM SURFACE WITH POSITIVE DRAINAGE.
ROTO-TILL AND PREP SOIL AS PER PROJECT SPECIFICATIONS.
NOTE:
CONTRACTOR SHALL PURCHASE AND DELIVER TO SITE (65) 5-GALLON SHRUBS.
CONTRACTOR SHALL POSITION AND SPOT DELIVERED SHRUBS IN THE
PLANTERS WITH THE PVSD REPRESENTATIVE. ONCE THE PLANTS HAVE
BEEN POSITIONED IN THE PLANTERS AND APPROVED BY THE PVSD
REPRESENTATIVE, CONTRACTOR SHALL PLANT THE SHRUBS AS PER
PROJECT SPECIFICATIONS. SHRUB PLANTING AREAS SHALL BE TREATED
WITH AN APPROVED PRE-EMERGENT HERBICIDE AND COVERED WITH A 3"
THICK LAYER OF AGROMIN `GARDEN MULCH' WOOD MULCH.
FO
HTPED
LLAB
TOOR
"3
RUBBER 'CINCH TIE' WHEN PLANTED, TOP GALV STAPLE OF ROOT BALL SHALL
OR #8d NAIL BE 1" ABOVE FINISH
GRADE AFTER SETTLEMENT
AT SHRUB AREA PROVIDE
3" DEEP BASIN AROUND
ROOT BALL
ROUGHEN SIDES
OF HOLE
ROOT BALL
AMENDED BACKFILL
SEE SPECIFICATIONS
NATIVE SOIL
2x ROOT DIAMETER
THGIEH
EERT
.XAM
'01
.NIM
'4
.NIM
"6
'4
GALV STAPLE
STAKE OR #8d NAIL
NOTE: RUBBER 'CINCH TIE' SEE PLANTING DETAIL
GALV STAPLE PREVAILING OR #8d NAIL
WINDS
STAKE STAKE
RUBBER 'CINCH TIE'
TREE TRUNK
PLAN VIEW
(3) - 2" 10' LODGE POLE TREE STAKE
HEIGHT AS REQ'D TO SECURE HEAD
OF TREE; PLACE OUTSIDE ROOTBALL.
TRIM TOPS OF LODGE POLES TO
TO CLEAR TREE BRANCHES
RUBBER 'CINCH TIE' (TYPICAL) 4-REQ'D
ARBOR GUARD (TURF AREAS ONLY)
WATER BASIN FORMED BY 3" HIGH
BERM-NO BASIN IN LAWN AREA
FINISH GRADE
ROOT BALL
BACKFILL MIX (SEE SPEC.)
CONCRETE
EDGE
5'
TRUNK
BARRIERS LONG LINEAR ROOT
BARRIERS
ONE SIDE
3/4" TO 1" GRAVEL OR
LESS 3/4" TO 1" GRAVEL CRUSHED ROCK
THAN GRAVEL OR
TYPICAL
5FT. CRUSHED ROCK
CONCRETE
EDGE
TRUNK
PLANTER
TRUNK
PLANTER CONCRETE EDGE
(2) 18" DEEP X 10'
LONG LINEAR ROOT
BARRIERS
THREE SIDES
NAHT
.TF5
1 36" BOX TREE STAKING DETAIL
5' 5'
C L
5'
PLANTER
C
L
TRUNK
PLANTER
CONCRETE EDGE
(2) 18" DEEP X 10' LESS
LONG LINEAR ROOT (2) 18" DEEP X 10' THAN
5FT.
TWO SIDES
LESS
THAN
5FT. TYP.
ALL SIDES
ALL SIDES
3 TREE ROOT BARRIER
NALP
GNITNALP
N.T.S. N.T.S.
ULMUS PROPINQUA `EMERALD GREEN'
STANDARD TRUNK.
OWNER PROVIDED -
CONTRACTOR INSTALLED.
INSTALL ROOT BARRIERS WHERE NOTED.
TREE PLANTING NOTES:
1. P.V.S.D. SHALL PURCHASE AND DELIVER (14) 36" BOX STANDARD TRUNK SPECIMEN TREES TO SITE. CONTRACTOR
SHALL PROVIDE LABOR AND EQUIPMENT TO OFFLOAD SPECIMEN TREES AND PLANT THEM AS PER PLANS AND SPECIFICATIONS.
2. CONTRACTOR SHALL INSTALL MARKING FLAGS USING PLAN AS A GUIDE TO REPRESENT TREE AND SHRUB PLANTING LOCATIONS.
REVIEW THE EXACT LOCATIONS WITH THE P.V.S.D. REPRESENTATIVE IN THE FIELD. MAKE ANY ADJUSTMENTS REQUESTED
BY THE P.V.S.D. REPRESENTATIVE IN THE FIELD PRIOR TO BEGINNING ANY TREE OR SHRUB PLANTING OPERATIONS.
3,700 SF SOD LAWN:
SOUTHLAND SOD `MARATHON II'.
N.T.S. SCRAPE AND REMOVE (E) DAMAGED OR EXISTING TURF FROM PLANTER.
ROTO-TILL WITH SOIL AMENDMENTS PER SPECIFICATIONS. FINE GRADE TO
MATCH ADJACENT (E) TURF AND CREATE POSITIVE DRAINAGE. INSTALL
SOD AS PER GROWER'S SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE
FOR FIELD MEASURING AND PROVIDING EXACT QUANTITY OF NEW SOD TO
COMPLETE THE SCOPE OF WORK.
SPECIFICATIONS
FOR THE
PARKING LOT LANDSCAPE RENOVATIONS
AT
LAS COLINAS MIDDLE SCHOOL
5750 FIELDCREST DRIVE
CAMARILLO, CALIFORNIA 93012
FOR:
PLEASANT VALLEY SCHOOL DISTRICT
600 TEMPLE AVENUE
CAMARILLO, CA 93010
FEBRUARY 25, 2026
PREPARED BY:
JORDAN & BAIN
LANDSCAPE ARCHITECTS, INC.
459 NORTH VENTURA AVENUE
VENTURA, CA 93001
04/2028
03/26/26
TABLE OF CONTENTS
PARKING LOT LANDSCAPE RENOVATION AT
LAS COLINAS MIDDLE SCHOOL
Section 01 10 20 Fencing and Protection
Section 31 11 00 Clear and Grub Planter
Section 32 01 90 Tree Removals and Pruning
Section 32 84 23 Irrigation System
Section 32 93 30 Sod Lawn Planting
Section 32 93 33 Shrub Planting
Section 32 93 43 Tree Planting
Section 32 94 60 Landscape Maintenance
SECTION 01 10 20
FENCING AND PROTECTION
PART 1 GENERAL
1.01 SECTION INCLUDES
This section includes requirements for temporary fencing and protection of the work area.
1.02 SUBMITTALS
Submit for approval, all catalog cuts and/or specification sheet for all fencing products.
1.03 QUALITY ASSURANCE
Fencing shall be installed by a qualified fence company with experience in the installation of
temporary fencing.
PART 2 PRODUCTS
2.01 TEMPORARY FENCING - BASE BID FOR SOD LAWN INSTALLATION
Temporary fencing shall be 5 feet high orange polyethylene barricade with manufacturer's
approved stakes attached to post and frames installed in a a secure manner. Chain link
fencing, barb wire and/or razor wire is not allowed. Fencing shall be kept in place during
the construction period and maintenance period. Fencing shall be removed only when
written authorization is provided by the District. The fence shall become the property of
PVSD and shall be removed by PVSD once the sod is established.
PART 3 EXECUTION
3.01 FENCE LAYOUT
Contractor shall submit to the District for approval a schematic fence layout showing the
location of fence panels and method of attachment of panels and post. This plan must be
approved by the District prior to start of the work.
3.02 FENCE INSTALLATION
A. Install fencing and post so that no damage occurs to the existing underground
conduits or paving. Immediately repair all damage to the existing conditions that
may occur as a result of the fence installation.
B. If fencing panels have post with a horizontal support frame, make sure they are
visually apparent to prevent any trip hazard.
LAS COLINAS MIDDLE SCHOOL PARKING LOT LANDSCAPE RENOVATION
FENCING AND PROTECTION SECTION 01 10 20 - 1
3.03 FENCE REPAIR
Immediately repair any damage to the fencing that may occur.
END OF SECTION 01 10 20
LAS COLINAS MIDDLE SCHOOL PARKING LOT LANDSCAPE RENOVATION
FENCING AND PROTECTION SECTION 01 10 20 - 2
SECTION 31 11 00
CLEAR AND GRUB PLANTER
PART 1 GENERAL
1.01 SECTION INCLUDES
This section includes general requirements to clear and grub existing landscape planters
and remove debris from site.
1.02 RELATED SECTIONS
Section 32 84 23 - Irrigation Systems
Section 32 93 33 - Shrub Planting
Section 32 93 43 - Tree Planting
1.03 SUBMITTALS
Furnish material invoices indicating the quantities of District approved pre-emergent
herbicide, mulch, and all materials required to complete the Work. Certificates shall be
prepared by the supplier or distributor and shall indicate the quantities and qualities of
materials used.
1.04 PROTECTION
Contractor shall check or locate existing structures, electric cables or conduits, utility
lines and other existing features or conditions above or below ground level that might be
damaged as a result of the operation. Questions or conflicts arising out of such
examination prior to or during operation shall be immediately directed to the attention of
the District for necessary action or decisions before resuming operation. Contractor
shall be responsible for repair or replacement at no cost to the District for features or
conditions damaged through failure to comply with the above procedures.
1.05 ALTERNATES
Alternates will not be permitted, except where indicated, and as approved by the
Landscape Architect.
PART 2 PRODUCTS
2.01 MATERIALS - LANDSCAPE
A. Mulch shall be Agromin "Cover Mulch" or equal.
B. Pre-Emergent herbicide - product 'Dimension'.
LAS COLINAS MIDDLE SCHOOL PARKING LOT LANDSCAPE RENOVATION
CLEAR AND GRUB PLANTERS SECTION 31 11 00 - 1

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