HomeMy WebLinkAbout180 W Huntington Dr - 2023 - PARKING LOT AND LANDSCAPE RENOVATIONOne Gallop Way - Parking Lot
180 W. Huntington Drive
Arcadia, CA 91007
SAICP LLC
Landscape Development Plan
Utility:Submittals:
Owner:
Sheet Index:
Consultants:
Site Map:Vicinity Map:
Approvals:
07/07/2023
09/26/2023
Agency Submittal 1
LTS-01Landscape
LIP-01
LIL-01
LID-01
LPP-01
LPD-01
Landscape Title Sheet
Landscape Irrigation Plan
Landscape Irrigation Legend and Notes
Landscape Irrigation Details
Landscape Planting Plan
Landscape Planting Details
01 of
02 of
03 of
04 of
05 of
06 of
07 of
08 of
Consultant:
Sheet
Reference:
Sheet
Description:
Sheet
Number:
Tyler + Kelly Architecture
80 South Lake Avenue, Suite 500
Pasadena, CA 91101
Ph: (626) 396-9599 x661
Contact: Rob Tyler
Landscape Architect:
Architect:
Civil Engineer:
Structural Engineer:
Electrical Engineer:
Sign Consultant:
Irrigation Consultant:
Dry Utility Engineer:
Geotechnical Engineer:
Soils Engineer:
Gas:
Water:
Electric:
Cable:
Trash:
Chateau Group USA
119A La Porte Street
Arcadia, CA 91006
Ph: (626) 786-9763
Contact: Eric Y. Chen
Stantec
38 Technology Drive
Irvine, CA 92618
Ph: (949) 923-6000
Contact: Kevin McDonald
Glasir Design
424 New Jersey Lane
Placentia, CA 92870
Ph: (714) 514-9930
Contact: Chris Curry
Company Name
Ph: (000) 000-0000
Company Name
Ph: (000) 000-0000
Company Name
Ph: (000) 000-0000
Company Name
Ph: (000) 000-0000
Company Name
Ph: (000) 000-0000
TUBE.
R/RAD.
Abbreviations:
N.T.S.
General Notes:
W.I.
SPEC.
EXT.
T.O.C.
W.W.M.
ESP.
ELEV.EQ.
NOT TO SCALE
FINISH FLOOR
PREFAB.
ELEVATION
EXIST.
ELEVATION
E.C.R.
EXISTING
ESPALIEREQUAL
F.F.E.
ON CENTER
POINT OF TANGENCY
PROPERTY LINEPAD ELEVATION
E.J.
PLANTING AREA
OUTSIDE DIAMETER
EXTERIOR
P.O.T.
O.C.
P.L.P.E.P.A.
EXPANSION JOINT
O.D.
W.L.
W.S.
R.E.S.
DECK DRAIND.D.
DWG.
DIAG.
DET.
D.F.
EA.
DND.S.
D.L.
DIA.
DIM.
DOUGLAS FIR
DOWN SPOUT
DRAWING
DRAIN LINE
EACH
DOWN
DIAGONAL
DIAMETER
DIRECTION OF
DIMENSION
FLOW
DETAIL
CONC.
CONT.
COL.
DBL.
CLR.
END CURB RADIUS
d.
C.J.CL
C.I.C.B.
B.W.B.S.
CLEAR
CONCRETE
CONTINUOUS
COLUMN
PENNY (NAIL SIZE)DOUBLE
CENTER LINE
COLD JOINT
CATCH BASINCAST IRON
BOTTOM OF WALL
BOTTOM OF STEP
ARCHITECTLANDSCAPE
MAXIMUM
NATURAL
MISCELLANEOUS
MULTI-TRUNK
MANUFACTURER
NOT IN CONTRACT
MEDIUMMED.
MISC.MFR.
NAT.
N.I.C.NO.NUMBER
L.A.
JT.
M.
MIN.MAX.
JOINT
MINIMUM
TYP.
T.W.
W/W/OWD.
T.O.F.
THK.T.G.
T.F.
T.P.
T.S.
GALVANIZED
INTERIOR
INSIDE DIAMETER
HIGH POINTHORIZONTAL
GROUNDCOVERGARAGE FINISH
HORIZ.H.P.
I.D.
INT.INV.
HT.
INVERT
HEIGHT
GALV.
G.F.F.
GAL.G.A.
G.C.
GRD.
GALLONGAUGE
GRADEFLOOR
STD.
S.4.S.
STL.
T.C.
SHT.SIM.
R.S.
S.L.SQ.
BLDG.BLK.
B.C.R.
ARCH.AUTO.
AC.
A/C A.D.
ALIGN
BEGINNING CURB
BUILDING
ARCHITECT(URAL)
AUTOMATIC
BLOCK
AIR CONDITIONINGAREA DRAIN
CONCRETE
FACE OF
FOOTING
FOUNTAIN JET
FACE OF CURB
RADIUS
FACE OF WALLFINISH SURFACE
FOOT OR FEET
FINISH GRADEFINISH(ED)
F.L.
ASPHALTIC
F.O.C.F.O.W.
F.O.
F.S.FT.FTG.
F.J.
F.N.F.G.
FLOW LINE
REF.REV.RG.
R.G.RWD.
P.S.I.
PR.WROUGHT IRON
WELDED WIRE
WATER LEVELWATER LINE OR
WATER SURFACE
MESH
RE-SAWN
TOP OF COPING
TOP OF WALLTUBULAR
WITH
TYPICAL
WITHOUTWOOD
TOP OF FOOTINGTOP OF GRATE
TOP OF FENCE
THICK(NESS)
TOP OF STEPPILASTERTOP OF
SAWN FOUR
STANDARD
TOP OF CURB
SIDES
STEEL
TURF
ROUGH SAWN
SCORE LINESPECIFICATION
SHEETSIMILAR
SQUARE
REFERENCE
ROUGH GRADE
ROOT GUARDREDWOOD
REVISION
RADIUS
POUNDS PER
PREFABRICATED
SQUARE INCHPAIR
POINT OF BEGININGP.O.B.
ORNAMENTAL STEELO.S.
TURF
LandStudio360
333 El Camino Real, Studio 200
Tustin, CA 92780
(949)382-5811
Contact: Alex Polen
LIS-01 Landscape Irrigation Specifications
LPS-01 Landscape Planting Notes & Specifications
08
Lighting Designer:
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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Date:Description:#
06-27-2024
LTS-01
Landscape
Title Sheet
1. INSTRUCTIONS TO THE CONTRACTOR: THE CONTRACTOR IS HEREBY NOTIFIED OF THE LOCAL AGENCY REQUIREMENT OF FILING
APPROPRIATE LICENSE AND INSURANCE INFORMATION (DOCUMENTS) WITH THE LOCAL AGENCY PRIOR TO THE ISSUANCE OF
PERMITS.
2. ALL CONSTRUCTION SHALL CONFORM WITH ALL CURRENT GOVERNING CODES AND ALL APPLICABLE ORDINANCES AND
REGULATIONS, SPECIFICATIONS, AND DRAWINGS.
3. SAFETY STANDARDS: IT IS THE INTENT OF THESE DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF LOCAL AND
NATIONAL DIVISIONS OF INDUSTRIAL SAFETY. SUCH STANDARDS SHALL BE COMPLIED WITH WHETHER OR NOT SPECIFICALLY
DETAILED. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR SAFETY AND SAFETY STANDARD DURING CONSTRUCTION.
4. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND
STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF
SAID UTILITIES.
6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT
UNKNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
7. THE LOCATION OF FEATURES TO BE CONSTRUCTED NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY
SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE.
8. ALL CURVE TO CURVE TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM.
9. LANDSCAPE ARCHITECT SHALL BE NOTIFIED AFTER THE SITE HAS BEEN STAKED-OUT PRIOR TO THE CONTINUATION OF WORK.
10. NO CHANGE IN CONTRACT PRICE SHALL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCIES BETWEEN EXISTING GRADING
AND THOSE SHOWN ON PLAN UNLESS SUCH DISCREPANCIES ARE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER IN
WRITING.
11. ALL PAVED AND FINISH AREAS SHALL SLOPE TO DRAIN.
12. ALL PLANTING AREAS SHALL DRAIN TO A MINIMUM OF 2% UNLESS OTHERWISE SPECIFIED ON PLANS.
13. ALL PAVED AREAS SHALL DRAIN TO A MINIMUM OF 1%.
14. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DRAWINGS.
15. EACH CONTRACTOR (TRADE) SHALL BE RESPONSIBLE TO PAY FOR AND OBTAIN ALL NECESSARY BUILDING PERMITS AS MAY BE
REQUIRED BY LOCAL AGENCIES. AS WELL, EACH CONTRACTOR SHALL PROVIDE ALL DRAWINGS, SCHEDULES, AND SPECIFICATIONS
AS MAY BE REQUIRED FOR BUILDING PERMITS.
16. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND AND ALL DISCREPANCIES REPORTED TO THE
OWNER.
08
08
08
08
08
08
08
PROJECT SITE
W. H
U
N
T
I
N
G
T
O
N
D
R
I
V
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PROJECT SITE
HUN
T
I
N
G
T
O
N
D
R
I
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E
HUNTINGTON DRIVE
0
Scale: NTS
0 0 0
Agency Submittal 2
STOP
STOP
EV
PARKING
EV
PARKING
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
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LIMIT OF WORK
LIMIT OF WORK
LI
M
I
T
O
F
W
O
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K
LI
M
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F
W
O
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K
LIMIT OF
W
O
R
K
LIMIT OF
W
O
R
K
T T
A4
1"15.6
.72"/HR
HZ-1
2,076
A1
1"14.8
.72"/HR
HZ-1
1,968
A7
1"14.4
.72"/HR
HZ-1
1,919 A6
1"12.9
.72"/HR
HZ-1
1,697
A9
1"12.2
.72"/HR
HZ-1
1,243
T
T
T
T
T
T
T
1.25"
.75"
G
G
G
T
T
T
T
T
T
T
T
T
T
TT
TT
T
T
TTTTT
TT
T
T
T
T
T
A5
1"14.1
.72"/HR
HZ-1
1,878
A3
1"15.3
.72"/HR
HZ-1
2,037A2
1"15.6
.72"/HR
HZ-1
2,075
1.25"
.75"
1.25"1.25"
1.25"
1.25"
1.25"
1.25"
.75"1.25"
1"
1"
.75"
.75"
.75"
A8
1"6.3
.72"/HR
HZ-1
837
W. HUNTINGTON DRIVE
KEY MAP
HUNTIN
G
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PROJECT SCOPE
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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09-08-23
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
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Date:Description:#
09-08-23
0
Scale: 1"= 20'-0"
5 20 40
1.CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO
BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND
DELIVERED TO OWNER'S REPRESENTATIVE.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER
PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER
OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT
AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE
PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.
3.MAINLINE AND RELATED EQUIPMENT SHOWN DIAGRAMMATICALLY ONLY, ACTUAL MAINLINE AND
RELATED EQUIPMENT LOCATION TO BE STAKED AND REVIEWED BY LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
4.ALL IRRIGATION MAINLINE SHALL BE RUN WITH A 1.25" CONDUIT FOR 2-WIRE COMMUNICATION
CABLE.
5.REFER TO SHEETS LIL-01, LID-01 AND LIS-01, OF THIS PACKAGE FOR IRRIGATION LEGEND, DETAILS,
AND SPECIFICATIONS.
IRRIGATION NOTES
CONTROLLER 'A'
PEDESTAL MOUNT CONTROLLER. WIRE
MASTER VALVE AND FLOW METER
FROM POC DIRECTLY TO THIS
CONTROLLER LOCATION.
CONTROLLER SHALL BE WEATHER
BASED WITH A ON-SITE RAIN SENSOR
120VAC REQUIRED AT THIS LOCATION.
POINT OF CONNECTION
1" DEDICATED IRRIGATION POTABLE
WATER METER WITH
1.25" SERVICE LINE.
62 PSI STATIC PRESSURE AVAILABLE.
16 GPM MAXIMUM FLOW.
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR
THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN"
IRRIGATION CONSULTANT'S STATEMENT
LIP-01
Landscape
Irrigation Plan
DESCRIPTION
IRRIGATION EQUIPMENT LEGEND
MANUFACTURER DETAIL
PVC PIPE 3/4" - 1.25" SCH. 40 AS LATERAL LINES WITH SCH.40 FITTINGS - INSTALL 12" BELOW GRADE J
BLACK VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES AND
AIR RELIEFVALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220,
SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL BLACK HDPE BODY AND BLACK
LIDS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT.
N/A
SYMBOL
PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED K
PVC PIPE 1.5" SCH.40 SOLVENT WELD MAINLINE WITH SCH.80 FITTINGS AND CONTROL WIRES, 18" BELOW GRADE MIN.J
H
FLOW RATE (GPM)PSI RADIUS P.R.
33DLRC 3/4" QUICK COUPLER VALVE WITH LOCKING YELLOW VINYL COVER. INSTALL INSIDE A 10" ROUND VALVE BOX.I
INDICATES GPM
INDICATES SQUARE FOOT AREA
INDICATES VALVE NO.
CONTROL VALVE SYMBOL
INDICATES VALVE SIZE
VXX101N-SC SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE.
INSTALL INSIDE A 10" ROUND VALVE BOX.
G
XCZ-1XX-PRB-COM , DRIP VALVE KIT WITH A QKCHK-100 FILTER/REGULATOR, TWO-WIRE DC LATCHING LXIVMSOL SOLENOID, SIZE AS SHOWN ON THE PLAN. INSTALL
THE DRIP VALVE KIT INSIDE A JUMBO RECTANGULAR VALVE BOX. INSTALL A 1.5" KIT WITH TWO (2) QKCHK-100 IN PARALLEL WHEN FLOWS ARE 20GPM OR GREATER.
No.
Size GPM
PRECIP
HZ
A
E
METER BY CIVIL ENGINEER. 1" IRRIGATION ONLY POTABLE WATER METER WITH 1.25" SERVICE LINE, REFER TO CIVIL PLANS FOR FINAL LOCATION.WATER METER N/A
F
AS APPROVED
NO SYMBOL CARSON
AS APPROVED
RAIN BIRD
AS APPROVED
RAIN BIRD
LASCO
SUPERIOR/
ALL MAINLINE SHALL BE RUN WITH A SEPARATE 1.25" WIRE CONDUIT FOR 2-WIRE COMMUNICATION CABLE.
DBYR20 WATER-PROOF CONNECTORS, FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED)RAIN BIRDNO SYMBOL L
MAXI CABLE, 2-WIRE IRRIGATION CONTROL WIRE #14UF AWG INSTALLED IN 1.25" CONDUIT (U.L. APPROVED)RAIN BIRD/PAIGE LNO SYMBOL
LXIVMSOL TWO-WIRE, DC LATCHING SOLENOID, SINGLE STATION VALVE SOLENOID (1) INSTALLED PER REMOTE CONTROL VALVERAIN BIRD LNO SYMBOL
LRAIN BIRD/LXIVMSD SURGE PROTECTION, TO BE INSTALLED ALONG THE 2-WIRE PATH IN THE SAME BOX AS THE RCV IN THE MANIFOLD.
PAIGE GROUNDING PLATE SHALL BE INSTALLED WHEREVER THERE IS A LIGHTING ARRESTOR INSTALLED, REFER TO DETAILS.
G PAIGE
RAIN BIRD
A,B
A,B
A,B
A,C
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
XFCV-06-12-XX LANDSCAPE DRIP TUBING W/ .6 GPH EMITTERS 12" ON CENTER. DRIP TUBING HAS BUILT IN CHECK VALVES.
XF DRIPLINE FITTINGS W/ APPROPRIATE PVC FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING
ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING XF BARBED FITTINGS
1/2" MANUAL FLUSH VALVE AT END/MIDDLE OF PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE
INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000'
OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS.
DRIP TUBING SHALL BE INSTALLED 2"-3" BELOW FINISHED GRADE, AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER FOR SHRUBS
THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF THE PLANTING AREA.INSTALL TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING.
DRAIN BIRD OPERIND - DRIP SYSTEM OPERATION INDICATOR HEAD. INSTALL TWO PER DRIP VALVE AT EACH END OF THE ZONE AREA AND POT.
0.72 IN./HR.
LF-825-YA 1" REDUCED PRESSURE ZONE ASSEMBLY WITH 1" WATTS WYE STRAINER MODEL YBXL AND #80 STAINLESS STEEL STRAINER FEBCO BACKFLOW TO BE INSTALLED INSIDE A V.I.T. STRONGBOX STAINLESS STEEL SMOOTH TOUCH ENCLOSURE.
NO SYMBOL
RAIN BIRD
1
HYDROZONE DESCRIPTIONHYDROZONE #
LOW WATER SHRUBS WITH INLINE DRIP TUBING
NO SYMBOL
0.72 IN./HR.RAIN BIRD .40 N/A N30TXFCV-06-12-XX LANDSCAPE TREE DRIP TUBING W/ .6 GPH EMITTERS 12" ON CENTER.DRIP TUBING HAS BUILT IN CHECK VALVES. 3 RINGS MIN. AND 40 L.F. MIN PER NEWTREE IN D.G. OR ARTIFICIAL TURF. INSTALL TUBING STAKES AS NEEDED TO SECURETHE DRIPLINE TUBING 5' O.C. MIN.
CA06-RB6-60/WRS/GR-K/GRP-4/LXIVMSD-4/IQ4G-USA, RAIN BIRD ESP-LX-IVM-PRO-IQ-NCC DECODER (TWO WIRE) TYPE CONTROLLER WITH A 240 STATION
CAPACITY. SERIES TWO WIRE CONTROLLER, WEATHER BASED VIA IQ CARTRIDGE AND ONSITE RAIN SENSOR. CONTROLLER IS INSTALLED IN 14 GAGE STAINLESS
STEEL (S.S.), PEDESTAL ENCLOSURE. INSTALL CONTROLLER ENCLOSURE AT LOCATION APPROVED BY LANDSCAPE ARCHITECT AND M.E.P. ENGINEER.
CONTRACTOR SHALL INSTALL A WIRELESS RAIN SENOR WITH THE CONTROLLER AND MOUNT THE SENSOR OUTSIDE FREE FROM OBSTRUCTIONS ABOVE. CONTACT
JOSHUA SEIPEL WITH SITE ONE GREENTECH AT 909-240-6887 FOR ORDERING AND CERTIFICATION.
M
3200-150-DC, 1.5" NORMALLY CLOSED BRASS MASTER CONTROL VALVE WITH A TWO-WIRE READY DC LATCHING SOLENOID AND RAIN BIRD IVM-OUT DECODER.
FS150P 1.5" PVC TEE, HDPE IMPELLER TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES AND LXIVMSEN SENSOR DECODER
INSIDE A ELECTRICAL CONDUIT. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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Date:Description:#
09-08-23
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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Date:Description:#
09-08-23
GENERAL IRRIGATION NOTES
1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE
HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE
CONTRACTOR.
2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING
WORK.
3.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED
WITHIN PLANTING AREAS.
4.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT
UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME
ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER.
5.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH
LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.
6.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL
WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO
BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE
PAVING.
7.ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL
QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK
COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE.
8.OVERHEAD IRRIGATION SHALL BE LIMITED TO THE HOURS BETWEEN 6PM AND 10AM.
9.TRIPLE SWING JOINTS ARE PROVIDED TO PROTECT ALL SPRINKLER HEADS. FLEXIBLE RISERS ARE REQUIRED FOR ALL HEADS.
I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES OF THE MODEL WATER
EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF
WATER IN THE IRRIGATION DESIGN PLAN
-CHRIS CURRY, GLASIR DESIGN
STATEMENT OF COMPLIANCE
LIL-01
Landscape
Irrigation Legend
& Notes
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
Sheet Title:
On
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G
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18
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Date:Description:#
09-08-23
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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Date:Description:#
09-08-23
QUICK COUPLER VALVE
N.T.S.
REMOTE CONTROL VALVEWITH FILTER AND PRV
AREA PERIMETER
PERIMETER LATERALS2" TO 4" FROM EDGE
DRIPLINE
PVC EXHAUST HEADER
PVC SUPPLY HEADER
START CONNECTION MALEADAPTER
FLUSH VALVEPLUMBED TO PVC (TYP)
START CONNECTION
DRIP TUBING LAYOUT
N.T.S.
DRIP TUBING START CONNECTION
N.T.S.
DRIP FLUSH VALVE
N.T.S.
PEA GRAVEL, 2" DEPTH. LEAVE 1"-2"AIR SPACE BETWEEN BOTTOM OFVALVE AND TOP OF PEA GRAVEL.
BALL VALVE
N.T.S.
VARIES - SEE IRRIGATION SPECS.
FOR BOX TOP HEIGHT
PVC MAINLINE - SEE IRRIGATIONSPECS. FOR PIPE DEPTH
BRICK VALVE BOX SUPPORTS (2
MIN.)
PVC NIPPLE
PVC 45 ELL
VALVE BOX - SEE IRRIGATIONSPECS.
BALL/GATE VALVE
FINISH GRADE
1. FITTINGS MAY DIFFER THAN THOSE SHOWN IN DETAIL.NOTES:
NOTES:
1.
12
"
M
I
N
.
18
"
M
A
X
.
2.
3.
4.
5.
REDUCED PRESSURE BACKFLOW
PREVENTER W/ BALL VALVES
3" LONG BRASS THREADED NIPPLE
BRASS UNION
QUICK PAD W/ S.S. BACKFLOW ENCLOSURE
BRASS RISER (LENGTH AS REQUIRED, TYP.)
BRASS ELBOW (TYP.)
P.V.C. SCH. 40 FEMALE
ADAPTER (TYP.)
P.V.C. MAINLINE, SEE IRRIGATION SPECS.
FOR PIPE DEPTH
8" BRASS THREADED NIPPLE (TYP.)
12"x12"x30" CONCRETE
THRUST BLOCK
ALL RISER, UNIONS, ELBOWS AND NIPPLES SHALL BE RED BRASS.
CLOSE NIPPLES SHALL NOT BE USED
EQUIPMENT TO BE INSTALLED A MIN. OF 12" FROM WALLS, BUILDINGS, ETC.
INSTALL AND TEST BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES & HEALTH DEPT. VERIFY
LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
INSTALL ASSEMBLY IN SHRUB AREAS.
PRESSURE REGULATOR (IF SPECIFIED)
REDUCED PRESSURE BACKFLOW
N.T.S.
1"
SEE
FINISH GRADE
LINE FLUSHINGVALVE #TLSOV
10" VALVE BOXSEE SPECS
BRICK SUPPORTS(THREE)
3/4" GRAVEL SUMP(1 CUBIC FOOT)
SPEC
18" OF BLANKDRIP TUBING
ID TAG
MASTER VALVE AND FLOW SENSOR INSTALLATION
N.T.S.
DRIP CONTROL ZONE KIT
N.T.S.
DRIPLINE OPERATION INDICATOR
N.T.S.
3
3
4
4
2
2
1 MULCH
FINISH GRADE
OPERATION INDICATOR
RAIN BIRD MODEL: OPERIND
BELOW GRADE DRIPLINE
NOTE:
1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING.
2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE
NOZZLE, SET THE ARC TO 14 PATTERN. THE FLOW FROM THE NOZZLE, 0.3 GPM,
SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN.
1
INDICATOR (2) REQUIRED
PIPE INSTALLATION
N.T.S.
PIPE SLEEVE INSTALLATION
N.T.S.
IVMSD
ONE RCV AND A DECODER
APPROVED WATERPROOF WIRE CONNECTOR FOR GROUND WIRE
1
MAXI-CABLE, #14AWG TWO WIRE PATH IN A
P.E. JACKET INSTALLED WITHIN A 1.25" SCH. 40 PVC CONDUIT
PAIGE GROUNDING PLATE WITH A 4" X 36" COPPER PLATE
PAIGE/RAINMASTER "POWER SET" CONTACT ENHANCEMENT MATERIAL, APPLY
SURGE PROTECTOR, RAIN BIRD LXIVMSD
PRE-CONNECTED TO PAIGE (10') OF #14 AWG BARE COPPER GROUND WIRE,
#14 AWG BARE COPPER GROUND WIRE 10' LONG
50 POUNDS MATERIAL TO IMMEDIATE AREA SURROUNDING GROUNDING PLATE
1M (3')
SECTION VIEW - N.T.S.
1M (3')
PLAN VIEW - N.T.S.
(12")
C
B
A
C
B
A
FINISH GRADE
SITE SOIL
(3')
INSTALL GROUNDING PLATE ALIGNED PERPENDICULAR TO THE TWO WIRE PATH
IRRIGATION MAINLINE
TWO WIRE PATH INSTALLED IN 30mm (1 1/4") CONDUIT
COMPACTED
2-WIRE SURGE PROTECTION INSTALLATION
N.T.S.
Minimum
Upstream Distance
10 x Flow Meter Size
Irrigation Controller
8" Of Pea Gravel
In Valve Boxes
Rectangular Valve BoxMaster Valve
Refer to RCV Detail
For Installation
White
Blue
Flow Meter
Minimum
Downstream Distance
5 x Flow Meter Size
Waterproof Electrical Connectors
(do not use pre-filled type connectors)
Upstream
Length
10"
12.5"
15"
20"
30"
Pipe Sizing Chart
F.M.
Size
1"
1.25"
1.5
2"
3"Black Wire Harness
Black
Red
Downstream
Length
5"
6.25"
7.5"
10"
15"
All master valve and flow sensor wires shall be installed in conduit(sized accordingly). One spare wire shall be included inside ofconduit (different color than Master Valve and Flow Sensor Wire). 2spare wires shall be installed along the mainline along with 1 wirecoiled in each valve box. (Different color than field wires and commonwire). One spare Common wire shall be installed along the mainlineand coiled up at each valve. (Color to be white)
NOTE: INSTALL LXIVMSOL DC LATCHING SOLENOID ON MASTER VALVE AND LXIVMSEN SENSOR DECODER ON FLOW SENSOR NOTE: INSTALL LXIVMSOL DC LATCHING SOLENOID ON EACH VALVE
NOTES:
1. TEFLON TAPE ALL THREADS (TYP.)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
654321 7 8 9 10
13
12
11
14 1615 17
FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER
30-INCH LINEAR LENGTH OFWIRE, COILEDWATERPROOF CONNECTION:
1-INCH BALL VALVE
ID TAG
REMOTE CONTROL VALVE
PRESSURE REGULATING QUICKCHECK BASKET FILTER
LASCO PVC UNION
LATERAL PIPE
PVC MAINLINE TO MATCH VALVE SIZE
PVC SCH 80 90DEG SLIP X SLIP
PVC SCH 80 TEE OR ELL
MAINLINE PIPE
3-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVEL
PVC SCH 80 NIPPLE, CLOSE
NOTE: INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE
2. INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE
FINISH GRADE
PEA GRAVEL (2" DEPTH)
PRE-ASSEMBLED SWING JOINT
PVC SCH. 80 ELBOW OR TEE
PVC NIPPLE (LENGTH AS REQUIRED)
VALVE BOX (BOX TOP HEIGHT ABOVE FINISH GRADEVARIES, SEE IRRIGATION SPECIFICATIONS FOR HEIGHT)
QUICK COUPLING VALVE W/ LOCKING VINYL COVER
PVC MAINLINE. SEE IRRIGATIONSPECS. FOR PIPE DEPTH.
BRICK SUPPORTS (2 MIN.)
STAINLESS STEEL CLAMP (2 MIN.)
#4 REBAR X 24" LENGTH
PVC SCH 80 NIPPLE MIPT X SLIP
VALVE SIZE
2"
12"
FINISH GRADE
180-DEGREETWO-WAY TEEOR 90-DEGREE ELL
DRIPLINE TUBING
3/4" GPH BRANDFLEXIBLE PVC RISER
PVC TEE (SxSxT)
PVC PIPING
MULCH PER PLANTING
PLANS 3" MIN.
TUBING STAKE
TREE DRIP RING IRRIGATION
N.T.S.
ROOT BALL OF BOXED TREE
AMENDED SOIL PER PLANTING DETAILS
DRIP LINE OF CANOPY TREE
CONNECT TO PVC SUPPLY PER DETAIL C
DRIP LINE TUBING PER LEGEND
CROSS FITTING (4) REQUIRED
TEE FITTING (2) REQUIRED
SIZE AND QUANTITY OF RINGS
IS DEPENDANT ON SPACE AND TREE SIZE 40 L.F. MINIMUM. DO NOT
OVERLAP SHRUB GRID, INSTALL A MINIMUM OF 3 RINGS, AND DO NOT
CUT ROOTS DURING INSTALLATION
CONNECT TO PVC SUPPLY PER DETAIL C TO NEXT TREEOR FLUSH VALVE AT THE END OF THE SYSTEM
FROM THE VALVE
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR
THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN"
IRRIGATION CONSULTANT'S STATEMENT
SA6 - STRONGBOX: SB-16SS (16"W x 38"H x 15.5"D)
TOP ENTRY ENCLOSURE - EMP-16
M PED. MOUNT IRRIGATION CONTROLLER
9
10
2
1
2
3
5
FRONT VIEWSIDE VIEW
8
9
1
4
5
6 7
4
8'-12' AWAY
1
2
3
4
5
6
7
8
STRONGBOX STAINLESS STEEL NEMA 3R RAINPROOF
ENCLOSURE (UL LISTED).
SATELLITE ASSEMBLY. ASSEMBLED IN ENCLOSURE BY
SITEONE GREEN TECH.
TERMINAL STRIP FOR VALVE WIRES.
POWER SWITCH / GFCI RECEPTACLE.1" CONDUIT AND SWEEP ELL FOR 110 VAC POWER LINE.
1" CONDUIT AND SWEEP ELL WITH FLOW SENSOR CABLE.9
10
11
12
13
14
15
16
ELECTRICAL FLEX CONDUIT FOR POWER.
5/8" X 8' GROUND ROD WITH #6 GROUND WIRE AND
CLAMP. LOCATE 8'-12' FROM ENCLOSURE.
10" ROUND VALVE BOX AROUND GROUND ROD. FILL
WITH 3/4" CRUSHED ROCK.
3" CONDUIT AND SWEEP ELL FOR LEAD WIRES.
1" CONDUIT AND SWEEP ELL FOR MASTER VALVE WIRES.
FLOW SENSOR TERMINAL BOARD.
FINISHED GRADE.
#6 GROUND WIRE SECURED TO BACKBOARD
GROUNDING TERMINAL.
1" CONDUIT AND SWEEP ELL FOR GROUND WIRE.
13
12
14 157
11
1616
3
9-1/2"
LID
OPEN
EMP-16, STRONGBOX QUICK-PAD. FILL WITH 3/4"
CRUSHED ROCK.
NOTE: SEE IRRIGATION LEGEND CALL OUT FOR INCLUDED SATELLITE COMMUNICATION COMPONENTS.
SUGGESTED CONDUIT SIZES MAY NEED TO BE LARGER.
reen Tech
NOTE: INSTALL A MINIMUM OF 3' FROM HARDSCAPE AND PLANTING EDGES TO ALLOW FOR SCREENING.
LID-01
Landscape
Irrigation Details
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
Sheet Title:
On
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Date:Description:#
09-08-23
Sheet Revisions:
Sheet Information:
LS360 Job No.:
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Date:Description:#
09-08-23
LANDSCAPE IRRIGATION
PART 1 - GENERAL
1.1 Summary
A.It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner.
B.The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these
specifications, and as necessary to complete the contract.
1.2 Construction Drawings
A.Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the
structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions.
Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between
irrigation systems, planting, and architectural features.
B.All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is
shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final
authority for clarification.
C.The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or
discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of
the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any
revision necessary.
1.3 Quality Assurance
A.Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with
the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section.
B.Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering
points not shown in the drawings and specifications.
C.All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these
specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of
the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a
better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take
precedence.
D.All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner.
E.The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits
secured or arrangements made by others affecting the work of this section.
1.4 Submittals
A.Submittals Materials List:
1.After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of
all irrigation system materials, or processes proposed to be furnished and installed as part of this contract.
2.The submittals materials list shall include the following information:
a.A title sheet with the job name, the contractor's name, contractor's address and telephone number, submittal date and submittal number.
b.An index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the
item model number (i.e. I-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts.
c.The catalog cuts shall be one or two pages copied from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts
lists, exploded diagrams, price lists or other extra information.
d.The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified
sizes shall be circled on the catalog cuts.
e.Submittals for equipment indicated on the legend without manufacturer names, or “as approved”, shall contain the manufacturer, Class or Schedule,
ASTM numbers and/or other certifications as indicated in these specifications.
3.Submittal materials list format requirements:
a.Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed.
b.Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. Submittals shall not have tabs, tab sheets,
spiral binding, or any other type of binding that will interfere with automated copying of submittals.
c.Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index.
d.Re-submitted packages must be revised to include only the equipment being re-submitted. Equipment previously reviewed and accepted shall not be
re-submitted in the materials list/index sheet or in the catalog cut sheet package.
B.Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and
specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval.
1.Provide a written statement indicating the reason for making the substitution.
2.Provide catalog cut sheets, technical data, and performance information for each substitute item.
3.Provide in writing the difference in installed price if the item is accepted.
C.The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance.
D.Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee.
E.The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above.
1.5 Existing Conditions
A.The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and
telephone line connection to the irrigation system.
B.Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of
construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction.
C.Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and
he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor
shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any
other such conditions are encountered.
D.The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own
cost; all damage resulting from his operations or negligence.
E.The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans prior to paving operations.
F.The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work.
G.The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations.
H.Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or
modifying any existing irrigation system.
I.The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of this
project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be
complete to the satisfaction of the Owner's Representative.
J.The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleeving.
Bore holes under 2 inches in diameter and smaller shall be made with a BulletMole® underground boring tool as manufactured by Dimension Tools, LLC (Contact
telephone number (888)-650-5554 or at www.bulletmole.com). Bore holes larger than 2 inches in diameter shall be made with an approved mechanical boring
tool. No air jacking or hydraulic boring of any kind shall be allowed.
1.6 Inspections
A.The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide
safe access for such visits.
B.Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized
representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a
minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so
ordered, uncovered at the Contractor's expense.
C.Inspections will be required for the following at a minimum:
1.Pre-construction meeting.
2.System layout.
3.Pressure test of irrigation mainline (Four hours at 125 PSI or 120% of static water pressure, whichever is greater.) Mainline pressure loss during test shall not
exceed 2 PSI.
4.Coverage test of irrigation system. Test shall be performed prior to any planting.
5.Final inspection prior to start of maintenance period.
6.Final acceptance prior to turnover.
D.Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must complete and
up to date for each site visit.
E.Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and
governing agencies for re-inspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner.
1.7 Storage and Handling
A.Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other
trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no
additional cost to the Owner.
B.Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a
bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load.
1.8 Cleanup and Disposal
A.Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste
material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his
work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative.
B.At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area.
1.9 Turnover Items
A.Record Drawings:
1.Record accurately on one set of drawings all changes in the work constituting departures from the original contract drawings and the actual final installed
locations of all required components as shown below.
2.The record drawings shall be prepared to the satisfaction of the Owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or
Owner's authorized representative.
3.All record drawings shall be prepared using AutoCAD 2010 drafting software and the original irrigation drawings as a base. No manual drafted record
drawings shall be acceptable. The Contractor may obtain digital base files from the Landscape Architect or Owner's authorized representative.
4.If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide record drawing drafting as a
separate service.
5.Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the Landscape Architect or Owner's authorized
representative. After acceptance by the Landscape Architect, City Inspector or Owner's authorized representative re-plot the record drawings onto
reproducible Mylar sheets. The Contractor shall also provide record drawing information on a digital AutoCAD Release 2010 drawing file. All digital files shall
be provided on a compact disc (CD) clearly marked with the project name, file descriptions and date.
a.Record drawing information and dimensions shall be collected on a day-to-day basis during the installation of the pressure mainline to fully indicate all
routing locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection of the work.
b.Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown for each piece of
irrigation equipment shown below. Where multiple components are installed with no reasonable reference point between the components, dimensioning
may be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching the irrigation legend for the drawings. All lettering on the
record drawings shall be minimum 1/8 inch in size.
6.Show locations and depths of the following items:
a.Point of connection (including water POC, backflow devices, master control valves, flow sensors, etc.)
b.Routing of sprinkler pressure main lines (dimensions shown at a maximum of 100 feet along routing)
c.Isolation valves
d.Automatic remote control valves (indicate station number and size)
e.Quick coupling valves
f.Drip air relief and flush valves
g.Routing of control wires where separate from irrigation mainline
h.Irrigation controllers (indicate controller number and station count)
i.Related equipment (as may be directed)
B.Controller Charts:
1.Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. The areas covered by the individual control valves shall be indicated using
colored highlighter pens. A minimum of six individual colors shall be used for the controller chart unless less than six control valves are indicated.
2.Landscape Architect or Owner's authorized representative must approve record drawings before controller charts are prepared.
3.The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size.
4.When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness.
C.Operation and Maintenance Manuals:
1.Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final
inspection. The manuals shall describe the material installed and the proper operation of the system.
2.Each complete, bound manual shall include the following information:
3.Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives.
a.Operating and maintenance instructions for all equipment.
b.Spare parts lists and related manufacturer information for all equipment.
D.Equipment:
1.Supply as a part of this contract the following items:
a.Three 30-inch sprinkler keys for manual operation of control valves.
b.Two keys for each automatic controller.
c.Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys.
d.One valve box cover key or wrench.
e.Six extra sprinkler heads of each size and type.
f.For specified butterfly valves if required: One (1) 5-foot long valve handle, to fit 2-inch square AWWA operating nut, for use with the specified butterfly valves.
2.The above equipment shall be turned over to Owner's authorized representative at the final inspection.
1.10Completion
A.At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list
of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This
checked off list to indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in
writing by the Landscape Architect, Owner's authorized representative, and governing agencies.
B.The Owner's authorized representative shall have final authority on all portions of the work.
C.After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of
operating and maintenance instructions.
D.Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the Owner.
Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work.
1.11Guarantee
A.The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled
areas below grade, for a period of one (1) year following the filing of the Notice of Completion.
B.Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to Owner within ten (10) calendar days of
receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the
Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the
satisfaction of the Owner by the Contractor, all at no additional cost to the Owner.
C. Guarantee shall be submitted on Contractors own letterhead as follows:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the
drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of
the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or
replacements within 10 calendar days following written notification by the Owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written
notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand.
PROJECT NAME:
PROJECT LOCATION:
CONTRACTOR NAME:
ADDRESS:
TELEPHONE:
SIGNED:
DATE:
PART 2 - MATERIALS
2.1Summary
Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or
governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner.
2.2Pipe
A.Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241.
B.Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming to ASTM D1785.
2.3Metal Pipe and Fittings
A.Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe.
B.Fittings shall be medium brass, screwed 125-pound class.
C.Copper pipe and fittings shall be Type "K" sweat soldered, or brazed as indicated on the drawings.
2.4Plastic Pipe and Fittings
A.Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation,
and date of extrusion.
B.All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785.
C.All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet, all mainline fittings shall be Schedule 80 PVC) and shall be injection
molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side
gated. All fittings shall conform to ASTM D2464 and ASTM D2466.
D.All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785.
E.All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency,
not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855.
F.When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal.
G.All pressure mainlines installed with solvent weld PVC fittings shall be installed with concrete thrust blocking at all directional changes in the mainline routing. Concrete thrust blocking shall not be
required when ductile iron fittings and mechanical restraints are specified.
2.5 Valves
A.Ball Valves:
1.Ball valves shall be of the manufacturer, size, and type indicated on the drawings.
2.Ball valves shall be constructed of a bronze or stainless steel body, stainless steel ball and stem. Ball valves shall have threaded connections.
3.All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards.
B.Quick Coupler Valves:
1.Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings.
2.Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 1” female threads opening at base, with
two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the
coupler key and valve.
C.Automatic Control Valves:
1.Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings.
2.Automatic control valves shall be electrically operated.
3.Provide Christy's valve ID tags for each remote control valve with valve number.
2.6 Valve Boxes
A.Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils.
B.The valve box cover shall be green in color and secured with a hidden latch mechanism or bolts.
C.The cover and box shall be capable of sustaining a load of 1,500 pounds.
D.Valve box extensions shall be by the same manufacturer as the valve box.
E.The plastic irrigation valve box cover shall be an overlapping type.
F.Automatic control valve, ball valve boxes shall be 16"x11"x12" 'nominal' rectangular size. Valve box covers shall be marked "RCV" with the valve identification number, or “BV” "heat branded" onto the
cover in 1-1/4 inch high letters / numbers.
G.Drip flush valve and Air relief valve boxes shall be 6" circular size. Valve box covers shall be marked with "FV" or “ARV” "heat branded" onto the cover in 1-1/4 inch high letters.
H.Quick coupler valve boxes shall be 10" circular size. Valve box covers shall be marked with "QCV" "heat branded" onto the cover in 1-1/4 inch high letters.
2.7 Automatic Controller
A.Automatic controller shall be of the manufacturer, size, and type indicated on the drawings.
B.Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings.
C.Controller shall be grounded according to local codes using equipment of the manufacturer, size, and type indicated on the drawings; or as required by local codes and ordinances.
2.8 Electrical
A.All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations.
B.All electrical work shall conform to local codes and ordinances.
2.9 Low Voltage Control Wiring
A.Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge.
B.Connections shall of the manufacturer, size, and type indicated on the drawings.
C.Common wires shall be 2-wire communication cable per the legend (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted
on the "Record Drawings" plans located on controller door).
D.Ground wires shall be green in color or bare copper and in no case smaller than 6 gauge.
2.10 Irrigation Heads and Drip Emitters AND INLINE DRIP TUBING
A.Irrigation heads, drip emitters and inline drip tubing shall be of the manufacturer, size, type, with radius of throw, operating
pressure, and discharge rate indicated on the drawings.
B.Irrigation heads, drip emitters and inline drip tubing shall be used as indicated on the drawings.
2.11 Drip Irrigation Equipment
Drip tubing equipment such as flush valves, air relief valves, wye strainers and pressure regulators shall be of the manufacturer, size, and type indicated on the drawings.
2.12 Miscellaneous Equipment
A.Landscape Fabric:
1.Landscape fabric for valve box assemblies shall be 5.0- oz. weight woven polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 PSI, a puncture strength of 60 lbs. and
capable of water flow of 12 gallons per minute per square foot.
2.Type: DeWitt Pro 5 Weed Barrier or approved equal.
B.Equipment such as flow sensors, rain sensors, freeze sensors, flush valves, air relief valves, wye strainers, and master valves shall be of the manufacturer, size and type indicated on the drawings.
PART 3 - EXECUTION
3.1 Site Conditions
A.Inspections:
1.Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.
2.Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations.
B.Discrepancies:
1.In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative.
2.Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved.
C.Grades:
1.Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade.
2.Final grades shall be accepted by the Engineer before work on this section will be allowed to begin.
D.Field Measurements:
1.Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other
work.
2.All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section.
3.Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect.
E.Diagrammatic Intent:
The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary
to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner.
F.Layout:
1.Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller.
2.Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and
adjacent to planted areas, install the piping in the planted areas.
G.Water Supply:
Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner.
H.Electrical Service:
1.Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner.
2.Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others.
3.Contractor shall make electrical connections to the irrigation controller. 230-volt single-phase electrical power source to pump assembly location shall be provided by others per NEC codes.
3.2 Trenching
A.Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below
finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade.
B.Provide minimum cover of 18 inches on pressure supply lines 2 ½ inches and smaller.
C.Provide minimum cover of 24 inches on pressure supply lines 3 inches and larger.
D.Provide minimum cover of 18 inches for control wires.
E.Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways.
F.Provide minimum cover of 12 inches for non-pressure lines.
G.Pipes installed in a common trench shall have a 4-inch minimum space between pipes.
3.3 thrust blocks
A.Thrust blocks must be constructed of Class “B” concrete.
B.Thrust blocks shall be poured against undisturbed site soil.
C.PVC fitting joints shall be kept free of concrete. Do not encase fitting in concrete.
D.Thrust blocking shall be sized to provide the minimum bearing areas as shown below. Bearing areas indicated have been calculated for PVC pipe at a test pressure of 150 PSI in soil with 2,000 PSI
bearing capacity. Increase thrust block sizing as necessary for varying soil conditions.
1.Provide a minimum thrust block bearing area of 2.0 square feet on all bends (all degrees) and tees installed on pressure supply lines 4 inches and smaller.
3.4Backfilling
A.Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inches in diameter.
B.Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit
thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades.
C.Flooding in lieu of tamping is not allowed.
D.Under no circumstances shall truck wheels be used to compact backfill.
E.Provide sand backfill a minimum of 4 inches over and under all piping under paved areas.
3.5Piping
A.Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement.
B.Cutting or breaking of existing pavement is not permitted.
C.Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification.
D.Remove all dented and damaged pipe sections.
E.All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades.
F.Parallel lines shall not be installed directly over each other.
G.In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from
each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling.
H.PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer.
I.Center load all plastic pipe prior to pressure testing.
J.All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste.
K.For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal
connections shall be made with plastic female adapters.
3.6Controller
A.The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location.
B.The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller.
C.The irrigation system shall be programmed to operate during the periods of minimal use of the design area.
3.7Control Wiring
A.Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible.
B.All control wire shall be installed in a conduit per the legend and details.
C.All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection.
3.8Valves
A.Automatic control valves, quick coupler, and gate valves are to be installed in the approximate locations indicated on the drawings.
B.Valve shall be installed in shrub areas whenever possible.
C.Install all valves as indicated in the detail drawings.
D.Valves to be installed in valve boxes shall be installed one valve per box.
E.Provide valve ID tags for each remote control valve with valve number.
3.9Valve Boxes
A.Valve boxes shall be installed in shrub areas whenever possible.
B.Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in
lawn areas and 2 inches above finish grade in ground cover areas.
3.10Irrigation Heads DRIP EMITTERS And INLINE Drip Tubing
A.Irrigation heads, drip emitters and inline drip tubing shall be installed as indicated on the drawings.
B.Spacing of heads and inline drip tubing shall not exceed maximum indicated on the drawings.
C.Riser nipples shall be of the same size as the riser opening in the sprinkler body.
3.11Miscellaneous Equipment
A.Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices.
B.Quick coupler valves shall be set approximately 18 inches from walks, curbs, header boards, or paved areas where applicable.
C.Install devices such as rain sensors, freeze sensors, flush valves, and air relief valves, master valves and flow sensors as indicated on the drawings and as recommended by the manufacturer.
3.12Flushing the System
A.Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers.
B.Irrigation heads shall be installed after flushing the system has been completed.
3.13Adjusting the System
A.Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test.
B.If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or
adjustments shall be made prior to any planting.
C.The entire system shall be operating properly before any planting operations commence.
D.Automatic control valves are to be adjusted so that the irrigation heads, drip emitters and inline drip tubing operate at the pressure recommended by the manufacturer.
3.14Testing and Observation
A.Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies.
B.The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing.
C.When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in
the presence of the Landscape Architect.
D.The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as
indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished
before starting any planting.
E.Areas to be maintained for the formal maintenance period shall start maintenance at the same time, as directed by the Landscape Architect, Owner, and governing agencies. Partial areas will not be
released into maintenance prior to completion of items listed in the pre-maintenance review. The maintenance period may not be phased.
F.If, after the maintenance review, the irrigation systems are not accepted by the Landscape Architect, the contractor shall
reimburse the Architect for additional site visits, or additional time required to review work. All additional time will be billed at the Architect's hourly rate and will be paid for by the contractor at
no additional cost to the owner.
G.Final inspection will not commence without record drawings as prepared by the Irrigation Contractor.
3.15 Maintenance
During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings.
3.16 Completion Cleaning
Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be swept, and any damage sustained on the
work of others shall be repaired to original conditions.
END OF SECTION
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR
THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN"
IRRIGATION CONSULTANT'S STATEMENT
LIS-01
Landscape
Irrigation
Specifications
STOP
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Sheet Information:
LS360 Job No.:
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Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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06-27-2024
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Agency Submittal
AP
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06-27-2024
LPP-01
Landscape
Planting Plan
6FDOH
PLANTING LEGEND
*QUANTITIES ARE PER SHEET AND ARE FOR CONVENIENCE ONLY. THE
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL
QUANTITIES OF PLANT MATERIAL AS DRAWN OR CALLED OUT ON THE PLAN.
REMARKSSIZEQTY.*DETAILWSYMBOLBOTANICAL NAME
COMMON NAME
†WUCOLS - WATER USE CLASSIFICATION OF LANDSCAPE SPECIES:
VL = VERY LOW L = LOW M = MODERATE H = HIGH
THIS PROJECT IS IN REGION
†
3
TREES
SHRUBS
GEIJERA PARVIFLORA
AUSTRALIAN WILLOW
M
24"
BOX
1
GAL
04, 05 /
LPD-01
1
GAL
CARISSA MACROCARPA 'GREEN CARPET'
GREEN CARPET NATAL PLUM
DIANELLA TASMANICA 'VARIEGATA'
VARIEGATED FLAX LILY
LIGUSTRUM JAPONICUM 'TEXANUM'
JAPANESE PRIVET
30" O.C. MAX.
5
GAL
M
5
GAL
M
01,02,03 /
LPD-01
1
GAL.
L
MAGNOLIA GRANDIFLORA 'LITTLE GEM'
LITTLE GEM DWARF SOUTHERN MAGNOLIA
MYRTUS COMMUNIS 'COMPACTA'
DWARF MYRTLE
RHAPHIOLEPIS INDICA 'BALLERINA'
BALLERINA INDIAN HAWTHORN
36"
BOX
STANDARD FORM
24"
BOX
M
M
M
M
30" O.C. MAX.
36" O.C. MAX.
30" O.C. MAX.
30" O.C. MAX.
PROTECT IN PLACE - PLANTING
EXISTING PLANT MATERIAL TO BE PROTECTED
IN PLACE
16
05
19
737
816
179
48
964
01,03,06 /
LPD-01
01,02,03 /
LPD-01
04, 05 /
LPD-01
04, 05 /
LPD-01
04, 05 /
LPD-01
04, 05 /
LPD-01
STANDARD FORM
LOPHESTEMON CONFERTUS
BRISBANE BOX
STANDARD FORM AND NO
CLIP TIPS
EXISTING LIGHTING
TO REMAIN
EXISTING LIGHTING
TO REMAIN
NEW 6' HT. WOOD WALL SCREEN
FENCING, PAINTED WITH
INTERMITTENT GRAPHICS
EXISTING WOOD WALL
SCREEN FENCING TO BE
PROTECTED-IN-PLACE
NEW 6' HT. WOOD WALL SCREEN FENCING, PAINTED WITH INTERMITTENT GRAPHICS
SPECIFICATIONS
1.3/4″ MARINE GRADE PLYWOOD SHEETS INSTALLED VERTICALLY TO PROVIDE AN 8′ TALL
FENCE
2.(4) 2″X 4″ RAILS INSTALLED HORIZONTALLY TO PROVIDE A STRONG AND SECURE FENCE
3.2 1/2″ SCHEDULE 40 POSTS DRIVEN 30″ INTO THE GROUND ON 8′ CENTER
4.USE FLANGE POSTS WITH CONCRETE ANCHORS FOR CORE DRILLING (CORING) ASPHALT OR
CONCRETE SURFACES
NEW PARKING LOT LIGHTING,
REFER TO ELECTRICAL PLANS
NEW 6' HT. WOOD WALL
SCREEN FENCING,
PAINTED WITH
INTERMITTENT GRAPHICS
EXISTING WOOD WALL
SCREEN FENCING TO BE
PROTECTED-IN-PLACE
01 TREE PLANTING
02 TREE STAKING
03 TREE DRAINAGE - SUMP06
SHRUB AND GROUNDCOVER SPACING05
SHRUB AND GROUNDCOVER PLANTING0400
00
NOT USED
NOT USED
0000 NOT USEDNOT USED
00
00 NOT USED
NOT USED
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
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Sub-Consultant:
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Date:Description:#
06-27-2024
LPD-01
Landscape
Planting Details
DP-Tree-Plant
SCALE: 3/4"=1'-0"
RO
O
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B
A
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T
H
2'-0" LARGER THAN ROOTBALL
6"
TREE ROOTBALL. MAINTAIN ROOT CROWN 2"
ABOVE ADJACENT FINISH GRADE.
1
3" THICK LAYER OF BARK CHIP MULCH WITHIN
WATER BASIN.
2
6" TALL PEDESTAL OF RE-COMPACTED OR
NATIVE SOIL TO PREVENT SETTLING OF
ROOTBALL.
3
FERTILIZER AND/OR ROOT STIMULATOR
PACKETS. APPLICATION, QUANTITY AND
BRAND PER PLANTING SPECIFICATIONS.
PLACE 2/3 THE DEPTH OF ROOT BALL
SURFACE.
4
4" DEEP WATERING BASIN AROUND PLANTING
PIT. REMOVE BASIN PRIOR TO THE END OF
MAINTENANCE PERIOD.
5
SCARIFY SIDES AND BOTTOM OF PLANTING
PIT.
6
PREPARED/AMENDED BACKFILL SOIL PER
PLANTING SPECIFICATIONS WHERE
APPLICABLE.
7
FINISH GRADE.8
UNDISTURBED NATIVE SOIL.9
DRAINAGE SYSTEM. REFER TO DRAINAGE
DETAILS FOR SPECIFIC DRAINAGE
CONFIGURATION OF VARIOUS TREE TYPES &
CONDITIONS.
10
Section
Scale: 3/4"=1'-0"
2"
1. LANDSCAPE CONTRACTOR SHALL REFER TO
PLANTING SPECIFICATIONS FOR ADDITIONAL
TREE PLANTING REQUIREMENTS INCLUDING
BUT NOT LIMITED TO SOIL AMENDMENTS,
FERTILIZERS, ROOT STIMULATORS, TREE
TRUNK GUARDS.
2. LANDSCAPE CONTRACTOR SHALL REFER TO
PLANTING LEGEND FOR REFERENCES TO
ADDITIONAL DETAILS REQUIRED PER TREE
SPECIES INCLUDING BUT NOT LIMITED TO
TREE STAKING/GUYING, DRAINAGE, ROOT
BARRIER.
NOTES:
1
2
3
4 5
6
7
8
9
10
S-TREE STAKING
SCALE: 3/4"=1'-0"
3" DIAMETER X 12' PINE LODGE POLE (2 TYP.
PER TREE) WITH TEN-INCH TAPERED DRIVING
POINT AND CHAMFERED TOP, UNTREATED,
NATURAL WOOD COLOR. KEEP CLEAR OF
ROOTBALL. REFER TO SPECIFICATIONS FOR
BRAND AND STAKE MATERIAL
TREE TRUNK
2
3" DEEP WATERING BASIN
3
TREE PLANTING PIT. REFER TO STANDARD
TREE PLANTING DETAIL, THIS SHEET, FOR
PLANTING INSTRUCTIONS AND
SPECIFICATIONS
4
FINISH GRADE
5
UNDISTURBED NATIVE SOIL
6
Section
Scale: 3/4"=1'-0"
NOTES:
1. REFER TO PLANTING SPECIFICATIONS AND
DETAILS FOR SOIL AMENDMENTS AND
PREPARATION, FERTILIZERS AND ROOT
STIMULATORS, TREE TRUNK GUARDS AND
ANY INFORMATION RELATED TO TREE
PLANTING.
2. ALL STANDARD FORM TREES 15 GALLON
THROUGH 36" BOX SHALL BE STAKED AS
ILLUSTRATED.
3. BOX SIZES UP TO BUT NOT INCLUDING 36"
SHALL RECEIVE 2" DIAMETER STAKES. BOX
SIZES 36" AND UP SHALL RECEIVE 3"
DIAMETER STAKES.
16"
M
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CLEARCLEAR
7
1
3
2
4
5
7
12
'
-
0
"
PLAN VIEW
Scale: 1-1/2"=1'-0"
18
"
-
3
6
"
VINYL TREE SUPPORT - (4) PER TREE
TYPICAL. CINCH TIE 32" BY VIT PRODUCTS
(PER SPECIFICATIONS)
6
21
3PREVAILING WIND
2'-
0
"
M
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6'-
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"
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DP-Drain-Sump
SCALE: 3/4"=1'-0"
INSTALL 4" DIAMETER PVC DRAIN CAP, 2"
ABOVE GRADE, N.D.S. #11 (BLACK).
1
10
'
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"
D
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Plan View
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
4" DIAMETER VERTICAL PVC INSPECTION
PIPE. ALL EXPOSED PVC PIPE SHALL BE
PAINTED BLACK.
2
ROOTBALL CENTERED IN PIT. REFER TO TREE
AND/OR PALM PLANTING DETAIL.
3
FINISH GRADE.4
4" DIAMETER PERFORATED PVC PIPE
AROUND BOTTOM OF PLANTING PIT. PIPE
SHALL BE WRAPPED WITH FILTER FABRIC
"SOCK".
5
TREE PLANTING PIT.6
PVC CROSS FITTING SHALL BE INSTALLED
BETWEEN VERTICAL INSPECTION PIPE,
PERFORATED DRAIN PIPE AND PIPE IN DRAIN
SUMP.
7
8 3/4" DIAMETER GRAVEL BACKFILL IN 12"
DIAMETER AUGERED HOLE. HOLE DEPTH PER
SOILS REPORT.
12" DIAMETER
1. LANDSCAPE CONTRACTOR SHALL REFER TO
PLANTING SPECIFICATIONS FOR ADDITIONAL
TREE PLANTING REQUIREMENTS INCLUDING
BUT NOT LIMITED TO SOIL AMENDMENTS,
FERTILIZERS, ROOT STIMULATORS, TREE
TRUNK GUARDS.
2. LANDSCAPE CONTRACTOR SHALL REFER TO
TREE AND/OR PALM PLANTING DETAIL FOR
ADDITIONAL INFORMATION RELATED TO TREE
AND/OR PALM PLANTING.
NOTES:
1
2
8
7
4
3
5
6
1
2 3
4
6
5
7
8
DP-Shrub-Plant
SCALE: 1"=1'-0"
Section
Scale: 1"=1'-0"
SHRUB SHALL BE PLANTED WITH ROOTBALL
CROWN 1" ABOVE FINISH GRADE AND
SLOPED FOR DRAINAGE. AVOID PLANTING IN
FRONT OF IRRIGATION SPRAY HEADS TO
PROVIDE CLEARANCE WHEN POSSIBLE.
1
3" HIGH WATER RETENTION BASIN SHALL BE
REMOVED PRIOR TO THE END OF THE
MAINTENANCE PERIOD.
2
FINISH GRADE.3
UNDISTURBED NATIVE SOIL.4
PLANT FERTILIZER TABLETS SHALL BE SET 3"
BELOW GRADE. QUANTITY PER PLANTING
NOTES AND SPECIFICATIONS.
5
AMENDED PER SOIL PER SPECIFICATION AND
APPROVED HORTICULTURAL SOILS REPORT.
6
6" MINIMUM COMPACTED NATIVE BACKFILL
PER APPROVED HORTICULTURAL SOILS
REPORT.
7
RO
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B
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6"
1. LANDSCAPE CONTRACTOR SHALL REFER TO
PLANTING SPECIFICATIONS FOR ADDITIONAL
SHRUB PLANTING REQUIREMENTS.
2. BACKFILL MATERIAL SHALL NOT HAVE
PARTICLES GREATER THAN 1/2".
3. PLANT PIT HOLE SHALL BE EXCAVATED TO A
MINIMUM OF 6" WIDER AND 6" DEEPER THAN
NURSERY CONTAINER.
4. BOTTOM AND SIDES OF PLANT PIT SHALL BE
SCARIFIED PRIOR TO BACKFILL.
5. ALL SHRUB AREAS SHALL RECEIVE 3" THICK
LAYER PLANTER MULCH, REFER TO PLANTING
SPECIFICATIONS. MAINTAIN MULCH 6" CLEAR
FROM BASE OF ALL SHRUB STEMS.
NOTES:
1
2
3
4
5
6
7
EQ.EQ.
DP-Shrub-Spacing
SCALE: 1"=1'-0"
SPACE PLANT MATERIAL AND SET BACK
FROM EDGE OF CURB/PAVING PER SPACING
INDICATED IN THE PLANTING LEGEND.
1 PAVING, CURB, BUILDING, OR HEADER.
3
2
ALIGN PLANT MATERIAL AT OUTSIDE EDGES
OF PLANTER AREA.
Plan View - Triangular Spacing
Scale: 1"=1'-0"
CL
EQUAL
ON-CENTER
SPACING
EQ
U
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EQ
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6"
M
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HALF OF ON-CENTER
SPACING. 6" MINIMUM
CL
1
23
3
TREE STAKING - LOPHESTEMON DP-Tree-Stake-Tristania
SCALE: 3/4"=1'-0"
TRISTANIA TREE (24" - 36" BOX)1
21' LONG, 112" DIAMETER SCH. 40 GALVANIZED
STEEL STAKE INSTALLED AT EDGE OF
ROOTBALL. PAINT STAKE ABOVE THE
COUPLING BLACK. CUT TO MATCH HEIGHT OF
TREE. INSTALL POLE AWAY FROM VIEW,
WHERE POSSIBLE (DIRECTION TO BE
CONSISTENT). TOP OF STAKE SHALL BE CUT
FLUSH WITH NO EXPOSED THREADS OR
METAL CAP
3
V.I.T. HOSE AND WIRE TREE SUPPORTS: HW36,
WIRE LENGTH 36". WIRES CAN BE TRIMMED AS
NECESSARY. AVAILABLE THROUGH V.I.T.
PRODUCTS AT 760.735.2450 OR 800.729.1314.
HOSE AND WIRE TIE SHALL NOT GIRDLE OR
TOUCH THE TREE. ALLOW FOR 1" CLEAR
SPACE BETWEEN EDGE OF TRUNK AND INSIDE
EDGE OF HOSE
4
FINISH GRADE
8
THREE (3) 14" DIA. HOLES DRILLED THROUGH
THE STAKE TO ACCEPT TREE TIE. FIRST HOLE
IS 24" FROM TOP OF STAKE, SECOND HOLE IS
36" FROM TOP OF STAKE AND THIRD HOLE
SHALL BE NO MORE THAN 6'-0" ABOVE FINISH
GRADE. TREE TIE LOCATIONS MAY NEED TO BE
ADJUSTED BASED ON THE FIELD CONDITION
TO ADEQUATELY SUPPORT THE TREE
5 GALVANIZED STEEL THREADED COUPLING
PAINTED BLACK. TOP OF COUPLING SHALL BE
LOCATED 12" ABOVE FINISH GRADE
Section
Scale: 3/4"=1'-0"
UNDISTURBED NATIVE SOIL
7
6
2'
-
0
"
M
I
N
.
TREE PLANTING PIT. REFER TO STANDARD
TREE PLANTING DETAIL FOR PLANTING
INSTRUCTIONS AND SPECIFICATIONS
2
1. TREE STRAPS SHALL BE REMOVED
INDIVIDUALLY ON AN AS NEEDED BASIS ONCE
THE TREE TRUNK HAS GROWN TO 80% OF THE
STRAP'S CAPACITY.
2. EXTENDING THE METAL STAKE AND ADDING
NEW STRAPS MAY BE NECESSARY AS THE
TREE GROWS TALLER.
3. THE ENTIRE LENGTH OF THE METAL STAKE
SHALL BE COMPLETELY REMOVED ONCE THE
TREE TRUNK IS LARGE ENOUGH TO SUPPORT
OVERALL TREE INCLUDING NEW GROWTH
BETWEEN ROUTINE TREE TRIMMINGS. HOLE
FROM THE STAKE SHALL BE FILLED IN WITH
SOIL.
NOTES:
6'
-
0
"
M
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.
A
B
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8
6
2
3
4
5
7
12
"
VARIES PER
BOX SIZE
12
"
M
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.
18
"
M
A
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.
2'
-
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"
3'
-
0
"
1. THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER
SHALL USE LANDSTUDIO360 TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION OBSERVATION. FAILURE TO USE LANDSTUDIO360
TO COMPLETE THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN SHALL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING
FROM MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE
PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LANDSTUDIO360 DOES NOT COMPLETE THE FIELD
OBSERVATION SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED
THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LANDSTUDIO360 FROM AND AGAINST ANY AND ALL
CLAIMS.
OWNER'S RESPONSIBILITIES LANDSCAPE ARCHITECT'S REQUIRED FIELD OBSERVATION WORK:
LANDSCAPE CONTRACTOR'S RESPONSIBILITIES
LANDSCAPE PLANTING PROCEDURES:
1. GENERAL CONDITION, QUALITY, AND CARE OF PLANTS
A. ALL PLANT MATERIAL SHALL BE OF A SIZE, CHARACTER, AND QUALITY WHICH MEETS THE ACCEPTED INDUSTRY STANDARDS FOR THAT PLANT
SPECIES AND SHALL BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, OR OTHER DETRIMENTAL CHARACTERISTICS.
B. PLANTS SHALL BE FULL AND MATCHED IN HEIGHT AND FORM
C. ALL PLANT MATERIAL SHALL BE AS SPECIFIED AND PLANTED AS DETAILED AND NOTED. ANY PROPOSED SUBSTITUTIONS SHALL BE APPROVED
BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE.
D. ALL PLANT MATERIAL SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WINDBURN,
VANDALISM, OR ANY OTHER INJURY.
E. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS
SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.
2. PRIOR TO PLANTING
A. PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL ROCKS GREATER THAN 1" IN
DIAMETER, WEEDS, DEBRIS, AND OTHER EXTRANEOUS MATERIAL IN PLANTING AREAS FROM THE JOB SITE AND DISPOSE OF IT OFF-SITE IN A
SUITABLE AND LAWFUL MANNER.
B. UPON COMPLETION OF ALL IRRIGATION WORK, ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE; CLEARED AND GRUBBED
OF SURFACE WEED GROWTH; AND SHALL BE WEED FREE PRIOR TO PROCEEDING WITH ANY PLANTING WORK.
C. THE CONTRACTOR SHALL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER PERMANENT OBJECTS AND LIMITS OF WORK. ALL
CHANGES IN GRADE SHALL BE BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF SHALL BE SMOOTHED TO THE
OWNER'S SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, CLODS OR OTHER EXTRANEOUS MATERIAL SHALL BE REMOVED FROM THE SITE.
3. DRAINAGE
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS, AND
SPECIFICATIONS. GRADE ALL PLANTING AREAS AT A MINIMUM 2% GRADIENT.
4. SHRUB AND GROUNDCOVER PLANTING
A. CONTRACTOR SHALL INSTALL AND IMPLEMENT ALL SHRUB AND GROUNDCOVER PLANTING WITH A TWO (2) ROW MINIMUM, UNLESS OTHERWISE
NOTED WITHIN LANDSCAPE PLANS. PLANTING SHALL ALSO BE IMPLEMENTED IN A TRIANGULAR SPACING. REFER TO THE LANDSCAPE PLANTING
DETAIL SHEET FOR SHRUB AND GROUNDCOVER SPACING DETAIL.
B. PLANT MATERIAL INSTALLED ADJACENT (FRONT OR SIDE) TO PARKING LOT STALL, SHALL BE PLANTED 2'-0" FROM BACK OF CURB TO CENTER OF
PLANT.
C. ALL GROUNDCOVER AREAS SHOWN ON THE PLANS SHALL BE PLANTED WITH ROOTED CUTTINGS FROM FLATS CONTINUOUS UNDER TREES AND
SHRUBS AND SPACED AS NOTED ON PLANS AND STAGGERED AS SHOWN ON DETAIL.
D. ALL PLANTING TO BE INSTALLED PER PLANTING DETAILS.
E. ALL PLANTS SHALL HAVE THE DESIGNED DRAINAGE, ROOT BARRIERS, PLANT TABLETS, AND MYCORRHIZAL PACKETS PER SPECIFICATION.
F. ALL PLANTS SHALL BE PRUNED AS DIRECTED BY OWNERS REPRESENTATIVE. PLANTS WITH EVIDENT CIRCULAR ROOTS SHALL HAVE SIDES OF
THE ROOTBALL SCARIFIED PRIOR TO PLANTING. ALL PLANTS SHALL BE WATERED IMMEDIATELY AFTER BACKFILLING PLANTING PITS. ALL AREAS
RECEIVING PLANTS AND/ OR HYDROSEEDING SHALL BE MOIST TO A DEPTH OF 6" AT THE TIME OF PLANTING.
G. THE LANDSACPE CONTRACTOR SHALL INSTALL A 3" DEEP LAYER OF PLANTER MULCH IN ALL SHRUB AND GROUNDCOVER AREAS. PLANTER
MULCH SHALL BE 'FOREST FLOOR' BARK MULCH (0"-2" SIEVE SIZE) AVAILABLE FROM 'AQUINAGA FERTILIZER' ((949) 786-9558) OR APPROVED
EQUIVALENT. SUBMIT SAMPLE AND TECHNICAL INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL.
H. REMOVE ALL PLANT LABELS FROM PLANTS.
5. TREE AND PALM PLANTING
A. THE LANDSCAPE CONTRACTOR SHALL MARK THE LOCATION OF EACH TREE OR PALM IN THE FIELD WITH A MINIMUM 3'-0" LONG STAKE. THE
LOCATIONS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PLANTING PITS . THE LANDSCAPE
ARCHITECT SHALL REVIEW AND APPROVE THE LAYOUT AND SPACING OF ALL SHRUB MATERIAL PRIOR TO EXCAVATING PLANTING PITS.
B. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED DURING THE EXCAVATION OF PLANTING HOLES OR OTHER
FEATURES, ALTERNATIVE PLANTING LOCATIONS MAY BE SELECTED BY THE OWNER.
C. ALL DRAIN LINES SHALL BE INSTALLED IN CONJUNCTION WITH THE EXCAVATION FOR PLANT PITS. ROUTING OF DRAIN PIPE AND THE PRECISE
LOCATION OF AREA DRAINS SHALL AVOID ROOT BALLS.
D. THE LANDSCAPE CONTRACTOR SHALL NOT PLANT ANY TREE OR PALM WITHIN 10'-0" OF GAS, WATER, OR SEWER LINES. THE LANDSCAPE
CONTRACTOR SHALL CONTACT OWNER IF MEETING THIS CRITERIA CAUSES A CHANGE FROM LOCATIONS INDICATED ON DRAWINGS.
E. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS AND OTHER UTILITY EQUIPMENT AND TREES
OR PALMS - CONTACT CITY INSPECTOR OR APPROPRIATE UTILITY COMPANY FOR REQUIRED SETBACKS.
F. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL LINEAR ROOT BARRIER WHERE TREE TRUNKS ARE WITHIN 5'-0" OF A CONCRETE
CURB OR PAVING OF ANY MATERIAL, MAJOR SITE UTILITY, OR WHERE THE OUTSIDE EDGE OF A TREE BOX IS WITH IN 2'-0" OF A DRAIN LINE OR
IRRIGATION MAIN LINE PIPE THAT COULD BE COMPROMISED BY ROOTS. THE MINIMUM LENGTH OF ANY ROOT BARRIER SHALL BE 10'-0" AND
SHALL BE INSTALLED RUNNING PARALLEL TO THE CONCRETE EDGE OR PIPE REQUIRING PROTECTION. THE ROOT BARRIER SHALL BE
CENTERED ON THE TREE TRUNK. WHERE ROOT BARRIER SYMBOL IS SHOWN ON PLAN IT DENOTES LOCATION ONLY. INSTALL ROOT BARRIER
PER DETAIL. ROOT BARRIERS PER VILLA ROOT BARRIER OR APPROVED EQUAL.
1. THE MAINTENANCE PERIOD SHALL COMMENCE UPON THE OWNER'S WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND SHALL
CONTINUE FOR NINETY (90) CALENDAR DAYS OR UNTIL FINAL ACCEPTANCE OF THE LANDSCAPE INSTALLATION BY THE OWNER.
2. LANDSCAPE MAINTENANCE SHALL INCLUDE THE GENERAL CARE AND MAINTENANCE OF ALL AREAS AND CONSIST OF PROPER WATERING, PRUNING,
FERTILIZATION, WEEDING, RODENT CONTROL, AND CLEANUP. MAINTENANCE OF TURF AREAS SHALL INCLUDE MOWING, EDGING, FERTILIZATION, AND
WEEDING.
3. LANDSCAPE MAINTENANCE SHALL ALSO INCLUDE THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. REFER TO IRRIGATION NOTES
AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
4. MAINTENANCE WORK SHALL INCLUDE FERTILIZATION WITH THE FOLLOWING FERTILIZER AT FORTY-FIVE (45) DAY INTERVALS AFTER PLANTING. APPLY
THE FOLLOWING PER/1000 SQ. FT. OF PLANTING OR TURF AREA.
A. SHRUB AND GROUNDCOVER AREAS
8 LBS. PER 1,000 SQUARE FEET - TRI-C 6-2-4 SOIL CONDITIONER W/ FERTILIZER
15 LBS. PER 1,000 SQUARE FEET - TRI-C MYCO REVIVAL PLUS
B. TURF AREAS:
12 LBS. PER 1,000 SQUARE FEET - TRI-C 6-2-4 SOIL CONDITION W/ FERTILIZER
C. TRI C PRODUCTS, AVAILABLE FROM TRI-C ENTERPRISES, (800) 927-3311 OR WWW.NATURALSOLUTIONS.COM.
5. ANY WEED GROWTH THAT APPEARS IN PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT TEN (10) DAY INTERVALS. THE
CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE
OWNER AND LANDSCAPE ARCHITECT. THE USE OF PRE-EMERGENT HERBICIDES SUCH AS 'RONSTAR' (OR APPROVED EQUIVALENT) MAY BE
ACCEPTABLE. SUBMIT RECOMMENDED PRODUCT AND PROGRAM TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MAKING
ANY APPLICATIONS. NOTE: CULTIVATION OF GROUNDCOVER AREAS IS NOT ACCEPTABLE.
6. AFTER DISCUSSION WITH AND APPROVAL BY THE OWNER, THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS
THAT ARE CONSIDERED PROBLEMATIC.
7. THE CONTRACTOR SHALL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION. ANY SURPLUS MATERIALS AND DEBRIS SHALL BE REMOVED FROM
THE SITE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF
THE MAINTENANCE PERIOD. ANY AREAS DAMAGED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
9. THE OWNER SHALL CONDUCT A REVIEW OF THE LANDSCAPE AREAS AT THE END OF THE NINETY (90) DAY MAINTENANCE PERIOD TO DETERMINE IF
THE INSTALLATION IS ACCEPTABLE. IF THE LANDSCAPE IS FOUND TO BE UNACCEPTABLE DUE TO DEFECTIVE MAINTENANCE, THE MAINTAINANCE
PERIOD SHALL CONTINUE UNTIL ALL WORK MEETS WITH OWNERS APPROVAL.
LANDSCAPE MAINTENANCE NOTES:
VINE PLANTING NOTES:
1. ALL VINES SHALL BE PLANTED PER THE SHRUB/VINE PLANTING DETAIL AND SHALL HAVE THE SUPPORT STAKE OR ESPALIER RACK REMOVED
WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. ATTACH VINES AS NOTED BELOW AND AS SHOWN IN THE PLANTING DETAILS.
A. TUBULAR STEEL FENCE: ALL VINES SHALL BE ATTACHED TO FENCES WITH GREEN PLASTIC NURSERY TAPE. TWO (2) TIES PER BRANCH.
B. MASONRY WALLS: ON MASONRY WALLS, INSTALL EYEBOLTS AND 14 GAUGE GALVANIZED WIRE AS SHOWN IN PLANTING DETAIL. ATTACH VINES
TO WIRE WITH GREEN PLASTIC NURSERY TAPE. TWO (2) TIES PER BRANCH.
C. REMOVE STAKE FROM VINES AT FENCE LOCATIONS ONLY AND ATTACH TO FENCE USING CLEAR VINE TIES.
Sheet Revisions:
Sheet Information:
LS360 Job No.:
Drawn By:
Plan Set:
Checked By:
36023-017
STAFF
Agency Submittal
AP
Sub-Consultant:
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Date:Description:#
06-27-2024
LPS-01
Landscape
Planting Notes
& Specifications
LANDSCAPE CONTRACTOR SHALL REVIEW AND CONFIRM WITH LANDSCAPE ARCHITECT ANY AND ALL PLANTING NOTES AND SPECIFICATIONS
APPLICABLE PER PROJECT SCOPE. LANDSCAPE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANTING LEGEND AND LANDSCAPE PLANTING
DETAILS FOR ADDITIONAL INFORMATION.
1. CODES, ORDINANCES, AND REGULATIONS
A. ALL CONSTRUCTION WORK WILL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND
OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES, AND REGULATIONS.
B. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK ARE HEREBY INCORPORATED INTO, AND MADE PART OF,
THESE PLANS. WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP, OR A LEVEL OF CONSTRUCTION THAT EXCEEDS THE LEVEL
OF FEDERAL, STATE, OR LOCAL REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE.
C. ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR.
D. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE
INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND BY THE OWNER.
2. LANDSCAPE CONTRACTOR SERVICES
A. THE LANDSCAPE CONTRACTOR SHALL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND OBSERVATIONS BY PUBLIC AGENCIES THAT ARE
NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK.
B. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, AND EQUIPMENT NECESSARY TO
INSTALL LANDSCAPE PLANTING AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN.
C. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING
PRE-SELECTED OR PRE-TAGGED PLANT MATERIAL PROVIDED BY OWNER.
D. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WORK OF OTHER CONTRACTORS FOR WORK THAT IS
RELATED TO THE PROPER EXECUTION OF LANDSCAPE CONTRACTOR'S WORK.
3. PRIOR TO COMMENCING WORK
A. THE LANDSCAPE CONTRACTOR SHALL NOT BEGIN WORK UNTIL CONTRACTOR'S "CONSTRUCTION SET" DRAWINGS AND SPECIFICATIONS ARE
CURRENT, COMPLETE, AND HAVE REQUIRED PUBLIC AGENCY APPROVALS.
B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR
AND/OR OWNER'S REPRESENTATIVE.
C. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH THE SITE SUPERINTENDENT, APPROPRIATE AGENCIES, UTILITY COMPANIES, AND
DRAWINGS FOR THE PURPOSE OF VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. HE SHALL TAKE SOLE
RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED.
IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED BY THE CONTRACTOR IN ANY EXCAVATION THE OWNER AND
LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT.
D. THE LANDSCAPE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN
OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. THE LANDSACPE
CONTRACTOR SHALL BRING SUCH CONDITIONS IMMEDIATELY TO THE ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR
RESOLUTION. THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS
DUE TO LACK OF PROVIDING SUCH NOTIFICATION.
E. THE LANDSCAPE CONTRACTOR SHALL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM THE OWNER'S REPRESENTATIVE PRIOR TO
BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADES ARE WITHIN 1/10TH OF AN INCH FROM SPECIFIED FINISH GRADES. THE
LANDSCAPE CONTRACTOR SHALL ENSURE THAT FINAL FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER ELEVATIONS
RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS, AND CURBS.
4. TESTS AND SUBMITTALS
A. TWENTY-ONE (21) DAYS PRIOR TO PLANTING OF TREES AND PALMS, OR AT THE START OF CONSTRUCTION (WHICHEVER TIME IS SHORTER); THE
CONTRACTOR SHALL PERFORM A PERCOLATION TEST. CONTRACTOR SHALL EXCAVATE ONE (1) PIT PER THE DETAILS AND SPECIFICATIONS.
WITH THE OWNER'S REPRESENTATIVE PRESENT, THE CONTRACTOR SHALL FILL THE PIT WITH WATER TO A DEPTH OF 12 INCHES (IF POSSIBLE).
THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE IN THE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE
CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT, THE
CONTRACTOR FILL THE PIT AGAIN WITH WATER TO A DEPTH OF 12 INCHES (IF POSSIBLE). IF THE WATER DOES NOT COMPLETELY PERCOLATE
INTO THE SOIL WITHIN 9 HOURS, A DETERMINATION BY THE OWNER'S REPRESENTATIVE AS TO WHETHER OR NOT A SUBDRAINAGE SYSTEM FOR
EACH OR SPECIFIC TREE AND/OR PALM, WILL BE REQUIRED.
B. AFTER FINISH GRADES HAVE BEEN ESTABLISHED FOR PLANTING AREAS, THE LANDSCAPE CONTRACTOR SHALL TAKE HORTICULTURAL SOIL
SAMPLES AT THREE (3) LOCATIONS AROUND THE SITE. SOIL SAMPLES SHALL BE TESTED BY A QUALIFIED SOIL TESTING LABORATORY
(APPROVED BY THE LANDSCAPE ARCHITECT) FOR SOIL FERTILITY, BACKFILL RECOMMENDATIONS, AND SOIL PREPARATION
RECOMMENDATIONS. THE COST OF SOIL FERTILITY TESTS SHALL BE BORNE BY THE LANDSCAPE CONTRACTOR.
C. EXISTING SOILS ONCE EXPOSED FROM BENEATH EXISTING PAVING AND/OR ASPHALT SHALL BE SOIL TESTED BY A QUALIFIED AGRONOMIC SOILS
ENGINEER. IMPORT SOIL SHALL BE IDENTIFIED IN THE REPORT IN ADDITION TO TREATMENT RECOMMENDATIONS FOR THE EXISTING SOIL. THE
EXISTING SOIL SHALL BE AMENDED AND PREPARED AND PER THE RECOMMENDATIONS PROVIDED BY THE AGRONOMIC SOILS ENGINEER.
D. THE LANDSCAPE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT A COMPLETE LIST OF
THE REQUIRED CONTAINER PLANTS AND GROUND COVER MATERIAL. THE LIST SHALL INCLUDE EACH VARIETY OF TREE, SHRUB, AND
GROUNDCOVER; THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED TREE QUANTITY AND CONTAINER SIZE; THEIR NURSERY SOURCE
LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER PER AMERICAN
STANDARD FOR NURSERY STOCK AT SIX INCHES (6") ABOVE GROUND LEVEL UP TO 4IN (4") CALIPER SIZE. IF A LARGER CALIPER TREE IS
SPECIFIED, THE CALIPER SIZE SHALL BE MEASURED AT TWELVE INCHES (12") ABOVE GROUND LEVEL. A REPRESENTATIVE PHOTO OF EACH
VARIETY OF PLANT MATERIAL SHALL ACCOMPANY THE SUBMITTAL. PHOTOS SHALL SHOW THE REPRESENTATIVE SIZE, QUALITY, AND
CHARACTER OF EACH VARIETY. THIS LIST SHALL BE REQUIRED WITHIN FIFTEEN (15) DAYS FROM THE DATE THAT THE CONTRACT IS AWARDED.
A PHYSICAL REPRESENTATIVE PLANT OF EACH VARIETY FIVE (5) GALLON AND SMALLER SHALL BE PROVIDED FOR APPROVAL ON SITE PRIOR TO
DELIVERY OF ENTIRE ORDER.
4. DURING WORK
A. THE LOCATION OF ALL PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUNDCOVERS, MUST BE APPROVED BY OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVAL MAY
BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS INCURRED BY THE LANDSCAPE CONTRACTOR.
B. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE AND THOSE INDICATED ON DRAWINGS, THE LANDSCAPE
CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO
OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN LANDSCAPE CONTRACTOR'S LIABILITY TO RELOCATE PLANT
MATERIALS, OR AT WORST CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED.
6. ADDITIONAL CONTRACTOR LIABILITIES
A. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS,
SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED.
B. THE LANDSCAPE CONTRACTOR SHALL PROTECT AND MAINTAIN IN PLACE ALL EXISTING PLANT MATERIAL UNLESS SPECIFICALLY DIRECTED
OTHERWISE BY OWNER / LANDSCAPE ARCHITECT. ALL PLANT MATERIAL REMOVED OR DAMAGED SHALL BE REPLACED WITH NEW PLANT
MATERIAL OF EQUAL SIZE AT THE DISCRETION OF THE OWNER / LANDSCAPE ARCHITECT.
C. THE LANDSCAPE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS,
EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO
THE OWNER.
D. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS, AND MATERIALS ON THIS PROJECT
UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER.
7. LANDSCAPE ARCHITECT'S SITE VISITS
A. THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SITE OBSERVATION TASKS. THE CONTRACTOR SHALL
NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF
TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE THE LANDSCAPE
CONTRACTOR RESPONSIBLE TO COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THE LANDSACPE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS:
1. LANDSCAPE CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING.
2. WEED ABATEMENT EFFECTIVENESS
3. FINAL GRADE OF ALL TURF AND PLANTING AREAS INCLUDING LAYOUT OF HEADER LINE.
4. LOCATION OF ALL TREES AND PALMS - PRIOR TO EXCAVATION OF PLANTING PITS.
5. LOCATION AND LAYOUT OF SHRUB AREAS - PRIOR TO EXCAVATION OF PLANTING PITS.
6. ROOT BARRIER LOCATION AND INSTALLATION APPROVAL.
7. PROGRESS VISITS - PERIODIC SITE REVIEWS SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION
OPERATIONS TO VERIFY CONFORMANCE TO PLANS AND SPECIFICATIONS.
8. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE - THE OWNER AND LANDSCAPE ARCHITECT SHALL VERIFY ALL WORK
UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO THE START OF THE MAINTENANCE PERIOD.
9. MAINTENANCE OBSERVATIONS - THE OWNER AND LANDSCAPE ARCHITECT SHALL REVIEW THE PROJECT TO VERIFY CONFORMANCE WITH
THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE PROJECT TO THE OWNER.
B. NO SITE VISIT SHALL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY
THE OWNER AND LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING
ADEQUATELY FOR THE NEXT SITE VISIT SHALL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE ARCHITECT
FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS SHALL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO
THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR.
8. LANDSCAPE CONTRACTOR'S GUARANTEE AND CERTIFICATION
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL WORK AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING
THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE FINAL
INSPECTION.
B. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH
THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS
CERTIFICATION SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER.
1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL
CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS AND SITE OBSERVATION REQUESTS SHALL BE INITIATED BY THE CONTRACTOR AND
COORDINATED THROUGH THE OWNER TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION ROLE TO
THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED.
2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY
LOCATIONS (ABOVE AND BELOW GRADE) ANY OTHER LEGAL OR PHYSICAL ELEMENTS, AS REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE
WORK. CONTRACTOR WILL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION.
3. ANY DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS WILL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE
ARCHITECT IMMEDIATELY. IT IS THE OWNER'S RESPONSIBILITY TO CONSULT WITH THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN
THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE
ARCHITECT WILL BE AT THE CONTRACTOR'S RISK AND EXPENSE.
4. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF
INTENT OF THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT CONCURRENTLY.
5. THE OWNER IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL / STRUCTURAL SOILS REPORT FOR THE PROJECT. COPIES WILL BE MADE
AVAILABLE, AS REQUESTED.
6. UNLESS OTHERWISE NOTED ON THE PLANS OR DETAILS AS A RESPONSIBILITY OF THE CONTRACTOR OR SUB-CONTRACTOR, THE OWNER WILL BE
RESPONSIBLE TO PROVIDE STRUCTURAL ENGINEERING, AS REQUIRED, FOR THE PROJECT.
7. THE CLIENT SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND OBSERVATIONS NECESSARY TO PERFORM
AND COMPLETE THEIR PORTION OF THE WORK.
LANDSCAPE PLANTING SPECIFICATIONS:
1. SOIL FOR LANDSCAPE BERMS AND MOUNDING
A. THE LANDSCAPE CONTRACTOR SHALL USE ON-SITE SOIL FOR ALL LANDSCAPE BERMS AND MOUNDING. WHEN ON-SITE SOIL IS NOT AVAILABLE,
IMPORT SOIL SHALL MEET THE FOLLOWING SPECIFICATIONS:
1. SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED 20% BY WEIGHT WITH A MINIMUM 95% PASSING THE 2.0 MM SIEVE.
THE SODIUM ABSORPTION RATIO (SAR) SHALL NOT EXCEED 6.0 MM AND THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION
EXTRACT OF THIS SOIL SHALL NOT EXCEED 3.0 MMHOS./CM AT 25OC.
2. THE BORON CONTENT OF THIS SOIL SHALL BE NO GREATER THAN 1 PPM AS MEASURED ON THE SATURATION EXTRACT. IN ORDER TO
VERIFY CONFORMANCE, SAMPLES OF THE IMPORT SOIL SHALL BE SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR TO
IMPORT ON SITE.
2. SOIL AMENDMENTS FOR SHRUBS / GROUNDCOVERS PLANTED FROM FLATS AND/OR TURF
A. ALL PLANTING AREAS DESIGNATED TO RECEIVE SHRUBS OR GROUNDCOVER FROM FLATS AND/OR TURF (EXCEPT GROUNDCOVER AREAS ON
SLOPES 3:1 OR GREATER) SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1,000 SQ.FT. AND SHALL BE UNIFORMLY BLENDED INTO THE
UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE AGRONOMIC SOILS REPORT.
NOTE: FOR BID PURPOSES ONLY PENDING FINAL SOIL FERTILITY / HORTICULTURAL SOILS REPORT. CONTRACTOR SHALL REFER TO
AGRONOMIC SOILS REPORT FOR CONSTRUCTION PURPOSES.
·6 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR FINELY GROUND BARK
·10 LBS. 16-6-8 COMMERCIAL FERTILIZER
·200 LBS. AGRICULTURAL GYPSUM
·10 LBS. SOIL SULFUR
·20 LBS. PAM SOIL DRAIN, ACTIVATE PER MAUNFACTURER'S RECOMMENDATIONS
3. BACKFILL SOIL MIX FOR ALL CONTAINER PLANT MATERIAL
A. BACKFILL MIX AROUND ALL CONTAINER PLANT MATERIALS SHALL CONSIST OF THE FOLLOWING UNIFORMLY BLENDED MATERIAL.
NOTE: FOR BID PURPOSES ONLY PENDING FINAL SOIL FERTILITY / HORTICULTURAL SOILS REPORT. CONTRACTOR SHALL REFER TO
AGRONOMIC SOILS REPORT FOR CONSTRUCTION PURPOSES.
·6 PARTS BY VOLUME ON-SITE SOIL
·4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE
·1 LB. 16-6-8 PER CUBIC YARD OF MIX
·10 LBS. AGRICULTURAL GYPSUM PER CUBIC YARD OF MIX
·2 LBS. IRON SULFATE PER CUBIC YARD OF MIX
4. MYCORRHIZAL PLANT TABLETS
A. SHALL BE `MYCO TABS' PLANTING TABLETS 17-9-5 NPK (OR APPROVED EQUIVALENT), AVAILABLE FROM TRI-C ENTERPRISES, (800) 927-3311 OR
WWW.NATURALSOLUTIONS.COM. 'MYCO TABS' SHALL BE USED IN ADDITION TO THE APPROVED AGRONOMIC SOIL RECOMMENDATIONS; AND
SHALL BE PLACED AT THE TOP OF THE ROOTBALL, APPROXIMATELY TWO INCHES (2") FROM ROOT TIP AT EVEN SPACING AROUND THE PLANT.
'MYCO TABS' SHALL BE FURNISHED IN THE FOLLOWING RATES.
1. TWO (2) TABLETS PER ONE (1) GALLON CONTAINER
2. EIGHT (8) TABLETS PER FIVE (5) GALLON CONTAINER
3. SIXTEEN (16) TABLETS PER FIFTEEN (15) GALLON CONTAINER
4. TWENTY-TWO (22) TABLETS PER TWENTY INCH (20") BOX AND TWENTY-FOUR INCH (24") BOX
5. TWENTY-EIGHT (28) TABLETS PER THIRTY INCH (30") BOX AND THIRTY-SIX INCH (36") BOX
6. REFER TO SUPPLIER RECOMMENDATIONS FOR LARGER MATERIAL
5. SOIL CONDITIONER
A. SHALL BE 'TRI-C PREMIUM HUMATE' (OR APPROVED EQUIVALENT), AVAILABLE FROM TRI-C ENTERPRISES, (800) 927-3311 OR
WWW.NATURALSOLUTIONS.COM. 'TRI-C PREMIUM HUMATE' SHALL BE USED IN ADDITION TO THE APPROVED AGRONOMIC SOIL
RECOMMENDATIONS; IN THE FOLLOWING MANNER:
1. FOR SOIL PERP - THOROUGHLY MIX 50 LBS. PER 1,000 SQUARE FEET
2. BACKFILL FOR CONTAINER PLANTING - 5 LBS. PER CUBIC YARD OF BACKFILL MIX
EASEMENT NOTES:
AN EASEMENT WAS GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR
ELECTRIC LINES PURPOSES, PER DEED RECORDED NOVEMBER 8, 1976 AS INSTRUMENT NO. 3286 OF
OFFICIAL RECORDS, RECORDS OF LOS ANGELES COUNTY. THE EXACT LOCATION AND/OR EXTENT OF
SAID EASEMENT IS NOT DISCLOSED IN THE PUBLIC RECORDS.
180 W HUNTINGTON DRIVE,
ARCADIA, CA 91007
NO SCALE N
LEGEND:
10"Ø
10"/10'
--X--X--
1.ALL GRADING SHALL CONFORM TO ARTICLE VIII, CHAPTER I, PORT 1, SECTION 8110 OF THE CITY OF
ARCADIA MUNICIPAL CODE.
2.CUT AND FILL
A. MAXIMUM CUT SLOPE TO BE 2:1.
B. MAXIMUM FILL SLOPE TO BE 2:1.
3.INDICATE LOCATION OF MAXIMUM CUT AND FILL.
4.ALL CUT AND FILL SLOPE TO BE COMPACTED TO NOT LESS THAN NINETY (90%) OF MAXIMUM
DENSITY.
5.NO GRADING SHALL COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED BY THE CHIEF OF
BUILDING OFFICIAL.
6.ESTIMATED PERIOD FOR COMPLETION OF GRADING:
GRADING WILL BEGIN: SEPTEMBER 2023
TO BE COMPLETED BY: SEPTEMBER 2024
7.OBTAIN PERMIT FROM CITY OF ARCADIA CITY ENGINEER FOR ALL WORK.
8.REMOVE AND REPLACE DEFICIENT OR DAMAGED CURB AND GUTTER SIDEWALK AND/OR PAVEMENT
TO THE SATISFACTION OF THE CITY INSPECTOR.
9.CONTACT PUBLIC WORKS INSPECTOR AT (626) 254-2725, AT LEAST 24 HOURS PRIOR TO
CONSTRUCTION OF OFF-SITE IMPROVEMENTS. ALL OFF-SITE IMPROVEMENTS SHALL BE COMPLETED
TO THE SATISFACTION OF THE PUBLIC WORKS SERVICES DIRECTOR PRIOR TO FINAL INSPECTION BY
BUILDING AND SAFETY DIVISION AND PRIOR TO ACCEPTANCE.
10.CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS AND
REGULATIONS PERTAINING TO THE CLEAN AIR AND CLEAN WATER ACT.
11.SOILS ENGINEER WILL INSPECT THE EXCAVATION AT THE BOTTOM OF OVER-EXCAVATION TO
DETERMINE THAT THE SOILS ARE ADEQUATE PRIOR TO RECOMPACTION.
12.PROVIDE MINIMUM 6-INCHES COVER OVER TOP OF WALL FOOTINGS.
13.THE DIFFERENCE IN GRADE ON EACH SIDE OF A STANDARD BLOCK WALL SHALL NOT BE MORE THAN
12-INCHES PER BUILDING DEPARTMENT REQUIREMENTS.
14.CONTRACTOR SHALL PLACE CONSTRUCTION EQUIPMENT STAGING AREAS AT LEAST 200 FEET AWAY
FROM RECEPTORS.
GRADING AND DRAINAGE PLAN
T.G. 567 C-5
ABBREVIATIONS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE , THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES
SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO
THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
ENGINEER'S NOTICE TO CONTRACTOR:
PRIOR TO FINAL APPROVAL THE OWNER OR CONTRACTOR SHALL PAY FOR REPAINTING OF ADDRESS NUMBERS
ON CURB FACE. PAYMENT SHALL BE MADE TO THE CITY OF ARCADIA AND RECEIVED AT THE ENGINEERING
COUNTER WHERE A RECEIPT OF PAYMENT SHALL BE OBTAINED. THE ENGINEERING DIVISION WILL THEN
REQUEST PUBLIC WORKS SERVICES TO PAINT THE CURB FACE PER CITY STANDARDS.
NOTE:
L1 FILTER INSERTED CATCH BASINS
L2 INFILTRATION TRENCH
Sa
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R
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Sa
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Sa
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C
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C
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a
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P
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W Huntington Dr
Alta St
Diamond St
Fano St
Wheeler Ave
W H
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Sa
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SHEET INDEX
TITLE SHEET
INDEX SHEET
G-1
DRAINAGE PLAN
GRADING PLAN
G-2
G-3 - G-5
G-6
EROSION CONTROL PLAN G-7
EROSION CONTROL NOTES G-8
NOT TO SCALE
HAUL ROUTE PLAN
N
INGRESS
EXIT 210 SANTA ANITA SOUTH TO SANTA
CLARA. RIGHT TO HUNTINGTON. RIGHT TO
SITE.
EGRESS
EXIT JOB RIGHT ONTO HUNTINGTON TO
SANTA CLARA. LEFT TO SANTA ANITA.
LEFT TO 210 FREEWAY.
(99)
(100.1)EX ELEVATION
EX GROUND CONTOUR LINE
EX CHAIN LINK FENCE
EX STRUCTURE
FIRE HYDRANT
GUYWIRE
STREET LIGHT
DIAMETER/DRIPLINE EX
TREE, DIAMETER T.B.R.
CATCH BASIN AREA DRAIN
ELECTRIC VEHICLE CHARGER
PROJECT LIMIT
1 G - 1
TITLE SHEET
CB ........... CATCH BASIN
CBW .......... CONC. BLOCK WALL
C&G .......... CURB AND GUTTER
CLF ........... CHAIN LINKED FENCE
CONC ..... CONCRETE
DW ........... DRIVEWAY APRON
EP ............. EDISON POLE
ELEV ........ ELEVATION
EX ............ EXISTING
FF ............. FINISH FLOOR
FG ............. FINISH GRADE
FL ............. FLOW LINE
FS ............. FINISH SURFACE
GB .............GRADE BREAK
HP ............ HIGH POINT
INV ........... INVERT
LP ............ LOW POINT
PA ............. PLANTER AREA (SEE LANDSCAPE PLAN)
PB ............. PULL BOX
PFL ........... PIPE FLOW LINE
RL ............ RIDGE LINE
MH .......... MANHOLE
ST ............. STREET
SW .......... SIDEWALK
TBR ........... TO BE REMOVED
TC ............. TOP OF CURB
TF .............. TOP OF FOOTING
TG ............. TOP OF GRATE
TW ............. TOP OF WALL
WF ............. WOODEN FENCE
WM ............ WATER METER
UG ............. UNDERGROUND
1.ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF ARCADIA
STANDARDS AND SPECIFICATIONS, AND APPENDIX J OF THE 2019 CALIFORNIA BUILDING
CODE.
2.PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING
EXISTING STRUCTURES, FOOTING, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS
SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER.
3.REMOVAL OF DEBRIS AND EXISTING FILL AND DISTURBED NATURAL SOILS SHALL BE
EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER.
4.THE SOILS ENGINEER SHALL INSPECT THE EXPOSED SOILS AND ANY ADDITIONAL OVER
EXCAVATION SHALL BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S
RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT.
5.THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES,
BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE
MAXIMUM DENSITY, AS DETERMINED BY APPENDIX J OF THE 2019 CALIFORNIA BUILDING
CODE. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS
ENGINEER.
6.IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING
CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
SOILS ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER.
7.THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES
DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED
IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED
METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATION.
8.PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL
FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS
ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED
PLANS AND THAT THE PROPER COMPACTION HAS BEEN OBTAINED.
9.NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING
THE BUILDING INSPECTOR 24 HOURS PRIOR TO START OF WORK.
10.RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEER
OF RECORD IN ACCORDANCE WITH APPENDIX J OF THE 2019 CALIFORNIA BUILDING CODE.
11.THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT
PROPER COMPACTION HAS BEEN OBTAINED BY THE SUBCONTRACTOR CONCERNING
UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO, SEWERS, WATER LINES,
ELECTRICAL, GAS & LANDSCAPE IRRIGATION LINES.
12.CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND
SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION.
13.AN "AS-BUILT" GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING
PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF
GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION.
14.ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE
PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING
SYSTEM.
15.NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF
THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD.
16.ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL BE
WATER TESTED PRIOR TO THE FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT
TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENT.
17.ALL WALLS OVER 3 FEET IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND
INSPECTION.
18.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY REQUIRES PERMITS AND INSPECTION
ISSUED BY THE ENGINEERING DIVISION.
19.GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NO LESS THAN 72 HRS IN
ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED
IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF
SOILS FOR USE ON THE SITE.
20.WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT CONFORMS TO
SOILS REPORT NO. 21563 DATED NOVEMBER 25, 2019 PREPARED BY: GEOTECHNOLOGIES,
INC.
21.THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL
INSPECTION IN ACCORDANCE WITH APPENDIX J OF THE 2019 CALIFORNIA BUILDING CODE
CALIFORNIA STATE LIC. NO. C.E. 54372
22.THE DIFFERENCE IN GRADE ON EACH SIDE OF A STANDARD BLOCK WALL SHALL NOT BE
MORE THAN 12-INCHES PER BUILDING DEPARTMENT REQUIREMENTS.
23.PRIOR TO THE ISSUANCE OF A GRADING PLAN PERMIT, THE PROJECT DEVELOPER SHALL
REQUIRE BY CONTRACT SPECIFICATIONS THAT CONTRACTORS SHALL UTILIZE
CALIFORNIA AIR RESOURCES BOARD (CARB) TIER II CERTIFIED EQUIPMENT OR BETTER
DURING THE ROUGH/MASS GRADING PHASE FOR RUBBER-TIERD DOZERS AND SCRAPERS.
CONTRACT SPECIFICATIONS SHALL BE INCLUDED IN THE PROPOSED PROJECT
CONSTRUCTION DOCUMENTS, WHICH SHALL BE REVIEWED BY THE CITY.
GRADING NOTES:ADDITIONAL GRADING NOTES:
LOW IMPACT DEVELOPMENT CONSTRUCTION NOTES:
DETAILS G-9
EXPORT:-C.Y.
RAW VOLUMES C.Y.-
CUT FILL
EARTHWORK QUANTITIES
QUANTITIESEARTHWORK
-C.Y.
C.Y.-
NOTES:
1.CONTRACTOR TO DEVELOP HIS OWN EARTHWORK FOR COMPLETE
PROJECT AND NOTIFY THE ENGINEER AND OWNER OF ANY
DISCREPANCIES. EARTHWORK FOR PLAN CHECK AND BONDING
PURPOSES ONLY.
2.EARTHWORK DOES NOT INCLUDE FOOTING SPOILS, TRENCH SPOILS
AND HARDSCAPE IMPROVEMENTS.
3.CUT & FILL AMOUNT IS ESTIMATED ONLY. ACTUAL AMOUNT MAY
VARY DUE TO OTHER UNKNOWN FACTORS (I.E. SITE CONDITION, SOIL
ENGINEER'S RECOMMENDATION).
CITY OF ARCADIA
ENGINEERING DEPARTMENT
DWG NO.
SHEET SHEETSOF9
DRN BY: TND
DESIGNED BY: KJM
MA
Y
1
6
,
2
0
2
4
38 TECHNOLOGY DRIVE
IRVINE, CA 92618949.923.6000 stantec.com
REVISION DESCRIPTION DATE
CIVIL
No. 54372
’’
“
”
‘’ ‘’
‘
’
SAICP LLC
ERIC CHEN
119 LA PORTE ST#A
ARCADIA, CA 91006
TEL: 626-358-9888
PLAN CHECK # XX-XXXX
SECTION B
NOT TO SCALE
(SEE SHEET G-6 FOR SECTION LOCATION)
SECTION A
NOT TO SCALE
(SEE SHEET G-5 FOR SECTION LOCATION)
PL
1.5'
SECTION C
NOT TO SCALE
(SEE SHEET G-6 FOR SECTION LOCATION)
8.5'
1.5'
1
2.75
1'
4%
EX. CURB &
GUTTER
EX. SIDEWALK
FL PER
PLAN 20%
PROP. CURB &
GUTTER
JOIN EX. GRADE
PL
PROP. STORM
DRAIN PIPE
10.00'
EX
R/W
EX. CURB
& GUTTER
PROP
SIDEWALK
X
X
EXISTING GRADE
PROPOSED CONSTRUCTION FENCE
E
V
PARKI
N
G
+40"+40"+40"+40"
+40"
+40"
+40"+40"
+40"
+40"
+42"+42"
J+108
J+108
J
J
JJ
TRANSFORMER
9.0
0
'
W
W
W
WW
W
W
EX 1
6
"
S
T
E
E
L
W
A
T
E
R
M
A
I
N
L
I
N
E
W
W
W
W
W
WWWWW
W
W
14" HDPE S
E
W
E
R
8"
V
C
P
S
E
W
E
R
8" VCP
S
E
W
E
R
W
W
W W W
14" HDPE SEWER
HUNTIN
G
T
O
N
D
R
.
W. HUNTINGTON DR.
C
O
L
O
R
A
D
O
P
L
STOP
STOP
EV PARKING EV PARKINGEVPARKINGEVPARKING EV PARKING EV PARKINGEVPARKINGEVPARKING EV PARKING EV PARKINGEVPARKINGCLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOL CLEAN AIR
VAN POOLCLEAN AIR
VAN POOL
X X X X X X X X X X X
X
X
X
X
X
X
X
XX
XX
DEMOLITION NOTES
CONSTRUCTION NOTES
STORM DRAIN CONSTRUCTION NOTES
EROSION CONTROL CONSTRUCTION NOTES
CONSTRUCTION NOTES AND QUANTITIES
GRAPHIC SCALE
INDEX SHEET
2 G - 2
INDEX MAP
CITY OF ARCADIA
ENGINEERING DEPARTMENT
DWG NO.
SHEET SHEETSOF9
DRN BY: TND
DESIGNED BY: KJM
MA
Y
1
6
,
2
0
2
4
38 TECHNOLOGY DRIVE
IRVINE, CA 92618949.923.6000 stantec.com
REVISION DESCRIPTION DATE
CIVIL
No. 54372
’’
“
”
‘’ ‘’
‘
’
SAICP LLC
ERIC CHEN
119 LA PORTE ST#A
ARCADIA, CA 91006
TEL: 626-358-9888
PLAN CHECK # XX-XXXX
GRAPHIC SCALE
GRADING PLAN
5 G - 5
DEMOLITION PLAN
CITY OF ARCADIA
ENGINEERING DEPARTMENT
DWG NO.
SHEET SHEETSOF9
DRN BY: TND
DESIGNED BY: KJM
MA
Y
1
6
,
2
0
2
4
38 TECHNOLOGY DRIVE
IRVINE, CA 92618949.923.6000 stantec.com
REVISION DESCRIPTION DATE
CIVIL
No. 54372
’’
“
”
‘’ ‘’
‘
’
SAICP LLC
ERIC CHEN
119 LA PORTE ST#A
ARCADIA, CA 91006
TEL: 626-358-9888
PLAN CHECK # XX-XXXX
9.
0
0
'
W
W
WW
W
EX 1
6
"
S
T
E
E
L
W
A
T
E
R
M
A
I
N
L
I
N
E
HUN
T
I
N
G
T
O
N
D
R
.
G-
1A
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
XXXXXXXX
W
WW
W
W
EX 1
6
"
S
T
E
E
L
W
A
T
E
R
M
A
I
N
L
I
N
E
HUN
T
I
N
G
T
O
N
D
R
.
STOP
X
X
X
X
X
X
X
X
X
X
X
XX
XXXX
CONSTRUCTION NOTES
DEMOLITION NOTES
SECTION
TYPICAL
SANDBAGS(TYP.)
TYPICAL
ELEVATION
3 BAGS MIN.
SANDBAG BARRIER
N.T.S.7
UN-ATTENDED OPERATION.
FLOAT SWITCH FOR
TEMPORARY PUMP WITH
SE-2, SEDIMENT BASIN (DETAIL SECTION)
6" TEMPORARY PIPE
SEDIMENT BASIN
1
2:1 CUT
WOOD STAKE
2
SILT FENCING
PIPE TIED TO
THE WOOD STAKE
2 BAGS SIDE BY SIDE
1'
2'
MI
N
.
INSTALL DIRT BAG ON PIPE
NOT TO SCALE
4'
1
PLAN
NTS
NOT TO SCALE
SECTION A-A
98
STORM DRAIN INLET PROTECTION11
NOT TO SCALE
7 G - 7
EROSION CONTROL NOTES
1.IN CASE OF EMERGENCY, CALL ______________________________
2.A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON (NOV 1 TO APR 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
EMERGENCY DEVICES WHEN RAIN IS IMMINENT
3.EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY
THE GRADING INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT
WHERE THEY ARE NO LONGER REQUIRED.
4.GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN
AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
5.ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH
RAINSTORM.
6.A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE
EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS
AFTER EACH RAINSTORM.
7.EXCEPT AS OTHERWISE APPROVED BY THE GRADING INSPECTOR, ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON
WEEKENDS WHEN THE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
8.ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE
PROPERTY SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE GRADING INSPECTOR.
9.THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS
LEFT TO THE DISCRETION OF THE FIELD ENGINEER OR CITY ENGINEER.
10.DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND
APRIL 15, OF THE FOLLOWING YEAR, WITHOUT THE APPROVAL OF THE GRADING INSPECTOR OR
CITY ENGINEER.
11.EROSION CONTROL DEVICES ARE TO BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES.
PLANS REPRESENTING THESE CHANGES MUST BE SUBMITTED FOR APPROVAL AS REQUIRED.
12.ADD THE FOLLOWING NOTES (OR SIMILAR) TO THE PLANS TO DEFINE THE CURRENT STATE OF
CONSTRUCTION.
a.STORM DRAINS AND CATCH BASINS ARE (NOT) CONSTRUCTED.
b.STREETS ARE (NOT) PAVED, EXCEPT AS NOTED ON THE EROSION CONTROL PLAN.
c.DRAINAGE DEVICES ARE (NOT) CONSTRUCTED, EXCEPT AS NOTED ON PLANS.
13.PROPOSED STARTING DATE: 09/01/2023, COMPLETION DATE FOR GRADING: 11/30/2023,
PROPOSED COMPLETION DATE FOR OVERALL PROJECT: 01/01/2024.
14.STORMWATER POLLUTION CONTROL REQUIREMENTS MUST BE INTEGRATED INTO THE EROSION
CONTROL PLANS PER TITLE 26. SECTION 7010 OF THE COUNTY CODE FOR ANY CONSTRUCTION
BETWEEN OCTOBER 1 AND APRIL 15. THE FOLLOWING NOTES AND BMPS OUTLINED HEREON
ARE PURSUANT TO THE BEST MANAGEMENT PRACTICE HANDBOOK (LATEST EDITION) PREPARED
BY THE CALIFORNIA STORMWATER QUALITY ASSOCIATION. THESE SHALL BE IMPLEMENTED FOR
THE CONSTRUCTION ACTIVITIES AS APPLICABLE. ADDITIONAL MEASURES MAY BE REQUIRED IF
DEEMED APPROPRIATE BY CITY INSPECTORS.
·ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED
FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND.
·STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING
TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
·FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING
AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE
TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A
PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
·NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE
CONTAINED AT THE PROJECT SITE.
·EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM.
PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS
SOLID WASTE.
·TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO
PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
·SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE
CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING
DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT
BE WASHED DOWN BY RAIN OR OTHER MEANS.
·ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT
EROSION BY WIND AND WATER.
·ADDITIONAL BMPs WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS.
WM-1 MATERIAL DELIVERY AND STORAGE
PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY
CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE
MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR
THIS AREA.
WM-2 MATERIAL USE
HAZARDOUS MATERIAL, FERTILIZERS, PESTICIDES, SOLVENTS,
PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY
HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR
CONTAMINATION. TRAINING AND INFORMATION ON
PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST
BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH
MATERIALS.
WM-4 SPILL PREVENTION AND CONTROL
IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT
WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE
METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED
AND PROPERLY DISPOSED OF.
WM-5 SOLID WASTE MANAGEMENT
PROVIDE DESIGNATED WASTE COLLECTION AREAS AND
CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE
COVERED STORAGE WITH SECONDARY CONTAINMENT.
CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN
TO PREVENT WATER POLLUTION AND PREVENT WIND
DISPERSAL.
WM-6 HAZARDOUS WASTE MANAGEMENT
HAZARDOUS MATERIALS MUST BE DISPOSED OF IN
ACCORDANCE WITH STATE AND FEDERAL REGULATIONS.
IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY
SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE.
WM-7 CONTAMINATED SOIL MANAGEMENT
PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO
STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC
OR ALKALINE SOILS BY CONDUCTING PRECONSTRUCTION
SURVEYS, INSPECTING EXCAVATIONS REGULARLY AND
REMEDIATING CONTAMINATED SOIL PROMPTLY.
STORM WATER CONSTRUCTION NOTES
WM-8 CONCRETE WASTE MANAGEMENT
STORE DRY AND WET MATERIALS UNDER COVER. AVOID
ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY
FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE
WASH OUT SHALL BE STORED IN TEMPORARY PIT WHERE IT
CAN SET, BE BROKEN APART, AND THEN DISPOSED OF
PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS
REQUIRED FOR ALL CONCRETE WASTE.
WM-9 SANTARY/SEPTIC WASTE MANAGEMENT
UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED
OR BURIED. SANITARY SEWER FACILITIES ON SITE ARE
REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH
AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES
MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH
STATE AND LOCAL REQUIREMENTS.
TC-1 STABILIZED CONSTRUCTION ENTRANCE &
TC-3 ENTRANCE/OUTLET TIRE WASH
A STABILIZED ENTRANCE IS REQUIRED FOR ALL
CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS
ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY.
MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE
DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE
WITH ROCK OR PAVING.
SE-2 SEDIMENT BASIN & SE-8 SAND BAGS
ERODED SEDIMENTS MUST BE RETAINED ON SITE AND NOT
PERMITTED TO ENTER THE DRAINAGE SYSTEM. MAY BE
WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF
OTHER EROSION CONTROL BMP ARE DEEMED SUFFICIENT.
SE-10 STORM DRAIN INLET PROTECTION
STORM DRAIN INLET PROTECTION MEASURES TEMPORARILY
POND RUNOFF BEFORE IT ENTERS THE STORM DRAIN,
ALLOWING SEDIMENT TO SETTLE.
EROSION CONTROL NOTES
CITY OF ARCADIA
ENGINEERING DEPARTMENT
DWG NO.
SHEET SHEETSOF9
DRN BY: TND
DESIGNED BY: KJM
MA
Y
1
6
,
2
0
2
4
38 TECHNOLOGY DRIVE
IRVINE, CA 92618949.923.6000 stantec.com
REVISION DESCRIPTION DATE
CIVIL
No. 54372
’’
“
”
‘’ ‘’
‘
’
SAICP LLC
ERIC CHEN
119 LA PORTE ST#A
ARCADIA, CA 91006
TEL: 626-358-9888
PLAN CHECK # XX-XXXX
DETAILS PLAN
9 G - 9
CASE 1
CASE 2
CASE 3
CITY OF ARCADIA
ENGINEERING DEPARTMENT
DWG NO.
SHEET SHEETSOF9
DRN BY: TND
DESIGNED BY: KJM
MA
Y
1
6
,
2
0
2
4
38 TECHNOLOGY DRIVE
IRVINE, CA 92618949.923.6000 stantec.com
REVISION DESCRIPTION DATE
CIVIL
No. 54372
’’
“
”
‘’ ‘’
‘
’
SAICP LLC
ERIC CHEN
119 LA PORTE ST#A
ARCADIA, CA 91006
TEL: 626-358-9888
PLAN CHECK # XX-XXXX
PARKING STALL C
-
I
PIPE BEDDING H
-
LOCAL DEPRESSION K
-
G
-
GRATE INLET DETAIL (TRAFFIC)
CONCRETE GUTTER CHANNEL D
-
9 G - 9
90° PARKING STALLS0° PARKING STALLS
PVC PIPE TO CONCRETE
STRUCTURE CONNECTION E
-
FULL DEPTH A.C. PAVEMENT
AND COLD PLANE OVERLAY
-
FDROP INLET
-
FG
-
L
P
-
0
0
0
1
FG-LP-0001 D
SHALLOW CATCH BASIN FILTER
INSERT
d LoProf
CATCH
BASIN ID
18" X 18"
24" X 24"
24" X 36"
36" X 36"
36" X 48"
48" X 48"
SOLIDS
STORAGE
CAPACITY
CUBIC FEET
0.10
0.80
0.30
0.40
1.10
1.60
FG-M1818
MODEL
FG-M2424
FG-M2436
FG-M3636
FG-M3648
FG-M4848
FILTERED
FLOW
CUBIC FEET /
SECOND
0.50
1.80
0.10
0.30
0.90
1.30
2.30
6.60
1.00
1.70
4.10
4.60
TOTAL BYPASS
CAPACITY
CUBIC FEET
/SECOND
SPECIFIER CHART
NOTES:
1.Inlet flume & bypass weir frame shall be constructed from
stainless steel Type 304.
2.Matrix filter element is constructed from durable polypropylene
woven monofilament geotextile surrounding a polypropylene
matrix skeleton. Filter element shall not allow the retention of
water between storm events.
3.Filter inserts are supplied with "clip-in" filter
pouches utilizing fossil rockf filter medium for
the collection and retention of petroleum
hydrocarbons (oils & greases).
4.FloGardd LoProf filter inserts and fossil rockf
filter medium pouches must be maintained in
accordance with manufacturer recommendations.
5.Device requires a minimum catch basin depth of
6.50" beneath grate. See sheet 2 of 2.
6.Additional inlets are limited to one only with a
6" diameter maximum, and to a wall opposite or
at a right angle to outlet. See detail A.
f
DETAIL A
360 Sutton Place, Santa Rosa, CA 95407
Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com
KriStar Enterprises, Inc.
12" X 12"0.05FG-M1212 0.05 0.50
30" X 30"0.60FG-M3030 0.60 2.60
CATCHBASIN FILTER INSERT M
NTS -
TRAFFIC GRATE
BROOKS PRODUCTS INC.
CHART
W/O KNOCKOUT
NO. 12X12 LOWER SECTION
6"
CHART
SEE
24"
6"
12"
6"
HT. TOP OR EXT.
**12X12 T6
SECTION
12"
12"
18"
HT.
1212 T12
**1212L12
**1212 L18
LOWER
**12X12 T10 10"
5"
1212 L28
24"
NO. 12X12 BOTTOM
28"
AVAILABLE WITH ORWITHOUT GALVANIZED FRAME.
FRAME.WITHOUT GALVANIZEDAVAILABLE WITH OR
12"
12"
SEE
SEECHART
15"
5"
W/O KNOCKOUT
NO. 12X12 TOP SECTION OR EXTENSION
2 1/2"
104
LBS.
208
186
293
LBS.
180
435
7-8-64
DATE
NO K.O.
AVAILABLE
NO K.O.
AVAILABLE
NO K.O.
W/2 5"X10"K-O
W/4 8"X12"K-O
NO. 1212
DRAINING NUMBER
12"X12" CATCH BASIN
W/4 8"X22"K-O
15"
12"X12" CATCH BASIN J
-
L
-
OUTLET SECTION DETAILN
-
TRENCH DRAIN
CONCRETE FOOTING
600V Cu XFMR PRIMARY TABLE 3PH, 3W
ΔP30
ΔP50
ΔP70
ΔP125
ΔP175
ΔP225
ΔP350
ΔP500
ΔP800
1
1
1
1
1
1
1
2
2
3 # 10
3 # 6
3 # 4
3 # 1
3 # 2/0
3 # 4/0
3 # 500kcmil
3 # 250kcmil
3 # 600kcmil
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 # 10
1 # 10
1 # 8
1 # 6
1 # 6
1 # 4
1 # 2
1 # 2
1 # 1/0
3/4"
1"
1-1/2"
1-1/4"
2-1/2"
3"
2"
2"
4"
CONDUITGROUNDNEUTRALPHASESETSID
600V Cu XFMR SECONDARY TABLE 3PH, 3W
YS60
YS125
YS175
YS300
YS400
YS500
YS700
YS1000
YS1600
1
1
1
1
1
2
2
3
4
3 # 4
3 # 1
3 # 2/0
3 # 350kcmil
3 # 600kcmil
3 # 250kcmil
3 # 500kcmil
3 # 500kcmil
3 # 600kcmil
1 # 8
1 # 6
1 # 4
1 # 2
1 # 1/0
1 # 1/0
1 # 2/0
1 # 3/0
1 # 3/0
1-1/4"
1-1/2"
3"
2"
4"
4"
4"
3"
4"
CONDUITGROUNDNEUTRALPHASESETSID
1 # 4
1 # 1
1 # 2/0
1 # 350kcmil
1 # 600kcmil
1 # 250kcmil
1 # 500kcmil
1 # 500kcmil
1 # 600kcmil
600V Cu FEEDER TABLE 1PH, 2W
F20
F30
F40
F50
F60
F70
F80
F90
F100
1
1
1
1
1
1
1
1
1
2 # 12
2 # 10
2 # 8
2 # 6
2 # 4
2 # 4
2 # 2
2 # 2
2 # 1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 # 12
1 # 10
1 # 10
1 # 10
1 # 10
1 # 8
1 # 8
1 # 8
1 # 8
3/4"
3/4"
3/4"
3/4"
1"
1"
1"
1"
1-1/4"
CONDUITGROUNDNEUTRALPHASESETSID
1 2 # 1 N/A 1 # 6 1-1/4"F125
600V Cu FEEDER TABLE 1PH, 3W
G20
G30
G40
G50
G60
G70
G80
G90
G100
1
1
1
1
1
1
1
1
1
2 # 12
2 # 10
2 # 8
2 # 6
2 # 4
2 # 4
2 # 2
2 # 2
2 # 1
1 # 12
1 # 10
1 # 6
1 # 8
1 # 2
1 # 2
1 # 4
1 # 4
1 # 1
1 # 12
1 # 10
1 # 10
1 # 10
1 # 10
1 # 8
1 # 8
1 # 8
1 # 8
3/4"
3/4"
1"
3/4"
1-1/4"
1-1/4"
1"
1-1/4"
1-1/2"
CONDUITGROUNDNEUTRALPHASESETSID
1 2 # 1 1 # 1 1 # 6 1-1/2"G125
600V Cu PRIMARY TABLE 3PH, 3W
Δ20
Δ30
Δ40
Δ50
Δ60
Δ70
Δ80
Δ90
Δ100
1
1
1
1
1
1
1
1
1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NEUTRALPHASESETSID
Δ125
Δ150
Δ175
Δ200
Δ225
Δ250
Δ300
Δ400
Δ500
1
1
1
1
1
1
1
1
2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Δ600
Δ800
Δ1000
Δ1200
Δ1600
Δ2000
Δ2500
Δ3000
Δ4000
2
2
3
3
4
5
6
8
10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
600V Cu PRIMARY TABLE 3PH, 4W
Y20
Y30
Y40
Y50
Y60
Y70
Y80
Y90
Y100
1
1
1
1
1
1
1
1
1
3 # 12
3 # 10
3 # 8
3 # 6
3 # 4
3 # 4
3 # 2
3 # 2
3 # 1
1 # 12
1 # 10
1 # 10
1 # 10
1 # 10
1 # 8
1 # 8
1 # 8
1 # 8
CONDUITGROUNDNEUTRALPHASESETSID
Y125
Y150
Y175
Y200
Y225
Y250
Y300
Y400
Y500
1
1
1
1
1
1
1
1
2
3 # 1
3 # 1/0
3 # 2/0
3 # 3/0
3 # 4/0
3 # 250kcmil
3 # 350kcmil
3 # 600kcmil
3 # 250kcmil
1 # 6
1 # 6
1 # 6
1 # 6
1 # 4
1 # 4
1 # 4
1 # 2
1 # 2
Y600
Y800
Y1000
Y1200
Y1600
Y2000
Y2500
Y3000
Y4000
2
2
3
3
4
5
6
8
10
3 # 350kcmil
3 # 600kcmil
3 # 500kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
1 # 1
1 # 1/0
1 # 2/0
1 # 3/0
1 # 4/0
1 # 250kcmil
1 # 350kcmil
1 # 400kcmil
1 # 500kcmil
1 # 12
1 # 10
1 # 8
1 # 6
1 # 4
1 # 4
1 # 2
1 # 2
1 # 1
1 # 1
1 # 1/0
1 # 2/0
1 # 3/0
1 # 4/0
1 # 250kcmil
1 # 350kcmil
1 # 600kcmil
1 # 250kcmil
1 # 350kcmil
1 # 600kcmil
1 # 500kcmil
1 # 600kcmil
1 # 600kcmil
1 # 600kcmil
1 # 600kcmil
1 # 600kcmil
1 # 600kcmil
3/4"
3/4"
1"
1"
1-1/4"
1-1/4"
1-1/4"
1-1/4"
1-1/2"
1-1/2"
2"
2"
2"
2-1/2"
2-1/2"
3"
4"
3"
3"
4"
4"
4"
4"
4"
4"
4"
4"
1 # 12
1 # 10
1 # 10
1 # 10
1 # 10
1 # 8
1 # 8
1 # 8
1 # 8
CONDUITGROUND
1 # 6
1 # 6
1 # 6
1 # 6
1 # 4
1 # 4
1 # 4
1 # 2
1 # 2
1 # 1
1 # 1/0
1 # 2/0
1 # 3/0
1 # 4/0
1 # 250kcmil
1 # 350kcmil
1 # 400kcmil
1 # 500kcmil
3/4"
3/4"
3/4"
1"
1"
1-1/4"
1-1/4"
1-1/4"
1-1/2"
1-1/2"
1-1/2"
2"
2"
2"
2-1/2"
3"
4"
2-1/2"
3"
4"
4"
4"
4"
4"
4"
4"
4"
3 # 12
3 # 10
3 # 8
3 # 6
3 # 4
3 # 4
3 # 2
3 # 2
3 # 1
3 # 1
3 # 1/0
3 # 2/0
3 # 3/0
3 # 4/0
3 # 250kcmil
3 # 350kcmil
3 # 600kcmil
3 # 250kcmil
3 # 350kcmil
3 # 600kcmil
3 # 500kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
3 # 600kcmil
ELECTRICAL GENERAL NOTES
DUPLEX RECEPTACLE
HALF-HOT TAMPER RESISTANT
RECEPTACLE
GFCI DUPLEX RECEPTACLE
GFCI DUPLEX
RECEPTACLE ,GROUNDED WITH
WEATHERPROOF BOX AND
GASKETED COVER
DUPLEX SPLIT RECEPTACLE
CONTROLLED VIA OCCUPANCY
SENSOR & PERMANENTLY MARKED
PER TITLE 24
DUPLEX RECEPTACLE WITH DUAL
USB PORT
SPECILATY RECEPTACLE. VOLTAGE
AND NEMA CONFIGURATION AS
SPECIFIED IN PLAN NOTES.
QUAD RECEPTACLE
HALF-HOT TAMPER RESISTANT
DUPLEX RECEPTACLE
GFCI QUAD RECEPTACLE
QUAD RECEPTACLE. 1 OF 4
OUTLETS CONTROLLED VIA
OCCUPANCY SENSOR &
PERMANENTLY MARKED PER TITLE
24
DUPLEX RECEPTACLE, FLUSH
FLOOR MOUNTED, FOR POKE-THRU
INSTALLATION
QUAD RECEPTACLE, FLUSH FLOOR
MOUNTED, FOR POKE-THRU
INSTALLATION
COMBINATION DUPLEX POWER &
DATA OUTLET, FLUSH FLOOR
MOUNTED FOR POKE-THRU
INSTALLATION
COMBINATION QUAD POWER &
DATA OUTLET, FLUSH FLOOR
MOUNTED POKE-THRU
INSTALLATION
COMBINATION QUAD POWER, DATA
AND AV OUTLET, FLUSH FLOOR
MOUNTED FOR POKE-THRU
INSTALLATION
QUAD RECEPTACLE, FLUSH FLOOR
MOUNTED, FOR IN-SLAB
INSTALLATION
COMBINATION DUPLEX POWER &
DATA OUTLET, FLUSH FLOOR
MOUNTED FOR IN-SLAB
INSTALLATION
COMBINATION QUAD POWER &
DATA OUTLET, FLUSH FLOOR
MOUNTED IN-SLAB INSTALLATION
COMBINATION QUAD POWER, DATA
AND AV OUTLET, FLUSH FLOOR
MOUNTED FOR IN-SLAB
INSTALLATION
MECHANICAL/PLUMBING
EQUIPMENT TAG
TIME CLOCK
LOW VOLTAGE TRANSFORMER
THERMOSTAT
JUNCTION BOX, CEILING MOUNTED
JUNCTION BOX, WALL MOUNTED
JUNCTION BOX, GROUND MOUNTED,
FOR POKE-THRU INSTALLATION
JUNCTION BOX, GROUND MOUNTED,
FOR IN-SLAB INSTALLATION
(1) TELEPHONE AND (1) DATA
OUTLET WITH COVER PLATE, 3/4"
CONDUIT, AND PULL STRING TO
ACCESSIBLE CEILING SPACE.
TERMINATE CONDUITS WITH
PLASTIC BUSHINGS.
(1) DATA OUTLET WITH COVER
PLATE, 3/4" CONDUIT, AND PULL
STRING TO ACCESSIBLE CEILING
SPACE. TERMINATE CONDUITS WITH
PLASTIC BUSHINGS.
(1) TV OUTLET WITH COVER PLATE,
3/4" CONDUIT, AND PULL STRING TO
ACCESSIBLE CEILING SPACE.
TERMINATE CONDUITS WITH
PLASTIC BUSHINGS.
20A SPST TOGGLE SWITCH
20A SPST TOGGLE SWITCH, 3-WAY
20A DIMMER SWITCH
20A SPST TWIST TIMER. 2-HOUR
UNLESS OTHERWISE LISTED.
UL924 EMERGENCY SWITCH
MODULE, PROVIDES MIRROR
SWITCHING OF NORMAL SWITCH
LEG AND PROVIDES UL924
SWITCHING TO FULL BRIGHT UPON
POWER LOSS.
DIGITAL SWITCH, WALL MOUNTED
DUAL-TECH MOTION SENSOR, WALL
MOUNTED
WP
AV
AV
TC
T
EF
1
T
APPLICABLE BUILDING CODES
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
SCOPE OF WORK
DESIGN OF PARKING LOT LIGHTING FOR NEW HOTEL VALET LOT. PANELBOARDS AND MAIN
SWITCHBOARD USED IN THIS PROJECT ARE EXISTING TO REMAIN. NEW LIGHTING BRANCH
CIRCUITS ARE TO BE PROVIDED TO FOR VALET LOT LIGHTING.
FEEDER TABLESSYMBOL LIST
J
J
J
J
TV
3
TI
S0
MS
ESM
DEMOLITION GENERAL NOTES
THE LATEST ADDITION OF THE OWNER'S AND/OR ARCHITECT'S GENERAL, SPECIAL AND
SUPPLEMENTARY CONDITIONS AS WELL AS SEPARATE SPECIFICATIONS OR PROJECT MANUALS
ARE COMPLIMENTARY TO THESE CONSTRUCTION DRAWINGS AND INCLUDED AS CONSTRUCTION
DOCUMENTS.
FOLLOW APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS & STANDARDS AS WELL AS
INDUSTRY RECOGNIZED ASSOCIATION STANDARDS. USE GOOD COMMERCIAL CONSTRUCTION
PRACTICES AND STANDARD OF CARE.
THE SCOPE OF WORK INCLUDES PROVIDING LABOR, MATERIALS, EQUIPMENT, TOOLS AND
SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEMS
INDICATED AND SPECIFIED.
ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW OFFSETS, BENDS, ELBOWS,
JUNCTION BOXES OR OTHER SPECIFIC ELEMENTS WHICH MAY BE REQUIRED FOR PROPER
INSTALLATION OF WORK. SIZE AND LOCATION OF EQUIPMENT AND WIRING ARE SHOWN TO SCALE
WHERE POSSIBLE BUT MAY BE DISTORTED FOR CLARITY OF THE DRAWINGS. FINAL LOCATIONS OF
OUTLETS AND EQUIPMENT MAY BE SHOWN IN ENLARGED DETAILS OR AS APPROVED BY THE
ARCHITECT OR HIS REPRESENTATIVE. IT IS NOT WITHIN THE SCOPE OF THESE DRAWINGS TO
SHOW NECESSARY BENDS, OFFSETS, JUNCTION & PULL BOXES, AND OBSTRUCTIONS. PROVIDE
AN INSTALLATION THAT MAINTAINS HEADROOM AND KEEPS OPENINGS AND PASSAGEWAYS
CLEAR.
a. INSTALL JUNCTION AND PULL BOXES WHERE ACCESSIBLE ABOVE MAIN PATHS OF TRAVEL
WHEN POSSIBLE, AND IN LOCATIONS WHERE MINIMAL DISRUPTION WOULD OCCUR
SHOULD SERVICING BE REQUIRED.
b. THE ENGINEER RESERVES THE RIGHT TO CHANGE THE LOCATION OF OUTLETS, CONDUIT,
EQUIPMENT, APPARATUS, ETC. TO A REASONABLE EXTENT AS THE BUILDING CONDITIONS
MAY DICTATE PRIOR TO THEIR INSTALLATION WITHOUT EXTRA COST TO THE OWNER. THE
EXACT LOCATION AND ARRANGEMENT OF EQUIPMENT AND DEVICES TO BE DETERMINED
AS THE WORK PROGRESSES.
CONTRACTOR TO EXAMINE THE SITE TO DETERMINE THE EXACT CONDITIONS AFFECTIN THE
ELECTRICAL WORK.
INCONSISTENCY OR DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS ARE TO BE CLEARED
WITH THE ENGINEER PRIOR TO ROUGH IN OR INSTALLATION. BY SECURING THE PERMIT, IT IS
UNDERSTOOD THAT THE CONTRACTOR HAS READ AND FULLY UNDERSTANDS THE DRAWINGS,
SPECIFICATIONS AND RELATED DOCUMENTS FOR THIS PROJECT PRIOR TO THE COMMENCEMENT
OF WORK, INCLUDING DOCUMENTS OF OTHER DIVISIONS WHICH MAY INTERFERE OR OTHERWISE
AFFECT THE WORK OF THIS DIVISION. NO CONSIDERATION WILL BE GRANTED BY REASON OF
LACK OF FAMILIARITY ON THE PART OF THIS DIVISION WITH THOSE DOCUMENTS.
IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE COMPLETE SYSTEMS,
CONSTRUCTED WITH NEW AND HIGH QUALITY MATERIALS AND EQUIPMENT, LEFT IN GOOD
WORKING ORDER, READY FOR OPERATION.
WORK SHALL BE COMPLETED WITH A MINIMUM OF DUST AND DIRT ACCUMULATION. PROVIDE
SUFFICIENT FIREPROOF TARPAULINS AND COVER EQUIPMENT IN WORK AREA.
CONTRACTOR FILES, SECURES AND PAYS FOR ANY NECESSARY APPROVALS, PERMITS, LICENSES
AND INSPECTIONS WHICH ARE REQUIRED BY ANY LEGALLY CONSTITUTED AUTHORITY.
CAREFULLY LAY OUT WORK IN ADVANCE TO AVOID UNNECESSARY CUTTING, CHANNELING,
CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES.
PROVIDE SCREENING SO THAT MATERIALS STORED IN OUTDOOR STORAGE AREAS AND/OR
EQUIPMENT AT GRADE OR ON THE ROOF, ARE SCREENED FROM VIEW FROM ADJACENT STREETS
NO MATTER THE STREET GRADE, AS WELL AS PROPERTIES AT THE SAME GRADE.
CONTRACTOR FURNISHES SHOP DRAWINGS AND EQUIPMENT CUT SHEETS FOR REVIEW AND
COMMENTS PRIOR TO ORDERING AND SHIPPING OF SUCH EQUIPMENT. SUBSTITUTIONS MUST BE
IN SUBMITTAL FORM WITHOUT EXCEPTION. SUBSTITUTIONS SHALL ALSO BE APPROVED BY THE
OWNER AND/OR LANDLORD.
THE ENGINEER'S REVIEW AND COMMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM HIS
OBLIGATION TO COMPLY WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS.
DEFINITIONS:
a. "DEMOLISH": SAFE-OFF UTILITIES DISCONNECT, REMOVE, AND DISPOSE OF PER LOCAL
JURISDICTIONAL REQUIREMENTS, UNLESS NOTED OTHERWISE.
b. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING,
ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.
c. "INSTALL": OPERATIONS AT PROJECT SITE INCLUDING UNLOADING, TEMPORARILY
STORING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING,
WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR
OPERATIONS.
d. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.
e. "WIRING": INCLUDES PROVIDING CONDUIT, WIRE, JUNCTION BOXES, STARTERS,
DISCONNECTS AND SUPPORTS FOR 120V POWER TO CONTROL SYSTEMS, SWITCHES,
VALVES, STATS, RELAYS, DUCT SMOKE DETECTORS ETC, AND MAKING CONNECTIONS TO
THE EQUIPMENT.
REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATIONS, DIMENSIONS,
AND/OR RATINGS OF FIRE RATED SEPARATIONS, EXPANSION JOINTS, AND SEISMIC JOINTS. WHEN
CROSSING THESE AREAS, PROVIDE FOR MAXIMUM MOVEMENT EQUAL THE GAP WIDTH IN BOTH
PERPENDICULAR DIRECTIONS.
COORDINATE SLEEVES AND PENETRATIONS REQUIRED THROUGH FOUNDATION WALLS AND
CONCRETE FLOORS WITH ARCHITECTURAL DRAWINGS.
PROVIDE ACCESS PANELS FOR CODE REQUIRED ACCESS IN HARD CEILING AREAS. VERIFY
LOCATIONS OF FIRE RATED CEILINGS WITH ARCHITECURAL PLANS.
COMBINING CURRENT-CARRYING CONDUCTORS IN ONE CONDUIT (FOR POWER WIRING ONLY).
a. IF CONTRACTOR ELECTS TO COMBINE BRANCH CIRCUITS, CONTRACTORS MUST
COMPLETE THE CALCULATIONS FOR CODE ADJUSTMENT FACTOR(S) TO BE APPLIED.
b. PROVIDE CIRCUIT BREAKER HANDLE TIES FOR MULTI-WIRE BRANCH CIRCUITS CREATED BY
COMBINING CURRENT-CARRYING CONDUCTORS.
FOR EQUIPMENT NOT SHOWN WITH HOME RUNS, PROVIDE FEEDER AND BRANCH CIRCUITING
SHOWN IN THE RELATED EQUIPMENT SCHEDULE WHERE DISCONNECTING MEANS AND BRANCH
CIRCUITING IS IDENTIFIED.
PROVIDE UTILITY COMPANY INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO TRANSFORMER
PADS AND BOXES, CONDUITS, DUCT BANKS, PULL BOXES, VAULTS, MANHOLES, POWER POLE
RISERS, CONDUCTORS, ETC., FOR TERMINATION OF SERVICE ENTRANCE CONDUCTORS IN
ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS, AND AS SHOWN ON FINAL APPROVED
UTILITY CONSTRUCTION DRAWINGS.
a. PROVIDE 2" MINIMUM UNDERGROUND RACEWAY(S) FOR INCOMING TELEPHONE SERVICE
RACEWAYS, UNLESS OTHERWISE LISTED.
PRIOR TO PLANNING EXCAVATION WORK, RETAIN THE SERVICES OF AN INDEPENDENT
ELECTRONIC LOCATOR SERVICE TO PROVIDE THE EXACT LOCATION OF UNDERGROUND UTILITY
SERVICES AND VERIFY POSSIBLE CONFLICTS WITH THAT WHICH IS INDICATED ON THE SITE OR
OTHER UTILITY DRAWINGS. REPORT CONFLICTS TO THE OWNER AND ARCHITECT WITHIN 5 DAYS
OF THE COMPLETION OF THE SURVEY.
PROVIDE PENETRATIONS THROUGH MANHOLES, HANDHOLES, FOUNDATIONS, ETC. USING HOT-
DIPPED GALVANIZED, RIGID STEEL (GRS) CONDUIT. MAKE TRANSITION FROM RIGID NON-METALLIC
TO GRS AT 5'-0" FROM PENETRATION USING APPROVED TRANSITION COUPLING. PROVIDE 3"
CONCRETE ENVELOPE AROUND TRANSITION COUPLING EXTENDING 3'-0" IN EITHER DIRECTION TO
MINIMIZE SHEAR FORCES AT TRANSITION COUPLING.
RISERS AT UTILITY POLES CONSISTS OF GRS ELBOW(S) AND CONDUIT TO 10'-0' ABOVE FINISHED
GRADE. CAP SPARE ELECTRICAL CONDUITS AT 6" ABOVE FINISHED GRADE.
PROVIDE WIRING FOR EQUIPMENT FURNISHED BY OTHER DIVISIONS SHOWN IN THESE CONTRACT
DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR PROPER WIRING AND NECESSARY ELECTRICAL
ADJUSTMENTS TO EQUIPMENT TO CONFORM TO SPECIFIED REQUIREMENTS OF THE EQUIPMENT.
a. CONTROL SYSTEM AND SIGNAL SYSTEM WIRING TO BE RUN IN SEPARATE CONDUITS FROM
ANOTHER, AND NOT WITHIN CONDUITS CARRYING POWER CONDUCTORS. REVIEW
DRAWINGS OF OTHER DISCIPLINES TO ASCERTAIN THE REQUIREMENTS OF EQUIPMENT
BEING FURNISHED AND/OR INSTALLED BY THAT DIVISION OR OTHERS PRIOR BID.
COORDINATE INSTALLATION DETAILS AND LOCATIONS PRIOR TO ROUGH IN.
PROVIDE RACEWAY SYSTEMS INCLUDING BACKBOXES, CONDUIT AND PULL STRING FOR CONTROL
AND SIGNAL WIRING SPECIFIED BY OTHER DISCIPLINES.
WHERE A MOTOR STARTING SWITCH OR DISCONNECT IS SHOWN ADJACENT TO EQUIPMENT,
MOUNT THE SWITCH OR DISCONNECT ON BUILDING STEEL OR WALL. PROVIDE LIQUIDTIGHT
FLEXIBLE CONDUIT FROM SWITCH OR DISCONNECT TO THE UNIT. MOUNTING A DISCONNECT
ONTO THE EQUIPMENT IS NOT ALLOWED.
DEVICE/RECEPTACLE LOCATIONS AND ELEVATIONS ARE SHOWN FOR CIRCUITING AND GENERAL
ARRANGEMENT. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND
MOUNTING HEIGHTS OF DEVICES, AND ADDITIONAL DETAILS PRIOR TO ROUGH IN. UNLESS SHOWN
OTHERWISE ON ARCHITECTURAL PLANS.
LIGHTING LAYOUTS AND EXACT LOCATIONS OF LUMINAIRES TO BE FIELD COORDINATED WITH
OTHER TRADES AT TIME OF CONSTRUCTION AND PRIOR TO INSTALLATION WITH OTHER TRADE'S
LATEST DRAWINGS AND EQUIPMENT LAYOUTS. LUMINAIRES BEING BLOCKED BY OTHER TRADES
OR OWNER'S EQUIPMENT, PIPES, DUCTS, ETC. MUST BE RELOCATED.
CLEAN RELOCATED LUMINAIRES AFTER REINSTALLATION. SCRAP AND DEBRIS, EXCEPT AS
OTHERWISE SPECIFIED, SHALL BE REMOVED FROM THE SITE AND DISPOSED OF.
THE CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE CONTRACT THAT WORK INSTALLED
WILL BE FREE FROM ANY AND ALL DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF
COMPLETION AND ACCEPTANCE OF WORK.
ABBREVIATIONS AND DESCRIPTIONS
DEMOLITION AND RELOCATION WORK INDICATED ON THE DRAWINGS IS BASED UPON THE BEST
AVAILABLE INFORMATION AS TO THE LOCATION. SIZE AND IDENTIFICATION OF THE EXISTING FIRE
ALARM EQUIPMENT, FIRE ALARM ANNUNCIATING DEVICES, FIRE ALARM INITIATING DEVICES,
ELECTRICAL EQUIPMENT. DISCONNECTS STARTERS. PANELBOARDS TRANSFORMERS LUMINAIRES
AND DEVICES. THE CONTRACTOR SHALL WALK THROUGHOUT THE EXISTING FACILITY'S SITE AND
BUILDING INSIDE AND OUTSIDE TO IDENTIFY THE EXACT LOCATION(S) AND ELECTRICAL WORK
INVOLVED PRIOR TO BIDDING MAJOR DEVIATIONS FOUND SHALL BE REPORTED TO THE ENGINEER.
IN GENERAL, REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND DEVICES AS NOTED ON THE
PLANS.
a. REFER TO DEMOLITION PLANS OF OTHER DISCIPLINES FOR RELATED DEMOLITION AND
RELOCATION OF WALLS, CEILING, AND IMPACTS ON POWERED EQUIPMENT, AS WELL AS
GENERAL DEMOLITION NOTES.
THE RELOCATION AND DEMOLITION OF THE SPECIAL SYSTEMS SHALL BE THE RESPONSIBILITY OF
THE OWNER'S VENDOR OR INSTALLER UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL
COORDINATE WITH THE OWNER'S VENDOR OR INSTALLER. SPECIAL SYSTEMS ARE: ALARMS,
TELEPHONE, PAGING AND SOUND, SECURITY AND COMPUTER SYSTEMS.
DEVICES SHOWN DASHED, CROSSHATCHED AND/OR SHOWN ON DASHED WALLS (TO BE
DEMOLISHED) SHALL BE DEMOLISHED. INCLUDING ELECTRICAL LIGHT FIXTURES. BRANCH PANELS,
POWER, RECEPTACLES, EXIT LIGHTS, LIGHT SWITCHES, ELECTRICAL ASSOCIATED WITH CASE
WORK, UNDER CABINET LIGHTS, ABANDONED J-BOXES, PULL BOXES, GUTTERS, SWITCHES,
DISCONNECTS, SUPPORTS, THERMOSTATS, BACKBOARDS ETC.. SHALL BE COMPLETELY REMOVED
INCLUDING WIRE BACK TO PANEL, OR BACKBOARD UNLESS NOTED OTHERWISE TO REMAIN OR TO
BE RELOCATED. CONDUITS IN WALL OR SLAB SHALL BE CAPPED AND ABANDONED IN PLACE.
a. SWITCH PLATES, CONTROL PLATES, FIXTURE MOUNTING BOLTS AND SIMILAR VISIBLE
ACCESSORY ITEMS SHALL ALSO BE REMOVED. THE OPENINGS, HOLES, AND DAMAGED
AREAS DUE TO REMOVAL OF THESE ITEMS AND THE REMOVAL OR ABANDONMENT OF
RECEPTACLES SHALL BE PATCHED. REPAIRED AND REFINISHED TO MATCH ADJACENT
AREAS. THIS APPLIES TO WALLS, FLOORS, CEILINGS, AND ROOFS.
CONTRACTOR SHALL FIELD EXISTING CONDITIONS, ELECTRICAL SHOWN ON DEMOLITION
DRAWINGS IS TO ASSIST IN IDENTIFYING EXISTING CONDITIONS FROM RECORD DRAWINGS AND/OR
NON-EVASIVE FIELD INVESTIGATION. CONTRACTOR SHALL PROVIDE DEMOLITION WITH THE INTENT
OF REMOVING EXISTING ELECTRICAL WITHIN THE PROJECT AREA UNLESS NOTED OTHERWISE.
THE CONTRACTOR REVIEW MATERIAL AND EQUIPMENT TO BE SALVAGED AT THE BEGINNING OF
HE PROJECT WITH THE OWNER. THE MATERIAL AND EQUIPMENT SHALL INCLUDE LUMINARES,
LAMPS, BALLAST, ETC. ALL MATERIAL NOT SALVAGED SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REMOVE ALL ELECTRICAL EQUIPMENT, LUMINARES, BALLASTS, DEVICES,
WIRING, CONDUIT, ETC. AND PROVIDE THEIR PROPER ENVIRONMENTAL DISPOSAL.
PANELBOARDS, SWITCHES , RECEPTACLES, DEVICES, ETC. TO BE REUSED, WEATHER SHOWN OR
NOT SHOWN, SHALL BE TO THE DISCRETION OF THE CONTRACTOR AND THEIR RESPONSIBILITY TO
FIELD VERIFY. MAJOR DEVIATIONS SHALL BE REPORTED TO THE ENGINEER AND NOTED IN THE BID
PROPOSAL. ALL EXISTING EQUIPMENT TO BE REUSED SHALL HAVE ONE YEAR WARRANTY AFTER
DATE OF ACCEPTANCE OF INSTALLATION BY THE OWNER FROM THIS ELECTRICAL CONTRACTOR.
FOR EQUIPMENT TO BE RELOCATED, INTERCEPT AND EXTEND EXISTING BRANCH CIRCUITING TO
NEW LOCATION. PROVIDE PULL BOXES, SPLICE KITS, CONDUIT, AND CONDUCTORS TO MATCH
EXISTING MATERIAL, SIZES, TYPES AND QUANTITIES OF EXISTING BRANCH CIRCUITING. REFER TO
LIGHTING PLANS FOR SENSOR LOCATIONS.
WHEN EXISTING CONDUITS ARE ABANDONED, CONTRACTOR SHALL REMOVE BACK BOXES &
WIRING BACK TO SOURCE, AND CAP CONDUITS.
CONTRACTOR TO MAINTAIN CONTINUITY OF ELECTRICAL SYSTEMS AND DEVICES TO REMAIN IN
OPERATION DURING DEMOLITION. MAINTAINING CONTINUITY SHALL CONSIST OF PROVIDE
CONDUIT AND CONDUCTORS FOR REROUTING, INTERCEPTING & EXTENDING BRANCH CIRCUITS TO
FIXTURES OR DEVICES TO REMAIN OPERATIONAL FIELD VERIFY QUANTITIES AND SIZE OF EXISTING
BRANCH CIRCUIT CONDUITS AND CONDUCTOR TO EXTEND OR REROUTE.
JUNCTION BOXES AND CONDUCTOR IN EXISTING WALLS TO REMAIN SHALL BE ABANDONED, OR
MAY BE RE-USED IF DEEMED ACCEPTABLE FOR REUSE BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE SHUTDOWN PROCEDURES WITH OWNER'S REPRESENTATIVE
AND WORK SHALL BE SCHEDULED TO ELIMINATE BUSINESS DISRUPTION DURING OPERATING
HOURS.
A AMPERES
AC ALTERNATING CURRENT
AIC AMPERES INTERRUPTING
CAPACITY
AFC AVAILABLE FAULT CURRENT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AF AMP FRAME/AMP FUSE
AL ALUMINUM
AS AMP SWITCH
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
CATV CABLE TELEVISION
CCTV CLOSED CIRCUIT TELEVISION
CB CIRCUIT BREAKER
CO CONDUIT ONLY WITH NYLON
PULLCORD
COAS COAXIAL CABLE
CU COPPER
CT CURRENT TRANSFORMER
D DEMOLISH
DC DIRECT CURRENT
DIST DISTRIBUTION
DB DISTRIBUTION SWITCHBOARD
DWGS DRAWINGS
E EXISTING
EF EXHAUST FAN
EN NEW LOCATION OF RELOCATED
DEVICE/FIXTURE
ER EXISTING TO RELOCATE
ELECT ELECTRICAL
ELEV ELEVATION/ELEVATOR
EMER,EM EMERGENCY
EMT ELECTRO-METALLIC TUBING
EQUIP EQUIPMENT
F DEGREES FAHRENHEIT
FA FIRE ALARM
FF FURNITURE FEED, FINISHED
FLOOR
G GROUND BUS OR WIRE
GD GARBAGE DISPOSAL
GFCI GROUND FAULT CIRCUIT
INTERRUPTER
GND GROUND
H HORIZONTAL
HP HORSEPOWER
HOA HAND-OFF-AUTOMATIC
HZ HERTZ
IG ISOLATED GROUND
IMC INTERMEDIATE METAL CONDUIT
J-BOX JUNCTION BOX
KCM KILO-CIRCULAR-MIL
KVA KILO-VOLTAMPERE
KW KILO-WATT
LBS POUNDS
LV LOW VOLTAGE
MAX MAXIMUM
MCC MOTOR CONTROL CENTER
MCP MOTOR CIRCUIT PROTECTION
MECH MECHANICAL
MIN MINIMUM
MLO MAIN LUGS ONLY
MTD MOUNTED
MTG MOUNTING
N NEUTRAL
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NO NORMALLY OPEN
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED OWNER
INSTALLED
PB PULLBOX
PC PHOTOCELL CONTROL
PH PHASE
PLBG PLUMBING
PNL PANEL
PVC POLYVINYL CHLORIDE
PP POWER POLE
PS POWER SENTRY EMERGENCY
BATTERY UNIT
QTY QUANTITY
RECEPT RECEPTACLE
REF REFRIGERATOR
RGS RIGID GALVANIZED STEEL
RM ROOM
SB STANDBY
SD SMOKE DETECTOR
SPEC SPECIFICATION
SQFT SQUARE FEET OR SQUARE FOOT
SWBD SWITCHBOARD
SWGR SWITCHGEAR
TEMP TEMPERATURE OR TEMPORARY
TV TELEVISION
TYP TYPICAL
UGPS UNDERGROUND PULL SECTION
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
V VOLTS
VA VOLTAMPERE
VFD VARIABLE FREQUENCE DRIVE
W/ WITH
WP WEATHERPROOF
WT WEIGHT
VFD
M
OS
PS
VS
VS
SD
SD
FF
T
DUAL-TECH OCCUPANCY SENSOR,
CEILING MOUNTED
PHOTO SENSOR, CEILING MOUNTED
VACANCY SENSOR, CEILING
MOUNTED
VACANCY SENSOR, WALL MOUNTED
(2) 2-GANG BACKBOXES; (1) FOR
POWER AND (1) FOR DATA FOR
CONNECTION TO FURNITURE
SYSTEM
SMOKE DETECTOR, CEILING
MOUNTED
SMOKE DETECTOR, WALL MOUNTED
DISCONNECT SWITCH, SIZE AS
NOTED
VARIABLE FREQUENCY DRIVE, SIZE
AS NOTED
MOTOR RATED SWITCH
THERMOSTAT. PROVIDE BACKBOX
AND 3/4" CONDUIT WITH PULL
STRING SUBBED UP TO ACCESSIBLE
CEILING.
BRANCH CIRCUIT HOMERUN
3/4" CONDUIT MINIMUM - 1#12 HOT, 1
#12 NEUTRAL AND 1#12 GROUND.
TYPICAL UNLESS NOTED
OTHERWISE.
BRANCH CIRCUIT WIRING WITH TICK
MARKS.
FEEDER TAG.
CONDUIT TURNING UP
CONDUIT TURNING DOWN
ELECTRICAL PANEL
CIRCUIT BREAKER ON SINGLE LINE
DIAGRAM
CIRCUIT BREAKER WITH SHUNT
TRIP ON SINGLE LINE DIAGRAM
TRANSFORMER ON SINGLE LINE
DIAGRAM
AUTOMATIC TRANSFER SWITCH ON
SINGLE LINE DIAGRAM
METER WITH CURRENT
TRANSFORMERS
CURRENT TRANSFORMER
ELECTRIC MOTOR, SIZE AS NOTED
ELECTRICAL PANEL ON SINGLE LINE
DIAGRAM
CIRCUIT BREAKER WITH
ELECTRONIC SENSING,
TIMING AND TRIPPING CONTROL
WITH FIELD
INTERCHANGEABLE TRIP UNITS.
PROVIDE TRUE
RMS FUNCTIONS WITH DESCRETE
FIELD
ADJUSTABLE SETTINGS
INDEPENDENT OF OTHER
ADJUSTMENTS.
A - ARC FLASH REDUCTION
L - LONG TIME TRIP
S - SHORT TIME OVERCURRENT
TRIP
I - INSTANTANEOUS TRIP
G - GROUND FAULT TRIP, GROUND
FAULT
SENSING INTEGRAL WITH CIRCUIT
BREAKER.
GROUNDING ELECTRODE AND
CONDUCTOR
ST
M
ALSIG
"P1"
X
GND
NEUTRAL HOT(S)
1.
2.
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5.
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EXP. 06/30/25
A RRTTIC N
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Seal
Issue Dates
Sheet Number
Scale
Description
Date Project No.
Consultant
12" = 1'-0"
E001
ELECTRICAL LEAD SHEET
18
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Issue Date 23195
ELECTRICAL SHEET LIST
Sheet
Number Sheet Name
E001 ELECTRICAL LEAD SHEET
E011 ELECTRICAL SPECIFICATIONS
E021 TITLE 24 COMPLIANCE REPORT
E101 VALET LOT LIGHTING PLAN
E501 SINGLE LINE DIAGRAM & PANEL SCHEDULES
No. Description Date
ELECTRICAL NOTES & SPECIFICATIONS
GENERAL
1. CONTRACTOR SHALL PERFORM ALL WORK AS TO CONFORM TO LOCAL,
STATE AND NATIONAL CODES AND THE REQUIREMENTS OF LOCAL
AUTHORITIES HAVING JURISDICTION.
2. CONTRACTOR TO EXAMINE THE SITE TO DETERMINE THE EXACT
CONDITIONS AFFECTING THE ELECTRICAL WORK.
3. DRAWINGS INDICATE THE GENERAL SCHEME OF THE INSTALLATION AND
ARE DIAGRAMMATIC IN SCOPE. THE ENGINEER RESERVES THE RIGHT TO
CHANGE THE LOCATION OF OUTLETS, CONDUIT, EQUIPMENT,
APPARATUS, ETC. TO A REASONABLE EXTENT AS THE BUILDING
CONDITIONS MAY DICTATE PRIOR TO THEIR INSTALLATION WITHOUT
EXTRA COST TO THE OWNER. THE EXACT LOCATION AND ARRANGEMENT
OF ALL EQUIPMENT AND PARTS SHALL BE DETERMINED AS THE WORK
PROGRESSES.
4. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT
SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS
SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL. IT IS THE INTENT OF
THESE SPECIFICATIONS TO PROVIDED COMPLETE SYSTEMS, LEFT IN
GOOD WORKING ORDER, READY FOR OPERATION.
5. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF BY THIS CONTRACTOR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR START-UP OF ALL
SYSTEMS.
7. ALL WORK SHALL BE DONE WITH A MINIMUM OF DUST AND DIRT. PROVIDE
SUFFICIENT FIREPROOF TARPAULINS AND COVER ALL EQUIPMENT IN
WORK AREA WITH SAME DURING WORK OPERATIONS.
8. CONTRACTOR SHALL FURNISH SHOP DRAWINGS AND EQUIPMENT CUTS
TO THE ARCHITECT FOR APPROVAL (MINIMUM (5) COPIES).
9. COORDINATE NEW SERVICE CONNECTIONS WITH LOCAL UTILITY
COMPANY(S).
10. CONTRACTOR SHALL FILE, SECURE AND PAY FOR ANY NECESSARY
APPROVALS, PERMITS AND INSPECTIONS.
11. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECT FOR ONE
YEAR AFTER ACCEPTANCE OF WORK.
12. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE LATEST
VERSION OF THE STATE OF CALIFORNIA FIRE CODE, THE CALIFORNIA
ELECTRIC CODE, THE CALIFORNIA GREEN CODE, AND THE CALIFORNIA
BUILDING CODE.
13. PRIOR TO TESTING, CONTRACTOR SHALL MAKE ALL SYSTEM
ADJUSTMENTS REQUIRED FOR PROPER OPERATION. ADJUSTMENTS
SHALL INCLUDE TRANSFORMER TAPS, CIRCUIT BREAKER MAGNETIC
SETTINGS, GROUND FAULT RELAY TRIP SETTINGS, BALLAST TAP
SETTINGS, ETC.
14. CONTRACTOR TO COORDINATE TESTING WITH LOCAL OFFICIALS.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AND
MAKING SAFE ALL ELECTRICAL FACILITIES IN EXISTING STRUCTURE PRIOR
TO DEMOLITION.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING OF
SYSTEMS AS REQUIRED BY LOCAL CODE.
17. ALL EQUIPMENT SHALL BE LISTED BY A CITY OF ONTARIO RECOGNIZED
ELECTRICAL TESTING LAB (IE U.L.) OR APPROVED BY THE DEPARTMENT.
18. COMPLY WITH CITY OF ONTARIO AMENDMENTS TO 2019 CEC. USE RIGID
METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. USE GROUND
WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT
INSTALLED IN CONTACT WITH EARTH.
19. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT
SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE
ABOVE THE ELECTRICAL EQUIPMENT.
20. PROVIDE AND MAINTAIN REQUIRED WORK SPACE, ACCESS TO WORK
SPACE AND HEAD ROOM ABOUT ELECTRICAL EQUIPMENT PER TABLE
110.26(A)(1).
CONDUCTORS
1. UNLESS OTHERWISE NOTED, CONDUCTOR TYPES SHALL BE AS
INDICATED BELOW:
2. ALL WIRE AND CABLE SHALL BE COPPER CONDUCTORS. CONDUCTORS #
10AWG AND SMALLER MAY BE SOLID. CONDUCTORS LARGER THAN #
10AWG SHALL BE STRANDED.
3. CONDUCTORS #8AWG AND SMALLER MAY BE SPLICED USING NYLON
SELF-INSULATED WIRE NUTS AS MANUFACTURED BY 3M "SCOTCHLOK",
IDEAL "WIRE-NUT" OR APPROVED EQUAL.
4. CONDUCTORS LARGER THAN #8AWG SHALL BE SPLICED USING SPLIT
BOLT CONNECTORS WITH TAPED JACKET. PREMANUFACTURED SPLICES
BY ILSCO OR MAC PRODUCTS OR BY HYDRAULICALLY APPLIED
COMPRESSION SPLICES. MANUFACTURERS TOOLING, DYES AND
RECOMMENDATIONS SHALL GOVERN HYDRAULICALLY APPLIED
COMPRESSION SPLICES.
5. EXCEPT WHERE EQUIPMENT, SUCH AS MOLDED CASE CIRCUIT
BREAKERS, ARE SUPPLIED WITH FACTORY INSTALLED SET SCREW LUGS,
ALL CONNECTIONS FOR CABLES 4/0 AND LARGER SHALL BE MADE USING
NEMA 2 BOLT COMPRESSION LUGS. LUGS SHALL BE HYDRAULICALLY
APPLIED USING MANUFACTURER'S TOOLING, DYES AND RECOMMENDED
PROCEDURES.
6. CONTROL WIRING FOR HVAC EQUIPMENT UTILIZING CONTROL CIRCUIT
VOLTAGES OF LESS THAN 60VAC SHALL BE #16 AWG MULTI-CONDUCTOR
NEC TYPE "CL2". WHEN INSTALLED IN ENVIRONMENTAL AIR PLENUMS,
LOW VOLTAGE CONTROL WIRING SHALL BE INSTALLED IN ACCORDANCE
WITH NEC ARTICLE #725.
7. CONTROL WIRING FOR HVAC EQUIPMENT AND OTHER EQUIPMENT
UTILIZING 120V CONTROLS SHALL BE #14AWG TYPE THHN/THWN
INSTALLED IN RACEWAYS.
8. WHERE ISOLATED GROUND RECEPTACLES ARE INDICATED ON THE
DRAWINGS, INSTALL AN INSULATED (GREEN WITH YELLOW STRIP)
ISOLATED GROUND CONDUCTOR IN ADDITION TO THE REQUIRED GREEN
EQUIPMENT GROUND CONDUCTOR WITH THE BRANCH CIRCUIT. IN
CONCEALED LOCATIONS, TYPE "MC" CABLE SHALL BE UTILIZED FOR
SUPPLY OF ISOLATED GROUND OUTLETS.
LOCATION
BRANCH CIRCUITS AND FEEDERS
IN CONDUIT
CONCEALED BRANCH CIRCUITS
UNDERGROUND OUTDOORS
UNDERGROUND SERVICE
ENTRANCE
FIXTURE CONNECTIONS
TEMPORARY LIGHT AND POWER
CONDUCTORS
THHN/THWN
TYPE "AC" CABLE
RHW/THW/THWN
RHW/USE
SF-2
TYPE "NM" CABLE
9. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BRANCH
CIRCUITS AND HOME RUNS SHALL BE #12AWG, QUANTITY AS INDICATED
BY HASH MARKS.
10. ADJUST BRANCH CONDUCTOR SIZES AS REQUIRED FOR VOLTAGE DROP.
MAXIMUM BRANCH CIRCUIT LENGTHS SHALL BE AS FOLLOWS UNLESS
OTHERWISE NOTED:
THE ABOVE LENGTHS REPRESENT "OE-WAY" CIRCUIT LENGTH (NOT WIRE
LENGTH) AND INCLUDE ALL VERITCAL RISES AND DROPS.
11. CONDUCTOR INSULATIONS SHALL BE COLOR CODED AS FOLLOWS:
WHERE CONDUCTORS ARE NOT AVAILABLE WITH COLOR CODED
INSULATION, COLORED TAPES SHALL BE APPLIED TO THE ENTIRE
EXPOSED LENGTH OF CABLES IN PULL BOXES, SWITCHBOARDS,
EQUIPMENT, ETC.
12. CONTROL CABLE CONDUCTORS SHALL BE COLOR CODED IN
ACCORDANCE WITH ICEA STANDARDS.
120V, 1 PHASE, 15A
120V, 1 PHASE, 20A
208V, 1 PHASE, 20A
208V, 3 PHASE, 20A
#12
75'
55'
95'
110'
#10
125'
95'
160'
185'
#8
185'
145'
245'
285'
PHASE A
PHASE B
PHASE C
NEUTRAL
GROUND
120/208V
BLUE
RED
BLACK
WHITE
GREEN
277/480V
BROWN
ORANGE
YELLOW
WHITE
GREEN
RACEWAYS
1. UNLESS OTHERWISE NOTED, RACEWAY TYPES SHALL BE AS INDICATED
BELOW:
2. GALVANIZED RIGID STEEL CONDUIT SHALL BE MANUFACTURED IN
ACCORDANCE WITH ANSI #C80.1 AND UL #6. INSTALLATION OF
GALVANIZED RIGID STEEL CONDUIT SHALL BE IN STRICT CONFORMANCE
WITH NEC ARTICLE #344.
3. EMT SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI #C80.3 AND
UL #797. INSTALLATION OF ELECTRICAL METALLIC TUBING SHALL BE IN
STRICT CONFORMANCE WITH NEC ARTICLE #344. BENDING RADIUS SHALL
NOT BE LESS THAN NEC TABLE 2, CHAPTER9. SUPPORT SPACING SHALL
NOT EXCEED 10'-0". ALL EMT COUPLINGS AND CONNECTORS SHALL BE OF
THE CONCRETE-TIGHT AND RAIN-TIGHT TYPE. SET SCREW CONNECTORS
SHALL NOT BE USED.
4. FLEXIBLE METAL CONDUIT SHALL BE MANUFACTURED IN ACCORDANCE
WITH UL#1. INSTALLATION OF FLEXIBLE CONDUIT SHALL BE IN STRICT
CONFORMANCE WITH NEC #348 AND SHALL BE LIMITED TO 6'-0" MAXIMUM
LENGTHS FOR CONNECTIONS TO LIGHTING FIXTURES AND VIBRATING
EQUIPMENT. BENDING RADIUS FOR FLEXIBLE METAL CONDUIT SHALL NOT
BE LESS THAN THOSE PERMITTED FOR CONDUCTOR BENDING RADIUS.
CONNECTORS FOR FLEXIBLE METAL CONDUIT SHALL BE OF SINGLE
SCREW, MALLEABLE IRON CLAMPING TYPE (THOMAS & BETTS SERIES #
250). FLEXIBLE METAL CONDUIT AND CONNECTORS SHALL BE UL LISTED
AND APPROVED FOR SHEATH GROUNDING FOR BRANCH CIRCUITS OF 20A
OR LESS IN LENGTHS NOT TO EXCEED 6'-0". PROVIDE A GROUNDING
CONDUCTOR SIZED TO MEET NEC TABLE 250.122.
5. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE INSTALLED IN STRICT
CONFORMANCE WITH NEC ARTICLE #350 AND SHALL BE LIMITED TO 3'-0"
LENGTHS FOR CONNECTIONS TO MOTORS, OUTDOOR VIBRATING
EQUIPMENT AND OTHER EQUIPMENT IN WET AREAS. LIQUID-TIGHT
FLEXIBLE METAL CONDUIT AND FITTINGS SHALL BE APPROVED FOR
GROUNDING PURPOSES. PROVIDE A SEPARATE EXTERNAL BONDING
CONDUCTOR WHERE ANY OF THE FOLLOWING CONDITIONS EXIST:
A. CONDUIT SIZE EXCEED 1 1/4" TRADE SIZE
B. 1/2" CONDUIT HOUSES A CIRCUIT PROTECTED IN EXCESS OF 20A.
C. 3/4" THRU 1 1/4" CONDUIT HOUSES A CIRCUIT PROTECTED IN
EXCESS OF 60A
FITTINGS FOR LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE THOMAS
& BETTS "VERSA-GROUND" WITH OR WITHOUT EXTERNAL GROUND LUG
AS REQUIRED ABOVE.
WHERE LIQUID-TIGHT FLEXIBLE METAL CONDUIT CONNECTIONS ARE
MADE TO A MOTOR OR OTHER VIBRATING EQUIPMENT AN EQUIPMENT
GROUNDING CONDUCTOR SHALL BE RUN WITH THE CIRCUIT PER NEC
SECTION 350.60.
6. INTERMEDIATE METAL CONDUIT, MANUFACTURED IN ACCORDANCE WITH
UL #1242 MAY BE SUBSTITUTED FOR GALVANIZED RIGID STEEL CONDUIT
IN ABOVE GRADE, INDOOR APPLICATIONS. IMC SHALL BE PERMITTED IN
OUTDOOR ABOVE OR BELOW GRADE APPLICATIONS. ALL OTHER
REQUIREMENTS FOR GALVANIZED RIGID STEEL CONDUIT SHALL APPLY.
7. USE OF LIQUID-TIGHT FLEXIBLE METAL CONDUIT OR LIQUID NON-
METALLIC SHALL NOT BE PERMITTED IN ENVIRONMENTAL AIR PLENUMS,
INCLUDING RETURN AIR CEILING PLENUMS.
LOCATION
OUTDOORS, ABOVE GRADE...
INDOOR FEEDERS AND SUB
FEEDERS NOT EXPOSED TO
PHYSICAL DAMAGE...
INDOOR BRANCH CIRCUITS
EXPOSED IN UTILITY AREAS...
INDOOR BRANCH CIRCUITS
CONCEALED...
INDOOR FIXTURE AND VIBRATING
EQUIPMENT CONNECTIONS...
INDOOR AND OUTDOOR MOTOR
CONNECTIONS...
MOTOR CONNECTIONS IN
ENVIRONMENTAL AIR PLENUMS...
UNDERGROUND...
UNDERGROUND PENETRATION...
RACEWAY
GALVANIZED RIGID STEEL (GRS)
ELECTRICAL METALLIC TUBING (EMT)
ELECTRICAL METALLIC TUBING (EMT)
(SEE CONDUCTORS' SECTION)
FLEXIBLE METALLIC CONDUIT
LIQUID-TIGHT FLEXIBLE METAL
CONDUIT
FLEXIBLE METAL CONDUIT
TYPE "DB", SCHEDULE 40 RIGID (PVC),
NON METALLIC CONDUIT
GALVANIZED RIGID STEEL (GRS)
THROUGH GRADE
8. EXCEPT FOR SURFACE METAL AND SURFACE NON-METALLIC, ALL
RACEWAYS SHALL BE INSTALLED CONCEALED WITH THE EXCEPTION OF
BOILER ROOMS, UTILITY ROOMS, GARAGES AND OTHER AREAS
SPECIFICALLY APPROVED BY THE ARCHITECT.
9. SEAL ALL PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLIES WITH
APPROVED MATERIALS PER SEC. 709.6 AND 710, CBC.
SITE SERVICES
1. PROVIDE UNDERGROUND RACEWAYS(S) FOR INCOMING TELEPHONE
SERVICE. RACEWAYS SHALL BE 2" MINIMUM (UNLESS OTHERWISE
LISTED).
2. ALL UNDERGROUND RACEWAYS, SHALL BE TYPE DB, SCHEDULE 40 PVC,
RIGID NON-METALLIC CONDUIT, AND MANUFACTURED BY CARLON OR
APPROVED EQUAL AND SHALL BE INSTALLED IN ACCORDANCE WITH NEC
ARTICLE #352.
3. NON-METALLIC RIGID CONDUIT SHALL BE MANUFACTURED IN STRICT
CONFORMANCE WITH UL #651 AND NEMA #TC-2.
4. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE OF THE SOLVENT
CEMENTED TYPE AND SHALL BE MANUFACTURED IN STRICT
CONFORMANCE WITH UL 3514 AND NEMA #TC-3. SOLVENT CEMENT
PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS.
5. WHEREVER POSSIBLE, RIGID NON-METALLIC CONDUIT ELBOWS,
OFFSETS, ETC. SHALL BE MADE USING 30 DEGREE, 45 DEGREE AND 90
DEGREE FACTORY ELBOWS. WHERE FACTORY ELBOWS CANNOT BE
ACCOMODATED. FIELD BENDING SHALL USE HEATING BOXES, END PLUGS
AND FORMING GUIDES AS RECOMMENDED BY THE MANUFACTURER.
CARE SHALL BE EXERCISED TO ENSURE THAT THE INTERNAL DIAMETER
OF CONDUITS IS NOT EFFECTIVELY REDUCED BY FIELD IN BENDING.
6. MINIMUM BENDING RADIUS FOR RIGID NON-METALLIC CONDUIT SHALL
NOT BE LESS THAN PERMITTED BY NEC TABLE 2, CHAPTER 9.
7. MINIMUM BURIAL DEPTH FOR UNDERGROUND RIGID NON-METALLIC
RACEWAY SHALL BE 36" BELOW FINISHED GRADE. WHERE LESSER
DEPTHS ARE REQUIRED DUE TO SUBSURFACE OBSTACLES, ENCASE
RACEWAYS IN MINIMUM 3", 3000 PSI CONCRETE ENVELOPE.
8. ALL PENETRATIONS THROUGH MANHOLES, HANDHOLES, FOUNDATIONS,
ETC. SHALL BE MADE USING HOT-DIPPED GALVANIZED, RIGID STEEL (GRS)
CONDUIT. MAKE TRANSITION FROM RIGID NON-METALLIC TO GRS AT 5'-0"
FROM PENETRATION USING APPROVED TRANSITION COUPLING. PROVIDE
3" CONRETE ENVELOPE AROUND TRANSITION COUPLING EXTENDING 3'-0"
IN EITHER DIRECTION TO MINIMIZE SHEAR FORCES AT TRANSITION
COUPLING.
9. RISERS AT UTILITY POLES SHALL CONSIST OF GRS ELBOW(S) AND
CONDUCT TO 10'-0" ABOVE FINISHED GRADE FOR ELECTRICAL SUPPLIES.
SPARE ELECTRICAL DUCTS SHALL BE CAPPED AT 6" ABOVE FINISHED
GRADE.
10. WHERE THE SERVICES ARE TO BE OF THE SECONDARY TYPE SUPPLIED
FROM EXISTING LOW VOLTAGE DISTRIBUTION OR POLE MOUNTED
POWER COMPANY TRANSFORMERS, CONTRACTOR SHALL FURNISH AND
INSTALL SERVICE CONDUCTORS SIZED AS INDICATED ON THE DRAWINGS,
FROM THE SERVICE ENTRANCE SWITCHGEAR TO THE RISER POLE.
PROVIDE ADEQUATE CABLE SLACK, COILED AT TOP OF RISER CONDUIT
FOR FINAL CONNECTIONS BY THE POWER COMPANY.
11. LOW VOLTAGE SERVICE DUCTS FOR TELEPHONE MAY BE TERMINATED IN
PVC ELBOWS AT RISER POLE AND EXTEND TO 6" ABOVE FRADE. CAP ALL
DUCTS TO PREVENT ENTRANCE OF RAIN WATER.
12. COORDINATE RISER POLE LOCATIONS AND THE LOCATION OF RISER
CONDUITS OF THE POLE (QUADRANT) WITH THE APPROPRIATE UTILITY.
PANEL BOARDS AND CIRCUIT BREAKERS
1. EQUIPMENT INTERRUPTING RATINGS SHOWN ON SCHEDULES ARE BASED
ON UL LISTED FULL RATING FOR 65,000A AVAILABLE SHORT CIRCUIT
CURRENT AT THE SERVICE. CONTRACTOR SHALL INCREASE
INTERRUPTING RATINGS AS REQUIRED FOR FULLY RATED EQUIPMENT.
2. PANELBOARDS SHALL BE OF DEAD FRONT CONSTRUCTION WITH
AUTOMATIC OVERCURRENT DEVICES. VOLTAGE AND CURRENT RATINGS
AS SHOWN. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE UNLESS
OTHERWISE NOTED. PANELBOARDS SHALL BE UL LISTED AS
MANUFACTURED BY SQUARE D, GE OR WESTINGHOUSE.
3. ALL CIRCUIT BREAKERS SUPPLYING HVAC EQUIPMENT SHALL BE UL
LISTED TYPE HACR.
4. PANELBOARDS SUPPLYING POWER TO MOTOR LOAD SHALL BE FULLY
RATED FOR AVAILABLE FAULT CURRENT PER UL STANDARDS.
5. GFI OF MAIN PANEL TO BE TESTED AND CERTIFIED BY A QUALIFIED
PERSON; CERTIFICATION TO BE SUBMITTED TO BUILDING DEPARTMENT.
WIRING DEVICES
1. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE UNLESS
OTHERWISE INDICATED.
2. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, WIRING DEVICES
USED SHALL BE AS SPECIFICED BELOW OR APPROVED EQUAL;
3. WHERE SINGLE POLE, 3-WAY OR 4-WAY SWITCHES ARE GROUPED WITH
DIMMERS OR FAN SPEED CONTROLS, PROVIDE LINEAR SLIDE SWITCHES
BY LUTRON AS SPECIFIED ABOVE. PROVIDE MULTI-GANG COMMON
WALLPLATE BY LUTRON. INDIVIDUALLY MOUNTED CONTROLS SHALL NOT
BE ACCEPTED. CONTRACTORS SHALL DERATE DIMMERS IN ACCORDANCE
WITH MANUFACTURER'S PROCEDURE FOR GANGED INSTALLATIONS.
DEVICE
DUPLEX RECEPTABLE 125V,
20A, GROUNDED NEMA #
5-20R
GFCI RECEPTABLE 125V,
GROUNDED NEMA #5-15R
TOGGLE SWITCH, 1 POLE
120/277V, 20A
TOGGLE SWITCH, 1 POLE
WITH PILOT LIGHT 125V, 15A
TOGGLE SWITCH, 2 POLE
120/277V, 20A
TOGGLE SWITCH, 3 WAY
120/277V, 20A
FAN SPEED CONTROL 120V,
12A,1 POLE
LINEAR SLIDE SWITCH
120/277V, 20A
MANUFACTURER & MODEL NUMBER
LEVITON #5362
LEVITON #6599
(TOGGLE TYPE) LEVITON #5521
(KEY TYPE) LEVITON #1221-L
(TOGGLE TYPE) LEVIITON #5226
(TOGGLE TYPE) #5522
(KEY TYPE) LEVITON #1222-I
(TOGGLE TYPE) LEVITON #5523
(KEY TYPE) LEVITON #1223-L
LUUTRON #NTFS-12E
(1 POLE) LUTRON #NT-1PS
(3 WAY) LUTRON #NT-3PS
(4 WAY) LUTRON #NT-4PS
4. WHERE GANGED RECEPTACLES INCLUDE A GROUND FAULT CIRCUIT
INTERRUPTER, PROVIDE DECORATOR STYLE CONVENIENCE OUTLETS
AND MULTI-GANG DECORATOR COVERPLATE.
5. WIRING DEVICE MOUNTING HEIGHTS SHALL BE AS FOLLOWS:
MOUNTING HEIGHTS FOR OTHER DEVICES NOT SPECIFIED ABOVE SHALL
BE IN ACCORDANCE WITH OSHA AND AMERICAN DISABILITIES ACT (ADA)
REQUIREMENTS.
6. ALL RECEPTACLES INSTALLED WITHIN 6'-0" OF SINKS OR LAVATORIES
SHALL BE PROVIDED WITH GROUND FAULT PROTECTION OR GROUND
FAULT FEED THRU.
7. ALL RECEPTACLES INSTALLED IN TOILET ROOMS SHALL BE PROVIDED
WITH GROUND FAULT PROTECTION OR GROUND FAULT FEED THRU.
8. ALL RECEPTACLES INSTALLED IN UNFINISHED BASEMENTS, GARAGES,
CRAWL SPACES AND OUTDOORS AT GRADE SHALL BE PROVIDED WITH
GROUND FAULT PROTECTION OR GROUND FAULT FEED THRU.
9. COVERPLATES FOR SURFACE MOUNTED WIRING IN UTILITY AREAS SHALL
BE OF THE RAISED COVER TYPE AS MANUFACTURED BY MULBERRY,
RACO OR APPROVED EQUAL.
10. COVERPLATES FOR WEATHERPROOF DUPLEX RECEPTACLES SHALL BE
BELL #223-V WITH GASKET. COVERPLATES FOR WEATHERPROOF SWITCH
SHALL BE BELL #223-V WITH GASKET.
11. ALL SWITCHES SHALL BE MOUNTED AT THE STRIKE SIDE OF DOORS.
COORDIANTE FINAL DOOR SWINGS WITH THE ARCHITECTURAL
DRAWINGS.
12. WHERE OUTLETS ARE LOCATED IN COLUMN CLOSURES, PANELED WALLS,
CUSTOM CABINETS, ETC., COORDINATE WITH ARCHITECTURAL
ELEVATION DRAWINGS TO ENSURE THAT OUTLETS ARE CENTERED IN
PANELS AND LOCATED ON FLAT PANELS.
DEVICE
RECEPTACLES (GENERAL AREAS)
RECEPTACLES (ABOVE COUNTERS)
RECEPTACLES (UTILITY AREAS)
LIGHT SWITCHES (ALL AREAS)
THERMOSTAT & HVAC CONTROLS
MOUNTING HEIGHT
1'-4" A.F.F. TO BOTTOM
6" ABOVE BACKSPLASH &
44" A.F.F. MAX TO TOP
4'-0" A.F.F. TO TOP
4'-0" A.F.F. TO TOP
4'-0" A.F.F. TO TOP
BOXES
1. BOXES FOR BRANCH CIRCUIT WIRING DEVICES AND BRANCH CIRCUIT
SPLICES SHALL BE AS INDICATED BELOW:
THE ABOVE MODEL NUMBERS ARE TYPICAL OF THE PRODUCTS
REQUIRED. CONTRACTOR SHALL ADJUST MODEL NUMBERS AS REQUIRED
TO SUIT JOB CONDITIONS, WALL THICKNESS, DEVICE REQUIREMENTS,
ETC.
2. PULL AND JUNCTION BOXES SHALL BE CODE GAUGE ENAMELED STEEL
NEMA "1" WITH SCREW FASTENED COVERS WHEN USED IN INDOOR, DRY
AREAS. STEEL GAUGE SHALL BE IN ACCORDANCE WITH NEC ARTICLE #
314.40.
3. PULL AND JUNCTION BOXES UTILIZED IN INDOOR AREAS WHICH MAY
BECOME DAMP (BOILER ROOMS, UTILITY ROOMS, CONNECTIONS TO
UNDERGROUND RACEWAYS, ETC.) SHALL BE GALVANIZED TYPE NEMA "1".
4. PULL AND JUNCTION BOXZES FOR USE OUTDOORS SHALL BE
GALVANIZED AND OF NEMA "3R" CONSTRUCTION.
5. ALL PULL BOXES FASTENED TO EXTERIOR BLOCKS OR MASONRY WALLS
SHALL BE PROVIDED WITH 1 1/2" CHANNGEL FRAMING SPACERS
ORIENTED VERTICALLY AT REAR OF ENCLOSURE TO ENSURE AIR
CIRCULATION BEHIND ENCLOSURE.
6. OUTLET, SWITCH AND JUNCTION BOXES FOR BRANCH CIRCUIT WORK
SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE #314.16 -#314.30.
7. PULLBOXES AND LARGER JUNCTION BOXES SHALL BE SIZED IN
ACCORDANCE WITH NEC ARTICLE #314.28.
8. WHERE USE OF KNOCKOUTS IS DISCONTINUED BY CHANGES IN THE
WORK, INSTALL PROPERLY SIZED KNOCKOUT SEALS BY THOMAS AND
BETTS, RACOR, APPLETON OR EQUAL.
FLUSH WIRING DEVICES ON
METAL STUDS
FLUSH WIRING DEVICES ON
WOOD STUDS
FLUSH WIRING DEVICES IN
MASONRY WALLS
GANG BOXES
CEILING BAR BOX
(HUNG CEILING)
CEILING BAR BOX
(WOOD JOIST)
SURFACE WIRING DEVICES
(DRY AREAS)
SURFACE WIRING DEVICES
(WET AREAS, 1 GANG)
SURFACE WIRING DEVICES
(WET AREAS, 2 GANG)
RACO #172/173/174
(4" SQUARE)
RACO #504/565
GANGABLE
RACO #690
(1 GANG)
RACO #951/953/953/954/955
RACO #280/917
RACO #326
RACO #192
(4" SQUARE)
BELL 270-L/273-L
(F.S. TYPE)
BELL 276-4L/277-4L
(F.S. TYPE)
LIGHTING
1. COORDINATE FIXTURE LOCATIONS WITH INSTALLED DUCTWORK,
SPRINKLERS, ARCHITECTURAL SOFFITS, ETC.
2. FIXTURES INSTALLED IN CLOSETS SHALL COMPLY WITH NEC ARTICLE #410-8
FOR LOCATION AND TYPE OF CONSTRUCTION.
3. ALL FIXTURES WEIGHING IN EXCESS OF 50LBS. SHALL BE SUPPORTED
INDEPENDENTLY OF THE OUTLET BOX (SEE NEC #410.30(A)).
4. WHERE TROFFERS ARE INSTALLED IN SUSPENDED CEILINGS, FIXTURES
SHALL BE SECURELY FASTENED TO GRID WITH CONCEALED BOLTS,
SCREWS, RIVETS, OR TEE BAR CLIPS, WHERE CEILING SUPPORT IS NOT
ADEQUATE (ONE WIRE IN EACH CORNER OF THE FIXTURE), SUPPORT
FIXTURE HOUSING INDEPENDENTLY OF THE GRID.
5. WHERE FIXTURE ARE PENDANT MOUNTED OR CHAIN HUNG, SUPPORTS
SHALL BE ADEQUATE TO HOLD THE WEIGHT OF THE FIXTURE PLUS 250LBS.
6. FIXTURE HOUSING SHALL NOT BE USED AS RACEWAYS, EXCEPT THOSE
DESIGNED FOR INSTALLATION IN CONTINUOUS ROWS. MAKE BRANCH
CIRCUIT SPLICES IN 4" SQUARE BOXES WITH BLANK COVER PLATES (NEC #
410.30 (B)).
7. ALL BALLASTS FOR FLUORESCENT, BIAX AND OCTRON LAMPS SHALL BE OF
THE RAPID START, CLASS "P", THERMALLY PROTECTED, HIGH POWER
FACTOR, ENERGY SAVING TYPE AS MANUFACTURED BY GENERAL
ELECTRIC, UNIVERSAL, ADVANCE OR APPROVED EQUAL. BALLASTS SHALL
BE UL LISTED, CBM CERTIFIED AND CARRY A MINIMUM 2 YEAR WARRANTY.
8. ALL CEILING PENDANT MOUNTED AND WALL BRACKET MOUNTED FIXTURES
SHALL BE PROVIDED WITH DECORATIVE CANOPIES MATCHING THE FIXTURE
AND PENDANT FINISH.
9. ALL RECESSED INCANDESCENT FIXTURES SHALL BE THERMALLY
PROTECTED.
10. RECESSED FIXTURES SHALL MAINTAIN A MINIMUM CLEARANCE OF 1/2" TO
COMBUSTIBLE CONSTRUCTION AND 3" TO THERMAL INSULATION UNLESS
UL LISTED FOR DIRECT CONTACT WITH THESE MATERIALS (NEC 410.116 (A)).
11. CONNECTIONS TO FLUORESCENT TROFFERS SHALL CONSIST OF HIGH
TEMPERATURE WIRING (SEE 'CONDUCTORS' SECTION) IN FLEXIBLE METAL
CONDUIT. CONNECTION SHALL NOT BE LESS THAN 4', NOR GREATER THAN
6' IN LENGTH.
12. ALL BALLASTS FOR RECESSED HID FIXTURES SHALL BE UL LISTED AND
SHALL BE THERMALLY PROTECTED.
13. PROTECT ALL LAMPS, LENSES AND LOUVERS DURING CONSTRUCTION. ALL
LAMPS, FIXTURE HOUSING, LENSES AND LOUVERS SHALL BE CLEANED
UPON COMPLETION OF WORK BY ALL TRADES. REPLACE DEFECTIVE OR
DAMAGED LAMPS, LENSES, LOUVERS AND BALLASTS AS REQUIRED AT THE
TIME OF CLEANING.
14. WHEN SHOWN ABOVE DOOR, EXTERIOR BUILDING MOUNTED LIGHTING AT
EGRESS DOORS SHALL BE MOUNTED WITH THE BOTTOM OF THE FIXTURE
AT 6" ABOVE DOOR CASTING. LIGHTING SHALL BE MOUNTED ON STRIKE
SIDE OF DOOR WITH TOP OF FIXTURE ALIGNED WITH THE TOP OF THE
DOOR.
15. ALL INTERIOR FLUORESCENT FIXTURES IN UNHEATED ROOMS OR
UNHEATED AREAS SHALL BE PROVIDED WITH RAPID START LAMP/BALLAST
COMBINATIONS SUITABLE FOR STARTING AT 0° F.
16. BALLASTS FOR HID FIXTURES SHALL BE POWER FACTOR CORRECTED.
17. LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE ASSEMBLIES.
GROUNDING
1. SERVICE ENTRANCE GROUNDING ELECTRODES SHALL INCLUDE THE
FOLLOWING:
2. GROUNDING ELECTRODE CONDUCTORS SHALL BE SIZED IN ACCORDANCE
WITH NEC TABLE #250.66 AND NEC ARTIBLE #250.102(C).
3. PROVIDE GROUNDING JUMPER AROUND WATER METER. JUMPER TO BE
BARE STRANDED COPPER SIZED TO MATCH GROUNDING ELECTRODE
CONDUCTOR SIZE. GROUNDING CLAMPS FOR WATER PIPING SHALL BE
THOMAS AND BETTS SERIES 3900 "U" BOLT CLAMP. PROVIDE MALLEABLE
IRON CONDUIT HUB WHERE CONDUCTOR IS HOUSED IN CONDUIT FOR
PHYSICAL PROTECTION.
4. ALL GROUNDING CONNECTIONS TO REINFORCEMENT BARS AND GROUND
RODS AND ALL UNDERGROUND GROUNDING CABLE SPLICES SHALL BE
EXOTHERMIC WELDS BY CADWELD OR APPROVED EQUAL.
5. THE FOLLOWING COMPONENTS SHALL BE BONDED WITH A BARE COPPER
CONDUCTOR SIZED IN ACCORDANCE WITH NEC TABLE #250.66:
A. SERVICE RACEWAYS
B. METER ENCLOSURES
C. SERVICE DISCONNECT ENCLOSURE
D. GROUNDING ELECTRODES
SERVICE RACEWAYS SHALL BE BONDED BY USE OF GROUNDING BUSHINGS
AT ALL TERMINATIONS UP TO AND INCLUDING THE SUPPLY SIDE OF
SERVICE DISCONNECT(S).
6. WHERE MULTIPLE SERVICE DISCONNECTING MEANS ARE PROVIDED, THE
GROUNDING ELECTRODE CONDUCTOR SHALL BE EXTENDED TO AND
BONDED TO THE ENCLOSURE OF EACH DISCONNECTING MEANS.
7. THE FOLLOWING ITEMS SHALL BE BONDED TO THE SERVICE EQUIPMENT
GROUND BUS USING CABLES SIZED IN ACCORDANCE WITH NEC TABLE #
250.66:
A. INTERIOR STEEL FRAME
B. STRUCTURAL STEEL FRAME
C. METAL SIDING (WHERE APPLICABLE)
8. GROUNDING OF ELECTRICAL EQUIPMENT AND ENCLOSURES DOWNSTREAM
OF THE SERVICE DISCONNECT SHALL BE BY INSULATED GROUNDING
CONDUCTOR. INCLUDE WITH ALL FEEDERS AND BRANCH CIRCUITS.
9. RECEPTACLE MOUNTING YOKE SHALL NOT BE USED FOR GROUNDING
PURPOSES WITH RECESSED OUTLET BOXES. PROVIDE INSULATED
GROUNDING JUMPER FROM OUTLET BOXES TO RECEPTABLE GROUNDING
TERMINAL.
SAFETY SWITCHES
1. SAFETY SWITCHES SHALL BE GENERAL DUTY, FUSED OR UNFUSED
RATINGS AS SHOWN ON THE DRAWINGS.
2. ALL SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK OPERATION AND
SHALL HAVE PADLOCKING PROVISIONS.
3. ALL SWITCHES SHALL BE FURNISHED IN NEMA ENCLOSURES SUITABLE FOR
USE IN THE LOCATION SHOWN. SWITCHES SHALL BE AS MANUFACTURED
BY SQUARE D, GENERAL ELECTRIC, WASTINGHOUSE OR EQUAL.
GENERAL NEWPORT BEACH NOTES
1. GENERAL OUTDOOR LIGHTING STANDARDS:
A. ALL OUTDOOR LIGHTING FIXTURES SHALL BE DESIGNED, SHIELDED,
AIMED, LOCATED AND MAINTAINED TO SHIELD ADJACENT
PROPERTIES AND TO NOT PRODUCT GLARE ONTO ADJACENT
PROPERTIES OR ROADWAYS. PARKING LOT LIGHT FIXTURES AND
LIGHT FIXTURES ON BUILDINGS SHALL BE FULL CUT-OFF FIXTURES.
B. FLASHING, REVOLVING OR INTERMITTENT EXTERIOR LIGHTING
VISIBLE FROM ANY PROPERTY LINE OR STREET SHALL BE
PROHIBITED, EXCEPT IF APPROVED AS AN ACCESSORY FEATURE
ON A TEMPORARY BASIS IN CONJUNCTION WITH A SPECIAL EVENT
PERMIT.
C. IF IN THE OPINION OF THE DIRECTOR EXISTING ILLUMINATION
CREATES AN UNACCEPTABLE NEGATIVE IMPACT ON SURROUNDING
LAND USES OR SENSITIVE HABITAT AREAS THE DIRECTOR MAY
ORDER THE DIMMING OF LIGHT SOURCES OR OTHER REMEDIATION
UPON FINDING THAT THE SITE IS EXCESSIVELY ILLUMINATED.
2. OUTDOOR LIGHTING STANDARDS FOR BUILDINGS, STATUES, OTHER
MANMADE OBJECTS AND LANDSCAPES. SPOTLIGHTING OR FLOODLIGHTING
USED TO ILLUMINATE BUILDINGS, STATUES, SIGNS OR ANY OTHER OBJECT
MOUNTED ON A POLE, PEDESTAL, OR PLATFORM OR USED TO
ACCENTUATE LANDSCAPING SHALL CONSIST OF FULL CUT-OFF OR
DIRECTIONALLY SHIELDED LIGHTING FIXTURES THAT ARE AIMED AND
CONTROLLED SO THAT THE DIRECTED LIGHT SHALL BE SUBSTANTIALLY
CONFINED TO THE OBJECT INTENDED TO BE ILLUMINATED TO MINIMIZE
GLARE, SKY FLOW AND LIGHT TRESPASS. THE BEAM WIDTH SHALL NOT BE
WIDER THAN THAT NEEDED TO LIGHTING THE FEATURE WITH MINIMUM
SPILLOVER. THE LIGHTING SHALL NOT SHINE DIRECTLY INTO THE WINDOW
OF A RESIDENCE OR DIRECTLY INTO A ROADWAY. LIGHT FIXTURES
ATTACHED TO A BUILDING SHALL BE DIRECTED DOWNWARD.
3. IF IN THE OPINION OF THE DIRECTOR EXISTING ILLUMINATION CREATES AN
UNACCEPTABLE NEGATIVE IMPACT ON SURROUNDING LAND USES OR
SENSITIVE HABITAT AREAS THE DIRECTOR MAY ORDER THE DIMMING OF
LIGHT SOURCES OR OTHER REMEDIATION UPON FINDING THAT THE SITE IS
EXCESSIVELY ILLUMINATED.
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Description
Date Project No.
Consultant
12" = 1'-0"
E011
ELECTRICAL SPECIFICATIONS
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Date Project No.
Consultant
E021
TITLE 24 COMPLIANCE
REPORT
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No. Description Date
UB
CT
STOP
NO
P
A
R
K
I
N
G
P2
P2
P2
P2
HA-4
HA-4
HA-4
HA-4
P1
HA-4
HA-4
1
2
1
1
1
1
"HA"
(E) PNL
APPROXIMATE LOCATION OF
MAIN ELECTRICAL ROOM
LOCATED ON GROUND LEVEL
OF HOTEL
(E) MAIN
SWBD
"MSB"
GENERAL NOTES
1. COORDINATE PROPOSED UNDERGROUND ELECTRICAL
CONDUIT LOCATIONS WITH THE SITE CONTRACTOR AND
THE SITE (CIVIL) DRAWINGS PREPARED BY OTHERS.
2. UNDERGROUND CONDUITS ARE 1" MINIMUM UNLESS NOTED
OTHERWISE. PROVIDE PULL LINE IN ALL EMPTY CONDUIT.
3. PROVIDE MINIMUM #10AWG CONDUCTORS FOR SITE
LIGHTING AND BUILDING LIGHTING CIRCUITS UNLESS NOTED
OTHERWISE.
4. PROVIDE COMPLETE RECORD DRAWINGS WITH
UNDERGROUND CONDUITS SHOWN IN EXACT LOCATIONS
WITH PROPER DIMENSIONS FROM THE BUILDINGS OR
OTHER PERMANENT POINTS.
5. PROVIDE MINIMUM 24”OF COVER FROM TOP OF BURIED
CONDUITS. COORDINATE CONDUIT ELEVATIONS AND
INTERSECTIONS WITH OTHER SITE UTILITIES.
PLAN NOTES
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Date Project No.
Consultant
As indicated
E101
VALET LOT LIGHTING PLAN
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1" = 10'-0"1 ENLARGED VALET LOT LIGHTING PLAN
1 PARKING AREA POLE-MOUNTED LIGHTING TO BE
CONTROLLED VIA EXISTING HOTEL ASTRONOMICAL TIME
SWITCH. SCHEDULE DAYS AND TIME TO BE CONFIRMED WITH
OWNERSHIP.
2 PROVIDE 3/4" C. - 2#10 & 1#10 GND WIRING ON HOME RUN
AND #12 THROUGHOUT REMAINING BRANCH CIRCUIT FOR
VALET LOT LIGHTING.
No. Description Date
1 2 3 4 5 6 7 8 9 10 11 12
150AF
50AT
3P
100AF
50AT
3P
(E)
3000A
3P
MUGPS
(E)(E)
100AF
50AT
3P
(E)
1000AF
900AT
3P
(E)
600AF
600AT
3P
(E)
800AF
700AT
3P
(E)
1000AF
1000AT
3P
(E)
125AF
100AT
3P
(E)
250AF
150AT
3P
(E)
400AF
300AT
3P
(E)
50AF
30AT
3P
(E)
200AF
200AT
3P
(E)
TO EXISTING SCE
PAD-MOUNT
TRANSFORMER
(E)
60A
3P
(E) ELEV #1
(E)
60A
3P
(E) ELEV #2
(E)
60A
3P
(E) ELEV #3
TO EXISTING
XFMR "T1"
TO EXISTING
XFMR "T2"
TO EXISTING
XFMR "T4"
PANEL
"MDP"
(E)
PANEL
"MDPA"
(E)
PANEL
"HA"
(E)
TO EXISTING
XFMR "T1A"
(E) BOOSTER
PUMP
PANEL
"HA1"
(E)
(E) MAIN SWITCHBOARD "MSB" 3000A, 480/277V, 3PH, 4W, 200KAIC
AREA OF WORK
GENERAL NOTES
1. THE EXISTING ELECTRICAL SYSTEM REPRESENTED BY THE
ONE LINE DIAGRAM IS INTENDED TO INDICATE THE GENERAL
ARRANGEMENT OF A PORTION OF THE EXISTING
ELECTRICAL DISTRIBUTION SYSTEM. THIS INFORMATION IS
SHOWN FOR REFERENCE ONLY. FIELD VERIFY EXISTING
BUILDING ELECTRICAL DISTRIBUTION SYSTEM
INFORMATION.
2. COORDINATE ANY/ALL NECESSARY POWER OUTAGES
AFFECTING THE CONSTRUCTION TO THE FACILITY WITH THE
ELECTRICAL UTILITY COMPANY,GENERAL CONTRACTOR
AND OWNER. COORDINATE OUTAGES A MINIMUM OF 2
WEEKS PRIOR TO WHEN THE OUTAGE IS EXPECTED TO
OCCUR.
3. PROVIDE LABELING OF EXISTING PANELBOARDS ALTERED
AS PART OF THE WORK OF THIS CONTRACT, PER THE
REQUIREMENTS OF SPECIFICATIONS.
4. MATCH MAKE, MODEL, TYPE AND MAXIMUM AIC RATING OF
CIRCUIT BREAKERS INSTALLED WITHIN THE EXISTING
DISTRIBUTION AND BRANCH PANELBOADS.
PLAN NOTES
1. EXISTING CIRCUIT BREAKER SERVING NEW LOAD.
LIGHTING POLE BASE DETAIL 02N.T.S.
CHAMFER EDGES
GRADE
NON-TAPERED STEEL POLE (REFER
TO SITE LIGHTING FIXTURE SCHEDULE
FOR SPECIFICATIONS)
POLE MOUNTED
LUMINAIRE
(REFER TO POLE TOP
CONFIGURATIONS FOR
LUMINAIRE QUANTITIES
AND ORIENTATION)
POLE TOP CLOSURE PIECE FINISHED TO MATCH POLE
PVC CONDUIT IN FOUNDATION FOR POWER AND CONTROL
WIRING (REFER TO SITE LIGHTING PLANS FOR WIRE AND
CONDUIT SIZES)
EMBEDDED ANCHOR BOLTS (REFER TO
SITE LIGHTING FIXTURE SCHEDULE FOR
QUANTITY AND SPECS)
20"Φ CONCRETE FOOTING WITH (8) #5 BARS
VERTICAL AND #3 TIES AT 6" ON CENTER
(2500 PSI MIN. CONCRETE).
HANDHOLE WITH GASKETED COVER
POLE BASE PLATE
SPLIT POLE BASE COVER
22
'
-0"
2'-6"
OPTICAL HOUSING (TYPICAL)
INTEGRAL ELECTRICAL COMPARTMENT WITH DRIVER (TYPICAL)
INTEGRAL FIXTURE ARM (TYPICAL)
24
'
-9"
1'-6"
EM
B
E
D
6"
(T
Y
P
)
3" CLR.
4'-6"
20"
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Sheet Number
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Description
Date Project No.
Consultant
12" = 1'-0"
E501
SINGLE LINE DIAGRAM &
PANEL SCHEDULES
18
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12" = 1'-0"1 SINGLE LINE DIAGRAM
Notes:
Total Est. Demand:30 A
Total Conn.:29 A
Total Est. Demand:24675 VA
Lighting (LCL) 1260 VA 125.00% 1575 VA Total Conn. Load:24360 VA
Spare 23100 VA 100.00% 23100 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:33 A 26 A 30 A
Total Load:8940 VA 7260 VA 8160 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 30
27 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 26
23 -- -- -- 1920 VA 0 VA 1 20 A SPARE 24
21 -- -- -- 1920 VA 0 VA 1 20 A SPARE 22
19 (E) MUA-1 20 A 3 1920 VA 0 VA 1 20 A SPARE 20
17 -- -- -- 1920 VA 0 VA 1 20 A SPARE 18
15 -- -- -- 1920 VA 0 VA 1 20 A SPARE 16
13 (E) MUA-2 20 A 3 1920 VA 996 VA 1 20 A (E) MAIN ELECTRIC ROOM LIGHTS 14
11 SPARE 20 A 1 0 VA 2160 VA 1 20 A (E) PARKING LOT LIGHTS 12
9 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 10
7 (E) PARKING LOT LIGHTS 20 A 1 2160 VA 0 VA 1 20 A SPARE 8
5 (E) PARKING LOT LIGHTS 20 A 1 2160 VA 0 VA 1 20 A SPARE 6
3 (E) PARKING LOT LIGHTS 20 A 1 2160 VA 1260 VA 1 20 A VALET LOT LIGHTS 4
1 SPARE 20 A 1 0 VA 1944 VA 1 20 A (E) PARKING LOT LIGHTS 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure:Type 1
Mounting:Surface Wires:4 MCB Rating:MLO
Fed From: Phases:3 Bus Raing:250A
Location: Volts:480/277 Wye A.I.C. Rating:EXISTING
Panel: HA
1
No. Description Date