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SPECIFI SON NO.
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F.%0 L A N I N(3-) P L A N
SHEET NO.
SCALE. 1” — 169
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TOTAL NUMBER OF SHTS'.. 12-j
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SYMBOLIRRIGATION LEGEND
MANUF. MODEL NO. DESCRIPTIO NOZZLEG.P.M. ,I. / DETAIL
P4 n
ROTORS & SPRAYS
a
RAINBIRD 1806 SERIES POP-UP SPRAY HEAD -8H 8' .52 30 SEE DETAIL E, SHEET L1.5 q g
RAINBIRD 1806 SERIES POP-UFS SPRAY HEAD 12H 12' 1.3 30 SEE DETAIL E,SHEET L1.5 42 2
RA@NBiRD1806 SERIES POP-UP STREAM BUBBLER 5F-B 5' 1.5 30 SEE.DETAIL E, SHEET L1.5
RAINBIRD 1806 SERIES POP-UP STREAM BUBBLER 5H-B 5' 1.0 30 SEE DETAIL E,SHEET L1.5 �„ o
� x
' RAINBIRD 1806 SERIES POP-UP STREAM BUBBLER 5Q-8 5' .5 30 SEE DETAIL E, SHEET 1-1.5 '
RAINBIRD 1806 SERIES POP-UP STREAM BUBBLER 5CST-B 5 .5 30 SEE DETAIL E,SHEET L1.5 u
BUBBLERS
RAINBIRD RWS SERIES ROOT WATERING SYSTEM 1404 N/A 1.0 30 SEE DETAIL F, SHEET L1.5
RAINBIRD FIXED RISER BUBBLER 1402 N/A .50 30 SEE DETAIL H, SHEET L1.5
VALVESa
SUPERIOR 950 BRASS REMOTE CONTROL VALVE SIZE PER.PLAN, SEE DETAIL B,SHEET L1.5
WILKINS 600-2"HLR PRESSURE REGULATING VALVE INSTALL PER MANUFACTURER
RAINBIRD 44 DLC 1"QUICK COUPLING VALVE SIZE PER PLAN, SEE DETAIL 1,SHEET L1.5
- f
KBI BTU SERIES TRUE UNION BALL VALVE LINE SIZED. SEE DETAIL C,SHEET L1.5
DEVICEBACKFLOW
------------
FEBCO 825Y 11/4°REDUCED PRESSURE BACKFLOW PREVENTOR SEE DETAIL A,SHEET L1.5
MAIN LINE/ LATERALS & SLEEVES
_
< ANY ANY 2"SCM.40 PVC;MAIN LINE SEE DETAIL G,SHEET 1_1.5
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ANY ANY SCH 40 PVC LATERAL LINE SIZE PER PLAN, SEE DETAIL G,SHEET L1.5
---- ---- -_---_ ANY ANY SCH 40 PVC SLEEVE O TIMES THE PIPE DIAMETER
--- - _..
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CONTROLLERS
INI
IRRITROL MC-18 PLUS-B IRRIGATION CONTROLLER c'
A SEE DETAIL D, SHEET L1.5 �t
IRRITROL P-6B CONTROLLER PEDESTAL -� v
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VALVE KEY
CONTROLLER TTION NUMBER �
GALLONS PER MINUTE
VALVE i
IRRIGATION NOTES
1. SEE SPECIAL&STANDARD SPECIFICATIONS FOR INSTRUCTIONS,APPLICATION, 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS
PROCEDURES AND OTHER INFORMATION ON THE INSTALLATION OF THE IRRIGATION PRIOR.TO BEGINNING WORK, SHOULD CONFLICTING INFORMATION BE FOUND ON
SYSTEM. THE PLANS,THE CONTRACTOR.SHALL NOTIFY THE PROJECT LANDSCAPE
ARCHITECT BEFORE PROCEEDING WITH THE WORD IN QUESTION.
2. IRRIGATION PLAN IS DIAGRAMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED
AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE 13. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE
SAME TRENCH WHEN POSSIBLE. ALL Q.C.VALVES ARE.TO BE LOCATED 12"FROM DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRADE
SIDEWALKS, CURBS,ASPHALT&CONCRETE SURFACES. DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT
HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR
3, ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING,TO COMPLETE THE DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE
CONTRACTOR SHALL_ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR NECESSARY AT NO EXPENSE TO THE OWNER.
SPECIFICATIONS, 14. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE
i
(1)20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE
5. TRENCH BACKFILL MATERIAL SHALL BE FREE OF ROCKS,GLASS,AND OTHER SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION.
EXTRANEOUS MATERIALS. BACKFILL WILL BE COMPACTED TO 90%MAXIMUM DRY
DENSITY.
15. CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS.
6. IRRIGATION DESIGN IS BASED ON A MINIMUM PSI STATIC WATER.PRESSURE BEFORE
BACKFLOW DEVICE. IF WATER PRESSURE IS LESS, CONTRACTOR IS TO CALL THE 16. SPLICING OF 24 VOLT WIRES WILL NOT BE-PERMITTED EXCEPT IN VALVE BOXES.
f LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE WORK. ��
LEAVE A 24 IL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W1
WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.
7. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF,600 VOLT TEST, DIRECT BURIAL.
8, CONTROLLER POWER WIRE SHALL BE 120 VOLT WIRE:AND PLACED IN 3/4"CONDUIT. 17, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL
POWER TO BE FROM ELECTRICAL PANEL. 120 VOLT SERVICE AND HOOK-UP TO THE APPEARING ON PLAN.
CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS 18. ALL EXISTING UTILITIES,WATER LINES AND FIRE HYDRANTS SHALL REMAIN
<" COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID, CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL
F
9. CONNECT ALL DIRECT BURIAL WIRES USING 3M'S"DBY-DIRECT BURIAL SPLICE KIT" CONTRACT WORK EXCEPT AS SHOWN ON THIS SHEET.
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10. CONTRACTOR SHALL PULL THREE(3)EXTRA WIRES AT EACH BANK OF REMOTE
CONTROL VALVES OR MANIFOLD .
11. CONTRACTOR SHALL PROVIDE#10 COMMON WIRE TO ALL REMOTE CONTROL
VALVES.
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2. ALL PIPE THREADS ON SWING JOINT SHALL BE COATED 'NTH RECTORSEAL3® LCE T RIGHT ANGLES T STRUCTURES OR HA DCAPING.
OIL SEPARATOR FABRIC, P 0 PCOMPOUND APPROVED
EQUAL FE ASSEMBLY., TUSE IE LCE AGGREGATEPRIOR T i STA T1 OF VALVEX. 13 VALVEI TA
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MODERATELY SNUG,
5. A AT CHRIS VALVEIDENTIFICATION TAG APPROPRIATE
RAINBID SNAP -TITE WIRE CONNECTOR TO POT NTH SILCONE ADHESIVE DO NOT OVERTIGHTEN THREADS. CONTROLLER AND VALVE NUMBER TO CONTROL WIRE.O APPROVED EQUALCOMPACTED A IL
PL MIX, EE ECCA S
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SCALE: NTS SCALE: NTSE SCALE: NTSB SCALE: nts
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STAINLESS SCRE .EXI TI PA 4 C ENCLOSURE _
12- IC x 12" DE C PA
5 (LENGTH VARIES P MANUFACTURER)2 SACK SRRY BACKFILL 5 CONTROL COMMON SLOPE TO DRAIN ATMINIMUM
2
CONNECTIONS, E ." 7 ASS U IO .AIN NE 0.4.: .
MAINLINE COMBINED MAINLINE AND CONTROL WIRES, TERMINATING STRIP, I ° "" '" '_ (2 PLACES CON OL E • "
WITH RAL LE I S R. 4 P.V.C. S RU CONCRETE, TYPICAL .
. 12
EXISTING PAVING BRASS NIPPLE - TYPICAL ( PLACES" - IC CO C. E3 X'S I F 1aI IA. SLEE TRACER TAPE o PER . 1O BRASS E - ICL (2 PLACES
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DATE:
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C / E INSTALLED ATA-MINIMUMOF 24 ANY STRUCTURES +N
. 1. EQUIPMENT T
; E N BARE COPPER
NOTE: ALL WRING TO E INSTAL OR H DSCAPING
AS PER LOCAL CODE
CONNECTED Y ECEI OA RE PRIMER AN
.1. PIPE DI BACKFILL SHALL CC COLOR AS Y LANDSCAPE ARCHITECT. CHECKED BY:
JETTED T ACHIEVE P IFI . E UNIT IS EXT T STRUCTURE (I . A BUILDING, ETC OUT ST COCKS
TK
2. IPE CONTROL EC I I UL ( ) ° S E ELL FOR O E NON-STRUCTURE STE.RAL UNE
10 . - ROADWAY SMALL E SLEEVEDINDICATED IRRIGATION CON RES FILE NO. LOCATION.3. ELECTRICAL LEE 3" I LARGER IFREQUIRED
Y INSPECTOR. Irrigation eai
ls
90" PVC SWEEP UO
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4® -IRRIGATION SLEEVE: - I SIZESLARGER A
SPECIFICATION NO,.9 A PIPE SIZE. XXXXX
AINU E C RE
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SCALE: NTS SCALE: NTS SCALE: NTS NUMBER GFS : 13
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PLAN""FOING NOTES PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS P-4
1 Plant list is for convenience of contractor only. In case of discrepancies between the plans and the list,
plans shall prevail.
2. Plant locations shown on the plans are diagramatic. Contractor shall locate all plant material under the direction TREES
of the City Engineer or authorized representative prior to planting hole excavation.
3. The City Engineer or authorized representative reserves the right to make substitutions,additions,and deletions Lagerstroemia indica Crepe Myrtle 24"Box 8 Install single trunk specimens only
to the planting layout as work progresses.
0
4. All groundcover shall be triangularly spaced unless otherwise noted.
5. Contractor shall install a 3"layer of'Stringy Cedar Bark'mulch in all planting areas.
6. All trees within 5'of hardscape element shall receive Root Control Barrier, installed per mananufacter's
instructions, per specifications. Platanus x hybrida London Plane Tree 24"Box 10 X
7. All 24"Box trees shall receive'Tree Staple'Below Grade Stabilizing System per details A&B,Sheet L2.5. ti
TREE PROTEC"1*0010N NOTES Existing Tree
f ALL CONTRACTORS,SUBCONTRACTORS,AND THEIR PERSONNEL
MUST BE INFORMED AND EDUCATED TO THE POLICIES, PENALTIES,
AND/OR FINES CONCERNING THE REMOVAL OR DESTRUCTION OF
EXISTING TREES,WHETHER INTENTIONAL OR ACCIDENTAL. ALL
PERSONNEL ARE TO REVIEW ALL TREE PROTECTION NOTES AND
PLANSPRIOR TO WORKING AT THE CONSTRUCTION SITE.
INTENTIONAL OR ACCIDENTAL DESTRUCTION OF TREES WHICH ARE
tog
DESIGNATED TO REMAIN MAY RESULT IN A FINE UP TO$5,000 PER C'.
SHRUBS 0 le, 0 *
ALL TREES ARE DESIGNATED TO REMAIN, UNLESS OTHERWISE
SPECIFIED.ANY TREE WITH CONSTRUCTION WORK, STOCKPILING,
STORAGE, OR ANY OTHER FORM OF WORK OCCURING WITHIN 5'OF
ITS ROOT ZONE IS TO BE PROTECTED WITH TREE PROTECTION Arctostaphylos'Emerald Carpet' Manzanita 1 Gal. 45 X
FENCING. FENCING TO REMAIN UP THROUGHOUT CONSTRUCTION AS
APPROVED BY'ENGINEER. 'FENCE INSTALLATION SHALL BE OBSERVED
BY THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
ON-SITE MONITORING WILL BE CONDUCTED BY THE LANDSCAPE
ARCHITECT AS NEEDED. SPOT CHECKS WILL ALSO BE CONDUCTED. Artemisia'Powis Castle' Powis Castle Wormwood 1 Gal. 13 X
ALL ELEMENTS DEMOLISHED OR DISMANTLED BY THE CONTRACTOR
SHALL BE REMOVED FROMTHE SITE AND DISPOSED'OF IN A LEGAL
MANNER. DEBRIS SHALL NOT BE STORED SO AS TO CREATE A
PUBLIC NUISANCE OR HAZARD. Buxus microphylla japonica'Green Beauty' Japanese Boxwood 1 Gal. 29 Train to 24"tall &wide hedge
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED
BY.LOCAL CODES PRIOR TO BEGINNING CONSTRUCTION OF ANY WORK.
CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UNDERGROUND SERVICE
ALERT 3 DAYS PRIOR TO BEGINNING WORK. (800)642-2444 L_L_
Phormium tenax'Chocolate' New Zealand Flax 5 Gal. 10 X
Rosmarinus officinalis'Blue Spires' Rosemary 5 Gal. 3 X <
bj
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ORNAMENTAL GRASSES
Festuca glauca Blue Fescue 4"Pot 351 X >_
GROUND COVER
12/30/2002
DRAWN BY:
LM
Fragaria chiloensis Beach Strawberry Flats 242 Triangular space plants 12"O.C.
CHECKED BY:
TK
FILE 'NO. LOCAMON:
Heuchera sanguinea Coral Bells 4"Pot 167 X Planting Plan.dwg
SPECIFICATION NO.
XXXXX
rSHEET NO.
EU
TOTAL NUMBER OF SH7S: 13
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•• / 3765 South Higuera Street,Suite 102®Salt Luis Obispo,California 93401•845.543.1794.805.543.4609 fax
Vic',•hontgomery,Architect CAI 1090•Jerry,fichae3,RCI;36&95,IS 6376•Jeff Ferber,Landscape Architect 2W
PLANTING PLAN
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SCALE: 1/4" V-01"
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DATE:
12/30/2002
DRAWN BY:
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CHECK-ED BY:
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FILE 'NO. LOCA`nON:
Plonting Plan.dwg
SPEClnCATIlON NO.
ENLARGEMEN"I'm AREA 2 xxxxx
SCALE 1/4 1 1-001 SHEET NO.
TOTAL NUMBER OF SHTS: 13
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PLANTING PLAN
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SHRUB ROOTBALL CROWN
SHALL BE 1/2- ABOVE AN,
F1NISH GRADE
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1 20 CONSTRUCT 3" HIGH WATER
40�
RETENTION BASIN FG FG
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1 3 PLANTING FERTILIZER TABLETS
,od
PER SPECIFICATIONS ........
EQUAL
1 40 BACKFILL MIX PER
SPECIFICATIONS, TAMP
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1 5 UNAMENDED, UNCOMPACTED CID ----------
NATIVE SOIL /2 SPACING FROM EDGE OF WALK#
TB BACK OF CURB, OR BUILDIN I G FACE
2 X DIAMETER GROUND COVER SHALL BE
-OF_,,RQ_0TBALL__ TRIANGULAR SPACED PER O.C.
SPACING ON PLANTING
LEGEND AND/Ok PLANTING PLAN
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-Not Used Not Used Shrub Planting Groundcover-Spacing
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SCALE: V=V-0"
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TRUNK
TS24-8-8
('�_RECESS TREE STAPLE DEVICE 1'm TO 2" INTO ROOT
V to?"Caliper 8%1
BALL TO FINISH BELOW GRADE 2 Units per Tree
3 4" SOIL BERM AROUND PLANTING PIT
4 KEEP WOOD MULCHING 1" TO 2" AWAY FROM TRUNK 362.
TS36-10-10
5 MULCH, PER SPECIFICATIONS 1 _T
2"to 4"Caliper loff
2 Units per Tree
6 INSTALL LONG PRONG UP AGAINST SIDE OF ROOT BALL 8 9 1 7 4 3
INSTALL SHORT PRONG HALFWAY BETWEEN TRUNK AND m i ot,
0 EDGE OF ROOT BALL 2
6 0 42"
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10 FER11UZER 'TABLET, PER SPECIFICATIONS C-4
12"
11 AMENDED SOIL, PER SPECIFICATIONS Z: 48"
TS48-1242
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6"to 8"Caliper
FI 11 11, 12"
2-3 Units per Tree
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SCALE: 1/2"=V-0"
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3 4" SOIL BERM AROUND PLANTING PIT TS36-10-10 _T
2"to 4"Cafiper 10" <-_
4 KEEP WOOD MULCHING 1" TO 2" AWAY FROM TRUNK ( 8 ) 9 7 12 11 4 3 2 Units per Tree <
3,
5 MULCH, PER SPECIFICATIONS Of 0
6 42" IiA
6 INSTALL LONG PRONG UP AGAINST SIDE OF ROOT BALL
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INSTALL SHORT PRONG HALFWAY BETWEEN TRUNK AND F1 I - I
4"to 6"Caliper
-EDGE OF ROOT BALL 1211
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2-3 Units per Tree
13
8 DIG HOLE TWICE THE DIAMETER OF ROOT BALL 10 DATE:
12"
9 ROOT BALL -11 El I 1, 12/30/2002
0 4811
man=
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TS48 DRAWN BY.
10 FERTILIZER TABLET, PER SPECIFICATIONS
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6"to 8"Caliper
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TREE GRATE — INSTALL PER 2-3 Units per Tree
MANUFACTURER'S INSTRUCTIONS 9 CHECKED BY:
12 CONCRETE CURB 12" TK
13 AMENDED SOIL, PER SPECIFICATIONS ' 'FILE 'NO LOCATION:
ELM ELEYAILQN SZE AND QUANJITY ffLUIIQN Qm Planting Detaills.dwg
2e UNIVERSAL BARRIER BY DEEP RROT, OR EQUAL SPECIFICA'nON NO.
'UHNot Used Not Used xxxxx
E A Tree Grate Tree Staple Installation SCALE: 117=11'4' SHEEr NO.
TOTAL NUMBER OF SHTS: 13
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LEGEND. ca
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1. STREET LIGHT (PENDING NEGOTIATION
WITH PG&E)
2. WOOD BENCH (DU MOR, 57-80 1)
3. TRASH RECYCLE RECEPTACLES,
ONE OF EACH (DURA ART STONE
'CAPSTAN' TR—HS)
2
4. BIKE RACK (ORIGINAL CYCLOOPS,
2170-3—E—C, BLACK FINISH)
5. PLANTER URN (DURA ART STONE
'JUDICIAL URN' MODEL 203)
FUTURE LOCATION OF NEWSRACKS
PRO\VIDED BY OTHERS ------
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DATE:
12/30/2002
DRAWN BY.
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CHECKED BY.
EL CAMINo REAL TK
FILE NO. / LOCAMON:
m ffies Layout.dwg
em 1
SPECIRCAMN NO.
xxxxx
W-%� A SHEET NO.
AMENITIEo FLAN n cs, h
SCALE- lit 101
TOT& NUMBER OF SHTS: 13
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1. STREET LIGHT (PENDING NEGOTIATION
NTH PG&E)
2. WOOD BENCH (DU MOR, 57-80 1)
3. TRASH / RECYCLE RECEPTACLES,
ONE OF EACH (DURA ART STONE
'CAPS-TAN' TR-HS)
4. BIKE RACK (ORIGINAL CYCLOOPS,
BLACK FINISH)
5. PLANTER URN (DURA ART STONE
"JUDICIAL URN" MODEL 203)
6. FUTURE LOCA"flON OF NEWSRACKS
PROVIDED BY OTHERS
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DATE:
12/30/2002
DRAWN BY:
LM
CHECKED BY.-
TK
FILE NO. LOCAMON:
Amenities Layout.dw
SPECIFICAnON NO.
xxxxx
SHEEr NO.
A M E NJ 1 1 E Z03" P LA N
SCALE: 1 10'
TOTAL NUMBER OF SHTS: 13
................... ......... ....... ........ ...........
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GENERAL NOTES 1-1 LLJI
LIGHTING FIXTURE SCHEDULE LEGEND NOTE: INTERPRET IN CONTEXT rr_
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TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE MAX- LAMPING MOUNTING DESCRIPTION LIGHT FIXTURES CONDUIT/WIRE ABBREVIATIONS UJ
VA. 1 . CODE COMPLIANCE: All work shall conform to and be performed in accordance
1 0 CEILING SURFACEMOUNT NEW A AMPERE with codes, standards, and ordinances as set forth by the authorities having
ANTIQUE A21 -1 OOS-GR3 120 128 10OW HPS POLE ACORN LPMINIAIRE WITH �O WALL SURFACEMOUNT --- UNDERGROUND AF AMP FUSE RATING jurisdiction and their latest adopted editions (in effect at time of building permit
A- STREET LAMPS TYPE III G,LASS REFRACTOR PENDANT MOUNT NEW POWER HOMERUN AFF ABOVE FINISH FLOOR application) of the following publications:
A PROVIDE WITH A 12' RECESSED DOWNLIGHT (3 HOTS & NEUT SHOWN) AFG ABOVE FINISH GRADE (a) California Code of Regulations Title 24; includes National Electrical Code, Uniform (3 20100
WASHINGTON POLE AND BASE woo Z "t;*)50)'m
E 00 N E
FIC RECESSED WALLWASH ISOLATED GROUND AIC AMPERES INTERRUPT CAPACITY Fire Code, Uniform Building Code, etc. with California and other local amendments as W 10 'D
applicable. I C;
RECESSED FLUOR. —E— EXISTING TO REMAIN AS AMP SWITCH RATING 14M 0 # 0
(b) Americans with Disabilities Act (ADA) to ein t�-
Ln
REFER TO BID DOCUMENTS FOR PRUCHASING AND INSTALLATION INSTRUCTIONS, SURFACE FLUOR. (E) POWER HOMERUN BFG BELOW FINISH GRADE
E
FLUOR. STRIP UON * CONDUIT STUB (W/MARKER) CB CIRCUIT BREAKER ;t_J -0 0
2. SAFETY: The Electrical Contractor is responsible to maintain all equipment in a UJ 000
0 1 1 .Iwo
TRACK LIGHT VERTICAL CONDUIT RUN CEC CA. ELECTRICAL CODE safe and responsible manner. Keep dead front equipment in place while equipment is
<
0< DIRECTIONAL FLOOD 04 CONDUIT SEAL CKT CIRCUIT energized. Conduct all construction operations in a safe manner for employees as 3
0
well as other workpersons or anyone visiting the job site. 1 CX1.1-
"E? EMERGENCY FIXTURE -9- FLEXIBLE CONNECTION C CONDUIT Provide barriers, flags, 3: M
11-- a:
*0 POLE LIGHT -Lv- LOW VOLTAGE (E) EXISTING tape, etc. as required for safety. The Contractor shall hold all parties harmless of
POLE LIGHT- DECORATIVE SURFACEMOUNT RACEWAY EC ELECTRICAL CONTRACTOR negligent safety practices which may cause injury to others on or near the job site. 0
POLE LIGHT EF-# EXHAUST FAN 3. EXISTING CONDITIONS: Information shown for existing conditions was primarily
n—_�n TANDEM-WIRED LAMPS (EXN) (E) IN (N) LOCATION gained from "as built" drawings and/or limited field investigation. Before bid, visit site
@ BOLLARD (EXR) (E) TO BE (R) to verify existing conditions and make allowance for variations from that shown.
�0 EXIT LIGHT- WALL SWITCHES (F) FUTURE
4. EXISTING CONDUCTORS: Intercept, extend, reroute, repull conductors, splice
EXIT LIGHT- CEILING $ SPST FA FIRE ALARM i
(ARROW INDICATES DIRECTION) $, DPST FACP FIRE ALARM CONTROL PANEL and otherwise modify existing conductors of all systems as required to maintain
A LETTER ADJACENT INDICATES $3 3-WAY G GROUNDING CONDUCTOR and/or establish proper function and satisfy design inte I nt. Remove abandoned
FIXTURE TYPE $4 4-WAY GC GENERAL CONTRACTOR conductors.
DIMMER GFI GROUND FAULT CKT INTERRUPTER 5. EQUIPMENT GROUNDING CONDUCTORS shall be installed in ALL power system
POWER/COMM. TIMER SWITCH GND GROUND raceways.
$T W/THERMAL OVERLOAD GIRS GALVANIZED RIGID STEEL 6. ALL STREET LIGHTS AND SAFETY LIGHTS fed from a pedestal equipped with a
0 SINGLE RECEPT. $p W/PILOT LIGHT GWS GANGED WITH SWITCH $
0 DUPLEX RECEPT. $K KEY OPERATED IG ISOLATED GROUND contactor shall be switched by that contactor and their pec s replaced with shorting cc
0 DUPLEX— HALF SWITCHED $$ DUAL LEVEL SWITCHING LTG LIGHTING caps.
DOUBLE DUPLEX (a) SWITCHLEG DESIGNATION MC MECHANICAL CONTRACTOR 7. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS installed by the Electrical
SPECIAL CONFIGURATION FO_S1 OCCUPANCY SENSOR MCB MAIN CIRCUIT BREAKER Contractor shall be the responsibility of the Contractor. All conduits shall have
DUPLEX— FLOOR OUTLET MILO MAIN LUGS ONLY I
JUNCTION BOX MSB MAIN SWITCHBOARD minimum cover requirements as specified in CEC 300-5. More stringent depth
requirements may be imposed by utility company and / or this specification. Joint
V TELEPHONE OUTLET MTTB MAIN TELEPHONE TERMINAL BOARD trenching may be utilized where practicable and were permitted by this specification.
'7 DATA OUTLET (N) NEW Sand shall be used as backfill material and shall be compacted in accordance with
SAFETY DISCONNECT NIC NOT IN CONTRACT and coordinated with the grading and site preparation requirements. Conduits shall
TELEVISION OUTLET NL NIGHT LIGHT rest in a minimum of 4" bed of sand prior to backfill and compaction. Locations
P POLE of existing underground (UG) utility systems shall be determined by calling
(R) RELOCATE(D) Underground Service Alert (USA). When planning underground work, and before you
TBIR TO BE REMOVED dig, state low requires you to Contact Underground Service Alert (USA) at least 48
MISCELLANEOUS TYP TYPICAL hours prior to excavation (weekends excluded) for the location of underground gas
MOTOR UC UNDERCABINET and electric lines or equipment. In Northern and Southern California, 'call
1 -800-227-2600. USA will arrange for participating companies to mark the
THERMOSTAT UG UNDERGROUND location of their underground facilities at your job site at no charge. The applicant X
CIRCUIT BREAKER ILION UNLESS OTHERWISE NOTED will be required to mark the area to be excavated with white paint. USA should
FUSIBLE SWITCH V VOLT also inform the applicant if a utility is not a participating member or does not
PHASE VA VOLT AMPERES mark its facilities. All utility underground work shall be performed as directed by the
GROUND W WATT, WIRE serving utility companies.
WP WEATHERPROOF (NEMA 3R) 8. CONTACT PG&E for service handout package and installation instructions.
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CKT 1 CKT 3 CKT 5 CKT 2 EIREFERENCE NOTE
I M 20A 20A 20A 20A
11P 11P 11P 1P 1. PROVIDE A 30 AMP 4-POLE DEFINITED PURPOSE CONTACTOR
CONTROLLED BY A TIME SWITCH PROVIDE WITH LUGS LARGE
1 OOA ENOUGH FOR #6 CONDUCTORS.
2P Fil D] 2. PROVIDE A 120V SINGLE POLE TIMECLOCK MOUNTED INSIDE
METER PEDESTAL. TIMECLOCK SHALL BE ELECTRONIC WITH
BATTERY BACKUP.
c6
*8 GND
T W
TO PG&E
TRANSFORMER VAULT SERVICE EQUIPMENT CO-
A-k ENCLOSURE GROUND
J -CO <
W
ISOLATED GROUND W
CONDUCTOR IN FEEDER #8 COPPER GROUND cc
WHERE SPECIFIED PER NEC Z
TABLE 250-66 0
Z
SINGLE LINE DIAGRAM NOTES -
1. Service entrance equipment shall be in accordance with the serving
electric utility company's requirements.
(COLD WATER BOND�)
o
*$UFER*$
2. The serving electric utility company$s calculated maximum CONCRETE-ENCASED "METAL WATER PIPE"
available short circuit current is 42,000 amperes RMS 5/8" ELECTRODE 3/4" MINIMUM
11 PER NEC 250-50(c) PER NEC 250-50(a) UJ
symmetrical. Service entrance and downstream equipment shall
have a U.L approved -series rating equal to or greater than this
available fault current. Label equipment accordingly when series ��SUPPLEMENTAL ELECTRODE DATE: 2/14/03
fully-rated for available fault current. PER NEC 250-50(b) PER NEC 250-50(2) DRAWN BY:
ratings apply. If no series rating is available, equipment shall be "METAL BUILDI`NGFRAME' WHERE AVAILABLE
3. All conductolrs shall be copper with type THW or THWN insulation TN
unless otherwise noted. CHECKED BY:
"GROUND ROD" RH
5��__�"METAL U`NDERGROUND WATER�PIPE I
S 5 $' ELECTRODE FILE NO. / LOCATION:
3/4$ MINIMUM /8
PER' NEC 250-81(a) PER NEC 250-52(c)
SPECIFICATION NO.
SINGLE LINE DIAGRAM GROUOND / BOND DETAIL SHEET NO.
9NTS!
E 1
,TOT& NUMBER OF SHEETS: _J
1c,
ca)
c)
(IJW C)00
\J_
\,E-4) 2"C. STUB
FUTURE ce_
(N) METER PEDESTAL PARKING
x
WITH CONTROLS
5 U-1
6
4 00.0.01 (E)PG&E
VAULT
00
00
0
--------------- -------------- (1)4-C.
OE-,tn im, E
co 0
6 7 C4
El" u 1 4;
E- 0 W)
.9 ine-E
(TYPI�A LIGHTING _j .0 0 in
PULLBOX X uJ 0
S.0:E
WITH (2) o
60A FUSES
7 '3 cx a
0 x U!
0 cc
VPICAL co
TH OUGHOUT
6
---------- 0
TYPICAL ----—---- c�
OUGHOUT
5
8 ------
�,E-4,)
4
TYPICAL)
5
1 loT
i Hf:f�
8 13
El ,
H15 E A
DREFERENCE NOTES
1 . EXISTING. TRAFFIC SIGNAL TO REMAIN.
5 B 2. EXISTING TRAFFIC SIGNAL PULLBOXES TO BE
RAISED TO NEW FINISH GRADE.
-M-
3. REMOVE EXISTING TRAFFIC SIGNAL AND CONCRETE
BASE. PROVIDE NEW CONCRETE BASE AND
RE-INSTALL TRAFFIC SIGNAL TO NEW FINISH GRADE.
INSTALLATION SHALL CONFORM TO CAL-TRANS
STANDARDS.
4. PROVIDE NEW 11X17 PULLBOX IN FLATWORK.
8
COORDINATE LOCATION WITH FLATWORK CONTRACTOR
IT I
SO BOX IS NOT IN SCORE LINES.
5. STUB 2" CONDUIT FROM PULLBOX TO EDGE OF
FLATWORK FOR FUTURE USE.
T T
LLJ
6. (5)#6, (1)#6 GND, 2"C. SECOND NEUTRAL SHALL
BE IDENTIFIED THROUGH AND USED ONLY FOR LL
CIRCUIT #5, PEDESTRIAN LIGHTING.
0
A 7. (3)#6, (1)#8 GND. 2"C. PHASE A,B. Li
8. PROVIDE 2" CONDUIT WITH PULL—LINE ONLY.
5 L
Li
U)
J 9. EXISTING BURIED UTILITIES. z
_4-------
<
3
rAl
jt-
__E] 5
LL
5
LL
uJ
P
81 8 8
2 OL
8
---------- - ------ --------
4 w
/- ---------------------------- ----------------------
E_
Ole
————————————————— ——————————————————————————————————
L±j
I 1771 F-"PTF7"TT I I 11 i IMIMI TFTT1 Will
-1-1 j
L j i
71
.....................
8 (E) TRAFFIC A B A
SIGNAL CONDUITS
F-71 Z
L�fj
DATE:
2/14/03
DRAWN BY:
TN
CHECKEID BY:
RH
FILE NO. LOCATION:
SPECInCATION NO.
ELECTRICAL SITE PLAN
SHEET NO.
SCALE: 1 =20)-02)
NORTH
TOTAL NUMBER OF SHEETS:
Lo
C)C-4
C)00
co C)
DREFERENCE NOTES
uj
or_
1. PROVIDE A 1" CONDUIT STUB FROM PULLBOX TO UJ
STREET FOR FUTURE PEDESTRIAN WALK WAY
LIGHTING.
2. PROVIDE A 1" CONDUIT TO A LOCATION TO BE
SPECIFIED BY OWNER FOR PEDESTRIAN PUSH
c3 ow
BUTTON. z Q.,*In cn
E 0
0,&.4 E
I
3. PROVIDE A 2" CONDUIT STUBBED BEYOND
tt)I
FLATWORK FROM PULLBOX FOR FUTURE USE. to 0 in 0
0
;t_j
4. PROVIDE A PULLBOX FLUSH WITH FINISH GRADE. uJ r.,0 S'000
c x a
5. REMOVE EXISTING COBRA HEAD TYPE POLE AND x 0
450 0 c=
ALL ASSOCIATED CONCRETE. POLE TO BE RELOCATED 00.
V)
SOUTH OF ENTRADA AVE. COORDINATED REMOVAL
WITH PG&E. 0.
6. (5)#6, (1)#6 GND 2"C. SECOND NEUTRAL SHALL
BE IDENTIFIED THROUGH AND USED ONLY FOR
CIRCUIT #5 PEDESTRIAN LIGHTING.
7. (8)#6, (1)#8 GND. 2"C. PHASE A,B.
8. PROVIDE CIRCUITS 1 ,3,5 TO THIS POINT, CAP
ENDS AND MAKE SAFE.
9. NEW LOCATION OF COBRA HEAD TYPE POLE.
PROVIDE NEW BASE PER CAL—TRANS STANDARDS cn
FOR POLE TYPE. CONNECT TO NEW LIGHTING
CIRCUIT PHASE B.
10. PROVIDE 2" CONDUIT WITH PULL LINE ONLY.
0 5
(TYPICAL)
7 10 10
7
_7z
T7 - -------- ---------- ---------
El
Eg-
TTTTTFFTTTMTn.TFffTi I i I I I I i I I I I i I i I I I I i 11111111111111111 JiLLJiUj_Ujj_EFJ 777F
0
---------------------- --------------- -------
El—
r6
�,E—4) V-4
(TYPICAL) (TYPICAL)
Ll I i
LU
Lli
cn
00
01*
3]
FUTURE 2"C. STUB
_L T- r=
I L wo
i-12 w
CL
DATE:
2/14/03
DRAWN BY:
TN
CHECKED BY:
RH
FILE NO. / LOCATION:
SPECIFICATION NO.
ELr= CTRICAL SITE PLAN
SHEEr NO.
SCALE: 1 =20'—O"
NORTH
TOTAL NUMBER OF SHEErS:
..........
ul rn
C)F4
c)
C)00
C
(2)#10 TO (2)#10 TO
FIXTURE FIXTURE
ow
Z 0.
E 00 C14 E
1-1/2" W 14)00 0
4 4 4 K) 0
N tin I
---------- (o ,*?n
In 60 1*
4 DECORATIVE POLE ") ul)
4, 0.0-%
BASE w ILI tn---E
a1 .0 0 ul 0
w oscoo
POLYCARBONATE UTLRAVIOLET (* ..%_1100
RESISTNANT SURFACE PLASTIC
READING COVER 5mm THICK.
\-5/8"x18"x3" HOT DIPPED HANDHOLE 3 c x a
WINDOW i"A x 0
GALVANIZED L-TYPE PAVER SIDEWALK 00 0 cc
F_ (4 PER POST)
TYPICAL BUSSMAN n In O_
POLE POLE TRON FUSE (3)#3 REBAR TIES
GROUND GROUND HOLDER AND FUSE METER SOCKET WITHIN TOP 5"
OF CONCRETE
L -----------
SEE NOTE 3.
SERVICE SECTION WITH DEAD Eo 7-1 1 4
FRONT PANEL WITH CONTINUOUS
CONCRETE BASE
STAINLESS STEEL PIANO HINGE
VALV. ANCHOR
(5)20A CKT BREAKERS7 1 1 4 BOLT BY EC;
4 ------ SIZE & EMBED
CONTINUOUS STAINLESS PER MFR.
STEEL PIANO HINGED DOORS -TYP 4
WITH PROVISIONS FOR 4800
F1 PADLOCKS 4 3" MINIMUM
rF--
#8 COPPER
CONDUCTOR AND BELOW GRADE z
OUTSIDE OF 0
PADLOCK HASPS 0 CONCRETE
0:
TO END OF CIRCUIT, FROM SERVICE POINT I— TIMECLOCK I LATC H - #4VERTICAL REBAR
ALTERNATE PHASES -TYP 4
<4
I REMOVABLE DEAD FRONT PANEL o- -#3 REBAR TIES
#6 COPPER CONDUCTOR (120 VAC) AT 12" ON CENTER
I VERTICALLY-TYP
3" < SEE NOTE 3.
#6 COPPER CONDUCTOR (NEUTRAL) MIN. -----------4TANDARlD 1800
40 4` -11 TO PEDESTRIAN J-HOOK AT BOTTOM
#6 COPPER CONDUCTOR- (120 VAC) L -24 SQ OF VERTICAL REBAR
#8 COPPER CO-NDUCTOR T 7 41 1 CROSSING _TYP 4
TO TREE WELLS
NOTES:
TYP I CAL BARRIER TYPE TERMINAL BLOCK
SPLITBOLT r4
CONNECTION 1. GALV. ANCHOR BOLTS & TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND
�EO.1) CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR BY GC
NO. 3-1/2 PULLBOX NO. 3-1/2 PULLBOX L 2. CONDUIT SHALL BE 1-1/2" MINIMUM SIZE AND MINIMUM 24" BELOW FINISH GRADE
4 - 4*1- 4"- 3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX-BAR DIAMETER
6" CONCRETE BUT NOT LESS THAN 3 INCH EXTENSION THAT ENGAGES THE LONGITUDINAL REINFORCEMENT
PAD WITH #12 4 1
PHASE A PHASE B WIRE MESH AND PROJECTS INTO THE INTERIOR OF THE STIRRUP OR HOOP.
T T
6#0 6$1 4. SEE LANDSCAPE PLANS FOR BASE INSTALLATION DETAIL.
5. IF POLES ARE PROVIDED BY OWNER, VERIFY BOLT PATTERN AND LAYOUT PRIOR
TO INSTALLATION.
5 STREET LIGHT CONNECTION DIAGRAM 3 4 zo" Em R V I C E EQUIPMENT ENCLOSUm"'hE DETAIL DECORATIVE POST LIGHT MOUNTING
SCALE: NTS SCALE: NTS SCALE: NTS
< w
BRASS HOLD DOWN
4 0 0
STREET
C== COVER MARKINGS TO BE
ICHTING INSCRIBED FOR INTENDED
USE. (PER CAL TRANS
STANDARD SPECIFICATIONS.)
CURB GRADE OR FLUSH
IN WALK
V
04
SIDEWALK/PAVERS
< 4
DUCT
SEAL
=1 I IFEI I I- to
' ll —111''' 0
C-4 PRECAST REINFORCED
WARNING TAPE
CONCRETE BOX
"N
C
C*4 STRUCTURAL BACKFILL
2" MAX 14 SEAL AROUND CONDUIT,
<1 BOX AND EXTENSION
JUNCTION WITH MORTAR. 00
PRECAST REINFORCED
EXTENSION —SAND
TREE
GROUT
BONDING JUMPER SHALL BE
CURB 60' MAX #8 BARE SOLID COPPER
�Qq POWER CONDUIT
GFCI WP OUTLET FOR PVC-GREEN #8 AWG
THROUGHOUT THE SYSTEM.
0
TREE GRATE I if
2"MAX
2"MAX 6"
77- 1-177 w w
17
""A
SOIL ......
"GRC. #15 ROOFING PAPER 12"
BETWEEN GROUT AND
5/8"x8' COPPER CLAD
CRUSHED ROCK
GROUND ROD WITH
PULLBOX GROUNDING CLAMP 1" DIA
R ME,JI E''. I IEI I I DRAIN CRUSHED ROCK SUMP z
Li;;=1 1.�,-_j1j; IF! ILI 1;-;:1. HOLE
Elul =1 I 1=1 I 1=1 I I—I I 1- 1-11 1=1 I I=
GENERAL NOTES <
1. PULLBOXES SHALL BE PER CAL TRANS STANDARD SPECIFICATIONS.
.3 6"' 3/4-GRC. tw;
2. PULLBOXES SHALL BE GROUTED PRIOR TO INSTALLATION OF CONDUCTORS, SLOPED TOWARD THE DRAIN W
HOLE. PLACE A LAYER OF ROOFING PAPER BETWEEN THE CRUSHED ROCK AND THE GROUT.
3. PULL LIDS BEFORE POURING CONCRETE AROUND PULLBOXES. DATE: 2/14/03
4. WRAP PULLBOX WITH ROOFING PAPER BEFORE BACKFILLING. DRAWN BY:
5. FUSE AT PG&E POINT OF SERVICE SHALL BE 60A IF #6 CONDUCTOR AND 40A IF #8 CONDUCTOR AND TN
SHALL HAVE A TRON TYPE FUSE HOLDER. (SINGLE POLE) CHECKED BY:
6. FUSE AT LIGHT POLE SHALL BE 5A WITH #10 TO LIGHT POLE. SEE DETAIL 5, THIS SHEET. RH
FILE NO. / LOCATION:
SPECIFICAMON NO.
mrR E W ILL AIL CONO' CRETE PnumLLB0X` DETAIL TYPICAL TRENCH DETAIL SHEET NO.
SCALE: NTS 4 SCALE: NTS 2 SCALE: NTS
TOTAL NUMBER OF SHEETS: