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SPECIAL RWARDING ADDITIVE ALTERNATE
1. ALL ►TEMS,N01 SPECIFICALI-Y DESIGNATED AS A,10DIT►YE ALTERNATES ARE TO BE
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� oJE�T SN>✓�TS 3 � t9 aF 2� 6F 'Tl-�1S P�.a�E�T 'SNALc, APPLY ALL
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AMETHYST AVENUE TO ARCHIBALD AVENUE
TRANSPORTATION
B CYCLE
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INTERSECTION
Na 1868745.03
E. 6684666.64
(1" IP W/PLUG)
CAMDEN DRIVE
i ;€
TRAILPROJECT SITE
., a .a,... ..
CITY OF RANCHO
wCUCAMONGA
dy
CITY OF UPLAND
1INDEX OF SHEETSFWY
SAN DAG R/W 210
_ �,.7
� ,a 5f s
INTERSECTIONAMETHYST AVE
DESCRIPTION SHEET NO.
BASE
STA 12+59.15 LINE AVE
TITLE • .
• t
y
IL BLVD
2 GENERAL AND I CONSTRUCTIONI "
LOMITA COURT
4-5 CONSTRUCTION DETAILS
6�- PLAN AND PROFILE _ .w, � _,. � .. � �� � �,
LOMITAD
. :10 SIGNING AND STRIPING PLAN _..-�. ' �' �' �: T
' M. C
INTERSECTION
11 - 15 F.L._cT?.lcAL, PL.AQS10 FM
46684679.56E.
I I12 Fb�
a 1 7 •
Ml A k I (S&W
t / JF f Y,'J "✓
S'
------AlRRIGA9E)N I CITY OF ONTARIO
19-28
r
el
bkNDSE3APE DETAILS
VICINITY MAP
....,w.
p
.` s
__f
• h « ref „.µ INDEX MAP N N.T.S
STANDARD PL NS
TY OF RANCHO CUCAMONGA
6 fxx r9 t
® 100—A ROADWAY SECTIONS :. . .
DRIVE101
SIDEWALK103 INT DETAIL INTERSECTION
NOTEE 104 CURB AND GUTTER-BARRIER JSTA 5+21 .69 REFER TO SURVEY REPORT BY KDM-
120 TRENCH REPAIR
• 1867120.05
MERIDIAN
401 -A STREET NAME SIGN ROBERTS DRIVE E: 6683278.50 CONTROL DESCRIPTIONS.
401 -B SIGN POST INSTALLATION NAIL)
517 REDUCED PRESSURE BACKFLOW PREVENTER
518 VALVE-S'
OR SMALLER
0 /' l• A m
534 CONCRETE HEADER
� t3rtca( Plans
c2T 9PeAPWA r6vtSed and rep ca ,
I,r�►'�afon 1a�a
CITY
1 DESCRIPTION OREVISION
TYPICALCUCAMONGA VALLEY WATER DISTRICT BELOW CITY OF RANCHO CUCAMONGA
—I
COMMERCIALINDUSTRIAL
3 TYPICAL WATER SERVICE 3-INCH AND ABOVE
4 VALVE AND BOX ASSEMBLY
PACIFIC ELECTRIC INLAND EMPIRE TRAIL
AERIAL PHOTOGRAMMETRY AND DIGITAL HORIZONTAL AND VERTICAL CONTROL
PHASE 2- 100% SUBMITTAL
LOCAL BENCHMARK
cn
EnTOPOGRAPHY PROVIDED BY. PROVIDED BY. SEAL
m BASIS OF AMETHYST AVE., TO ARCHIBALD AVE.
BEARINGS: STANDARD CITY OF RANCHO CUCAMONGA „ BRASS I
,. ,� IINC. MERIDIAN, I n
CALIFORNIATHE I ITY OF RANCHO CUCAMONGA, BM 10058 647 MAIN STREET, SUITEI F aAPPROVED BY: DATE: Xv
1983o ZONE V (1992.6 EPOCH DATE), 1981' IN CONCRETE CURB AT NORTHWEST CORNER OF RIVERSIDE, CA 92501 LAKE FOREST, CA 92630 L CITY ENGINEER
BETWEEN 0 ck
S.B. AVE., RECOMMENDEDDESIGNa�
r
(f) E VINE AZ MK AND STEEL, BEING NORTH END OF CURB RETURN AT WEST END OF CATCH BASIN. � REPORT DATE- 6-09-2003 ENGINEERINGBOYLE
• 1
EH
• INTERVAL: 1
EAST (22,826.34 FEET). SEE PROJECT #02—APS-03 Exp. 9/30/05
CORPORATION
? 91 ELEVATION: U.S. 1131 WEST SIXTH .
SUITE'm'-cb DIAL TOLL FREE
-005
6 1-800-227-2600 INDEX MAP FOR LOCAL CONTROL POINTS. APS W.O.: 03 v ONTARIO, CAILIFOR 1 62
EH . 909-933-5 OF
v u �a�®
; AT LEAST TWO DAYS
CHECKED , ' � --" �.."R. I- NO DRAWING NO.
BEFORE Y I L o� RIt_ 25 X005 FILE NO
UNDERGROUNDCL
-� F Q
GENERALNOTES
2oo3 6prrIONW/ 14 2001-1
uF1>L.e
P
° I I STANDARD SPECIFICATIONS
° ° THE FOLLOWING GRADES SHALL BE OBSERVED:
PUBLICFOR CONSTRUCTION I , FAMILIAR t,
EYP
WITH IBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 0.-5% I
MAXIMUM • ®
2. ALL PIPELINES l a TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, • SHOWN OR NOT 15% MAXIMUM FOR DISTANCESLIMITED
I I I I WITHINSHOWN ON THESE PLANS � I I I
REMOVED, REPLACED, IN
REQUIRED CITY OF RANCHO CUCAMONGA. DISTANCES UNDER 100 FEET,
AND ONLY IN CASES WHERE NO VEHICLE
o
ACCESS IS TO BE EXPECTED. AUVAOZEP STEEL PIPE GA
PERFORMING3. ANY CONTRACTOR I I I I I I • CATE SNA.caPEW AWAY FEW)
EXISTINGFACILITIES I I I a FACILITIES ° SECTION: %
DAMAGE TO
® DRAINAGE: WHERE TRAIL { %, WATER BARS, SPLASH CURBS OR OTHER
I I I I I
° I I a ENGINEERING PRIOR WITHINOR CONSTRUCTION I a ISTABILIZER
°
STABILIZER SHALL BE FROM GAILI •
° ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN ° I TRAIL.2% MAXIMUM BETWEEN CURB AND
ADDITIONAL { I I 5'r6cPCO
ELEVATION0.01 FOOT OF SUB—GRADE MAX. TURF & 31 °AS NEEDED AT WARPED OR
VERTICALI IONS WILL BE CONSIDERED ON A CASE BY CASE BASISI BY THE
CITY ENGINEER.
® ALL SEWER, WATER, ELECTRIC, a UTILITY LATERALS, MAINS, OR CROSSINGS PRIOR PAVING.
a ° SURFACING: I I I { I MINIMUM
�P
, D.G.
MI I IS AVAILABLE
r-Vj'1VfV[r_U 0 I__TF1L -%j UM-RtAki .11-E e.I I it vf`IF lz�/Afvlv FROM GAIL { STABILIZER IBINDER
INCORPORATED WITHI I INSURE
STABILIZERITE FINES. FOR EACH 27 LIFT, EVENLY SPREAD THE MATERIAL _
VEHICLE
IL
® I f I p
THE AREA WITH 1000-3000 LBS. OF WEIGHT. PRIOR TO USE ALLOW THE FINISHED SURFACE
® . .... . . SUFFICIENTISIDE TO as as WHICH I I
a D.G. FINISHED
ABOVE CONCRETE CURB, ALLOWING THE WATER TO
1IMML-0 _F\L I I I L—L/ Li I I I I I- \-*\J _T_WI_\ -I NJ
__+E)...... E)I ill r A k A A nr TN 1 1\r\\a
r\n
FI\ %j mi 14 1 1 f-A v I TrI -A jr-n I r,\/. —I W ry T _q A -%nDCr%ATI7 DAe*r— DRAIN OVERAREA.
• a tzdp, mow WF-S
°
, � MAINTAIN I . AP-�uD POST
° �" rrro►�t cU�B
I �P 7
DISTANCE { INTERSECTIONS FENCE
END 10 FEET BACK OF THE . ° ° a I
EASEMENTS. I
® { I { I MATERIAL, DETERMINATION CASE. I a
0AvANczEQ
REMOVINGI I I IMATERIAL aaAPPROACHES. I MAINTAINED. YQ
THE AT DRIVE THE TOP OF
p m STS(- 'pDST fYP�
QUALITY I ° FENCE LINE SHALL END 2 FEET TO EITHERI IEITHER
ANY STREET LIGHT OR UTILITY POLE.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBI
{ { a I
SHALL BE PAVING.
® GALVAI�.IIZED ;TEELPIPE CHAT
�(} Q �lWrF,SNAU.OP6.l AWAY Mrn
13. NOT USED. 9. NOT USED
14. STREET I ° ° I I CROSSINGS, �►' moW cups
SIGNS { °
CONCRETE APRONS SHALL BE A TRANSVERSE "MEDIUM
I as FINISH.
Ia l °E r.) o
° NOT USED.
THROUGHOUT
° I I a CLEAN, FREE,HAZARD STATE,ORDERLY CONSTRUCTION.
I ° Z� ' C'aAUVAt�1IMD STEEL,
potrllz rCtow CURB --� t� �— , POST To GNatK! CaATfc,OMW
CLEANED UPON REQUEST OF THE INSPECTOR. 12. NOT USED r--05T lot.
17. CONTACT DIG ALERT AT 1-800-227-2600 AND ALL UTILITY COMPANIES AS REQUIRED, IEXCAVATION. PROVIDED FOR 13. NOT USED r
CONVENIENCEYOUR { Q
VERIZON
VEHICoLE -
SOUTHERN CALIFORNIA GAS COMPANY (909) 355-7583 scats
CONTACT: RICH
DISTRICTCUCAMONGA VALLEY WATER
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91730
CONTACT: RUSSEL SILVA
DISTRICTMETROPOLITAN WATER
700 N. MORENO AVENUE
LA a
HILL)CA 91750ADELPHIA 1 -800-626-6299
(PORTION OF RED
COMMUNICATIONCONTACT: PAUL CYR
CHARTER
6680 VIEW PARK COURT RIVERSIDE,
CALIFORNIASOUTHERN I
FONTANAa
CA
date e ai S car).
SPRINT 1 :t7arr �A saG.
(FIBER OI DESCRIPTION282 S. SYCAMOREREVISION
RIALTO, CA 92376-6546
CONTACT: LYNN DURRE17 CITY OF RANCHO CUCAMONGA
° THE LIMITSI 1N THE SANBAG RIGHT OF WAY OR THE CITYI °
GENERAL AND TRAIL NOTESTHE CONTRACTOR I
PUBLICI I { I ACTIVITIES.
DISTRICTPACIFIC ELECTRIC INLAND EMPIRE TRAIL
I I19
° ITHER OF THESE ARE. CUCAMONGA VALLEY WATER
PHASE 2
cn REFERENCED ON THESE PLANS, ASSUME THE NAMES ARE INTERCHANGABLE.
SEAL
cn
m AMETHYST AVE. TO ARCHIBALD AVE.
APPROVED BY: DATE:
ESS/0,
CITY ENGINEERC.
° LY l
DESIGN REPARED BY. RECOMMENDED
ti.
�' ` ENGINEERINGch E {s . CORPORATION
� � I TOLL r 1131 %� 51
, SUITE 285 S
� NTARIO, CALIFORNIA
� oo� 27��� 0 t� 2
�5225EH 09-933OF Q
Q C4
PO AT LEAST TWO DAYS CHECKED R.C.E. N 0 DRAWING NO.
�� CA�•�F
BEFORE YOU DIG LT
DATEA 25 2005 FILE NO
O SERVICE FCALIFORNIA
.® •• ®J► T ? off°
NOTES:CONSTRUCTION
STD
• ,
CONSTRUCT as
as as • • PAVEMENT Wit! I cy-
• as
WIREmMW* OVER COMPACTED
10SYMBOLS NATIVE G_ 941I
I TRAIL
ABBREVIATIONSm
AA#3 " I ' MIN.
LINESPROPERTY « a ..
LINESCENTER
BEGINNING TRAIL DECOMPOSED GRANITE AA�3 as . ' I
TRAI I I l
21 MAX HEADER
a , . , I 20« ,
RESERVE I 45RE8ERVE
Hb
asCURB AND GUTTER PER 1
DRAINAGE I « a . a « . ,
CITY STDS. 104 AND 100—A. 1 MAXg
BIKE I .
. I a
.
. 1 . ' II I « . ' I . ' --------------
11 .00,
& AC PAVEMENT CENTERLINE . a .a IN.
5.50
. I a1 MAX - DETAIL A
COLD PLANE 0.10) . TYPICAL CONSTRUCT CURB RAMP PER APWA STD.
`
DETAILAGGREGATE BASE Typ.
CONC. CONCRETE 111 -2, CASE A, TYPE 2. MODIFY PER DETAIL
CRUSHED GRAVEL R/W RIGHT OF WAY 1 ON SHEET 4. 2:1 MAX
ABND. ABANDONED
U7,
77 ---
« . I I (IFa I _' _~
4 =SHEET NO. M.H. MANHOLE REMOVE TO JOINT IF CLOSER THAN 4 . 141
V.C. VERTICAL CURVE
DRAINAGE SWALE 61 MAX
I I . «I I 1C. COMM. MIN.
BVCE BEGINNING I IDETAIL 2 SHEET 4 AND CITY STD TYPE
NOTE:
EVCS END VERTICAL CURVE STATION CONSTRUCT
' METAL FENCE PER CITY STD. 608. 2 COMMUNITYCENTERLINE
EXISTING TOPOGRAPHY EVCE END VERTICAL CURVE ELEVATION ADJACENT TO THE SENIOR APARTMENT
COMM
.m .. ....u__. u...... LIMITS COMMUNITYI L
4 (APPROX. STA 352+50 TO 360+00) MAY
A.C. ASPHALT SHEET 4. NEED ADJUSTED TO MEET NEW FIELD
FENCE LINES « BEGIN CONDITIONS. MAINTAIN POSITIVE
I « - a TRAIL.
FLOOD CONTROL DISTRICT CASE A, TYPE . MODIFY TIDTH.
BRUSH LINES POC POINT ON CURVE COLD PLANE
EXISTING ' MIN
.
_�. m..._. n.. . KK. WALLS RT.
RIGHT DEPTH AND CONSTRUCT VARIABLE THICKNESS TYPICAL SECTION- AMETHYST To ARCHIBALD
.m...u.,a . (0.101
NTS
TREE LINES
MIN) AC OVERLAY FOR SMOOTH JOIN. NTS
SEE DETAIL 3 SHEET
a CASE PER PLAN.
.. LIGHT
DETAILCONSTRUCT DRAINAGE CULVERT
MANHOLE PER
.
TREE 0
CONSTRUCT ' MIN.
PALM TREE CD
SHOULDER. j <
POWER POLE
t .
I
CONSTRUCT CURB RAMP PER APWA STD. 0
IDETAIL
DISPOSITION NOTES - a a «
a
® « , I
F NEEDED TO
STREET LIGHT
aMAINTAIN
(EXZ,
...� ,�, ., as AC OVER 6aAGGREGATE BASE. I 1 a I a
.
SPOT ELEVATION REMOVE (ITEM AS NOTED)
(CONTRACTOR TO VERI FY)
..KK.wm... MISC. IDENTIFICATION I
GN
I I PER DETAIL 2 ON SHEET 5 AND SPECIFICATIONS.
(NOTED AS NEEDED) L2 PROTECT IN PLACE (ITEM AS NOTED) -1 MAX — 7——
2.
[_3] RELOCATE II
COATINGI SPECIFICATIONS.
EXISTING UTILITIES
L4] ADJUST TO GRADE I « EXIST. SURFACE
REPAIR . 120. AND HEIGHT OF WALL VARIES
STORM DRAINDRAINAGE
RELOCATE (BY OTHERS)
E CONSTRUCT VINEYARD
I I I
I (SIZESPECIFICATIONS.
GN PER COMM. STA 351 +00@
CONTRACTOR TO COORDINATE I
_.__. _..mm... . ..TM... _.,.._N.m_.. RELOCATIONIENGINEER.
OWNER FOR
DETERMINED IN
.
WATER MAIN (SIZE NOTED)
WATER CONSTRUCTION NOTES.-
GAS
LINE (SIZE
I I
STDI . 2A, INCLUDING HOT TAP WITH TAPPING
D METER BOX. METER TO BE INSTALLED CVWD. 9
@ INS Y
CONNECTION SERVICE
STD. 2 INCLUDING HOT TAP WITH PING SLEEVE STA 351 +90 TO STA 352+1012L
Varl'CL0
AND MET BOX. METER TO BE I LLED BY CVWD. _4ij�
JLIII I
6v: r:lIgilipali 111:1!
t
as
INSTALLw @
/ ! t r® CITY
PREVENTER PE
« � /\41/11
COMP
as ® ..6 C,
INSTALLCITY OF
BACKFLOW PREVE R ER CITY STD. 517 WITH -rloAl q6%
:r
CO-0 COAST GUARD CK GS /CGS-5 (2 PC ) ENCLOSURE6' CONSTRUCTION NOTES & TYPICAL SECTIONS
p
« « ( r )?9401ve
NA-rive 5 rALL �5MFIVV IrOA as r !a YE
RetHPOFes PACIFIC ELECTRIC INLAND EMPIRE TRAIL
PIPE.INSTALL 3CHEDULE 40 PV WATER t 11,cnMcn .
s a`
CONNECTIONPHASE 2— 100% SUBMITTAL
PLUG D AND INSTALL BOX FOR UTURE . SEAL
5 �� AMETHYST AVE. AVE.
TALL VALVE AND BOX ASSEMBLY P CVWD
p I
FESS/ APPROVED BY:STD. 4 19 CITY ENGINEER
F «a
ch E
f., T.AL
cl) DESIGN PLAN PREPARED BY.�� ° DIAL TOLL SEE
INSTALL VALVEN ASSCDEMBLY CI
RECOMMENDED
STD. 1 .
ce_ ��. csz�94 rn EN BOYLE ENGINEERING
.,� 1-800-227-2600 Exp. 9/30/05 CD DRAWNq (p(CORPORATION _�pe
CC14 11 !! 6 b SUITE 285
cq AT LEAST TWO DAYS IV 0- ( , 1
I L� F 1
BEFORE YOU e4filo OF--
<-0- CHECKED I DRAWING NO.
>=
UNDERGROUND SERVICE ALERT OF SOUTHERN CALJFORNIA
R/W
PARKWAY WIDTH
pa (WEST) CURVE DATA 0
Y LOCATION Y 4$ VARIES (EAST) CURVE RADIUS DELTA LENGTH TANGENT NEW CURB AND
50 990010y,
50 GUTTER
p p P
-WEST SIDE
7.0' AMETHYST
x AMETHYST-EAST SIDE I °,
ST AV -
pe
AMETHY E 779 +50 . I10+50I
�.
�. ` 10+00
„
S GENJT
1 r
a
IST. PVMT.
PIKE OR COMMUNITY TRAIL
STA 9t894 BC e(JOIN
CURRENT Di APPROACH WIDTH
< PCC RAMP AND WALK REMOV
x9
® CONC DRIVE
a NEW WIDTH. p
SECTION C-C p ' ,"
RECONSTRUC
NORTH RADIUS
NT
� AND RAMP . I
.
< /W ...... APP X"---9'--SOUTH-,--OF"-EX IST
,. ...... '.. . PVMT.
SEE I
.,.w CONC
Lq COLD PLANE LINE
A
x . VARIESa I
rp
COLD PLANE LINE
---------------
Vr_.a 'j STREET R/W r-3
CONC
P el,
p
Mi
C3
EXIST. PVMT.
.. -
.. EXIST. JOINT R/W10
((7 _ _
81
=:Z:5J
uz.L_ 21Z
F
°
ax CUR FACE
23'
z °
EST SIE O F AMETHYST
YSTa
EXIST. APHP D WIDTH �� =
.. A H AWCUT LINE
31'-EAST SIDE OF AMETHYST ��
w..,
SAWCUT LINE
, e
.x,
NOTES ..
,
1. RAMPFINISH. _
s� I P
MEDIAN, p,
OR
2. SIDEWALK BEHIND RAMP IS TO BE DEPRESSED SO THAT THE ADA REQUIREMENT I xa A.C. OVER BASE
PER PLANS
OF 8.33% MAX. I p
..
ADDITIONAL3. REFER TO APWA STD FOR I P
CASE 2
MODIFIED APWA STD 111 -2, CASE A DRIVEWAY APPROACH MODIFICATION DETAIL
COLD PLANE AND OVERLAY DETAIL 3
TYPE 2 CURB RAMP DZE::�_ NTS -
31 ' NTS a
WIDE COMPACTED CONCRETE
Ar— EARTH SHOULDER HEADER
10.6'
STA 351 +10
® '
STA 351 +2010.0' 1 I
CONCRETE
x MAX. 1' HEADERa
TA 351 +40 TO 352+5 ROW
xx PCC as
DG
aTRAIL TY
s
CBIKE TRAIL COMMUNI
:2DAYLIGHT TO
PERVARIES,
a
EXIST.PROFILE BUT 4' TYP. EXIST.
27o 1 PROTECT I I
TRAILJOIN TRAIL TO JOIN
BACK OF WALK BACK OF WALK . __j
C3 lili
® I P
P
I2:1 TYP iiiI RIVER
U-) LO R/W
SEE SHEET 21 OF 21 DETAIL V Ln
(MODIFIED FWIDER
x
EDGE OF DG
®0. FL ELEVmPER PLAN
m1 p r.
Cw ®9% MIN LONGITUDINAL
SLOPE
EXIST. 352+00
SIDEWALK <
ca 4
EXIST
DRAINAGE SWALE DETAILP I p I
LO
c;i NTS
LLJ
CONCRETE HEADER
-45' RESERVE LIMIT
EDGE OF DG
x ,,. WIREY"
PROTECT",-EXIST. POWER POLE NOTE:
... ...,....,. .
r`_ CD C:) CD CURB FACE LOCATE NEW FENCE END POSTS AT
00
+ + FULL IGT 0" CF O" CF EXIST. BLDG. E FIELDENGINEER
RAW CURB 7p5 13.5 Epp 8 FULL HEIGHT
(�'} � � , a a a x
.."..,....cam c0 c0
� w NEW FENCE CURBTRAIL AT EXISTING BUILDING 6
s
M
_ ... __
MODIFY TO 27'
c, ' � f � 1 xa=1 , .
,
NOTES
1 . RAMP TO HAVE TRANSVERSE "MEDIUM OOMas FINISH.'T — 2. SIDEWALK BEHIND RAMP IS TO BE DEPRESSED SO THAT THE ADA REQUIREMENT
OF 8.33% MAX. SLOPE FOR HANDICAP ACCESS IS MET. NO. DESCRIPTION OF REVISION DATE C
lii
COMMUNITY TRAILImEmmeffam
3. REFER TO APWA STD FOR ADDITIONAL NOTES & DETAILS NOT SHOWN HERE.
P
CL
k s
CITY OF RANCHO CUCAMONGA
,.°,,,:..,, j
G
45' RESERVE LIMIT MODIFIED APWA STD 111 -2, CASE A 5
CONSTRUCTION DETAILS
co
TYPE 1 CURB RAMP
CONCRETIE HEADER PACIFIC ELECTRIC INLAND EMPIRE TRAIL
d r
4
®. NTS
uj
100% SUBMITTAL
PHASE 2
SEAL
CONSTRUCTION
DISPOSITION
AMETHYST
TO ARCHIBALD AVE.
® NOTES: AVE.
APPROVED TRAIL AT EXISTING GUY WIRE 7 CONSTRUCT 'xF /SIDEWALK
REMOVE I lENGINEER
I
xa1 , p 103 AND 100
ter,
.�
T IL I E
200
Go IAL TOLL FEE CONSTRUCT CURB RAMP PER APWA 1ENGINEERING
.
���od��27�2soa
Exp. 9/30/05
CORPORATION
� 111 �2, CASE A, TYPE P MODIFY PER DETAIL �,� D�« 1131 W SIS STREET, SUITE 285 s
I !� I 2 ON SHEET 4.
EH 9-933-5 4
C4 AT LEAST TWO DAYS FBEFORE YOU 1O
ICHECKED ® oDRAWING NO.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIALT IL 25 5 FILE NO o/V 3
p
a� c.-r T 4 ot:-- Z8
CONC. HEADWAL REBAR PER SECTIONS
AA A :
I ` HEADWALL
350+92.50 ! LT. yA TRAIL !f SURFACE 6ZD #4@! AA
. .
V) TOTAL 101387.95 FL
1388.20 FLI
.
EXIST PIPE 1
A AA INVERT
TO
. d
ac>o�ce �
"
; u
t1
RIVERWASHED GRANITE °_,.w
— � y�, RIVERWASHED GRANITE C,
COBBLESTONE PER CASE r,Lj „ COBBLESTONE PER CASE 1 -1 A A!
fi AGGREGATE BASE � fi
2, DETAIL VA SHEET 1. — - ` SEE TYPICA X 2, DETAIL VA SHEET 21 .
B SECTION ��#4@12
NTS — MAX.
.w
NOTE.
DESIGN
350+86.30
350+92.50
POWER POLE
350+98.75
(CAUTIONPROPOSED ! !
VERIFYLOCATION RCB
DEPTH rbRIVERWASHED GRANITE
PRIORCONCOBBLESTONE PER CASESTRUCTION.)
SECTION y
s%; DETAIL
A ! SHEET .
A AA
TRAILWIDTH PER P LAN 3TRAI
\\\ \�\
i \ \\\d DWA
CON"c
CONC. HEADWALL
LL
AA
® \ V \
4 CURB
0",
#4@ 1 2�
TOP HEADWALL �e " CONC. HEADWALL RIVERWASHED GRANITE `� x" `a ��°�.
CONC. HEADWALL �' .. - . ' COBBLESTONE PER CASE aMAX�� n #4@12" MAX. AT CTR. OF WALL
FINISHED SURFACE DETAIL SHEET '
w PI 2 A VA 21 da
2a 1 SLOPE a 10
"
t r
3 6. l
30-� � DISPOSITION
FINISHED CONC. BOX 1 " � ,r
C:) #4@ AA
SECTIONS MAX
REBAR PER d4@127 AT 1 1 REMOVE (ITEM AS NOTED)
! !
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GENERAL NOTES
LIGHTING FIXTURE SCHEDULE mm.m.1111i —
ELECTRICAL SYMBOL LIST ...........
U D I
, A LE TL
I 1 1 . CONTRACTOR I RESPONSIBLE O ALL
L MO
V
A
L
ATE ENT, DISPOSAL,ITE RELATED TO ELECTRICAL POWER, TOACONTAINMENT,AND SERVICES; (le: SPECIAL INSTALLATION REQUIRE C
,
IDENTIFIED RMIT , FEE , ETC.), VERIFIED WITH OG AND FINAL CLEAN—UP 0I
SYMMIL D —H —VG—L MATERIALS, LABOR, PEAND MATERIAL,
AL' NLUDING LL L
10 C — — 15— — SUBMISSION OFAD. THE ACTHAZARDOUS
WASTE
POLE MOUNTED, 150 HIGHPRESSURE SODIUM (NPS), LACK VALENT) PECTINS SERVING UTILITY PRIOR TO THE TIN CONTRACTOR HALL
H QUAD TAP 0V, ( UIOF SUBMITTING A ID HALL CONSTITUTEFULLRESPONSIBILITY OF STAT N
CONDUIT UN CONCEALED UNDE G QU D, LO GRADE O L ONE—PIECE, DIE—GAT HO O TYPE LIGHT FIXTURE G 16'--0" I —1 0CU AND FOLLOWALL LOCAL, SITH FLAT LEN AND 5" EXTENSION ARM. PROVIDEAX—BL ADJUSTABLEDIRECT OUT ARM AM, CONTRACTOR TO INSTALL SERVICE( ) INC PLD AL REQUIREMENTS, AND
TYPE !II DISTRIBUTION, POLYCARBONATE BONAT VANDAL (Q EQUIVALENT) REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE ELECTRICAL GUIDELINE F ABATEMENT, TRANSPORTATION,
GUARD AND HOUSE SIDE SHIELD. FIXTURE MOUNTED ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES
10 CROSS LINES ON CONDUIT U INDICATE NUR OF IE CONTAINED ®N 1 -0" SQUARE STRAIGHT STEEL WITH LEVIED BY THE SERVING UTILITY COMPANY, WITH THE EXCEPTION OF THE STORAGE, DISPOSAL CERTIFICATIONS AND FINAL
. NUMERALS ADJACENT FIRST BILLING DEPOSIT. CLEARANCE FOR HAZARDOUS WAS AND MATERIAL.
No SIN. GROUND IRE I QUID BUT NOT INDICATED ADJUSTABLEDIRECT MOUNTING ARM.
T C LINE O CONDUIT RUNS INDICATE
SIZEOF CONDUCTORS. OWNER TO PROVIDEREIMBURSECOST FOR
TO
POLE MOUNTED, 50 HIGH PRESSURE SODIUM (HP ), LACK 0 CYCLONE LIGHT FIX
TORE: CY1301—F — R —LAC— OHPS— 2, THE DRAWINGS .ARE DIGAMAT{G. EXACT ROUTING OF CONDUIT SHALL AGENCY I HAL IL PROVIDE, PREPA
RE .
===;=Fm
TH
S7B _ H DT4/240—S1— AL017, DOUBLE TAP ( R EQUIVALENT) DETERMINED Y THE CONTRACTOR. ANY REQUIRED OFFSETS, ADDITIONAL CONTRACTOR
-1,3, CONDUIT H RUN TO PANEL OA D. LETTER AND NUMERALS INDICA POST—TOP ACORN TYPE PEDESTRIAN LIGHT FIXTURE.
PULL O ROUTING OF CONDUIT DIFFERENTLY THAN I INDICATED O FURNISH THE FOLLOWING:
L CT {CAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1, , WITH SHARED NEUTRAL. PROVIDE TYPE III DISTRIBUTION, TAMPER—PROOF CYCLONE PEDESTRIAN 1 '-0 LIGHT POLE: PD1 —16— A-
0 D17—RAL9017 (0 EQUIVALENT) THEE DRAWINGS SHALL PROVIDED Y THE CONTRACTOR AT NO ADDITIONAL 1. COMPLETE N COMPREHENSIVEFULLY
SCREWS, HOUSE IDE SHIELD AND CLEAR COST TO THE OWNER.
POLYCA OAT LENS. FIX MOUNTED O 16'-0" AVAILABLE FROM OT COAST LIGHTING: 4 —27 — 0. COORDINATED D APPROVED ABATEMENT
L MOUNTED IK PATH LIGHT FIXTURE. TYPE INDICATED O DRAWINGS. DECORATIVE POLE WITH ANCHOR BOLTSAND PLAN ANDSCHEDULE.
3. THE CONTRACTOR SHALL CU AND Y F PERMITS AND FEE
TAMPER—PROOF ASE COVER. NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL K, .
O DRAWINGS. INCLUDING ALL CHARGES Y THE LOCAL GOVERNMENT AGENCIESAND THE . UPON LETION OF ABATEMENT OK,
T T MOUNTED BIKE PATH LIGHT FIXTURE. TYPE INDICATED
UTILITY COMPANIES. PROVIDE WITH ( ) "ORIGINAL"
SETS ALL ABATEMENT,
I
CONNECTIONT PEDESTAL GROUNDSYSTEM.
4. ICL LINE DIAGRAM FOR CONDUIT AND CONDUCTORSIZES, TRANSPORTATION, DI P L, STORAGE
AND
PANELS, TRANSFORMER , MOTOR CONTROL CENTS MECHANICAL FINAL CLEARANCE CERTIFICATIONS A
ND
I HTIN FIXTURE IDENTIFICATION SYMBOL. LTTE INDICATE TYPE OF FIXTURE. EQUIPMENT, ETC. HOME RUNS TO PANELS MAY NOT HO O PLANS MANIFESTS DOCUMENTATION.
AL IN LO HAL OF HEXAGON INDICATE FIXTURE WATTAGE (INCLUDING BUT ARE PART OF THIS CONTRACT. . COORDINATED
AN BALLASTAPPLICABLE). NUMERAL T TOP OF HEXAGON INDICATES AT OUTI
0 FIXTURESREQUIRED. NU T BOTTOM OF HEXAGON INDICATES THENUMERAL( ) HO T TOP LIGHT FIXTURE IDENTIFICATION DOCUMENTATION.
9 F� L T BOTTOM OF FIXTURE. SYMBOL WHICH INDICATES NUM FLIGHT FIXTURE REQUIRED HA
LL+20 .-�0 HEIGHT HT NOT USED Y CONTRACTOR F HIS QUANTITY TAKE—OFF AT HAZA OU A AND MATERIAL ARE IDENTIFIED
BIDDINGFOR DETERMINATION H ANY FIXTURE WILL T INCLUDE BUT T LIMITED T THE FOLLOWING:
INSTALLED. THE CONTRACTOR HALL INSTALL LIGHT FIXTURE ICAD, MERCURY, ACID 0 OTHERBATTERY UNI ,
WHEREVE A FIXTUREOUTLET I SHOWN ON DRAWINGS. FLUO CENT LA MERCURY TYPE LAMPS
PCB LLA N TRANSFORMERS.
6. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED F MECHANICAL
AND PLUMBING EQUIPMENT SHALL E IN F THE ACCORDANCE
AND
DRAWINGS AND THE ING DIAGRAMS
PLUMBING DRAWINGS.
7. ALL FINAL CONNECTION
TO OWNER—FURNISHED EQUIPMENT HALL BE APPLICABLE CODES
D Y THE CONTRACTORS.
. ELECTRICAL EQUIPMENT ANCHORAGE
ALL ELECTRICAL EQUIPMENT SHALL ACE ANCHORED 1. 2001 BUILDING STANDARDS ADMINISTRATIVE CODE,
TO REIT A HORIZONTAL FORCE ACTING IN ANY DIRECTION PART 1, TITLE C.C.R.
USING THE CRITERIA: 24
G, I HT 001 CALIFORNIA UIL IN (CBC), PART A2TITLE 1 CALIFORNIA NIA NT }.
FIXED EQUIPMENT ON GRADE 23 a OF OPERATING- (1 997 UNIFORMBUILDING CODE VOLUMES
FIXED EQUIPMENT O STRUCTURE OF OPERATING EIGHT
EMERGENCY PO EQUIPMENT O 31% O OPERATING EIGHT • 004. CALIFORNIAELECTRICAL CODE (CEC), PART , TITLE 2 C.C.R.
GRADE (2002 NATIONAL ELECTRICAL CODE N 2004 CALIFORNIAAMENDMENTS).
EMERGENCY PO EQUIPMENT 46%
OF OPERATING EIGHT
Lu STRUCTURE 4. 001 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 4 C.C.R.
A a THE ABOVE VALUES A F ANIMPORTANCE FACTOR, I
=1.1 D (2000 UNIFORMMECHANICAL CODE AND 01 CALIFORNIA AMENDMENTS).
SEISMIC ZONE, =0. . . 001CALIFORNIA PLUMBING CODE (CPC), PAT , Tl 4C.C.R.
IS EGO` D"N" SEUMEINITI NT, USE 4 X THE OV VALUES. ( 000 UNIFORM PLUMBING CODE AND 2001 CALIFORNIAAMENDMENTS).
F FLEXIBLYU E TICAL FORCE UE— USE 1/3 X HORIZONTAL FORCE...,,.. .,.
SIMULTANEOUS VER2001 CALIFORNIA FI CODE (CFC). PAT , TITLE 4, C.C.R.
v..
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.-:.. ANCHORAGE DETAILS ARE T HO O DRAWINGS, E 7, 001 CALIFORNIA REFERENCEDSTANDARDS, PART 12,
TITLE 24o C.C.R.
l
r; FIELD INSTALLATION HALL SUBJECT T THE APPROVAL OF THE
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IF THERE ARE ANY NFPA 72 — NA11 NAL I ALA CODE C ALIFORNIA AMEN D) 1 EDITION
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TESTED.
fr :; TY OF
A IL TYPE OF TEST BOLT DIAMETER
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f.. HARD ROCK DIRECT PULL- N IO ,L . 1300 2000 2900 4300
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CONCRETE TORQUE WRENCH-TO U ,FT.L . 0 110 150
LT. T. DIRECT PULL-TENSION,L . 0 1400 1950 2590
CONCRETE TORQUE BENCH-TQU ,FT.L . 20 3 7
L VISIT IT INCLUDING SPECIFICALLY ALL INSTALL EQUIPMENT GREEN ROUNDING ODUTO ,
10. CONTRACTOR SHALL LY SIZED PER N.E.C. 0- IN ALL CONDUITS.
DRAWINGS.
AREAS INDICATED ON THE DRAWINGS. H HALL ROUGH GROUND CONDUCT ARE NOT
FAMILIARIZE HIMSELF WITH THEE EXISTING CONDITIONSAND Y
-'
SUBMITTING A ID ACCEPTS CONDITION UNDERICH H WILL BE
N >7
REQUIRED TO PERFORMHIS .
ORI THE SEISMIC ANCHORAGEF MECHANICAL AN ELECTRICALCC
11. IT HALL THISCONTRACTOR RESPONSIBILITY T DO ALL , EQUIPMENT HALL CONFORM T . . TITLE , 1998
CUTTING, PATCHING AND REFINISHING EXISTING SURFACES SECTION 1 2A AND TABLE 16A-0. ANCHORAGE DETAIL
WHEREVERIT I NECESSARY F HI TO PENETRATE FOR TQHI E WORK.
FOR FLOG MOUNTED EQUIPMENT HALL HO PLAN /
ALL OPENINGSADE SHALL REFINISHED ALD
RATED INTEGRITY.
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INDEX M P1 090/011
PEDESTAL 12a/ 4a PA L
PEDESTAL
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BUS AMPS 10 T . .
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LUGS ONLY C3
L L LT I DESCRIPTION
VOLT-AMPSL LDESCRIPTION
DESCRIPTIONVOIMpS
BUS C
DIRS
-=AMPS
T T Ciff
L L SPACE
OF RMION DATE
T T L IM L BIKE PA LIGHTING 360 x 4 0 2 1
PATH LIGHTING 360 4 0 2 1 20 1 1 500 IRRIGATION CONTROLLER IKE PATH LIGHTING 360 x — SPACE
BIKE PA SPACE
BIKE PATH LIGHTING 360 x — BIKE PATH LIGHTING 270 x 3 20 SPA
LIGHTING 270 x 2a 2 SPACE 270 x SPACE
cirry
BIKE PATH SPACE BIKE PA LIGHTING
LIGHTING 270 x — 7 SPACE
in
SPACE
BIKE A 1 SPACE SPACE 11 1 SPACE Electrical Notes e
tails
SPACE 1 1 SPACE 1 1
p
SPACE 1 1 SPACE SPACE 1 1 SPACE
pacific v--"'ec1T1c Inland ire Trail
SPACE 1 1 SPACE SPACE 17 1
SPACE 1 1 19 20 Phase 2
1 1
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SUB T 9.42 . TOTAL 60 630 . . a DRAWING
6BALANCED CURREN .56 L C
1 . t 1
CONN. PHASE TOTAL A1130 630 . T TOTAL PANEL 1.26L.C.L. (f 0.315 1.58 •
L T RR
1.767300= 94B
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x
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. PROVIDE MINIMUM 11 I 11-1/2" H L 40 V
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I NOTES
1• CONDUIT AND WIRE INDICATED ON THE IN L LINE DIAGRAM, WHETHER
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TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS.
2. REFER TO DRAWING 1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS.
. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENTI UI .
. CONTRACTOR SHALL COORDINATE LOCATIONS OF EXTERlSITE
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6. VIDE MINIMUM SI 10 IN 1--1/ SCHEDULE 40 PVC
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. CONTRACTOR H LL BALANCE ALL SINGLE PHASEH B.
B. FORE 0 DRI G AJhLEALLATION OE EXIERIQB LIQUI FIX ND
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ting Amethyst v . to c ve.
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PROJECT Sheet No. `21 of 007
PAA _1927` 2.2.dw , 10/5/2006 2:23;32 PM J_�.j M
_ _ 1 - - _
LEGEND.
1. LIGHT POLE, SEE PLANSFOR DEL. INSTALL
TIE ALL CONDUIT STUBS METERPEDESTAL
PER MANUFACTURERSRECOMMENDATION. SEE WITH GROUND
WIRE SIZE
ELECTRICAL PLANS. PER NEC AND BOND TO INSULATED U BUSHING
GROUNDING BUS SIZED AS REQUIRED
. CONCRETE OTIN , F'C=2500 PSI, POUR
AGAINST ATI OIL CONDUIT NIPPLE (TYPICAL)
3. #6 BAR, 4 VERTICALS, 3" CLR. FROM EDGE FOR POLE AND FIXTURE TYPE SEE
GROUNDING BUS
OF FOOTING, SITE PLAN AND FIXTURE SCHEDULE
2" CONDUIT COUPLING T PEDESTAL
4. 4 TIES, 1 --1 O.C..C. / INSTALL FLUSH WITH CONCRETE
PAD
POLE WITH GRUDIN FOUNDATION (TYPICAL)
STUD AT HANDHOLE
. ANCHORLT ( ), ELECTRICAL PLAN • ® ®�••a•�®
6. ® C PAC U
1 " SQUARESTRAIGHT TL POLE ' `'
7. 18" CONCRETE BANDFINISH
. FINISHED GRADE, { L PLANS FOR L ATIO .
C NDUITPER PLAN
11 HANDHOLE WITH GROUND LUG
RS 3
16' POLE HEIGHT ( ) AHO
ABOVEADE BOLTS
7 ANCHOR ASE TAMPER PROOF BASE COVE
METERPEDESTAL GRADE
HOT DIPPED GALVANIZED DRYPACK
BASEPLATE 20"x20"x1"
._.. ,_.••ie��.a;.a,,`:.`v _ •4° ® •, •, , , +° YTIES FOR
S • *
TOPP RIGID" CONDUIT WITH CONDUCTOR
5" OF ST ELECTRICAL PANEATTACHED TO LL WITH —H
L
AP
CFII INC RACEWAY% e• ® ELL
UNL T RGC UP
NI U LT
P I
BURIAL LUTIO — L T I LIN "WALKWAY /410'-0" LONGCOPCL D DEPTH 4
UID LOW" AS
PANELOUNDD T— / 4BOLT CIRCLE OUND CONDUCIR G OU ROD R OTH L D TYT UNLESS HOLE AND COVE FINISH G ADE TOA SPECIFIED IN NATIONAL ELECTRIC I OTHERWISE
• x L0L T —1/2 CODE. VERIFY EXACT LOCATION NOTED GRADE — " P. .I.LMETEPEDESTAL MANUFACTURER.
®— " ` `
° •,` 18" IN.� " • ,� CLEAR CON
lq 1 1 o'.
�• •,•: •• *�4. $` ' TYPICALLY POLE I SET ®® + . ., T{ x 1 " POLE rr PACE
`� as 4- • « •e t FLU T GRADE *. ,4 . 1 �. rr fall
( ®)
• 4" MIN.
PULLCOXe THE
f
®, •, '®�,s ',...
18 PV SCHEDULE
40
-
I .1. VERIFY GROUNDINGREQUIREMENTS WITH T PEDESTAL MANUFACTURERBEFORE
R VIDE PLASTIC H ILD. VERTICAL 0 IS TO GI . CONDUIT
— 1/ x „ RING CHO ROD 44,000 I IN. 1 AT EACH CORNER NUMBER A
\ 0 APERTURE 1aBELOWM ILD) / "x1 —1/23 END MIN. I F CONDUCTOR HALL COMPLY WITH 0 NEC TABLE 250-122. REQUIRED
G ADE �' "MIN.
TYP.
3. BOND SEPARATE CONDUCTORS FROM U D TO ELECTRICAL PANEL IN
ADDITION TO THE DETAIL SHOWN ABOVE. OND THE ELECTRICAL GROUND T
1 ' OU METAL AT PIPE EMBEDDED ATL T 10 INTO THE OIL (IAVAILABLE). 1. SLOPE U IN. " I 1 • BETWEEN
4. ALL PART O METAL PEDESTAL LL ELECTRICAL BONDT THE ( LTI NMIN
L L ULT L
--FOUNDATION Y ELECTRICAL I •
4 CONTRACTOR LY I NOT ACCEPTABLE DIG)
t OUND® I RESISTANCE GD 5 OH INSTALL ADDITIONAL U LL STRAIGHT Y HI
GH OR
5. CHECK RESISTANCE TO — REQUIRED). LOW BETWEEN ENDS,
THE
I9
®H LL BET AVENTILATED H LV ULTAL. i ' 1 ! f ir j GROUND RODS (2002 NECNEC0
OR CABLE RISER.
0NOMIT
mvccr
® PROJECT INSPECTOR HALL WITNESS GROUNDINGTEST.
BIKE PATH ENTRY LIGHT POLE DETAIL BIKE PATH LI%0mj*H`TIN' m%0mA` POLE DETAIL 2 GROUND ROD DETAIL 4 NON-REINFORCED UNDERGROUND DUCT BANK 5
HINGED LIFT—OFF HOOD
C ENDED 3 „ MINIMUM CLEARANCE
25-1 INC LIFT—OFF DEMAND RESET COVER ROUND ROD N C 1 , PIC L " MIN.
HOOD HINGED, PADL CA L , LOCATION. FRONT BAA CK.
AND SAL LE RET MD
ENTRANCE CONDUIT
V L LOCATION.
EMOT SOCKET T SAFETY •
SOCKET '!
E0000 LINE
READIN MANUAL BYPASS
3\8
"
1
\UILA YECTON
WINDOWL L (TEST LOCKS)
SEALABLEMETER TIO lie T®. '®
TYPE C V " -
Emil LUSH HAND
LES P
REMOVABLE T 00 24.00
SECTIONCO Al I
• L LOAD
1
L ANCE
'
MIN.
NA R ' D
UTILITY PLATE LOAD CENTER 48.718 4
Arl --�
LANDING 12 CIRCUIT
LUG
REMOVABLE HINGED LOUVERED 7.000 I VIEW
VENTILATION UCO LI ACCE SVER p= 30.5 1 12. PLAN VI
/P DL CK BARRIER
NE L
I
I
P= CTIO E ' i 44. 0
BASE
H I . 5 1 SLOTS FOR A I A IONPADLOCK SUPPLIED
LO NTE
NDDPTH DIMENSIONS
!
LOOI 4 .0 - ::� .0 1. 1 e OTT VIJOBCTf ®, I t SPECIFIC
BARRIER 1 1 CUSTOMER UIP T A I i OUN LOT DETAIL
IN. CLEARANCE (LEFT) 30.50 X 20.00 — (RIGH •75 X 1.7 14.
� LTERNATE ANCHOR1/ " " ANCHOR BOLT
USE
BOLT 1I ,TL3LATINT I
I T VIE FONT VIE 1 —1 BOLTS
LESS DOORS, DDF OT, AND COVES I
FRONTMEW
BASE DETAIL
ZL Repiace t 9fillbox#500- Re SS moo] 6 SS
PEDESTAL,.EL <11%0 a
07941
EqL 09/30/011
• a
OF CAL
v4t 111,0(4-15 pt e L/I 15;1 0
Ucrrf
DESCREMON OF REVISION DATE APPROM
CITY' 'O"Al RANCH(_)f Cf�.IUCAMONGA
Electrical e S
tri
• Trail
.rac
Phase
AMETHYST AVENUE TO ARCHIBALD AVEN
111
OTY 54410 •
DESIGN
RR
iTD
E3,OOF
CHECKED
MAO Catw Averium EkAte 120Q
RR Paill Djmnm-G& CA 1
PROJECT Sheet N 0__
A06_1927`E3.0.dw9, 10/512006 2:23:12 PM
ELECTRICAL SPECIFICATIONS
PAT 3 - EXECUTION
PAT 1 GENERAL 1.04 TESTING AND ADJUSTMENT
1.01 C A. n completion of Ii electrical work, this Contractor shall test C. Panelboard (includingsolid state trip main circuit breaker). 3.01 PREPARATION N INSTALLATION
all circuitsswitches, motors, breakers, motor starter(s) and their
A. Work of i section includes everythingnecessary for r incidental auxiliary circuits an any other electrical items to insure perfect 1. Provide panelboard with rating, components and features as indicated A. installation of Conduit, Fitting an axes.
Outlet
to completing the electrical work, to provide a complete and operable operation of all electrical equipment. on the Drawings. Panelboards shall consist of molded case, thermal
electrical system, xce t as herein specifically excluded. magnetic circuit breakers, in floor-standing, dead front, totally metal I. All conduit except as hereinafter ecifi , installed in
B. NEA 3 coact r masonry, in dam or hazardous locations, or subject
Equipment and parts inn of correction and discovered during such enclosed, , requiring front access only. All sections shall e Y P
1.02 GENERAL REQUIREMENTS testing shall be immediately repaired or replaced with all new constructed of code gauge sheet metal. Sections shall consist of cable to mechanical injury shall be heavy wall, threaded, galvanized,
equipment and that part of the system shall then be retested. All pull section, combination utility metering and main circuit breaker section rigid steel or aluminum.
A. Electrical System Characteristics: 4 3W such replacement or repair shall be done at no additional cost to the and distribution section. Pan (board and panelboard components
Owner. (circuit breakers, control and indicating devices, etc.) shall be as 2. EMT (Electrical Metallic Tubing) may be used in all other
B. Guarantee: Furnish a written guarantee for a period of one-year from manufactured by Square "D" or approved equal Siemens, or Cutler locations other than those previously mentioned, unl s
date of acceptance. C. All circuits shall be tested for continuity and circuit integrity. Hammmer. otherwise noted and/or restricted by applicable codes.
Cod n Regulations: Work on under this Section shall comply Adjustments hall made for circuits not complying with testing
criteria. ears: 3. Conduit hall run s as not to interfere with other piping
C.
with t latest edition of the following: National Electric Code, a. us bars shall be rectangular cross-section copper with silver-
tat Building ccu ational g P fixtures r equipment.
State California Tlitl 4, All certified testing reports shall submitted t the Engineer r t plated joints, full-height in each vertical section with horizontal
Safety n Health Administration HA gra requirements, tate of D. . ,, 4. Th n all conduit shall cut square, carefully reamed
y (OSHA) q completion of project. cross busbars between sections us bracing shall not less
CaliforniaTitle17 and to all local cods having jurisdiction. In than short-circuit indicated on the Drawings or utility out to full size n shall be shouldered in fitting.
the case wherecodes have different levels o requirements, theE. Equi Equipment and parts inn of correction and discovered durin such requirements. Provide all lugs suitablefor copper conductors.
most stringent ruleshall ply. testing shall immediately repaired or replaced with all new Shop drawings must show lug sizes based on the actual
5.provided, here conductor enter a raceway in a cabinet, pull ,
conductors to be
equipment and that part of the system shall then be retested. All junction box, or auxiliary gutter, the conductors shall be
D. Wherever iscr ancy in quantity or size of conduit, wire, such replacement or repair shall be done at no additional cost to the b.
Copper neutral busbar shall be 100% and shall have terminals protected by a plastic bushing type fitting providing a smoothly
equipment, devices, circuit breakers, etc., (all materials), arises Owner.
the Contractor shall for all active, spare, or inactive circuits. rounded insulatingsurface,.
n t Drawing and/or Specifications,� n ,
responsible for providing and installing all material and services 1.05 iDTIFIC TION6. Underground conduit shall be, unless otherwise indicated,
required A. Ithe strictest condition noted on Dra ins and/or in Copper round busbar shall b full length with provisions for
ntif{cation naplat shat! a icarta 1/ " thick and of approve c` Schedule So PVC (polyvinyl chloride). The groundingwire in
22
Specifications to insure complete and operable systems as required by size, with bevelled edges and engraved white letters 1/4" high future length extension. plastic conduit shall be rated in accordance with Section -1
the Owner and Engineer. minimum on black background. Nameplates shall be provided for all f 00
2 NEC.
circuits i the distribution switchboards, and selector switches.
3. The main circuit raker shall a molded case type and have short circuit
E. General nSupplementary Conditions, s II as Special interrupting capacity f 10,000 AMPS atticsl or per servingutility s 7. her conductors enter a raceway in a cabinet, u x,
Inscriptions on equipment shall a identical to those indicated in • • unction box, r auxiliary utter, the conductors shall be
Condition apply in {tion to items in the Electrical Section. requirements, whichever is rester. Provide solid state trip units with j Y
Special attention is directed to the following sections: panels and/or motor control centers and other similar devices. Each long-time, short-time & ground fault adjustable pick up and delay and protect by plastic bushing
type fitting providing a smoothly
nameplate shall be provided with drillings and suitable mounting field functional test set.
rounded insulating subrace.
1, Drawings n Specifications at the site.
screws correspondingto finish of the nameplate. a inscriptions in
each nameplate shall be as indicated on the Drawings. 4. Feeder circuit breakers shall be of the bolted-on molded case type, with 8. All boxes installed outdoors shall be suitable for outdoor
2. Shop drawings n samples. thermal magnetic trips and shall rated at 120/240 volts with frame installations ask ted, screwcover and painted s directed p 1. ELECTRICAL CONTRACTORS PON I ILITY sizes, number of poles and trip settings as shown on the Drawings. the Architect with weatherproof paint to match building. All
Provide circuit breakers with interrupting capacity to match the main conduit entries to boxes shall be made using yrs " C UTiT "
3. Record ra in s. A. It shall be the Electrical Contractor's responsibility to obtain a circuit breaker. Series rated circuit breakers will not acceptable.
p Yhubs Series ST.
4. Cutting andPatching. complete set of Drawings and Specifications. He shall check the
Drawings of the other trades and shall carefully read the entire 5. Provide screw-on nameplates for all panelboards, 1/8" thick, Micarta or
I n{ u .
Specifications and determine his responsibilities. Lmacoi plate or approved size, with bevelled edges and engraved B. Installation Conductors.
5. white letters on black background. Nameplates shall be provided for all
6. 1.07 FINAL INSPECTION AND ACCEPTANCE circuits and panelboard enclosures. 1. All lectrical it shall install i conduit.
Guarantee
All circuit br skate shall b provided ith a device for locking circus
A. After all requirements of theSpecifications and/or the Drawe hav . breaker in "OFF" position and lugs UL listed for use with 7 d C wire. 2. All circuits and feeder its for all systems shall
be
. Tests.
n fully completed, representatives f the Owner will inspect the continuous from switch to terminal or farthest outlet.
F. All single or multiple conductors for signal or communication systems work. Contractor shall provide competent personnel to demonstrate
. tem to th full satisfaction of ach C. tainles teal star Pedestal. . Thoroughly cleanII conduit and wit a and seethat all art
shall v minimum (20%) twenty percentspares pulled and tagged. representative.
the operation of any item sys
r perfectly r before
pulling any wires. o not installn
1. a meter pedestal shall be mad entirely f 304 grad stainless steel, permanent wiring, without special permission from the
G. Testing: B. Final acceptance f thework ill mad y the Owner after r ceit
brushed finish, utilizing all welded construction providing superior Architects, until dirt i removed. Use no lubricant e t
f approval and recommendation of acceptance from each vandal and weather resistance. The tap shall be a side swing style that inralac r powdered soapstone.
1. Scan'. representative.P locks out for safety. The side swing top shall fully expose the meter
0. Infracan services of all n circuits a to the
existingcompartment for ease f setting the star and access to the test blocks. C. Joints in Conductors. Joints in 00 volt conductors smaller than o.
1.0 RECO DRAWINGS The top shall be supported b 3 large all stainless etas{ hinges with 3/8" 4 G shall made with cotchlok spring t con
systemshall e required.
n dors. of
ares .
{ns that are "lift-off" style allowing the top to be .completely removed. 4 AWG and larger shelf be joined together with approved type
A. Contractor shall furnish one set of reproducible record drawings A replaceable "x10", 3/16" thick Lexan Viewing window shall be proVided. pressure connector and taped with #33 3M type, three ( ) layer
b. Infrasc n certified reports shall be submitted on before final payment of retention. minimum to provilde insulation not less than that of the conductor.
completion to the Owner and Engineer. 2. The meter socket test block compartment shall be equipped with a Connections to switch or busbar shall be made with one-piece copper
PAT 2 - PRODUCTS watershed drainage channel and overlapping equipment panels that lugs. Splicing of all 600 volt or less in-line connections
#2 AWG
C. Scans shall be performedby an independent testing ensures a watertight design, Within the top meter compartment, the meter through 350 MCM shall be made with 3M brand PST connector.
laboratory it total connected loads in operation. 2,01MATERIALSsocket test block assembly shall b installed. The customer shall have the
tion to have a utility approved main disconnect located in this D. Grounding:
2. All circuits shall be tested for continuity and circuit A. Electrical Materials and Equipment shall be new and shall be listed compartment. The top shall be completely padlockable and accept
integrity. Adjustments shall be made for circuits not complying y Underwriters Laboratories and bear their label, or listed and
utility seal. 1. Provide groundingfor entire electric installation. Included,
with testing criteria. certified by a nationally recognized testing authority where U.L. 3. The utility compartment shall be located on the right side and house the but not limited to items as requiring rounding are:
does not have an approval. Custom made equipment must have complete landing lugs. a cover panel that can accommodate padlock and utility
3. Grounding System: hall be tested y an independent testingtest data seal shall b provided.
a. Conduit
laboratory t meet resistance specified in Part 3.1, D.3 of submitted y the manufacturer attesting to its safety. In addition,
these Specifications. It shall b this Contractor's the materials and equipment shall comply with the requirements f the 4. The left sid of the pedestal shall house the 0"x20" customer Neutral oridentifiedto conductors f interior wiring system
responsibility t make adjustments, required, to upgrade non- following: electrical compartment. The compartment shall a outfitted with a fully (transround),
complying systems to proper and safe operation. welded and hemmed stainless steel gasketed door that closes against a
1. American Society of Testing Materials (ASTM). watershed drainage channel. The door design and all stainless steel T-handle C. Panelboards.
4. II certified testing reports shall be submitted to the Owner at latching tem shall ensure water tightness and vandal resistance.
completion of project. 2. Insulated Cable Engineers Association (ICER), . Non-current carrying metal parts f fixed equipment.
5. The interior portion of this compartment shall hour up t a 0
H. All Core Cutting, Drilling, and Patching: For the installation of 3. National Electrical Manufacturers' Association (NEMA). circuit capable load center with a removable protective panel. The panel e. Telephone i tri uti n equipment.
work under this Section, the aforementioned shall be performed under shall only expose the breaker switches and shall be held in place by
this Section of the Specifications. No holes will be allowed in any 4. American Standards Association (ASA). captive thumbscrews. A stainless steel electrical backboard shall be 2. Furnish and install all ground rods ( /4" x 10' 0"), grounding
structural members without the written approval of the .A., provided for ease of wiring and grounding of electrical components,
wires, conduit and clamps. The size of the groundingconductors
Architect or i
Structural Engineer.r. ork ill be as directed n 5. National Board of Fire Underwriters ( FU). 6. The pedestal ass l shall be a single phase, 120/240V rated unit. shall be not less than that set forth in the latest edition of
Concrete ction of Specifications. The enclosure shall be rainproof NEMA TYPE 3R and the assembly shall the CaliforniaCode of Regulations, Title 24, State of
B. Conduit and Fittings. be UL listed for service entrance equipment. The enclosure shall be complete California and CEC, unless th rwis indicated.
1. Verifying Drawin s and Job Conditions: with all mounting accessories, hardware and grounding rods. Provide concrete exceed
I. Rigid conduit shall full weight threaded t alumina or foundation for all pedestals. Electrical contractor shall install and mount all Buildinggroundings tem resistance to round shall not
1, i Contractor shall examine all Drawings and Specifications in steel, except her specifically required to steel. Steel pedestals n ad mounted base with anchor bolts. . Quantity f round rods shall required to meet
manner to be fully cognizant of all work required under this conduit shall be protected by overall zinc coating to inside and the specified resistance.
Section. outside surfaces, applied by the hot dip, metallizing, or D. Conductors - Wire and Cable.
h rarizin process. Prefabricated Equipment. Installation of all prefabricated items and
2. i Contractor shall visit the site an verify existingequipment shall conformrequirements f the manufacturer's
conditions. Whereexistingconditions differ from Drawings, Electric Metallic Tubing (EMT) shall b zinc-coat steel with I. All conductors shall b copper.
specifications and installation instruction pamphlets. Where cede
adjustment shall made an allowances included for all baked enamel or plastic finish on inside surfaces. T /TH , Thermoplastic, volt, L approved, for
requirements off ct installation of trials and equipment, the most
necessary equipment to completeall arts of theDrawings and stringent requirement (code or manufacturer's instructions and/or
Specifications. , Non-metallic conduit: interior and dry locations.
ecifications) shall govern the work. ESS
a. Polyvinyl chlor{ (PVC) rigid conduit, Schedule 40, Type • �r and cab! shall a new, manufactured not ore than oaths
J. oDrawings: prior to installation, shall have size, type of insulation,
Il for underground installation only. voltage rating and manufacturers name permanently marked on
1. Drawings shall be submitted in six ( ) bound sets outer covering at regular intervals.
accompanied Letter f Transmittal, hick shall . Conduit and fittings shall b roue y thesame
ive a list of t n brand s o t dra ins manufacturer. 4. o conductor carry°can 1 0 volts or ore shall be smaller than
submitted. r ins shall be complete in every 1 .
p 4. Fittings.
respect an oun in sets.
. The Drawings submitted shall be marked with the a. Condulet type fittings shall be smooth inside and out,
name of the roj ct, numbered consecutively and taper threaded with integral insulating bushing and of the E. Seismic Design and Anchoring of Electrical Equipment:
bear the approval of the Contractor as evidence shapes, sizes and types required to facilitate installation
that the Drawings have been checked by the or removal of wires and cable from the conduit and tubing The seismic anchorage ofequipment:
Contractor. Any Drawings submitted without this system. These fittings shall be of metal, smooth inside Seismic anchorage of mechanical and electrical equipment as required
approval will be returned to the Contractor for and out, thoroughly alvaniz , sherardized or cadmium per Section 4-317(b) Part 1, Section 1632a and Table 16a-0 Part 2 of
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resubmission. lat . Title 2 . The anchorage details must be coordinated with the structural DESCRIMON OF RiEVISiION DATE APPROVED
calculations and the manufacturer's literature. The structural engineer
3. If the shop drawings show variations from the b. Metallic Cnul t Covers shall have the same finish as the
requirements of theContract because of standard shall justify the strength ade unce of supporting structure components. 7-
fittings and shall b provided for the opening of each -Y �J
shop practice or other reasons, the Contractor fitting her conductors do not 'pass through the cover. CII
shall make specific mention of such variations in
his letter of transmittal. if thesubstitution is C. Connectors,cou lin s, loc nuts, bushings and caps used with 1, Load is tab spell at t center e cavity s the art and
to b in n direction horizontally. Design stresses shall be in Electrical Specifications
accepted, theContractor shall be resonsibl for rigid conduit shall steel, threaded and thoroughly Y tri In _W__10
proper just rat hick a caused y t galvanized. Bushings shall be insulated. accordance with the Specifications for sign of the American
racific Elec 'c land Empire Trail
substitution. Samples shall submittedwhen Institute of feel Construction, Anchorage,- support and/or
T fittings, connectors and couplings, shall steel, attachment of said prefabricated equipment to the structure
requested. kj
tical zinc or cadmium plated, rainti ht, threadless, compression shall be Specifications.
acoranc ith thedetails found in the plans and Phase .2
4. h dra in s sh II a su itte for all elect
equipment indicated on plan and specified herein. or tap-on multiple int, steel locking ring type with
insulated throat. Die cast, set screw or indenter typesT2. All electrical equipment furnished under this Section of the
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are not acceptable. Specifications shall be permanently anchored to the floor or
1.03 WORKING TI OTHER TRADES JL?FpVeP MY
e. Flexible steel conduit connectors shall be of malleable pads and shall withstand lateral forceequivalent t two times
Specifications and determine the work t • e with gravity minimum. ari
A. Examine the Drawings an p Bron l or squeeze t or steel tweet-in t
pDESI RECOrED
erform by other trade. Provide the a and Dunt f insulated throat. The finish shall be zinc or cadmium io
electrical materials and equipment necessary to place this work i plating. Connectors that anchor the conduit a set screw • The manufacturer and/or supplier o said equipment shall certify
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ra r operation, completelywired, tested and ready for use. This shall not used® i titin to the Architect and the Office of Architecture and
SHAT
shall includeall conduit, ire, disconnects, relays, and other Construction of the ® of California that this equipment
DRAWN 0�
devices for t required operation sequence of all electrical and f. Conduit Unions shall "Erickson" couplings, or approvedcomplies with thea Specifications.
RR 4& t3l oF.
other systems or equipment. equal. Th use f runningthreads ill not be permitted.
C DWIW Sbialm DRAWING No .02120 107
RR Ph-dm Cucsma-am CA E317300= EKB-27M
PROJECT Sheet Na
PA06_1927\E3.1.dwg, 10/5/2006 2:22:55 IoM