HomeMy WebLinkAbout3992-6LENS ROCK GUARD —INGROUND UP UGHT
h
HA;CO NO. 14-H-0 (NO REFLECTOR)- X,
13y4"%1'*_
100H (100 WATT PAR 38 SPOT METAL TYPE 18'
12 1/4" DIA HALIDE LAMP)-120V-CP4 (CONCRETE POUR)- LUMINIS ARCHITECTURAL LIGHTING
ICG38 (INTERNAL CUT OFF GRILL TO REDUCE ECLIPSE W618 -M50 -277V
GLARE) POLYESTER/FIBERGLASS HOUSING 50 WATT MH, 277 VOLT . . . . . .
W/NO. 14G LENS ROCK GUARD - ------ T
RECESSED CAST 21)/2"
HEAD: PVPT1 -250 HPS-PG-V-277-COLOR
BACK BOX
15" DIA. X 6" DEEP ARM: XBC1 HEAD� PVPTI -250 HPS-PG-V-277-COLOR
CONCRETE POUR SEE r
POLE: RNTA-216-250-PT27-COLOR- ARM: XBC-2-180
�,, � I -a N, m_ BMLA I nc.
1-1 3-1 W;1 UIE CAST BASE
14 5/16",,, LAMP HADCO INSTALLATION g, mgg POLE: RNTA-216-250-PT27-COLOR-
11SA
DIE CAS f BASE
INSTRUCII
- "11- 9111 LANDSCAPE ARCHITECTURE & SITE PLANNING
A
-150 H PS -PG -V- 277 -COLOR
HEAD: PVPT1
310 N. JOY STREET
CMU WALL
ARM: POST IOP MOUNT
24" CORONA, CA 92879
P
DF
POLE: RNTA-' 45-1 88-PT27 -COLOR -
DiE CAST BASE PHONE- (951) 737-1124 FAX: (951) 737-06551
_0
PROVIDE 09" DEEP GRC -41
..........
COMPACTED PEA CONDUIT
GRAVEL BASE
A,
24' 249
_10 ---
INSTALL RE -ENTERABLE
CONDUIT
3/4" 5" DIA. ALUMINUM POLE 6- DIA. ALUMINUM POLE
ENCAPSULANT 3M4442 6" DIA. ALUMINUM POLE
16'
POTTING COMPOUND COLOR COLOR
COLOR
AT ALL (-."ONDUIT/WIRE
WHEN THE FIXTURE IS HOV RE-TIORQUE ENTRIES - PROVIDE GADUMET
ITHE LENS RETAINER RING -10 'SEAT' THE BELOW SEALANT TO PREVENT
SILICONE GASKET. (THIS WILL CREATE A PUTTING -,COMPOUND FROM
VACUUM WHEN FIXTURE COOLS'
LEAKING OFF.
WELL LIGHT FIXTURE'__rj
N
CONCRETE FOUNDATION (TYPE V) CONSULTANTS.
25-00 LBS 0 28 DAYS
TOP OF WALL RADE WITH BEVEL TOP FOR DMNAGE REEDCOW ENGNMRING
"SAND BLAST" FINISH
CONSULTING ELECTRICAL ENGINEERS
CONCRETE FOUNDATION (TYPE V) CONCRETE FOUNDATION (TYPE V)
2500 LBS 0 28 DAYS 2061 Business Center DrNe, Suite 110
2500 PSI 0 28 DAYS
WITH BEVEL TOP FOR DRAINAGE
CONDUIT 24" BELOW GRADE "SAND 13LASTO FINISH
�4 WITH BEVEL TOP FOR DRAINAGE Irvine, CA 92612
�SAND BLAST" FINISH
(949) 752-1278 FAX. 1,949) 752-128
ALL RISERS AND 90' BENDS
A i E-MAIL ee@reedcorp.net
b) SHALL BE PVC COATED
=4
LL 30"
�vi ANCHOR BOLTS
j_�
.A
- .1-1 J�
- BY MANUFACTURER
f)4 300 30, -4'
�4 r
iow
0 LBIEL STEP
0 'LIGHT LIGHT STANDARD'P'-o FINISH GRADE
Ts
(ALSOSAME AS FIXTURE ILBI, SHT. EB -3) N�
T -r
T 1 E -d 1 i= HOR BOLTS -"Iqc BOLTS No�
H_ 7531
i i j i it
=H j1=1 �4 .1
-NUFACTURER
--BY!
'n
U
T
CONDUIT(S) 24- BELOW GRADE. E=i i F
12" 24" BEL9W GRADE. ':L!�C0141DUIT(S) 24" BELOW GRADE.
LL RISERS AND 90' BENDS
C COArED RGS. `---ALL RISERS AND 90' BENDS
BE PA,
ALL RISERS AND 90' BENDS
72 72-
66 Uq_',Lg��IALL BE PVC COATED RGS. L=J I
HALL BE PVC COATED RGS.
7-
4 J,,
FOOTING AND REBAR TIES PER
T LCULATIONS STRUCTURAL ENGINEER CALCULKI-IONS
b'l FOOTING AND REBAR TIES PER J
STRUCIURAL ENGINEER CAL
_�A STRUCTURAL ENGINEER CALCULATIONS
AND DErAIL 'X AND DETAJL 'J'
1 L
AND DETA
L
LIGHT STANDARP 1_0 LIGHT STANDARQ' LIGHT STANDARD 'A'
N
<1 N,
N.T.S.
WALL LIGHT FIXTURE -'--o
w
N
z
L �'CAPE SIGN 'LIGHT
Q'i
ANDS UJI
HUBBELL NO, AFF -64E -WL -120V
UIT CL FAR 0
k2-F32-T18-aW LAMP)
POLYCARBONATE LENS, SET 36" FROM AVALL
FINISH= BRONZE AIM AT WALL AS '40 , cl. ROUND 571"f -Ell POLE
>1 VERWY EXACT LOCATION PRIGOR To DIRECTED (:2) 90-T COVER
6
(I DRY PACK GPOUT AT BME Uj
U z
04 1 n" PADIUS
4l, 5 1141 RELIEF m
6 LE4 11AWRINT V41FORM LINER w
8FT. CLEAR $ ORM LINER BY )m :�i
POLYCARBONAiE LENS 7 w
9 tw7j EXPANSION JOINT
UO� FINISHED SUIRFACE Q
z
7" 09 FINISHED GRADE 0
b-, 121
CL
tri 0
4S W.P. i -BOX
P4 cn
RIGID CIONDUIT 10" MAXIMUM EDUL z
PER SCH E
CD
4'
I Z
I FINISH GRADE,&k
T mi & w
z
0 C/) 0
A
-H �,=H I cj) cn
< z
M-_
n
iNSTALL RE -ENTERABLE ILL
w
U.
ENCA-PSULANT 13,M4442
0 z
POTrING COMPOUND U') Z
AT AUL CONDUIT/WiRE ENTRIES PROVIDE 6" DIA. 2" D. Lo
CONDUITS ALL 90' RISERS j(BENDS) ROUGH CONCRETE POUR, L�PER 0 z z U-5 0
k SCHEDULE
(PVC SCH 40) SHALL BE PVC SCH. 80 U. < LL
24" BELUW (RIGID CONDUIT ABOVE GRADE,)
GRADE PAINT EXPOSED CONDUIT COLOR
-4 TO MATCH FIXTURE FOOTING DECORATIVE DETAI�
LITHONIA NO, KSF1-250M-R3;;-LEX- (FOR POLES A, B, C,) N.T. so SHEET DESCRIPTION.-
TB(277V)-DD8'BRONZE' )
(25OW M.H., MULTI -TAP BALLAST) LITHONIA NO. KSF1 -25OM-R3-LEX- ELECTRICAL DETAILS
WALL LIGHT FIXTURE TB(277V)-DD8(BR0NZE)
N__o (250W M.H., MULTI -TAP BALLAST) BASE PLATE & A.B.
BY POLE MFR.
I -A POLE, FTG.
3-#3 TIES SLOPE, T1 YPICAL
FINISH GRADE DATE PREPARED- 10-26-05
AS NOTED
ALUMINUM POLE ALUMINUM POLE DRAWING SCAL .
LENS ROCK GUARD !NGROUND (IN CONCRETE SLAB) UP UGHT 4" SQ X .188" THICK 4" SQ X 188" THICK 30" (POLES A, B, cTj1 DRAWN BY: MH
FHADCO NO. 132SS35HE, 35W, M.H.', PAR 20 FINISH AND COLOR TO
FINISH AND COLOR TO 36- (POLES K, Ljvj RR
WITH CPS33 CONCRETE POUR KIT -277V* 'IXTURE DESIGNED BY:
MATCH FIXTURE MATCH
9 i /2" DIA
CHECKED BY: RR
TAMPER RESISTANT TAMPER RESISTANT
HANDHOLE COVER HANDHOLE COVER La
2,500 PSI
CONCRETE CITY OF FONTANA APPROVALS:
Ld
H, V)
J�Dl (TYPE
5" DIA. X 6" DEEP in L , --.-§ L_
"Mt,41 BOLT COVER (.288- HEAVY GAUGE BOLT COVER (.288" HEAVY GAUGE c; "\ - 0 Engineering
cn 0
CONCRETE POUR SEE
I i ALUMINUM) WITH BOLT DOWN LID ALUMINUM) WITH BOLT DOWN LID
1H
12 3/16" 11 Lffi'mp
HADCO INSTAI LATION
I COLOR TO MATCH POLE COLOR TO MATCH POLE
L=l 1��I`l N 3 1 Parks
1 3 INSTRUCTIONS.
I J
22�-6" 22;-6"
Li 24
CONCRETE FOUNDATION (TYPE V) CONCRETE FOUNDATION (TYPE VIN
TTH-�,_n I r- z
20' 20' Date
2500 PSI @ 28 DAYS 21500 PSI @ 28 DKYS I
A
�4 WITH BEVEL TOP FOR DRAINAGE WITH BEVEL TOP FOR DRAINAGE VERT. REINF.
LIJ
SEE SCHEDULE m
ly
4j PROVIDE 9" DEEP
/__j
COMPACTED PEA
%G�VEL BASE
Date
T
CLR.
11 ',1 IF;El I FEI I EE INSTALL RE -ENTERABLE 3
3/4- CONDUIT
ENCAPSULANT 3M4442 POLE FOUNDATION SCHEDULE
POTTING COMPOUND
4:
AT ALL CONDUIT/W11RE CAISSON
AT FIRST 'BURN -IN', WHEN THE F1 XTI U R_ 'E__ DIAME7ER c
APPROVED:�
ENIRIES. PROVIDE GADUMET
.4E
IS "HOV, RE -TORQUE THE LENS INER BELOW SEALANT TO PREVENT 36" 36" SEE SCHEDULE POLE PED01AL IMM IWOR00 1001M7 CITYENGINEER 51152 R,C.E.
(24 RING TO 'SEAT' THE SIUICONE GASKET, PUTTING COMPOUND FROM
Tel HIGHT IN= AM 915, GR 60 Fm
1H, I FINISHED GRADE
, I: FINISHED GRADE
(THIS WILL CREATE A VACUUM WHEN LEAKING OFF, 1. I� I i - I ELEVATION
OTIN S) 24" BELOW GRADE. CONDUIT(S) 24" BELOW GRADE. 3010V 62
FIXTURE COOLS) t CONDUIT( _009
jr I hi TYPE A 30" 6-#5
ALL RISERS AND 90' BENDS H1, ALL RISERS AND 90' BENDS
SHALL BE PVC COATED RGS. SHALL BE PVC COATED RGS. ITPE B 30" :Sol* 6-#5
0 72" 72"k
rZ4
ANCHOR BOLTS Z_ ANCHOR BOLTS
WELL LIGHT FIXTURE' I � -
-#4 W-6$9
A, j BY MANUFACTURER TYPE c 301, 24" 6
-A :_� I _ I A&AA&VVVVVVVV4VV~
1-4 ___G
0 N. BY MANUFACTURER :4' A 60-00
1 12 K 36" W 6-#4
12n LAP DIAL
FOOTING AND REBAR TIES PER a .4� - - - - TWO WORKING
0 �v -#4
FOOTING AND RERBAR TIES PER
TYPE L 38 1 24 1 6 BEFORE DAYS BEFORE
STRUCTURAL ENGINEER CALCULATIONS STRUCTURAL ENGINEER CALICULATIONS YOU DIG
P4 YOU DIG
�4 AND DETAIL V AND DETAIL V 4
A TOLL FRIEE 1-800-422-4133
4� A PUBLIC SERVICE BY
3" CLEAR TO TIES UNDERGROUND SERVICE ALERT
LIGHT STANDARD' LIGHT STANDARDW
K TRACT #16868
N,kio SEMI -ION
�4 z P. N. 3 9171,
0 SB -16 -PW -06
E-6
> cz�
w <_ POLE FOUNDATION DETA CIQ
04 n� cvt
�4 (FOR POLES A, B, C, K, Q N.T67@
0
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Sheet 6_ of
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