HomeMy WebLinkAboutzT-1974SetI'.2"
-LEGAL MESCRIPTION -- ,
lo[ 7 of Joseph P. Hesahall Tract *, d' par Plat [ecordod In -1-- 38
of plats, on page, J0, re ortln of Klnq Colinfee
:yCE PT cha Beet 3J5 Loo t`of "a North 360 fee of the 10.1b 510 Lces
sncreof;
K e T that portion o[ a id lot onveyed o King Colin Ly for ra ad by
do ad, ro -ded under Audi tot's Pile Noe. 6 178059 and 6414810
MID CKCEPT that Portion of eaia Lot steer ibca as follow.:
nogl nnln9 at the lncn[em cion of the ten er line oL Primacy State I.,-
] (6unses 1119hweyl wl cha line Which 1, 50 feet Eaz ter ly of a A
+Irallel wise cne c erllns o1 flat, avenge sowcneasc, as established
1" 0 f[ Claim Deed [ o[ded under dual ta['e Pile 11 6414810; thence
ed os required 2 N.P.S.
--IB„
SLIPFITTER
4 \\ 4 %ZIO.D.
188 WALL BRACKET
ALUM, ALLOY 6063•T6'
-V2" B N C LOCKBOLT
GR. I8 -8 S.S.
FLUSH JOINT
A?. `0. D.
ISOFOOTCANDLE CURVES
(.. RATIO OF LONGITUDINAL DISTANCE TO MOUNTING HEIGHTI p
�:nLn 1'58'11' Waet along eaid parallel line 250 Lecc co the Trd� Po,nL TAPERED ALUM. POLE I z
f neglnnln9l•msnee norcn 1•se'tz• cede .lori9 said parallel line 179.1 %•fir WALL ALLOY 6063 -T6 1H4 r .I
ioat o she point f curvature Of a 15 Loa[ radius cu[va - the right;
licnca HorU:aancariy atan9 said ease 29.52 fees to cne wins o[ comps.. SATIN GROUND FINISH
w; Ch a 1181,1) Loo[ adiva c vv on ..cts ,ne Sou Neaa c. :sn
•���ye'd�ing rerallel wlen end so feet distant iron she ef- remantionea _
can terllna oL Pr lmnry Stnte Ill9hwey No. 1; thence Wortheae.. rly along - O
c 91.0) salt Lo s'point [ Can9encyl [hence North 76.18'11• Enac ai F• ,I
feat con lino welch la 100 fast Lrom, wnon meesurca ac r19nt angles at. P 4
Pnrnl ]el will. the reels ilnn of . id Tract 71 thence Sou,h 1.11.16• West :. ¢ PFR '1400 LAMP LUMENS 0'
.I lon9 eaia parallel line 110.16 teat so a point which bears sou cn BB•19 HAFT
.1st from t1,a Tell I'll oL Oaginnia,, tnence North BB•l9'JI•' Haat 16 <. (-' 257 3of 35'
I! et to the Trwe PoinL of De9innln9+ /7 NOTE 1 FOOTCANDLE • 10.76 LUX
.t:ln EKCr..PT that Portion of Los 71 descrltad ea lol lows:
I•ginnin9 It she insarso -Lon of tea east line of sofa Lot 7 and . linr CL �8/3 /1 '�•�'� / 2 MOUNTING HEIGHT COR RECTION FACTORS FOR OTHER THAN- ILFEET..
ien ;c parallel to and 50 feat Gilt- from she cc terline o[ Pr imarl J
.1� a 11igllwy :lumbor 21 tnence slate 76.28.21• West along said plllllb: USE TABLE BELOW OR FACTOR • ACTUAL MHI
line 103.46 feet [O Lna Hen, line O( the East 100.00 [act of sa a LOL p pp .12• Waat along slid Want line 100.11 [sec: chance So: T ,�BCJ ,�LJp MOUNTING
r.ss no 0; Lnoe to the I:set line of acid Lac 7: cn 61 H <. �HETGN7 -FEET 20 2$ 30 35 40 4S 50
iw'26• E L .!on.) paid Ease line 207.28 fed: to tl'.c Trde Paint o(or
.;l; rte' 1.0 an caseemn• owe chat Portion of Tce 7. Josepn P. iulahal. FACTOR
..rd(ny to ine pi rass recorded in Volume JB of Hats, rive 30. 2 •2S I .44 1 . 001 U •73 0.55 O,d4 0.35
:�:•1 Co::'cC1 h'ash"th con,
nytr of na Eaac 135 Lee, of aa,d Trans and n ,nn a {rap " I[" TO 12"
Innd 20'feet i width -sending 10 feet on eacn lade o[`tne fol lowsnl
n:scriwn a nsar line: r BOLT CIRCLE
-inning a sea sodchaaac turner of ea;a xact ): tnence 1wr,n it •z1•:•
5, ninny Lhe Fast line Cha[no( 430 feet; thence lturth BB•)9'o {• H
+'ral Ill sa Lh,: So— line of :aid Lraet, 135 fee, is u,e Trdc r e (4) I" BNC GALV STL.
::hence Worth 17•2.56• Went 47.17 teas la the Po ins or`dd 4 1/211 OF BOLT
1, a cne right hawing a radius of s.I fen,{ ,hence Hart a e ANCHOR BOLTS WITH
ale ng`Lno a of said cue a 111.51 fee ; [hence III th 44.51'12• H tc)� FIN-
ABOVE AT/MMR3 Td�
ms, co tneVEaacarly tine aL tlB to ave. aoutncasc and t' NUTS AND WASHERS
2'IN NE rA
of .1ia cdnterllne. /15TAILE4 ONLY
8 "O.D+ 151 HANDHOLE (SHED GRADE yNaRywEArc
4' z 6" OPENING 4 'CONCRETE PAD 50• of AfloyE-
GROUND LUG W/COVER AND
S.S. SCREWS
+. ,S 41
BASE FLANGE ALLO`r
4 3 -66 -T6 WITH BOLT
COVERS a S.S. SCREWS?+1.I. -tl
•-- a�INeyt� �.
DARD DAVIT POLE
/e e
SCALE Z®'
LEGEND
0
INDIVIDUAL JUNCTION BOY.
PER 1000 LAMP LUMENS
LuMINA.'RE STAeIDARO f ANCNbR SASE
-ice --
1z' SCHEDULE 40 PVC W1TQ (2)+16T-NW CU,
-_.
1t" SCHEDULE 80 PVC.
0--<D'
FUTURE LUMINAIRE CHIC),
N•i.C.
NbT IN CONTRACT
O
Pu GET Pow ER TRAH5GDl7MEf_ VAULT
- --
EASCM--i1T P'IARK1nIGs
N,E. SLI1NSE7 BLVD. 2100
DUVALL ZNT6RSECTIOM STA T IONiNG TO
����r CENTER OF S. R. 9oO
- ��2 INTE R5ECTION
-- - `EX_FH. - - -- / -
To CONTROL CA3INET EX. CSMH�
A3 SLINSET AND DuVALL
/NSTALL DECAL N11%,6ERS
(1EA7-1C4LLY
AV,V9,E.P /NG r- X4VP1-E5
L&TY OWN£D D LO EET OOWERO
0
Z �c�
\C�
l
p T.�•7FF /C
� Lam
LML . PLAN V IEW
r' L /GNT STANDARD
DECAL NUMBS //VG Y -BEM
GENERAL @) )ELECTRIC
PHOTOMETRIC DATA
LIGHTING SYSTEMS BUSINESS DEPARTMENT
HENDERSONVILLE, N. C. U.S.A., M39
PER 1000 LAMP LUMENS
LUMINAIRE .
GE M400 OR M40OR
REFL. 3S- 231865 -04 OR -05
REFRACTOR 510
SOCKET POSITION 6
LAMP
200. 2SO OR 400 WATT HPS
GE N0. LU200. LU250 OR LU400
ANSI NO S66.SSO OR SSI
ANSUIES TYPE 1972
MEDIUM /SEMI CUT -OFF /TYPE III
CIE TYPE
NON CUT -OFF
WIRE RUNS. GROUND LUG
GENERAL INFORMATION
TEST DISTANCE 25 FEET
i MAX CANDELA 851
MAX CONE 67. S'
MAX VERTICAL PLANE 72.S'/207.5
MAX CANDELA AT 90• 24
MAX CANDELA AT SO- 177
NADIR FOOTCANDLES 0.09SSO
NADIR CANDELA 86
MULTIPLY ALL LUMEN, CANDELA, AND
FOOTCANDLE VALUES BY THIS RATIO
TAMP LUMENS
flAT10 •ACTUAL
1000
PHOTOMETRIC TEST IN ACCORDANCE
WITH IES GUIDE
LIGHT FLUX VALUES
_,,e
FOUNDATION
LUMENS
PERCENT
OF LAMP
DOWNWARD
STREET SI DE
56B
56.8
STREETSIDE
l5
1.5
DOWNWARD
HOUSE SIDE
165
16.5
UPWARD
HOUSE SIOE
7
0.7
TOTAL
7S5
7S.5
TESTED DATE
APPROVE ' DATE I y
OATS f ,
TO LUMINAIRE
*8 BARE :COPPER
LUFIINNRE
No
GROUND WIRE
REQUIRED)
TYPICAL DESIGN 11811
I
JUNCTION BO
GROUND
FUSE KITS
SYSTEM WIR '••
ONTAC- '''
SPLICE KITS QUICK DISCONNECT
TOP CONCRETE
' FOUNDATION TO BE
10 AMP IN LINE FUSE
LEVEL WITH TOP
CLEAR EPDXY SPLICE- KITS - S.E.C. OR EQUAL
KITS ON ALL THRU
OF SIDEWALK OR
CURB.
WIRE RUNS. GROUND LUG
I1
2" MIN. GROUT PAD
I 14"'M IN.
UNDER POLE BASE
��..
DRAIN HOLE
2- (SIZED AS gip;'
LUFIINNRE
No
II
REQUIRED)
A @T's
LE.tSGTH
CuRCuIT
fall.
LIGHTINGq
GROUND
STA 4 +25
SYSTEM WIR '••
ONTAC- '''
°° CLAMP
c�:
CONC.
ii PAD
TOR
PVC
CONDUIT
I I
40' 01• LT
SYSTEM
L
I1
I I
PVC CONDUIT
40' O" LT
II ll
SYSTEM
CONCRETE
3218 H
_,,e
FOUNDATION
40' 0" IT
n
A-1
3' SO. OR RD. _L
5/8 x 8 0 4' DEPTH FOR POLE HEIGHT
COPPER -CLAD 'GREATER THAN 25'.
GROUND ROD 3'DEPTH FOR POLE HEIGHT
25' OR LESS.
TYPICAL LIGHTING UNDERGROUND SYSTEM
.•i
LuNIINAIRE SCHEDULE
LUFIINNRE
No
Po LE
LE-NTDU
rZor PALE
TO rtoF R.Ab
A @T's
LE.tSGTH
CuRCuIT
fall.
ReM?.c: -KS
I
STA 4 +25
40'O LT
a
A-1
PPOTO Ce
STA Co +Oi
40' 01• LT
8'
- 2•-1._
STA �+6
40' O" LT
8'
A•
3218 H
STA +07
40' 0" IT
a
A-1
2 'P VG 50(,40 VJ/eG -rOVJ O.F
322`1 N
s n 10+7
40'0 °LT
8'
I
TYPE
_
See Append lx '3225H
SPEAKER ANb 201h1TACT02, SCHEDULE
ona35
- 175819 1 IES o2. SERVICc $
MPN V R 3RANCN C.WTACfol-
CwwiT uu
SF94ire
A nLPZ BRa A103 el ?S R-1-
Go
CiREUir A 1
ZD L tN itess I -6 `
,(2:' PVC SCN. yo
W/ 3d C-, TNW CoPPCt2
ET t''o41Er- -rM%S.
2 'P VG 50(,40 VJ/eG -rOVJ O.F
`
12-0/24D voL.r -- - -_ - --
I
TYPE
_
See Append lx '3225H
ffi
Ih Specf{'1ca7'loh Sl-A 4 +?-
138TH AYE ME. (DUVALL)
3 +00
4 +00 5too 1i I
ETA 2 +75
-_- - =EXISTING STREET IGHT 42' - -®
- -1'r - - -- - l.R. CONC. SIDEWALK
(�- - - - - --
c \EKISTIIVf', 'C' SLJNGTtON ?pox
CI !°MR��i� TCPtJ Twots* •r-- ww..ew•e sA.- tL O•.m>�as.� ♦L ate....•... 2.1 n. �r> /L/ "'
rtiaw • e�Bdl�. �
_ -•TYP. CONC. PAD R/W LINE
SIDEWALK
CURB
V
v, — — RDWY. C
CONCRETE PAD DETAIL
LIGHTING STANDARD a JUNCTION BOX
%I
4.
CURB j_- =:''��
SIDEWALK JUNCTION BOX
—'— R/W LINE STREET LIGHT POLE
IOMIN. PLAN VIEW
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
i
• I '
I
I1 �+
•�'e •�:II i= J•bv'��A'•I.•;Q F7.,�c1c'i LR� 1
SIDE VIEW
Trench locations "" NOTE: CLASS '8' CONCRETE
not to scale I - ='^ �'
_�•: /. :e TO BE USE IN
TYPICAL STREET CROSS SECTION' �:'
�.' "' CONSTRUCTION OF PAD
TYPICAL LIGHT BASE AND
= • l �•
JUNCTION BOX LOCATION
INDIVIDUAL JUNCTION BOX
NOTES
1, COMPLY WITH CITY OF RENTON "STANDARDS FOR STREETLIGHTING DESIGN OF
RESIDENTIAL AND ARTERIAL STREETS ".
2. COMPLY WITH NEC AND LOCAL CODES & ORDINANCES.
3. SCOPE OF WORK:
A. PROVIDE FIVE (5) STREETLIGHTING STANDARDS WITH 400 WATT HIGH
PRESSURE SODIUM COBRAHEAD FIXTURES (GE M 400A DROP LENSE) ON 40'
ANCHOR BASE POLE.
B. PROVIDE HANDHOLE AT EACH POLE BASE WITH INTEGRAL 4" PAD OVER
ANCHOR BASE.
C. FIXTURES WILL BE PHOTO CELL CONTROLLED.
D. PROVIDE HANDHOLE ADJACENT TO PSP &L HANDHOLE WITH IN LINE FUSES. -
E. PROVIDE COMPLETE CONDUIT AND WIRE SYSTEM.
9. BURY ALL CONDUIT A MINIMUM OF 24" BELOW GRADE. ALL CONDUIT SHALL BE
2" PVC WITH (2) #6 CU. THW CONDUCTORS AND (1) #10 CU. GROUND. PROVIDE
SHEDULE 40 ON ALL LOCATIONS NOT COVERED BY STREETS OR SIDEWALKS. PROVIDE
SCHEDULE BO UNDER STREETS AND SIDEWALKS.
S. INSTALL GROUND RODS & SPLICES IN JBOXES AND IN -LINE FUSES IN HANDHOLES
AT EACH POLE. '
6. LUMINAIRE - GE M -400a CUT OFF WITH DROPPED LENSE FOR 40OW HIGH PRESSURE
SODIUM LAMP WITH REGULATOR BALLAST RATED FOR 240 VOLT OPERATION. IES
PATTERN M -S -III.
7. COORDINATE WITH PSP &L RENTON (PHONE 255 -2464) CONCERNING SERVICE
REQUIREMENTS.
0. COORDINATE INSTALLATION WITH EXISTING UNDERGROUND UTILITIES. OBTAIN
ELECTRICAL AND STREET CROSSING PERMITS FROM THE CITY OF RENTON.
I
9. INSTALL A PULL TAPE IN ALL FUTURE CONDUIT RUNS. LEAVE MINIMUM 3' TAIL
COILED IN EACH HANDHOLE.
10. CONSTRUCTION NOTES
A. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL AT THE
EARLIEST POSSIBLE DATE.
B. AS -BUILT DRAWINGS WILL BE REQUIRED ON COMPLETION OF ALL PROJECTS.
C. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES REGARDING THEIR FACILITIES
LOCATED WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO COMMENCING WORK.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
TILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AND
THE CITY IMMEDIATELY UPON DAMAGE.
PLAN VIEW
TYPICAL FI!SE B SPLICES KIT a: U)
� 7
.. ' tL LLJ
N
WYE SPLICES I L
INLINE SPLICE �,. W
- - " SPLICE KIT _� 00
Z °SCH.4o PVC STUB
'(o PLITURE STREET LIGHT I :D ® �f Z_
119 `" °0 LOCw1TlON. -I"ERP'11NATE I N .I f W
IN TYPE 'B' .TUNC.TIDN I C' ®
LLJ aDY.. z 0
DA FUSE KIT 1rJOu 112 I S oc 1 U1J z Ni
-SALE : 1 = 20 sso� \`� _5'-- LU W Qa
2" PVC SC4IE ULE 4c) W /z,( -THW CoFPER.� G U Q Q
STA ID +70 a i-
- - - - -- - 3227 N - Z .+o z
4a Cc O
0 0o LLo a=
(DUVALL) 136TH AVE. N.E.
� so +oo
8 +0o s +00
b+oo '7 QO 0
u xl 2
F-
a' PVC SCHEDULE 4() \,j 1Z" THW COPFER STA.8 +07 x 322 $ FI
STA. G+ 07-y
3226 H I- S L
C'lcprolt- 'rat,U II►1t- -r, cm- ait.0 \L JA C'IrrlI -9 le. A1 TCCSnr1 fp I,a i //i-7
�a
WZ
Co
CO
Co (Ij
}
� m
- Z
tF
� > a
Q W
¢
0
Q
Z
O N
z O
W 00
f
Q
I^
Q
PLAN VIEW
TYPICAL FI!SE B SPLICES KIT a: U)
� 7
.. ' tL LLJ
N
WYE SPLICES I L
INLINE SPLICE �,. W
- - " SPLICE KIT _� 00
Z °SCH.4o PVC STUB
'(o PLITURE STREET LIGHT I :D ® �f Z_
119 `" °0 LOCw1TlON. -I"ERP'11NATE I N .I f W
IN TYPE 'B' .TUNC.TIDN I C' ®
LLJ aDY.. z 0
DA FUSE KIT 1rJOu 112 I S oc 1 U1J z Ni
-SALE : 1 = 20 sso� \`� _5'-- LU W Qa
2" PVC SC4IE ULE 4c) W /z,( -THW CoFPER.� G U Q Q
STA ID +70 a i-
- - - - -- - 3227 N - Z .+o z
4a Cc O
0 0o LLo a=
(DUVALL) 136TH AVE. N.E.
� so +oo
8 +0o s +00
b+oo '7 QO 0
u xl 2
F-
a' PVC SCHEDULE 4() \,j 1Z" THW COPFER STA.8 +07 x 322 $ FI
STA. G+ 07-y
3226 H I- S L
C'lcprolt- 'rat,U II►1t- -r, cm- ait.0 \L JA C'IrrlI -9 le. A1 TCCSnr1 fp I,a i //i-7