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DEI'0T1{EN'I'- 3l13J2019 I 4:]
DacuSigr6 Envelope ID: 50349A1 A-2D4D48EI3-BB23-8A2834BB565E
COMPlaNENT SCHEDULE,
METERE3ASE' 2N AAIP_ 4 JAW_ EI-LLVE U2C4-1v ANLTAL BY-PASS.
W4 51}1 JAW AT 9;{ip IN)SITION
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NOTE;
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SERVICE CABINET NOTES 1��,PLANT~I -
• i PUBLIC WORKS STD. P
�. DEPARTMENT GAZ3/13/2019
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DacuSSgr Envelope ID: 5D308A 1 A-204 D-421E8-131323-6A28341313565E
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CABINET FOUNDATION
* 1:103LiC WoRks DETAILS
DEPARTMENT
No.
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PLAN - t2153_2
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CONSTRUCTED
REVISION
DdcuSigr Envelope ID: 50306A 1 A-2041348E813823-9,429MI36565E
GENERAL NOTES-.
1, ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO a= MAINTAINED 0.1 L=1_r_L GRAD_ r
THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED {I. E J.UNC-IGN BD ES, _UMINAIRE
POLES, TRAFFIC SIGNAL PO? ES, SIGN POSTS]-
2. ALL OTHER TRANSP RTATI0v INFRASTRUCTURE SHALL BE PROVIDEC TO 3E ON LEVEL GRADE
ONCE CONSIRUCI-ION IS COMPLETE.
3, ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRJCTION
LIMITS SHA'-L MEET CURRENT ADA S-ANDARDS(I.E. JUNCTION BOXES SHAL_ HAVE NON-SKID
LIDS).
ALL NEW TRAFFIC. SIGNAtiS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECT[ON
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5, ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THENREINSTALL�O AT A LATER
DURsNO CONSTRUCTION SHALL BE RE -INSTALLED TO CURREN- STANDARDS.
6, SIGNAL POLE, LUMINAiRE, AVD CABINET FOUNDATIONS SHALL BE CLASS 4000P OONCRETF-
7, ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIG -NA- POLE FOUNDATIONS
SHALL INCLUDE A CONGRET= PAD AROUND THE FOUNDATION. PROPOSED DR EXISTING SIDEWA' K
SHALL BE CONSIDERED PART OF THE FOUNDATIDN PAD- FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE A_LO.W -
81 WHEN T-iF TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED' AND
REIVIA:N FUNCITIONAL, NEW PERMANENT/TEMPORAR-Y VIDEO DETECTION SHALL BE INSTAL-ED.
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION,
9, ALL TRAFFIC SIGNAL SYSTEMS, ILLJMINATIGN SYSTEMS, OR CTHER ELECTR CAL TRANSPORTATION
S" STFMS ARE SUBJFi�'T TO IN P C-ION BY CITY OF RFNTON TRANSPORTATION OPERATIONS
I':''-'.:N.TENANCE DEPARTMENT' PMOR TO FINAL ACCEPTANCE. CONTRACTOR TO. COO-�DiNATE
IN PEcl'ION WITH IHL IRANSYOHIAI'€ON GPERAIiONS MAINTENANCE MANA,L',� OIL OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE,
TItANIISPORTATION NOTES STD- 1=Cara - 1s5
DEPARTMENT GAZ3r'T3%2D19 I :1
DIAMETER = 7/�"
�_4-7/8R.
1 " Loan ur1= 1 /4„
FUSE
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CUTTING RINGS
FUSE SIT
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INLINE SPICE
Tilt 7t'Lll.t
SPLICE KIT FUSE KIT & SPLICE klT DL&TAII.S
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fir• UT .DATE,04/N
nwf-. NANAF' .Iris 7 cP Pare im s
SURVEYED, 564LE:
wEFnCAL' NAwD 1988
N .T. HCRI26NTaL NAD 1993/1'A I
OESIGp1E0; I� I
T1 T❑k❑ro
OWN:
T. Takaro II
ONE INCH DATUM
6HEQKECS AT FULL SCALE
' BICICt IF NOT ONE INCH
BY DATE APPR M?Rvim scKE AC44ROIN6L1
0. Sicket
Rj T F
E T N
Planning Building; r .::'I1' :`:'._:1I' Depk.
TYPICAL LIGHT ND JUNCTION BOX
CONCRETE PAD
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VARIABLE MIN-
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FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX `B'
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FRONT VIEW SLIDE V2EW
TYPICAL JUNCTION BOA{ 'Cr
CQN RETE PAD
4' .. d _. _e' a
FRONT VIEW S'DE AEW
STD. PLAN - 125
PU13LIC INOWK5 TYPICAL CONCRETE PAD DETAILS r.OVEn
T}aFkRTMENT70
RECORD DRAWING
03-15-2021
NO RECORD INFORMATION
SHOWN ON THIS SHEET.
VTENW
Transportation Engineering Northwest
Trunsporlotion Plannfng I Design I Traffic impact & Operi:ptfom
I 1 aaD 5� 8tr1 5 rrect, S uriii 21?C- 9ellovu�, w.a 9ffiOOa
CffiV-9 (4;?51 6$9-6i 7
Project Cantect; TrevorTakoro. P.E.
Phone: 425-250 0865
PROLOGIS.
12720 Gateway Dr., Suite 110
Tukvvila, VVA 98168
20 -414.7 2
T-404204
1N COMPLIANCE WITH CITY OF F ENT N STANDARDS
TRANSPORTATION OPERATION
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PROLOGIS RENTON 0 5 16 19
601 MONSTER ROAD 1� F1EL060CK
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PACE:
Record Drawing documents 03-15-2021 DRAVANG NO: J
ILLUMINATION DETAILS -04
SNE;:T: 51' 51