HomeMy WebLinkAboutCIVIL AS-BUILT from SUNSET OAKS CONFORMED SET 051120IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄWATER UTILITY
M.Mitchell 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
7
BASIS OF BEARINGSREFERENCESSURVEYOR'S NOTESVICINITY MAPN.T.S.SURVEYOR'S CERTIFICATESCHEDULE B ITEMSLEGAL DESCRIPTIONVERTICAL DATUMLEGENDALTA/NSPS LAND TITLE SURVEY ALTA/NSPS LAND TITLE SURVEYSUNSET OAKS N.T.S.CONTROL MAP4 PR: 15-000009 LUA: 19-000274 C: 19-006653
TED-40-4127
R-412704DEVELOPMENT ENGINEERINGMSippo 06/16/202037
LEGENDALTA/NSPS LAND TITLE SURVEY ALTA/NSPS LAND TITLE SURVEYSUNSET OAKS5 PR: 15-000009 LUA: 19-000274 C: 19-006653
TED-40-4127
R-412705DEVELOPMENT ENGINEERINGMSippo 06/16/202037
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EXISTING GRADE, DO NOT----DISTUBE. IF TREE ROOTS OVER 1" ENCOUNTERD, CONSULT WITH ARBORIST BEFORE ROOT PRUNING.
CONCRETE CURB WALL --4000 PSI MIN. 1-1/2" WEEP HOLE, 10' O.C.
CONCRETE UNIT PAVERS, SEE -PLANS FOR LOCATIONS
#3 REBAR, 12" 0.C. BOTH DIRECTION
6" DEPTH OF 5/8" MINUS AGGREGATE, COMPACT TO 95%
1
2
CURB WALL DETAIL SCALE: 1"=1'
ADJACENT SURFACE, SEE PLANS:--.---
CONCRETE WALL SEE STRUCTURAL ADJACENT SURFACE, SEE PLANS
6" DEPTH OF DRAIN ROCK --
4" PERFERATED PIPE. WRAP WITH FILTER FABRIC, COVER WITH 4" OFDRAIN ROCK MIN. TIGHT LINE INTO STORM DRAIN
6" DEPTH OF 5/8" MINUS AGGREGATE, COMPACT TO95%--
18" HT. CONCRETE WALL SCALE: 1"=1'
PRE-MANUFACTURED PLANTER--AND PLANTING MATERIAL CONCRETE PLANTER SEAT WALL, --4000 PSI MIN. CONCRETE UNIT PAVERS, SEE PLANS FOR LOCATIONS
6" DEPTH OF DRAIN ROCK -#3 REBAR, 12" O.C. BOTH DIRECTIONS 4" PERFERATED PIPE. WRAP WITH FILTER FABRIC, COVER WITH 4" OFDRAIN ROCK MIN. TIGHT LINE INTO STORM DRAIN
#3 REBAR AT FOOTING, 6" 0.C. BOTH DIRECTIONS
6" DEPTH OF 5/8" MINUS AGGREGATE, COMPACT TO 95%
t 6"
6" H
/ / /
co
_,
22" HT. CONCRETE SEAT/LEANING WALL W/ PRE-MANUFACTURED PLANTER 3 . SCALE: 1"=1'
2 3
NO.
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� -9 .... !'.! �-@120 1. .. -il-rl < ,/ � -m " · � _ @ · • • � 1,,,,--� PRE-MANUFACTUREDI L � 5 r,a,r...__ / ',' I✓ RAISED PLANTERS AT n b � v 1a·-o· , 22·-o· , -u _ � 1.0 L__ -00✓-ENTRY / :: ,_ Li N 22'-0" . � =□ � I �·1 ;;; � -BUILDING j-7 i:'...__ Ir � LIGHT BOLLARDS
LIGHT BOLLARD, TYP. I BUILDING :::: � "' I � b � � � .... � bI n ,._ c -----lt->lf-l/_'"·Nl T� I/ATWALKENTRY t-A _ 18" HT. WALYu � -c;, � LJ -·. w__J ,,-,--.-,___,v V- � PERVIOUS r 3 -......_r=-:;-i-n I= .. · st '@37 ·� b � --� lt------u,-____ �i:.l � l :i2. I (� 1/1,1 CONCRETE WALK
32'-9" II----�=/ 1i: b "' U.--llo1"1F -,1��2!:'1'-5�" ---J=:::!!G-,�w" z: L_ r-L. ___ uLO � ( lclJ'J--"-J.,�' .,,-Ila: a> ,Hi-� 3'-0" � -811 ROW DEDICATIO:N-.----�-1-/..:1
::::'-S--r.-• I ---MAILBOX I · __ , . /�1/"" "'· -
-'�'------ff .. .J,__-.IL-L.--114---------,lf-. -----, \ -.. n "' I / _ ?. 1---- ----PRKNG ::; [/ 6 BIKE 15'-0" c -6 BIKE ;;; Li I/ - � -i:;, §.. "' n o ' 15'-0" _ • PARKING / • L l�E,:: (_;!YbD N LJ PARKING SETBACK -L __ ...:3�8�'-1�t�jrs�����:.���KR �r���SdN \1�--tf-�--.... ----==�=�=1��1:,�F EE-Ii? Z.1 / -\ ·-;!� v�/� // /-/-// /�/--�r���SciN I l._�c.----2�3�•-z�•--w..�ra-�:2_1_,2__,· 1i'\, j \
\;
STRUCTUR�-,t�f[�
=¥'!'1'1�C=-U_R_B_w_i{tLM:� ( �) \ 22--e��().o re � � f-c STRUCTURE II I I,-LIGHT BOLLARDS, TYP. 3'-6"WIDE ACCESSABLE 1 --------PRKNG 1 18'-0 ' 4'-0''.28"FIR\___�i--' --ii'���=+---R.W(IIIG..._====:=====:+---Li / ROUTE. TYP. LNDAREA 11r------t--:Llll.---\ / I LNDAREA 3'WIDE ACCESSABLE
\
� 5' 'i \_ \ �-'l: ' _/ -�PERVIOUS WAL_K _...,� ROUTE, TYP.
-� /'x'�\\----;:_rr,4,�,..J;-.\.\�-� �===�����gT�U�:,'.�:;'.�:':'1�::'.::'."�����0�R:;".T';;R�E'.;:E>l,s --i==�,-1 //1/t:::!\�� -------// /2' : 7r l"j,3��E��::;�:;:l�������;'.'.
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::';!�A�BL�E'.";R�O::'U�T;:"E,".;TY�P�. =""="""'==!===�=1�.LJ_JlJ B���:::•,�-�--0:-11 LIGHT BOLLARD, TYPI.------'� ,,�,� LANDUSE CONDITION #1:
1 �.,..-� .. ��,
~ ---t---STAIR i� PER C.O.R. STANDARD
,! I -l.! III PERVIOUS WALKc__\-\-\-----�J � OPEN SPAC� / ::f 18" PLANTER SEAT WALL 12\
\ I � ,------,\Li1il' ,.,,...0111· 11Jl---1 a BIKEr, " PARKIN , IN T'U'.:TUR E □�-....-PARKING BOLLARD, 6' O.C. ='-( /■ ■ PAI KIN•• IN 1 tRU< T1 '" .-SPACES IN MAX., TYP 33 -t_ 34 5 36 L-»'" ;,8 39 40 41 PARKING \\ 27 / LD "-"' JV 1 ;j;l
-�--�l���=--:l'.::1:=:E=l'.:=:l::=JI STRUCTURE �LANTING BED
SIDEWALK IN R.O.W. PER C.O.R. STANDARD,;:;"-----'11-'1
LIGHT PER ELECTRICAL, TYP'.-___ _____.
" "', c::::::::J c:::::::i c:::::::i c::: � c::::::::J c::::::::J E .... :.i ,-·1 . = / ' .... -,I ·-•o ----.i\ --. P"====-=�� c:::! ; __ J i.1 � , I '',C..-•�-'4---1-fflllau..=;:\_::;;, l.r--( • \ -::;;__� II\' I � OVEfRHEAD EDGE OF l : I ' COVERED WALKWAY I BUILDING
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' :1 / PLANTIN� I BED I\ \
t_ .....____.,
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II
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R-412706
co
IN COMPLIANCE WITH CITY OF RENTON STANDARDS third p la c'""""..-1.-iesi g n -operative
where architecture meets community 304 Alaskan Way S, Suite 301 Seattle, WA 98104 PERMIT CORRECTIONS 1 BC 3.16.20 SURVEYED: PERMIT CORRECTIONS 2 BC 5.08.20 DESIGNED· POST PERMIT CORRECTIONS BC 12.18.20 DRAWN: BC Ct-ECl<ED: BC REVISION BY DATE APPR APPROVED
0 20 40 60 1Y.-.1N11.-.1N11'1i1N1 ----.1---11111111111
SCA.IF· 1"=20'
ONE INCH AT FlJLL SCALE IF NOT ONE INCH SCALE ACCORDINGLY
VERTICAL: NAVD 1gee HORIZONTAL: NAD 186�/1981
80 100 FT I
I:\ CITYOF-� RENTONPlanning/Building/Public Works Dept.
n
SUNSET OAKS WORK FORCE HOUSING
RENTON, WA
SITE PLAN AND DETAILS
DATE: 05.08.2020
FIELDBOOK PAGE:
DRAWING NO: L-1.01
SHEE6 OF: 37
C") LO (0 (0 0 0 I O') ...... 0
0 0 0 I O') ...... ..
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O') 0 0 0 0 0 LO......
DEVELOPMENT ENGINEERING
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DEVELOPMENT ENGINEERING
MSippo 06/16/2020
37
IN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄDEVELOPMENT ENGINEERINGMSippo 06/16/20207
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::
IN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄDEVELOPMENT ENGINEERINGMSippo 06/16/2020R-4127107
NO.DATE REMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA. ... ... ... ... ... ... ..12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::7DEVELOPMENT ENGINEERINGmsippo 02/11/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄDEVELOPMENT ENGINEERINGMSippo 06/16/2020R-4127137
NO.DATE REMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA. ... ... ... ... ... ... ..12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::7DEVELOPMENT ENGINEERINGmsippo 02/11/2021
NO.DATE REMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA. ... ... ... ... ... ... ..12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::7DEVELOPMENT ENGINEERINGmsippo 02/11/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412716
16 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄmodified standard
detail 104.3 for
driveway type r1b
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
WASTEWATER UTILITY
Ann Fowler 06/18/2020
R-412717
17 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄWATER UTILITY
M.Mitchell 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412718
18 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
R-412719
19 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
R-412720
20 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
R-412721
21 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄuse modified standard detail
104.3 for r1b driveway. detail
sheet 17.
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412722
22 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412723
23 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412724
24 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412725
25 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄISOMETRIC VIEW
A
PLAN VIEW
A
BPU-IB
Bioretention/
Biofiltration
Ph: 800.579.8819 | oldcastlestormwater.com
INFRASTRUCTURE
<
NA
US Patents Pending
SECTION A-A
BPU-IB
Bioretention/
Biofiltration
Ph: 800.579.8819 | oldcastlestormwater.com
INFRASTRUCTURE
<
NR
US Patents Pending
TREATMENT
FLOW
CAPACITY 2
(GPM/CFS)
TREATMENT
FLOW
CAPACITY 3
(GPM/CFS)A DIM B DIM A1 DIM B1 DIM
BPU-IB-46 4'6' 5'7' 25.6 / 0.057 28.8 / 0.064
BPU-IB-48 4'8' 5' 9'38.4 / 0.086 43.2 / 0.096
BPU-IB-412 4' 12'5' 13'64.0 / 0.143 72.0 / 0.160
BPU-IB-66 6' 6'7' 7' 38.4 / 0.086 43.2 / 0.096
BPU-IB-68 6' 8'7'9'57.6 / 0.128 64.8 / 0.144
BPU-IB-612 6'12' 7'13'96.0 / 0.214 108.0 / 0.241
BPU-IB-816 8' 16' 9'17' 179.2 / 0.399 201.6 / 0.449
BioPod >Biofilter
Underground
Vault with Internal BypassBioPod>Biofilter
Underground
Vault with Internal Bypass
1 All Dimensions Are Nominal
2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus.
At 1.60 gpm/sf Media Surface Area.
3 Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area.
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412726
26 7
G:\2019\19014\00\ELECT\Wiring schedule.xls
WIRING SCHEDULE
CONDUIT
RUN
CONDUIT SIZE CONDUCTORS NOTES
1
2.0" PVC( SCH 40)2-#8, 1#8 GREEN
3#14 PHOTOCELL NOT USED
2
2.0" PVC( SCH 40) 2-#8, 1#8 GREEN EXISTING
3
2.0" PVC( SCH 40) 2-#8, 1#8 GREEN NEW
4
2.0" PVC( SCH 40) PSE POWER NOT USED
5
2.0" PVC( SCH 40) PULL STRING NOT USED
G:\2019\19014\00\ELECT\Roadway ligthing design criteria.xls
ROADWAY LIGHTING DESIGN CRITERIA
PER: (CITY BYLAW)
ROADWAY (NAME)PUBLIC ROAD
ROAD CLASSIFICATION RESIDENTIAL
PEDESTRIAN CONFLICT LOW
ILLUMINANCE
RECOMMEND/DELIVERED
0.3Fc/0.5Fc( BASED ON ULTINATE STAGGER)
LINEFORMITY
RECOMMEND/DELIVERED 0.01/0.01
SIDEWALK ILLUM
RECOMMEND/DELIVERED 0.3Fc/0.5Fc
LIGHT LOSS FACTOR 0.8
SPACING( STAGGERED)340'(SAME SIDE)/+70' STAGGERED(ULTIMATE)
DEVELOPMENT ENGINEERING
msippo 02/11/2021
Type 1
Conduit will need to be
intercepted around this
area.
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
28"FIR
26"FIR
19"FIR
17"FIR
22"FIR22"FIR
26"FIR
17"FIR
22"FIR
19"FIR
26"FIR
17"FIR
22"FIR
19"FIR
L
=
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"""""""""""""""""""""""""""""""""""""""""251.01'30.01'
12" CONC (N)=337.15'
12" PVC (S)=337.25'
RIM (SOLID)=341.60
CB T-1
ROW
30'
ROW
25'
21.3'15.6'PP
EAVE
EAVE 19.6'N 00°35'46" W 387.84'N06°03'00"E414.24'FO VLTFO VLT PV
TEL VLT
TV VLT
ROW49'SL
SL
SL
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
SL
SL
SL
LIGHTING
(E)STREET
LIGHTING
(E)STREET LIGHTING
(E)STREET
SL
SL
SL
(E)SERVICE CABINET S1. REMOVE
(E)SIDEWALK PANEL AND TIE IN NEW
CONDUIT AT EXISTING J-BOX FOR
GLENNWOOD SL'S
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
(E)SPARE
(E)CKT D, 2#8
(E)CKT A, 2#8
EXISTING TO REMAIN
HANDHOLE(TY
P.)
CKT B, 2#8
CKT B, 2#8
CUT EXISTING PAVING
AND PROVIDE NEW
J-BOX. INTERCEPT
AND EXTEND EXISTING
CIRCUIT B. REFER TO
CITY OF RENTON
REQUIREMENTS AND
DETAILS.
FROM SERVICE CABINET S1
TO NEW J-BOX.
UTILIZE EXISTING CONDUIT TO
RUN NEW CKT B, 2#8
SL
HANDHOLE(TY
P.)
1
2
3
4
5
6
7
0.1
0.3
0.6 0.6 0.5
1.3 1.5 1.0 0.4
1.6 3.3 3.0 1.5
3.3 5.4 3.6 2.1
1.9 4.4 3.7 1.1
1.9 3.2 3.2 2.1
1.5 1.6 1.7 1.3
2.1 1.6 1.1 0.7
2.8 3.8 2.5 1.2 0.7
3.7 5.0 1.9 1.5
3.6 5.0 1.6 1.7
2.6 3.9 2.5
0.8 1.5 2.0 1.3
0.6 1.0 1.2 0.9
0.7 1.1 1.1 0.8
1.1 1.8 1.7 0.9
1.6 3.4 3.3 1.7
1.9 5.2 2.7 1.9
1.9 5.2 2.7 1.8
1.5 3.4 3.3 1.6
1.0 1.8 1.6 0.9
0.7 1.0 1.0 0.6
0.6 1.1 1.1 0.7
0.9 2.0 2.2 1.1
1.7 3.9 4.4 1.6
2.0 0.6 5.7 1.8
2.3 4.0 4.9 1.7
1.3 2.5 2.7 1.3
0.8 1.4 1.5 0.9
0.8 1.2 1.2 0.8
0.9 1.4 1.5 0.9
1.4 2.6 2.6 1.3
2.5 4.5 4.7 1.7
2.0 1.4 5.8 2.0
2.7 5.0 5.0 2.0
2.0 3.9 3.9 1.9
2.6 4.7 4.5 2.0
2.5 2.9 5.9 2.1
2.8 4.4 5.6 2.0
2.2 4.1 3.9 1.8
1.9 3.3 3.3 1.6
2.6 4.8 4.3 1.8
1.9 2.4 5.5 1.8
2.7 4.6 4.8 1.6
1.8 3.4 3.0 1.3
1.0 2.5 3.4 2.4 1.1 0.9 1.2 1.5 1.5 1.5 1.3 1.1 1.1 1.2 1.3 1.3 1.2 1.0 0.6 0.4
2.4 4.9 4.4 1.0 0.6 1.0 1.9 3.4 5.0 3.4 2.1 1.3 1.4 2.2 3.3 4.6 3.1 1.8 0.9 0.4
1.4 0.9 0.5 0.4 0.4 0.7 1.5 0.2 1.7 0.8 0.5 0.6 0.9 2.1 0.2 1.8 0.7 0.3 0.2
new street lighting
Prestige series
existing street lighting
dome style
new street lighting
Prestige series
new street lighting
Prestige series
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp Lumens LLF Description
7 PRESTIGE-CY11T4x-VS3AR-2-68W-SINGLE N.A.0.900 CY11T4x-VS3AR-2-68W-4K
3 dms5x-35w32led4k-t-le2f SINGLE N.A.0.900 DMS5x-35W32LED4K-T-LE2F
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Glenwood Ave_Glenwood Ave Illuminance Fc 1.99 5.4 0.1 19.90 54.00
harringtong str_harringtong str Illuminance Fc 2.57 5.9 0.6 4.28 9.83
Sunset Ln_Sunset Ln Illuminance Fc 1.57 5.0 0.2 7.85 25.00
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
28"FIR
26"FIR
19"FIR
17"FIR
22"FIR22"FIR
26"FIR
17"FIR
22"FIR
19"FIR
26"FIR
17"FIR
22"FIR
19"FIR
L
=
5
0
0
.
7
'''''''''''''''''''''''''''''''''''''''''
R
=
3
0
0
.
0
'''''''''''''''''''''''''''''''''''''''''
=
9
5
°
3
7
'
4
3
.
0
0
"""""""""""""""""""""""""""""""""""""""""251.01'30.01'
12" CONC (N)=337.15'
12" PVC (S)=337.25'
RIM (SOLID)=341.60
CB T-1
ROW
30'
ROW
25'
21.3'15.6'PP
EAVE
EAVE 19.6'N00°35'46"W 387.84'N06°03'00"E414.24'FO VLTFO VLT PV
TEL VLT
TV VLT
ROW49'SL
SL
SL
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
SL
SL
SL
LIGHTING
(E)STREET
LIGHTING
(E)STREET LIGHTING
(E)STREET
SL
SL
SL
SL
(E)SERVICE CABINET S1. REMOVE
(E)SIDEWALK PANEL AND TIE IN NEW
CONDUIT AT EXISTING J-BOX FOR
GLENNWOOD SL'S
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
(E)SPARE
(E)CKT D, 2#8
(E)CKT A, 2#8
EXISTING TO REMAIN
HANDHOLE(TY
P.)
CKT B, 2#8
CKT B, 2#8
CUT EXISTING PAVING
AND PROVIDE NEW
J-BOX. INTERCEPT
AND EXTEND EXISTING
CIRCUIT B. REFER TO
CITY OF RENTON
REQUIREMENTS AND
DETAILS.
FROM SERVICE CABINET S1
TO NEW J-BOX.
UTILIZE EXISTING CONDUIT TO
RUN NEW CKT B, 2#8
HANDHOLE(TY
P.)
6
2
3
4
5
7
1
0.1
0.3
0.6 0.6 0.4
1.4 1.3 0.8 0.3
2.2 3.3 2.4 1.0
4.3 5.0 3.1 1.4
2.6 5.3 1.9 1.7
2.5 3.6 2.8 1.9
1.7 1.9 1.8 1.3
2.2 1.7 1.1 0.7
2.8 3.9 2.5 1.2 0.7
3.7 5.0 1.9 1.5
3.6 5.0 1.6 1.7
2.6 4.0 2.5
0.8 1.5 2.0 1.3
0.6 1.0 1.2 0.9
0.7 1.1 1.1 0.8
1.1 1.8 1.7 0.9
1.6 3.4 3.3 1.7
1.9 5.2 2.7 1.9
1.9 5.2 2.7 1.8
1.5 3.4 3.3 1.6
1.0 1.8 1.6 0.9
0.7 1.0 1.0 0.6
0.6 1.1 1.1 0.7
0.9 2.0 2.2 1.1
1.7 3.9 4.4 1.6
2.0 0.6 5.7 1.8
2.3 4.0 4.9 1.7
1.3 2.5 2.7 1.3
0.8 1.4 1.5 0.9
0.8 1.2 1.2 0.8
0.9 1.4 1.5 0.9
1.4 2.6 2.6 1.3
2.5 4.5 4.7 1.7
2.0 1.4 5.8 2.0
2.7 5.0 5.0 2.0
2.0 3.9 3.9 1.9
2.6 4.7 4.5 2.0
2.5 2.9 5.9 2.1
2.8 4.4 5.6 2.0
2.2 4.1 3.9 1.8
1.9 3.3 3.3 1.6
2.6 4.8 4.3 1.8
1.9 2.4 5.5 1.8
2.7 4.6 4.8 1.6
1.8 3.4 3.0 1.3
1.0 2.5 3.5 2.4 1.1 0.9 1.2 1.5 1.5 1.5 1.3 1.1 1.1 1.2 1.3 1.3 1.2 1.0 0.6 0.4
2.4 4.9 4.4 1.0 0.6 1.0 1.9 3.4 5.0 3.4 2.1 1.3 1.4 2.2 3.3 4.6 3.1 1.8 0.9 0.4
1.4 0.9 0.5 0.4 0.4 0.7 1.5 0.2 1.7 0.8 0.5 0.6 0.9 2.1 0.2 1.8 0.7 0.3 0.2
DEVELOPMENT ENGINEERING
msippo 02/11/2021
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
SHIM TO PLUMB
SEE NOTE
NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A
CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF
SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL.
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR
CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE
2" SPARE CAPPED OUT PAST THE FOUNDATION.
6. CONCRETE CLASS PER STD PLAN 135.
7. 2" CONDUIT SHALL BE PLACED FROM THE COMBINED BBS/CONTACTOR
TO THE CONTROLLER CABINET.
8. EACH CABINET SHALL HAVE A 3/s" DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
11. WOODEN SHIMS SHALL NOT BE USED
12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3.
SHIM TO PLUMB
SEE NOTE 3
4 HOOPS SHIM TO PLUMB
EQUAL SPACES)
SEE NOTE 3
NI 2»
6" MIN
3 — #4 REINFORCING BAR (EQUAL SPACES)
SEE NOTE 5
1 1.
I I \ \
Li
U
1" TO 2'
FRONT VIEW
3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 7
3/8" DIAMETER PLASTIC DRAIN
SEE NOTE 5
O U w
U >
HORIZONTAL
0
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
L#4 HOOPS
BBSI
CONTROLLER CONTACTOR
CABINET CABINET
10" WIDTH 5„ WIDTH 10" 1' + 2"
PLAN VIEW
COMBINED CONTROLLER/BBS/CONTACTOR FOUNDATION
3 — #4 REINFORCING BAR
EQUAL SPACES)
CABINET FOUNDATION STD. PLAN 126.2
PUBLIC WORKS DETAILS A6ROVED:
DEPARTMENT AZ 3/13/2019 1 4SDATE
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
28"FIR
26"FIR
19"FIR
17"FIR
22"FIR22"FIR
26"FIR
17"FIR
22"FIR
19"FIR
26"FIR
17"FIR
22"FIR
19"FIR
L
=
5
0
0
.
7
'''''''''''''''''''''''''''''''''''''''''
R
=
3
0
0
.
0
'''''''''''''''''''''''''''''''''''''''''
=
9
5
°
3
7
'
4
3
.
0
0
"""""""""""""""""""""""""""""""""""""""""251.01'30.01'
12" CONC (N)=337.15'
12" PVC (S)=337.25'
RIM (SOLID)=341.60
CB T-1
ROW
30'
ROW
25'
21.3'15.6'PP
EAVE
E A V E 19.6'N 00°35'46" W 387.84'N 06°03'00" E 414.24'FO VLTFO VLT
PV
TEL VLT
TV VLT
ROW49'SL
SL
SL
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
SL
SL
SL
LIGHTING
(E)STREET
LIGHTING
(E)STREET LIGHTING
(E)STREET
SL
SL
SL
(E)SERVICE CABINET S1. REMOVE
(E)SIDEWALK PANEL AND TIE IN NEW
CONDUIT AT EXISTING J-BOX FOR
GLENNWOOD SL'S
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
(E)SPARE
(E)CKT D, 2#8
(E)CKT A, 2#8
EXISTING TO REMAIN
HANDHOLE(TY
P.)
CKT B, 2#8
CKT B, 2#8
CUT EXISTING PAVING
AND PROVIDE NEW
J-BOX. INTERCEPT
AND EXTEND EXISTING
CIRCUIT B. REFER TO
CITY OF RENTON
REQUIREMENTS AND
DETAILS.
FROM SERVICE CABINET S1
TO NEW J-BOX.
UTILIZE EXISTING CONDUIT TO
RUN NEW CKT B, 2#8
SL
HANDHOLE(TY
P.)
1
2
3
4
5
6
7
0.1
0.3
0.6 0.6 0.5
1.3 1.5 1.0 0.4
1.6 3.3 3.0 1.5
3.3 5.4 3.6 2.1
1.9 4.4 3.7 1.1
1.9 3.2 3.2 2.1
1.5 1.6 1.7 1.3
2.1 1.6 1.1 0.7
2.8 3.8 2.5 1.2 0.7
3.7 5.0 1.9 1.5
3.6 5.0 1.6 1.7
2.6 3.9 2.5
0.8 1.5 2.0 1.3
0.6 1.0 1.2 0.9
0.7 1.1 1.1 0.8
1.1 1.8 1.7 0.9
1.6 3.4 3.3 1.7
1.9 5.2 2.7 1.9
1.9 5.2 2.7 1.8
1.5 3.4 3.3 1.6
1.0 1.8 1.6 0.9
0.7 1.0 1.0 0.6
0.6 1.1 1.1 0.7
0.9 2.0 2.2 1.1
1.7 3.9 4.4 1.6
2.0 0.6 5.7 1.8
2.3 4.0 4.9 1.7
1.3 2.5 2.7 1.3
0.8 1.4 1.5 0.9
0.8 1.2 1.2 0.8
0.9 1.4 1.5 0.9
1.4 2.6 2.6 1.3
2.5 4.5 4.7 1.7
2.0 1.4 5.8 2.0
2.7 5.0 5.0 2.0
2.0 3.9 3.9 1.9
2.6 4.7 4.5 2.0
2.5 2.9 5.9 2.1
2.8 4.4 5.6 2.0
2.2 4.1 3.9 1.8
1.9 3.3 3.3 1.6
2.6 4.8 4.3 1.8
1.9 2.4 5.5 1.8
2.7 4.6 4.8 1.6
1.8 3.4 3.0 1.3
1.0 2.5 3.4 2.4 1.1 0.9 1.2 1.5 1.5 1.5 1.3 1.1 1.1 1.2 1.3 1.3 1.2 1.0 0.6 0.4
2.4 4.9 4.4 1.0 0.6 1.0 1.9 3.4 5.0 3.4 2.1 1.3 1.4 2.2 3.3 4.6 3.1 1.8 0.9 0.4
1.4 0.9 0.5 0.4 0.4 0.7 1.5 0.2 1.7 0.8 0.5 0.6 0.9 2.1 0.2 1.8 0.7 0.3 0.2
new street lighting
Prestige series
existing street lighting
dome style
new street lighting
Prestige series
new street lighting
Prestige series
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
28"FIR
26"FIR
19"FIR
17"FIR
22"FIR22"FIR
26"FIR
17"FIR
22"FIR
19"FIR
26"FIR
17"FIR
22"FIR
19"FIR
L
=
5
0
0
.
7
'''''''''''''''''''''''''''''''''''''''''
R
=
3
0
0
.
0
'''''''''''''''''''''''''''''''''''''''''
=
9
5
°
3
7
'
4
3
.
0
0
"""""""""""""""""""""""""""""""""""""""""251.01'30.01'
12" CONC (N)=337.15'
12" PVC (S)=337.25'
RIM (SOLID)=341.60
CB T-1
ROW
30'
ROW
25'
21.3'15.6'PP
EAVE
E A VE 19.6'N 00°35'46" W 387.84'N 06°03'00" E 414.24'FO VLTFO VLT
PV
TEL VLT
TV VLT
ROW49'SL
SL
SL
A
BUILDING C
BUILDING
(WEST)
B
BUILDING
(EAST)
B
BUILDING
SL
SL
SL
LIGHTING
(E)STREET
LIGHTING
(E)STREET LIGHTING
(E)STREET
SL
SL
SL
SL
(E)SERVICE CABINET S1. REMOVE
(E)SIDEWALK PANEL AND TIE IN NEW
CONDUIT AT EXISTING J-BOX FOR
GLENNWOOD SL'S
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
CKT B, 2#8
(E)SPARE
(E)CKT D, 2#8
(E)CKT A, 2#8
EXISTING TO REMAIN
HANDHOLE(TY
P.)
CKT B, 2#8
CKT B, 2#8
CUT EXISTING PAVING
AND PROVIDE NEW
J-BOX. INTERCEPT
AND EXTEND EXISTING
CIRCUIT B. REFER TO
CITY OF RENTON
REQUIREMENTS AND
DETAILS.
FROM SERVICE CABINET S1
TO NEW J-BOX.
UTILIZE EXISTING CONDUIT TO
RUN NEW CKT B, 2#8
HANDHOLE(TY
P.)
6
2
3
4
5
7
1
0.1
0.3
0.6 0.6 0.4
1.4 1.3 0.8 0.3
2.2 3.3 2.4 1.0
4.3 5.0 3.1 1.4
2.6 5.3 1.9 1.7
2.5 3.6 2.8 1.9
1.7 1.9 1.8 1.3
2.2 1.7 1.1 0.7
2.8 3.9 2.5 1.2 0.7
3.7 5.0 1.9 1.5
3.6 5.0 1.6 1.7
2.6 4.0 2.5
0.8 1.5 2.0 1.3
0.6 1.0 1.2 0.9
0.7 1.1 1.1 0.8
1.1 1.8 1.7 0.9
1.6 3.4 3.3 1.7
1.9 5.2 2.7 1.9
1.9 5.2 2.7 1.8
1.5 3.4 3.3 1.6
1.0 1.8 1.6 0.9
0.7 1.0 1.0 0.6
0.6 1.1 1.1 0.7
0.9 2.0 2.2 1.1
1.7 3.9 4.4 1.6
2.0 0.6 5.7 1.8
2.3 4.0 4.9 1.7
1.3 2.5 2.7 1.3
0.8 1.4 1.5 0.9
0.8 1.2 1.2 0.8
0.9 1.4 1.5 0.9
1.4 2.6 2.6 1.3
2.5 4.5 4.7 1.7
2.0 1.4 5.8 2.0
2.7 5.0 5.0 2.0
2.0 3.9 3.9 1.9
2.6 4.7 4.5 2.0
2.5 2.9 5.9 2.1
2.8 4.4 5.6 2.0
2.2 4.1 3.9 1.8
1.9 3.3 3.3 1.6
2.6 4.8 4.3 1.8
1.9 2.4 5.5 1.8
2.7 4.6 4.8 1.6
1.8 3.4 3.0 1.3
1.0 2.5 3.5 2.4 1.1 0.9 1.2 1.5 1.5 1.5 1.3 1.1 1.1 1.2 1.3 1.3 1.2 1.0 0.6 0.4
2.4 4.9 4.4 1.0 0.6 1.0 1.9 3.4 5.0 3.4 2.1 1.3 1.4 2.2 3.3 4.6 3.1 1.8 0.9 0.4
1.4 0.9 0.5 0.4 0.4 0.7 1.5 0.2 1.7 0.8 0.5 0.6 0.9 2.1 0.2 1.8 0.7 0.3 0.2
G:\2019\19014\00\ELECT\19014 Luminaire Schedule - Site.xls
LUMINAIRE SCHEDULE
LUM No
Pole ID
(NOTE-1)
TYPE MANUFACTURER CATALOG NUMBER TYPE LOCATION HEIGHT VOLT WATTS CIRCUIT OFFSET
STANDARD
PLAN DESCRIPTION/REMARKS
1
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED HARRINGTON
AVE NE 14' 240 34 B 22.5' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
2
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED HARRINGTON
AVE NE 14' 240 34 B 22.5' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
3
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED HARRINGTON
AVE NE 14' 240 34 B 22.5' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
4
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED HARRINGTON
AVE NE 14' 240 34 B 22.5' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
5
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED GLENWOOD
AVE NE 14' 240 34 B 20.0' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
6
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED GLENWOOD
AVE NE 14' 240 34 B 13.77' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
7
SL CYCLONE
LIGHTING CY17T4-VS3AR-2-34W-4K LED GLENWOOD
AVE NE 14' 240 34 B 14.5' LT 117.2
STREET LIGHTING PER RENTON REQUIREMENTS. LUMEC 240 PED FIXTURE. PROVIDE WITH
INTERGAL DRIVER AND 14' FLUTED SHAPE, 5" DIA STRAIGHT ALUMINUM POLE. POLE TYPE
P135A-14-850-BKTX. PROVIDE WITH INTEGRAL PHOTOCELL.
8 SUNSET LN NE EXISTING STREET LIGHTING.
9 SUNSET LN NE EXISTING STREET LIGHTING.
10 SUNSET LN NE EXISTING STREET LIGHTING.
NOTE:
1. POLE ID NUMBER WILL BE ISSUED UPON INSTALLATION OF POLE BY TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL
2. LATITUTE/LONGTITUTE( GPS COORDINATES) WILL BE INCLUDED AT TIME OF AS-BUILDS.
GPS COORDINATES (NOTE-2)
G:\2019\19014\00\ELECT\Breaker schedule - Site.xls
BREAKER SCHEDULE
Service S1 @ Glenwood Ave NE 120/240 VOLT
CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD(KVA)
SERVICE 100 AMP
A
(E)INTERSECTION
ILLUMINATION 30 AMP 30 AMP 240 3.5
B
(N) PEDESTRIAN
ILLUMINATION 30 AMP 30 AMP 240 2.38
C
(E)PEDESTRIAN
ILLUMINATION 30 AMP 30 AMP 240 3.6
D
(E)PEDESTRIAN
ILLUMINATION 30 AMP 30 AMP 240 3.6
E
(E)SPARE 30 AMP 120 0
F
(E)PHOTOCELL 15 AMP 120 0.001
G
(E)GFR 20 AMP 120 1.8
PEAK 14.88
CONTINUOUS 12.65
G:\2019\19014\00\ELECT\Roadway ligthing design criteria.xls
ROADWAY LIGHTING DESIGN CRITERIA
PER: (CITY BYLAW)
ROADWAY (NAME)PUBLIC ROAD
ROAD CLASSIFICATION RESIDENTIAL
PEDESTRIAN CONFLICT LOW
ILLUMINANCE
RECOMMEND/DELIVERED
0.3Fc/0.5Fc( BASED ON ULTINATE STAGGER)
LINEFORMITY
RECOMMEND/DELIVERED 0.01/0.01
SIDEWALK ILLUM
RECOMMEND/DELIVERED
0.3Fc/0.5Fc
LIGHT LOSS FACTOR 0.8
SPACING( STAGGERED)340'(SAME SIDE)/+70' STAGGERED(ULTIMATE)
DEVELOPMENT ENGINEERING
msippo 02/11/2021
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CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
0EKp
m
49442 p
FSNNA EEG\2 1211p
GENERAL NOTES
1. CITY OF RENTON INTERCONNECT CONDUITS RUN
UNINTERRUPTED BETWEEN COMMUNICATION VAULT GROUPS AS
SHOWN ON THIS SHEET AND IL71. ILLUMINATION CONDUIT
SHALL BE INSTALLED AS PART OF THE JOINT UTILITY TRENCH
JUT) AS SHOWN ON IL14 AND I1-15. ILLUMINATION CONDUIT
WILL SWEEP IN AND OUT OF THE JUT TO CONNECT THE
ILLUMINATION JUNCTION BOXES.
2. SEE SHEET IL6 FOR ILLUMINATION CONDUIT AND WIRE SIZE.
3. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR
CONSTRUCTION COORDINATION REQUIREMENTS.
LEGEND
ILLUMINATION CONDUCTORS
EXISTING ILLUMINATION CONDUCTORS
INTERCONNECT FIBER
LUMINAIRE — SEE IL6
EXISTING LUMINAIRE
SERVICE CABINET
OOM COMMUNICATION VAULT — SEE I1-11
s7.
34
CITY OF RENTON
TA VAULT
v
BREAKER SCHEDULE SERVICE "S1" ® GLENNWOOD
120/240 VOLT
CIRCUIT DESCRIPTION BREAKER
RATING
CONTRACTOR
RATING VOLTAGE LOAD (KVA)
SERVICE 100 AMP
A INTERSECTION ILLUMINATION 30 AMP 30 AMP 240 3.50
B SPARE 30 AMP 30 AMP 240 0.00
C PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60
D PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60
E SPARE 30 AMP 120 0.00
F PHOTOCELL 15 AMP 120 0.001
G GFR 20 AMP 120 1.80
PEAK 12.50
CONTINUOUS 10.70
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
m
NONE ° ' °w°1 ® CITY
ET LANE N
a/2016
Mncl.as , CITY OF SUNSET LANE NE a°°"
J. BEAN ' RENTON w, DATUM IL7P. DE BOLDT Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR "" M_ MACIAS ILLUMINATION AND INTERCONNECT ONE -LINE WIRING DIAGRAM -70 9,
v
Z
VAULT AND SPLICE PER SPECIAL PROVISIONS.
connect new lights
from service S1
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CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
0EKp
m
49442 p
FSNNA EEG\2 1211p
GENERAL NOTES
1. CITY OF RENTON INTERCONNECT CONDUITS RUN
UNINTERRUPTED BETWEEN COMMUNICATION VAULT GROUPS AS
SHOWN ON THIS SHEET AND IL71. ILLUMINATION CONDUIT
SHALL BE INSTALLED AS PART OF THE JOINT UTILITY TRENCH
JUT) AS SHOWN ON IL14 AND I1-15. ILLUMINATION CONDUIT
WILL SWEEP IN AND OUT OF THE JUT TO CONNECT THE
ILLUMINATION JUNCTION BOXES.
2. SEE SHEET IL6 FOR ILLUMINATION CONDUIT AND WIRE SIZE.
3. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR
CONSTRUCTION COORDINATION REQUIREMENTS.
LEGEND
ILLUMINATION CONDUCTORS
EXISTING ILLUMINATION CONDUCTORS
INTERCONNECT FIBER
LUMINAIRE — SEE IL6
EXISTING LUMINAIRE
SERVICE CABINET
OOM COMMUNICATION VAULT — SEE I1-11
s7.
34
CITY OF RENTON
TA VAULT
v
BREAKER SCHEDULE SERVICE "S1" ® GLENNWOOD
120/240 VOLT
CIRCUIT DESCRIPTION BREAKER
RATING
CONTRACTOR
RATING VOLTAGE LOAD (KVA)
SERVICE 100 AMP
A INTERSECTION ILLUMINATION 30 AMP 30 AMP 240 3.50
B SPARE 30 AMP 30 AMP 240 0.00
C PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60
D PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60
E SPARE 30 AMP 120 0.00
F PHOTOCELL 15 AMP 120 0.001
G GFR 20 AMP 120 1.80
PEAK 12.50
CONTINUOUS 10.70
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
m
NONE ° ' °w°1 ® CITY
ET LANE N
a/2016
Mncl.as , CITY OF SUNSET LANE NE a°°"
J. BEAN ' RENTON w,
DATUM
IL7P. DE BOLDT
Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR "" M_ MACIAS ILLUMINATION AND INTERCONNECT ONE -LINE WIRING DIAGRAM -70 9,
v
Z VAULT AND SPLICE PER SPECIAL PROVISIONS.
use spare breaker to
connect new light
fixtures
Ll 1 err r.nrn I'm nn. r -1 1.1
c
LLI SER\
z z
U W
w z
a
a __J
I—
LU
U)
z 2
19
CK
CK
CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
0EKp
m
49442 p
FSNNA EEG\2 1211p
GENERAL NOTES
1. CITY OF RENTON INTERCONNECT CONDUITS RUN
UNINTERRUPTED BETWEEN COMMUNICATION VAULT GROUPS AS
SHOWN ON THIS SHEET AND IL71. ILLUMINATION CONDUIT
SHALL BE INSTALLED AS PART OF THE JOINT UTILITY TRENCH
JUT) AS SHOWN ON IL14 AND I1-15. ILLUMINATION CONDUIT
WILL SWEEP IN AND OUT OF THE JUT TO CONNECT THE
ILLUMINATION JUNCTION BOXES.
2. SEE SHEET IL6 FOR ILLUMINATION CONDUIT AND WIRE SIZE.
3. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS FOR
CONSTRUCTION COORDINATION REQUIREMENTS.
LEGEND
ILLUMINATION CONDUCTORS
EXISTING ILLUMINATION CONDUCTORS
INTERCONNECT FIBER
LUMINAIRE — SEE IL6
EXISTING LUMINAIRE
SERVICE CABINET
OOM COMMUNICATION VAULT — SEE I1-11
s7.
34
CITY OF RENTON
TA VAULT
v
BREAKER SCHEDULE SERVICE "S1" ® GLENNWOOD
120/240 VOLT
CIRCUIT DESCRIPTION BREAKER
RATING
CONTRACTOR
RATING VOLTAGE LOAD (KVA)
SERVICE 100 AMP
A INTERSECTION ILLUMINATION 30 AMP 30 AMP 240 3.50
B SPARE 30 AMP 30 AMP 240 0.00
C PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60
D PEDESTRIAN ILLUMINATION 30 AMP 30 AMP 240 3.60
E SPARE 30 AMP 120 0.00
F PHOTOCELL 15 AMP 120 0.001
G GFR 20 AMP 120 1.80
PEAK 12.50
CONTINUOUS 10.70
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
m
NONE ° ' °w°1 ® CITY
ET LANE N
a/2016
Mncl.as , CITY OF SUNSET LANE NE a°°"
J. BEAN ' RENTON w,
DATUM
IL7P. DE BOLDT
Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR "" M_ MACIAS ILLUMINATION AND INTERCONNECT ONE -LINE WIRING DIAGRAM -70 9,
v
Z VAULT AND SPLICE PER SPECIAL PROVISIONS.
use spare breaker to
connect new light
fixtures
DEVELOPMENT ENGINEERING
msippo 02/11/2021