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HomeMy WebLinkAboutLUA84-085 Large FormatI
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00 ACIM IC4
IY'0 Z 5 /-50 / 0 Aruusr coo-z 3ENERAL NOTES: 13 TYPE 21,- llv4&T 5rQ
Yffo-SS -0 ZO ZE 8"/Vf'.5 7 /v- W ApIasr -,ew-1-5 4c---x
I 30'- 0' TX 8, '5 133
55 el'v) cl-47/-& -1=4 15 7
0 z Z 3 r'q 4171- 8-5 1. A 11 work and materials shall be in conformance with the, standards and 1-,E 6",*W 13J I/
Y (VaT) L 8' -5-5, VZ - 3
pecifications of the City of Renton Dept. of Public Works and the latest 2 /9 0" ADJUSTI A 17
edition of the
APWA standards and specifications. 8 7 2. Existing utility Information
is shown
for convenience. The Contractor shall 1,'VkE-r, 5 r'4
A013 r 05 be responsible for verification of locations shown and discovery of possible additional utilities not shown, so as
to avoid damage or disturbance. 3asa-builts 10 7) to City
of Renton sanitary
sewer and water main Sttions .shown correspond No final cut slopeshallexceedli:
l(horiz.:vert.,without stabilization by rockery or retaining wall. 5. No
final mbankments-'pe shall exceed
2:1 withoutstabilization by rockery or ietaining wall 6. All earthworkunder paving
to be used
by vehicular traffic shall be m- 5 pat ted to milnin,im 9 % density
perASTMD- 155-70(modified Proctor). Ory OF e6?,(TOV 7. All disturbed surfaces
shall be seeded unless other landscaping/erosion a Z41 96 44,- control measures are employed.
Grass seeding will be by means of an approved hydrose--der or as caed 4 germ-
r sInycar 194-4 Rdp'L 19!5^vNk'- f.5 -P--O'O Topx c.>v1APi:F -therwise approved by the City of Renton. C'e05'5 I/VC-VQ-C C44'
ee -3-MIN
ZA:tr,0711, 14,9-5.5 3 )?-5RA1Wy-7-1C- 'OVC 8. Sawcut all asphalt Pdges. 2f/e - ^71,V coe4e-,ic- 9. All
12 inch pipe shall be 76
gage galvanized steel pipe. Steel pipe SCALE shall be asphalt coated per APWA Section63-3-01/H. Treatment 1. lephone; tijity is to be relocated underground e
A VIER T, Existingc%terhcacl tas nar* of
these i.provements.
See related electricaldwg. for info. 0 ro CT- Qj 03 Q 0. C.:%
4y?
B ;6477'
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70 170 160 - 150 V0 130RoseWater Engineering
CITY
OF
RENTON
EL.
133.
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1AIV e PROF/_EY 7 E) E S t G 1,
E D FILE I 43 ------ DRAWN--//'-'/ SCiTED --PAGE-- jj-7 4PI44..V CHECKED
1-
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E/V,5 O/V &V, --1VVW0
7D S. 106',C elry Z6& 4C-3r - C REVISION BY APPR SHEE T- DAT APPRO',
E17 ' ' t 1 r-.
1— - IUIL241984SAwO8544
41
STREET L1697 CONTACTOR
CABINET - SEE DETAILS .0
SPEC IFI CA4 T ONS
EX/ST POWER POLE
Wl rA( TEL EPNONE ; -
EX/ST UNDERGROUND NEW 35 = O" STANDARD, 250 NPS
TEL. PEDESTAL LUM/NAIRE >t JUNCTION BOX
O SEE DETAILS e SPEC/f/CATIONSEXIST UNDERGROUND NEW 35 0 STANDARD, 250W NPS
TEL. PEDESTAL CUMINAIRE 4 JUNCTION BOX
EXIST. TEL. POL E SEE DETAILS $ SPECIFICATIONS.
TO BE RfMO(/ED
SEE NOTE Co) ,,-EXIST TEL. POLE /EXIST TfL. POLE
TO BE REMOVEDD
SEE VOTE ---- -
TO E
G - -- - -- - - - _ - / (SEE N07f Co) \ (S <o )
G
SCII 40 PVC, 5 '12
G - -- ---- — ----- G --- — — - ---
SEE NOTE 8) - — — --- — -- - -- -- -- -- - -- - --- - -- - -- - - -- - R. O. W.
w - - - __ _ -_'— -
1 %2"SCN. 80 eve, 3 *4 (SEE NOTES 7 ` 8) 1 %2" SCSI. 40 Fill 2 *12 (SEE NOTE 8)
EXIST POWER POLE WIi l
XfMR. STREET L/6NT FA EXIST POWER POLE EXIST POWER POLE W/TN
TYPE B UNCTION BOX I FUSE KIT e STREET L /cflr XFMR e STREET 116117
LOCATED 5'-0" FROM SERVICE POLE
SEE DETAILS SPECIFICATIONS.
SEE NOTE 5)
STREET LIGHT
CONTACTOR CABINET BI CABINET FOUNDATION
LOAD CENTER
TEST SWITCH B
48 UTILITY PLUG
STREET LIGHTING
CONTACTORS
1
h--16- MIN.
MIN.
FRONT VIEW PLAN VIEW SIDE VIEW
CABINET EQUIPMENT
1. An I,mbl.r.t,P. e,o,nle.. .reel best CW. Lock(*' .dual;. Ke,ed for CA-1 .'In 2 .el.
2. 12 go"qe (..In.) qa Hanuea the., .,a.I
3. ell ... cantl,"cf.on
4. Door with concealed hl.q e. (I.ff tide)
S. Innrior-.hlu dotal-o. 4.0ln01
B. Ea Hrior- qra,- Etch ..rfoc.- before frO""ll
7. 8o11om op.. - 2-To"n,,nq flange (I"road -.re) on .11 ud.. -
B. 4- 3/8'1 16" anchor bona W/neu .na ..•nub
9- 4- 1/4••frlonq..lor shaped cornef loc.-d... Plore•
CABINET FOUNDATION
4- V2'a 16 ANCHOR BOLDS
2'
QL• CONDUIT ENTK AREA
2
PLAN
VIEW OeOO •
TYPICAL LIGHT BASE AND JUNCTION BOX
LOCATION
R/W LINE
TT. CONC. PAD
SIDEWALK
CURB
1 - - RDWY. V,
I
1 ;
I ¢
CURB
I_ — SIDEWALK
R/W LINE
TT P I C AL PLAN VIEW
TAPERED ALUM POLE
sue WALL ALLOT 6063-T6
SATIN GROUND FINISH
HANDHOLE 4". 6
OPENING W/CovER B 2•,°4'
S. S. SCREWS. O1wrM
Gwau.d luq
IMW Pole
Tremb tee at, ..—'
N to IcoI*
TYPICAL STREET CROSS SECTION
te
B E N S 0 N ROAD SOUTH
SCALE I" - 40'
JUNCTION BOX- DESIGN NB"
SP6'GALV STEE- -
CODER PLATE-
YD PATTERNI
I
y
4—s6 GALV AELDED wIPE LOOP
GALV STEEL FRA'AE A%CHOPED IN PLACE
DLL': CtiD PATTEPN)
SF-, C A -A - SECT'iON 0-9
TYPICAL PLAN VIEW
Ca+CRETE PAD FOR
LIGHT STANDARD t JUNCTION KX
Scree e. n ulna %LIPFITTER
Co.LT
GR. IB-B S.S.
FLUSH JOINT
4>'
TAPERED ALUM POLE 1
210 WALL ALLOY 6063-T6 350
SATIN GROUND FINISH
28 3" SHAFT
it -TO 12"
BOLT CIRCLE
4) f'6NC GALV STL. 42, OF SOL, NCHOR 1/ BOLTS WITH
NUTS ND WASH ERSABOYC 11IN- 6'
00 UJ NAN OHOIE IS NE WADE V4yr
6. OPENING Ge
OUNO LUO S SO SE RE,Rs — I'
6• // BASE
FLANGE ALLOY d;'
346-T6 WITH BOLT- COVERS
B S3. SCREWL4'}^-d STANDARD
35' DAVIT POLE TYPICAL
LIGHT BASE AND JUNCTION BOX CONCRETE
PAD 7'
0" I
VAR
Y:
N ' Ia
I)
I
L
I'
11 i FRONT
VIEW SIDE VIE TYPICAL
JUNCTION BOX "B" CONCRETE
PAD I
I 1 I
1 1 FRONT
VIEW SIDE VIEW TYPICAL
LIGHTING UNDERGROUND SYSTEM ftI-
1 TO LUMINAIRE TYPICAL
DESIGN "B" JUNCTION
BO FUSE
KITS SPLICE
KITS ._. O+SCCNNECT 10
AMI N LINE FUSE CLEAR
EPDXY SPLICE- K,TS- i[.G OR EQUAL ITS
ON ALL THRU WRE
RUNS. GROUND LUG I
MIN. GROUT P10 UNDER
POLE BASE TOP
a CONCRETE IOUNDATION
TO BE LCVEL
WITH TOP OF
SIDEWALK OR CURB.
1/
4"YIN. DRAIN
HOLE 2-(
SIZEDAS w II - REQUIRED)
I•.I II II LIGHTING
aI GROUND tI
II
SYSTEM
WIRE:; CLAMP II
II
TOCONTAC- .e k. II TOR-
PVC II 11 CONDUIT
SYSTEM,
It it II
11
PVC
CONDUIT 11 II SYSTEM
CONCRETE FOUNDATION
L
OR RD,J 5,
18" B0" 4' .DEPTH FOR POLE HEIGHT COPPER -CLAD
GROUND ROD
3'DEPTH FOR POLE HEIGHT OR LESS
TYPICAL FI:
SE It SPLICES KIT FUSE KIT
STREET LIGHTING
CONTACTOR CABINET WIRING SCHEMATIC
TYPE B
SERVICE 120/ 240 VOLT MAIN BREAKER
2 POLE
240 VOLT B i
0 BRANCH _
J
BREAKERS I
120/240
VOLT z TEST 16
POLE
SWITCH FIA
J B
B
i A
I.I B B
B C
11 l TE RMI
f BLOCK UTILITr
RUG A (
QF
f.) STREET LIGHTING
CONTACTORS 1
l
l CIRCUIT WIRES
TOO LIGHTING RUNS WIRING COLOR
CODE TOGROUlk PMOTO-CELL
I ROD MOUNTED ON
i A. WHITE JACKET (NEUTRAL) NEAREST B.
BLACK JACKET (LINE) LUMINAIREj C.
GREEN JACKET (GROUND) I D.
RED JACKET (LOAD) IE.GREEN
OR BARE COPPER(GROUND) PROVIDE ONE
CONTACTOR RELAY AND SPACE
FOR THREE FUTURE CONTACTOR RELAYS.
0 PR0
EC7
LIMITS VICINITY MAP
CONSTRUCTION NOTES
1. THE
CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL AT THE
EARLIEST POSSIBLE DATE. 2. AS -
BUILT DRAWINGS WILL BE REQUIRED ON COMPLETION OF ALL PRO- JECTS. 3.
THE
CONTRACTOR SHALL NOTIFY ALL UTILITIES REGARDING THEIR FACILITIES LOCATED
WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO COMMENCING
WORK. 4. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXIST- ING UTILITIES.
THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AND
THE CITY IMMEDIATELY UPON DAMAGE. 5. COORDINATE
POWER SERVICE WITH PUGET SOUND POWER & LIGHT CO., CATHY LARSON,
TELEPHONE (206) 255-2464 X 209. 6. COORDINATE
REMOVAL OF TELEPHONE POLES & OVERHEAD TELEPHONE CABLES WITH
PACIFIC NORTHWEST BELL, JIM WARNER, TELEPHONE 206) 235-
3014. 7. INSTALL
SCHEDULE 80 PVC CONDUIT IN WROUGHT IRON PIPE JACKED UNDER ROADWAY.
8. ALL
BURIED LIGHTING CONDUITS TO BE A MINIMUM OF 2'017 DEEP. REVIEWED BY
CITY OF
RENTON DEPARTMENT OF
PUBLIC WORKS WYE SPLI;
FS INLINE SPLICE ..
HANCHEROFF PROF BLDG. SPLICE KIT
o>No
o. AF OFF -SITE IMPROVEMENTS STREET LIGHTING
PLAN L I
DESIGNED '4 R.O.P. 9 LINE 8 b DATE
FILE NO. 0 9
p DRAWN /& SCALE IS
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REVISION
BY APPR. I DATE APPROVED DIRECTOR ov
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REVISIONS BY
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LANDSCAPE PLAN 1 ":40'-0"'
PLANTING SCHEDULE
SYMBOL PLANTING/EX PLANATION
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UNIT TYPE "526" 66 UNITS
1 BDRM/1 BATH
UNIT SIZE 526 SQ FT
DECK & STORAGE 50 SQ FT
PERCENT OF TOTAL 25
UNIT TYPE "667" 66 UNITS
1 BDRM/1 BATH
UNIT SIZE 667 SQ FT
DECK & STORAGE 58 SQ FT
PERCENT OF TOTAL 25
UNIT TYPE "896" 52 UNITS
2 BDRM/1 BATH
UNIT SIZE 896 SQ FT
DECK & STORAGE 63 SQ FT
PERCENT OF TOTAL 20
UNIT TYPE "896" H.C. 14 UNITS
2 BDRM/1 BATH
UNIT SIZE 896 SQ FT
DECK & STORAGE 63 SQ FT
PERCENT OF TOTAL 5
UNIT TYPE "944" 66 UNITS
2 BDRM/2 BATH
UNIT SIZE 944 SQ FT
DECK & STORAGE 68 SQ FT
PERCENT OF' TOTAL 25
SITE AREA:
SITE COVERAGE: (TOTAL 60 % OF SITE)
BUILDINGS 23 % OF SITE
ROADS & PARKING 37 % OF SITE
OPEN SPACE: (40 $ OF SITE)
BUILDINGS:
UNITS:
TOTAL FLOOR AREA: (APARTMENTS)
DENSITY:
PARKING REQUIRED: (1.85/U + 1/15 UNITS)
PARKING PROVIDED (TOTAL)
COVERED
OPEN:
STANDARD
COMPACT 0 %
HANDICAP
357,192 SQ FT
8.2 ACRES
213,472 SQ FT
83,204 SQ FT
130,268 SQ FT
143,720 SQ FT
11 APT. BLDGS
1 REC. BLDG.
264 UNITS
200,178 SQ FT
32.2 UNITS/ACRE
396 STALLS
396 STALLS
66 STALLS
316 STALLS
0 STALLS
14 STALLS
SCALE: 111=401
N
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SITE AREA: SQ FT
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UNIT TYPE "526" 66 UNITS
1 BDRM/1 BATH
UNIT SIZE 526 SQ FT
DECK & STORAGE 50 SQ FT
PERCENT OF TOTAL 25
UNIT TYPE "667" 66 UNITS
1 BDRM/1 BATH
UNIT SIZE 667 SQ FT
DECK & STORAGE 58 SQ FT
PERCENT OF TOTAL 25
UNIT TYPE "896" 52 UNITS
2 BDRM/1 BATH
UNIT SIZE 896 SQ FT
DECK & STORAGE 63 SQ FT
PERCENT OF TOTAL 20
UNIT TYPE "896" H.C. 14 UNITS
2 BDRM/1 BATH
UNIT SIZE 896 SQ FT
DECK & STORAGE 63 SQ FT
PERCENT OF TOTAL 5
UNIT TYPE "944" 66 UNITS
2 BDRM/2 BATH
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SITE AREA: SQ FT
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SITE COVERAGE: (TOTAL % OF SITE) 213,472 SQ FT
BUILDINGS _ $ OF SITE 83,204 SQ FT
ROADS & PARKING ---% OF SITE 130,268 SQ FT
OPEN SPACE: % OF SITE 143,720 SQ FT
BUILDINGS: 11 APT. BLDGS
1 REC. BLDG.
UNITS: 264 UNITS
TOTAL FLOOR AREA: (APARTMENTS) 200,178 SQ FT
DENSITY: 3` UNITS/ACRE
PARKING REQUIRED: (1.85/U + 1/15 UNITS) 396 STALLS
PARKING PROVIDED: (TOTAL) 396 STALLS
COVERED 66 STALLS
OPEN:
STANDARD 316 STALLS
COMPACT 0 % 0 STALLS
HANDICAP 14 STALLS
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