HomeMy WebLinkAboutTED4001234.2SEE ENLARGED INTERSECTION f2" MINIMUM NAND PLACEO 2/11AIWR GENERAL NOTES
DRAWING -SHEET 6, �,, I. All work materials shall be in conformance with the standards and specifica-
C.B. 5, TYPE ZI CURB INLET #3 C.B. �G, TYPE Z tions of the Cityof Renton UtilityDepartment and the latest edition of the
W/5OLID COVER /.E.=218.59 TYPE" =-B S74.81-40 , f7.f7'Rr AVWA Standards and Specifications.
$TA. 8t00, 5' I, T. STA' ,8f40 , 17.17'LT RIM= ,2900 2. All locations of existing utilities shown are approximate and it shall be th
C, B. 0 2, TYPE .IZ CURB INLET # f R/M- 9 96L 70 48 L.F., mow zn contractor's responsibility to verify the true and correct location so as to
R/M= Z 90. o I. E. _��, 8"W. p y y
12.40 STA. 4145, f7,f7' LT TYPE M-,B E. = z$%4� f2"S. 15"16 CMP, I, E.- 2$5sz, 8"E. / E. = lg,"5. avoid damage or disturbance.
E EIS 306.2R1 0,3IN, E RIM=305. 88 S7-4.,61"00, f7 f7'LT !. E. �-, l2"N. @ 5.51/O
I.E.-306.2, 30; IN, S. !, E.= �O E, III/ RIM = 303. 46 !. E. _ 'Q 6A , 12" E. II`` e� I ✓. S. A y- q
I.E.= 305.8, 36'; OUT, NE. i - 3J�L. F., e'YC/►/P` preconstruction conference and twenty-four hour notice will be required
15"CP, LE.=303.0 Z99s /.E.=30f.34, 8"E. /. E.=-�Ts, 15"W. ''�O L•F., @ 3••5 % prior to starting new construction.
EXIST. SS M.H.f-4" 283? /.Sly /Z ¢CMP° ?e 4. It shall be the contractor's responsibility to secure all necessary permits
RIM= 313.76 ;' fL. F. , 24 ,0 CONC. P/PE, 40 o
i
LE.=303.3, 8'CP ADJUST EXIST. C. B. TO MATCH CURB. o.. prior to starting construction.
EXIST. C. B. RIM = 308.g10 @ 9. !03 /e
LE.- 307.7, 24; IN, S.
/• E. =301. lO (City of Renton As-Buil ts) 5. Inspection will be accomplished by a representative of the City of Renton.
I.E.=307.5, 30; OUT, -- MATCH INVERTS l .r
22 L.F., B 0 CMP �N a. It shall be the contractor's responsibility to notify the Utility Departmen
/ l @ 7. 55 `y � � \ 24 hours in advance of backfilling all construction.
14- / 280
EX. CONC. WALK \ 35 L.F•, /5" 96 CMP, l II I 6. 90C990Y ROCK A1412 R(PeAe ROGK SHALL f3E' APPROVED 6Y THE
°_--.,-_� f / &>.4'/ I uTY of aENTa1v pR/oe ro usE OF
'-' / EXI T. STOP SIGN q ♦ ` \
1+00 / REMOVE EXIST.
J\ 15"OONC. PIPE. °'h•or1 vi, °-3 QEI,A�ZO/Nl, THE/2 f.;C/L/T/ES to�ATEp 1 'D S��R�F
\ OP \
Exlsr. B\ UE BUTTON I O eo 7. CONTeAGT02 5/4LL NOT/FY ALL UTILITIES t�f
poy° +/oq 6 - 9 W/Tf//N THE PPOr/EGT L!.^.2/T5 48 L/O/J,C�5 ,i���C� W Hy r0
as v. \ i �j'° PR/OP TO 1, 2Ap/Nl� geOUNp OQ UNOER- iR° ti �F �'�,y �tS�
-cas- -- -_ WV \� EXIST I64" ' °' 290. �._._ �Ieoa/✓O Ce055/Nl, OF UT/L/TiGS. �ZO A" �G a
00
P \ \ \ e'. �= S - 7.07 /e x f2' MIN/MUM O O _ `. 0 GAS L �- 290 -GAS
/- W YO E 0 G '' AS _ wA5f/ NAT A5 CD
EXIST. C. I., RIM=314.32 _IJ 3 !� s r
LE.=312.5, 6; OUT, W. � // � �� \ j- ExIST 36' S.D. NAND PLACED � � �,F 9.0 /'" � � � - - _ - ,� 3
TELEPHONE C4\ek\ 2 `16D l RIPRAP GPS/
POWER VAULT / \\ �� `rT.�
PP
SD M.H.- h1 �l N 2e, �J/�IpJ -•--� __
APPROX. LOC. .. FH \ �\ / \ \ 22" CONC. CULVERT G� �'' \ �� ��_-!� _-
ULI
T C.I. , 6RIM: F. / \ /'' / •4� - ` \ - -. _ _ _ _
I.E.=311.6, OUT,N\ \30\\ I \\\ \ „/ \C, -' _ _ �/ _ 3p0
- /
E X4 ST. C. B., RIM=314.21
I.E. = 308.3, 12, IN, SE. EXIST. ARSED WIRE FENCE
-
LE. = 306.7, 30'; IN, E. //\\ ! 1
I.E.=306.7, 30; OUT, NW. I I \ ` G4 \ "
EXIST. C.B. RIM=314.00 - - -
LE.=307.Z_24, IN, E. '\ \ 1 h3` / - •o BOO / k2a •,L�
I.E.F 307.0, 30 ,' OUT, W. \ VI. SAG -0PP iC / 6
/ -- 2
zee yba yjGPs/
EX IST. C. B. RIM =307.29 / --
(BOLTED)EXIS
EXIST. SS M.H., RIM :30T.69 \ GRAVEL
v \04 � � XIST. MAILBOX DRI DRIVE AY
(BOLTED) b
EXIST. DRIVEWAY \ DEBRIS
p!S ,BA/lp%1?!E/\p
EXIST. 15" CONC. CULVERT - --- NTRANCE PILLARS _
I. E. - 301.8 ; ,/ EXIS . MAILBOX W }� - SEE oErAIL sHT. 5
EXIST STEPS \ AN 3E ST. AVEL I -310 ,p
DRI EWA 1
/ o
TYPE 7I 4 Z E. = 284. 3 9 3Io.
RECESSED DRIVEWAY
�� "- - '- CURB TYPE D, „
STA. 3f05, 17.17' RT. ^� -
RIM = 308.46 p _
I. E. - 39fi�5; f5 " E, W a`' 3a APWA STD. PLAN N0. 5 38 C/o
CMP,
4
3O/ 22° CONC. CULVERT 7 316
P2 L. F., /5' CIYIP, @ 1.58 % I.E.= 300.85 1110 I RELOCATE POWER POLE
POND �. BEHIND CURB 8'
MOVE MAILBOX 3'a `*.o CURB INLET off 2 C, B. 4, TYPE- Z N
DEBR/5 BARRIER BEHIND CURB TYPE ,C - B W/SOLID COVER R/W 30' C 30' R/W
SEE DETAIL 5NT• 5 DEBR/5 STA 6*00, f7l7'RT STA. 6f00, 5' RT. - -____ -
CURVE DATA TABLE
NO.
DELTA
RADIUS
LENGTH
TANGENT
C - I
510 46' 18.6'
125.00'
112.949'
60.659'
C-2
150 56' 04.0"
200.00'
55.622'
27.992'
C-3
940 51' 45.0"
185.00'
306.298'
201.406'
BARRIER RIM •90146 R/N1=303.72 2 6 L 18 18 2 SCALE: i = 40 (Horizontal)
CONSTRUCT" LANDING exl5T.240-0 CONC. l.E.=30f.94, 8" W 4 -. =299.68,8"E,W. ►" = 5' (Vertical)
AND NEW STAIRCASE PIPE., Jr 7.07% AE.=29990, f2"N. '
PER DETAIL SHT 5 f2 L.F, 8"0 CMP 6" 6"
C. B. # 3, TYPE IZ I
STA .4445, 17.17' RT RELOCATE MAILBOX La 13.83 � � I I 2
RELOCATE POWER POLE /T/M = 305.88
BEHIND CURB at , c = wo Q., ��3 z BEN/ND CURB
REVISIONS
N0. DESCRIPTION / DATE BY
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JOB NO. 1-aZ14-VVt5-t3Z1
DESIGNED R D G _
DRAWN J H D
CHECKED
DATE November 1982
2
OF SHEETS