HomeMy WebLinkAbout1565.1_T_
ioa -i-inzi-NO1173S ssom:) dNV NV ld 319N1S-V 31V-ld
J.33HS (3IV ltltl3a3-1 AVMHE)IH
h ti
h 141 Q.
W
¢SO
430
O f00
T1�PE I CB NO. �
Cf/.4//v -_
WATERT/CL/T e-'MNOUJ' CAT,
A/R [/ENT
1/0' cmoocl
SL . O.0050
/rVv EL�
IMI Z7. 43¢,09
i✓ELDED BOTTOM PLATE --
dt//Tf! 5k2"D/4. ORIFICE
TYPE Z CR NO.8
STA_ /*SO
G.4. EL _ -048. 9-t
/Nv EL - 446. 40 (/Z
1A41- -Z. -IC46. 7.3 ('8" IN)
/it/L ET /UO. 9
STA. / f 50
GR. EL. 448.9f
//Vl/ EL. 446,88
24? ND
INY. Et = 434.60 (36" 0 UT)
/NL ET NO. 7
STA. 3 t 45
GR. EL . ¢ ¢/. 8
IAIV. ZZ , sf3g. 76
' V. C.
M
-7-i
SL = C1. 00.50
L . = O. 0050
2 -r2SL = D:DOSO
TYPE II CB A/0. /
7-YPE 1 CA6 NO, 2
\ 6 STA. ¢ f 45
SX-4. $ �-48
G.P. EL. 440.3 t
GR?. EL. 440, 7 '
2 //vv. E�, $35. 66
O
/N!✓. EL, .03,c 40(e IA/
INLET /1/0, 4
/2'oUT>
STA. 5f' 65
GR. ,EL• 43B 7 t
4
/NV EL. 436.95
2�00 I goo 1 4�00 1S f 00
TYPE II CB A10.P---T
/
O.
ovE/�FL ow ¢37. 79
/O"M/N•
G.900ER
REST/q/C CB 0' RLZTE/VT101V
l IPZ DETA /L
NO .5C,4L E-
z5.00'
&o. 00 '
/6 =o
(UNION AVE. N E.
5'0„
4'- 0f )1 51- 0. o2:
„S� O„
\-STO. MA/C. I1ERT. relRB 5!� GUTTER
2'"COMPgC'TED .9SPNgL T/C C'O^/CRETE
TOP COURSE
COMP. DE'PTN CR- SURi.4C//I!G &4.5e COURSE
Tyi�/CAL - f? O. W. //1 Pi4Dk1Z-1 E-NTS
/l/O SCAL E
L�GErvo =
TYPE -r CB A10.5
STA. S �l 64-
GR. EL. ¢38. 7
/NkI EL . -094, 6 6 /I2"O!/T)
M/l/. EL . 434 - 9918" /N)
6 f 00 1
p/- .4 CE 1, 4 S1-7101V CT // E.
7f 00
EX T. /S
►1, i I 1 TYRE I CB S
�11r� I RES/OENCE J i' ! STA. 5, 6 �
- 5cE RETE T/ON -L = 401
PIP AI DET
LA---- 4 9
`q I '+
1 WA a(( \\
1
i
TYPE II1- CB
J i I��:t _ Iw%CL w �Esr/ic3'oe sE oEr.) SE�E�
EXISTING 14 13 12 I ��I ; sro�r
I I i /15 - /z I \ 5� 12„
PAl�EMENT EDGE O.005_
1 2 /NL E T ; EXISTING CB \
STA. 4 t 48 ,4/M EY 4t 36. 8 Z
ti 3 5 \ 0.
00.74 P. T. \\ r \
4s Z
yTA
6v E�. h STA. it50 9 ��
otoo
.r .
30 A.
E�I� TYPE zj CB V O - TYPE I C'B � ` TtENTION PIPE
N I ; \ DETAI4)
2 STA_ / t 50 I STA . -7 Ylee
EX STING /2 '
h w
R
Z sroRiY/ oRAia I � I
c� /NL ET � t
4� . I i 1 4� 15r S� 63 I
w 3
i - -
EXIST/NG 6R.9DE ,47- OF Rle;WT- OF- W,4Y
(
I
M�CI��
--%--
F/N/S// OES/G/V AT g OF R 16'/1T- OF- AV-4Y
d
I
C
'I /
i
�'� WAsy,�
■
INL ET
■
TYPE Jr CB W1rV ST®. CO!/ER ('OLYA-,ORIC 5435)
®
TYWE' -Y C0 W171-1 STO. Fif',9ME ' COVI-R (OLYMP/C FND)" Ae54.35)
--
1
/Q
�
�0 8425
E
-/0 - /Z
`8STORM
SEWER IXl Z1*157N 3014A-fETEQ
��sT
ssF
_ T
NOTES
A ALL WORK AND MATER/A L S TO BE IN ACCORDANCE G l rl-1 C/TY OF ,0?EW7-0A1 STAM,0,4ROS
AND STANDARO SPEC/F/CAT/Oit/S FUR MUNICIPAL PUBLIC WORA(S CONSTRUCT/ON, /9771
PREPARED BY THE W,4S/1/NGTON STATE C/,/.9,oTER OF AM4CRICAiV 0UBL /C ItiDR/KS
ASSOCMT/ON t1A, /, W. 4)
2. STORM DRA//VS TO BE C/19PII/6 GA. GAL 11.) Wl rN TYPE F "c/O/NTS (4,91WCO R1(/G'GER OR
EQUAL) OR C0A&-RETE R/PE AYIPI RUBBER 101NTS EQUAL rO 145MT C-14 CLASS 2T
(6W- RA 5rReA1a7;1) AS A49 TED OX/ DRAW/it/GS . BED,01A16 TO BE 19f- A. P. W ,4 STO.
62J CLASS B .
3. ,SEE WATER PLAN FOR GENERAL LOCATION OF SEINER, STORM DRAINS, ,4NA9
EASEMENT COiVF/GURAT/ON
4, THE FOLL OWING A. P W. A. OR /Y/NG (rMAIry S714NOA1PO5 WILL BE USED:
T/ TL E KIA16 COUNTY ST,4NOARD A10, 4 RWA STANDARD A/ll.
STANDARD CURB I/VL ET SP - 6
,5'TA/VO,4RO PRE -CAST CATCf1 BA-TIAI
Trf E -r- A SP - /6
TrPE a sP- /3
ORIIIeWAY 0FT4&5 SP - 6
,57 4/UDARO BEOD/NG 62
CEME-NT CDA/CRETE S10CWXZ of S" T.4//C/< 14
S. MINIMUM COINER OF 2,5 FEET LI VER STORM GRAINS EX C EPT 2. 0 � EE T A T STA. Sf 6 D.
6. CURB RETURNS T® BE ow 3il FOOT RAO/l/S C//VL ESS 0A1 .0L XA1
A, z9UIL F
APPRO VZW FOR CON57iQUCT/ON
JNICk�r
CITY' OF RENTON ENG/VEER
DATE
CLIENT
TOWNSEND - CHASTAIN A ASSOC., INC.--1'0�-T
DEVELOPMENT COWSUL TANTS PROJECTvu 1 N n STA PZ,
LAND SURVEYORS VTR- T ' S mpm -- PL-Ati nFartL
409 SOUTH 3rd AVENUE
IYFA/r wa_sHllVrrnN QRnw DRAWN BY TY 4 I SCALE I" �4LD'44DIZ,IZ. . 1„= ILA' VEk-Tu. ,L I SHEET (/ �