HomeMy WebLinkAboutTED4001391.3Warp curb a gutter to match
exist. at STA. 42+74- , LT. 20383'
New curb &
`v Remove existrole t - gutter constr.
lnsf all Type IV inlet
b Grate E'tev. 22.79 �
t u
R = 60'
y
T=46.94
o
0
A = 7 6' 04' 39'
=79.67
L
O
ZrI
�.
r•�
_T F EX. GUTTER Yi
EX. EL.
22.95
P, C. 41 + 35 87
LT: 41' ±
T. C. = 23.46
01,11
`
C7
z
+' >
LL
OMI
~ X
W
-J = 41
v
oa (S 770
28' 29" W )
ao a
i
Sta.41 + 26±
EX. 12" conc.
PC.40+9782
Rt. 421+
RT. 28' f
EXIST. INLET
(to be re/oc4ted )
T.C. = 24.25
-
•
p 48 ,
CO <FX;st• 8of >! aNti j
h s;deS qt S t �• �. J 1
LL,a Sp, ) (IV `�/ -Exf,. 217e
v J LNG 2 3 ,3
61
l QP� a c
C's P M
OMIT OF PAVI- N' / fX. fl 23 ?4 h'� \
AT C" '��� End cone.
walk - S TA.
43+01, 1.t.740-'
r7V�
✓'
o \
6
Install monumen t, case, and cover
¢ z ,,St a, 42+ 24 16 W. 43
Zf "F G. 25.35
O EX. ELEV. 24.87
O i
O1 }
'STA. 0+ 20 F G. 25.5E
Q
erm'n
T -
-E X I-S-T ___ 36" ST
/
80'
0+50
Sta. 40+89 Rt. 28't
Exist. Inlet
\,
F. G. 25.83
(AL-T. 25.811
Exist. Gutter Elev. 23.75(F.G.)y/ s�/ 0�
C to remc7i n)
l
-
4
36" ST EXIST.
i
EXACT LOCA-VMM \ -
UNKNOWN ,�/
9 _
SQ
_ . T -----------
Burred cable - exact
* be
!o *ati n rq
-$--
V
. �.l `CL/-------~•.. - 2., PVC ----
s l
O
STA 0+75 r
r 25.97) (ALF G. 26.12 = ! III' - ro" 1 P
---- T---- G,,' NT. p l j
STA. 41 + 51 ± RT 29'+ - --- �� --- .... T -- - o .... �- -- 1 _- - - - _ ... T__
- -'---
ADJUST EX. MH
/�6 2
k T = 79. 23 �(,4 ; 26.03
A = 103°54'37"X JB relocate ""-30" C U LV.
L = 112.44 �� eo -STA. 1+00 ♦ (by other^)
l nstruct F 0. 26.32 tt:
TC- aPer •�ALT.26.07� TC.,2 tvN
(q�T_26.18 G7 m1;n (q� 06.03)
G'33 -OPP
r FAV N G �6) (q G ?6 3 `6 03) a' Q
^� o AITERNATEI� ME �Tt N r'&
� PLqN STA. 1120 6 �8�
/• + `v ov F G. 26.39 (ALT. 26.0W + ��
+
WARP CURB 8' GUTTER TO MATCH
EXIST ROLLED CURB a GUTTER Precast conc. Reta'ning Wall.
� AT STA. 43+05: LT. 129'± H,5ee Sheets 6 G,°?d /-of 8 for details. PRECAST STEPS TO BE e
LPLUG
o 0; ERECTED AT (3) PLACES. 0
+ Co+ SEE DETAIL, SHEET 70F8,
�•/` db rl-
R= 50 \ �`M (LOCATIONS DETERMINED w v
c/tea v a T= 63.92 d 6"conc. ST AT CONSTR. SITE) o- i ' Q
,r �. �`� i _ ►03056'O2" [. ./ 1 1 Q O /
° l ° aZ. �� L = 90. 70 Sta. 43+50 to St a. 48+00 H-'O
Yx
Pa Install open i oint Z��,STA.434-04 Lt.92'- `' Ex. Inlet - STA.45+LT 383 O W CITY OF RENTON R/W-. Z
6 / REL OCATE TO STA. 42+98, LT.99'f i , in accordance with TYPE I CB
S7 / Grate EL. 23.15 - Connect to CB STA.42+42, LT. 742± ' specif1 cat ions. ' Grcite Elev. 24.72 0' _
R;p with 60' + - 8" conc. ST I Connect to I8" ST EXisf. private drain file - 48"-60"cover
if with w9' ± - 8" conc. ST ! cn 0 �O.CKEF X REC E STA. 43+ 80 -S 6 w1 - ST
------------
611,S T
P. P. f
g_--__---
\ - E - -_ - __. - --- --- - -_ dw
a
PT 43+492 ,\ ' _ e °f exi at,rO4dwgy Shoulder -�_ _ _-� C B C,e of ex► a -
-_J LT. 39 _ _- Edge of exist. conc. under
T.C.=25.02 �--------.------------------- exist. asPh.over/o--------------------- ----- --- --- ------ --
50 4
39' `' "
i •a
� Q
4¢ ¢ 5 S. W. GRADY W Y a� 4
( S 7 70 27 ' 48" W) .
i p n
4 40'
i
49Edge of e 'st. conc. under
t
exist. QSP overlCr'
,TA. 42+ 80_ to 44+00----3J----------------------- ------ -- } - - - -- - -
RT. 48'+ to R.. 35'±_ j ___--------- ST
remove ex. conc. paving - - -- ----- ---- -- _-- - oud-=�-
- - - ST - - - IS - - - - - sr _ C. M.P. _ _- - ST CB E e of ez adwa� sh - er �-
Edge o exist. roadway shoulder3_ NC SIDEWALK Eit GURB -----
u t f a 4�---t-Ttf�_r_ - -
T ----------
0 - - - --- -- --- -- --
Loc. unknown - ,- - ._ - T -_--" _ - _- HEN R�U'V P.P. 2 Bur,ecl cables- 30" Cover-�
Extend as nec. �(
T. 43+32`31 RT 39'
T. C.=25.03
� -ram
STA. 42"+- 85unrrr.rnenm
RT.'_34'
Adjust exist. ST MH
' I T C -STA. I + �5'` T. C -
a ti c (gi-1 _2837 PG. 2c.-Z1 1Ct tn� (ACT-26.48
`�S �7) n STq Iv Ogg
391 N MATCH EXSnvO ENC F
1+40 F. G. 26.61 �) G _BE311V
CL M G
TC.;2646+ I C. �E.
op 3�, Q , _� � OFRNINIFR4 26.00 F (qLT . rq �6.6-> N
0 25.00
> 24.00
sa!
J
w 23.00
1
41 +00
24.46
Go 0
NN
t .716
SLOP E +
R26.80Ex.
ALITOF H
M EXl T `PAVING
I
42*00
SLOPE - .08
R = 100'
T = 78.24
A = 76' 04'42„
L = 132.78
M >
N W
n J
N W
)AIS
Rp E TIC'N
OD
N
(V d'
N
TC._�
(ACT. _`6.T6 e s
_2o2a
-STq I + 7
0
EEGINN11Vr
OF Rq'N/ER q VIESC P
RpJ6.y T
1
43+00
i
_
���
n
PROPOSED EASEMENT
I
rnrurnrnnnrrunrnnunurrnnnrPOWErRrrPOrLE
43 �
r..rrrr fell III r®r.r.
.r.r.rrrrr..rrrr.rrrr..rrrrrrr.ar.rr.ra..rr+
unnnnnnrnnrrnnrursrrr.
STA. + 50 , RT. 38
N
Install TYPE II CB # 5435 Frame
and Grat c
STA.45+60
RT 381
0
Grate Elev.24.41
TYPE I CB
O
Grate Elev.
24.72
.,10
PLAN
VIEW
Connect to
18" ST
o
with 5 _ 8
conc. T
L cn
SCALE
1"= 20
° LO
o
v co
�.i.�.
j
I ;
4
i .
:
10
rG
cii
O
I
I10
L0
tV
I
I
0
rn
O
N
I NV, ELEV. 21.00
STA- ,�+50
PROFILE VIEW
STALE HORIZ' 1" :9 20'
VERT' 111 = 2'
(DO NOT SCALE)
I
44tOO
425' - 18" C.M.P.
SLOPE.- .2 °/
I I I I
O O p U
C d
N
I
4 5+0 0
NOTE: C. B. GRATES TO BE
0.10 FT. BELOW GUTTER
GR ADE .
- Added curb - curve informafion � 1-12-72
_. Revised a added F. G. a T. C. elev. information
for revised 8' alternate plan for tronsitio-i to
Rainier Ave. So. project.
NO. - REVISiON i BY VvPPRR -DATE
r:.
r-
M
0
tr?
-F-
d
-C
d
d
V)
474.
Lw..T_��_.�.._.._
CITY OF REf-4TON I
ENGINEERING DEF AK TIWENT
S.W. G RA DY WAY
STREET IMPROVEMENTS
RAINIc0 -11c7. S. to LIND AVE. S1W,
DEstar E. 5havirr OAT 12-6-71 _-- F: E NO__ ,
DKA.wr WLDurlCarl
_ NOT E G 218, 221, 264,303
-
CHECKED--
_ SCALE-
APPROVE(
�. -- H55T.
. ....a '•.sue., ,i.. ... � � •..