HomeMy WebLinkAboutTED4001923.2/1
ZA
BEGIN? 3.1 TAPER FOR
NET,` 15 ' UTIDE ACCELERATION/
DECELERATION LP>>\?E
\ \ \.
i ' ARCO DEVELOPMENT SEE SHEETS C-1 & C-2
4 v,1o.3" 5-0E gYp9ANr
GRANlico \
ISLPN�
Ile \
I I , G� U C_)
o? F+ STA. 38r 25 LT. t..
NEW CB, TYPE 1 WIOPEN
C v w CURB FACE & VANED i �; tt r Ott C w w
W U, GRATE � G- - TU_R', ONLY"
o a.
RIM = 316.43± (FLUSH : ` ' - 'M=#I �( SI21 TO BE IPLAC � ' E�
v W/GUTTER) pNT pgp�pS LO" O� ri w
� � I.E. - 314.96 LIGHT STA1\ _'A_RD W I N
Cf)- + zw
1 � 7
EXISTILNG COI\C. TALK / 'C
\ c T� r�, / 'Ell OO 0 F, 7
- _ A•.
77
16-.01•.TC. - - -
- 3#5_# T �',�' 315.51
FL
FIRE HYDRANT
TIED INTO 16" WATER LINE
_,YVSTRUC"T NEW COi C . CURB
AN, T GU=LEER PER CITY S'1 'S .
SEE 'DETAIL, SHEET C-5
EXISTING 5 ' WIDE SIDEWALK
PAVEMENT SIGN PER A
STDS. SEE DETAIL,
T C-5 !TYP. - 3!
CONC. TAYALK
�.18.73' TC 319•. 66. TC / r'
/ 318-23 FL \ '. 19- 16- FL
�.UNS'1` _UC'f NEW 12 ' WIDE I 1 CUNSl �U� '1 �!L�n! 3 ' In•'12h SUL=! A Ad_j 1 � w �3
ACCELE;�ATION/DECELERATION LANE CONCTRETE CURBING. SEE '_ETAIL,
SHEET -5 TY_ E S_ATA"_L7 EXISTING ASPHALT PAVEMENT
STA P.T. . +92.a2
2 3g REMOVE EXISTING x1TC. CURB 1.0' BEYOIt� EXISTING GUTTER FOR
-� - SMOOTH CONSTRU��TION BUTT JOINT
�� AND GUTTER �«-: �•�
RIMEX. = ) , $ EXISTING CATCH BASIN
RIM = 317.15 STA. 39+94 LT. $� 20 M _
- RL. 21 48
w__�
INTERSECTION N.E. 3RD STREET
STA. 42+36.68
EQ. JEFFERSON AVENUE N.E.
STA 0+°? 21
a
C
•i
ti
Q
o
CLU
al
C
• i
Q
s
O
�V
=
/ �
L
V a:
Uj
4--d
C
U Q
C
�0)
q)
O
u
a
Cn
E
w
C
•
O
oLJL
L
Q)
L
sC
a.0
li
o
Lr)
V
ccLo
cc
Q
I.E. = 312.45 tie SW) x - -� i
I6 6 C.I. TAPPING 1 tt $ yAr_VE _ <�r It �S x io.Z HyoR/a
I.E. 312.55 (12" NE) °� 2 " I.E. l'.5R ,8 I���' ----
11ii��11 , v
I. = 314.25 (8" SE) �. 0 20 LF 6 D.I. PIPE (PER RENTON SIDS.) ,
I.E. = 313.75 (8" NW) ``'�. �o� R on/ \ -
STD. HYDRANT ASSY. LT: 52.g
BLOCK & SHACKLE AS REQUIRE u 37 -ro9
ST +91 34.53 LT STA. LT. 30' STA. 37420, 39.25' LT.
NEW CB TYPE I STA. 35+69.95 -REMOVE__ -REBUILD
REB ILD EXISTING NEW CBS TYPE I
WI OPEN CURB FACE 8 HYDRANT ASSEMBLY W/ OPT CURB FACE &VANED GRATE
VANED GRATE LT. = FACE OF CURB ,�) �� INSTALL 3 LF RIM =3.30± (FLUSH W/ GUTTER)
RIM = 311.00± (FLUSH W/ GUTTER) 6 BEGI R FOR 2 6" C•I• SOLID SLEEVE � CONC. I.E. =0.00
I.E. = 308.00 ` TRANSI TO EXISTING 6" D.I. PIPE AS NEEDED v-�► @ S = 6.67%
ROAD WIDTH ; = REINSTALL HYDRANT LT. 5W 52.7 n 4 II
EX. S.Q.M.H. SHACKLE ROD & BLOCK To Z EXIST. S.D.M.H. TO REMAIN
ADJUST RIM TO .
CONSTRUCT NEW CONC. CURB PROPOSED FIN. GRADE C...�>. I CITY OF RENTON SIDS. 0
STA. 33+30 �' R�10�,%E EXISTING CONC. CU"tB X � � i 3' Z RIM= 314.3
AND GUTTER PER CITY SIDS. EX. RIM = 311.72 778.90 I.E. = 307.69(12" W)
ALL r, Erg, L'R I.E. - 305.40 (12" W) Ai\>� GUTTER
SEE DETAIL SHEET C-5 - � � ; STA. 37+00 � �-�" � I.E.= 307.54(12" W)
u OJF�_0v� S i = zn� Qn n o• r� . , �; _ �10°25'02'- GRADE g \ I / f�� - �_Q W
"Zn C'j Cl � , o" c- c*c w U ------
AND
i SE kiEl
Ar "EW 17T>t sT ��,+f �r "E fIT>t �cK i3T� ! IM ^45T
! ! a
• �'s'�f pIl �ur[r a
90o
e«
«[ I/T« R - ~,+....1 +Er r I ' «z. SE
z V["` rot"t" � Ile+" iST 5 IIRM SST
If 111
P n a 4 21 1w. On
112111 sT
tnw IT
aN[ INIt-- ---9 u
6Ke
t ` ! lr. SITE :3M�
N ty {T t t 11
-- --1--------�46-1----- '.f ySM t T4 U:-
I ' d
VICINITY MAP
/ v INJ w
o o / / 35+92.92 i g �� ` RECO �?�IE"JI0ED ••
0 0 m 5
-
'� M �FEXIST. DOUBLE YELLOW ' ` � �, Z
w ��.. a Lin o
\� \� \N.E. 3RD STREET FIC LINE TO REMAIN CC EXISTING CATCH BASIN ,t
RIM = 311.22 \ SD r BY __. _ DATE �
I.E. = 309.57 S" N1 �� / / � ::: Z
4 PLUG EXIST`8, STORMcf) _ n /1Z3�y�� Q , y ' W
\ DRAIN @BOTH Elr}DS�� WI - Z BY �� � 'DA-rG
„ CONC. OR WOOD (T20 44 � ~
EXIST. 12 STORMS E SD Q Q Q
\ �- S D m • �� A4' Ci
� COATED)
BY • /�.,.,.� DATE Q
3 .
SAWCUT EXISTING ASPHALT PAVE- T _- CONSTRUCT NEW cc,W W R:",` ,AYS AT
REMOVE EXISTING CONC . CURB T NEB^7 CURB LINE PER CITY ST'DS . BY Z Z
1.0 ` BEYOND EXISTING IIG GUTTER FOR DATE
Akl'TD GUTTER SMOOTH CONSTRUCTION? BUTT JOINT N_AINTAI N EXISTING ' RIVETV7_Y
WI'`TH A,1\71 LOCATION
LEGEND
?^I EXISTING WATER LINE 4/ 2� NOTE, b I
SD EXISTING STORM LIME
HYDRANTS TO REMAIN COVERED AND OUT
Kt�,,
OF SERVICE UNTIL PASSING PRESSURE 0 REVISION BY A R C O �fi' C� 40
PROPOSED ASPHALT PAVEMQ\IT
AND PURITY TEST. O� S�D�-�� �� 0)
� REVISION BY B.C.E. / �tiv a p p r vo
9!
O REVISION BY CITY
STAMP
DATE R E V I S I O N S type date C
S 3�3�BB ewLc✓tv As'��iL S-ENr�ivTS I 12918 ADDED FIRE HYDRANT PER CITY RE W. -REC Z
AS -BUILT PER SECTION 7-4 CONSTRUCTION MANUAL "�~ " NEW AM/PM drawn
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION {973 �oPe FtyvRfl�r/S G/T1 1011187i REVISIONS FOR CITY APPRO, CITY �TO
-� D �vTD�f.i ENGINEERS APPROVALt /�� j Q
Bar hausen
/(�// I 011 (87 prol, sheet
BY DATE � FAG �5362 ' C+'4
`_-67 11/18/87 REV. PER CITY REVIEW Consulting Engineers Inc. 3 10/14/8� ADDED EXISTING POWER POLE Ui
1/30/88 REVISED FIRE HYDRANTS PER Land Planning, Survey t Engineering Specialists 112
10/23/8 MISC. REVISIONS PER CITY V
"AS -BUILT" CONDITIONS f "75 s. M,t St svIt* rot Kw", wash 96032 (20C 67]-ss�� 10;y26 7 ADD I & REV'D. PER CITY REVIEW rev. of
S �3
m
y
Wz
o
M
�
®
O
® M
z° y
M■■r
N
W