HomeMy WebLinkAboutTED4003426.35SECT.18 T.23N. R.5E. W.M.
21+14.5 57.6L CONSTRUCTION NOTES:
\ W. VALVE REPLACE EXISTING WATER
STA 18+10, 24'L STA 19+95.3, 19.8 L 21 +24.7 59.71� n CB #10B CONCRETE INLET O REMOVE EXISTING CATCH
30LF 12" CPEP SD=0.5� STA 18+40, 24'L �+ 1-11.25 DEGREE BEND SERVICE LINE TO MAIN 36
7B TYPE 2 48) CB 7C TYPE 2 48) STA 21+86.9 21.9L (PIPE AND INSTALLATION BASIN*
CB # ( # ( RIM=27.8
IE=18.99 12" CPEP(N,E) - 33.6LF �i 2"CPE S=0.30% IE=19.15 12" CPEP(S) BY CITY
� IE=24.2 12" CPEP (E) 37 REMOVE EXISTING STORM
IE=20.02 EX (W) \ N CB #9 20 n 43 = REPLACE EXISTING WATER O DRAIN PIPE*
FMH848 RIM 28.31 4
PROPO ED PAVEM NT I RIM=27.4; 4 10" PVC SS _n _ IE E=23.21 0 METER AND METER BOX
LIMITS, SEE SHEE RP03 ` IE N=2o.81 2 109.4 LF 48 CPEP S=0.32
N 48 I IE NW=22. iw ^ iE- =20.21 (BY CITY) 38 REMOVE ABANDONED
IE NE=21.E:
CB # -►E-s=20.31 SANITARY SEWER*
37 20 CB # 7 -� `ter` 39 18 42 _� PROTECT EXISTING 8„
0; O w 12" CPEP SD' RIMY e A- �/ WATER MAIN 39 REMOVE EXISTING MANHOLE*
42 � RIM=� �,��- 0
CB
20 7
(� # 39 16 17 CT 31 CONNECT EXISTING STORM
CB --__ CB #9C 7 46 O 41 ADJUST VALVE BOX
z 13 9 =1 6 DRAIN PIPE TO NEW CB,
VERIFY PIPE DEPTH PRIOR ADJUST HANDHOLE J BOX
12„ CPEP SD l ' TO CONSTRUCTION 42 / -
Q : 48 CPEP SD 39 O (COORDINATE WITH PSE AND
� O8 ABANDON AND FILL EXISTING QWEST)
STORM DRAIN PIPE
0 15 38 16 20+43.07 37
W 39 V) 25 1 24 7 PROTECT EXISTING GAS LINE ADJUST POWER VAULT
12 13 A\O���� 20 B 10 9W a_ N� # 0 (COORDINATE WITH PSE) COORDINATE WITH (PSE)
18+00 41 20+ 21+00 22+00
ire W 1 87. I I p� O
0 6LF 12" CPEP U G ago AP 36 37 47 41 0 12 PROTECT EXISTING BURIED 44 BURIED TELEPHONE (BT)
O -
n
20 CB #8A s �. NOT EXIST.
�N
N -n.... _n `, s ;n . -^ (COORDINATE WITH QWEST) TELILLEPHONE CONDUIT EPHONE WN YIS OVERHEAD,
v
25 _n 28
1v1s,i VERIFY PRIOR TO
15 0 20 4 "- 12 PROTECT EXISTING BURIED
MH2Q` 26 28
�SSMH # 13 CONSTRUCTION.
\on; �� o o �'� 13 - POWER LINE (COORDINATE
CB#7A 41 7 o� _CKFIELD LOCATE CB TO
Q� . 41 S A TTU A VE. WITH PSE) 46
� �.� IZ°UN FENr: 14 � INTERCEPT EXISTING STORM
`f , 14 PROTECT EXISTING BURIED
U�, 44 7 26.4LF 12"CPEP S=1.51 DRAIN PIPE FROM BUILDING
-_.. z MH2987
Mti$4 CB2087 18 C82059 CABLE TV CONDUIT
W RIM=27 v6851 -- 12 CPEP SD RIM=29.57 RIM=27.15 MH841 41 RIM=27.73 (NOT FOUND)
t1�2203 I CTR. CHAN. RIM=28.08 IE=25.88 COORDINATE WITH
y .w ,w w IE N=24.28 49 ( 0 WARNING - SHALLOW
z CTR. RIM- . 9 O -18.42 CTR. CHAN.
-- _ RIM=27.17 IE E-24.23 47
=17 IE= �8 c - - =18.85 COMCAST
I I IE=24.57 I �� �% _� IE W=24.17 „ ) WATER MAIN IN THIS AREA
WITH CONTROL G \a 12 CPEP 11.6 LF i 30.7 LF 12 CPEP
�I I �2
�_ THIS LINE IS CALLED OUT AS
I Cr3�6 37 CB #8B iiM 26.50 S=1.14% 15 GAS MAIN RELOCATION PSE PROTECT POWER VAULT
IE=24.31 \ "PROPOSED TCK DUCT" ON Z
1987 SHATTUCK AVE. SOUTH 48 (COORDINATE WITH PSE)
Q
Y �\ a 3 INTERCEPTOR SEWER PLANS. CB 10A
# COORDINATE WITH VERIZON
CB #8C STA 21 +87 15.5E 16
H2779 BUSINESS FOR RELOCATION OF „
E TA 18+64.6 1'5.3R RIM=31.51
S cTR. cHAN. TYPE 2, 48 EXISTING FIBER OPTICS LINES 49 PROTECT EXISTING 3 DIA
» -18.00 STA 20+21.8, 14.91 CITY CONDUIT (COORDINATE
I TYPE 2 (48)RIM=281
1-11.25 DEGREE BEND . COORDINATE WITH ALLSTREAM WITH CITY
RIM=26.9 IE=20.75 12 CPEP(S) 17 )
16 FOR RELOCATION AND
IE=19.7 12"CPEP(W) o`' IE=20.65 12" CPEP(N)
Ia PROTECTION OF EXISTING INSTALL 18 OVERFLOW
E-19.8 12"CPEP(N)
IE=23.4 12" CPEP(W) FIBER OPTICS LINE 51 RISER AND SHEAR GATE,
IC
O PROTECT EXISTING AT&T FIBER SEE DETAIL ON
1
PLAN 18 OPTICS LINE (COORDINATE WITH SHEET SD07
C:) SCALE: 1" = 20' AT & T) *UTILITY REMOVALS PAID
SEE SHEET SD04-SD05 FOR FOR BY "REMOVAL OF
CD 20 PROFILE STRUCTURE AND
OBSTRUCTION".
z a- ^ �= RAILROAD BRIDGE o J 24 REPLACE AND RECONNECT
a_ �`' o ^ �- ^ ,-moo z ^ 0 O EXISTING 10" SANITARY
Q U w z z w^ � z ^0 - ^ �. SEWER.
0 I- c� c� .� w o w i-
J Z ^- ^ W Q o J 0 -I f- ^^ 4 � a- J W � O � 00 � W `-. � o
W J W LLJ Z Z U Z O Z O W Lij :zN Q_ W W O -� (O � 1
� 00 •• � � ° N � � a' X X � N LIJ U "� Z w w � � � v � � � 0 j z � 0 0 � N � o X � 0 25 ADJUST MANHOLE
O (n W N N U N N W Z 0
W U N O O W 0 li_ (� W W _ W U v U W U U U O Z U I- W U U
�'0 � O W � U a- 00 m Z U U N CO a N N Z N 00 U r2 N.
�� �N�•Y Q �� �p _ _ �� CO-Nc-l"� oo No >o � cfl>- oo�00N 26 ADJUST CB TO GRADE AND
Qj ENO + I-� O ��UO � O I-� Zo O �N N + r� N +U��I� N + ~��
U I- INSTALL SOLID LOCKING COVER
O +CD
~ N z 00 ao N O c0 �-) J (n w I- N + L0 N + O N r7 I n tf) : z O Cj N� z o `t - p ONO O Mop PO Z
��_ CD O O)Z J 0) CoN OQNO O N C� � N N N r,- NCn -
z Ln N 00 �N Z Q � Uj= J W k LLI NO N� .. N N N r-Y �..NY ~ �..r- N N Y 28
�r - � � co O O CONNECT TO EXISTING STORM
Q U Q U J Q II II it II DRAIN STRUCTURE
W �Y m� II II a_~ w w Q > Q > N N II II II II II II
z + Q NU cn Ua w Wow I- t- m� II Q � II II I- m-W W W W WO i-m-Wp ��+I 00 c~n U�w w w w
I'- _J I-- m� II II o Q Q x x cn U� w x ~°°-w w cn vim- - - - -J (nU�-W L�
w cn U w W w w w U-- x N w REMOVE EXISTING FIRE HYDRANT*,
z LJ 31
ti
Q PROPOSED GRADE
24 NEW FIRE HYDRANT AT STA±
21 +14.5, 57.6' L
- ROTATE MANHOLE T
-- 33 OP OUT OF
W 7 CURB LINE AND ADJUST TO
z GRADE, REPOSITION LADDER
U 166 L.F. 48 CPEP SD S=0.20% 117.3 L.F. 48}' CPEP SD S=0.09% RECORD DRAWINGS
140 L.F. 48" CPEP SD S=0.20% 65.2 L.F. 48" CPEP SD S=0.00% 56.3 L.F. 48" CPEP SD S=0.27% 16.5 L.F. 12 CPEP SD S=11.52%
Q SEPTEMBER 2010
BASED ON CONTRACTORS
RECORDS
PROFILE
ROSEWATER SCALE: H: 1" = 20' 20 0 20 40
C-
CLIENTS PEOPLE) PERFORMANCE V: 1 "=10'
1111 i AVENUE, S,I:L 1�z
�EAzz, w,ASHHN� 0v 98101 - J0 j SCALE IN FEET
SURVEYED: RAINIER AVE S (SR 167)
APPROVED FOR CONSTRUCTION SCALE: VERTICAL: NAVD 1988 IMPROVEMENTS PROJECT
DMJM RABBIS AECOM DESIGNED: HORIZONTAL: NAD 1983/1991 FIELDBOOK:
K Sm 1 • • w i
CITY OF PHASE 1 PAGE:
10900 NE 8TH STREET, SUITE 750 DRAWN R. EDRALN DATUM ` RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING N0:
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220 CITY OF RENTON DATE CHECKED: ATOFULL NE NSCALE Public Works Dept. STORM DRAINAGE &UTILITIES SD03
M.DELLLA IF NOT ONE INCH t
10 ADDENDUM NO. 1 WRE 07/091 KRS APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA-01 67(044) PLAN AND PROFILE STA 17+50 TO 22+33 SHEET: 34 OF•
Z
N0. REVISION BY DATE I APPR K BMITH
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