HomeMy WebLinkAboutzW-3700SetW
Z
Q
Ila—
W
S
44 lip:"
7`
10 LF OF 120 DIA., cs
;,11 al: �_ HDPE PPE 0 1.OX
CUT..'''::,:;
2
-71X ft
120 CULVERT END
SECTION WITH
EX. 8- SAV I~, IE=
71 niA- Inn jvi4
RIM = 373.60
4 IIINSt r Ir- 7'7t% t%f%
V,
SAN17ARv SEWER MANHOLE 1 " 1
V
RIM=1373.54
ke,
E _19�6"PVC NE'
I. 36 5.,.d P" -.6
l.-.=365,44"NO PIPE E'
I.E.=365.3218*PVC1 W)
k FOUND REBARA(`AP
IN
H0A 18730 '0i9
019 5 _7 18086 91 5�'83`
o",
8-01-12
d"
MAC NAIL/WASHER 4/ AS
LS 11691 1
Ill 165841.96
E:
382.54
........ ...
R
...............
10' POWER _ASEMENT I&
AFN 5664146
4
MAILLET,& Mt .
A SS QCIA
T. P. N. 4-#K Z3059Q
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---
PARCEL I'D"
SEE LEGAL DESCCIRIPTON
- - - - - - - - - - - - - - - - - - - - - - - - -
-------- - - - - --
=361.1318"i NW)
FOUND REBAR/C"Ap
LADDER (SE)
CAP UNREADABLE
� 4
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
7 0 2
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
J!"
4
AVER T -
ni= 59'09
t-= 367.31 2"(_"ON C
224-5
-.00'
-- - - - - - - - - - - - - - - - - --- - - - - - - -
A=10.90'
EASEVEI'll FOR PARKING,
L :RCU_AI.10N, AND
42 29 0.079 a 105 i2 18 8 46
ANDSCAPING AFN 9009170,446
3 Design A and sections for 42" thru bil" dwr*W and 49" x 33' thru
SCRIBED FIX"
49 _33 0.109 1 0.106 13 21
5-, 38 0 18 26 12 63
N: 16542'. 12
5' GAS EASEMENT
4711ON SYSTEM %*I BE CONITECH CLIP
AFN I
AM DETAILS SHEETS C1.9 dr C1.9A)
Th. Connector section shag be attached to go end section by vial
mvift or bolts and shag be the same thickness n ft and ammon
-VOL PROVIDED= 48,957 CFT ASP INVESTMENT,
-OUTLET ELEV. = 370.12
114 146 3 Pr 2 T7
TOP ELEV. = 374.62 T.P.N. 29230591.58 1
z
-SYSTEM E= 369.629 60 PARCEL "C"
REFER TO CONTECH DUAS ON RAW 20'
SEWER, EAHMENT
►E WITH &M MIT POLE LOCATIONS
AFN 9009170444
CS S14ALL, BE SUBMM TO EINGINIEER
wAymemmift-O&
I" W40 strap. 16 gage Oak- obw fanow" aft a 1_7 do-
DIMENSIONS (INCHES)
PIPE THICKNESS -7--_
DAM, (INCHES) A 8 H F L W
_ :�
TOL TOL TOE TOL
INGRESS, EGRESS
EASEMENT
W long galvanized bolt and ona, 9*mwelimmis Put
,/INCHES" S
STEEL ALUM i I' MAX 1" 1 IQ" �2'
12 0064 0030 6 6 8 21 24
is 0,064 0030 8 8 28 30
AFN 9009170443
PIPE
PIPE
4 31 36
oaa4 ooma a 10 6
21 Cap O. OW 9 6 38 42
46 1 PC 2 V2 I
52 1 PC 212 1
V
C:ONNECTOR
PIPE SECTION
-40
So �Pc 2 TifREADED
OUND TACK
SANITARY SEWER MANHOLE
N FACE OF CURB I
RIM= 370.63
8-0 2
.E._362.23(6"Di NE
90 0109 0.130 18 33 87
0190 0 13D 18 36 ;2 87 120
72 _0.'09 0139 Is 36 '2 87 12i8
78 0.108 0136 10 42 87 132
84 a 'all 0.130 18 46 12 _87 _138
E. 1.03'8"PVC E
ANNULAR ENO CORRUGATIONS ANNULAR FPO CORRUGAM
TYPE 1 TYPE 2
DESIGN A
HELICAL. END CORIKIGATED PPE AM POW AMC
TYPE 3
J UU, Jj( I Z r- yl, 3
W
=361.1318"i NW)
LADDER (SE)
The diarnmer of the and section of Dealer B " match " inside
diameter of the Concrete pipe
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
SPAN F69E STEEL ALUM MAX
--- - ___ - I, - - . I_ 1 1,2'
7 0 o" . 0 W . 7 9 8 19
21 Is 0.004 COW 7 10 8 23
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
U D
AVER T -
24 18 0064 0.081) 8 12 6 28
t-= 367.31 2"(_"ON C
of 13' to 20r •r-kmw SW sections for larger son of ppm rnay
Do multiple, Pam in conkurnonce with the tabulated wkim
FLARED END SECTM
28 20 0.064 0,075 9 14 6 y
36 0079 0,075 10 is Is 39
48 66 PC 2 Ir2 I
W 70 1 PC 2 1,12 1
21 LF OF 120 DYL RCP
42 29 0.079 a 105 i2 18 8 46
PIPE 0+.5+1.
3 Design A and sections for 42" thru bil" dwr*W and 49" x 33' thru
SCRIBED FIX"
49 _33 0.109 1 0.106 13 21
5-, 38 0 18 26 12 63
N: 16542'. 12
113" x 57' arch wdh annular corrugsbons and SO helically Corrugated
a rich inCkide one loot of piper Winglitli as a Coi 4 motor section.
E: ' 30259 2-315
64 43 0 0.130 0106 16 30 12 70
160 1
EL -. 37 5, .5 2
Th. Connector section shag be attached to go end section by vial
mvift or bolts and shag be the same thickness n ft and ammon
RN = W9.%=
120 E IE= 3mrst 07
120 W IE= 3M.51 95
RIM = 379.37
12" E IE= 3"-.37-376.11
12" W IE= 375.94
SEE STD. PLANS 200.00,
203.00
ALL PAVING AND TRENCH RESTORATION
SHALL COMPLY WITH THE CITY OF
RENTON STAN6AIS
RIM = X3®04623
3Wm
128 E IE= 388.25 (EX)387.63
12* W IE= 380.+6387.58
SEE STD. PLANS 2^^-'!LTYAST CATCH BASIN TOP
203.00 7'INTO NEW CURBLINE
RIM = 393.64
12" E IE= 391.59
SEE STD. PLANS
201.009 204.40, 260.10
33 LF OF 80 DIA. DUCTILE
IRON PIPE 0 0.5%
CONNECT TO EX.
CATCH BASIN,
ASSUMED IE= 391.42
in
N� Iqqmmmmm�
lail
BAR
_ ..............
.............. -
...........
71 l0
\J J
J
AL 51
R '13 010,88., TYPER
eaml
emaeal
aeal . ....
emaeal 'N
31
mmeel jk
,US ST� emaeal
+eal aeliqlaileal
4emeeal
0 ......
41 ........... .
"W1
z
74 LF OF 12 DIA. HDPE , Wx,
PIL
STORM PE 0 0.5%
I ... . .....
vas
r
............. k
..... ..... ....
PAV
. . ........ L JNG
...............
BRASS,11-
D
ALL IAND TRENCH RESTOMMON
. ..........
. .... ......
N A
......... S,
\J,
COMPLY WITH THE' Clr( OF
P R ALL
N,
...... ....... RENTON STMDA,RDS
S14
379.11 S,E . ..... . R D 1 76TH)
......... . ...
. . . . .......
............. 252837 AD T (2012
i i N i'l
)Hite HDPE
..... ......
8..5% 0.2% CMF 1 "S 169'
(SOLID COVER)
38 12 A
C
S T 0 RIO,
A RIM
E IE= 370.65 (EX)
Al
0
7 12" NE IE=
. .. .... \, X366.03
4 0 (1 '7' \
. ........... 41
... . ..... 51 2-c 120 W IE= *]Moff *93
WIM
Fil
OF
NC
-2
L
cl
TtEL-�HOADTH
NOTE 31
,4
86 %0.D
,SEE NOTE 4)
15%01)
)NCRETE AND DUCTI1 E IRON PIPE
TRENCH MOTH
il -5
SEE NOTE 3:
GRAVEL BAJCIqILL FOR
PIPE ZONE BEDDING
(SEE NOTE 2) e
f
FOUNDATION LEVEL
THERMOPLASTIC PIPE
TRENCH WIDTH
'SEE NOTE 31
PIPE ZONE BAC9FIL1
(SEE NOTE 1,
f
GRAVEL BAC*ILL FOR
PIPE ZONE DECIDING
;SEE NOTE 21
'0 a:
FOUNDATION LEVEL F
METAL PIPE
SITE UTILITIES LEGEND
MANHOLE
CATCH BASIN
CLEANOUT
VALVE (WATER)
FIRE HYDRANT ASSEMBLY
UTILITY CROSSING
NUMBERED NOTATION
WATER MAIN
SANITARY SEWER
UNDERDRAIN
STORM SEWER
•
■
Re
T
0
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
EXISTING. ALL STRUCTURES SHALL BE LOCATED
IN RELATION TO THE PROPOSED IMPROVEMENTS
2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR
TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS &
ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL
EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS
PRIOR TO EXCAVATION & CONSTRUCTION.
NOTES
1 See Standard Speaficetions Section 7-438.3(3) for Pips Zorn Sockb
2 See Standard SpKAcatom Section 9-03.12(3) for Gravel 96C• tr P40 Zom OnsoV
3 See Standard Specillcallons Section 2-00,41 for Memuntrivient of TROIKA ~
4 For sainitary wow inst"hion conIorelle We " be bedidecl lo GPMV Will
TRENCH MOTH
(SEE NOTE 31
PIPE ZONE
11400ILL
(SEE NOTE 1,
f
3R
GRAVEL BXCKFIUL FOR
PIPE ZONE SEDOMI
iSEE NOTE 2)
15% R1
FOUNDATION LEVEL
PIPE ARCHES
CLEARANCE BETWEEN PIPES
FOR MULTIPLE INSTALLATIONS
DISTANCE
PIS Sly METIMEEN
ISAJIM111ELS
12" to 24' 12-
CIRCULAR PIPE
(DIAMETER) 3T to W DLAM r2
102" to 180" 4111'
PIPE ARCH 1a. W 38" 12'_
(SPAN) 43'10 142" SPAN 13
METAL ONLY 14r 10 20(r Ar
al
3'DA3 lilt!
zom Weems
AM SACKPILL
STAPINDAM PLAN
SHEFT , or , $WWI
Harold J. poomb" KIfN
ARCH
W
MOTES
SN
The diarnmer of the and section of Dealer B " match " inside
diameter of the Concrete pipe
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
SPAN F69E STEEL ALUM MAX
--- - ___ - I, - - . I_ 1 1,2'
7 0 o" . 0 W . 7 9 8 19
21 Is 0.004 COW 7 10 8 23
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
U D
-UD
24 18 0064 0.081) 8 12 6 28
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
EXISTING. ALL STRUCTURES SHALL BE LOCATED
IN RELATION TO THE PROPOSED IMPROVEMENTS
2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR
TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS &
ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL
EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS
PRIOR TO EXCAVATION & CONSTRUCTION.
NOTES
1 See Standard Speaficetions Section 7-438.3(3) for Pips Zorn Sockb
2 See Standard SpKAcatom Section 9-03.12(3) for Gravel 96C• tr P40 Zom OnsoV
3 See Standard Specillcallons Section 2-00,41 for Memuntrivient of TROIKA ~
4 For sainitary wow inst"hion conIorelle We " be bedidecl lo GPMV Will
TRENCH MOTH
(SEE NOTE 31
PIPE ZONE
11400ILL
(SEE NOTE 1,
f
3R
GRAVEL BXCKFIUL FOR
PIPE ZONE SEDOMI
iSEE NOTE 2)
15% R1
FOUNDATION LEVEL
PIPE ARCHES
CLEARANCE BETWEEN PIPES
FOR MULTIPLE INSTALLATIONS
DISTANCE
PIS Sly METIMEEN
ISAJIM111ELS
12" to 24' 12-
CIRCULAR PIPE
(DIAMETER) 3T to W DLAM r2
102" to 180" 4111'
PIPE ARCH 1a. W 38" 12'_
(SPAN) 43'10 142" SPAN 13
METAL ONLY 14r 10 20(r Ar
al
3'DA3 lilt!
zom Weems
AM SACKPILL
STAPINDAM PLAN
SHEFT , or , $WWI
Harold J. poomb" KIfN
ARCH
MOTES
PIPE ARCH IHWAOdES DIMENSIONS (INC M END
DIMENSION (INCHES; A B H i W I -ORT SECT".
(INCHES) S
TOL TOL TOL TOL TOL SLOPE
The diarnmer of the and section of Dealer B " match " inside
diameter of the Concrete pipe
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
SPAN F69E STEEL ALUM MAX
--- - ___ - I, - - . I_ 1 1,2'
7 0 o" . 0 W . 7 9 8 19
21 Is 0.004 COW 7 10 8 23
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
2 Skit sections shall be made in one piece br round pipe wit a
dwrielmi of 17'bD 24" inciuevii and for pipe archim, with a mea,
6T thm 72'diannetair pipe 7 . 2* 1W arge
78" and 84" dwymMer pipe. and
24 18 0064 0.081) 8 12 6 28
42 52 21/2
PC
of 13' to 20r •r-kmw SW sections for larger son of ppm rnay
Do multiple, Pam in conkurnonce with the tabulated wkim
77"x52" 883" x Sr pois 2 1?" . 2 .17 arillat
28 20 0.064 0,075 9 14 6 y
36 0079 0,075 10 is Is 39
48 66 PC 2 Ir2 I
W 70 1 PC 2 1,12 1
The above galvanized angles shmill be GU@dmd bir 3W gskwwAme
42 29 0.079 a 105 i2 18 8 46
75 K 2 PC 2 1/2 1
3 Design A and sections for 42" thru bil" dwr*W and 49" x 33' thru
nuts and bolts
49 _33 0.109 1 0.106 13 21
5-, 38 0 18 26 12 63
SS iO3 2 PC 2 In 1
go 114 3 PC 2 1 11
113" x 57' arch wdh annular corrugsbons and SO helically Corrugated
a rich inCkide one loot of piper Winglitli as a Coi 4 motor section.
7 Galvanized a" mighe miribroarrimint will cm, pal �m go
64 43 0 0.130 0106 16 30 12 70
160 1
102 130 3 PC 2 1 i
Th. Connector section shag be attached to go end section by vial
mvift or bolts and shag be the same thickness n ft and ammon
Carrier panel seem on to -7 thru SC Ow Pon and Sr
& &T x 57' pipe arch End Secoons
8
D 130 0135 18 12 77
71 47 0 _i3
�09 1
114 146 3 Pr 2 T7
77 52 0 oo 0138 - 16 36 12 77
83 57 1 0
126 152 3 PC 14 1
138 158 3 PC 11. .
4 Design C may be used in lieu of D@sW A for all I pipe gobs
As an alternative to the WMGCWC Ill end WW�" Vil Mft W
pipe
except as noted. Coupling bands may be wry scomplable typo k,
the pipe apedfiel
wAymemmift-O&
I" W40 strap. 16 gage Oak- obw fanow" aft a 1_7 do-
DIMENSIONS (INCHES)
PIPE THICKNESS -7--_
DAM, (INCHES) A 8 H F L W
_ :�
TOL TOL TOE TOL
END
.., 4=1
T L
To,
5 Multilple panel skirls shelf have 2' lap smerm tightly prod by 3.T
stainless steel rivets or gallvancmd poft m 6" max.
W long galvanized bolt and ona, 9*mwelimmis Put
,/INCHES" S
STEEL ALUM i I' MAX 1" 1 IQ" �2'
12 0064 0030 6 6 8 21 24
is 0,064 0030 8 8 28 30
'H7
34 1 PC 2112 1
40 I PC 2112 1
PIPE
PIPE
4 31 36
oaa4 ooma a 10 6
21 Cap O. OW 9 6 38 42
46 1 PC 2 V2 I
52 1 PC 212 1
C:ONNECTOR
PIPE SECTION
24 0.064 0075 10 13 6 41 Ae
So �Pc 2 TifREADED
CONNECTOR LUG 2:
ROD (SEE NOTES,
THREADED ROID
39 079 0.075 12 16 51 W
36 6.071) 0105 14 19 9 W 71
42 0109 0105 le 22 W 84
'm 0,109 0A05 is 27 12 78 90
S4 0,100 --- 18 30 12 84 102
-2 114
70 2 PC 2 112
2 PC 2 112 I_
105 2 PC 2 V2 1
112 2 PC 2 irl I
122 2 PC 2 112 1
134 : PC
END SECTION
FOR THRU 24' PIPE FOR 3o' THRU W PPE
AND 7' x 13' THRU AND 35' . "U
za .2ir PIPE ARCH VINTH Sr . Sr PIPE ARCH WrH
END SECTION END S&CIW-
FOR A7 THRU W PPE AM
Or . 3r THRU Sr . Sr PIPE MIC.
ANNULAR END COPAbAATIDM AMC M-
90 0109 0.130 18 33 87
0190 0 13D 18 36 ;2 87 120
72 _0.'09 0139 Is 36 '2 87 12i8
78 0.108 0136 10 42 87 132
84 a 'all 0.130 18 46 12 _87 _138
i I 3m I
142 7 3 1 112 1
146 Y 21 PC 1 11 1
152 1 14
3 F -C 11
158 3 PC , I is I
ANNULAR ENO CORRUGATIONS ANNULAR FPO CORRUGAM
TYPE 1 TYPE 2
DESIGN A
HELICAL. END CORIKIGATED PPE AM POW AMC
TYPE 3
CONNECTION TO METAL
POPE
011.0 W
W
SPAN i
T
PIPE
d0
SPAN
CONCRIl PIPE
1
MINARM LAP
AFTER EXPANSION
REINFORCED EDGE
(SEE NOTE 61
GALVANIZED
SIEJEL OR
ALUMINUM SM7
(SEE NOTE 6, LESS 1. 31 SMOOTH GALVANIZED S`rIEEE UI at
31OIAM ANDOVER 17 OR ALUMN' POPE
4
PIVOT EXPANDER LUG
TOE PqATF
BOLT
T
OE PLATE
A W r ECTIENS-ON
A
W
A EXTENSION DESIGN S
CONNECTION TO CONCRETE PIPE
90-97 END ONLY
Pin - ELEVATION PIPE & POPE ARCH -PAN
POPE ARCM _ ELEVATION
FILL SLOPE
L
PIPE COUPLING SAND, SHOP BOLTED TO FLARED
END SECTION VA H 3W BOLTS AT e' ON CENTER
PIPE Ma m 0_11111
SLOPE
TOE PLATE EXTENSION WIEN REQUIRED
GALVANIZED STEEL OR ALUMMILIM, SAME
GAGE AS SIQRT, LAPPED 2' FASTENED W
3W 8 & OR AL Ri OR OALVANIZED
MAXIMUM OR EGUNALE T RIVETED OR WELDED
CONNECTION. F OR USE WTH ALL M. OF '"PE
AND PIPE ARCH LATH ANNULAR ENDS
END SECTION
STAX� 111119" W76AW"
1 SHEET ' OF I SHISET
APPAICIVISCI -00 MALCA _ TOM
SOL `S ON 12'
PIPE
MAY '-ENTFRS
DESIGN C
hiwow J. PO"Fft" 06-4"-0"
SECTION
CONNECTION TO METAL OR COMCI1tETIE
OUTLET ONLY
POPE
%compL.. x"
SEE STD. PLANS AND HILL PLANS 201.00, 1 "= 3 0 N H010011M. WO 11mini
04.50
RECORD DRAWINGS JEV 09/10/14 °"""'t ET
CITY OF RENTON CONSTRUCTION PLAN REVIEW RE SUBMITTAL JEV 06/20/13 ET
CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 CH�
KO
REVISION BY DATE APPR m"vAm
JEV
ONE NM
/Z RaL =ME
F WF ONE NM
$CALE ACCOROMY
m
W- 310002
KEITH OCONNELL
1501 4th Ave, Suits 1400
Seattle, WA 98101-3655
(206) 438-2700
F.F.E. 100.00 (ARCH.)
Ij U It. 1-t U
.av
( C I VI L
SURVEY BY-
sn7S & IEU MVGLNZZRDG MC.
4815 CEN79R S7RAZr
TACOMA WA 99409
TXU (253) 49'4 9449
FAX (253) 474-0153
BEIRCHNAM if
All elevations are based on
NAVD 88 datum.
BM #1) Elevation: 400-968*
KC BM OF8A" (350* SE OF
INTERSECTION -
COORDINATES: N: 165206.4,
E: 1303281.4)
TBM #2) Elevation: 400.69*
Railroad Spike.
03/28/13
VELMEIR RETAIL PHARMACY
UTILITY PLAN-PUBLIC (RECORD) PM
�11 ft
C3.3
31
y. Z
A c
m
m
:4
Z
Z
C3
m
Z
0
Z
c
3
ca
m
m
O
Z
>
001-
>
M
JO
.�
O
O
m
M
W
Z
Q
Ila—
W
S
44 lip:"
7`
10 LF OF 120 DIA., cs
;,11 al: �_ HDPE PPE 0 1.OX
CUT..'''::,:;
2
-71X ft
120 CULVERT END
SECTION WITH
EX. 8- SAV I~, IE=
71 niA- Inn jvi4
RIM = 373.60
4 IIINSt r Ir- 7'7t% t%f%
V,
SAN17ARv SEWER MANHOLE 1 " 1
V
RIM=1373.54
ke,
E _19�6"PVC NE'
I. 36 5.,.d P" -.6
l.-.=365,44"NO PIPE E'
I.E.=365.3218*PVC1 W)
k FOUND REBARA(`AP
IN
H0A 18730 '0i9
019 5 _7 18086 91 5�'83`
o",
8-01-12
d"
MAC NAIL/WASHER 4/ AS
LS 11691 1
Ill 165841.96
E:
382.54
........ ...
R
...............
10' POWER _ASEMENT I&
AFN 5664146
4
MAILLET,& Mt .
A SS QCIA
T. P. N. 4-#K Z3059Q
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---
PARCEL I'D"
SEE LEGAL DESCCIRIPTON
- - - - - - - - - - - - - - - - - - - - - - - - -
-------- - - - - --
=361.1318"i NW)
FOUND REBAR/C"Ap
LADDER (SE)
CAP UNREADABLE
� 4
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
7 0 2
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
J!"
4
AVER T -
ni= 59'09
t-= 367.31 2"(_"ON C
224-5
-.00'
-- - - - - - - - - - - - - - - - - --- - - - - - - -
A=10.90'
EASEVEI'll FOR PARKING,
L :RCU_AI.10N, AND
42 29 0.079 a 105 i2 18 8 46
ANDSCAPING AFN 9009170,446
3 Design A and sections for 42" thru bil" dwr*W and 49" x 33' thru
SCRIBED FIX"
49 _33 0.109 1 0.106 13 21
5-, 38 0 18 26 12 63
N: 16542'. 12
5' GAS EASEMENT
4711ON SYSTEM %*I BE CONITECH CLIP
AFN I
AM DETAILS SHEETS C1.9 dr C1.9A)
Th. Connector section shag be attached to go end section by vial
mvift or bolts and shag be the same thickness n ft and ammon
-VOL PROVIDED= 48,957 CFT ASP INVESTMENT,
-OUTLET ELEV. = 370.12
114 146 3 Pr 2 T7
TOP ELEV. = 374.62 T.P.N. 29230591.58 1
z
-SYSTEM E= 369.629 60 PARCEL "C"
REFER TO CONTECH DUAS ON RAW 20'
SEWER, EAHMENT
►E WITH &M MIT POLE LOCATIONS
AFN 9009170444
CS S14ALL, BE SUBMM TO EINGINIEER
wAymemmift-O&
I" W40 strap. 16 gage Oak- obw fanow" aft a 1_7 do-
DIMENSIONS (INCHES)
PIPE THICKNESS -7--_
DAM, (INCHES) A 8 H F L W
_ :�
TOL TOL TOE TOL
INGRESS, EGRESS
EASEMENT
W long galvanized bolt and ona, 9*mwelimmis Put
,/INCHES" S
STEEL ALUM i I' MAX 1" 1 IQ" �2'
12 0064 0030 6 6 8 21 24
is 0,064 0030 8 8 28 30
AFN 9009170443
PIPE
PIPE
4 31 36
oaa4 ooma a 10 6
21 Cap O. OW 9 6 38 42
46 1 PC 2 V2 I
52 1 PC 212 1
V
C:ONNECTOR
PIPE SECTION
-40
So �Pc 2 TifREADED
OUND TACK
SANITARY SEWER MANHOLE
N FACE OF CURB I
RIM= 370.63
8-0 2
.E._362.23(6"Di NE
90 0109 0.130 18 33 87
0190 0 13D 18 36 ;2 87 120
72 _0.'09 0139 Is 36 '2 87 12i8
78 0.108 0136 10 42 87 132
84 a 'all 0.130 18 46 12 _87 _138
E. 1.03'8"PVC E
ANNULAR ENO CORRUGATIONS ANNULAR FPO CORRUGAM
TYPE 1 TYPE 2
DESIGN A
HELICAL. END CORIKIGATED PPE AM POW AMC
TYPE 3
J UU, Jj( I Z r- yl, 3
W
=361.1318"i NW)
LADDER (SE)
The diarnmer of the and section of Dealer B " match " inside
diameter of the Concrete pipe
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
SPAN F69E STEEL ALUM MAX
--- - ___ - I, - - . I_ 1 1,2'
7 0 o" . 0 W . 7 9 8 19
21 Is 0.004 COW 7 10 8 23
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
U D
AVER T -
24 18 0064 0.081) 8 12 6 28
t-= 367.31 2"(_"ON C
of 13' to 20r •r-kmw SW sections for larger son of ppm rnay
Do multiple, Pam in conkurnonce with the tabulated wkim
FLARED END SECTM
28 20 0.064 0,075 9 14 6 y
36 0079 0,075 10 is Is 39
48 66 PC 2 Ir2 I
W 70 1 PC 2 1,12 1
21 LF OF 120 DYL RCP
42 29 0.079 a 105 i2 18 8 46
PIPE 0+.5+1.
3 Design A and sections for 42" thru bil" dwr*W and 49" x 33' thru
SCRIBED FIX"
49 _33 0.109 1 0.106 13 21
5-, 38 0 18 26 12 63
N: 16542'. 12
113" x 57' arch wdh annular corrugsbons and SO helically Corrugated
a rich inCkide one loot of piper Winglitli as a Coi 4 motor section.
E: ' 30259 2-315
64 43 0 0.130 0106 16 30 12 70
160 1
EL -. 37 5, .5 2
Th. Connector section shag be attached to go end section by vial
mvift or bolts and shag be the same thickness n ft and ammon
RN = W9.%=
120 E IE= 3mrst 07
120 W IE= 3M.51 95
RIM = 379.37
12" E IE= 3"-.37-376.11
12" W IE= 375.94
SEE STD. PLANS 200.00,
203.00
ALL PAVING AND TRENCH RESTORATION
SHALL COMPLY WITH THE CITY OF
RENTON STAN6AIS
RIM = X3®04623
3Wm
128 E IE= 388.25 (EX)387.63
12* W IE= 380.+6387.58
SEE STD. PLANS 2^^-'!LTYAST CATCH BASIN TOP
203.00 7'INTO NEW CURBLINE
RIM = 393.64
12" E IE= 391.59
SEE STD. PLANS
201.009 204.40, 260.10
33 LF OF 80 DIA. DUCTILE
IRON PIPE 0 0.5%
CONNECT TO EX.
CATCH BASIN,
ASSUMED IE= 391.42
in
N� Iqqmmmmm�
lail
BAR
_ ..............
.............. -
...........
71 l0
\J J
J
AL 51
R '13 010,88., TYPER
eaml
emaeal
aeal . ....
emaeal 'N
31
mmeel jk
,US ST� emaeal
+eal aeliqlaileal
4emeeal
0 ......
41 ........... .
"W1
z
74 LF OF 12 DIA. HDPE , Wx,
PIL
STORM PE 0 0.5%
I ... . .....
vas
r
............. k
..... ..... ....
PAV
. . ........ L JNG
...............
BRASS,11-
D
ALL IAND TRENCH RESTOMMON
. ..........
. .... ......
N A
......... S,
\J,
COMPLY WITH THE' Clr( OF
P R ALL
N,
...... ....... RENTON STMDA,RDS
S14
379.11 S,E . ..... . R D 1 76TH)
......... . ...
. . . . .......
............. 252837 AD T (2012
i i N i'l
)Hite HDPE
..... ......
8..5% 0.2% CMF 1 "S 169'
(SOLID COVER)
38 12 A
C
S T 0 RIO,
A RIM
E IE= 370.65 (EX)
Al
0
7 12" NE IE=
. .. .... \, X366.03
4 0 (1 '7' \
. ........... 41
... . ..... 51 2-c 120 W IE= *]Moff *93
WIM
Fil
OF
NC
-2
L
cl
TtEL-�HOADTH
NOTE 31
,4
86 %0.D
,SEE NOTE 4)
15%01)
)NCRETE AND DUCTI1 E IRON PIPE
TRENCH MOTH
il -5
SEE NOTE 3:
GRAVEL BAJCIqILL FOR
PIPE ZONE BEDDING
(SEE NOTE 2) e
f
FOUNDATION LEVEL
THERMOPLASTIC PIPE
TRENCH WIDTH
'SEE NOTE 31
PIPE ZONE BAC9FIL1
(SEE NOTE 1,
f
GRAVEL BAC*ILL FOR
PIPE ZONE DECIDING
;SEE NOTE 21
'0 a:
FOUNDATION LEVEL F
METAL PIPE
SITE UTILITIES LEGEND
MANHOLE
CATCH BASIN
CLEANOUT
VALVE (WATER)
FIRE HYDRANT ASSEMBLY
UTILITY CROSSING
NUMBERED NOTATION
WATER MAIN
SANITARY SEWER
UNDERDRAIN
STORM SEWER
•
■
Re
T
0
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
EXISTING. ALL STRUCTURES SHALL BE LOCATED
IN RELATION TO THE PROPOSED IMPROVEMENTS
2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR
TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS &
ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL
EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS
PRIOR TO EXCAVATION & CONSTRUCTION.
NOTES
1 See Standard Speaficetions Section 7-438.3(3) for Pips Zorn Sockb
2 See Standard SpKAcatom Section 9-03.12(3) for Gravel 96C• tr P40 Zom OnsoV
3 See Standard Specillcallons Section 2-00,41 for Memuntrivient of TROIKA ~
4 For sainitary wow inst"hion conIorelle We " be bedidecl lo GPMV Will
TRENCH MOTH
(SEE NOTE 31
PIPE ZONE
11400ILL
(SEE NOTE 1,
f
3R
GRAVEL BXCKFIUL FOR
PIPE ZONE SEDOMI
iSEE NOTE 2)
15% R1
FOUNDATION LEVEL
PIPE ARCHES
CLEARANCE BETWEEN PIPES
FOR MULTIPLE INSTALLATIONS
DISTANCE
PIS Sly METIMEEN
ISAJIM111ELS
12" to 24' 12-
CIRCULAR PIPE
(DIAMETER) 3T to W DLAM r2
102" to 180" 4111'
PIPE ARCH 1a. W 38" 12'_
(SPAN) 43'10 142" SPAN 13
METAL ONLY 14r 10 20(r Ar
al
3'DA3 lilt!
zom Weems
AM SACKPILL
STAPINDAM PLAN
SHEFT , or , $WWI
Harold J. poomb" KIfN
ARCH
W
MOTES
SN
The diarnmer of the and section of Dealer B " match " inside
diameter of the Concrete pipe
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
SPAN F69E STEEL ALUM MAX
--- - ___ - I, - - . I_ 1 1,2'
7 0 o" . 0 W . 7 9 8 19
21 Is 0.004 COW 7 10 8 23
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
U D
-UD
24 18 0064 0.081) 8 12 6 28
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
EXISTING. ALL STRUCTURES SHALL BE LOCATED
IN RELATION TO THE PROPOSED IMPROVEMENTS
2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR
TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS &
ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL
EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS
PRIOR TO EXCAVATION & CONSTRUCTION.
NOTES
1 See Standard Speaficetions Section 7-438.3(3) for Pips Zorn Sockb
2 See Standard SpKAcatom Section 9-03.12(3) for Gravel 96C• tr P40 Zom OnsoV
3 See Standard Specillcallons Section 2-00,41 for Memuntrivient of TROIKA ~
4 For sainitary wow inst"hion conIorelle We " be bedidecl lo GPMV Will
TRENCH MOTH
(SEE NOTE 31
PIPE ZONE
11400ILL
(SEE NOTE 1,
f
3R
GRAVEL BXCKFIUL FOR
PIPE ZONE SEDOMI
iSEE NOTE 2)
15% R1
FOUNDATION LEVEL
PIPE ARCHES
CLEARANCE BETWEEN PIPES
FOR MULTIPLE INSTALLATIONS
DISTANCE
PIS Sly METIMEEN
ISAJIM111ELS
12" to 24' 12-
CIRCULAR PIPE
(DIAMETER) 3T to W DLAM r2
102" to 180" 4111'
PIPE ARCH 1a. W 38" 12'_
(SPAN) 43'10 142" SPAN 13
METAL ONLY 14r 10 20(r Ar
al
3'DA3 lilt!
zom Weems
AM SACKPILL
STAPINDAM PLAN
SHEFT , or , $WWI
Harold J. poomb" KIfN
ARCH
MOTES
PIPE ARCH IHWAOdES DIMENSIONS (INC M END
DIMENSION (INCHES; A B H i W I -ORT SECT".
(INCHES) S
TOL TOL TOL TOL TOL SLOPE
The diarnmer of the and section of Dealer B " match " inside
diameter of the Concrete pipe
6 The reinforced edges of the size Ertl Sacfjwo WWO Do
Supplanumilad with gals Mmed a" NOWW Woe&
SPAN F69E STEEL ALUM MAX
--- - ___ - I, - - . I_ 1 1,2'
7 0 o" . 0 W . 7 9 8 19
21 Is 0.004 COW 7 10 8 23
1Hv`
� 2' __ 1 -
30 40 1 PC 2 112
36 46 1 PC 2112 1
2 Skit sections shall be made in one piece br round pipe wit a
dwrielmi of 17'bD 24" inciuevii and for pipe archim, with a mea,
6T thm 72'diannetair pipe 7 . 2* 1W arge
78" and 84" dwymMer pipe. and
24 18 0064 0.081) 8 12 6 28
42 52 21/2
PC
of 13' to 20r •r-kmw SW sections for larger son of ppm rnay
Do multiple, Pam in conkurnonce with the tabulated wkim
77"x52" 883" x Sr pois 2 1?" . 2 .17 arillat
28 20 0.064 0,075 9 14 6 y
36 0079 0,075 10 is Is 39
48 66 PC 2 Ir2 I
W 70 1 PC 2 1,12 1
The above galvanized angles shmill be GU@dmd bir 3W gskwwAme
42 29 0.079 a 105 i2 18 8 46
75 K 2 PC 2 1/2 1
3 Design A and sections for 42" thru bil" dwr*W and 49" x 33' thru
nuts and bolts
49 _33 0.109 1 0.106 13 21
5-, 38 0 18 26 12 63
SS iO3 2 PC 2 In 1
go 114 3 PC 2 1 11
113" x 57' arch wdh annular corrugsbons and SO helically Corrugated
a rich inCkide one loot of piper Winglitli as a Coi 4 motor section.
7 Galvanized a" mighe miribroarrimint will cm, pal �m go
64 43 0 0.130 0106 16 30 12 70
160 1
102 130 3 PC 2 1 i
Th. Connector section shag be attached to go end section by vial
mvift or bolts and shag be the same thickness n ft and ammon
Carrier panel seem on to -7 thru SC Ow Pon and Sr
& &T x 57' pipe arch End Secoons
8
D 130 0135 18 12 77
71 47 0 _i3
�09 1
114 146 3 Pr 2 T7
77 52 0 oo 0138 - 16 36 12 77
83 57 1 0
126 152 3 PC 14 1
138 158 3 PC 11. .
4 Design C may be used in lieu of D@sW A for all I pipe gobs
As an alternative to the WMGCWC Ill end WW�" Vil Mft W
pipe
except as noted. Coupling bands may be wry scomplable typo k,
the pipe apedfiel
wAymemmift-O&
I" W40 strap. 16 gage Oak- obw fanow" aft a 1_7 do-
DIMENSIONS (INCHES)
PIPE THICKNESS -7--_
DAM, (INCHES) A 8 H F L W
_ :�
TOL TOL TOE TOL
END
.., 4=1
T L
To,
5 Multilple panel skirls shelf have 2' lap smerm tightly prod by 3.T
stainless steel rivets or gallvancmd poft m 6" max.
W long galvanized bolt and ona, 9*mwelimmis Put
,/INCHES" S
STEEL ALUM i I' MAX 1" 1 IQ" �2'
12 0064 0030 6 6 8 21 24
is 0,064 0030 8 8 28 30
'H7
34 1 PC 2112 1
40 I PC 2112 1
PIPE
PIPE
4 31 36
oaa4 ooma a 10 6
21 Cap O. OW 9 6 38 42
46 1 PC 2 V2 I
52 1 PC 212 1
C:ONNECTOR
PIPE SECTION
24 0.064 0075 10 13 6 41 Ae
So �Pc 2 TifREADED
CONNECTOR LUG 2:
ROD (SEE NOTES,
THREADED ROID
39 079 0.075 12 16 51 W
36 6.071) 0105 14 19 9 W 71
42 0109 0105 le 22 W 84
'm 0,109 0A05 is 27 12 78 90
S4 0,100 --- 18 30 12 84 102
-2 114
70 2 PC 2 112
2 PC 2 112 I_
105 2 PC 2 V2 1
112 2 PC 2 irl I
122 2 PC 2 112 1
134 : PC
END SECTION
FOR THRU 24' PIPE FOR 3o' THRU W PPE
AND 7' x 13' THRU AND 35' . "U
za .2ir PIPE ARCH VINTH Sr . Sr PIPE ARCH WrH
END SECTION END S&CIW-
FOR A7 THRU W PPE AM
Or . 3r THRU Sr . Sr PIPE MIC.
ANNULAR END COPAbAATIDM AMC M-
90 0109 0.130 18 33 87
0190 0 13D 18 36 ;2 87 120
72 _0.'09 0139 Is 36 '2 87 12i8
78 0.108 0136 10 42 87 132
84 a 'all 0.130 18 46 12 _87 _138
i I 3m I
142 7 3 1 112 1
146 Y 21 PC 1 11 1
152 1 14
3 F -C 11
158 3 PC , I is I
ANNULAR ENO CORRUGATIONS ANNULAR FPO CORRUGAM
TYPE 1 TYPE 2
DESIGN A
HELICAL. END CORIKIGATED PPE AM POW AMC
TYPE 3
CONNECTION TO METAL
POPE
011.0 W
W
SPAN i
T
PIPE
d0
SPAN
CONCRIl PIPE
1
MINARM LAP
AFTER EXPANSION
REINFORCED EDGE
(SEE NOTE 61
GALVANIZED
SIEJEL OR
ALUMINUM SM7
(SEE NOTE 6, LESS 1. 31 SMOOTH GALVANIZED S`rIEEE UI at
31OIAM ANDOVER 17 OR ALUMN' POPE
4
PIVOT EXPANDER LUG
TOE PqATF
BOLT
T
OE PLATE
A W r ECTIENS-ON
A
W
A EXTENSION DESIGN S
CONNECTION TO CONCRETE PIPE
90-97 END ONLY
Pin - ELEVATION PIPE & POPE ARCH -PAN
POPE ARCM _ ELEVATION
FILL SLOPE
L
PIPE COUPLING SAND, SHOP BOLTED TO FLARED
END SECTION VA H 3W BOLTS AT e' ON CENTER
PIPE Ma m 0_11111
SLOPE
TOE PLATE EXTENSION WIEN REQUIRED
GALVANIZED STEEL OR ALUMMILIM, SAME
GAGE AS SIQRT, LAPPED 2' FASTENED W
3W 8 & OR AL Ri OR OALVANIZED
MAXIMUM OR EGUNALE T RIVETED OR WELDED
CONNECTION. F OR USE WTH ALL M. OF '"PE
AND PIPE ARCH LATH ANNULAR ENDS
END SECTION
STAX� 111119" W76AW"
1 SHEET ' OF I SHISET
APPAICIVISCI -00 MALCA _ TOM
SOL `S ON 12'
PIPE
MAY '-ENTFRS
DESIGN C
hiwow J. PO"Fft" 06-4"-0"
SECTION
CONNECTION TO METAL OR COMCI1tETIE
OUTLET ONLY
POPE
%compL.. x"
SEE STD. PLANS AND HILL PLANS 201.00, 1 "= 3 0 N H010011M. WO 11mini
04.50
RECORD DRAWINGS JEV 09/10/14 °"""'t ET
CITY OF RENTON CONSTRUCTION PLAN REVIEW RE SUBMITTAL JEV 06/20/13 ET
CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 CH�
KO
REVISION BY DATE APPR m"vAm
JEV
ONE NM
/Z RaL =ME
F WF ONE NM
$CALE ACCOROMY
m
W- 310002
KEITH OCONNELL
1501 4th Ave, Suits 1400
Seattle, WA 98101-3655
(206) 438-2700
F.F.E. 100.00 (ARCH.)
Ij U It. 1-t U
.av
( C I VI L
SURVEY BY-
sn7S & IEU MVGLNZZRDG MC.
4815 CEN79R S7RAZr
TACOMA WA 99409
TXU (253) 49'4 9449
FAX (253) 474-0153
BEIRCHNAM if
All elevations are based on
NAVD 88 datum.
BM #1) Elevation: 400-968*
KC BM OF8A" (350* SE OF
INTERSECTION -
COORDINATES: N: 165206.4,
E: 1303281.4)
TBM #2) Elevation: 400.69*
Railroad Spike.
03/28/13
VELMEIR RETAIL PHARMACY
UTILITY PLAN-PUBLIC (RECORD) PM
�11 ft
C3.3
31
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