HomeMy WebLinkAboutR-370008w
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10 LF OF 12' DIA.
HOPE PIPE 0 1.0 %:) 1
Sim- =L__ =• - \ ` 1rjICULVERT
"c---
= SEWER MANHOLE
1
1= 359.359. 39 �-
= 350.14(8'PVC E) 411
= 350.04(8"PVC W)
)DER (S) 12' CULVERT END
Ex. e SAINT SECTION WTfH
PoPRAP, IE= 370.70
MM = J /J.15V
12' E IE= 370.90
12' W IE= 370.80
_ SEE STD. PLANS 200.00, 126 LF OF 12' DIA.
Nc 203.00 HDPE PIPE 0 4.0%
PS �31 LF OF B' DA.
HDPE STORM PIPE
10 4.7%
11
SANITARY SEWER MANHOLE /
RIM = 373.54
LE =365.39(6'PVC NE) i ? 4,
I.E =365.44(NO PIPE E)
LE =365.32(TPV- "" /CAP ,
RIM = 377.46
8' E IE= 374.56 9158"
8' S IE= 374.46
SEE STD. PLANS 200.00, I ire
203.00
E
L:382,18.27
EL:38254
10' POWER EASEMENT
AFN 5664146
t �
RIM = 37521 I .� 8' N IE= 372.4eo 'i 8' E IE= 372.4� V �' 12' S IE= 37 2.35EE SIT). PLANS 201.0 ^ \ 204.4. . J o I 23 LF OF 12' DII °� HDPE STORM PIP0 1.0I Pi � SEE L
FOUND REBAR /CAP
CAP UNREADABLE
7 -20 -12
HIM = J / /.UU
tY E LE= 370.18
---- F- - - - - -- - - - -- TN.
EASEMENT FOR PARKING, I M
CIRCULATION, AND
LANDSCAPING AFN 9009170446
25' GAS EASEMENT
UNDERGROUND DETENTION SYSTEM SHALL BE CONTECH CMP AFN 9501250239
(REFER TO CONTECH PLANS & DETAILS SHEETS C1.9 & C1.9A)
-VOL PROVIDED= 48,957 CFF
- OUTLET ELEV. = 370.12
-TOP ELEV. = 374.62
-SYSTEM IE= 369.62, 6' PARCEL "C"
REFER TO CONTECH DETAILS ON PLANS 20' SEWER EASEMENT----4-
- COORDINATE WITH ISLAND UG14T POLE LOCATIONS AFN 9009170444�_
-SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER: "B"
5' INGRESS, EGRESS EASEMENT
AFN 9009170443
KIM = J /4.150
-
8' W IE (EX.)= 372.26
"RIGHT it
SEE STD. PLANS 201.00.
HDPE STORM PIPE
203.00
E IE= 370.65 (EX) PAR L A
0 1.5%
= 369.70
RIM = 378.31
SHEI. IEK ,,,,;NAL
12' N IE= 370.10
"BUS ��
12' W IE= 370.00
L -�
SEE STD. PLANS 201.00,
SECTION (8.70.60.00)
204.50 AND DETAIL ST4 TOLE
74 LF OF 12' DIA HDPE
RIM= 370.63
-m-9-
�) I.E.= 362.23(6'DI NE)
_
LE =361.03(8'PVC E)
NUMBERED NOTATION
LE.= 360.53(ff PVC S)
-
\ RIM - 376.00
_
-- ✓i-W -C
SR)tBARLTER SRRUCTURE
` WITH CSF MEDIA
4 SEE STD. PLANS
RIM = 377.5
\ WITH ZPG MEDIA
1Y E IE= 368.08
NCREFE DRIVEWAY �d1
12' SW IE= 366.28
CULVERT
12' E IE= 369.98
1E =36736(1YCONC E) -
- -'-
FLARED END SECTION
_ 3%
IE=
21 LF OF 12' DIA RCP
52 LF OF 12' DIA HOPE
PIPE 0 0.5%
FniiND �-
SCRIBED "X"
`
N:165421.12
\
E:1302592.35-- -
J�o
_
- ___--- -- -- -- EL:375.52
FOUND TACK
IN FACE OF CURB
8 -01 -12
i
A 1
i
I
RIM = 379.37
12' E IE= 376.37 ALL PAVING ENCH RESTORATION
12" W IE= 375.94 SHALL COMPLY THE CITY OF
SEE STD. PLANS 200.00, i
yam-- 203.00 RENTON STAND S
E' 152 LF OF 12' DIA. 12' W IE= 388.10 (�
. . " .. \
' 83 LF OF 6" RIM - 390.36
; UN DERORAIN 0 5.33% HDPE PIPE 1 8% 12' E IE= 388.25 (EX)
SEE STD PLANS 2 TWIST CATCH BASIN TOP
_ ' r
6" IE= 380.40 TTrr
\ RIM = = 37
6' E IE= 376.50
8' W IE= 376.01
SEE STD. PLANS 200.00,
203.00
FUTUM RETAL
1.1 Ac.
185 LF OF 8' DIA
HDPE STORM PIPE
0 0.7%
FUTURE ROOF DRAIN
8" IE= 377.33,
PLACE CAP AT END
113 LF OF 8' DIA
HDPE STORM PIPE
0 3.2%
12' IE= 372.09
12' IE= 370.12
i • •
I
ACCESS MANHOLE TYP.
• _(REFER TO CONTECH •
DETAILS)
12' IE= 372.11
-12' IE= 370.12
DAYLIGHT INTO
_ RIPRAP, 6' IE=
I:Cea
go
go
9-
qTl
r"
2 DROPS
62 LF OF 8' DIA.
HOPE STORM PIPE
0 1.0%
RIM = 380.96
6' S IE= 377.71
8' E IE= 376.18
8' N IE= 376.71
8' W IE= 376.08
SEE STD. PLANS
200.30, 203.00
71 LF OF 6' DIA
HDPE STORM PIPE
0 3.8%
/
122 LF OF 8' DW.
HOPE STORM PIPE
0 1.0%
ED
203.00 INTO NEW CURBUNE 1
237 LF OF 6' \ \
PERFORATED 4 #2 ELEV 400.69
,,°,,v UNDERDRAN O .4% RIM = 393.64 SPIKE
IIA. o U.I. n R
12'E IE= 391.59
Tor - _ SEE STD. PLANS
201.00, 204.40, 260.10
33 LF OF 8' DIA. DUCTILE
\IRON PIPE 0 0.5%
\\
\ \ . e" .I. WA �Qo,\ CONNECT TO DC
\ CATCH BASIN,
ASSUMED IE= 391.42
CID
5
o I
�c \ RIM = 380.40
6' IE= 381.30 8' SE IE= 377.50
\ 8' W IE= 377.40
SEE STD. PLANS
\ 201.00, 204.40
\ 96 LF OF 6'
PERFORATED
UNDERDRAIN 0 0.5%
X 97 LF OF 8' DIA
HDPE STORM PIPE
1 0 2.6%
1 1 11 1
® ` 1 5LFOF6'
UNDERDRAIN THRU
ROOF DRAIN CONNECTION
6' IE= 380.40
PROPOSED
TIETAL
16,270 sf
ZONED: WAM& ARMW (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
FFE • 384.40
v nu 2921058125
25 LF OF 6' SOLID 175 LF OF 6'
UNDERDRAIN O 0.25% `PERFORATED
6' IE= 382.40 / UNDERDRAIN 0 0.25%
WALL 0 5.0%
1 1 II
_ 6' IE= 380.75
RIM = 383.00
I 6' E IE= 380.50
I 8' NW IE= 380.00
SEE STD. PLANS 200.30,
203.00 II
1
X. I 41 SE11ER
I +I I
113 LF OF 6'
PERFORATED
UNDERDRAIN 0 1.8%
I Ia
Iz IRECT NAT
I I NLY
SEWER MANHOLE
r9
4(B"PVC E)
9(8 "PVC S)
FOUND REBAR /CAP
PACE ITS #11691
d� ACE S 11691
-01 -12
U
PROPER RTY I IM 4 . LE #73 -2
1 1 X. A .4
I1E. 3B Ot 8'PVC N)
EX. 8" SAN
LE =389. ( 'PVC SW)
LADDER (S
I
SEWER
12" CULVERT END SECTION 4-` /¢' i - _r ! FOUND REBAR /CTP
C '2 DROPS, 1 LUMI PACE LS 11691
` 28 LF OF 12" DIA IE= 380.00) WITH RIPRAP, \ °� # -'
w ` 'IE= 383.00 �� i l a 8 -01 -12 -�
HDPE STORM PIPE \ � ..: I::
-� 0 1.8% \
AGL
P _NC FOUND BRASSIwrx"
NIT DW O4
7 -1s -1z
£� RENTON ST DARDS EX. MANHOLE #13 -1 n
EX. MANHOLE #7252 -2 -". - B8.6B
25,837 ADT (2012 = 397.78 TC'388.68(8 PVC NE)
88.13(8'PVC E) "^ ^ER (S)
I.E =388.08(8"PVC SE) EX. ✓i' SEWER IN
I.E.= 387.78(8"PVC W)
LADDER (S)
SnTS AND HILL eoNt Y4A� "MO1
ITON CONSTRUCTION PLAN REVIEW RESUBMIRAL JEV 08/14/13 vi� 1 " =30'
ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 08/05/13 ET um
ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 06/20/13 °W1h EF KERN OCONNELL
ITON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 a� ,., 1 gym' DATUM 1501 41h Ave. Su"o 1400
KO *%j 'Q� Sea1Na, WA 98101 -3655
• MW OIC e101 (206) 438 -2700
REVISION BY DATE APPR °0"`"0Eq°°'
AiPIP @1FV
SITE UTILITIES
26 LF OF 8' DIAL
"RIGHT it
�' nla
HDPE STORM PIPE
ONLY' , / R
E IE= 370.65 (EX) PAR L A
0 1.5%
= 369.70
US ST
SHEI. IEK ,,,,;NAL
iuSIGNSS
"BUS ��
12' CULVERT END
L -�
12'
SECTION (8.70.60.00)
/
` "STOP"
74 LF OF 12' DIA HDPE
RIPRAP, IE= 382.50
T --
-m-9-
'STORM PIPE 0 0.5%
_
NUMBERED NOTATION
O
-
\ RIM - 376.00
_
-- ✓i-W -C
- 8' N IE= 372.5
\ STORMFI STRUCTURE
4 SEE STD. PLANS
` -
\ WITH ZPG MEDIA
�O 201.00, 204.40
NCREFE DRIVEWAY �d1
RIM = 378.00
ENTRANCE \ s
12' E IE= 369.98
-
,,
12' W IE= 368.18
52 LF OF 12' DIA HOPE
FniiND �-
STORM PIPE 0 0.5%
uN�
= Ls #11691
I:Cea
go
go
9-
qTl
r"
2 DROPS
62 LF OF 8' DIA.
HOPE STORM PIPE
0 1.0%
RIM = 380.96
6' S IE= 377.71
8' E IE= 376.18
8' N IE= 376.71
8' W IE= 376.08
SEE STD. PLANS
200.30, 203.00
71 LF OF 6' DIA
HDPE STORM PIPE
0 3.8%
/
122 LF OF 8' DW.
HOPE STORM PIPE
0 1.0%
ED
203.00 INTO NEW CURBUNE 1
237 LF OF 6' \ \
PERFORATED 4 #2 ELEV 400.69
,,°,,v UNDERDRAN O .4% RIM = 393.64 SPIKE
IIA. o U.I. n R
12'E IE= 391.59
Tor - _ SEE STD. PLANS
201.00, 204.40, 260.10
33 LF OF 8' DIA. DUCTILE
\IRON PIPE 0 0.5%
\\
\ \ . e" .I. WA �Qo,\ CONNECT TO DC
\ CATCH BASIN,
ASSUMED IE= 391.42
CID
5
o I
�c \ RIM = 380.40
6' IE= 381.30 8' SE IE= 377.50
\ 8' W IE= 377.40
SEE STD. PLANS
\ 201.00, 204.40
\ 96 LF OF 6'
PERFORATED
UNDERDRAIN 0 0.5%
X 97 LF OF 8' DIA
HDPE STORM PIPE
1 0 2.6%
1 1 11 1
® ` 1 5LFOF6'
UNDERDRAIN THRU
ROOF DRAIN CONNECTION
6' IE= 380.40
PROPOSED
TIETAL
16,270 sf
ZONED: WAM& ARMW (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
FFE • 384.40
v nu 2921058125
25 LF OF 6' SOLID 175 LF OF 6'
UNDERDRAIN O 0.25% `PERFORATED
6' IE= 382.40 / UNDERDRAIN 0 0.25%
WALL 0 5.0%
1 1 II
_ 6' IE= 380.75
RIM = 383.00
I 6' E IE= 380.50
I 8' NW IE= 380.00
SEE STD. PLANS 200.30,
203.00 II
1
X. I 41 SE11ER
I +I I
113 LF OF 6'
PERFORATED
UNDERDRAIN 0 1.8%
I Ia
Iz IRECT NAT
I I NLY
SEWER MANHOLE
r9
4(B"PVC E)
9(8 "PVC S)
FOUND REBAR /CAP
PACE ITS #11691
d� ACE S 11691
-01 -12
U
PROPER RTY I IM 4 . LE #73 -2
1 1 X. A .4
I1E. 3B Ot 8'PVC N)
EX. 8" SAN
LE =389. ( 'PVC SW)
LADDER (S
I
SEWER
12" CULVERT END SECTION 4-` /¢' i - _r ! FOUND REBAR /CTP
C '2 DROPS, 1 LUMI PACE LS 11691
` 28 LF OF 12" DIA IE= 380.00) WITH RIPRAP, \ °� # -'
w ` 'IE= 383.00 �� i l a 8 -01 -12 -�
HDPE STORM PIPE \ � ..: I::
-� 0 1.8% \
AGL
P _NC FOUND BRASSIwrx"
NIT DW O4
7 -1s -1z
£� RENTON ST DARDS EX. MANHOLE #13 -1 n
EX. MANHOLE #7252 -2 -". - B8.6B
25,837 ADT (2012 = 397.78 TC'388.68(8 PVC NE)
88.13(8'PVC E) "^ ^ER (S)
I.E =388.08(8"PVC SE) EX. ✓i' SEWER IN
I.E.= 387.78(8"PVC W)
LADDER (S)
SnTS AND HILL eoNt Y4A� "MO1
ITON CONSTRUCTION PLAN REVIEW RESUBMIRAL JEV 08/14/13 vi� 1 " =30'
ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 08/05/13 ET um
ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 06/20/13 °W1h EF KERN OCONNELL
ITON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 a� ,., 1 gym' DATUM 1501 41h Ave. Su"o 1400
KO *%j 'Q� Sea1Na, WA 98101 -3655
• MW OIC e101 (206) 438 -2700
REVISION BY DATE APPR °0"`"0Eq°°'
AiPIP @1FV
SITE UTILITIES
RM CATCH BRIM
= 375.20 (SOLID COVER)
�' nla
CR 1F
RIM -37 .38 12'
E IE= 370.65 (EX) PAR L A
RIM
= 369.70
.. =373.40(12"(12'
NE IE= 365.97 9104 1602
12'
E IE= 365.61
- t2 "(12'
W
12'
W IE= 365.51
SEE
FIRE HYDRANT ASSEMBLY
T row
UTILITY CROSSING
WA.-
I:Cea
go
go
9-
qTl
r"
2 DROPS
62 LF OF 8' DIA.
HOPE STORM PIPE
0 1.0%
RIM = 380.96
6' S IE= 377.71
8' E IE= 376.18
8' N IE= 376.71
8' W IE= 376.08
SEE STD. PLANS
200.30, 203.00
71 LF OF 6' DIA
HDPE STORM PIPE
0 3.8%
/
122 LF OF 8' DW.
HOPE STORM PIPE
0 1.0%
ED
203.00 INTO NEW CURBUNE 1
237 LF OF 6' \ \
PERFORATED 4 #2 ELEV 400.69
,,°,,v UNDERDRAN O .4% RIM = 393.64 SPIKE
IIA. o U.I. n R
12'E IE= 391.59
Tor - _ SEE STD. PLANS
201.00, 204.40, 260.10
33 LF OF 8' DIA. DUCTILE
\IRON PIPE 0 0.5%
\\
\ \ . e" .I. WA �Qo,\ CONNECT TO DC
\ CATCH BASIN,
ASSUMED IE= 391.42
CID
5
o I
�c \ RIM = 380.40
6' IE= 381.30 8' SE IE= 377.50
\ 8' W IE= 377.40
SEE STD. PLANS
\ 201.00, 204.40
\ 96 LF OF 6'
PERFORATED
UNDERDRAIN 0 0.5%
X 97 LF OF 8' DIA
HDPE STORM PIPE
1 0 2.6%
1 1 11 1
® ` 1 5LFOF6'
UNDERDRAIN THRU
ROOF DRAIN CONNECTION
6' IE= 380.40
PROPOSED
TIETAL
16,270 sf
ZONED: WAM& ARMW (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
FFE • 384.40
v nu 2921058125
25 LF OF 6' SOLID 175 LF OF 6'
UNDERDRAIN O 0.25% `PERFORATED
6' IE= 382.40 / UNDERDRAIN 0 0.25%
WALL 0 5.0%
1 1 II
_ 6' IE= 380.75
RIM = 383.00
I 6' E IE= 380.50
I 8' NW IE= 380.00
SEE STD. PLANS 200.30,
203.00 II
1
X. I 41 SE11ER
I +I I
113 LF OF 6'
PERFORATED
UNDERDRAIN 0 1.8%
I Ia
Iz IRECT NAT
I I NLY
SEWER MANHOLE
r9
4(B"PVC E)
9(8 "PVC S)
FOUND REBAR /CAP
PACE ITS #11691
d� ACE S 11691
-01 -12
U
PROPER RTY I IM 4 . LE #73 -2
1 1 X. A .4
I1E. 3B Ot 8'PVC N)
EX. 8" SAN
LE =389. ( 'PVC SW)
LADDER (S
I
SEWER
12" CULVERT END SECTION 4-` /¢' i - _r ! FOUND REBAR /CTP
C '2 DROPS, 1 LUMI PACE LS 11691
` 28 LF OF 12" DIA IE= 380.00) WITH RIPRAP, \ °� # -'
w ` 'IE= 383.00 �� i l a 8 -01 -12 -�
HDPE STORM PIPE \ � ..: I::
-� 0 1.8% \
AGL
P _NC FOUND BRASSIwrx"
NIT DW O4
7 -1s -1z
£� RENTON ST DARDS EX. MANHOLE #13 -1 n
EX. MANHOLE #7252 -2 -". - B8.6B
25,837 ADT (2012 = 397.78 TC'388.68(8 PVC NE)
88.13(8'PVC E) "^ ^ER (S)
I.E =388.08(8"PVC SE) EX. ✓i' SEWER IN
I.E.= 387.78(8"PVC W)
LADDER (S)
SnTS AND HILL eoNt Y4A� "MO1
ITON CONSTRUCTION PLAN REVIEW RESUBMIRAL JEV 08/14/13 vi� 1 " =30'
ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 08/05/13 ET um
ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 06/20/13 °W1h EF KERN OCONNELL
ITON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 a� ,., 1 gym' DATUM 1501 41h Ave. Su"o 1400
KO *%j 'Q� Sea1Na, WA 98101 -3655
• MW OIC e101 (206) 438 -2700
REVISION BY DATE APPR °0"`"0Eq°°'
AiPIP @1FV
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.
SURVEY BY.
S= & RGL ENGOVAER 'G IXC
4616 CSNZER SYR66T
TACOMA IA 96409
7678 (266) 474 -9449
FAX (253) 474 -0165
BRNCmuxa
All elevations are based on
NAVE) 88 datum.
BM (f1) Elevation: 400.968'
KC BM 'F8A (350' SE OF
INTERSECTION -
COORDINATES: N:165206.4,
E:1303281.4)
TBM (j2) Elevation: 400.69'
Railroad Spike.
FFE = 100.00 (ARCFL)
m 384.40 (CIVL)
DURING CONSTRUCTION, A CONTECH
REPRESENTATIVE MUST BE ON -SITE AND
PROVIDE A FINAL INSPECTION OF THE
DETENTION SYSTEM AND FILTRATION UNITS
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
B : Date:�/�
BY Dab:y
Dab:
BY: Date:
R- 310008
VELMEIR RETAIL PHARMACY
UTILITY PLAN -SITE
(-_1 J� I �- 370CC )g-
03/28/13
ae®
C1.3
am 8 M
SITE UTILITIES
LEGEND
C�JOG°�4C]
MANHOLE
•
GRAPHIC SCALE
CATCH BASIN
30 0 15 30
CLEANOUT❑
VALVE (WATER)
FIRE HYDRANT ASSEMBLY
T row
UTILITY CROSSING
NUMBERED NOTATION
O
WATER MAIN
W
SANITARY SEWER
SIN
UNDERDRAIN
-uD UD-
STORM SEWER
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.
SURVEY BY.
S= & RGL ENGOVAER 'G IXC
4616 CSNZER SYR66T
TACOMA IA 96409
7678 (266) 474 -9449
FAX (253) 474 -0165
BRNCmuxa
All elevations are based on
NAVE) 88 datum.
BM (f1) Elevation: 400.968'
KC BM 'F8A (350' SE OF
INTERSECTION -
COORDINATES: N:165206.4,
E:1303281.4)
TBM (j2) Elevation: 400.69'
Railroad Spike.
FFE = 100.00 (ARCFL)
m 384.40 (CIVL)
DURING CONSTRUCTION, A CONTECH
REPRESENTATIVE MUST BE ON -SITE AND
PROVIDE A FINAL INSPECTION OF THE
DETENTION SYSTEM AND FILTRATION UNITS
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
B : Date:�/�
BY Dab:y
Dab:
BY: Date:
R- 310008
VELMEIR RETAIL PHARMACY
UTILITY PLAN -SITE
(-_1 J� I �- 370CC )g-
03/28/13
ae®
C1.3
am 8 M