HomeMy WebLinkAboutWTR2702934.1M
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DESCRIPTION NEW EXISTING
ROOF DRAIN
----RD - -
STORM SEWER
- --fin -
--
SANITARY SEWER
ss
- - -
WATER
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_
BOLLARDS
•
FIRE HYDRANT
p
WATER VALVE
Z
WATER METER
CATCH BASIN
■
CATCH BASIN
❑
STORM MANHOLE
O
SEWER MANHOLE
O
CLEAN OUT
0
AC PAVING
CONC. SIDEWALK
LANDSCAPING
EXTRUDED CURB --- -�
CONC. RETAINING WALL
FENCE
EX. DRAINAGE DITCH
IE(EX) 19.61
v E 10" -� „�
so I �- EX. 28 LF 18
VADS @ 1.0%
69 LF 18"0
P(P`Cat1.71 %
EX. CB RIM EL= 23.64' EX. 18'Ox�` NEW 5.0'� x \ 3
18 PVC lNV.N.EL=19.94 BIKE LANE
18" PVC INV.E.EL=19.89' i
PV
18 RCP INV.W.EL=20.54 EX. CURB
EX. 5. 0'
BIKE
12
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LAMP CONTROL BOX �� �;'�. NE END 8" PVC
>>•.� EL. 21.80
EX. LAMP NEW 5.0'//%
POLE i BIKE LANE
EX. CB RIM EL=25.20'
18" PVC INV,N.EL=19.94'
18" PVC INV,E.EL=19.89'
18" PVC INV.E.EL=21.40' EX. RISER-40
Q EX. FH
EX. W.END 18"
RCP EL. 21.72
0 = 05'34'54
R = 905.37'
L = 88.20'
EX. EDGE
ASPHALT
Z� = 01'36'56"
R = 905.37'
0/VG4 r L = 25.53'
CRfs
R1v
j EXIST
GUARDRAIL
66, J►
/ k �s
146.69'
(S 23'06'52" W) o G�
EX, CB RIM EL=26.13' r� l� �S 04'18 03 E -ya
18 PVC INV.N,EL=21.28 14.69
18" PVC INV.S.EL=21.08' �' / .? \� v S 66'53'08" E
Q . j / ,_, 2 DOMESTIC X 14.10' �L
WATER SUPPLY (PARCEL D) 7�
R 1 EX. LOT LINE TO _ = 134.00'
134
BE REMOVED - -
L _ 21.83'
EX. EDGE OF
ASPHALT----
�'/ / - (FAIRC L C) � �� NEW EXPANSION �s
34,354 SF SPRINKLERED \ o
F.F. 30.0
s \\ 6 DI SPRINKLER/
lot
FIRE LINE
/ s - EX. F.F. 27.0-T
6 I R(PARCEL )
EX. SHED 150 LF
I
(TO REMAIN) ;, 6 0 DIP
S 69'31 09 E I �- ^ti 1 -- 1 __ _ I X
CANOPY & `
173.32 /•%
LUNCH AREA
i' - - N 5fi4825 E v
/ BOILER /
EX CB
Z / , O 5
" < RIM=25.51
IE.=22.31�
Fv FH
EX 18"�5 \
EX WMH
0, TOP=25.82
ti W W v
w TOP/PIPE=20.32 ;� \
w x U EX WMH
TOP=26.01 EX 12" ,Q
a- IE=24.06 CONC Y
Q
" co
CD N o A= 88°49 46" 0= 2"10'10"� RIM=26.01 EX 8"-�
� R = 15' R = 352.11, IE=19, 51 PVC
o� >_ L=23.26' L=130.10
ck� ck� m
THIS AREA SUBJECT TO. -
EASEMENT GRANTED TO PUGET SOUND
POWER & LIGHT COMPANY, FILED
UNDER RECORDING NUMBER 5861254
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TOP=26.55t
PROPOSED 12" PVC
SDR-35 ® 0.46%
SEE NOTE 6 TOP=22.28
THIS SHEET EX 6"
I ---
S DE SEA Z---_
�- ;r- - I E=21.78
(7� UTILITY CROSSING DETAIL
N.T.S.
w,r.f -a
(LOOKING EAST)
65.83'-----�
EX. BUILDING s 1'4s'31» i
i O-1329 SF F.F. 30.0 FA'
F' ( E� /
�I �`-EX-**C.O.�
o + (2) STORY EX. OHD D.S. IE = 25.E
ob
LIMITS ov I EX. DOCK TIC
2ND FLR--,i---
��� ���• I (29.75') I RELOCATE-�; 4 ---
,�:,- EX. POWER _ j 20 R
U 11LI TY C� SINS
- ,;;BLUE BRUTE
PER D1L 1/02�/ I
A EX EP
e, �/
IE 24.28 �
U \
EX UP & _
GUY ANCHORFHA" 1 R,.,./ •- -- - S 34'00'37" E
TOP=23.62
IE=22.62
L t
L\ = 04'30'49"
R = 2308.00'
L = 181.82'
CONNECT NEW 6"0 SIDE - 12" W _ TYP. / EX UTILITY POLE
SEWER TO EXIST "WYE" STUB EX EP _ X WITH 4 EC DROP
INSTALL 6" C.O. EX SSMH DOWN NORTH SIDE
IE = 21.98
RIM=27.46 PROPOSED WATER ESMT
CONTRACTOR TO VERIFY/NOTIFY IE=20.42
ENGINEER OF EXISTING IE (6" E)=20.52 Q TO CITY OF RENTON
INVERT ELEVATION. A = 59'51'00"
EX6"PVC R=175.99'
L = 183.84' // * * UNDER -SLAB SEWER IN EXPANSION
TO BE RUN ® S=1.07, PLUMBING
EX UTILITY POLE
SUBCONTRACTOR SHALL ADJUST
ALLOWABLE FIXTURE COUNTS
ACCORDINGLY
WATER & SEWER PLAN
1 "=30' (PLAN NORTH)
WATER TABLE
1O SIB' 11K EXIST. WATER MAIN
\5 INSTALL:
INSTALL:
*1-6 DDCVA PER C.O.R.
1-10"X6" TAPPING SLEEVE & GATE VALVE
STD PLAN NO B-99
1-27 LF 6 D.I.P.
1-CONC. BLOCKING
1-FIRE HYDRANT ASSEMBLY
PER C.O.R. STD PLAN
6� INSTALL:
NO. B-102
STORTZ FITTINGS ON ALL
EXISTING FIRE HYDRANTS
22 INSTALL:
AS SHOWN.
*1-11/2" DOMESTIC WATER SERVICE
AND METER PER C.O.R.
O7 INSTALL:
STD PLAN NO B-107.1
*1-6 SPRINKLER RISER
INSTALL:
EXISTING METERO
8
1-REDUCED PRESSURE BACKFLOW
TO REMAIN
ASSEMBLY PER DTL 1/C10
INSTALL:
33 INSTALL:
1-REDUCED PRESSURE BACKFLOW
*1-11h" LANDSCAPE "NOW" METER
ASSEMBLY PER DTL 1/C10
& DCVA PER C.O.R.
STD PLAN NO B-101
O9 CONTRACTORTO COORDINATE W/
wen-emp
„
OWNER THE RE-ROUTING OF
O SHii�• EXIST. WATER MAIN
EXISTING WATER SERVICE/UTILITIES
INSTALL:
TO EXISTING BLDG.
1-12"X6" TAPPING SLEEVE & GATE VALVE
1-CONC. BLOCKING
CONTRACTOR NOTE:
ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE
REQUIRED. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO PROVIDE THE
NECESSARY FITTINGS AND MATERIAL TO
INSTALL THE WATER SYSTEM. VERIFY SPRINKLER
SUPPLY SIZE W/ DESIGNER PRIOR
TO INSTALLATION, SEE PLAN NOTE 2.
P.I.V.
S 66'53'08" W
15.09'
,r- EX FH Q
` - $
PROPOSED WATER ESMT
TO CITY OF PENTON
RKOMMENDBL3
FOR A ' !tOVAL
B) V,, p a
B), ''/ % 9 ` of
RpcomjiENDED
FOR A rP'PRC
By,..�.
WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED W/
OWNER, VERIFY SIZE OF SUPPLY LINES W/ OWNf_R PRIOR 10
INSTALLATION. SEE PLAN NOTE 1.
WATER & SEWER PLAN NOTES:
1, INSTALLATION OF CORPORATE STOPS, WATER SERVICES,
LINES AND METEPS SHALL BE PER CITY OF RENTON
STANDARD DETAILS, ALL WORK BY CONTRACTOR.
PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY
OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND
REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. SPRINKLER LINE AND PUILDING SYSTEM DESIGNED BY
OTHERS. THE DESIGN SHALL INCLUDE THE ITEMS ABOVE
AS WELL AS DETAILS FOR RODDING AND BLOCKING.
VERIFICATION OF PIPES SHOWN & PIPE SIZES OTHER
THAN THOSE SHOWN BY THE SPRINKLER CONTRACTOR.
3. PUMPER PORT SHALL FACE STFEET OR FIRE ACCESS,
AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR
FIRE FIGHTING AND PUMPING OPERATION.
4. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME.
IF INSTALLED LATER THEY SHALL BE DIRECTED TO
THE SANITARY SEWER VIA AN APPROVED OIL/WATER
SEPARATOR.
5. REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) IS
REQUIRED BEHIND THE WATER METERS (EXISTING AND
NEW). BOTH RPBA S SHALL BE INSTALLED ABOVE
GROUND WITHIN A HEATED ENCLOSURE (HOTBOX) IN
ACCORDANCE TO THE DEPARTMENT OF HEATH
STANDARDS FOR CROSS CONNECTION CONTROL.
6. WHERE UTILITY PIPELINE SEPARATION IS LESS THAN (1)
ONE FOOT, INSERT ETHAFOAM HS 600 PLANKFOAM
BOARD OR EQUAL AS CLEARANCE SEPARATION.
SCHOBER, INC. EXPANSION
1400 MONSTER ROAD S.W.
RENT014, WA
WATER &SEWER PLAN
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��S�oNA L� � ��'?•
EXPIRES 3 8 2Q03
S j6,/ea/
POE Engineering, Inc.
CIVIL & STRUCTURAL ENGINEERING/CONSULTING
1314 8TH STREET NE, SUITE 102
AUBURN, WASHINGTON 98002
(253) 833-4052 / FAX (253) 833-4053
--CANNED FEB 15 2002 C2 of 10