HomeMy WebLinkAboutW-392402tN7
co
T
M
N
co
0
0
N
a
0
a
0
a
0
0
r
N
3
0
m
m
0
N
I
m
i
a)
0
r
i
N
3
0
0
i
w
i
0
a
0
0
m
m
0
L
Y
Y
0
0
N
I
0 0
O
0
I
0
i
U
a�
a`
i
X
Lija
z
20 10 0 20 40
SCALE: 1" = 20'
EXISTING ROAD WEST OF CL - ESTIMATED
EXISTING GRADE ABOVE EXISTING GRADE (NO EDGE OF ROW
PROPOSED D.I.P. TOPOGRAPHIC INFORMATION)
44
PROPOSED FIRE
HYDRANTASSEMBLY
PER COR 310.1
EXISTING 12" RCP
IE 435.4
(TO BE REMOVED)43
CONCRETE THRUST
BLOCK PER COR 310.1
(TYP)
CAST IRON VALVE BOX
PER COR 310.1
43
5II
1
I
L
J
APPROX.
OF EX,
1
O
DATE:
12/14/2017
POINT
OF CONNECTION #3
1
MAIN
(P
STA 103+86.42, 25.00'R (DUVALL AVE NE)
16x8 TAPPING TEE (MJ X FL)
60f LF - 8" D.
P. CL -52
W/ (1) 8" TAPPING VALVE (FL X MJ)
EXISTING GRADE
EXISTING EDGE OF ASPHALT
PROPOSED GRADE @
PER C.O.R. DETAIL 300.1
DIRECTLY ABOVE
W/ THRUST BLOCKING
.....::::::::::::::i
APPROX. LOCATION
8"x6" TEE (MJxFL)
i
U -)r\
OF EX. 16" WATER
W/ (1) 6" GATE VALVE (FLxMJ
K
MAIN (PER W-2950)
W/ PExPE DI SPOOL PIECE),
1 8" PLUG MJ W
36"
(MIN.)
'
W/ THRUST BLOCKING✓
6400D.
-
-52
O
84
__j_U
f -5�
F-$.DLp-C
�-
60f
LF 8" I.P. CL
INSTALL HYDRANT ASSEMBLY
a
PER COR 310.1 W
5.6'
8t LF - 6"
STA 103+86.42
(COORDINATE FLANGE
(PIPE CROSSING
#6)
CL -52 D.LP.:;;
w
ELEVATION WITH CITY PRIOR TO
i
............::
INSTALLATION) w
:::::
(SEE SHEET C11.0)
W
W W
�I
0'1
1 1 ' "'........
NOTE: TEMPORARY BOLLARDS MAY
BE REQUIRED TO PROTECT HYDRANT
EXISTING 12" RCP
00
ti
Ln
rn
DEPENDING ON TIMELINE OF
(TO BE REMOVED, TEMPORARY w W
V-
v
HYDRANT INSTALLATION AND CITY
CONVEYANCE DITCH SHALL BE
Nt
""`
J
DUVALL AVE NE PROJECT.
IN LIEU OF RCP)
. J ...........
y.wwW
w
:....::::::.....:......::r.....
DUVALL
AVE NE FIRE HYDRANT PLAN
SCALE: HORIZONTAL: 1" = 20'
CENTER LINE OF
20 10 0 20 40
SCALE: 1" = 20'
EXISTING ROAD WEST OF CL - ESTIMATED
EXISTING GRADE ABOVE EXISTING GRADE (NO EDGE OF ROW
PROPOSED D.I.P. TOPOGRAPHIC INFORMATION)
44
PROPOSED FIRE
HYDRANTASSEMBLY
PER COR 310.1
EXISTING 12" RCP
IE 435.4
(TO BE REMOVED)43
CONCRETE THRUST
BLOCK PER COR 310.1
(TYP)
CAST IRON VALVE BOX
PER COR 310.1
43
5II
1
2.4%
4o/o_
J
APPROX.
OF EX,
1
O
DATE:
12/14/2017
1:
36" (MIN.)
U)
MAIN
(P
DRAWING NO:
C13
II
60f LF - 8" D.
P. CL -52
EXISTING GRADE
PROPOSED GRADE @
DIRECTLY ABOVE
RIGHT OF WAY
PROPOSED 8" D.I.P.
0)
U -)r\
K
36"
(MIN.)
40
LOCATION
6" WATER
ER W-2950)
35
0+90
30
DUVALL AVE NE FIRE HYDRANT PROFILE
SCALE: HORIZONTAL: 1 " = 20'
VERTICAL: 1" = 5'
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM,
REFERENCE 7-B
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN
THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED
ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA CI 10/A21.10-87. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C104142114-90. IF FITTINGS ARE 3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA
C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
ANSI/AWWA CI 10/A21.10.87 OR A COMBINATION OF ANSI/AWWA
C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE
WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE
WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF
ANSI/AWWA CI 10/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE
DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VALVE OPENING (M. V. O.) OF 5-1/4 INCH,
TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60
DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875
AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH
PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST
IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE
FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ
ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM
ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE
NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE
TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR
APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON
STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
WATERMAIN 12 INCHES AND LARGER SHALL BE ATA MINIMUM OF 48
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE
CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO
DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES
AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR
OF "PIG" ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A
MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE
OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR
7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY
THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM
THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND
MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE
ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR,
AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
4/25/18
SEE SHEET C1.0 FOR INFORMATION REGARDING THE
LOCATION OF THE HYDRANT AND WATER CROSSINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS,
ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING
BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO
BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE
80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE
80 PVC PIPE UNDER IMPROVED AREAS.
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEE, AND VERTICAL BENDS SHALL BE PER CITY OF
RENTON STD. PLANS 330.2 AND 330.3.
2. WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE DUCTILE IRON CL -52 TYTON JOINT (PUSH -ON)
PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES
OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED
RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES OF ROMAGRIP OR APPROVED EQUAL.
3. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH CONCRETE
BLOCKING PER CITY OF RENTON STANDARD PLANS.
20 10 0 20 40
SCALE: 1" = 20'
POINT OF CONNECTION #2
-c3u MLiuM /V1 M M
STA 3+04.15, 4'38'R
8" - 90° D.I. BEND (MJ) E CHELAN AVE NE
W/ THRUST BLOCKING--+' .•:' . '
E E E • •E F
E E E E E
E' 4�
• E E E E E E•'' P E. •. E E E E E E E E E E E E E E - E E
E E E E E E E E E E E E E E E E E E E E E E •E'
E E E E E E E E E E E E E E E E E- E E E• • 'E'
•' .�L E E E E E E E E• f, .E. • E E•' 'f . E• E E E E E
-_1 F__
CHELAN AVE NE WATER PLAN
SCALE: HORIZONTAL: 1" = 20'
8" - 900 D.I. BEND W/
THRUST BLOCKING
M76
431
POINT OF CONNECTION #2
8" TAPPING TEE (MJ X FL)
W/ (1) 8" TAPPING VALVE (FL X MJ)
PER C.O.R. DETAIL 300.1
W/ THRUST BLOCKING 42:
(SEE SHEET C14.0)
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK
#RENT159
BRASS DISK IN CONCRETE
RECESSED 0.6' BELOW THE TOP OF
MONUMENT CASE AND COVER IN
THE CENTER OF THE INTERSECTION
AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: 1 "=20'
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
421
`STA 4+04.35 7.00'L
INSTALL TEMPORARY 8"x8" VERTICAL CROSS (MJxMJ) FOR
REMOVAL OF POLYPIGS PER CITY OF RENTON STD. PLAN 300.6
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
BLOW -OFF ASSEMBLY PER C. 0. R. STANDARD DETAIL 340.2
(SEE SHEET C14.0)
4+24
-
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
TEMPORARY 2" GALVANZIED
PIPE AND 2" GATE VALVE PER
COR STANDARD PLAN 300.6
(SEE SHEET C14.0)
135
125
3+00 4+00 4+20
CHELAN AVE NE WATER PROFILE
SCALE: HORIZONTAL: 1 " = 20'
VERTICAL: 1" = 5'
Know what's below.
0111 before you dig.
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH
STREET BETWEEN CHELAN AVENUE NE AND
DUVALL AVE NE PER CITY OF RENTON SHORT
PLAT RECORDED UNDER RECORDING NUMBER
20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD
FIELD TRAVERSE METHODS FOR CONTROL AND
STAKING.
v CITY OF
RENTOR
Planning/Building/Public Works Dept.
CONCRETE THRUST
BLOCKING PER COR
STANDARD PLAN 300.6
(SEE SHEET C14.0)
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
W-392402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EPMENT ENGINEERING WATER UTILITY
+ +
[Abdoul Gafour 04/ 0/201
I-
mes 04/30/2018
3 8 '
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
WATER PLAN & PROFILE
DUVALL AVE NE
_j
EXISTING GRADE @
It It
O
DATE:
12/14/2017
1:
FIELDBOOK: NA
U)
RIGHT OF WAY
Z
DRAWING NO:
C13
SHEET: 1 OF:1
M
CENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
36"
(MIN.)
__j_U
f -5�
F-$.DLp-C
�-
APPROX
5.6'
(PIPE CROSSING
#6)
i
�I
0'1
N ti
141)
Ln
p rl
00
ti
Ln
rn
r6
V-
v
Nt
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
TEMPORARY 2" GALVANZIED
PIPE AND 2" GATE VALVE PER
COR STANDARD PLAN 300.6
(SEE SHEET C14.0)
135
125
3+00 4+00 4+20
CHELAN AVE NE WATER PROFILE
SCALE: HORIZONTAL: 1 " = 20'
VERTICAL: 1" = 5'
Know what's below.
0111 before you dig.
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH
STREET BETWEEN CHELAN AVENUE NE AND
DUVALL AVE NE PER CITY OF RENTON SHORT
PLAT RECORDED UNDER RECORDING NUMBER
20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD
FIELD TRAVERSE METHODS FOR CONTROL AND
STAKING.
v CITY OF
RENTOR
Planning/Building/Public Works Dept.
CONCRETE THRUST
BLOCKING PER COR
STANDARD PLAN 300.6
(SEE SHEET C14.0)
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
W-392402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EPMENT ENGINEERING WATER UTILITY
+ +
[Abdoul Gafour 04/ 0/201
I-
mes 04/30/2018
3 8 '
BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
WATER PLAN & PROFILE
DUVALL AVE NE
_j
It It
O
DATE:
12/14/2017
1:
FIELDBOOK: NA
U)
PAGE: NA
Z
DRAWING NO:
C13
SHEET: 1 OF:1
M