Attchmt_6_Plans-Drawings.pdf
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- Replace Water System Piping & Appurtenances, LEWI Federal contract opportunity
- Solicitation number
- 140P8319R0009
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Attchmt 6_Plans-Drawings
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91652
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INDEX
SHEET SUB SHEET TITLE OF SHEET
1 G01 COVER
2 G02 NOTES
3 C01 EXISTING CONDITIONS
4 C02 DEMO PLAN NORTH
5 C03 DEMO PLAN SOUTH
6 C04 SITE PLAN NORTH
7 C05 SITE PLAN SOUTH
8 C06 WATER MAIN PROFILE
9 C07 DETAILS
10 C08 DETAILS
11 C09 DETAILS
FINAL DESIGN
REVISED: 3/22/2019
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LEWIS & CLARK
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NATIONAL HISTORICAL PARK
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SCALE OF MILES
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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PACIFIC WEST REGION
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF PROJECT
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DRAWING NO.
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PMIS/PKG NO.
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OF
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SHEET
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CLATSOP
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OREGON
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CONSTRUCTION DOCUMENTS
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LEWIS & CLARK NATIONAL HISTORICAL PARK
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PACIFIC WEST
AutoCAD SHX Text 648/40,005 11/90; PARK MINI FOLDER 6/88; COVER SHEET DRAWN 2/94. UPDATED 11/98. SGS.
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A/E FIRM CIVIL: DCG, INC. SEATTLE, WA
AutoCAD SHX Text LEWIS AND CLARK NATIONAL HISTORICAL PARK REPLACE WATER SYSTEM TO PROVIDE STRUCTURAL FIRE PROTECTION
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REPLACE WATER SYSTEM TO PROVIDE STRUCTURAL FIRE PROTECTION
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EXPIRES:6/30/20206/30/2020
W W W
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AutoCAD SHX Text GENERAL CIVIL NOTES 1. CONTRACTOR TO RECYCLE/DISPOSE OF ALL WASTE MATERIAL PER SECTION 017419 CONTRACTOR TO RECYCLE/DISPOSE OF ALL WASTE MATERIAL PER SECTION 017419 OF THE PROJECT SPECIFICATIONS. 2. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS. 3. LIMIT CONSTRUCTION ACTIVITY TO THE HOURS BETWEEN 0700 TO 1730 MONDAY LIMIT CONSTRUCTION ACTIVITY TO THE HOURS BETWEEN 0700 TO 1730 MONDAY THROUGH FRIDAY. 4. CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC SHALL BE KEPT TO A CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC SHALL BE KEPT TO A MINIMUM. SCHEDULE ACTIVITIES REQUIRING CLOSURE TO THE PUBLIC WITH THE CO AT LEAST 7 DAYS IN ADVANCE. 5. CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES PRIOR TO CONTRACTOR SHALL CONTACT DIG ALERT AND FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION. DIAL 811 OR 1-800-227-2600 BEFORE YOU DIG. 6. SPACE WILL BE MADE AVAILABLE TO CONTRACTOR FOR STORAGE AND FOR A SPACE WILL BE MADE AVAILABLE TO CONTRACTOR FOR STORAGE AND FOR A TEMPORARY OFFICE IN PROXIMITY TO THE PROJECT AREA. CONTRACTOR SHALL IDENTIFY SPACE REQUIREMENTS AND PROPOSE LOCATION OF STORAGE AND TEMPORARY OFFICE PRIOR TO CONSTRUCTION. LOCATION IS SUBJECT TO REVIEW AND APPROVAL OF THE CO. 7. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS OTHERWISE NOTED. 8. EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND EXISTING INFORMATION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND GOVERMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN. VERIFY ALL EXISTING CONDITIONS, PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 9. WHEN A DETAIL IS IDENTIFIED AS "TYPICAL," APPLY DETAIL FOR CONSTRUCTION OF WHEN A DETAIL IS IDENTIFIED AS "TYPICAL," APPLY DETAIL FOR CONSTRUCTION OF EVERY LIKE CONDITION, EVEN IF REFERENCE TO THE DETAIL IS NOT REPEATED IN EVERY INSTANCE. IN CASES OF CONFLICT BETWEEN A SPECIFICALLY REFERENCED DETAIL AND A TYPICAL DETAIL, SPECIFICALLY REFERENCED DETAIL SHALL GOVERN. 10. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT. 11. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION, IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED TRAFFIC CONTROL PLAN. 12. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, AND MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, AND ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND LIMITS OF CONSTRUCTION INDICATED WITHOUT PRIOR APPROVAL BY THE CO. 13. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED, STORMWATER POLLUTION PREVENTION PLAN AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 14. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THE REDLINE DWGS TO THE CO FOR REVIEW/APPROVAL. 15. ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, STATE, ALL NEW CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR CODE COMPLIANCE.
AutoCAD SHX Text LEGEND WATER LINE, EXISTING WATER LINE, PROPOSED GAS LINE SANITARY SEWER LINE UNDERGROUND TELEPHONE UNDERGROUND POWER GATE VALVE, EXISTING GAVE VALVE, PROPOSED WATER METER, EXISTING WATER METER, PROPOSED DEMOLITION/SALVAGE PROPOSED
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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OF
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GENERAL NOTES, LEGEND &
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ABBREVIATIONS
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LEWIS & CLARK NATIONAL HISTORICAL PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
AutoCAD SHX Text ABBREVIATIONS @ AT AT & AND AND APPROX APPROXIMATE APPROXIMATE C.I.P. CAST-IN-PLACE CAST-IN-PLACE CL CENTERLINE CENTERLINE CLR CLEAR CLEAR CONC CONCRETE CONCRETE ° DEGREES DEGREES DIAMETER EX EXISTING EXISTING EL, ELEV ELEVATION ELEVATION EQ EQUAL EQUAL FL FLANGE FLANGE FT FEET, FOOT FEET, FOOT GALV GALVANIZED GALVANIZED LF LINEAR FEET/FOOT LINEAR FEET/FOOT MAX. MAXIMUM MAXIMUM MIN. MINIMUM MINIMUM MJ MECHANICAL JOINT MECHANICAL JOINT # NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE O/C ON CENTER ON CENTER PE POLYETHYLENE POLYETHYLENE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE SIM SIMILAR SIMILAR TOE TOE OF DITCH TOE OF DITCH TOP TOP OF DITCH TOP OF DITCH TYP. TYPICAL TYPICAL W/ WITH WITH W/O WITHOUT WITHOUT WT. WEIGHTWEIGHT
EXPIRES: 6/30/20206/30/2020
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AREA
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PARK
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AREA
ADMINISTRATION
BUILDING
PARKING
AREA
DITCH
CONCRETE
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ASPHALT DRIVE
IN TO PARK, AREA
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SEE SHEETS C02 & C04
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MATCHLINE - SEE SHEET C03
REMOVE PRESSURE TANK
AND AIR RELEASE VALVE.
CAP AND ABANDON
WATERLINE
REMOVE EXISTING WATER
METER AND BOX.
CUT CAP AND ABANDON
WATERLINE IN PLACE
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CUT, CAP, AND ABANDON
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SAWCUT AND REMOVE
EXISTING ASPHALT
FOR PROPOSED CROSSING
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FOR PROPOSED CROSSING
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LEWIS & CLARK NATIONAL HISTORICAL PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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LEGEND: DEMOLISH/REMOVE PLUG/CAP
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AREA
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BUILDING
PARKING
AREA
DITCH
CONCRETE
15" CULVERT
15" CULVERT
ASPHALT DRIVE
IN TO PARK, AREA
NOT SURVEYED.
PARKING
AREA
WATER
FOUNTAIN
WOOD
FENCE
SIGN
COVERED
SHELTER
FIRE PIT
PARKING
AREA
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RELEASE VALVES,
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CAP WATERLINES
REMOVE VAULTS AND ABOVE
GROUND APPURTENANCES.
CUT CAP AND ABANDON
EXISTING WATERLINE IN PLACE
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REMOVE HYDRANT
CAP AND ABANDON
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CAP AND ABANDON
WATERLINE
SAWCUT AND REMOVE
EXISTING ASPHALT
FOR PROPOSED
WATERLINES
SAWCUT AND REMOVE
EXISTING ASPHALT
FOR PROPOSED CROSSING
SAWCUT AND REMOVE
CONCRETE REMOVE ALL RETIRED WATERLINES WITHIN
THIS BOUNDARY TO REDUCE
OBSTRUCTIONS.
CAP ANY WATERLINES THAT REMAIN
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DEMO PLAN SOUTH
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LEWIS & CLARK NATIONAL HISTORICAL PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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LEGEND: DEMOLISH/REMOVE PLUG/CAP
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KEY NOTES
SYMBOL NOTE DETAIL/
SHEET
INSTALL NEW 6" WATER METER AND
METER VAULT M/C09
625 LF 10" PVC C-900 C/C07
1 EA - 10"x6" TEE (FL)
1 EA - HYDRANT ASSEMBLY
1 EA - 10" GATE VALVE (FLxMJ). INSTALL
GATE VALVE PRIOR TO CASING PIPE
1 EA - 10" ADAPTER (FLxMJ)
THRUST BLOCKING
TRAFFIC-RATED VALVE CANS
A/C07, B/C07, & D/C07
1 EA - 10"x4" TEE (FL)
1 EA - 4" GATE VALVE (FL)
2 EA - 10" ADAPTER (FLxMJ) 1 EA - 4" 11.25° BEND (FLxMJ)
THRUST BLOCKING
TRAFFIC-RATED VALVE CANS
A/C07 & B/C07
919 LF 10" PVC C-900 C/C07
1 EA - 10" TEE (FL)
1 EA - 10" GATE VALVE (FL)
1 EA - 10" ADAPTER (FLxMJ)
1 EA - 10" CAP (FL)
1 EA - 45° BEND (FLxMJ)
THRUST BLOCK
A/C07 & B/C07
32 LF 10" PVC C-900 C/C07
90 LF 4" PVC C-900 C/C07
1 EA - 22.5° BEND (MJ)
THRUST BLOCKING A/C07
101 LF 4" PVC C-900 C/C07
1 EA - 22.5° BEND (MJ)
1 EA - 11.25° BEND (MJ)
THRUST BLOCKING
A/C07
132 LF 4" PVC C-900 C/C07
PROVIDE 18" VERTICAL SEPARATION TO
SEWER LINE. IF WATERLINE IS CLOSER
OR BELOW SEWER PIPE PROVIDE 20' OF
10" CASING PIPE SINGLE STICK. CENTER
PIPE AT CROSSING
J/C08
4"x4"x2" TEE (MJ)
THRUST BLOCKING A/C07
10 LF 4" PVC C-900 C/C07
BLOW-OFF ASSEMBLY CAP END OF PIPE
THRUST BLOCKING H/C08
2" PIPE TO CONNECT TO EXISTING GATE
VALVE AND SERVICE LINE TO
MAINTENANCE BUILDING PROVIDE
COUPLERS PIPE, ADAPTERS
CONNECTORS AS NEEDED TO
COMPLETE THE INSTALLATION
PROVIDE NEW 1" PE SERVICE
CONNECTION TO EXISTING BUILDING
WITH 3/4" METER WITH PRESSURE
REDUCING VALVE SET TO 60 PSI
I/C08 & K/C08
PROVIDE BENDS COUPLERS,
ADAPTERS, CONNECTORS, THRUST
BLOCKING AS NEEDED TO COMPLETE
INSTALLATION
PATCH ASPHALT AND MATCH EXISTING
ROAD SECTION. 488 SF -
INSTALL AIR-VACUUM RELEASE VALVE
IN HIGH-POINT OF DISTRIBUTION
SYSTEM PIPING
G/C08
DAYLIGHT 4" STORM PIPE FROM WATER
METER VAULT SUMP. PROVIDE FLAP
GATE ON PIPE OUTLET AND A 5'x5' PAD
OF QUARRY SPALLS
M/C09
PATCH ASPHALT AND MATCH EXISTING
ROAD SECTION. 278 SF -
35 LF 14" HDPE/STEEL CASING PIPE
UNDER ASPHALT J/C08
55 LF 14" HDPE/STEEL CASING PIPE
UNDER ASPHALT J/C08
162 LF 10" PVC C-900
(27 LF THIS SHEET) C/C07
1 EA - 45° BEND (MJ)
THRUST BLOCKING A/C07
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MATCHLINE - SEE SHEET C05
SD
A
A
CONSTRUCTION NOTES:
1. FIELD FIT EXACT ALIGNMENT OF WATER LINES
WITH THE PARK PERSONNEL TO AVOID
IMPACTING LARGE TREES, STATUES, BUSHES,
AND EXISTING UTILITIES.
C06
C06
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SUB SHEET NO.
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SITE PLAN NORTH
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J TASOFF
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LEWIS & CLARK NATIONAL HISTORICAL PARK
AutoCAD SHX Text 226029
AutoCAD SHX Text C04
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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REPLICA
FORT
CLATSOP
VISITORS
CENTER
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DRIVE INTO
PARK
15" CULVERT
PARKING
AREA
ADMINISTRATION
BUILDING
PARKING
AREA
DITCH
CONCRETE
15" CULVERT
15" CULVERT
ASPHALT DRIVE
IN TO PARK, AREA
NOT SURVEYED.
PARKING
AREA
WATER
FOUNTAIN
WOOD
FENCE
SIGN
COVERED
SHELTER
FIRE PIT
PARKING
AREA
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MATCHLINE - SEE SHEET C04
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NOVEM 8, 201
BER
KEY NOTES
SYMBOL NOTE DETAIL/
SHEET
162 LF 10" PVC C-900
(135 LF THIS SHEET) C/C07
1 EA - 11.25° BEND (MJ)
THRUST BLOCKING A/C07
106 LF 10" PVC C-900 C/C07
1 EA - 45° BEND (MJ)
THRUST BLOCKING A/C07
35 LF 10" PVC C-900 C/C07
1 EA - 22.5° BEND (MJ)
THRUST BLOCKING A/C07
37 LF 10" PVC C-900 C/C07
1 EA - 10"x6" TEE (FL) 1 EA - 10" GATE VALVE (FLxMJ) 1 EA - 10" ADAPTOR (FLxMJ)
1 EA - HYDRANT ASSEMBLY
THRUST BLOCKING
A/C07, B/C07, & D/C07
37 LF 10" PVC C-900 C/C07
1 EA - 90° BEND (MJ)
THRUST BLOCKING A/C07
59 LF 10" PVC C-900 C/C07
PATCH ASPHALT AND MATCH EXISTING
ROAD SECTION. 66 SF -
1" WATER METER WITH PRESSURE
REDUCING VALVE SET TO 60 PSI I/C08 & K/C08
2" SERVICE CONNECTION TAP K/C08
20 LF 10" PVC C-900 C/C07
126 LF 10" PVC C-900 C/C07
PATCH ASPHALT AND MATCH EXISTING
ROAD SECTION. 897 SF A/C07
1 EA - 10"x6" TEE (FL) 1 EA - 10" GATE VALVE (FLxMJ) 1 EA - 10" ADAPTER (FLxMJ)
1 EA - HYDRANT ASSEMBLY
THRUST BLOCKING
A/C07, B/C07, & D/C07
42 LF 10" PVC C-900 C/C07
57 LF 10" PVC C-900 C/C07
BLOW-OFF ASSEMBLY CAP END OF PIPE
THRUST BLOCKING H/C08
26 LF 10" PVC C-900 C/C07
1 EA - 10"x4" TEE (MJ)
THRUST BLOCKING
4" PIPE COUPLERS AND ADAPTER AS
NEEDED TO CONNECT TO EXISTING
LINES
A/C07 & B/C07
162 LF 10" PVC C-900 C/C07
116 LF 10" PVC C-900 C/C07
1 EA - 45° BEND (MJxFL) 1 EA - 22.5° BEND (MJxFL)
THRUST BLOCKING
A/C07
94 LF 10" PVC C-900 C/C07
PROVIDE COUPLERS, BENDS, PIPE AND
ADAPTERS AS NEEDED TO CONNECT TO
EX PIPE
C/C07
NOT USED -
SERVICE CONNECTION WITH 3/4" METER K/C08
INSTALL AIR-VACUUM RELEASE VALVE
IN HIGH-POINT OF DISTRIBUTION
SYSTEM PIPING
G/C08
1 EA - 10"x6" TEE (FL) 1 EA - 10" ADAPTER (FLxMJ)
1 EA - HYDRANT ASSEMBLY
THRUST BLOCKING
A/C07, B/C07, & D/C07
INSTALL 1" PE SERVICE LINE TO
EXISTING DRINKING FOUNTAIN. INSTALL
ADJACENT (1' OFFSET) FROM EX
SIDEWALK
SAWCUT AND REMOVE CONCRETE
WALKWAY AS NECESSARY. TO BE
REPLACED BY OTHERS. APPROX 214 SF
1 EA - 10" CAP (FL)
THRUST BLOCKING A/C07
PROVIDE DOUBLE CHECK VALVE
ASSEMBLY. PROVIDE ISOLATION VALVE
AND AIR CONNECTION PORT TO ALLOW
WATERLINE TO BE EVACUATED FOR
WINTER
L/C09
1" PE SERVICE LINE TO SHOOTING
DEMONSTRATION AREA K/C08
PROVIDE HOSE CONNECTIONS IN A
4'x4'x6' VAULT. -
1" SERVICE CONNECTION TAP K/C08
2" PE OR PVC SERVICE LINE -
SEPTIC LINE TO BE RELOCATED BY
OTHERS -
SEPTIC LINE TO BE REROUTED BY
OTHER. MAINTAIN 10' MIN SEPARATION
FROM SEPTIC LINES
CONSTRUCTION NOTES:
1. FIELD FIT EXACT ALIGNMENT OF WATER LINES
WITH THE PARK PERSONNEL TO AVOID
IMPACTING LARGE TREES, STATUES, BUSHES,
AND EXISTING UTILITIES.
2. IF WATER LINE CROSSES OVER SEWER LINE
PROVIDE 18" VERTICAL SEPARATION TO SEWER
LINE. IF WATERLINE IS CLOSER OR BELOW
SEWER PIPE PROVIDE 20' OF 14" CASING PIPE
SINGLE STICK. CENTER PIPE AT CROSSING. SEE
DETAIL J ON SHEET C08
3. PROVIDE 10' OF SEPARATION BETWEEN
PARALLEL WATER AND SEWER LINES
A C06
AC06
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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SITE PLAN SOUTH
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J TASOFF
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D SAARENAS
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LEWIS & CLARK NATIONAL HISTORICAL PARK
AutoCAD SHX Text 226029
AutoCAD SHX Text C05
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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SCALE IN FEET
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15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
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IN
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O N
N E
C
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10" PVC C900
EG ABOVE WM
POWER LINE
VERIFY LOCATION
.5
B
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D P
E R
P
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R V
IC
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IN
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O N
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P E
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0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50
0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50
H Y
D R
A N
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A N
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3+
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N D
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N D
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10" PVC C900
EG ABOVE WM
15" CMP CULVERT
STA: 2+72.00
IE: 22.44
15" CMP CULVERT
STA: 7+42.81
IE: 37.53
EG: 28.77
BOT. OF 10" PVC: 24.85
TOP OF 15" CMP: 23.94
EG: 40.80
BOT. OF 15" CMP: 37.28
TOP OF 10" PVC: 36.03
ADJUST ELEVATION OF
PIPES AS NEEDED TO
AVOID EXISTING
UNDERGROUND UTILITIES
CASING PIPE
CASING PIPE
91652
OREGON
RE
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JEFFREY .M T SA OFF
ENGI EERN
NOVEM 8, 201
BER
SCALE IN FEET
1005002550
WATER MAIN CROSS SECTION
SCALE V. 1"=25', H. 1"=50'
A-A C04, C05
M A
TC
H
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N
E A
SCALE IN FEET
1005002550
S C
A
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IN
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A
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E E
T
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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WATER MAIN PROFILE
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AutoCAD SHX Text 139575
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J TASOFF
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D SAARENAS
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AutoCAD SHX Text 3/19
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LEWIS & CLARK NATIONAL HISTORICAL PARK
AutoCAD SHX Text 226029
AutoCAD SHX Text C06
AutoCAD SHX Text
A/E FIRM CIVIL: DCG, INC SEATTLE, WA
MAIN
NOTES:
VERTICAL POSITION.
MEET FINISHED GRADE.
NO BELLS OR COUPLERS.
2. VALVE BOX TOP SHALL BE ADJUSTED TO
3. PVC SHALL BE ONE CONTINUOUS PIECE -
1. VALVE BOXES SHALL BE CENTERED
DIRECTLY OVER THE VALVE NUT IN A
WATER
2" SQUARE NUT SOCKET
MADE FROM 1/4" STEEL PLATE
CAST IRON VALVE
BOX ASSEMBLY
VALVE BOX TO BE
ENCASED IN ASPHALT
OR CONCRETE IF
NOT IN PAVED AREA
FINISHED
GRADE
TYLER PIPE RIM & LID
SN 145325 OR EQUAL
WITH "WATER" SCRIBED.
2"
24" 12"
FLANGE
HYDRANT ENTENSION
AS NEEDED FOR BASE
ELEV TO REACH ELEV
OF ROAD C/L OR
FOG-LINE AS APPLICABLE.
12' MINIMUM COMPACTED BEDDING
INSTALL MORE AS NEEDED FOR
WET SOIL AREAS WITH HIGH
ORGANIC CONTENT. SEE FILL NOTE
24" 2"
24" 2"
36"
VARIABLE VARIABLE
NOTES:
MJ W/MEGA-LUG
12" X 12" X 4"
DUCTILE IRON SPOOL,
LENGTH AS REQUIRED
CONCRETE BLOCK
P R
O P
E R
TY
L
IN
E
2" - 4"
SPECIAL FILL NOTE: AREAS OF WET
OR HIGHLY ORGANIC NATIVE SOILS
WILL REQUIRE A MIN. 2 FT. DEEP
COMPACTED FOUNDATION BED
3 FT AROUND TOTAL ASSEMBLY.
CONSULT PROJECT ENGINEER.
36" COVER
MJ X FL TEE
6" AUXILIARY
GATE VALVE
(FL X MJ)
ASPHALT OR
CONCRETE
PATCH IF
NOT IN
PAVED AREA
VALVE BOX
CLOW MODEL MEDALLION, 5 1/4" HYDRANT OR EQUAL
4 1/2" NST PORT, 2 - 2 1/2 NST PORTS
2 - TYPE 2
CONCRETE BOLLARDS
FINISHED GRADE
1 1/2" WASHED GRAVEL
1/2 CU. YD. GRAVEL BACKFILL
FOR DRAINAGE
TAR PAPER
2-3/4" STEEL
SHACKLE RODS
IF NO MEGA-LUGS
ASPHALT OR CONCRETE
PATCH IF NOT IN PAVED AREA
1. FIRE HYDRANT AND BOLLARD TO BE YELLOW
2. INSTALL BLUE PAVEMENT MARKER IF HYDRANT
IS IN RIGHT-OF-WAY.5" STORZ ADAPTER
FIRE HYDRANT GUARD POST
18"
6-1/4"
4"
3'-6"
ELEVATION PLAN
VALVE MARKER POST
FRONT VIEW FRONT VIEW
(FOR BLOW-OFF ASSEMBLY) (FOR GATE VALVE)
4"
THRUST BLOCKING DETAIL
NOT TO SCALE
WATER VALVE BOX & EXTENSION DETAIL
NOT TO SCALE
PIPE TRENCH SECTION DETAIL
NOT TO SCALE
FIRE HYDRANT DETAIL
NOT TO SCALE
FIRE HYDRANT PROTECTION & VALVE MARKERS
NOT TO SCALE
91652
OREGON
RE
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JEFFREY .M T SA OFF
ENGI EERN
NOVEM 8, 201
BER
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%%UNOTE:
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LINE DURING TESTING.
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ADDITIONAL BLOCKING MUST
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BE PROVIDED IF GATE
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VALVE IS AT END OF LINE
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90%%D BEND
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8"=18 SF
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4"= 4 SF
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8"=10 SF
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8"=12 SF
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CAP
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8"=12 SF
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9" MIN.
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GATE VALVE
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TEE
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CAPPED CROSS
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11 1/4" BEND
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8"=3 SF
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8"=5 SF
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22 1/2" BEND
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CROSS
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45%%D BEND
AutoCAD SHX Text G - J
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4"= 4 SF
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8"=10 SF
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8"=12 SF
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SMALLER SIZE PIPE
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PLUG
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BLIND FLANGE
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2 - 3/4" DIA. RODS FOR 10" SIZE & SMALLER
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3/4" MIN. DIA. GALVINIZED RODS 4" MIN HOOK
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NOTES:
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SEE THRUST BLOCK TABLE, DETAIL
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AND JOINTS FOR DISMANTLING.
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TEST AT 250 PSI AT LOWEST POINT.
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SOIL CONDITIONS.
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%%U2000 PSI CONCRETE
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TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION
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5. CONTRACTORS SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL
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4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF
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3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM
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2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND
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AND SAFE SOIL BEARING LOAD OF 1,000 POUNDS PER SQUARE FOOT.
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1. BEARING AREA OF CONC. THRUST-BLOCK BASED ON 250 PSI PRESSURE
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PRESSURE UNDER ALL CONDITIONS OF SERVICE.
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%%UTHRUST BLOCK - TABLE
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JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT.
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OF 36 SQ. INCHES BEARING AGAINST THE FITTING.
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PROVIDE POLYETHYLENE SHEETING TO COVER BOLTS
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VERTICAL THRUST BLOCKING
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SQUARE FEET (SF)
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MIN. BEARING AREA AGAINST UNDISTURBED SOIL
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PIPE
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SIZE
AutoCAD SHX Text 6"
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
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(SF)
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(SF)
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B - TEE
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(SF)
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(SF)
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(SF)
AutoCAD SHX Text E - 11.25%%d
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F - GV
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(SF)
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(CY)
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(CY)
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(CY)
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(CY)
AutoCAD SHX Text J - 11.25%%d
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NEAT LINE
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CRIBBING & SHEETING AS REQUIRED PER A.P.W.A. STD. SPECS. SEC. 2-09, 3(3)D.
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WATER LINE MARKER / DETECTOR TAPE & LOCATER WIRE
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NEAT LINE
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APPROXIMATE 3" CROWN FOR SETTLEMENT
AutoCAD SHX Text NOTES: 1. ALL ROAD CUTS MUST MEET COUNTY REQUIREMENTS. 2. DETAIL PERTAINS TO PIPE SIZES 12" AND UNDER. 3. ALL TRENCH BACKFILL SHALL BE CLEAN EARTH OR SAND, FREE FROM CLAY, FROZEN LUMPS, ROOTS OR MOISTURE IN EXCESS OF THAT PERMITTING REQUIRED COMPACTION. ROCKS OR LUMPS LARGER THAN 3 INCHES MAXIMUM SHALL NOT BE USED FOR PIPE ZONE BACKFILL. 4. PIPE ZONE BEDDING PER SPECIFICATIONS. 5. USE OF NATIVE MATERIAL FOR BACKFILL MAY BE APPROVED BY THE PARK. 6. LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE CONTINUOUS TO ABOVE GROUND ACCESS POINTS (METERS & HYDRANTS) SPLICES IN WIRE, IF NEEDED, SHALL BE MADE WITH WATERPROOF SPLICE KITS.
AutoCAD SHX Text MAX. TRENCH OPENING SHALL NOT EXCEED 30" OR 1-1/2 TIMES THE OUTSIDE DIAMETER OF THE PIPE, PLUS 18", WHICHEVER IS GREATER.
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TRENCH BACKFILL
AutoCAD SHX Text 6"
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TYP
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BEDDING
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4" MIN. - 12" MAX.
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NO VOIDS IN
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HAUNCH AREA
AutoCAD SHX Text BACKFILL IN 8" MAXIMUM LIFTS TO MIN. 95% MAXIMUM DENSITY (MODIFIED PROCTOR) WATER SETTLING OF BACKFILL NOT ALLOWED.
AutoCAD SHX Text COMPACT 6" CRUSHED SURFACING TOP COURSE TO MIN. 95% MAXIMUM DENSITY (MODIFIED PROCTOR)
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UNDISTURBED NATIVE MATERIAL (TYP)
AutoCAD SHX Text SAWCUT BOTH SIDES BACK TO UNDISTURBED PAVEMENT. SQUARE ALL EDGES AND TACK PRIOR TO PAVING. SEAL ALL JOINTS W/LIQUID ASPHALT AFTER PAVING. COVER IMMEDIATELY W/SAND.
AutoCAD SHX Text 4" CL B A.C. PAVEMENT OR EQUAL TO DEPTH OF EXISTING ASPHALT REMOVED, WHICHEVER IS GREATER IN 2" MAX. LIFTS.
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EXISTING A.C. PAVEMENT
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HAMMER OR WHEEL CUT
AutoCAD SHX Text MAX. TRENCH OPENING SHALL NOT EXCEED 30" OR 1-1/2 TIMES THE OUTSIDE DIAMETER OF THE PIPE, PLUS 18", WHICHEVER IS GREATER.
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WATER LINE MARKER / DETECTOR TAPE & LOCATER WIRE
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PER SPECIFICATIONS
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6"GV
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%%UNOTES:
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LEVEL WITH BONNET FLANGE OF HYDRANT OR 2' - 6" ABOVE FINISHED GRADE
AutoCAD SHX Text CONCRETE BACKFILL TO 6" FROM GROUND WHERE SPECIFIED. EARTH BACKFILL COMPACTED IN 6" LAYERS ELSEWHERE.
AutoCAD SHX Text 2' - 6"
AutoCAD SHX Text HYDRANT GUARD POST SHALL BE 6" DIA BY 6' LONG PRECAST CONCRETE POST EQUAL TO FOG-TITE METER SEAL CO. PAINT WITH TWO COATS OSHA SAFETY YELLOW, ENAMEL.
AutoCAD SHX Text 1' - 6"
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3'-0"MIN. RADIUS OF LEVEL GROUND AROUND FIRE HYDRANT
AutoCAD SHX Text VALVE MARKER POST SHALL BE EQUAL TO FOG-TITE METER CO. W/ 2 COATS OF BLUE CONCRETE PAINT. PAINT DISTANCE FROM THE VALVE MARKER TO THE VALVE ON THE POST WITH NEATLY STENCILED WHITE ENAMEL NUMBERS, 1" IN HEIGHT.
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1. GUARD POSTS TO BE INSTALLED ONLY AS GUARD POSTS TO BE INSTALLED ONLY AS DIRECTED BY THE CONTRACTING OFFICER. 2. VALVE MARKERS TO BE USED FOR VALVE MARKERS TO BE USED FOR BLOW-OFF AND MAINLINE VALVES OUTSIDE PAVED AREAS.
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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OF
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TITLE OF SHEET
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DETAILS
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J TASOFF
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D SAARENAS
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LEWIS & CLARK NATIONAL HISTORICAL PARK
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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18"
STEEL SHIM
CONCRETE THRUST
BLOCKING AS REQ'D
UNDISTURBED SOIL
FINISHED GRADE
2-5 FT.
2" GALV. PIPE
LIDS & COVERS
VALVE BOXES,
24"
2"
2" SADDLE
CAP (MJ) SURROUND
WITH PLASTIC PRIOR TO
POURING CONCRETE
2" PVC CAP
THREAD PIPE
ASPHALT OR CONCRETE
PATCH IF NOT IN PAVED
AREA
AND CORP STOP
SPLICE SERVICE
LOCATER WIRE
INTO MAIN
LOCATER WIRE
WATER MAIN
MARKER/
DETECTOR TAPE
AND LOCATER
WIRE
NOTES:
1. LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE
CONTINUOUS TO ABOVE GROUND ACCESS POINTS (METERS & HYDRANTS)
2" BRASS NIPPLE
6" LONG
2" - 90°
LOCATER WIRE
2" BRASS NIPPLE
CONCRETE BLOCK
2" MUELLER GATE VALVE NO.
A2380-8 (OR EQUAL),
THREADED FITTINGS, C.I.
BODY, 2" NUT
2"x2" TEE W/ 2" PLUG
WITH 18" WEEP HOLE
FOR DRAIN
FILTER FABRIC ABOVE
WASH ROCK
METER BOX
1" POLYETHYLENE
CL-200
3/4" OR 1"
BRASS METER SETTER
W/CHECK VALVE,
FORD OR EQUAL
6"
P/L
45°
36" MAX. DEPTH
24" MIN. DEPTH
COMPACTED
SUB-GRADE
1" POLYETHYLENE
IPS CL-200
NOTES:
1. ALL JOINTS TO BE COMPRESSION COUPLING WITH STAINLESS STEEL STIFFENERS
2. LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE CONTINUOUS TO ABOVE GROUND
ACCESS POINTS (METERS & HYDRANTS) SPLICES IN WIRE, IF NEEDED, SHALL BE MADE WITH
WATERPROOF SPLICE KITS.
3. FOR SERVICE REPLACEMENTS: REMOVE OLD SERVICE SETTER AND METER BOX, CONNECT NEW
SERVICE TO EXISTING SERVICE WITH PE PIPE, COUPLER, AND FITTINGS AS NECESSARY.
4. ADJUST TAP AND PIPE SIZE PER CALL OUTS IN THE PLANS.
LOCATER
WIRE
1" TO 3/4"
REDUCER FOR
3/4" METER
1" HOLE SIZE
IN PIPE
WATER MAIN MARKER/
DETECTOR TAPE AND
LOCATER WIRE
1" CORPORATION
PACK JOINT
TAPPING CLAMP
& SADDLE
DOUBLE SERVICE PLAN
PROPERTY
CORNER
METER BOX
METER BOX1" POLYETHYLENE
CL-200
3/4" PIPE
SINGLE SERVICE PLAN
EXISTING GROUND
SPLICE SERVICE
LOCATER WIRE INTO
MAIN LOCATER WIRE
METER BOX AND LID,
CONCRETE BOX W/
METAL LID,
FOGTITE #1D OR EQUAL.
1" MAX.
1" X 3/4"
U BRANCH
SIZE PER PLAN
(SEE NOTE 3)
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
NOTES:
1. LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE
CONTINUOUS TO ABOVE GROUND ACCESS POINTS (METERS & HYDRANTS)
SPLICES IN WIRE, IF NEEDED, SHALL BE MADE WITH WATERPROOF SPLICE
KITS.
NOTES:
A. AIR-N-VAC UNIT AND BOX SHALL BE
INSTALLED IN A NON-TRAFFIC AREA.
B. SADDLE FOR AIR-N-VAC UNIT SHALL BE
INSTALLED AT THE HIGH POINT OF THE LINE.
IF HIGH POINT FALLS IN LOCATION WHERE
ASSEMBLY CANNOT BE INSTALED, INSTALL
WATER MAIN TO CREATE A HIGH POINT
WHERE AIR-N-VAC CAN BE LOCATED.
C. ALL PIPE AND FITTINGS SHALL BE MINIMUM
PRESSURE CLASS 200 PSI, IPS SIZE. ALL
FITTINGS BETWEEN MAIN AND AIR-N-VAC
SHALL BE BRASS AND ALL FITTINGS ON THE
AIR-N-VAC DISCHARGE SHALL BE
GALVANIZED.
D. CONCRETE METER BOX PENETRATIONS
SHALL BE GROUTED.
E. AIR-N-VAC RISER SHALL BE PAINTED AS
DIRECTED BY THE DISTRICT.
8"X8"X6" CONC. BLOCK
1" BRASS UNION
1" BRASS NIPPLE
1" BRASS 90° ELL
12" MIN.
1" BRASS
UNION
BACKFILL WITH STYROFOAM
PEANUTS TO TOP OF BONNET
6" PVC PIPE NOTCHED AT THE BOTTOM
TO PROVIDE CLEARANCE OVER PIPE
LARGE CONCRETE METER BOX
WITH RISERS AS NEEDED
BROOKS SERIES 65T,
CARSON SERIES 1730,
OR FOGTITE NO. 2.
1" HIGH DENSITY
POLYETHYLENE IPS
1" 90° ANGLE
COUPLING
BRONZE
CORPORATION
STOP
MUELLER
WATER MAIN
SADDLE
ROMAC OR
ROCKWELL
1" COMPRESSION
COUPLING
1" CURB STOP
MUELLER
1" BRASS
NIPPLE
(TYPICAL) 1" BRASS
NIPPLE
3"
3" MIN.
EXIST. GRADE
12" MIN. DEPTH
1-1/2" MINUS
WASHED DRAIN ROCK
EXIST. GRADE
STAINLESS
STEEL
METAL STRAP
1" GALV. STREET ELL (HORIZ.)
1" GALV. 90° ELL (VERT.)
4"X6" PRESSURE
TREATED POST
1" GALV.
PIPE
1" BRASS 90° ELL
1" BRASS
NIPPLE
1" COMBINATION
AIR AND VACCUM
RELIEF VALVE
CRISPIN
1" GALV. RETURN BEND
1" GALV.
BEEHIVE
STRAINER
GREENBURG
P-24-08 24" MIN.
1" HIGH DENSITY
POLYETHYLENE IPS
TEST TAP W/
HOSE BIB
NOTES:
1. CASING SPACERS SHALL BE CENTER RESTRAINED POSITION TYPE
2. INSTALL A MINIMUM OF 3 SPACERS PER 20 FEET OF CARRIER PIPE SECTION
EQUALLY SPACED.
3. THE ANNULAR SPACE BETWEEN THE CARRIER PIPE AND THE CASING SHALL NOT
BE FILLED WITH ANY MATERIAL UNLESS OTHERWISE NOTED ON PLANS
4. IN AREAS WHERE A STEEL CASING IS TO BE USED THE INSTALLATION SHALL
INCLUDE AN ANODE AND/OR A TEST STATION
5. INSTALL WARNING/IDENTIFICAITON TAPE & TRACER WIRE
HDPE OR STEEL CASING
(SEE NOTE 3 & 4)
WATER MAIN "CARRIER PIPE"
CASING END SEAL
ANNULAR SPACE
(SEE NOTE 3)
STAINLESS STEEL CASING
SPACER (SEE NOTE 1)
GAP AT TOP NOT
TO EXCEED 3 4"
STAINLESS STEEL CASING
SPACER (SEE NOTE 1)
STAINLESS STEEL CASING
SPACER (SEE NOTE 1)
HDPE OR STEEL CASING
(SEE NOTE 3 & 4)
WATER MAIN "CARRIER PIPE"
8' MAX
SEE NOTE 2
2'
MIN
PRESSURE REDUCING VALVE DETAIL
NOT TO SCALE
BLOW-OFF ASSEMBLY DETAIL
NOT TO SCALE
AIR & VACUUM RELEASE VALVE
NOT TO SCALE
PIPE CASING DETAIL
NOT TO SCALE
91652
OREGON
RE
GIS
TERED PROFESSIONAL
JEFFREY .M T SA OFF
ENGI EERN
NOVEM 8, 201
BER
SINGLE & DOUBLE WATER SERVICE ASSEMBLY
NOT TO SCALE
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9" MAX.
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6" MIN.
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EACH SIDE)
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FITTINGS (TYPICAL
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W/ ALL NECESSARY
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PE CL-200
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MIN
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MIN
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PART OF P.R.V.)
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UNION (INTEGRAL
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(WITH INTERNAL BYPASS AND
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WILKINS 600 SERIES OR EQUAL
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PRESSURE REDUCING VALVE
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%%UP.R.V. SHALL HAVE AN INTEGRAL BYPASS
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1" ROUND WASHED GRAVEL
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FOG TITE
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METER BOX NO.
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REQUIRED
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RISER
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SIZE
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FINAL GRADE
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FROM METER
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SERVICE
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STRAINER)
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6" DEEP
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COMPRESSION
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UNION (MALE & FEMALE)
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FOG TITE METER AS REQUIRED
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USE TRAFFIC LID AS DIRECTED BY THE CONTRACTING OFFICER
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SERVICE TO BUILDING
AutoCAD SHX Text WHERE P.R.V. IS INSTALLED ON EXISTING SERVICE, CUT IN EXISTING SERVICE, INSTALL NEW COPPER TUBING AND NECESSARY FITTINGS REQUIRED TO MAKE A COMPLETE INSTALLATION OF P.R.V.
AutoCAD SHX Text USE 3/4" VALVE WITH SEALED CASE OPTION FOR VAULT INSTALLATION. SET VAULT ON SOUTH SIDE OF ROAD AT APROXIMATE ELEVATION OF 80' MSL. ADJUST VALVE TO MAINTAIN DOWNSTREAM PRESSURE OF 35 PSI (OR 160 FEET OF HEAD).
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DESIGNED:
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DRAWING NO.
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OF
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TITLE OF SHEET
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DETAILS
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J TASOFF
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D SAARENAS
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LEWIS & CLARK NATIONAL HISTORICAL PARK
AutoCAD SHX Text 226029
AutoCAD SHX Text C08
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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AutoCAD SHX Text C08
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EXPIRES: 6/30/20206/30/2020
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C04&C05
91652
OREGON
RE
GIS
TERED PROFESSIONAL
JEFFREY .M T SA OFF
ENGI EERN
NOVEM 8, 201
BER
DOUBLE CHECK VALVE ASSEMBLY
NOT TO SCALE
METERING VAULT SECTION VIEW
NOT TO SCALE
6" WATER METERING VAULT - EAST
NOT TO SCALE C04
M
METERING VAULT PLAN VIEW
NOT TO SCALE
1 10"x6" TEE (MJxFL)
2 6" 90° BEND (MJ)
3 10" RESILIENT SEAT GATE VALVE (MJ)
7 6" MASTER METER OCTAVE ULTRASONIC METER
8 ACCESS LADDER
6" RESILIENT SEAT GATE VALVE (MJ)
4'-0"
TYP
10" PVC C900
6" PVC C-900
6'X4'X6' PRECAST CONCRETE VAULT WITH
GALVANIZED STEEL DOOR (MIN OPENING 30"X30")
1 5
7 8
66 10
10 DAYLIGHT 4" STORM PIPE FROM SUMP IN PRECAST
VAULT. PROVIDE FLAP GATE ON OUTLET AND A
PAD OF QUARRY SPALLS
S D
11 6" OF 3 4"-0" CRUSHED ROCK UNDER VAULT
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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OF
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DETAILS
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J TASOFF
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D SAARENAS
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AutoCAD SHX Text 3/19
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LEWIS & CLARK NATIONAL HISTORICAL PARK
AutoCAD SHX Text 226029
AutoCAD SHX Text C09
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A/E FIRM CIVIL: DCG, INC SEATTLE, WA
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AutoCAD SHX Text C09
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| Sheets and Views |
| G01 COVER |
| G02 NOTES |
| C01 EXISTING CONDITIONS |
| C02 DEMO PLAN NORTH |
| C03 DEMO PLAN SOUTH |
| C04 SITE PLAN NORTH |
| C05 SITE PLAN SOUTH |
| C06 WATER MAIN PROFILE |
| C07 DETAILS |
| C08 DETAILS |
| C09 DETAILS |
| 2019-03-22T15:42:38-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:42:56-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:43:07-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:43:19-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:43:40-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:43:53-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:44:06-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:44:18-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:44:34-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:44:51-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
| 2019-03-22T15:45:04-0700 | |
| Jeffrey M. Tasoff, PE | |
| I am approving this document |
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