Cordova_Water_System_Drawings-Signed.pdf

PDF 2 MB Posted Aug 2, 2019

Attached to: Cordova WC_Water Line Replacement Federal contract opportunity
Solicitation number: 12010919Q0076
Issued by: Department of Agriculture Forest Service R10-Alaska Region

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Cordova Water System Drawings

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Other files for this federal contract opportunity

Other files attached to Cordova WC_Water Line Replacement, newest first.
File	Type	Posted
12010919Q0076__Amnd_0004.pdf	PDF	Sep 10, 2019
Updated_SCHEDULE_OF_SUPPLIES_for_12010919Q0076.pdf	PDF	Sep 4, 2019
12010919Q0076_0003_MOD.pdf	PDF	Sep 4, 2019
Q&A_for_12010919Q0076_Cordova_WC_WaterLineRplcmt.pdf	PDF	Aug 20, 2019
12010919Q0076__Amnd_0002.pdf	PDF	Aug 9, 2019
Cordova_Water_System_Specifications.pdf	PDF	Aug 8, 2019
12010919Q0076_Amend_1.pdf	PDF	Aug 8, 2019
Cordova_Water_System_Specifications.pdf	PDF	Aug 2, 2019
DBA_WD_20190001_06142019.pdf	PDF	Aug 2, 2019
12010919Q0076_Cordova_WC_Water_Line_Rplcmt.pdf	PDF	Aug 2, 2019

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ESTIMATE OF QUANTITIES

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ALASKA REGION

R10

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

Project No:

ESTIMATE OF QUANTITIES & GENERAL NOTES

CORDOVA WORK CENTER WATERLINE REPLACEMENT

STOGSDILL

BERG

5/12/2019

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

2 9

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BASE PAY ITEM NUMBER

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DESCRIPTION

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METHOD OF MEASUREMENT

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UNIT

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TOTAL

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MOBILIZATION, DEMOBILIZATION, AND BONDING

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LSQ

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1.25" HDPE WATERLINE REPLACEMENT

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CURB VALVE AND BOX ASSEMBLY

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1" HDPE WATERLINE REPLACEMENT

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WATERLINE TIE-IN

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MAIN JUNCTION VALVE CLUSTER REPLACEMENT

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REDUCED PRESSURE BACKFLOW ASSEMBLY

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SERVICE CONNECTION ASSEMBLY A

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SERVICE CONNECTION ASSEMBLY B

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OPTION PAY ITEM NUMBER

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ASPHALT PAVING RESURFACING

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LSQ

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GENERAL CIVIL NOTES

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1. ALL WORK SHALL BE UNIFORM PLUMBING CODE (UPC), AMERICAN WATER ALL WORK SHALL BE UNIFORM PLUMBING CODE (UPC), AMERICAN WATER WORKS ASSOCIATION (AWWA), NSF INTERNATIONAL (NS)F, AND ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION (ADEC) COMPLIANT AND IN ACCORDANCE WITH ALL APPLICABLE LOCAL STANDARDS AND REGULATIONS. 2. ALL TRENCHING SHALL CONFORM TO FEDERAL AND STATE OSHA SAFETY ALL TRENCHING SHALL CONFORM TO FEDERAL AND STATE OSHA SAFETY REQUIREMENTS INCLUDING COMPETENT PERSON SUPERVISION AND CAVE-IN PROTECTION. 3. BACKFILL TRENCHES IN ROADS, PARKING AREAS, AND DRIVEWAYS WITHIN 4 BACKFILL TRENCHES IN ROADS, PARKING AREAS, AND DRIVEWAYS WITHIN 4 HOURS, AND ALL OTHER TRENCHES WITHIN 24 HOURS. 4. MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK MAINTAIN ORANGE SAFETY FENCING AROUND OPEN EXCAVATIONS WHEN WORK IS NOT ACTIVELY IN PROGRESS AND DURING NON-WORK HOURS. 5. CONTRACTOR SHALL COORDINATE WITH CITY OF CORDOVA WATER CONTRACTOR SHALL COORDINATE WITH CITY OF CORDOVA WATER SUPERINTENDENT JOEL FELIX, 907-253-6388, AS NECESSARY AND PREVENT ANY DISRUPTION TO CITY WATER SUPPLY. 6. WATER SYSTEMS SHALL BE FULLY DISINFECTED, TESTED, AND FUNCTIONAL WATER SYSTEMS SHALL BE FULLY DISINFECTED, TESTED, AND FUNCTIONAL BEFORE BUILDING SERVICES ARE CONNECTED TO IT AND PRIOR TO CONNECTION TO CITY OF CORDOVA SUPPLY. 7. CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC AND/ OR CONDUCT ACTIVITIES SO THAT INTERFERENCE WITH THE PUBLIC AND/ OR GOVERNMENT PERSONNEL SHALL BE KEPT TO A MINIMUM. SCHEDULE ACTIVITIES REQUIRING CLOSURE TO GOVERNMENT PERSONNEL WITH THE CO AT LEAST 72 HOURS IN ADVANCE. 8. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE INDICATING SERVICE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE INDICATING SERVICE INTERRUPTIONS. HOUSING WATER SERVICE INTERRUPTIONS IN EXCESS OF 24 HOURS SHALL NOT OCCUR WITHOUT CO APPROVAL. 9. CONTRACTOR SHALL CONTACT THE ALASKA DIG LINE AT 811 OR CONTRACTOR SHALL CONTACT THE ALASKA DIG LINE AT 811 OR 1-800-478-3121 FOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 10. DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS DO NOT SCALE DRAWINGS. ALL MEASUREMENTS ARE IN IMPERIAL UNITS UNLESS OTHERWISE NOTED. 11. EXISTING CONSTRUCTION INDICATED IS BASED ON LIMITED FIELD EXISTING CONSTRUCTION INDICATED IS BASED ON LIMITED FIELD INVESTIGATIONS AND GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT TIME OF DESIGN. VERIFY ALL EXISTING CONDITIONS, INCLUDING THE ELEVATIONS OF EXISTING UTILITIES AND OTHER UNDERGROUND OBSTRUCTIONS BEFORE INSTALLING NEW WORK. NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 12. WHEN A DETAIL IS IDENTIFIED AS "TYPICAL", APPLY DETAIL FOR 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, THE SPECIFICALLY REFERENCED DETAIL SHALL GOVERN. 13. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT. 14. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION, IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED TRAFFIC CONTROL PLAN. 15. MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANIMALS, AND MINIMIZE CONSTRUCTION IMPACTS TO SOILS, WATER, PLANTS, ANIMALS, AND OTHER NATURAL RESOURCES DURING CONSTRUCTION. CONFINE CONSTRUCTION OPERATIONS TO MINIMUM PRACTICAL AREA. IN NO CASE SHALL CONSTRUCTION OPERATIONS EXTEND BEYOND 15' EITHER SIDE BURIED UTILITY CENTER LINE WITHOUT PRIOR APPROVAL BY THE CO. 16. CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR-PREPARED ENVIRONMENTAL PROTECTION AND EROSION CONTROL PLAN. 17. EXISTING WATER LINE WHERE IT IS SCHEDULED TO BE REPLACED IN IT'S EXISTING WATER LINE WHERE IT IS SCHEDULED TO BE REPLACED IN IT'S CURRENT LOCATION SHALL BE REMOVED AND DISPOSED OF OFFSITE. EXISTING WATER PIPES SCHEDULED FOR REMOVAL FROM SERVICE SHALL BE ABANDONED IN PLACE IN ACCORDANCE WITH ADEC STANDARD. 18. MARKER POSTS, DETAIL 2/D2, SHALL BE INSTALLED EVERY 100 FT, FOR MARKER POSTS, DETAIL 2/D2, SHALL BE INSTALLED EVERY 100 FT, FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS, AND JUNCTIONS. POSTS SHALL BE SET IN A SAFE AND REASONABLY CONSPICUOUS LOCATION. MARKER POST SHALL BE 42" PORTABLE TRAFFIC DELINEATOR POST WITH TWO REFLECTOR STRIPS. THEY SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24" DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST. 2" HIGH LETTERING SHALL BE STENCILED ON THE POST WITH BLACK ENAMEL PAINT INDICATING VALVE OR BLIND FLANGE AND THE OFFSET DISTANCE. 19. CONTRACTOR SHALL POTHOLE ALL TIE-IN, PIPE CROSSINGS, AND POTENTIAL CONTRACTOR SHALL POTHOLE ALL TIE-IN, PIPE CROSSINGS, AND POTENTIAL CONFLICT LOCATIONS BEFORE PIPE INSTALLATION AND HAVE ADEQUATE REPAIR MATERIALS ON HAND. 20. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING REDLINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION. THE REDLINE DRAWINGS SHALL NOTE THE POSITION OF THE NEW WATERLINE WITH RESPECT TO EXISTING STRUCTURES; THE DEPTH OF THE NEW WATERLINE; LOCATIONS OF ALL NEW VALVES, BLOW-OFFS, METERS, AND OTHER WATER LINE APPURTENANCES; LOCATION OF ALL UTILITIES ENCOUNTERED DURING THE INSTALLATION OF THE NEW WATER LINE; LOCATIONS OF ABANDONED WATER LINES; LOCATIONS OF ANY CONTAMINATED SOILS; AND ALL OTHER STRUCTURES ENCOUNTERED DURING CONSTRUCTION. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT THE REDLINE DRAWINGS TO THE CO. 21. AIR RELEASE VALVES SHALL BE INSTALLED WHEREVER NECESSARY AIR RELEASE VALVES SHALL BE INSTALLED WHEREVER NECESSARY INCIDENTAL TO WATERLINE CONSTRUCTION. 22. CONTRACTOR SHALL ANTICIPATE GROUNDWATER IN EXCAVATION AND BE CONTRACTOR SHALL ANTICIPATE GROUNDWATER IN EXCAVATION AND BE PREPARED TO DE-WATER AS NECESSARY TO ALLOW FOR ADEQUATE COMPACTION. GROUNDWATER ONSITE IS APPROXIMATELY 18" BGS.

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Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ALASKA REGION

R10

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

Project No:

EXISTING SITE PLAN

CORDOVA WORK CENTER WATERLINE REPLACEMENT

STOGSDILL

SCHRANK

BERG

5/12/2019

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

3 9

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(3) 3 FT. DIAM CONCRETE CYLINDER W/ 8X8 POST

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TRANSFORMER ON 4 FT X 4 FT CONCRETE PAD

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26" DIAM. SEWER MANHOLE

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PT 53 ELEV.=29.3 FT

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COVERED PORCH

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MAGNETIC DECLINATION FROM NOAA MAGNETIC FIELD CALCULATORS AT PT 4

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TRUE

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MERIDIAN

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4 1/2" DIAM. SEWER PIPE

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4 1/2" DIAM. WATER VALVE

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24" DIAM VERTICAL CULVERT (CMP) 3.5 FT ABOVE GROUND3.5 FT ABOVE GROUND

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PT 4 ELEV.=35.1 FT.

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PT 1 ELEV.= 21.7 FT.

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PT 12 ELEV. = 33.3 FT.

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LEFEVRE STREET

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CENTERLINE

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BASIS OF BEARING

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30 FT. WIDE

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SHED

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PT 50 ELEV.=30.2 FT.

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PT 51 ELEV.= 30.2 FT.

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PT 52 ELEV.= 30.1 FT.

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STOP AND STREET SIGN COPPER RIVER HWY & LEFEVRE STLEFEVRE ST

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PT 54 ELEV.=34.6 FT.

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SHED

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CHAIN LINK FENCE (8 FT. HIGH)

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CENTER OF FOOT PATH

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WOODEN POST

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GAS AND OIL BLDG.

AutoCAD SHX Text #1 12 Person Crewhouse ID421104

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8 PERSON CREWHOUSE

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FOURPLEX

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BOAT STORAGE BLDG

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FOURPLEX CARPORT

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ASPHALT

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GRAVEL

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GATE (20 FT WIDE)

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HAZMAT STORAGE BLDG.

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ABOVE GROUND FUEL TANK ON CONCRETE PAD UNDER WOODEN LEAN-TO.

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5 FT DIAM. ABOVE GROUND FUEL TANK INSIDE SHED

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5 FT DIAM. ABOVE GROUND FUEL TANK INSIDE SHED

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PT 11 ELEV.=33.7 FT.

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FOURPLEX WOODSHED

AutoCAD SHX Text CULVERT #1 24"DIAM. x ±58 FT CPPINVERT ELEV. INLET: 26.3 FT OUTLET: NOT FOUND

AutoCAD SHX Text CULVERT #2 14"DIAM. x ±30 FT CPPINVERT ELEV. INLET: 27.0 FT OUTLET: 27.0 FT

AutoCAD SHX Text CULVERT #3 14"DIAM. x ±20 FT CPPINVERT ELEV INLET: 27.3 FT OUTLET: 26.9 FT

AutoCAD SHX Text CULVERT #4 18" DIAM. x ±80 FT CMPINVERT ELEV. INLET: 31.8 FT OUTLET: 30.7 FT

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WOODEN ACCESS COVER TO CRAWLSPACE

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6 BAYS 10 FT WIDE

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38" DIAM. WOOD COVER

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3 BAYS 9 FT WIDE

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4 BAYS9 FT WIDE

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400 PAIR BURIED

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COPPER RIVER HIGHWAY

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LEI SHED

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HANDICAP RAMP (3.3 FT WIDE)

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0.5 FT DIAM. BOLLARD 4 FT ABOVE GROUND

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3.3 FT x 3.7 FT CONCRETE PAD

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CULVERT #5 18" DIAM. CMP INVERT ELEV. INLET: 30.65 FT OUTLET: NOT FOUND

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%%UNOTES:

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1. ELECTRIC, TELEPHONE AND ELECTRIC, TELEPHONE AND CABLE LINES WERE LOCATED BY UTILITY COMPANIES IN MAY 2017. A PARTIAL LOCATE OF THE WATER & SEWER LINES WAS ALSO PERFORMED IN MAY 2017. 2. WATER AND SEWER LINES WATER AND SEWER LINES SHOWN ON THIS PLAT WERE LOCATED BASED ON THE USDA FOREST SERVICE UTILITIES PLAN DRAWN BY J. L. STEVENS ON JULY 9, 1986. 3. THE LOCATED ELECTRIC, THE LOCATED ELECTRIC, TELEPHONE AND CABLE LINES ALONG THE PARTIAL LOCATE OF THE WATER & SEWER LINES AGREED WITH THE UTILITY LOCATION AS SHOWN IN THE CORDOVA WORK CENTER UTILITIES PLAN NOTED ABOVE.

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CONCRETE LOADING DOCK

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GRAVEL

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5 FT. DIAM. STEEL ABOVE GROUND TANKS, 5.0 FT. HIGH

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COVERED PORCH

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CHAIN LINK FENCE (8 FT. HIGH)

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1 METER = 3.2808333 U.S. SURVEY FEET

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MOVABLE RAMPS

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AutoCAD SHX Text SANITARY CLEANOUTS POST, WOOD POST, CONCRETE BOLLARD UTILITY POLE LIGHT POLE FIRE HYDRANT WATER VALVE ABOVE GROUND FUEL TANK TELEPHONE JUNCTION BOX ELECTRICAL JUNCTION BOX CABLE JUNCTION BOX WATER MANHOLE

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AutoCAD SHX Text STANDARD FOREST SERVICE 3-1/4" DIAM. ALUM. CAP, FOUND THIS SURVEY. 5/8" DIAM. REBAR, FOUND THIS SURVEY. 3/4" DIAM. DURANAIL SPIKE, SET THIS SURVEY. SPOT ELEVATION.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ALASKA REGION

R10

SEDIMENT CONTROL & WATER

SEWER SEPARATION TYPICALS

CORDOVA WORK CENTER WATER LINE REAPLACEMENT

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

5 9

SCALE:

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TYPICAL DETAIL

NO SCALE

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MINIMUM WATER & SEWER PIPE

SEPARATION REQUIREMENTS DETAIL

NO SCALE

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MINIMUM BURY

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3'MIN. TO TOE OF SLOPE

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10'-0" MIN

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5'-0" MIN

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5'-0" MIN

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7' MIN.

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7' MIN.

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STOGSDILL

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1. SEDIMENT FENCES, OR OTHER APPROVED METHOD, SHALL BE INSTALLED TO PREVENT SEDIMENT FROM MATERIAL STOCKPILES SEDIMENT FENCES, OR OTHER APPROVED METHOD, SHALL BE INSTALLED TO PREVENT SEDIMENT FROM MATERIAL STOCKPILES AND OPEN EXCAVATIONS FROM ENTERING SURFACE WATERS. CONTRACTOR SHALL SUBMIT EROSION CONTROL PLAN FOR APPROVAL. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2 INCH X 2 INCH POSTS AND ATTACH AS SHOWN ON DETAIL. 3. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 4. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 5. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2 INCH X 2 INCH POST STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2 INCH X 2 INCH POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 7. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 8. AT NO TIME SHALL MORE THAN 1/3 THE HEIGHT OF THE FENCE OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SILT AT NO TIME SHALL MORE THAN 1/3 THE HEIGHT OF THE FENCE OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SILT FENCING.

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STANDARD NOTES FOR SEDIMENT FENCES:

AutoCAD SHX Text THE SEPARATION OF WATER MAINS AND SEWERS SHALL COMPLY WITH MINIMUM STANDARDS UNDER ADEC 18 AAC 80.020 FOR PUBLIC WATER SYSTEMS, AS FOLLOWS: A. PARALLEL INSTALLATION: PARALLEL INSTALLATION: 1. NORMAL CONDITIONS: THE INSIDE EDGE OF NORMAL CONDITIONS: THE INSIDE EDGE OF A WATER LINE SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM THE INSIDE EDGE OF ANY SANITARY OR STORM SEWER, MANHOLE, OR TANK. 2. UNUSUAL CONDITIONS: WHEN LOCAL UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF 10 FEET, AND WHEN APPROVED BY THE ENGINEER, THE INSIDE EDGE OF A WATER MAIN MAY BE LAID A MINIMUM OF 5 FEET FROM THE INSIDE EDGE OF A SEWER PROVIDED THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES HIGHER THAN THE TOP OF THE SEWER (SEE DETAIL 2, THIS SHEET), AND THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF. ANY SITE SPECIFIC VARIATIONS SHALL BE APPROVED BY ADEC AND CO. 7' MINIMUM WATERLINE BURY DEPTH. B. CROSSINGS: CROSSINGS: 1. NORMAL CONDITIONS: WHENEVER POSSIBLE, NORMAL CONDITIONS: WHENEVER POSSIBLE, THE BOTTOM OF THE WATER MAIN SHALL BE AT LEAST 18 INCHES HIGHER THAN THE TOP OF THE SEWER. 2. UNUSUAL CONDITIONS: IF A WATER MAIN UNUSUAL CONDITIONS: IF A WATER MAIN MUST CROSS UNDER A SEWER, THE TOP OF THE WATER MAIN SHALL BE AT LEAST 18 INCHES LOWER THAN THE BOTTOM OF THE SEWER. THE WATER MAIN PIPE SHALL BE CENTERED AT THE CROSSING SO THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF THE SEWER AT THE CROSSING. INCLUDE BACKFILLING THE ENTIRE UTILITY CROSSING AREA WITH CONCRETE.

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ANGLE ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL/SEDIMENT IS TRAPPED.

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FLOW DIRECTION ARROW (TYP)

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WINGS TO BREAK UP LENGTH OF SLOPE

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WRAP POSTS

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INTERLOCKED 2" X 2" POSTS W/ ATTACHED FABRIC

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FILTER FABRIC MATERIAL 36" WIDE ROLLS

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FILTER FABRIC MATERIAL

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UNUSUAL CONDITIONS PARALLEL INSTALLATION

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NORMAL CONDITIONS CROSSINGS

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UNUSUAL CONDITIONS CROSSINGS

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USE STITCHED LOOPS OVER 2"X2" POSTS

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AT CORNER, OR PROPERTY LINE

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SEWER

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WATER

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SEWER

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WATER

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SEWER

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SEWER

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WATER

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WATER

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CONCRETE

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NOTES:

NORMAL CONDITIONS PARALLEL INSTALLATION

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ALASKA REGION

R10

UTILITY TRENCH TYPICALS

CORDOVA WORK CENTER WATER LINE REPLACEMENT

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

6 9

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1. PIPE BEDDING MATERIAL SHALL CONSIST OF SAND, PIPE BEDDING MATERIAL SHALL CONSIST OF SAND, SANDY GRAVEL, OR FINE GRAVEL HAVING A MAXIMUM OF " SIZE. 34" SIZE. 2. NATIVE BACKFILL MATERIAL SHALL BE FREE OF NATIVE BACKFILL MATERIAL SHALL BE FREE OF ORGANIC OR DELETERIOUS MATERIALS, NON-PLASTIC (NO CLAY), UNIFORMLY GRADED FROM COARSE TO FINE, 100% PASSING A 3" SCREEN, AND CAPABLE OF COMPACTION. 3. BACKFILL SHALL BE PLACED IN 12"-18" LIFTS BACKFILL SHALL BE PLACED IN 12"-18" LIFTS AND COMPACTED WITH A MINIMUM OF 3 PASSES OF AN APPROVED COMPACTION DEVICE UNTIL VISIBLE DEFLECTION CEASES. 4. REPLACE PAVEMENT AND AGGREGATE SURFACING REPLACE PAVEMENT AND AGGREGATE SURFACING WHERE EVER ENCOUNTERED, WITH 4" OF COMPACTED 1" MINUS CRUSHED AGGREGATE SURFACING CONSISTENT WITH FP-14 703.05. 5. INCIDENTAL TO BID ITEMS 22110-A AND 22110-C, INCIDENTAL TO BID ITEMS 22110-A AND 22110-C, CONTRACTOR SHALL PULL CAT5 CABLE BETWEEN THE WAREHOUSE AND THE 12 PERSON CREWHOUSE (APPROX. 145'), BETWEEN THE WAREHOUSE AND THE 8 PERSON CREWHOUSE (ARROX. 180'), AND BETWEEN THE WAREHOUSE AND THE FOUR-PLEX (APPROX. 250'). 6. CABLE SHALL BE CATEGORY 5E OSP, AND WATER CABLE SHALL BE CATEGORY 5E OSP, AND WATER PROOF WITH COPPER CLAD ARMORSHIELD, SIMILAR TO BBDGE OSP CAT 5E. 7. INCIDENTAL TO BID ITEMS 22110-A AND INCIDENTAL TO BID ITEMS 22110-A AND 221100-C, CONTRACTOR SHALL PULL METER SYSTEM CONDUCTOR BETWEEN THE WAREHOUSE AND THE 12 PERSON CREWHOUSE, BETWEEN THE WAREHOUSE AND THE 8 PERSON CREWHOUSE, AND BETWEEN THE WAREHOUSE AND THE FOUR-PLEX. 8. CONDUCTOR SHALL BE 2-22 AWG WITH PVC CONDUCTOR SHALL BE 2-22 AWG WITH PVC INSULATION, WATERBLOCKING TAPE, PVC JACKET AND RIPCORD SIMILAR TO BELDEN 5500F1 MULTI-CONDUCTOR, OR APPROVED EQUAL. 9. MINIMUM WATER LINE BURY DEPTH IS 7' EXCEPT MINIMUM WATER LINE BURY DEPTH IS 7' EXCEPT AT STEM WALL FOUNDATION PENETRATIONS WHERE MINIMUM PIPE COVER IS 2.5'. TRENCH INSULATION DETAIL 3/D2 SHALL BE APPLIED ANYWHERE PIPE COVER IS LESS THAN 7'. INSULATION SHALL BE 4" THICK (MAY BE INSTALLED IN (2) 2" LAYERS) WITH JOINTS STAGGERED TO PROVIDE 2' MIN OVERLAP. INSULATION SHALL BE ASTM C578, AASHTO M230-07, EXTRUDED POLYSTYRENE. INSULATED WATER LINE SHALL MAINTAIN MIN. 2.5' BURY DEPTH UNTIL 5' AFTER STEM WALL PENETRATION WITHIN CRAWLSPACES. ALL OTHER TRENCH DIMENSIONS AND DETAILS SHALL BE ACCORDING TO 1/D2.

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UTILITY TRENCH NOTES:

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3" MOUNDED TOPSOIL

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NATIVE BACKFILL MATERIAL

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CRUSHED AGGREGATE SURFACING

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SAW CUT PAVING

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UNDISTURBED BASE OR SUBGRADE

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6" WIDE PIPE LOCATOR RIBBON, 18" MIN. TO 24" MAX. BURY DEPTH

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NATIVE BACKFILL MATERIAL

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VERTICAL OR SLOPED TRENCHES IN CONFORMANCE WITH OSHA REGULATION

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4" PVC ELECTRICAL CONDUIT W/ TRACER WIRE

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TRACER WIRE, (TIE TO WATER LINE AND CONDUIT AT 10' INTERVALS)

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PIPE BEDDING MATERIAL

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WATER LINE

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IN SURFACED AREAS

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LANDSCAPED OR UNIMPROVED AREAS

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RESURFACING

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EXISTING SECTION

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2' + PIPE DIAM. MAX 1' + PIPE DIAM. MIN WIDTH

AutoCAD SHX Text 2" BLACK STENCILED LETTERING INDICATING VALVE, WATERLINE, JUNCTION, AND OFFSET DISTANCE

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REFLECTIVE CARSONITE TRAFFIC REFLECTOR POST

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WATER LINE

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PIPE BEDDING MATERIAL

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NATIVE BACKFILL MATERIAL

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2" DEPTH SAND

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WATER LINE

INSULATION

ALASKA REGION

R10

VALVE TYPICALS

CORDOVA WORK CENTER WATER LINE REPLACEMENT

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

7 9

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12" DIA. VALVE BOX

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1" POLY VALVE

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1-1/4" HDPE MAIN WATER LINE (TYP.)

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HEAT FUSION JOINT (TYP.)

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34" TUBE

AutoCAD SHX Text FURNISH ONE STEEL TEE HANDLE VALVE OPERATING WRENCH FOR EACH FIVE (OR FRACTION THEREOF) VALVES THAT ARE PROVIDED WITH A VALVE BOX. LENGTH TO BE 12" LONGER THAN LONGEST VALVE BOX.

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SOCKET TO FIT SQUARE NUT

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SIZE MAY VARY TO FIT VALVE OPERATORS

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1" HDPE LATERAL WATER LINE (TYP.)

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12" DIA. VALVE BOX

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1-1/4" POLY VALVE

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1. MAIN LINE AND ADJACENT LATERAL MAIN LINE AND ADJACENT LATERAL VALVES SHALL BE CLUSTERED IN IMMEDIATE PROXIMITY TO EACHOTHER.

NOTES:

ALASKA REGION

R10

VALVE BOX TYPICALS

CORDOVA WORK CENTER WATER LINE REPLACEMENT

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

8 9

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VARY TO MATCH PIPE DEPTH

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1. STAND PIPE SHALL BE 14 GAUGE GALVANIZED CMP. STAND PIPE SHALL BE 14 GAUGE GALVANIZED CMP. 2. WATERTIGHT GASKET SHALL BE PLACED IN ANNULAR SPACE BETWEEN WATERTIGHT GASKET SHALL BE PLACED IN ANNULAR SPACE BETWEEN WATER PIPES AND BOX STAND PIPE. GASKET SHALL BE FLEXIBLE TO PROTECT PIPE FROM SHEER. 3. 4" THICK FOAM BOARD INSULATION SHALL BE SECURED TO UNDERSIDE 4" THICK FOAM BOARD INSULATION SHALL BE SECURED TO UNDERSIDE OF LID. 4. 2" THICK TUBE INSULATION SHALL WRAP PIPING WITHIN VALVE BOXES 2" THICK TUBE INSULATION SHALL WRAP PIPING WITHIN VALVE BOXES AND CONTINUE OVER VALVES WITH CUTOUT ALLOWING VALVE OPERATION WITH INSULATION IN PLACE. 5. PLUMBING APPURTENANCES SHALL BE FULLY SUPPORTED AND PLUMBING APPURTENANCES SHALL BE FULLY SUPPORTED AND SECURED TO 8"X8"X4" CONCRETE BLOCK. 6. " HDPE TUBE SHALL BE TIED TO INTERIOR OF BOX AND WATERLINE 34" HDPE TUBE SHALL BE TIED TO INTERIOR OF BOX AND WATERLINE FOR THE PURPOSE OF THAWING VALVES VIA DRY STEAM SHOULD THEY FREEZE. TUBE SHALL TERMINATE WITHIN 6" OF LID AND WITHIN " OF 12" OF VALVE. 7. CONTRACTOR SHALL FURNISH A PORTABLE DRY STEAM VALVE THAWING CONTRACTOR SHALL FURNISH A PORTABLE DRY STEAM VALVE THAWING MACHINE SIMILAR TO THE ARCTIC BLASTER, OR APPROVED EQUAL, AND LINE AND APPURTENANCES NECESSARY FOR CONNECTION TO VALVE BOX TUBING.

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BOX NOTES:

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1. VERIFY CMP DIMENSIONS VERIFY CMP DIMENSIONS PRIOR TO LID FABRICATION. 2. LID TO HAVE 1/4" LID TO HAVE 1/4" CLEARANCE ON ALL SIDES WHEN SET ON BOX.

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LID NOTES:

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1. THIS DETAIL APPLIES TO ALL BURIED VALVE THIS DETAIL APPLIES TO ALL BURIED VALVE INSTALLATIONS. 2. CONTRACTOR SHALL SUBMIT PLAN FOR VALVE CONTRACTOR SHALL SUBMIT PLAN FOR VALVE BOXES INCLUDING INTENTION TO USE ANY OTHER MATERIALS OR MANUFACTURED PRODUCTS AS AN ALTERNATIVE. 3. VALVES SHALL NOT BE LOCATED IN AREAS SUBJECT VALVES SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. 4. INSTALL VALVE MARKERS AT ALL MAIN LINE VALVE INSTALL VALVE MARKERS AT ALL MAIN LINE VALVE LOCATIONS. 5. VALVE BOXES SHALL BE PLUMB AND CENTERED VALVE BOXES SHALL BE PLUMB AND CENTERED DIRECTLY OVER THE VALVE ASSEMBLY. 6. VALVE BOX LID SHALL BE AT FINISHED GRADE. VALVE BOX LID SHALL BE AT FINISHED GRADE. 7. ALL SERVICE LINES, VALVES AND FITTINGS SHALL ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA C800. 8. INSTALLATION OF ALL WATERLINE, APPURTENANCES, INSTALLATION OF ALL WATERLINE, APPURTENANCES, AND EARTHWORK WITHIN 5' OF THE VALVE BOXES SHALL BE INCIDENTAL TO VALVE BOX BID ITEMS.

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GENERAL NOTES:

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SMOOTH ROD HANDLE

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PIPE END FLANGES 4" +/-

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LOCKING ROD STRAP

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LOCKING ROD

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BOX PLAN

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FOAM BOARD INSULATION (TYP)

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34" HDPE TUBE

AutoCAD SHX Text GALVANIZED WOVEN WIRE CLOTH, 5 MESH, 24 GAUGE WIRE. EXTEND SINGLE PIECE OF CLOTH FROM BASE OF BOX, AROUND BOX FLANGES, UP AROUND PIPE OPENINGS.

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4" STAND PIPE FLANGE

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TORCH CUT CMP TO RECEIVE PIPE. LEAVE 12" CLEARANCE (TYP).

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1" MINUS WASHED GRAVEL SUMP

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12" MAX

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BOX PROFILE

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10 GAUGE GALVANIZED STEEL

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SPOT WELD 1"X1"X " 316" STEEL ANGLE EVERY 6"

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12" SMOOTH ROD HANDLE

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12" SMOOTH ROD HANDLE WELDED TO LID

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4-1/2" WIDE, " THICK 14" THICK NEOPRENE GASKET CEMENTED TO UNDERSIDE OF LID

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ATTACH INSULATION TO UNDERSIDE OF LID

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3" DIAM. ROD STOP

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34" X 18" LOCKING ROD

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12" SMOOTH ROD HANDLE WELDED TO LID

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1132" DIAM. HOLE FOR PADLOCK

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LOCKING ROD STRAP WELDED TO CMP BOX

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LID AND STRAP PROFILE

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LID PLAN

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LID PROFILE SECTION A-A

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LOCKING ROD STRAP DETAIL

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18" STRAP IRON WELD TO CMP FOR LOCKING ROD

1" DIAM. HOLE

ALASKA REGION

R10

MAIN JUNCTION VALVE CLUSTER &

SERVICE CONNECTION DETAILS

CORDOVA WORK CENTER WATER LINE REPLACEMENT

CHUGACH NATIONAL FOREST

CORDOVA RANGER DISTRICT

9 9

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PROFILE

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MARK

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DESCRIPTION

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BACKFLOW PREVENTION ASSEMBLY, SEE DETAIL 2/D5

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SERVICE CONNECTION ASSEMBLY A, SEE DETAIL 3/D5

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1.25" X 1.25" ELBOW

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1.25" X 1.25" X 1" TEE

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1.25" X 1.25" X 1.25" TEE

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1.25" GLOBE VALVE

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1.00" GLOBE VALVE

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1.25" THREADED COPPER TO 1.25" FUSED HDPE TRANSITION

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WATERTIGHT/FLEXIBLE PIPE SLEEVE

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MARK

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QUANTITY

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DESCRIPTION

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GLOBE VALVE

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UNION

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REDUCER

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WATER METER

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PIPE SUPPORT HANGER

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CHECK VALVE

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1.25" HDPE/1.25" COPPER TRANSITION

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1. REDUCED PRESSURE BACKFLOW REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE LOCATED AT LEAST 30" FROM THE INTERIOR OF THE WAREHOUSE CRAWLSPACE WALL. ASSEMBLY SHALL BE LOCATED AFTER THE REDUCER AND TRANSITION TO COPPER LINE AND BEFORE THE CHECK VALVE IN THE SERVICE CONNECTION ASSEMBLY. 2. REDUCED PRESSURE BACKFLOW REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE WATTS LFU009M2QT-S, OR APPROVED EQUAL. AWWA C511 COMPLIANT. SEE SPEC 221103. 3. BACKFLOW ASSEMBLY SHALL BE BACKFLOW ASSEMBLY SHALL BE SUPPORTED AND FULLY SECURED. 4. FROST PROTECTION BLANKET SHALL FROST PROTECTION BLANKET SHALL FULLY ENCLOSE ASSEMBLY. SEE SPEC 221103. 5. LINE TO ASSEMBLY SHALL BE LINE TO ASSEMBLY SHALL BE TAGGED: DO NOT TAP LINE BEFORE BACKFLOW PREVENTION ASSEMBLY.

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TUBE INSULATION

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FROST PROTECTION BLANKET

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BACKFLOW ASSEMBLY WITH STRAINER. SEE NOTE 2.

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THREADED TRANSITION (TYP)

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FLOW

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1. SERVICE CONNECTION ASSEMBLY A SHALL INCLUDE A SERVICE CONNECTION ASSEMBLY A SHALL INCLUDE A 1" WATER METER SIMILAR TO THE NEPTUNE T-10, OR APPROVED EQUAL WITH A REGISTER SIMILAR TO THE NEPTUNE TRICON/S, OR APPROVED EQUAL. REGISTER SHALL HAVE 10 GALLON PER PULSE SWITCH CLOSURE. 2. SERVICE CONNECTION ASSEMBLY B SHALL INCLUDE A SERVICE CONNECTION ASSEMBLY B SHALL INCLUDE A 5/8" WATER METER SIMILAR TO THE NEPTUNE T-10, OR APPROVED EQUAL WITH A REGISTER SIMILAR TO THE NEPTUNE TRICON/S, OR APPROVED EQUAL. REGISTER SHALL HAVE 10 GALLON PER PULSE SWITCH CLOSURE. 3. ALL SERVICE CONNECTIONS, EXCEPT FOR THE ALL SERVICE CONNECTIONS, EXCEPT FOR THE WAREHOUSE SHALL BE ASSEMBLY B. THE WAREHOUSE SHALL RECEIVE ASSEMBLY A TO ALLOW METERING OF THE WHOLE SITE. 4. INCIDENTAL TO SERVICE ASSEMBLY A, CONTRACTOR INCIDENTAL TO SERVICE ASSEMBLY A, CONTRACTOR SHALL FURNISH AND INSTALL A REMOTE DATA LOGGER SIMILAR TO DATAQ INSTRUMENTS MODEL DI-808, OR APPROVED EQUAL. THIS DATA LOGGER SHALL BE INSTALLED IN CLOSE PROXIMITY TO NEAREST POWER OUTLET IN WAREHOUSE GARAGE BAY WITHIN APPROX. 30' OF CRAWLSPACE ENTRY. FINAL LOCATION TO BE APPROVED BY THE CO. THE FS WILL PROGRAM THE DATA LOGGER. 5. INCIDENTAL TO SERVICE CONNECTION ASSEMBLY A, INCIDENTAL TO SERVICE CONNECTION ASSEMBLY A, THE CONTRACTOR SHALL FURNISH (3) ADDITIONAL CONTROL CABLES FROM UTILITY TRENCH, AND (1) FROM THE ASSEMBLY B METER, OF SUFFICIENT LENGTH TO EXTEND 5' BEYOND DATA LOGGER, APPROXIMATELY 50' EACH. 6. INCIDENTAL TO SERVICE CONNECTION ASSEMBLY B, INCIDENTAL TO SERVICE CONNECTION ASSEMBLY B, THE CONTRACTOR SHALL FURNISH CONTROL CABLE OF SUFFICIENT LENGTH TO EXTEND 5' BEYOND THE WATER METER FROM THE UTILITY TRENCH. 7. INCIDENTAL TO BOTH ASSEMBLIES A AND B, CAT5 INCIDENTAL TO BOTH ASSEMBLIES A AND B, CAT5 CABLE SHALL EXTEND 30' BEYOND THE UTILITY TRENCH. 8. CONTRACTOR'S SHALL REPORT TO CO IF IT WILL NOT CONTRACTOR'S SHALL REPORT TO CO IF IT WILL NOT BE PRACTICABLE TO UTILIZE EXISTING STEM WALL PENETRATIONS. NEW PENETRATION PLAN SHALL BE APPROVED BY CO. 9. SEE NOTE 10/D3 FOR WATER LINE TRENCH SEE NOTE 10/D3 FOR WATER LINE TRENCH INSULATION REQUIREMENTS AT SERVICE CONNECTIONS. WATER LINE SHALL SURFACE 5' AFTER STEM WALL TO PREVENT FREEZING. ALL PIPING, VALVES, AND METERS WITHIN CRAWL SPACES SHALL BE INSULATED.

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TO INTERIOR PLUMBING 1" COPPER

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FROM DISTRIBUTION HDPE

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TO INTERIOR PLUMBING 1" COPPER

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TO FOUR PLEX

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TO 12-PERSON CREWHOUSE

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1.25" HDPE FROM CITY

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PROFILE

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PLAN

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WAREHOUSE STEM WALL

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BACKFLOW ASSEMBLY NOTES:

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SERVICE CONNECTION NOTES:

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PIPE SUPPORT HANGER. PIPE SHALL BE 12" MAX FROM OVERHEAD JOIST.

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PIPE SUPPORT HANGER. PIPE SHALL BE 12" MAX FROM OVERHEAD JOIST.

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WAREHOUSE STEM WALL

STEM WALL. CONTRACTOR SHALL PROPOSE STEM WALL PENETRATION SLEEVE. STEM WALL-SLEEVE SEAL SHALL BE WATERTIGHT, PIPE SLEEVE SEAL SHALL BE WATERTIGHT AND FLEXIBLE.

Title sheet Signed.pdf

Cordova Water System Drawings.pdf

Schedule of Items-EstQuant2.pdf

Sheets and Views

EstQuant2

7038 - 17_CRD_existing site plan-Existing Water System.pdf

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Existing Water System

Cordova Water System Details-SEDIMENT AND EROSION CONTROL.pdf

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SEDIMENT AND EROSION CONTROL

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Cordova Water System Details-UTILITY TRENCH.pdf

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UTILITY TRENCH

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Cordova Water System Details-VALVES.pdf

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VALVES

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Cordova Water System Details-VALVE BOX.pdf

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VALVE BOX

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Cordova Water System Details-MAIN JCTN CLUSTER.pdf

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MAIN JCTN CLUSTER

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