KATM_Brooks_Camp_100__Final_Drawings-22x34_Signed_160616.pdf
PDF 21 MB Posted
- Attached to
- Replace Floating Bridge and Access Trails with Elevated Bridge and Walkway Federal contract opportunity
- Solicitation number
- P16PS00287
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| File | Type | Posted |
|---|---|---|
| Amendment_No._6.pdf | ||
| Q A_Amendment_5.pdf | ||
| Q-A-Spec_Chgs-Drwgs_chgs-Amend4.pdf | ||
| Amendment_3SubKPlanForm.pdf | ||
| KATM_148250_Pre-bid_Site_Visit_Notes_2016_0906.pdf | ||
| KATM_148250_Pre-Bid_Attendance_List_2016_0901.pdf | ||
| SubContracting_Form_1_-_Amendment_2.htm | HTM file | |
| Amendment_No._1_P16PS00287.pdf | ||
| KATM_148250-Combined_Specifications_2016_0628.pdf | ||
| Proposal_Submission_Pkg.pdf | ||
| Solicitation-P16PS00287.pdf | ||
| DB_wage_rates.txt | TXT text file |
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No. SE 13423
11-11-15
1 OVERALL BOARDWALK/BRIDGE PLAN
NTS2 PILE ELEVATION TABLE
1/64" = 1'-0" 0" 32' 64' 128'
2 BOARDWALK SECTION "B"
1 BOARDWALK SECTION "A"
0" 4' 8' 16'1/8" = 1'-0"
2 BOARDWALK SECTION "D"
1 BOARDWALK SECTION "C"
BOARDWALK SECTIONS "E", "F"
AND NORTH VIEWING PLATFORM
1 BOARDWALK SECTION "F"
SOUTH VIEWING PLATFORM
AND BOARDWALK SECTION "F" AND "G"
No. SE 13423
11-11-15
WORK NOT IN CONTRACT
1 BOARDWALK SECTIONS "H" AND "I"
1 BOARDWALK SECTION "J"
2 BOARDWALK SECTION "J" AND "K"
0" 4' 8' 16'1/8" = 1'-0"
0" 4' 8' 16'1/8" = 1'-0"
1 BOARDWALK SECTION "L"
0" 4' 8' 16'1/8" = 1'-0"
W O
RK NO
T IN CO
NTRACT
1 BOARDWALK TYPICAL FRAMING PLAN 2 BOARDWALK TYPICAL PROFILE
3 BOARDWALK TYPICAL SECTION
5 BOARDWALK PILE BENT ASSEMBLY
4 BOARDWALK TYPICAL SECTION AT PILES
6 GLB TO WF BEAM SHEAR TRANSFER DETAIL
0" 2' 4' 8'1/4" = 1'-0" 3/8" = 1'-0" 0" 4' 8'1' 2'
0" 1' 2' 4'1/2" = 1'-0" 0" 1' 2' 4'1/2" = 1'-0"
0" 6" 1' 2'1" = 1'-0"
1 SMALL VIEWING PLATFORM - ENLARGED PLAN 2 SMALL VIEWING PLATFORM SECTION
3 CORNER CONNECTION 4 CORNER CONNECTION
0" 2' 4' 8'1/4" = 1'-0" 0" 1' 2' 4'1/2" = 1'-0"
0" 6" 1' 2'1" = 1'-0" 0" 6" 1' 2'1" = 1'-0"
1 NORTH VIEWING PLATFORM - ENLARGED PILE CAP PLAN 2 NORTH VIEWING PLATFORM - ENLARGED FRAMING PLAN 0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0"
1 SECTION 2 SECTION
5 SECTION
7 SECTION
4 SECTION
8 SECTION 9 SECTION
6 TYP PONY WALL DETAIL
3 TYP LEDGER0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0"
0" 6" 1' 2'3"1-1/2" = 1'-0"
0" 6" 1' 2'3"1-1/2" = 1'-0"0" 2' 4' 8'1/4" = 1'-0"0" 2' 4' 8'1/4" = 1'-0"
0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0"
4 SOUTH VIEWING PLATFORM RAMP LANDING ASSEMBLY - SECTION
1 SOUTH VIEWING PLATFORM RAMP LANDING ASSEMBLY - PLAN 2 NOT USED 3 NOT USED
5 VIEWING PLATFORM FRAMING DETAILS
3/8" = 1'-0" 0" 4' 8'1' 2' NTS NTS
0" 6" 1' 2'1" = 1'-0" 0" 1' 2'6"3/4" = 1'-0"
1 SOUTH VIEWING PLATFORM - ENLARGED PILE CAP PLAN 2 SOUTH VIEWING PLATFORM - ENLARGED FRAMING PLAN 0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0"
1 SECTION
4 SECTION 5 SECTION
2 SECTION
0" 2' 4' 8'1/4" = 1'-0"
0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0"
0" 2' 4' 8'1/4" = 1'-0"
GLB TO GLB CONN
0" 2' 4' 8'1/4" = 1'-0"3
STEP DOWN GLB CONN
0" 2' 4' 8'1/4" = 1'-0"6
3 NORTH BOARDWALK LANDING SECTION
1 SOUTH BOARDWALK RAMP SECTION
4 SOUTH VIEWING PLATFORM RAMP SECTION
3/16" = 1'-0" 0" 8' 16'2' 4'1'
3/16" = 1'-0" 0" 8' 16'2' 4'1' 3/16" = 1'-0" 0" 8' 16'2' 4'1'
2 SLEEPER CONDITION 2 - PLAN1 SLEEPER CONDITION 1 - PLAN
3 SLEEPER TRANSITION A 4 SLEEPER TRANSITION B 5 SLEEPER TRANSITION C
6 SLEEPER TRANSITION D & D SIM
3/8" = 1'-0" 0" 4' 8'1' 2' 3/8" = 1'-0" 0" 4' 8'1' 2'
0" 6" 1' 2'1" = 1'-0" 0" 6" 1' 2'1" = 1'-0" 0" 6" 1' 2'1" = 1'-0"
0" 6" 1' 2'1" = 1'-0" 7 SLEEPER TRANSITION E
1 SLEEPER TRANSITION B - ENLARGED PLAN
2 GLB TO SLEEPER CONN @ GRID 2
3 TYP SLEEPER INSTALLATION
3/8" = 1'-0" 0" 4' 8'1' 2'
0" 6" 1' 2'3"1-1/2" = 1'-0" 0" 1' 2'6"3/4" = 1'-0"
4 SLEEPER TRANSITION F
0" 6" 1' 2'1" = 1'-0" 5 SLEEPER TRANSITION G
0" 6" 1' 2'1" = 1'-0" 6 SLEEPER TRANSITION H
0" 6" 1' 2'1" = 1'-0" 7 SLEEPER TRANSITION J
0" 6" 1' 2'1" = 1'-0"
8 SLEEPER TRANSITION K
1 SECTION AT GRID 67.1
0" 2' 4' 8'1/4" = 1'-0" 2 SECTION AT GRID 67.4
0" 2' 4' 8'1/4" = 1'-0" 3 SECTION AT GRID 67.7
0" 2' 4' 8'1/4" = 1'-0" 4 SECTION AT GRID 68.1
0" 2' 4' 8'1/4" = 1'-0"
5 SECTION AT GRID 69
0" 2' 4' 8'1/4" = 1'-0" 6 SECTION AT GRID 70
0" 2' 4' 8'1/4" = 1'-0" 7 BUILT-UP SLEEPER DETAILS
0" 2' 4' 8'1/4" = 1'-0" 8 SLEEPER BRACKET DETAIL
0" 2' 4' 8'1/4" = 1'-0"
1 CORNER DETAIL 4 GLB TO GLB SPLIT RING HINGE CONNECTOR DETAIL2 FABRICATED PLATE HINGE CONNECTOR
5 TYP BOARDWALK RAILING ELEVATION 7 PIPE HANGER, TYP6 TYP RAILING ATTACHMENT DETAIL
BLOCKED RAILING DETAIL
AT VIEWING PLATFORM
9 HANDRAIL POST @ 2x10 10 SKEW CORNER RAILING POST DETAIL
RAIL POST CONNECTION DETAIL AT
SLEEPER CONDITION 1 (& 1 SIM)
RAILING POST AT SLEEPER
CONDITION 2
0" 2' 4' 8'1/4" = 1'-0" 0" 2' 4' 8'1/4" = 1'-0" 0" 6" 1' 2'1" = 1'-0"
0" 1' 2' 4'1/2" = 1'-0" 0" 6" 1' 2'1" = 1'-0" 0" 6" 1' 2'1" = 1'-0"
0" 6" 1' 2'1" = 1'-0"
0" 6" 1' 2'3"1-1/2" = 1'-0" 0" 6" 1' 2'3"1-1/2" = 1'-0"
0" 6" 1' 2'3"1-1/2" = 1'-0"
1 CAMERA MOUNT ON WATER PILES
2 NOT USED 3 STAIR DETAIL 4 LAG SCREW CORNER BRACKET
0" 1' 2' 4'1/2" = 1'-0"
NTS 0" 6" 1' 2'1" = 1'-0" 0" 6" 1' 2'3"1-1/2" = 1'-0"
9 FABRICATED PLATE SPLICE CONNECTOR
0" 2' 4' 8'1/4" = 1'-0"
2 BEAR GATE SECTION1 BEAR GATE ELEVATION
3 COLUMN BASE DETAIL
4 TRUSS CONNECTION (WEB TO BOT CHORD) 5 TRUSS CONNECTION (WEB TO TOP CHORD)
6 TRUSS CONNECTION (BOT TO TOP CHORD & POST)
0" 1' 2' 4'1/2" = 1'-0" 0" 1' 2' 4'1/2" = 1'-0"
0" 6" 1' 2'3"1-1/2" = 1'-0"
0" 6" 1' 2'3"1-1/2" = 1'-0" 0" 6" 1' 2'3"1-1/2" = 1'-0"
1 BEAR PROTECTION AT SEWER OUTFALL, ELEVATION 2 BEAR PROTECTION AT SEWER OUTFALL, SECTION 3/8" = 1'-0" 0" 4' 8'1' 2' 0" 1' 2'6"3/4" = 1'-0"
11/09/15
LEGEND
2 PARTIAL BROOKS CAMP & HOUSING LOOP POWER ONE-LINE DIAGRAM
NO SCALE
SHEET NOTES:
GENERAL NOTES:
1 PARTIAL HOUSING LOOP POWER ONE-LINE DIAGRAM - DEMOLITION
NO SCALE
E0.2
11/09/15
1A TRENCH DETAIL
NOT TO SCALE
2 TYPICAL MEDIUM VOLTAGE SECTIONALIZING CABINET DETAIL
NOT TO SCALE
DETAIL NOTES:
3 TYPICAL CONDUIT SUPPORT DETAIL
NOT TO SCALE
4 TYPICAL CONDUIT SUPPORT DETAIL
NOT TO SCALE
5 ARCTIC PIPE HEAT TRACE DETAIL
NOT TO SCALE
1B COMMON TRENCH DETAIL
NOT TO SCALE
DIRECT BURIED MV CABLE
Naknek Lake
BR
OO
KS
RI
VE
R
11/09/15
1 ELECTRICAL OVERALL SITE PLAN
1" = 200'
GENERAL NOTES:
SHEET NOTES:
ENLARGED SITE PLAN
1" = 10'
GENERAL NOTES:
SHEET NOTES:
ENLARGED SITE PLAN
1" = 10'
03/18/16
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TYP
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TOP TO BOTTOM: 3" GRSC (MV POWER) 1.5" SCH. 80 PVC (CAMERA)
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1" SCH. 80 PVC (CAMERA)
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(E) SP9, SEE 2/E0.2 FOR CONNECTION DETAIL.
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UG/E
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AutoCAD SHX Text LEFT TO RIGHT: 3" GRSC (MV POWER) 1.5" GRSC (CAMERA) 5W/FT HEAT TRACE IN ARCTIC PIPE (COORD. W/CIVIL)
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FISH FREEZING BUILDING
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TOP TO BOTTOM: 3" GRSC (MV POWER) 1.5" SCH. 80 PVC (CAMERA)
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TYP
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ELECTRIC FENCE
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1"C, 3#4 AWG, 1#12 AWG NEUTRAL, 1#8 AWG GND, CU, XHHW
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NEW SP-1 20HP, 208V, 3
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NEW SP-1 CONTROL PANEL
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1"C, 3#4 AWG, 1#8 AWG GND, CU, XHHW
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UG/E
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UG/C
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UG/C
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STATE
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REGION
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BOROUGH
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF DRAWING
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OF
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PKG.
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NO.
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SHEET
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DRAWING NO.
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SUB SHEET NO.
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DATE:
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TECH. REVIEW:
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CADD:
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DESIGNED:
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ALASKA
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BROOKS CAMP
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KATMAI
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AK
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KATMAI NATIONAL PARK AND PRESERVE
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DB
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DB
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DB, TEH
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ENGLARGED SITE PLANS
AutoCAD SHX Text A. ROUTING OF NEW CONDUITS/CABLES AND LOCATIONS OF NEW EQUIPMENT ROUTING OF NEW CONDUITS/CABLES AND LOCATIONS OF NEW EQUIPMENT SHOWN ON THIS PAGE IS APPROXIMATE ONLY. COORDINATE FINAL ROUTINGS AND LOCATIONS WITH CONTRACTING OFFICER PRIOR TO BEGINNING WORK. B. REFERENCE 2/E0.1 FOR MV CABLE REQUIREMENTS.REFERENCE 2/E0.1 FOR MV CABLE REQUIREMENTS.
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1. SEE 1B/E0.2 FOR TYPICAL TRENCHING DETAIL. COORDINATE TRENCHING SEE 1B/E0.2 FOR TYPICAL TRENCHING DETAIL. COORDINATE TRENCHING ACTIVITIES WITH CIVIL TO ACCOMMODATE TYPICAL TRENCH. 2. TRANSITION FROM UNDERGROUND GRSC TO ABOVE GROUND PVC AT GRADE FOR TRANSITION FROM UNDERGROUND GRSC TO ABOVE GROUND PVC AT GRADE FOR CAMERA CONDUIT. 3. PROVIDE (1) 8"x8"x4" NEMA 4 STEEL PULL BOX FOR CAMERA CONDUIT. PROVIDE (1) 8"x8"x4" NEMA 4 STEEL PULL BOX FOR CAMERA CONDUIT. PROVIDE (1) 36"x30"x10" NEMA 4 STEEL PULL BOX FOR MV POWER CONDUIT. MOUNT PULL BOXES TO UNDERSIDE OF BOARDWALK. 4. PROVIDE HEAT TRACE END CAP AT TERMINATION OF ARCTIC PIPE. PROVIDE HEAT TRACE END CAP AT TERMINATION OF ARCTIC PIPE. 5. PROVIDE (1) 8"x8"x4" NEMA 4 STEEL JUNCTION BOX FOR TERMINATING CAMERA PROVIDE (1) 8"x8"x4" NEMA 4 STEEL JUNCTION BOX FOR TERMINATING CAMERA CONDUIT. MOUNT JUNCTION BOX TO EXTERIOR OF BUILDING AT 48" AFG TO CENTER OF BOX. 6. EXISTING PANEL IS A 125A, 120/208V, 3 , 4-WIRE SQUARE D EXISTING PANEL IS A 125A, 120/208V, 3 , 4-WIRE SQUARE D#QO-430-35-MG 125 WITH A 125A MCB AND (2) SPARE 20A CIRCUIT BREAKERS. FIELD VERIFY ABOVE INFORMATION AND ADEQUATE PANEL SPACE FOR NEW CIRCUITS PRIOR TO BEGINNING WORK. REFERENCE NOTE 8 ON THIS SHEET. 7. PROVIDE HEAT TRACE WITHIN ARCTIC SEWER PIPE ON ENTIRE LENGTH OF PROVIDE HEAT TRACE WITHIN ARCTIC SEWER PIPE ON ENTIRE LENGTH OF ARCTIC PIPE SECTION ONLY. SEE 5/E0.2. PROVIDE ALL ACCESSORIES AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM COORDINATE WITH CIVIL FOR INSTALLATION. PROVIDE NEW 20A, 1-POLE, EPD RATED CIRCUIT BREAKER LISTED FOR USE WITHIN EXISTING PANEL FOR CONNECTING NEW CIRCUIT FOR HEAT TRACE. CIRCUIT BREAKER SHALL CARRY AN AIC RATING EQUAL TO OR GREATER THAN THE LOWEST RATED DEVICE WITHIN THE PANEL. 8. PROVIDE NEW 100A, 3-POLE CIRCUIT BREAKER LISTED FOR USE WITHIN PROVIDE NEW 100A, 3-POLE CIRCUIT BREAKER LISTED FOR USE WITHIN EXISTING PANEL FOR CONNECTING NEW CIRCUIT SHOWN. CIRCUIT BREAKER SHALL CARRY AND AIC RATING EQUAL TO OR GREATER THAN THE LOWEST RATED DEVICE WITHIN THE PANEL. 9. FIELD ROUTE CONDUITS BELOW ELEVATED BOARDWALK/BRIDGE AND SUPPORT FIELD ROUTE CONDUITS BELOW ELEVATED BOARDWALK/BRIDGE AND SUPPORT FROM STRUCTURE. SEE 3&4/E0.2. 10. PROVIDE (1) 36"x30"x10" NEMA 4 STEEL PULL BOX FOR MV POWER CONDUIT. PROVIDE (1) 36"x30"x10" NEMA 4 STEEL PULL BOX FOR MV POWER CONDUIT. MOUNT PULL BOX TO UNDERSIDE OF BOARDWALK. 11. UG/E FROM SP9 CONTINUING NORTH IS EXISTING TO REMAIN. UG/E FROM SP9 CONTINUING NORTH IS EXISTING TO REMAIN. 12. PROVIDE (1) 4"x6"x4" NEMA 4 STEEL PULL BOX FOR CAMERA CONDUIT. PROVIDE (1) 4"x6"x4" NEMA 4 STEEL PULL BOX FOR CAMERA CONDUIT. 13. NEW SP-1 SHALL ONLY BE OPERATED EARLY OR LATE IN THE SEASON WITH NEW SP-1 SHALL ONLY BE OPERATED EARLY OR LATE IN THE SEASON WITH MINIMAL SYSTEM LOADS ENERGIZED TO LIMIT THE STARTUP AND RUNNING LOAD ON THE DIESEL GENERATOR(S).
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EE-13893
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DAVIN K. BLUBAUGH
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2 ENLARGED SITE PLAN
1" = 10'
SHEET NOTES:
1 ENLARGED SITE PLAN
1" = 10'
GENERAL NOTES:
GENERAL NOTES:
2 UTILITY BUILDING ELECTRICAL REMODEL PLAN
1/2" = 1'-0"
1 UTILITY BUILDING ELECTRICAL DEMOLITION PLAN
1/2" = 1'-0"
GENERAL NOTES:
1 MAINTENANCE BUILDING ELECTRICAL REMODEL PLAN
1/2" = 1'-0"
MAINTENANCE BUILDING KEY PLAN
1/16" = 1'-0"
| Electrical Signed - Full Sized Revised 3-18-16.pdf |
| Sheets and Views |
| L3227-Eseries-E0.1 |
| L3227-Eseries-E0.2 |
| L3227-Eseries-E1.0 |
| L3227-Eseries-E1.1 |
| L3227-Eseries-E1.2 |
| L3227-Eseries-E2.0 |
| L3227-Eseries-E2.1 |
| Electrical Signed - Full Sized Revised 3-18-16.pdf |
| Sheets and Views |
| L3227-Eseries-E0.1 |
| L3227-Eseries-E0.2 |
| L3227-Eseries-E1.0 |
| L3227-Eseries-E1.1 |
| L3227-Eseries-E1.2 |
| L3227-Eseries-E2.0 |
| L3227-Eseries-E2.1 |
File details come from the government source that posted it. Updated .