Attachment 2 - Drawings West Apron.pdf
PDF 22 MB Posted
- Attached to
- Hill Air Force Base West & Transient Apron Paving Federal contract opportunity
- Solicitation number
- W91238-20-R-0055
About this file
This document provides details for a federal solicitation to complete construction work at Hill Air Force Base. The solicitation number is W91238-20-R-0055 and was issued by the Department of the Army Corps of Engineers Engineering District Sacramento. The project scope includes demolishing existing concrete pavement, constructing new concrete pavement with a drainage layer and asphalt overlay, protecting utilities, and installing new airfield striping, mooring points, and grounding systems. The work pertains to the base's West and Transient aircraft parking aprons.
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PREPARED UNDER THE DIRECTION OF:
USACE SACRAMENTO SIGNATURE BLOCK
Col. Corps of Engineers, Sacramento District
Chief, Engineering Division
Chief, Military Design Branch
APPROVED BY:
APPROVED FUNCTIONAL ADEQUACY:
This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152
SOUTH GATE
WEST GATE
CONTRACTING
6038 ASPEN AVE
BLDG. 1289
NE
ROY GATE
FIRE DEPARTMENT
BLDG. 9
PROJECT LOCATION
VICINITY MAP PROJECT MAP
ISSUE DATE:
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
SACRAMENTO DISTRICT
W91238-XX-X-XXXX
W91238-XX-X-XXXX
HILL AFB, UTAH
REPAIR WEST APRON B5000 PHASE B
CONSTRUCTION CP # 1031840
PROJECT # 486420
DESIGN CP # 1026531
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SHEET INDEX
SHEET NUMBER SHEET TITLE
G-001 COVER SHEET
G-002 SHEET INDEX
G-101
HAUL ROUTE, BATCH PLANT AND
STAGING AREA
G-102 GENERAL NOTES
V-100 TOPOGRAPHIC SURVEY
V-101 TOPOGRAPHIC SURVEY
V-102 TOPOGRAPHIC SURVEY
V-103 TOPOGRAPHIC SURVEY
V-104 TOPOGRAPHIC SURVEY
V-105 TOPOGRAPHIC SURVEY
V-106 TOPOGRAPHIC SURVEY
V-107 TOPOGRAPHIC SURVEY
V-108 TOPOGRAPHIC SURVEY
V-109 TOPOGRAPHIC SURVEY
V-110 TOPOGRAPHIC SURVEY
V-111 TOPOGRAPHIC SURVEY
C-001 LEGEND AND ABBREVIATION
C-120 PHASING PLAN 1
C-121 PHASING PLAN 2
C-130 DEMOLITION PLAN
C-140
SITE, PAVING & UTILITY PLAN
C-141
SITE, PAVING & UTILITY PLAN
C-142
SITE, PAVING & UTILITY PLAN
C-150 GRADING AND DRAINAGE PLAN
C-151 GRADING AND DRAINAGE PLAN
C-152 GRADING AND DRAINAGE PLAN
C-153 SECTIONS
C-400 JOINT PLAN
C-401 JOINT PLAN
C-402 JOINT PLAN
C-403 JOINT PLAN
C-404 JOINT PLAN
C-405 JOINT PLAN
C-406 JOINT PLAN
C-407 JOINT PLAN
C-501 DETAILS
C-502 DETAILS
C-503 DETAILS
C-504 DETAILS
C-505 DETAILS
C-506 DETAILS
C-507 DETAILS
C-508 DETAILS
C-509 DETAILS
C-700 PAVEMENT MARKING PLAN
C-701 PAVEMENT MARKING PLAN
C-702 PAVEMENT MARKING PLAN
C-703 PAVEMENT MARKING POINT TABLES
./C-001XXX .DWG
./C-001XXX .DWG
./C-120sXXX.DWG ./C-120sXXX.DWG ./C-120sXXX.DWG ./C-120sXXX.DWG ./C-130sXXX.DWG ./C-130sXXX.DWG ./C-140sXXX.DWG ./C-140sXXX.DWG ./C-140sXXX.DWG ./C-140sXXX.DWG ./C-140sXXX.DWG ./C-140sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-150sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-400sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-500sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG ./C-700sXXX.DWG
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NOTES:
1. CONTRACTOR ACCESS WILL BE THROUGH DESIGNATED GATE AS SHOWN
ON PLANS.
2. LOCATION OF THE CONTRACTOR STAGING AREA SHOWN IS
APPROXIMATE. THE EXACT LOCATION WILL BE DETERMINED IN THE
FIELD BY THE CONTRACTING OFFICER. STAGING WILL BE ON THE PCC
PAVED AREAS IDENTIFIED ON THE PHASING PLAN C-120.
3. THE CONTRACTOR STAGING AREA CAN BE UTILIZED FOR THE
CONTRACTOR'S FIELD OFFICE, PARKING OF COMPANY VEHICLES AND
FOR STORAGE OF MATERIALS.
4. TRACKED VEHICLES SHALL NOT BE STORED OR ALLOWED TO OPERATE
ON PCC TO REMAIN. TRACKED CONSTRUCTION EQUIPMENT MAY BE
PARKED OVERNIGHT IN THE CONSTRUCTION AREA. ALL OTHER PARKING
AND ALL EQUIPMENT STORAGE SHALL BE IN THE STAGING AREA.
5. NO BLADES OR BUCKETS SHALL BE ALLOWED TO CONTACT EXISTING
PAVEMENTS THAT ARE TO REMAIN. ONLY POWER SWEEPERS SHALL BE
ALLOWED TO REMOVE DEBRIS FORM THE SURFACE OF PAVEMENTS TO
REMAIN.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE,
GRADING, EROSION CONTROL, STABILIZATION, AND UTILITY
CONNECTIONS IN STAGING AREAS AND SHALL RESTORE SITE TO
ORIGINAL CONDITIONS UPON COMPLETION.
7. ALL CONSTRUCTION AREAS SHALL BE CONSIDERED LAND DISTURBANCE
AREAS.
8. OVERHEAD UTILITIES AND POLES BELONG TO CITY LIGHT AND POWER.
9. CONTRACTOR MUST VERIFY UTILITY CAPACITY IS ADEQUATE FOR
PROJECT NEEDS. IF CAPACITY IS INSUFFICIENT, CONTRACTOR IS
RESPONSIBLE FOR UPGRADES OR NEW LINES.
10. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTIONS,
CONNECTION REQUIREMENTS, AND COORDINATION WITH UTILITY
OWNERS.
11. ALL EQUIPMENT MUST BE FLAGGED AND LIGHTED PER SPECIFICATION
SECTION 01 35 13 SPECIAL PROCEDURES FOR AIRFIELD SAFETY.
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GENERAL NOTES:
1. ALL COST FOR OBTAINING PERMITS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED
IN THE BID PRICE.
2. THE CONTRACTOR SHALL PREPARE A COMPLETE EROSION PREVENTION AND SEDIMENT CONTROL PLAN FOR THE SITE
AND STAGING AREA, INCLUDING THE CRUSHER SITE AND THE BATCH PLANT. SITE, AS SPECIFIED. THE CONTRACTOR
SHALL IMPLEMENT AND MAINTAIN THE EROSION PREVENTION AND SEDIMENT CONTROL MEASURES INCLUDED IN THAT
PLAN.
3. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE HIS OPERATIONS WITH ANY OTHER CONTRACTORS WORKING ON
THE BASE AND WITH THE BASE TENANTS.
4. THE SITE LAYOUT IS BASED ON THE CONTROL POINTS AS INDICATED.
5. ITEMS NOT MARKED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.
6. ITEMS NOT MARKED FOR REMOVAL THAT ARE DAMAGED SHALL BE REPAIRED OR REPLACED IN KIND AT NO COST TO THE
GOVERNMENT.
7. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES CLEAN AND FREE OF MUD AND DEBRIS.
8. THE CONTRACTOR MUST KEEP TAXIWAYS AND APRONS USED AS HAUL ROUTES CLEAR OF FOREIGN OBJECT DEBRIS
(FOD) AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A VACUUM SWEEPER TRUCK FOR REMOVAL OF
FOD. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL APRONS, TAXIWAYS AND SHOULDERS USED AS HAUL ROUTE
THROUGHOUT THE CONSTRUCTION AND IMMEDIATELY BEFORE THE PAVEMENT IS OPENED TO AIRCRAFT TRAFFIC.
9. AFTER ENTERING THE AIRFIELD, HAUL ROUTES MUST BE PAVED OR ALL VEHICLES MUST PERFORM A COMPLETE FOD
CHECK AT EACH ENTRANCE TO AIRFIELD PAVEMENT.
10. THE CONTRACTOR SHALL PROVIDE PUMPS AND/OR INSTALL SUBDRAINS OR BLEEDER TRENCHES TO ENSURE NO WATER
IS ALLOWED TO STAND IN THE EXCAVATED AREAS.
11. DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE LOADED BY THE CONTRACTOR SUCH THAT NO SPILLAGE OCCUR.
12. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND, JET BLAST, PROPELLER WASH, OR WATER FROM ANY SOURCE. DAILY STOCKPILES ARE ALLOWED BUT NO OVERNIGHT
STOCKPILING. NO STOCKPILES ON AIRFIELD.
13. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED BY BARRICADES
HAVING STEADY-BURN RED LIGHTS CONFORMING TO THE BARRICADE DETAILS SHOWN IN THESE PLANS OR OTHERWISE
ACCEPTABLE TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND AIRFIELD MANAGER.
14. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE COR THE NAMES AND PHONE NUMBERS OF AT
LEAST TWO INDIVIDUALS WHO SHALL BE AVAILABLE ON A 24 HOUR CALL BASIS FOR EMERGENCY BARRICADE AND
BARRICADE LIGHTING MAINTENANCE. THE INDIVIDUALS SHALL BE CAPABLE OF MAINTAINING AND REPAIRING THE
TEMPORARY ELECTRICAL SYSTEMS AND WIRING.
15. THE CONTRACTOR SHALL CHECK ALL EXISTING AND FINISH GRADES AND DIMENSIONS IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY WORK ON THIS PROJECT. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE
CONTRACTING OFFICER IMMEDIATELY.
16. EXISTING PAVEMENT THICKNESSES SHOWN IN THESE PLANS ARE BASED ON CONSTRUCTION RECORDS; ACTUAL
THICKNESSES MAY VARY. SOME PCC SLABS ARE CONSTRUCTED WITH THICKENED EDGES.
17. ANY AND ALL DAMAGE BY THE CONTRACTOR TO EXISTING AC, OR PCC PAVEMENT, INCLUDING HAUL ROUTES OR
STRUCTURES WHICH ARE DESIGNATED TO REMAIN, SHALL BE REPLACED WITH LIKE MATERIALS AND ITEMS AT THE
CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. THE CONTRACTOR MUST
IDENTIFY AND DOCUMENT ANY PRE-EXISTING DAMAGE TO ANY PAVEMENTS TO REMAIN PRIOR TO STARTING ANY WORK.
THE PRE-EXISTING DAMAGE MUST BE REPORTED TO THE CONTRACTING OFFICER IN WRITING BEFORE ANY WORK IS
STARTED. IF NO DEFICIENCIES ARE DOCUMENTED AND REPORTED, THEN THE PAVEMENTS WILL BE CONSIDERED TO BE
IN GOOD CONDITION AND COMPLETELY UNDAMAGED.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL CODES, LAWS, AND
REGULATIONS, AND SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED FOR CONSTRUCTION, INCLUDING BUT NOT
LIMITED TO NOISE CONTROL, EROSION CONTROL, WATERSHED, EMISSIONS, AND POLLUTION CONTROL PERMITS.
19. NOTHING IN THE GENERAL NOTES OR CONSTRUCTION DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM HIS
RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE TENANTS OF THE BASE.
20. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM
DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS REQUIRED TO WORK
OVER AND AROUND THE UTILITIES, THE CONTRACTOR SHALL FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING
UTILITIES FROM DAMAGE AND FURNISHING SPECIAL EQUIPMENT SHALL BE INCLUDED IN THE CONTRACTOR'S BID.
21. BEFORE BEGINNING ANY WORK, THE CONTRACTOR SHALL VERIFY THE EXACT ROUTING AND LOCATION OF ALL EXISTING
UTILITIES TO BE DEMOLISHED AND TO REMAIN.
22. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS SHOWN ON THESE PLANS PRIOR TO BEGINNING ANY
CONSTRUCTION OR DEMOLITION.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL UTILITY CONNECTIONS REQUIRED AT NO ADDITIONAL COST
TO THE GOVERNMENT. THE CONTRACTOR'S UTILITY CONNECTIONS SHALL BE ON A SEPARATE METER(S). THE
CONTRACTOR SHALL COMPLY WITH AMERICAN WATER REQUIREMENTS. BACKFLOW PREVENTION AND CONNECTION
MUST BE INSPECTED BY CONTRACTING OFFICER AND AMERICAN WATER.
24. BACK FLOW PREVENTION DEVICES ARE REQUIRED ON ALL CONTRACTOR CONNECTIONS TO BASE WATER SUPPLIES
INCLUDING TEMPORARY AND FIRE HYDRANT CONNECTIONS.
25. THE CONTRACTOR SHALL VERIFY THE EXISTING INVERT ELEVATIONS OF STORM SEWERS PRIOR TO BEGINNING
CONSTRUCTION.
26. ALL STORM SEWER PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
WATERTIGHT.
27. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL WASTE MATERIALS OFF GOVERNMENT PROPERTY. SEE
SPECIFICATIONS FOR PCC PAVEMENT RECYCLING REQUIREMENTS.
28. IF EXISTING PCC PAVEMENT IS UNDERMINED, THE ENTIRE AFFECTED SLAB SHALL BE REMOVED AND REPLACED AT NO
ADDITIONAL COST.
29. UNDERMINING OF PCC IS DEFINED AS LOSS OF MATERIAL BENEATH THE SLAB TO ANY DEPTH FOR MORE THAN 15% OF
ANY INDIVIDUAL EXPOSED FACE OF A SLAB -OR- LOSS OF MATERIAL GREATER THAN 3" IN DEPTH AT ANY POINT ON THE
FACE OF THE SLAB.
30. IF EXISTING AC PAVEMENT IS UNDERMINED, THE FACE OF THE PAVEMENT SHALL BE SAWCUT FULL WIDTH TO REMOVE
THE UNDERMINED PAVEMENT AND REPLACED AT NO ADDITIONAL COST.
31. UNDERMINING IN AC PAVEMENT IS DEFINED AS LOSS OF MATERIAL GREATER THAN 3" IN DEPTH AT ANY POINT ALONG
THE FACE OF THE PAVEMENT.
32. INTERRUPTION TO UTILITIES BY THIS PROJECT SHALL BE COORDINATED WITH THE COR AND IAW THE SPECIFICATIONS.
33. MILITARY OPERATIONS MAY UNEXPECTEDLY REQUIRE SHUT DOWN OF CONTRACTOR OPERATIONS. GOVERNMENT WILL
PROVIDE 24 HOURS NOTICE TO SHUT DOWN IF POSSIBLE.
34. ALL COST RELATING TO THE CONTRACTOR'S ACCESS AND SECURITY SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
35. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND MATERIALS SHALL REMAIN WITHIN
THE LIMITS OF CONSTRUCTION STAGING AREA OR HAUL ROUTES.
36. TEMPORARY ELECTRICAL FACILITIES: CIRCUITS FOR AIRFIELD AREAS THAT ARE NOT UNDER CONSTRUCTION OR CLOSED
MUST REMAIN OPERATIONAL. VISUAL NAVIGATION AIDE WITHIN CONSTRUCTION AREAS SHALL BE RENDERED
INOPERABLE. MAINTAINING CIRCUIT OPERATION MAY REQUIRE JUMPER WIRES AROUND IMPACTED AREAS. JUMPER
WIRES MUST BE 5KV, #6, L-824 CABLES AND MUST BE PROTECTED FROM DAMAGE. ARRANGEMENTS FOR PROTECTING
JUMPER WIRES MUST BE APPROVED BY THE COR. AT THE MINIMUM, JUMPER WIRES INSTALLED AT OR ABOVE GRADE
MUST BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT. CONDUIT MUST BE IMMOBILIZED TO THE COR'S
SATISFACTION.
37. AIRFIELD OPERATIONS-CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND EMPLOYEES WITH THE NATURE AND
EXTENT OF AIRFIELD OPERATION THAT ARE INHERENT TO THIS ACTIVE AIR BASE. CONTRACTOR SHALL CONDUCT
CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES
ON SAFETY AND SECURITY SPECIFIED IN CONTRACT DOCUMENTS, AS SPECIFIED BY THE GOVERNMENT.
38. VEHICLE IDENTIFICATION-ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT
OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL ABOVE THE VEHICLE A 3' X 3' ORANGE AND WHITE CHECKERED FLAG
EACH CHECK BEING 1' SQUARE OR A 360° FLASHING YELLOW BEACON MOUNTED ON TOP OF THE VEHICLE. ALL
CONTRACTORS VEHICLE OPERATIONS IN THE ACTIVE AIRCRAFT OPERATION AREA DURING THE HOURS OF POOR
VISIBILITY OR HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING YELLOW BEACON MOUNTED ON TOP OF THE
VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. THE
360° FLASHING YELLOW BEACON SHALL BE A LIGHT BAR WITH A MINIMUM DIMENSION OF 16
"L X 7
" W X 2
"H
39. GROUND CONTROL-ALL CONTRACTOR'S VEHICLES THAT ARE REQUIRED TO CROSS ACTIVE RUNWAYS, TAXIWAYS, SAFETY AREAS, AND APPROACH CLEAR ZONES SHALL DO SO UNDER THE DIRECT CONTROL OF THE CONTRACTOR'S
SAFETY OFFICER AND THE BASE AIRSIDE OPERATIONS PERSONNEL IN CONTACT WITH THE AIR BASE GROUND
CONTROLLER. THE CONTRACTOR'S DESIGNATED SAFETY OFFICER SHALL BE APPROVED IN WRITING, TRAINED AND
INSTRUCTED BY THE BASE AIRSIDE OPERATIONS IN THE REGULATIONS GOVERNING OPERATIONS OF THE AIR BASE. THE
CONTRACTOR'S SAFETY OFFICER SHALL REMAIN WITH THEIR VEHICLE AND THE VHF RADIO AT ALL TIMES. THE
CONTRACTOR SHALL FURNISH THE SAFETY OFFICER WITH A HANDHELD VHF TRANSCEIVER RADIO. CONTRACTOR'S
RADIO CALL SIGNS CANNOT MATCH FLIGHT OPERATIONS CALL SIGNS. CONTRACTOR MUST COORDINATE WITH AIRFIELD
OPERATIONS FOR RADIO FREQUENCIES AND CALL SIGNS PRIOR TO ENTERING AIRFIELD AREA.
40. ALL CONSTRUCTION ACTIVITIES WITHIN THE TAXIWAY/TAXILANE SAFETY AREA (TSA) WILL REQUIRE THE
TAXIWAY/TAXILANE CLOSURE. THE CONTRACTOR SHALL REQUEST THROUGH THE CONTRACTING OFFICER THE CLOSURE
OF THE REQUIRED PORTION OF TAXIWAY/TAXILANE. THIS REQUEST SHALL INCLUDE A DETAILED MAINTENANCE OF
AIRCRAFT MOVEMENT PLAN, THE CLOSURE TIMELINE, AND A DETAILED SCHEDULE OF OPERATIONS WITHIN THE AREA.
THE CONTRACTOR IS ADVISED THAT THERE MAY BE OTHER CRITICAL ACTIVITIES THAT MAY PREVENT TO CLOSURE OF OF
SPECIFIC AREA DURING THE REQUESTED TIMELINE. THEREFORE CLOSE COORDINATION BY THE CONTRACTOR WITH THE
BASE'S AIRSIDE OPERATIONS MANAGER AND THE CONTRACTING OFFICER IS REQUIRED.
41. PAVEMENT CLOSURES-TAXIWAYS, TAXILANES, AND APRONS SHALL NOT BE CLOSED WITHOUT PRIOR WRITTEN
APPROVAL FROM THE BASE AIRSIDE OPERATIONS OR THE CONTRACTING OFFICER TO ENABLE NECESSARY NOTICES TO
AIRMEN OR ADVISORIES TO AIRPORT SERVICES AND/OR TENANTS. A MINIMUM OF 72 HOURS WRITTEN NOTICE OF A
REQUESTED CLOSING SHALL BE DIRECTED TO THE CONTRACTING OFFICER WHO WILL COORDINATE THE REQUEST WITH
AIRSIDE OPERATIONS.
42. AIRCRAFT TRAFFIC WITHIN THE AIRFIELD SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC.
43. CONTRACTOR SHALL COMPLY WITH THE BASE AOA DRIVER TRAINING AND VEHICLE REGISTRATION PROGRAM. NO
PERSONAL VEHICLES ARE ALLOWED WITHIN THE AOA.
44. CONSTRUCTION EQUIPMENT HEIGHT-THE MAXIMUM ALLOWABLE EQUIPMENT HEIGHT IS GOVERNED BY UFC 3-260-01 AND
IS TAKEN FROM THE 7 H TO 1 V TRANSITION ZONE BEYOND THE RUNWAY LATERAL CLEARANCE. DUE TO THE DISTANCE
TO THE RUNWAY THIS HEIGHT IS OVER 250'.
45. CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER.
46. ALL VEHICLES ENTERING THE AOA MUST BE MARKED WITH THE COMPANY LOGO. PERSONAL VEHICLES ARE NOT
ALLOWED IN THE AOA.
47. ALL VEHICLES ENTERING THE AOA MUST DISPLAY A FLIGHTLINE SECURITY ACCESS PASS IN THE WINDOW.
48. MAXIMUM VEHICLE SPEED WITHIN THE AOA IS 15 MPH.
49. CONTRACTOR'S DRIVERS SHALL HAVE MANDATORY FLIGHTLINE DRIVERS TRAINING PRIOR TO OPERATING ON THE AOA.
A MINIMUM OF 72 HRS NOTIFICATION TO OSS IS REQUIRED PRIOR TO SCHEDULING TRAINING.
50. NO TRACKED EQUIPMENT SHALL BE ALLOWED TO OPERATE ON EXISTING AIRFIELD PAVEMENTS THAT ARE SLATED TO
REMAIN.
51. NO BLADES OR BUCKETS SHALL BE ALLOWED TO CONTACT THE SURFACE OF EXISTING PAVEMENTS THAT ARE SLATED
TO REMAIN. ONLY POWER SWEEPERS SHALL BE ALLOWED TO REMOVE DEBRIS FROM THE SURFACE OF EXISTING
PAVEMENTS AND THIS SHALL BE KEPT TO A MINIMUM.
52. CONTRACTOR SHALL PROVIDE DEDICATED FOD CHECKPOINTS FOR CONSTRUCTION TRAFFIC CROSSING ACTIVE
TAXILANES. CONTRACTOR SHALL HAVE A MINIMUM OF ONE PERSON ON SITE DURING CONSTRUCTION ACTIVITIES TO
MONITOR AND SWEEP AREA WHERE CONSTRUCTION TRAFFIC CROSSED TAXILANE.
53. THE CONTRACTOR SHOULD RECYCLE THE REMOVED PCC ON BASE, AT BASE CONCRETE RECYCLING LOT, AND CRUSHED
TO 1" AND 6" MININIMUM IN SIZE WITH A CRUSHER AT THE CONTRACTORS EXPENSE.
1. PAVEMENT DESIGNED IN ACCORDANCE WITH AIR FORCE MEDIUM LOAD TRAFFIC PER UFC 3-260-02.
2. LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. THE GOVERNMENT DOES NOT ASSUME ANY RESPONSIBILITY WITH RESPECT TO THE ACCURACY, COMPLETENESS, OR
SUFFICIENCY OF THE INFORMATION. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE
CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO DIGGING. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR) OF HIS OPERATIONAL PLANS. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DETAILED INFORMATION AND ASSISTANCE IN LOCATING UTILITIES WITH BASE CIVIL ENGINEERING AND BASE COMMUNICATIONS. IN THE EVENT
AN UNEXPECTED UTILITY IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR. ANY UTILITIES OR SERVICES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.
4. THE CONTRACTOR SHALL COORDINATE ALL AIRFIELD CLOSURES WITH AIRFIELD MANAGEMENT THROUGH THE COR.
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I N
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P
A S
C U
A
D
M
E L L O
J
O
L I V of Engineers
U S
A
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C
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E
N G
I N
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R S
D E
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B
C
D
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G c:\pwwork\cespk\d0935516\2005_Hill_AFB_Apron_REVISED.dwg
S O
L I C
I T
A T
I O
N
N
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D E
S I G
N E
D
B
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S I Z
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B M
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D
B
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E L L O
J
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L I V of Engineers
U S
A
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C
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N G
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D A
T E
SHEET ID
B
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E
F
G c:\pwwork\cespk\d0935516\2005_Hill_AFB_Apron_REVISED.dwg
S O
L I C
I T
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I O
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N
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S I G
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D
B
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B M
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B
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B
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D R
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B
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S
T R
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S A
C R
A M
E N
T O
C
A
S A
C R
A M
E N
S
T R
I C
T
J
S
T R
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S A
C R
A M
E N
T O
C
A
A N
S I
D
V-111
T O
P O
G R
A P
H
R
V E
Y
F
R
P
L A
C E
M E
N T
J
M
A R
I N
O
G
P
A S
C U
A
D
M
E L L O
J
O
L I V
CIVIL ABBREVIATIONS
ABC -- AGGREGATE BASE COURSE
AC -- ASPHALT CONCRETE
ADJ -- ADJACENT
AFFF -- AQUEOUS FILM FORMING FOAM
AIP -- ABANDON IN PLACE
ALT -- ALTERNATE
APPROX -- APPROXIMATE
ASC -- AGGREGATE SURFACE COURSE
ASPH -- ASPHALT
ASTM -- AMERICAN SOCIETY FOR TESTING & MATERIALS
BC -- BACK OF CURB OR BEGINNING OF CURVE
BFP -- BACKFLOW PREVENTER
BITUM -- BITUMINOUS
BLDG -- BUILDING
BOR -- BUREAU OF RECLAMATION
BPRV -- BACKFLOW PREVENTER
BRG -- BEARING
BT -- BLACKTOP
BW -- BACK OF WALK
CC -- CLEAR COVER
C&G -- CURB & GUTTER
C&HW -- CHILLED & HOT WATER
CI -- CAST IRON
CJ -- CONSTRUCTION JOINT
CL -- CENTERLINE
CLR -- CLEARANCE
CMP -- CORRUGATED METAL PIPE
CMU -- CONCRETE MASONRY UNIT
CO -- CLEAN-OUT
COMM -- COMMUNICATIONS
COMP -- COMPACTION
CONC -- CONCRETE
CONST -- CONSTRUCTION
CONT -- CONTINUOUS
COORD -- COORDINATE
COR -- CONTRACTING OFFICER'S REPRESENTATIVE
CSG -- COMPACTED SUBGRADE
CTJ -- CONTRACTION JOINT
CU.FT. -- CUBIC FEET
CWB -- CAPILLARY WATER BARRIER
CWR -- CHILLED WATER RETURN
CWS -- CHILLED WATER SUPPLY
D -- DOWELED
DCV -- DOUBLE CHECK VALVE
DI -- DRAIN or DROP INLET
DIP -- DUCTILE IRON PIPE
DIA -- DIAMETER
DIM -- DIMENSION
E -- EAST or EASTING or ELECTRICAL
EJ -- EXPANSION JOINT
EOP or EP -- EDGE OF PAVEMENT
EOR -- EDGE OF ROAD
ELEC -- ELECTRICAL
ELEV or EL -- ELEVATION
EXIST or (E) -- EXISTING
EXP -- EXPANSION
FAC -- FACILITY
FD -- FLOOR DRAIN
FDC -- FIRE DEPARTMENT CONNECTION
FED -- FEDERAL
FES -- FLARED END SECTION
FF -- FINISH FLOOR
FG -- FINISH GRADE
FH -- FIRE HYDRANT
FL -- FLOW LINE
FM -- FORCE MAIN
FT -- FEET or FOOT
FW -- FIRE WATER
G -- GAS
GA -- GAGE
GALV -- GALVANIZED
GFGI -- GOVERNMENT FURNISHED & GOVERNMENT INSTALLED
GV -- GATE VALVE
H -- HORIZONTAL
HORIZ -- HORIZONTAL
HT -- HEIGHT
HWR -- HOT WATER RETURN
HWS -- HOT WATER SUPPLY
IAW -- IN ACCORDANCE WITH
ID -- INSIDE DIAMETER
IE -- INVERT ELEVATION
INDUSTRIAL WASTE
SURVEY CONTROL POINT
TREE
CHAIN LINK FENCE
SWALE OR DITCH
FINISH GRADE SPOT ELEVATION
CONTOUR LINE
DRAIN INLET or DROP INLET
COMMUNICATIONS
GAS VALVE
GAS LINE
FORCE MAIN (SEWER)
STORM DRAIN LINE
E
EE
9474-2
P
P
C
G
C
SD
FM
SD
IW
FM
C
GAS
SD
IW
FM
RAILROAD TRACK
BARBED WIRE FENCE
BENCH MARK
ELECTRICAL LINE
DIRECTION OF FLOW
POWER POLE W/GUY
POWER LINE
MANHOLE W/ SLOTTED INLET
INLET OR CATCH BASIN
PUMP STATION or LIFT STATION
PRESSURE REDUCER-BACKFLOW
SANITARY SEWER LINE
CLEANOUT
CHILLED & HOT WATER
CONCRETE CURB & GUTTER
TAPPING SLEEVE AND VALVE
GATE VALVE
GATE VALVE
FIRE WATER
WATER LINE
ASPHALT CONCRETE PVMT.
NON-AIRFIELD PCC. PVMT.
AIRFIELD PCC PAVEMENT
SIDEWALK
C&HW C&HW
SSSS SS
C&HW
F F
S
W W
F
S
FH
W
FH
TO BE REMOVED
CIVIL LEGEND
EXISTING NEW
MANHOLE
BACKFLOW PREVENTER
PREVENTER ASSEMBLY
W/ INDICATOR POST
FIRE HYDRANT
BUILDING
DETAIL NUMBER
SHEET # WHERE DETAIL IS
DRAWN
DETAIL ID
C-XXX
NOTE:
THE CIVIL LEGEND AND ABBREVIATIONS SHOWN ON THIS
SHEET ARE TYPICAL AND FOR INFORMATION ONLY. SOME ARE
NOT APPLICABLE TO THE PROJECT DRAWINGS.
FO
FO FIBER OPTICS/COMM. LINE
GAS
SEE DEMOLITION SHEET
SEE DEMOLITION SHEET
IE -- INVERT ELEVATION
IN -- INCH
INV -- INVERT ELEVATION
IW -- INDUSTRIAL WASTE
JT -- JOINT
Kg -- KILOGRAM
KJ -- KEYED JOINT
kPa -- KILOPASCAL
L -- LENGTH or LEFT
LB -- POUNDS
LG -- LIP OF GUTTER
LF -- LINEAR FEET
m -- METER
MAX -- MAXIMUM
MECH -- MECHANICAL
MFR -- MANUFACTURER
MH -- MANHOLE
MIN -- MINIMUM
mm -- MILLIMETER
N -- NEWTON or NORTH or NORTHING
NIC -- NOT IN CONTRACT
NO. -- NUMBER
NPW -- NON-POTABE WATER
NTS -- NOT TO SCALE
NTC -- NATIONAL TRAINING CENTER
OC -- ON CENTER
OCEW -- ON CENTER EACH WAY
OD -- OUTSIDE DIAMETER
OHP -- OVERHEAD POWER
OS&Y -- OUTSIDE STEM & YOKE
P -- POWER LINE
POC -- POINT OF CONNECTION
PCC -- PORTLAND CEMENT CONCRETE
PFJ -- PERFORATED FELT JOINT
PI -- POINT OF INTERSECTION
PIV -- POST INDICATOR VALVE
POV -- PRIVATELY OWNED VEHICLE
PP -- POWER POLE
PP -- PLASTIC PIPE
PPP -- PERFORATED PLASTIC PIPE
PRV -- PRESSURE REDUCING VALVE
PSI -- POUNDS PER SQ.IN.
PT -- POINT
PVC -- POLYVINYL CHLORIDE
PVMT -- PAVEMENT
R -- RADIUS or RIGHT
RD -- ROAD
REF -- REFERENCE
REINF -- REINFORCED
REQ'D -- REQUIRED
RR -- RAILROAD
RWD -- REDWOOD
S -- SLOPE or SOUTH
S&R -- SUPPLY & RETURN
SS OR S/S -- SANITARY SEWER
S4S -- SURFACE 4 SIDES
SD -- STORM DRAIN
SEC -- SECTION
SEJ -- SPECIAL EXPANSION JOINT
SHT -- SHEET
SJ -- SLIP JO INT
SL -- SLOPE
SMS -- SELECT MATERIAL SUBBASE
SPA -- SPACES
SPECS -- SPECIFICATIONS
SQ.FT. -- SQUARE FEET
SS -- SANITARY SEWER
SSMH -- SANITARY SEWER MANHOLE
ST -- STREET
STA -- STATION
STD -- STANDARD
SW -- SIDEWALK or SOUTHWEST
SYM -- SYMMETRICAL
T -- TELEPHONE
TAN -- TANGENT
TC -- TOP OF CURB
TE -- THICKENED EDGE JOINT
TEB -- THICKENED EDGE AT BLDG.
TP -- TOP OF PAVEMENT
TR -- TOP OF RETAINING WALL
TRANS -- TRANSFORMER
TS -- TOP OF SAND
TW -- TOP OF WALL
TYP -- TYPICAL
U.O.N -- UNLESS OTHERWISE NOTED
UG -- UNDERGROUND
V -- VERTICAL
VCP -- VITRIFIED CLAY PIPE
VERT -- VERTICAL
W -- WATER, WEST or WIDTH
W/ -- WITH
W/O -- WITHOUT
& -- AND
@ -- AT
Ø -- DIAMETER
# -- NUMBER
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
C-001
L E
G E
B
R E
V I A
T I O
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
S
I G
N
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
E N
S
T R
I C
T
M A
Y
W X
X X
X
X X
X
W X
X X
X
X X
X
A N
S I
D
C-001XXX.DWG
X I W
A
X
I
W
FIRE EMERGENCY
VEHICLE ROUTE
FIRE ACCESS GATE
MAINTAIN UNOBSTRUCTED
H
I
J
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
X
X X
X X
X
X X
X X
X
X X
X X
X
X
X X
X
X X
X X
X
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
F
A
STAGING AREA
PROVIDE TRAFFIC SAFETY
PERSONEL AND MAINTAIN
FOD CHECKPOINT WITHIN
AIRCRAFT PATH.
SHADE STRUCTURE
AIRFIELD INGRESS/EGRESS THROUGH E ST.
SEE SHEET G-101 FOR HAUL ROUTE
PHASE 2 CONCRETE
REPLACEMENT AREA
PHASE 1 CONCRETE
REPLACEMENT AREA
ALTERNATE FREEZONE ROUTE
FROM STAGING AREA TO PHASE 1
CONCRETE REPLACEMNT AREA
T A
X I W
A
X
I
W
SEE SHEET C-501 FOR FREEZONE
BOUNDARY AREA FENCE
SEE SHEET C-501 FOR FREEZONE
BOUNDARY AREA FENCE
INSTALL LOW PROFILE TEMPORARY BARRIER.
SEE SHEET C-501 FOR BARRIER DETAIL.
TRANSIENT APRON
FREEZONE ROUTE FROM STAGING AREA
TO PHASE 1 CONCRETE REPLACEMNT AREA
STAGING AREA
INSTALL LOW PROFILE TEMPORARY BARRIER.
SEE SHEET C-501 FOR BARRIER DETAIL.
N: 14935505.55
E: 1369745.39
N: 14936354.78
E: 1369730.00
69.00
65.00
15.00
PROVIDE TRAFFIC SAFETY
PERSONEL AND MAINTAIN
FOD CHECKPOINT WITHIN
AIRCRAFT PATH.
CONTRACTOR SHALL SWEEP AREA AND REMOVE ALL FOD
AT THE END OF EACH WORK DAY AND REMOVE CONE
FENCING TO ALLOW FOR TAXIING AIRCRAFT ACCESS TO
TAXIWAY DELTA DURING NON-WORKING HOURS.
EXISTING
FIRE
STATION
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
C-120
P H
A S
I N
G
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
S
I G
N
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
E N
S
T R
I C
T
M A
Y
W X
X X
X
X X
X
W X
X X
X
X X
X
A N
S I
D
C-120sXXX.DWG
PHASING NOTES:
1. DURING PHASE 1, SHADE STRUCTURE G WILL BE EVACUATED AND ACCESS TO
TAXIWAY C WILL BE BLOCKED.
2. THE CONTRACTOR WILL MAINTAIN ACCESS TO AND FROM TAXIWAY D DURING
PHASE 1 FREE OF FOD THAT MAY DAMAGE AIRCRAFT.
3. THE PROJECT IS LOCATED WITHIN A RESTRICTED/CONTROLLED AREA AND
THEREFORE CONSTRUCTION ACTIVITIES (INCLUDING DEMOLITION) CANNOT
START UNTIL A FREE ZONE (FZ) APPLICATION IS APPROVED BY THE 388TH
FIGHTER WING AND THE 75TH OSS/RESTRICTED AREA. PLEASE SEE AIRFIELD
SAFETY SPEC SECTION FOR THIS SUBMITTAL REQUIREMENT.
4. ALL WORK SHALL BE PHASED TO MINIMIZE IMPACT TO THE TAXIWAY. WORK
SHALL BE SCHEDULED AND COORDINATED WITH THE CONTRACTING
OFFICER/AIRFIELD MANAGER PRIOR TO APPROVAL OF CONTRACTOR'S
SCHEDULE. WORK TO BE DONE IN THIS AREA SHALL BE CLEARLY IDENTIFIED IN
THE CONTRACTOR'S SCHEDULE.
5. CLEARANCE LINE TO FIXED OR MOBILE OBJECTS IS BASED ON AN A-10 DESIGN
AIRCRAFT. LOW PROFILE BARRIERS SHALL BE PLACED 69' FROM PHASING LINE.
CONTRACTOR SHALL PLACE FOD FENCING AROUND THE EXISTING APRON AS
INDICATED. THE FOD FENCING WILL ALSO IDENTIFY THE CLEARANCE LINE TO
FIXED OR MOBILE OBJECTS.
6. LOCATIONS OF TEMPORARY TAXIWAY AND TAXILANE CLOSURE MARKING SHALL
BE APPROVED BY AIRFIELD MANAGER THROUGH COR.
7. COORDINATE AND MAINTAIN FIRE DEPARTMENT VEHICLE ACCESS ROUTE
DURING THE PROJECT.
LEGEND:
CONCRETE REPLACEMENT AREA
CONTRACTOR STAGING AREA
RESTRICTED ACCESS AND HAUL ROUTE
LOW PROFILE BARRIER
CONE FENCING
STAGING AREA FENCING
TRAFFIC CLOSURE MARKING LOCATION MAP
X
J
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
F A
F
A
F
A
F
A
F
A
F
A
F
A
F A
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
STAGING AREA
SHADE STRUCTURE
AIRFIELD INGRESS/EGRESS THROUGH E ST.
SEE SHEET G-101 FOR HAUL ROUTE
PHASE 2 CONCRETE
REPLACEMENT AREA
PHASE 1 CONCRETE
REPLACEMENT AREA
T A
X I W
A
X
I
W
SEE SHEET C-501 FOR FREEZONE
BOUNDARY AREA FENCE
TRANSIENT APRON
STAGING AREA
INSTALL LOW PROFILE TEMPORARY BARRIER.
SEE SHEET C-501 FOR BARRIER DETAIL.
INSTALL LOW PROFILE TEMPORARY BARRIER.
SEE SHEET C-501 FOR BARRIER DETAIL.
INSTALL LOW PROFILE TEMPORARY BARRIER.
SEE SHEET C-501 FOR BARRIER DETAIL.
INSTALL LOW PROFILE TEMPORARY BARRIER.
SEE SHEET C-501 FOR BARRIER DETAIL.
N: 14935505.55
E: 1369745.39
N: 14936354.78
E: 1369730.00
69.00
69.00
69.00
65.00
15.00
EXISTING
FIRE
STATION
F x
T A
X I W
A
X
I
W
FIRE EMERGENCY
VEHICLE ROUTE
FIRE ACCESS GATE
MAINTAIN UNOBSTRUCTED
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
C-121
P H
A S
I N
G
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
S
I G
N
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
E N
S
T R
I C
T
M A
Y
W X
X X
X
X X
X
W X
X X
X
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X
A N
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C-120sXXX.DWG
PHASING NOTES:
1. DURING PHASE 2, AIRCRAFT PARKING ROWS G AND H SHALL BE ACCESSIBLE
AND TAXIWAY C WILL BE OPEN TO AIRCRAFT TRAFFIC.
2. NOSEWHEEL STRIPING IN TAXILANE AISLE BETWEEN PARKING ROWS G AND
H MUST BE PAINTED PRIOR TO PHASE 2 WORK AND AFTER PHASE 1
CONCRETE HAS BEEN PLACED.
3. THE PROJECT IS LOCATED WITHIN A RESTRICTED/CONTROLLED AREA AND
THEREFORE CONSTRUCTION ACTIVITIES (INCLUDING DEMOLITION) CANNOT
START UNTIL A FREE ZONE (FZ) APPLICATION IS APPROVED BY THE 388TH
FIGHTER WING AND THE 75TH OSS/RESTRICTED AREA. PLEASE SEE
AIRFIELD SAFETY SPEC SECTION FOR THIS SUBMITTAL REQUIREMENT.
4. ALL WORK SHALL BE PHASED TO MINIMIZE IMPACT TO THE TAXIWAY. WORK
SHALL BE SCHEDULED AND COORDINATED WITH THE CONTRACTING
OFFICER/AIRFIELD MANAGER PRIOR TO APPROVAL OF CONTRACTOR'S
SCHEDULE. WORK TO BE DONE IN THIS AREA SHALL BE CLEARLY IDENTIFIED
IN THE CONTRACTOR'S SCHEDULE.
5. CLEARANCE LINE TO FIXED OR MOBILE OBJECTS IS BASED ON AN A-10
DESIGN AIRCRAFT. LOW PROFILE BARRIERS SHALL BE PLACED 69' FROM
PHASING LINE. CONTRACTOR SHALL PLACE FOD FENCING AROUND THE
EXISTING APRON AS INDICATED. THE FOD FENCING WILL ALSO IDENTIFY
THE CLEARANCE LINE TO FIXED OR MOBILE OBJECTS.
6. LOCATIONS OF TEMPORARY TAXIWAY AND TAXILANE CLOSURE MARKINGS
SHALL BE APPROVED BY AIRFIELD MANAGER THROUGH COR.
7. COORDINATE AND MAINTAIN FIRE DEPARTMENT VEHICLE ACCESS ROUTE
DURING THE PROJECT.
TRAFFIC CLOSURE MARKING LOCATION MAP
LEGEND:
CONCRETE REPLACEMENT AREA
CONTRACTOR STAGING AREA
RESTRICTED ACCESS AND HAUL ROUTE
LOW PROFILE BARRIER
CONE FENCING
STAGING AREA FENCING
x
S
D x
S
D x
S
D x
S
D x
S
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S D x
S D x
S D x
F x
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C x
C x
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W x
W x
W x
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W x
W x
W x
C x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C x
C x
C x
C x
C x
C x
C x
SD
x
SD
x
SD
x
F
F
CO
CO
CO
CO
CO
CO
CO
CO
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W x
W x
W x
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W x
F x
F x
F x
F x
F x
F x
F x
F x
CO
CO
CO
CO
CO
CO
CO
CO
TRANSIENT APRON
T
A
X
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A
X I W
S O
L I C
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I O
N
N
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S I G
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R I P
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N
A
M A
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S I Z
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B M
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T E
D
B
Y
D A
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C O
N T
R A
C H
E C
K E
D
B
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N
B
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I S
S U
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D
A T
E
SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
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C
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F
I
C-130
D E
M O
L I T
I O
N
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
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S M
P
B
I N
H
O U
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I G
N
J
S
T R
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T
S A
C R
A M
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T O
C
A
S A
C R
A M
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T R
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M A
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W X
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X
X X
X
W X
X X
X
X X
X
A N
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C-130sXXX.DWG
REMOVE PCC PAVING 11.5" THICK
REMOVE AC SHOULDER
DEMOLITION LEGEND
N
REMOVE EXISTING GROUNDING POINT
OBLITERATE EXISTING PAVEMENT MARKINGS
DEMOLITION NOTES
1. EXISTING FEATURES ARE BASED ON FIELD SURVEY AND BASE MAPPING INFORMATION.
CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES PRIOR TO ANY DEMOLITION.
2. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES IN THE FIELD
WHICH VARY FROM WHAT IS INDICATED.
3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING PCC PAVEMENT TO
REMAIN. CONTRACTOR SHALL CAREFULLY DOCUMENT ANY EXISTING DAMAGE AND
REPORT IT TO THE CONTRACTING OFFICER PRIOR TO ANY DEMOLITION. ANY SLABS
DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED FROM JOINT LINE
TO JOINT LINE.
4. JOINT LINES SHOW EXISTING CONCRETE PAVEMENT.
5. NO DEMOLITION WILL BE PERMITTED PRIOR TO PAVEMENT MIX DESIGN APPROVAL.
6. SEE SHEETS C-141 AND C-142 FOR COORDINATES OF DEMOLITION BOUNDARIES.
7. ODD SHAPED PANELS AND PANELS WITH PENETRATIONS SHOULD BE ASSSUMED TO
HAVE REINFORCEMENT.
8. REMOVE AND RECYCLE CONCRETE ON BASE, AT BASE CONCRETE RECYCLING LOT,
AND CRUSHED TO 1" AND 6" MINUS IN SIZE AT THE CONTRACTOR'S EXPENSE. SEE
SHEET G-101 FOR CONCRETE RECYCLING LOT LOCATION AND HAUL ROUTE.
9. EXISTING BASE/SUBGRADE MATERIALS MAY BE USED AS SATISFACTORY MATERIAL
PROVIDED THEY MEET SPECIFIED REQUIREMENTS IN SECTION 31 00 00. EXISTING
BASE/SUBGRADE MATERIALS SHALL NOT BE USED AS AGGREGATE BASE, SEPARATION
LAYER, AND STABILIZED DRAINAGE LAYER MATERIAL.
10. THE ESTIMATED PAVEMENT THICKNESS OF 11.5 INCHES IS BASED ON RECORD
DOCUMENTS. ACTUAL THICKNESS MAY VARY AT SOME LOCATIONS. CONTRACTOR
SHOULD ANTICIPATE THAT ODD SHAPED SLABS, SLABS WITH SURFACE PENETRATIONS,
AND LOCATIONS WHERE PAVEMENT REPAIRS HAVE BEEN CONSTRUCTED HAVE
REINFORCING STEEL. REINFORCING STEEL MAY BE PRESENT AT MULTIPLE LOCATIONS.
KEY NOTES
1. DOUBLE SAWCUT EXISTING PCC PAVING PER DETAIL 5, C-504.
2. REMOVE EXISTING STORM DRAIN CATCH BASINS AND REPLACE RCP STORMDRAIN
TO NEAREST JOINT. SEE C-151 AND C-152.
3. REMOVE EXISTING GROUNDING POINTS IN ALL PCC TO BE REMOVED. 881 TOTAL.
4. FULL DEPTH SAWCUT FOR AC PAVEMENT REMOVAL.
5. PROTECT EXISTING STORM DRAIN PIPE.
6. REMOVE EXISTING 14" TRANSITE FIRE PROTECTION MAIN TO EXISTING VALVE
SOUTH OF APRON REPAIR BOUNDARY AND PROVIDE ABATEMENT ACCORDING TO
SPECIFICATIONS FOR ALL TRANSITE PIPE REMOVED.
7. OBLITERATE EXISTING PAVEMENT MARKINGS OUTSIDE OF PAVEMENT REPAIR
BOUNDARY.
8. EXISTING MANHOLES. PROTECT IN PLACE.
9. EXISTING AIRFIELD PAVEMENT EDGE LIGHTING. PROTECT IN PLACE.
10. EXISTING WATER MAIN. LINE OWNED BY BASE AND OPERATED BY AMERICAN
WATER. REMOVAL TO BE COORDINATED BY BASE WITH AMERICAN WATER DURING
CONSTRUCTION.
11. EXISTING COMMUNICATION LINE. PROTECT IN PLACE.
UD
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
U
D
U
D
S D x
S D x
S D x
F x
C x
C x
C x
W x
W x
W x
W x
W x
W x
W x
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W x
W x
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W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C x
C x
C x
C x
C x
C x
C x
SD
x
SD
x
UD
SD
x
UD
UD
CO
CO
CO
CO
CO
CO
CO
CO
W x
W x
W x
W x
W x
W x
F x
F x
F x
F x
F x
F x
F x
F x
CO
CO
CO
CO
CO
CO
UD
CO
CO
F
PROJECT BOUNDARY
T
A
X
I
W
A
X I W
EXISTING F 35
SHADE STRUCTURE
E. EDGE LIGHTS
E. EDGE LIGHTS
MILL & OVERLAY 1-1/2" OF
ASPHALT PAVEMENT
TRANSIENT APRON
DESIGNED BY OTHER
E. EDGE LIGHTS
PROTECTED IN PLACE
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5,C-502
94'
775'
333'
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
E. MANHOLE
FIRE WATER LINE POC
FIRE WATER
LINE POC
PROVIDE TEE VALVE
(2-14"Ø, & 1-6"Ø)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
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C
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F
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C-140
S I T
E
P
A V
I N
G
I L
I T
Y
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
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N
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
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M A
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X
X X
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X
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A N
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C-140sXXX.DWG
PCC PAVING SEE SHEET C-502. SEE JOINT
PLANS, C-400 SHEETS FOR REINFORCED
SLAB LOCATIONS.
AC PAVING (SHOULDER) SEE C-502
NOTES
1. EXISTING FEATURES ARE BASED ON FIELD SURVEY AND BASE MAPPING
INFORMATION AND MUST BE PROTECTED IN PLACE UNLESS OTHERWISE
SPECIFIED. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING FIRE WATER LINE FOR POINT
OF CONNECTION.
3. MILL AND OVERLAY ASPHALT BETWEEN TAXIWAY C AND TAXIWAY D AFTER
PCC PLACEMENT. THERE IS PCC UNDER ASPHALT AT THIS LOCATION.
4. SEE C-400 FOR JOINT PLAN.
5. SEE C-141 AND C-142 FOR PAVEMENT HORIZONTAL CONTROL.
6. SEE C-150s FOR GRADING AND DRAINAGE PLAN.
N
C-141
C-142
MATCH
LINE
F F
UD
W x
F x
C x
LEGEND
E. STORM DRAIN PIPE
E. COMMUNICATION LINE
E. WATER PRESSURE LINE
E. FIRE WATER LINE
NEW UNDER DRAIN PIPE
NEW FIRE WATER LINE
SD
x
KEY NOTES
1. REPLACE EXISTING CATCH BASIN
2. REPLACE EXISTING 14" TRANSITE FIRE PROTECTION MAIN WITH C900 PVC.
PROVIDE TEE CONNECTION FOR 14"X14"X10" WITH A CONNECTION INTO
EXISTING FIRE SERVICE LINE.
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D
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UD
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CO
CO
N: 14936379.77
E: 1369532.80
N: 14936198.92
E: 1370312.13
N: 14936183.64
E: 1370542.53
N: 14936204.84
E: 1370525.36
N: 14936204.12
E: 1370524.49
N: 14936406.59
E: 1370632.06
N: 14936259.76
E: 1370635.57
N: 14936288.45
E: 1370635.24
N: 14936288.62
E: 1370645.20
N: 14936409.24
E: 1370642.60
T
A
X
I
W
TRANSIENT APRON
T A
X I W
N: 14936431.58
E: 1370631.45
N: 14936417.76
E: 1370065.02
N: 14936394.25
E: 1369716.27
N: 14936393.25
E: 1370078.32
MATCH LINE
C-142
N: 14936399.09
E: 1369913.85
S O
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N
O
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D
B
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K E
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D
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SHEET ID
B
C
D
E
F
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US Army Corps of Engineers
U S
A
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C
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C-141
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P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
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S M
P
B
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A
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C-140sXXX.DWG
GENERAL NOTES:
1. SEE C-140 FOR KEY NOTES
2. SEE C-400 SHEETS FOR PAVEMENT JOINT ELEVATIONS AND JOINT DIMENSIONS
N
198'
567'
E. EDGE LIGHT PROTECTED IN PLACE
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x
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W x
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W x
W x
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SD
x
SD
x
SD
x
SD
x
UD
UD
UD
UD
UD
UD
CO
CO
CO
W x
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CO
CO
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F
F
F
N: 14935531.06
E: 1369553.77
N: 14935540.36
E: 1369928.30
N: 14935294.31
E: 1369934.86
N: 14935295.73
E: 1370028.77
N: 14935432.00
E: 1370025.01
N: 14935432.81
E: 1370055.47
N: 14935517.85
E: 1370054.01
N: 14935520.19
E: 1370152.80
N: 14935560.63
E: 1370152.05
N: 14935563.10
E: 1370251.85
N: 14935597.49
E: 1370251.48
N: 14935599.35
E: 1370326.57
C-141
MATCH LINE
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
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E
N G
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E E
R S
S P
D E
S I G
N
F
I
C-142
S I T
E
P
A V
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I T
Y
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
S
I G
N
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S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
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S
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M A
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W X
X X
X
X X
X
W X
X X
X
X X
X
A N
S I
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C-140sXXX.DWG
GENERAL NOTES:
1. SEE C-140 FOR KEY NOTES
2. SEE C-400 SHEETS FOR PAVEMENT JOINT ELEVATIONS AND JOINT DIMENSIONS
N
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UD
UD
S
D x
U
D
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
U
D
U
D
U
D
S D x
S D x
S D x
S D x x
F x
F x
F x
C x
C x
C x
C x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C x
C x
C x x
SD
x
SD
x
SD
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UD
UD
UD
F
F
F
CO
CO
CO
CO
CO
CO
CO
CO
W x
F x
F x
F x
F x
F x
CO
CO
CO
CO
CO
CO
UD
UD
CO
CO
F
F
UNDERDRAIN PIPE
UNDERDRAIN PIPE
UNDERDRAIN PIPE
TRANSIENT APRON
DESIGNED BY OTHERE. F 35
SHADE STRUCTURE
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
SD4 PER
DETAIL 1,C-509
SD3 PER
DETAIL 1,C-509
SD2 PER
DETAIL 1,C-509
SD1 PER
DETAIL 1,C-509
CLEANOUT PER
DETAIL 5,C-502
T
A
X
I
W
A
X I W
G R
A D
E
B
R E
A K
GRADE BREAK
G
R
A
E
A
K
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
B
C
A
C-153
G
R
A
E
A
K
GRADE
BREAK
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
C-150
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
S
I G
N
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
E N
S
T R
I C
T
M A
Y
W X
X X
X
X X
X
W X
X X
X
X X
X
A N
S I
D
C-150sXXX.DWG
NOTES:
1. SLOPE ARROWS ARE SHOWN FOR INFORMATION ONLY. PCC PAVEMENT
JOINT ELEVATIONS SHALL BE AS INDICATED ON C-400s.
2. WHEN PLACING NEW CATCH BASIN, REMOVE EXISTING STORM DRAIN
REINFORCED CONCRETE PIPE (RCP) TO NEAREST JOINT AND REPLACE WITH
NEW RCP SEGMENT. NEW RCP SHALL BE CL IV RCP.
3. UNDERDRAIN PIPE TO BE A MINIMUM OF 5 FEET FROM NEW/EXISTING PCC
JOINTS.
4. SEE C-400s FOR STORMDRAIN CATCH BASIN LOCATIO.N
C-151
C-152
N
UD
LEGEND
E. STORM DRAIN PIPE
NEW UNDER DRAIN PIPE
SD
x
AutoCAD SHX Text
( IN FEET )
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GRAPHIC SCALE
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( IN FEET )
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AutoCAD SHX Text
1 inch = 60 ft.
U D
UD
UD
UD
S
D x
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D x
U
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D x
S
D x
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D x
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D
S
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D x
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D x
U
D
U
D
U
D
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C x
C x
C x
C x
C x
C x
C x
CO
CO
CO
CO
CO
CO
CO
CO
UD
UD
UD
CO
CO
SD #1,3'X5' CATCH BASIN
TOP OF GRATE ELEV = 4782.83
1-30" RCP INV IN = 4777.45
1-42" RCP INV OUT = 4776.95
1-6" PVC INV IN = 4780.18
SD #2, 4'X6' CATCH BASIN
TOP OF GRATE ELEV = 4782.08
1-42" RCP INV IN = 4775.63
1-42" RCP INV OUT = 4774.94
1-6" PVC INV IN= 4778.74
S=0.001
S
T
A
X
I
W
A
X I W
G
R
A
E
A
K
CLEANOUT
INVERT EL: 4778.86
N: 14936019.47, E: 1370309.22
CLEANOUT
INVERT EL: 4779.05
N: 14936206.25; E: 1370304.62
CLEANOUT
INVERT EL: 4780.22
N:14936249.73
E: 1370590.56
CLEANOUT
INVERT EL: 4778.77
N:14935959.04, E: 1370235.53
CLEANOUT
INVERT EL: 4778.76
N:14935952.59, E: 1370229.05
B
C
A
C-153
CLEANOUT
INVERT EL: 4779.34
N: 14936244.61
E: 1370583.744
FG EL: 4782.96
FG EL: 4782.95
CLEANOUT
INVERT EL: 4779.29
N:14936211.75
E: 1370543.68
FG EL: 4782.97
FG EL: 4783.45
FG EL: 4782.38
FG EL: 4782.20
FG EL: 4782.16
CLEANOUT
INVERT EL: 4780.62
N:14936403.98
E: 1370402.01
CLEANOUT
INVERT EL: 4780.40
N:14936409.47
E: 1370626.92
FG EL: 4784.23
FG EL: 4783.53
CLEANOUT
FG EL : UNKNOWN
INVERT EL: 4780.34
N: 14936357.698
E: 1370637.959
S=0.001
S
G
R
A
E
A
K
G R
A D
E
B
R E
A K
GRADE BREAK
G R
A D
E
B
R E
A K
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
D E
S I G
N
F
I
C-151
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
P
C H
A N
G
P
C H
A N
G K
F
I S
C H
E R
E
G A
B E
L E
T
G O
E B
E L
FOR SOLICITATION
H I L L
A
F B
U
T A
H
R E
P A
S
T
A
P R
P
H A
R
S M
P
B
I N
H
O U
S
I G
N
J
S
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
C R
A M
E N
S
T R
I C
T
M A
Y
W X
X X
X
X X
X
W X
X X
X
X X
X
A N
S I
D
C-150sXXX.DWG
N
NOTES:
1. SLOPE ARROWS ARE SHOWN FOR INFORMATION ONLY. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-400s.
2. WHEN PLACING NEW CATCH BASIN, REMOVE EXISTING STORM DRAIN REINFORCED CONCRETE PIPE (RCP) TO NEAREST JOINT AND REPLACE WITH NEW RCP SEGMENT. NEW RCP SHALL BE CL IV RCP.
3. UNDERDRAIN PIPE TO BE A MINIMUM OF 5 FEET FROM NEW/EXISTING PCC JOINTS.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
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( IN FEET )
AutoCAD SHX Text
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AutoCAD SHX Text x
S
D x
U
D
U
D
S D x
S D x
S D x
S D x
S D x
S D x
S D x
F x
F x
F x
F x
F x
F x
C x
C x
C x
C x
C x
C x
C x
W x
W x
W x
W x
W x
W x
W x
W x
W x
SD
x
SD
x
SD
x
SD
x
UD
UD
UD
UD
UD
UD
F
F
F
F
CO
CO
CO
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
F x
F x
F x
F x
F x
F x
F x
F x
F x
F x
F x
F x
F x
CO
CO
CO
F
F
F
SD #4, 3'X4' CATCH BASIN
TOP OF GRATE ELEV = 4780.68
1-30" RCP INV OUT = 4776.02
1-6" PVC INV IN (N) = 4776.96
1-6" PVC INV IN (S) = 4776.96
1-6" PVC INV IN (E) = 4777.32
S=0.002
EL: 4784.64
N: 14935735.16
E: 1369751.24
G
R
A
E
A
K
SD #3, 3'X6' CATCH BASIN
TOP OF GRATE ELEV = 4781.16
1-42" RCP INV IN = 4774.26
1-42" RCP INV…
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