Attachment 2 DrawingS 24 January 2020.pdf
PDF 24 MB Posted
- Attached to
- Renovate Building T-715 Federal contract opportunity
- Solicitation number
- FA448620R0014
About this file
This solicitation is for the renovation of Building T-715 at a cost between $1,000,000 and $5,000,000. The work will be awarded as a firm fixed price contract under NAICS code 236220 to the responsible offeror who conforms to all requirements specified in Sections L and M of the solicitation. Offerors must consider the specifications, project drawings, and submittal requirements documents dated 24 January 2020, which will become part of any awarded contract. The Department of the Air Force United States Air Forces in Europe - Air Forces Africa is the contracting agency. Offerors are advised to carefully review the proposal instructions. The evaluation will consider all factors defined in Section M.
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Text version
U.S. AIR FORCES IN EUROPE
65th AIR BASE GROUP
LAJES FIELD, AZORES
PORTUGUESE AIR BASE NO. 4 (AB4)
TERCEIRA, AZORES
REPAIR / MODERNIZATION
LAJES FIELD LOCATION MAPAZORES VICINITY MAP
DRAWING LIST
N
BASE MAP
N
N
N
TERCEIRA ISLAND VICINITY MAP
SITE LOCATION
AZORES
SITE LOCATION
TERCEIRA ISLAND
PROJECT LOCATION
LAJES FIELD
BASE MAIN
ENTRANCE
MARK DATE DESCRIPTION BY Project No.:
Checked By:
Drawn By:
Designed By:
A
2 3 4 5 6 7 8
B
C
D
E
F
G
Bar Measures 1 inch
U.S. Air Forces in Europe Lajes Field - Azores, PT
REPAIR / MODERNIZATION
MQNA 13-1017
FINAL - FOR CONSTRUCTION24 JAN 2020
BASE MAIN
ENTRANCE
BUILDING T-715
HAUL ROUTE
NTS
NTS
BUILDING T-715
COVER SHEET COVER
65 CENP
65 CENP
65 CESBUILDING T-715
1 CENP
COVER PROJECT COVER SHEET
C-001 LEGEND AND NOTES
C-101 EXISTING SITE PLAN
C-102 EXISTING DEMOLITION PLAN
C-103 UTILITY SITE PLAN
C-501 STANDARD DETAILS
A-001 ARCHITECTURAL GENERAL NOTES & LEGENDS
A-002 ARCHITECTURAL STANDARDS
AD101 LEVEL 0 DEMOLITION PLAN
AD102 LEVEL 1 DEMOLITION PLAN
AD201 EXTERIOR E & W ELEVATIONS DEMOLITION
AD202 EXTERIOR N & S ELEVATIONS DEMOLITION
A-101 LEVEL 0 FLOOR PLAN
A-102 LEVEL 1 FLOOR PLAN
A-111 LEVEL 0 REFLECTED CEILING PLAN
A-112 LEVEL 1 REFLECTED CEILING PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-401 ENLARGED INTERIOR PLANS
A-501 DETAILS
A-521 PARTITION TYPES
A-601 ARCHITECTURAL SCHEDULES
A-602 ARCHITECTURAL SCHEDULES
A-701 LEVEL 0 FINISH PLAN
A-702 LEVEL 1 FINISH PLAN
A-801 ROOM SIGNAGE
S-001 STRUCTURAL GENERAL NOTES
S-101 STRUCTURAL FOUNDATION PLAN
S-102 GROUND FLOOR PLAN
S-103 LEVEL 1 FRAMING PLAN
S-301 STRUCTURAL WALL SECTIONS
S-302 STRUCTURAL FOUNDATION SECTIONS
S-303 STRUCTURAL FRAMING SECTIONS
S-304 STRUCTURAL DIAPHRAGM FRAMING SECTIONS
S-402 ENLARGED SHEAR WALL ELEV.
S-501 STANDARD DETAILS
S-502 STANDARD DETAILS
M-001 MECHANICAL NOTES AND LEGEND
M-101 MECHANICAL DEMOLITION PLAN
M-102 MECHANICAL DEMOLITION PLAN
M-103 MECHANICAL FLOOR PLAN
M-104 MECHANICAL FLOOR PLAN
M-105 MECHANICAL FLOOR PIPING PLAN
M-106 MECHANICAL FLOOR PIPING PLAN
M-201 MECHANICAL ENLARGED PLAN
M-202 MECHANICAL ENLARGED PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL TEMPERATURE CONTROLS
M-602 MECHANICAL TEMPERATURE CONTROLS
M-603 MECHANICAL SCHEDULES
M-604 MECHANICAL RISER DIAGRAMS
M-605 MECHANICAL RISER DIAGRAMS
M-606 MECHANICAL RISER DIAGRAMS
P-001 PLUMBING NOTES AND LEGEND
P-101 PLUMBING DEMOLITION PLAN - LEVELS 0
P-102 PLUMBING DEMOLITION PLAN LEVEL 1
P-103 PLUMBING FLOOR PLAN - LEVEL 0
P-104 PLUMBING FLOOR PLAN - LEVEL 1
P-105 SANITARY SEWER PLAN - LEVEL 0
P-106 SANITARY SEWER PLAN - LEVEL 1
p-401 ENLARGED PLUMBING PLANS
P-501 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 POTABLE WATER RISER DIAGRAM
F-001 FIRE PROTECTION NOTES AND LEGEND
F-101 FIRE PROTECTION FLOOR PLAN LEVEL 0
F-102 FIRE PROTECTION FLOOR PLAN LEVEL 1
E-100 ELECTRICAL LEGEND
ED-101 LEVEL 0 POWER DEMOLITION PLAN
ED-102 LEVEL 1 POWER DEMOLITION PLAN
ED-201 LEVEL 0 LIGHTING DEMOLITION PLAN
ED-202 LEVEL 1 LIGHTING DEMOLITION PLAN
ED-301 LEVEL 0 FIRE PROTECTION DEMOLITION PLAN
ED-302 LEVEL 1 FIRE PROTECTION DEMOLITION PLAN
E-101 LEVEL 0 POWER PLAN
E-102 LEVEL 1 POWER PLAN
E-103 LEVEL 1 POWER HVAC PLAN
E-104 LEVEL 1 POWER PLAN
E-105 LEVEL 0 COMM PLAN
E-106 LEVEL 0 COMM PLAN
E-201 LEVEL 0 LIGHTING PLAN
E-202 LEVEL 1 LIGHTING PLAN
E-203 LIGHTING CONTROL DETAILS
E-301 LEVEL 0 FIRE PROTECTION PLAN
E-302 LEVEL 1 FIRE PROTECTION PLAN
E-303 FIRE PROTECTION RISER DIAGRAM
E-304 LIGHTING PROTECTION PLAN
E-305 LIGHTING PROTECTION DETAILS
E-401 SINGLE LINE DIAGRAM
E-501 PANEL BOARD SCHEDULE
FINAL - FOR CONSTRUCTION - REV 131 JAN 20202 CENP
LEGEND AND NOTES C001
GENERAL NOTES
1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA AND GENERAL
EXTENT OF THE WORK INDICATED, DESCRIBED OR REQUIRED.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE
CONDITION.
3. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCE LISTED ABOVE SHALL BE BROUGHT TO THE
CONTRACTING OFFICERS ATTENTION PRIOR TO PROCEEDING WITH THE WORK.
4. THE CONTRACTOR SHALL PAY AND COORDINATE THE COLLECTION, SEPARATION, RECYCLE, REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE. THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BEFORE COMMENCEMENT OF WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.
6. DO NOT SCALE DRAWINGS; DIMENSIONS COVER, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE GENERAL CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BEFORE COMMENCEMENT OF WORK.
7. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.
8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION.
NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE
PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN
VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.
9. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXISTING SOIL CONDITIONS PRIOR TO CONSTRUCTION. IF CONTRACTOR'S INVESTIGATION RESULTS IN FINDINGS WHERE
SOIL CONDITIONS ARE NOT CONSISTENT WITH SOIL EXPLORATIONS AS DESCRIBED IN THE GEOTECHNICAL ENGINEERING STUDY, THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER IMMEDIATELY.
10. PRIOR TO CONSTRUCTION, NOTIFY THE LOCAL UTILITIES, TWO (2) FULL WORKING DAYS (NOT INCLUDING WEEKENDS OR HOLIDAYS) PRIOR TO DIGGING. CONTRACTOR
SHALL CONTACT THE CONTRACTING OFFICER A MINIMUM OF 14 DAYS PRIOR TO DIGGING. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR ANY BASE
REQUIRED DIG PERMITS.
11. CONTRACTOR STAGING AREAS SHALL BE LIMITED TO LIMITS OF CONSTRUCTION AS SHOWN, UNLESS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. NO
EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL RESTORE STAGING AREA TO A CONDITION EQUAL TO OR
BETTER THAN THE EXISTING CONDITIONS.
SITE UTILITY NOTES
1. UNDERGROUND UTILITIES HAVE BEEN SHOWN BASED ON RECORD MAPPING AND VISIBLE EVIDENCE FOUND. NO WARRANTY IS MADE REGARDING THE COMPLETENESS OR
ACCURACY OF SUCH INFORMATION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES AND PRESERVE
FROM DAMAGE. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES AT THE CROSSING POINTS
WITH THE PROPOSED UTILITIES. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE DRAWINGS, AND
SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITION HAS BEEN EVALUATED.
2. CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH UTILITY COMPANIES AND THE CONTRACTING OFFICER FOR SERVICE CONNECTIONS. PERFORM
NECESSARY PREPARATORY WORK AND EXCAVATION REQUIRED TO ALLOW SERVICE CONNECTIONS TO BE CONSTRUCTED. RESTORE DISTURBED SURFACES TO MEET OR
EXCEED EXISTING CONDITIONS IMMEDIATELY FOLLOWING CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRED
INSPECTION OR SCHEDULED TESTING ON EACH AND EVERY PHASE OF THE WORK.
4. CONTRACTOR SHALL IMMEDIATELY REPAIR ANY UNDERGROUND UTILITIES DAMAGED BY CONSTRUCTION OPERATIONS. PAY ANY AND ALL DAMAGES ASSOCIATED WITH
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND FACILITIES AND UTILITIES.
5. CONTRACTOR SHALL PROVIDE A CONCRETE CRADLE BETWEEN ALL UTILITY CROSSINGS THAT HAVE LESS THAN 18-INCHES IN SEPARATION.
6. CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF EXCESS SOIL MATERIAL AT NO ADDITIONAL COST TO THE GOVERNMENT.
SOIL EROSION AND SEDIMENTATION CONTROL (SESC)
1. SOIL EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN
WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.
2. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING INSPECTIONS AND MAINTENANCE OF ALL INSTALLED TEMPORARY EROSION CONTROL MEASURES EVERY 7 CALENDAR
DAYS AND WITHIN 24 HOURS OF ANY STORM EVENT IN WHICH ONE HALF INCH OF RAIN FALLS WITHIN A 24 HOUR PERIOD.
3. ALL AREAS OF DISTURBANCE ON THE SITE MUST BE SEEDED WITHIN SEVEN DAYS OF REACHING FINAL GRADE IN THAT AREA. ANY EXCESS SOIL AREAS (SOIL PILES) MUST
ALSO BE STABILIZED WITHIN SEVEN DAYS OF THE LAST CONSTRUCTION ACTIVITIES WITHIN THE AREA. THESE SOILS SHOULD BE SEEDED WITH TEMPORARY SEEDING.
4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE STORMWATER PERMITS DURING THE ENTIRE CONSTRUCTION PERIOD. A COPY OF ALL
APPLICABLE PERMITS SHALL BE MAINTAINED ON SITE AT ALL TIMES.
5. BEST MANAGEMENT PRACTICES AND SEDIMENT AND EROSION CONTROL METHODS SHALL BE MAINTAINED THROUGHOUT THE PROJECT. THE SEDIMENT AND EROSION
CONTROL METHODS SHOWN ON THESE PLANS ARE MEANT TO BE A GUIDE AND ARE ONLY MINIMUM REQUIREMENTS. THE OWNER MAY REQUIRE ADDITIONAL SEDIMENT
AND EROSION CONTROL DURING THE CONSTRUCTION PERIOD IF NECESSARY.
6. THE FOLLOWING SEQUENCE OF CONSTRUCTION SHALL BE FOLLOWED:
· INSTALL SILT FENCE AS SHOWN ON THE PLANS.
· CONTRACTOR AND OWNER SHALL AGREE ON TREE PROTECTION MEASURES PRIOR TO BEGINNING GRADING.
· NO TREES SHALL BE REMOVED OUTSIDE OF GRADING LIMITS.
· INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS WORK PROGRESSES.
· PROVIDE EROSION CONTROL MEASURES AT CATCH BASINS.
· CLEAN PAVEMENT, WALKS, CULVERTS, WATERCOURSES, AND STORM SEWER SYSTEMS OF ALL ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES WHEN GROUND COVER HAS BEEN ESTABLISHED.
7. THE CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE.
8. ENGINEERED FILL SHALL BE PLACED IN AREAS OF VEHICULAR OR PEDESTRIAN TRAFFIC AREAS.
9. UNSUITABLE SOILS SUCH AS MUCK, PEAT, TOPSOIL, MARL, SILT OR OTHER UNSTABLE MATERIALS SHALL BE UNDERCUT AND REPLACED WITH SATISFACTORY SOIL
MATERIALS.
10. DAILY INSPECTIONS SHALL BE MADE BY CONTRACTOR TO DETERMINE EFFECTIVENESS OF EROSION AND SEDIMENTATION CONTROL MEASURES AND ANY NECESSARY
REPAIRS SHALL BE PERFORMED WITHOUT DELAY.
FO
FO
TEL
T
TEL
TB
WATER
DRINKING FOUNTAIN
EXISTING VALVE IN BOX
PROPOSED VALVE MANHOLE
EXISTING WELL
EXISTING FIRE HYDRANT
EXISTING CURB STOP
METER
SPRINKLER HEAD
SPIGOT
EXISTING VALVE MANHOLE
PROPOSED FIRE HYDRANT
UTILITY SYMBOLS
SANITARY SEWER
EXISTING MANHOLE
EXISTING CLEAN OUT
PUMP STATION (SIMPLEX)
PUMP STATION (DUPLEX)
EXISTING CURB STOP
PROPOSED MANHOLE
PROPOSED CLEAN OUT
EXISTING SEWER VALVE
SEWER LATERAL
ELECTRICAL
TELEPHONE
BOX OR RISER
FIBER OPTIC BOX
LOCATION FLAG
FIBER OPTIC FLAG
METER
LOCATION FLAG
TRANSFORMER
LIGHT POLE
EXTERIOR BUILDING LIGHT
TRAFFIC SIGNAL POLE
MANHOLE
COMMUNICATIONS
FEATURES
SITE SYMBOLS
EVERGREEN TREE
BUSH
UTILITY POLE
DECIDUOUS TREE
STUMP
EXISTING SIGN
TRASH RECEPTACLE
PICNIC TABLE
PROPOSED SIGN
POST
MAIL BOX
POWER METER
FLAG POLE
ROCK
GUY WIRE
PALM TREE
STORM / DRAINAGE
EXISTING MANHOLE
EXISTING CULVERT
EXISTING INLET BASIN
PROPOSED INLET BASIN
PROPOSED MANHOLE
MISCELLANEOUS
MONITORING WELL
SOIL BORING
MANHOLE W/ ID
SPOT ELEVATION
SLOPE ARROW
SLOPE ARROW
HANDICAP MARKING
SURVEY
SET PROPERTY CORNER
SET MONUMENT
FOUND PROPERTY CORNER
FOUND MONUMENT
OWNERSHIP TIE
SF EROSION SILT FENCE
EROSION SUPER SILT FENCE
FENCE (WOOD)
FENCE (STEEL)
FLOOD HAZARD AREA
GRAVEL ROAD OR DRIVE
GUARD RAILING
NATURAL GAS
RAIL ROAD TRACKS
SANITARY FORCEMAIN
ROCK RETAINING WALL
STEAM
TREE / BRUSH LINES
WATER EDGES
WATER MAIN
WETLAND BOUNDARY
SSF
x x x x x x xx xx xx xx xx
G o o o o o o o o o o o o o o o o o o o o o o o o
SANITARY SEWER LINE
SM
EXISTING CONTOUR - MAJOR
FLOW ARROW
STORM DRAIN
SECTION LINE
UTILITY EASEMENTS
RIGHT OF WAY LINE
EXISTING CONTOUR - MINOR
FEATURES & FEATURE LINES
OE
UE
ELECTRIC OVERHEAD
ELECTRIC UNDERGROUND
EXISTING AIR
RELEASE STRUCTURE
PROPOSED AIR
RELEASE STRUCTURE
EXISTING IN-LINE
FLUSH CONNECTION
PROPOSED IN-LINE
FLUSH CONNECTION
SITE LEGEND
SECTION CORNER
WCS
DF
WM
SPIG
SH
WV
WELL
WCS
W
WV
FH
FH
SD
SD
SD
SD
ARS
CO
SCS
TFC
ILFC
SS
SV
ARS
CO
SCS
TFC
ILFC
SS
SV
FI
SI
FM
SM
E
EB
RR
FLAG
M B
PM
P
R
TR
MW-
B-
MH-??
1%
1%
PROPOSED CULVERT
PROPOSED CURB STOP
PROPOSED VALVE IN BOX
PROPOSED SEWER VALVE
EXISTING IN-LINE
FLUSH CONNECTION
PROPOSED IN-LINE
FLUSH CONNECTION
PROPOSED CURB STOP
SATELLITE DISH
TV
TV
G
G
RISER
LOCATION FLAG
LOCATION FLAG
MARKER
VALVE
NATURAL GAS
CABLE TV
GV
UTILITY SYMBOLS (CONT'D.)
BOX OR RISER
RAIL ROAD SIGNAL
MANHOLE
TSP
TRAFFIC SIGNAL CONTROL (BOX)
W LOCATION FLAG
UTILITY LINES
FUTURE STRUCTURE
EXISTING SUPERSTRUCTURE
STRUCTURE (TANKS, ETC.)
PROPOSED SUPERSTRUCTURE
36"SS
OTV CABLE TV OVERHEAD
UTV CABLE TV UNDERGROUND
OT COMMUNICATION OVERHEAD
COMMUNICATION UNDERGROUND
F FIRE PROTECTION
DITCH CENTER LINE
PROPOSED CONTOUR - MAJOR
PROPOSED CONTOUR - MINOR
JET FUELJT
NATURAL GAS HIGH PRESSUREHPG
STORM ROOF DRAIN
RD
EXISTING UNDERGROUND
STRUCTURE
UTILITY LINE 36" AND LARGER
NOTE: HEAVIER LINE WEIGHTS INDICATE PROPOSED WORK.
EXISTING ASPHALT TO BE
DEMOLISHED
EXISTING CONCRETE TO BE
DEMOLISHED
PROPOSED PAVEMENT
PROPOSED CONCRETE
PAVEMENT
PROPOSED LIGHT DUTY
ASHPALT PAVEMENT
PROPOSED HEAVY DUTY
ASHPALT PAVEMENT
PROPOSED SOD
PROPOSED GRAVEL
FEATURE HATCHING
WETLAND AREA
SS
FM
SD
W
ELEC
JUNCTION BOX
VAULTTEL
CJ
JUNCTION BOX
JUNCTION BOX
PROPOSED WELL
WELL
TJ
TS
EJ
W
EM
ET
LOCATION FLAGSS
PROPOSED INLET BASINSD
IRRIGATION BOXIJ
GRADING LIMITS
FUTURE IMPROVEMENTS(F)
COMMUNICATION FIBER OPTIC
CLEARING & GRUBBING LIMITS
BENCHMARKBM#
UTILITY STRUCTURE
FO
UT
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8
Bar Measures 1 inch
BUILDING T-715
U.S. Air Forces in Europe Lajes Field, Azores, PT
REPAIR/MODERNIZATION
Project No.: MQNA 13-1017 Designed By: 65 CENP
Drawn By: 65 CENP
Checked By: 65 CES
MARK DATE DESCRIPTION BY
1 24 JAN 20 FINAL - FOR CONSTRUCTION CENP
T-715
T-714
EXISTING SITE PLAN C101
BUILDING T-715
SITE PLAN
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8
Bar Measures 1 inch
BUILDING T-715
U.S. Air Forces in Europe Lajes Field, Azores, PT
REPAIR/MODERNIZATION
Project No.: MQNA 13-1017 Designed By: 65 CENP
Drawn By: 65 CENP
Checked By: 65 CES
MARK DATE DESCRIPTION BY
1 24 JAN 20 FINAL - FOR CONSTRUCTION CENP
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AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.30
AutoCAD SHX Text 53.19
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.78
AutoCAD SHX Text 52.78
AutoCAD SHX Text 52.77
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.71
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.97
AutoCAD SHX Text 52.95
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.58
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.92
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.05
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.93
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.95
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.20
AutoCAD SHX Text 53.15
AutoCAD SHX Text 53.06
AutoCAD SHX Text 52.84
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.07
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.09
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.03
AutoCAD SHX Text 52.00
AutoCAD SHX Text 51.98
AutoCAD SHX Text 51.97
AutoCAD SHX Text 51.99
AutoCAD SHX Text 51.96
AutoCAD SHX Text 52.01
AutoCAD SHX Text 52.02
AutoCAD SHX Text 51.96
AutoCAD SHX Text 51.98
AutoCAD SHX Text 51.88
AutoCAD SHX Text 52.04
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.17
AutoCAD SHX Text 51.90
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.20
AutoCAD SHX Text 52.11
AutoCAD SHX Text 51.96
AutoCAD SHX Text 51.98
AutoCAD SHX Text 52.13
AutoCAD SHX Text 52.23
AutoCAD SHX Text 51.91
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.15
AutoCAD SHX Text 52.26
AutoCAD SHX Text 52.28
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.08
AutoCAD SHX Text 52.21
AutoCAD SHX Text 52.30
AutoCAD SHX Text 52.31
AutoCAD SHX Text 52.24
AutoCAD SHX Text 52.15
AutoCAD SHX Text 52.17
AutoCAD SHX Text 52.27
AutoCAD SHX Text 52.34
AutoCAD SHX Text 52.27
AutoCAD SHX Text 52.37
AutoCAD SHX Text 52.32
AutoCAD SHX Text 52.24
AutoCAD SHX Text 52.16
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.07
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.60
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.14
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.21
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.93
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.04
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.05
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.11
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.20
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.14
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.14
AutoCAD SHX Text 52.52
AutoCAD SHX Text 52.53
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.69
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text
NORTING= 4.288.072,580
AutoCAD SHX Text
COORDENADAS UTM - FUSO 26 - DATUM WGS 84
AutoCAD SHX Text
COTAS ALTIMETRICAS - DATUM NIVEL MEDIO DAS AGUAS DO MAR
AutoCAD SHX Text
APOIO UTILIZADO :
AutoCAD SHX Text
PORTELA
AutoCAD SHX Text
ELEVATION= 125,575
AutoCAD SHX Text
EASTING= 494.572,589
AutoCAD SHX Text
DATE JUN 2012
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1m
AutoCAD SHX Text
AutoCAD SHX Text 5m
AutoCAD SHX Text 10m
AutoCAD SHX Text 20m
AutoCAD SHX Text 1ft
AutoCAD SHX Text 5ft
AutoCAD SHX Text 10ft
AutoCAD SHX Text 20ft
AutoCAD SHX Text 40ft
AutoCAD SHX Text 30ft
AutoCAD SHX Text 50ft
AutoCAD SHX Text 60ft
AutoCAD SHX Text Electric
AutoCAD SHX Text
TRANSF.
AutoCAD SHX Text
TRANSF.
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
TRANSF.
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
COOL
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
BACKFLOW
AutoCAD SHX Text Electric
AutoCAD SHX Text Electric
AutoCAD SHX Text Water 6"
AutoCAD SHX Text
FIRE HIDRANT
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text
WASTE
AutoCAD SHX Text
COM.
AutoCAD SHX Text
ANTENA
AutoCAD SHX Text 493.125,00
AutoCAD SHX Text 4.289.750,00
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.01
AutoCAD SHX Text S=53.20
AutoCAD SHX Text S=53.20
AutoCAD SHX Text S=53.20
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
SB01
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
SB02-A
AutoCAD SHX Text Water 8"
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Water 8"
AutoCAD SHX Text Sewer 4"
AutoCAD SHX Text Sewer 10"
AutoCAD SHX Text Sewer 10"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text #151
AutoCAD SHX Text
FIRE HIDRANT
AutoCAD SHX Text #150
AutoCAD SHX Text Electric
AutoCAD SHX Text Uknown utility
AutoCAD SHX Text Uknown utility
AutoCAD SHX Text Sewer 8"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING DEMOLITION PLAN C102
BUILDING T-715
DEMOLITION PLAN
CONTRACTOR
STAGING AREA
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
BACKFLOW
PREVENTOR TO
REMAIN
EXISTING RECORD DRAWINGS DO NOT ADEQUATELY
SHOW LOCATION OF EXISTING WATER MAIN.
CONTRACTOR IS TO FIELD LOCATE EXISTING WATER
LINES AND REPLACE ALL GALVANIZED WATER LINES
FROM EXISTING CURB STOPS. RECORD DRAWINGS
INDICATE VALVES WERE INSTALLED WITH WATER
IMPROVEMENTS COMPLETED IN 2000 / 2001.
FIELD LOCATE
CURB STOP
AND REMOVE
CLOSE GATE
VALVE AND
REMOVE BOX
ABANDON WATER SERVICE UP
TO EXISTING CURB STOP.
CONTRACTOR TO FIELD LOCATE
A
V
E
N
I
D
A
O
I
M
P
E
R
I
O
R
U
E
B
R
I
L
PAVEMENT
REMOVAL
CONCRETE
REMOVAL
CURB AND
GUTTER
REMOVAL
CURB AND
GUTTER
REMOVAL
CUT AND CAP
EXISTING 152 MM (6")
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8
Bar Measures 1 inch
BUILDING T-715
U.S. Air Forces in Europe Lajes Field, Azores, PT
REPAIR/MODERNIZATION
Project No.: MQNA 13-1017 Designed By: 65 CENP
Drawn By: 65 CENP
Checked By: 65 CES
MARK DATE DESCRIPTION BY
1 24 JAN 20 FINAL - FOR CONSTRUCTION CENP
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.33
AutoCAD SHX Text 52.54
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.12
AutoCAD SHX Text 52.14
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.17
AutoCAD SHX Text 52.35
AutoCAD SHX Text 52.57
AutoCAD SHX Text 52.71
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.69
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.22
AutoCAD SHX Text 52.50
AutoCAD SHX Text 52.23
AutoCAD SHX Text 52.41
AutoCAD SHX Text 52.50
AutoCAD SHX Text 52.59
AutoCAD SHX Text 52.67
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.61
AutoCAD SHX Text 52.48
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.25
AutoCAD SHX Text 52.21
AutoCAD SHX Text 52.35
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.50
AutoCAD SHX Text 52.36
AutoCAD SHX Text 52.21
AutoCAD SHX Text 52.34
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.39
AutoCAD SHX Text 52.46
AutoCAD SHX Text 52.54
AutoCAD SHX Text 52.51
AutoCAD SHX Text 52.46
AutoCAD SHX Text 52.82
AutoCAD SHX Text 52.44
AutoCAD SHX Text 52.48
AutoCAD SHX Text 52.45
AutoCAD SHX Text 52.20
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.05
AutoCAD SHX Text 51.97
AutoCAD SHX Text 51.94
AutoCAD SHX Text 51.94
AutoCAD SHX Text 52.03
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.30
AutoCAD SHX Text 52.06
AutoCAD SHX Text 52.09
AutoCAD SHX Text 52.07
AutoCAD SHX Text 51.95
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.36
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.88
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.11
AutoCAD SHX Text 52.96
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.65
AutoCAD SHX Text 52.65
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.82
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.92
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.04
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.95
AutoCAD SHX Text 52.65
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.42
AutoCAD SHX Text 52.35
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.23
AutoCAD SHX Text 52.41
AutoCAD SHX Text 52.93
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.93
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.98
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.06
AutoCAD SHX Text 52.97
AutoCAD SHX Text 52.93
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.92
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.96
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.58
AutoCAD SHX Text 52.60
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.71
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.32
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.96
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.30
AutoCAD SHX Text 53.19
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.78
AutoCAD SHX Text 52.78
AutoCAD SHX Text 52.77
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.71
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.97
AutoCAD SHX Text 52.95
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.58
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.92
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.05
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.93
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.95
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.20
AutoCAD SHX Text 53.15
AutoCAD SHX Text 53.06
AutoCAD SHX Text 52.84
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.07
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.09
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.03
AutoCAD SHX Text 52.00
AutoCAD SHX Text 51.98
AutoCAD SHX Text 51.97
AutoCAD SHX Text 51.99
AutoCAD SHX Text 51.96
AutoCAD SHX Text 52.01
AutoCAD SHX Text 52.02
AutoCAD SHX Text 51.96
AutoCAD SHX Text 51.98
AutoCAD SHX Text 51.88
AutoCAD SHX Text 52.04
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.17
AutoCAD SHX Text 51.90
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.20
AutoCAD SHX Text 52.11
AutoCAD SHX Text 51.96
AutoCAD SHX Text 51.98
AutoCAD SHX Text 52.13
AutoCAD SHX Text 52.23
AutoCAD SHX Text 51.91
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.15
AutoCAD SHX Text 52.26
AutoCAD SHX Text 52.28
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.08
AutoCAD SHX Text 52.21
AutoCAD SHX Text 52.30
AutoCAD SHX Text 52.31
AutoCAD SHX Text 52.24
AutoCAD SHX Text 52.15
AutoCAD SHX Text 52.17
AutoCAD SHX Text 52.27
AutoCAD SHX Text 52.34
AutoCAD SHX Text 52.27
AutoCAD SHX Text 52.37
AutoCAD SHX Text 52.32
AutoCAD SHX Text 52.24
AutoCAD SHX Text 52.16
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.07
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.60
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.14
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.21
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.93
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.04
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.05
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.11
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.20
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.14
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.14
AutoCAD SHX Text 52.52
AutoCAD SHX Text 52.53
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.69
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text
NORTING= 4.288.072,580
AutoCAD SHX Text
COORDENADAS UTM - FUSO 26 - DATUM WGS 84
AutoCAD SHX Text
COTAS ALTIMETRICAS - DATUM NIVEL MEDIO DAS AGUAS DO MAR
AutoCAD SHX Text
APOIO UTILIZADO :
AutoCAD SHX Text
PORTELA
AutoCAD SHX Text
ELEVATION= 125,575
AutoCAD SHX Text
EASTING= 494.572,589
AutoCAD SHX Text
DATE JUN 2012
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1m
AutoCAD SHX Text
AutoCAD SHX Text 5m
AutoCAD SHX Text 10m
AutoCAD SHX Text 20m
AutoCAD SHX Text 1ft
AutoCAD SHX Text 5ft
AutoCAD SHX Text 10ft
AutoCAD SHX Text 20ft
AutoCAD SHX Text 40ft
AutoCAD SHX Text 30ft
AutoCAD SHX Text 50ft
AutoCAD SHX Text 60ft
AutoCAD SHX Text Electric
AutoCAD SHX Text
TRANSF.
AutoCAD SHX Text
TRANSF.
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
TRANSF.
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
COOL
AutoCAD SHX Text
DIESEL
AutoCAD SHX Text
TANK
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
BACKFLOW
AutoCAD SHX Text Electric
AutoCAD SHX Text Electric
AutoCAD SHX Text Water 6"
AutoCAD SHX Text
FIRE HIDRANT
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text
WASTE
AutoCAD SHX Text
COM.
AutoCAD SHX Text
ANTENA
AutoCAD SHX Text 493.125,00
AutoCAD SHX Text 4.289.750,00
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.01
AutoCAD SHX Text S=53.20
AutoCAD SHX Text S=53.20
AutoCAD SHX Text S=53.20
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
SB01
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
SB02-A
AutoCAD SHX Text Water 8"
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Water 8"
AutoCAD SHX Text Sewer 4"
AutoCAD SHX Text Sewer 10"
AutoCAD SHX Text Sewer 10"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text #151
AutoCAD SHX Text
FIRE HIDRANT
AutoCAD SHX Text #150
AutoCAD SHX Text Electric
AutoCAD SHX Text Uknown utility
AutoCAD SHX Text Uknown utility
UTILITY SITE PLAN C103
BUILDING T-715
SITE PLAN
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
REMOVE AND REPLACE
SIDEWALK, 203 MM (8") THICK
(MATCH EXISTING GRADES)
CONNECT NEW
WATER SERVICE TO
EXISTING BACKFLOW
PREVENTOR
MAINTAIN 0.457 M
(1.5') SEPARATION
BETWEEN WATER
AND UTILITIES
OPEN CUT PAVEMENT FOR WATER INSTALLATION
1. REMOVE AND REPLACE CONCRETE CURB AND
GUTTER - 4 M . MATCH EXISTING
2. REMOVE AND REPLACE PAVEMENT, SAWCUT
TRENCH - 4 M . MATCH EXISTING PAVEMENT SECTION.
3. CONTRACTOR IS TO KEEP 1 LANE OPEN FOR
TRAFFIC AT ALL TIMES.
INSTALL INLET
SEDIMENT TRAP FOR
SESC CONTROL
76 MM
(3") W
152 MM
(6") W
203 MM x 152 MM (8"x6")
TAPPING SLEEVE
(2) 45°
BENDS (TYP)
152 MM x 76 MM
(6"x3") TEE
0.610 M (2')
SEPARATION
A
V
E
N
I
P
E
R
I
O
R
E
R
I
L
152 MM (6")
GATE VALVE
SEE NOTE 1
76 MM (3")
CURB STOP
AND BOX
152 MM (6")
P.I.V.
CONTRACTOR
STAGING AREA
NOTES:
1. SEE FIRE PROTECTION PLANS FOR CONNECTION TO THE BUILDINGS FIRE PROTECTION AND DOMESTIC WATER SYSTEMS.
2. PEDESTRIANS MUST HAVE ACCESS TO BUILDINGS AT ALL TIMES.
3. SITE CONDITIONS SHALL BE RESTORED TO CONDITIONS PREVIOUS TO CONSTRUCTION.
4. CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES/DRUMS TO PARTIAL CLOSE ROADS AND DETOUR TRAFFIC.
5. WATER MAIN SHALL HAVE A MINIMUM OF 3-FEET COVER.
6. LOCATION OF ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO
EXCAVATION.
7. LOCATION OF EXISTING CURB STOPS ARE TO BE VERIFIED PRIOR TO INTERRUPTION OF SERVICES TO THE FACILITY THAT WILL BE AFFECTED BY THE
CONSTRUCTION OF THE NEW WATER MAIN.
8. THE CONTRACTOR IS TO PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, TESTING, AND MISCELLANEOUS RELATED ITEMS TO PROVIDE SERVICE LINES TO THE
BUILDING IDENTIFIED.
· PIPING MATERIALS LESS THAN 80 MM (3 IN.) SHALL BE POLYPROPYLENE (PPR).
· PIPING MATERIALS GREATER THAN 80 MM (3 IN.) SHALL BE POLYVINYL CHLORIDE (PVC). SERVICE MAINS 203 MM (8 IN.) SHALL BE DUCTILE IRON PIPING (DIP).
· 152 MM (6 IN) FIRE LINES FROM THE FIRE RISERS WITHIN THE BUILDINGS TO THE POST INDICATOR VALVE (PIV) AND FROM THE PIV TO THE NEW MAINS ARE
TO BE DUCTILE IRON PIPING (DIP).
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8
Bar Measures 1 inch
BUILDING T-715
U.S. Air Forces in Europe Lajes Field, Azores, PT
REPAIR/MODERNIZATION
Project No.: MQNA 13-1017 Designed By: 65 CENP
Drawn By: 65 CENP
Checked By: 65 CES
MARK DATE DESCRIPTION BY
1 24 JAN 20 FINAL - FOR CONSTRUCTION CENP
AutoCAD SHX Text 52.80
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AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.12
AutoCAD SHX Text 52.14
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.17
AutoCAD SHX Text 52.35
AutoCAD SHX Text 52.57
AutoCAD SHX Text 52.71
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.69
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.22
AutoCAD SHX Text 52.50
AutoCAD SHX Text 52.23
AutoCAD SHX Text 52.41
AutoCAD SHX Text 52.50
AutoCAD SHX Text 52.59
AutoCAD SHX Text 52.67
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.61
AutoCAD SHX Text 52.48
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.25
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AutoCAD SHX Text 52.35
AutoCAD SHX Text 52.49
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.50
AutoCAD SHX Text 52.36
AutoCAD SHX Text 52.21
AutoCAD SHX Text 52.34
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.39
AutoCAD SHX Text 52.46
AutoCAD SHX Text 52.54
AutoCAD SHX Text 52.51
AutoCAD SHX Text 52.46
AutoCAD SHX Text 52.82
AutoCAD SHX Text 52.44
AutoCAD SHX Text 52.48
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AutoCAD SHX Text 52.20
AutoCAD SHX Text 51.99
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AutoCAD SHX Text 51.97
AutoCAD SHX Text 51.94
AutoCAD SHX Text 51.94
AutoCAD SHX Text 52.03
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.30
AutoCAD SHX Text 52.06
AutoCAD SHX Text 52.09
AutoCAD SHX Text 52.07
AutoCAD SHX Text 51.95
AutoCAD SHX Text 51.99
AutoCAD SHX Text 52.36
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.88
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.11
AutoCAD SHX Text 52.96
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.65
AutoCAD SHX Text 52.65
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.70
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AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.88
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AutoCAD SHX Text 52.83
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AutoCAD SHX Text 52.88
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AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.81
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AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.92
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.04
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.02
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AutoCAD SHX Text 52.65
AutoCAD SHX Text 52.49
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AutoCAD SHX Text 52.35
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.23
AutoCAD SHX Text 52.41
AutoCAD SHX Text 52.93
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.93
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.98
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.06
AutoCAD SHX Text 52.97
AutoCAD SHX Text 52.93
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.00
AutoCAD SHX Text 52.92
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.96
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.98
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.58
AutoCAD SHX Text 52.60
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.71
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.81
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.32
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.96
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.16
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AutoCAD SHX Text 52.84
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AutoCAD SHX Text 52.78
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AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.76
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.72
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.71
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AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.97
AutoCAD SHX Text 52.95
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.73
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.80
AutoCAD SHX Text 52.79
AutoCAD SHX Text 52.75
AutoCAD SHX Text 52.66
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.74
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.58
AutoCAD SHX Text 53.01
AutoCAD SHX Text 52.63
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.38
AutoCAD SHX Text 52.49
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AutoCAD SHX Text 52.70
AutoCAD SHX Text 52.92
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.05
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AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.20
AutoCAD SHX Text 53.15
AutoCAD SHX Text 53.06
AutoCAD SHX Text 52.84
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.02
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AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.09
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.03
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AutoCAD SHX Text 51.98
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AutoCAD SHX Text 51.96
AutoCAD SHX Text 52.01
AutoCAD SHX Text 52.02
AutoCAD SHX Text 51.96
AutoCAD SHX Text 51.98
AutoCAD SHX Text 51.88
AutoCAD SHX Text 52.04
AutoCAD SHX Text 52.11
AutoCAD SHX Text 52.17
AutoCAD SHX Text 51.90
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.16
AutoCAD SHX Text 52.20
AutoCAD SHX Text 52.11
AutoCAD SHX Text 51.96
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AutoCAD SHX Text 52.15
AutoCAD SHX Text 52.26
AutoCAD SHX Text 52.28
AutoCAD SHX Text 52.18
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.07
AutoCAD SHX Text 52.08
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AutoCAD SHX Text 52.31
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AutoCAD SHX Text 52.32
AutoCAD SHX Text 52.24
AutoCAD SHX Text 52.16
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.07
AutoCAD SHX Text 52.99
AutoCAD SHX Text 52.91
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.86
AutoCAD SHX Text 52.89
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.84
AutoCAD SHX Text 52.83
AutoCAD SHX Text 52.60
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.85
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.88
AutoCAD SHX Text 52.90
AutoCAD SHX Text 52.87
AutoCAD SHX Text 52.94
AutoCAD SHX Text 52.97
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.14
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.16
AutoCAD SHX Text 53.21
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.02
AutoCAD SHX Text 52.93
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.04
AutoCAD SHX Text 53.03
AutoCAD SHX Text 53.05
AutoCAD SHX Text 53.02
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.12
AutoCAD SHX Text 53.06
AutoCAD SHX Text 53.01
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.11
AutoCAD SHX Text 53.10
AutoCAD SHX Text 53.08
AutoCAD SHX Text 53.09
AutoCAD SHX Text 53.20
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.14
AutoCAD SHX Text 53.17
AutoCAD SHX Text 53.14
AutoCAD SHX Text 52.52
AutoCAD SHX Text 52.53
AutoCAD SHX Text 52.62
AutoCAD SHX Text 52.69
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.00
AutoCAD SHX Text 52.50
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
AutoCAD SHX Text 53.00
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AutoCAD SHX Text
NORTING= 4.288.072,580
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COORDENADAS UTM - FUSO 26 - DATUM WGS 84
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COTAS ALTIMETRICAS - DATUM NIVEL MEDIO DAS AGUAS DO MAR
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APOIO UTILIZADO :
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PORTELA
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ELEVATION= 125,575
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EASTING= 494.572,589
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DATE JUN 2012
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GRAPHIC SCALE
AutoCAD SHX Text 1m
AutoCAD SHX Text
AutoCAD SHX Text 5m
AutoCAD SHX Text 10m
AutoCAD SHX Text 20m
AutoCAD SHX Text 1ft
AutoCAD SHX Text 5ft
AutoCAD SHX Text 10ft
AutoCAD SHX Text 20ft
AutoCAD SHX Text 40ft
AutoCAD SHX Text 30ft
AutoCAD SHX Text 50ft
AutoCAD SHX Text 60ft
AutoCAD SHX Text Electric
AutoCAD SHX Text
TRANSF.
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TRANSF.
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DIESEL
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TANK
AutoCAD SHX Text
HVAC
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TRANSF.
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HVAC
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COOL
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DIESEL
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TANK
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HVAC
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HVAC
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HVAC
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BACKFLOW
AutoCAD SHX Text Electric
AutoCAD SHX Text Electric
AutoCAD SHX Text Water 6"
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FIRE HIDRANT
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text Com
AutoCAD SHX Text
WASTE
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COM.
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ANTENA
AutoCAD SHX Text 493.125,00
AutoCAD SHX Text 4.289.750,00
AutoCAD SHX Text 52.99
AutoCAD SHX Text 53.01
AutoCAD SHX Text S=53.20
AutoCAD SHX Text S=53.20
AutoCAD SHX Text S=53.20
AutoCAD SHX Text
SOIL BORING
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SB01
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SOIL BORING
AutoCAD SHX Text
SB02-A
AutoCAD SHX Text Water 8"
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Water 6"
AutoCAD SHX Text Water 8"
AutoCAD SHX Text Sewer 4"
AutoCAD SHX Text Sewer 10"
AutoCAD SHX Text Sewer 10"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text Sewer 8"
AutoCAD SHX Text #151
AutoCAD SHX Text
FIRE HIDRANT
AutoCAD SHX Text #150
AutoCAD SHX Text Electric
AutoCAD SHX Text Uknown utility
AutoCAD SHX Text Uknown utility
STANDARD DETAILS C501
EXISTINGPROPOSED
12"
2% MAX
NOTES:
1. PROVIDE CONTRACTION JOINTS AS DESCRIBED IN SPECIFICATIONS.
2. PROVIDE 0.5" PREFORMED EXPANSION JOINT WHERE NEW CONCRETE
ABUTS EXISTING STRUCTURE OR PAVEMENT. WHERE SIDEWALK / RAMP
CHANGES SLOPE AND AT LEAST EVERY 50'.
AGGREGATE BASE
HMA SURFACE
HMA, SURFACE COURSE
AGGREGATE BASE
COMPACTED BASE
HMA, BASE COURSE
FULL DEPTH
SAWCUT (TYP)
MILL 1.5" (TYP)
BITUMINOUS PAVEMENT SECTION
SCALE: NONE
CONCRETE WALK DETAIL
SCALE: NONE
BUTT JOINT DETAIL
SCALE: NONE
6X6 W4.0 WIRE FABRIC
4" MIN. COMPACTED
SAND FILL (TYP.)
5'-0" UNLESS NOTED OTHERWISE
TACK COAT
PRIME COAT
CONCRETE
6" IN PEDESTRIAN
ONLY AREAS.
8" IN AREAS SUBJECT
TO VEHICULAR TRAFFIC.
45° BEND 45° BEND
45° BEND
NOTE:
WATER SERVICES SHALL BE INSTALLED
WHERE SHOWN.
VARIABLE
(ONE PIECE OF PIPE)
WATER
MAIN
SERVICE
PIPE
CORPORATION
STUD ADAPTOR
CORPORATION
STOP
CURB
STOP
SERVICE
BOX
FIN. GRADE
6AA CRUSHED
LIMESTONE BEDDING
EXISTING OR PROPOSED
WATER MAIN
CUT EXISTING PIPE
AS REQUIRED
RESTRAINED JOINTS SEE
SPECIFICATIONS (TYPICAL)
EXISTING OR PROPOSED SEWER
90° BEND
OR TEE
18"
MIN
TO BLDG
M I N
M I N
5' MINIMUM
M
I N
O
R
A
S
S H
O W
N
O
N
P
R O
F I L E
NOTE:
VALVE BOX SHALL NOT REST
ON VALVE OR MAIN LINE PIPE.
GRANULAR MATERIAL
95% COMPACTION
SURFACE
RESTORATION
FROM PAVEMENT
OR TRAVELED WAY
WATER SERVICE INSTALLATION
SCALE: NONE
GATE VALVE AND BOX
SCALE: NONE
WATER MAIN RELOCATION
AT SEWER/UTILITY CROSSING
SCALE: NONE
PIPE RESTRAINT SCHEDULE
SCALE: NONE
(DRIVEWAY, ROAD BED OR SHOULDER)
N
DRIVEN SURFACE
SUBBASE
NOTES:
1. COMPACTION PRESENTED AS MODIFIED STANDARD PROCTOR VALUES.
(MAXIMUM UNIT WEIGHT)
2. SOIL TYPES ASTHO DESIG.
GRAVEL SANDY (SW) A1, A3
SANDY SILTY (ML) A2, A4
SILTY CLAY (CL) A5, A6, A7
3. DRIVEN SURFACE IS DRIVEWAY, PARKING AREA, ROAD BED OR SHOULDER.
4. REFER TO GCDC - WWS LIMITS OF TRENCH EXCAVATION.
SUITABLE MATERIAL
EXCAVATED FROM
SEWER TRENCH 90%
UNLESS OTHERWISE
SPECIFIED
EXISTING SURFACE
GRANULAR MATERIAL
95% COMPACTION
GRANULAR MATERIAL
95% COMPACTION
4" TOPSOIL
EXISTING SURFACE
OVERFILL
Do
D i
TRENCH SLOPES IN
ACCORDANCE WITH
IOSHA REQUIREMENTS
BEDDING 4" MIN. (6" MIN.
IF ROCK IS FOUND)
GRANULAR
MATERIAL 95%
COMPACTION
GRANULAR
MATERIAL 95%
COMPACTION
GRANULAR
MATERIAL 95%
COMPACTION
V A
R I E
S
GRANULAR MATERIAL
95% COMPACTION
(DRIVEWAY, ROAD BED OR SHOULDER)
SUITABLE MATERIAL
EXCAVATED FROM
SEWER TRENCH 90%
UNLESS OTHERWISE
SPECIFIED
4" TOPSOIL
GRANULAR
MATERIAL 95%
COMPACTION
NOTE:
SEE PIPE BEDDING DETAIL
FOR MATERIAL AROUND PIPE.
EXISTING
SURFACE
TRENCH TYPE A
4" TOPSOIL
NOTE:
SEE PIPE BEDDING DETAIL
FOR MATERIAL AROUND PIPE.
NOTE:
SEE PIPE BEDDING DETAIL
FOR MATERIAL AROUND PIPE.
TRENCH TYPE B TRENCH TYPE C
EXISTING
SURFACE
BACK OF CURB OR
EDGE OF SHOULDER
SEWER AS CALLED
FOR ON PLANS
COMPACT BEDDING
EACH SIDE 95%
PER SPEC
PIPE BEDDING (PVC PIPE)
6" DIA.
M
I N
12" DIA.
NOTE:
POST INDICATOR VALVE SHALL BE
LOCATED AT A MINIMUM 5-ft FROM
BUILDING
FIELD ADJUSTMENT
INSTRUCTIONS
SHUT
1¼" SQ.
BODY
GROUND LINE
STANDPIPE
(PAINTED)
STANDPIPE
(PAINTED RED)
TO RISER ROOM
1. REMOVE THE BODY FROM THE TOP OF
THE POST INDICATOR ASSEMBLY.
2.…
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