Civil1-_C1.1_C3.2.pdf
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- Attached to
- Building 26, Phase 2 North Wing Renovation Federal contract opportunity
- Solicitation number
- AG-03R6-S-15-0052
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B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B F
B
F
B
F
B F
B F
B F
B F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
T
B
T
B
T
B
T
O
O
O
O
O
O
O
O
O
O
O
O O
O
O
O
O
O
O
O
O
O
O
O
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S
S
S
FOUND MONUMENT
MMI CONTROL POINT
BLOWOFF
CURBSTOP
FROST-FREE HYDRANT
HYDRANT
IRRIGATION CONTROL VALVE
MONITORING WELL
WATER VALVE
UTILITY POLE
LIGHT POLE
GUY
GATE POST
SEWER MANHOLE
STORM DRAIN INLET
SIGN POST
DOUBLE SIGN POST
TREE
TELEPHONE PEDESTAL
SS SS
BF BF
NG NG
EXISTING ASPHALT
EXISTING CURB/VALLEY GUTTER
EXISTING SIDEWALK
SANITARY SEWER
BURIED FIBER
NATURAL GAS
OHP
O
OVERHEAD POWER
CHAINLINK FENCE
EXISTING GRAVEL
EXISTING GREENSPACE
PICNIC TABLE
2015 MORRISON-MAIERLE, INC.
PHASE I
NORTH PARKING LOT
PHASE II
SOUTH PARKING LOT
F
O
R
T
M
I S
S
O
U
L
A
O
A
D
P
O
S
D
I
N
G
A
D
EXISTING
WAREYARD
BUILDING
EXISTING PROPERTY LINE
PROPOSED ASPHALT
CIVIL GENERAL LEGEND
USFS BUILDING 26 - EXISTING LAYOUT, GENERAL LEGEND, AND PHASING PLAN16
C1.1 : C1.1 1" = 50'-0"
NORTH
EX
IS
T
IN
G L
A Y
O U
T
G
EN
ER
A
L
LE
G
EN
D
P
H A
SI
N
G P
LA
N
C1.1
1. PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION CONFERENCE WILL BE CONDUCTED
ON SITE BY THE ENGINEER AND CONTRACTING OFFICER, WITH THE CONTRACTOR, SUPERINTENDENT
AND OTHER DESIGNATED PERSONNEL.
2. THE CONTRACTOR IS LIMITED TO THE STAGING AREA SHOWN ON THE PLANS. STAGING AREA IS TO BE
KEPT NEAT AND ORDERLY, DUST CONTROL MAY BE REQUIRED.
3. PERSONAL VEHICLE PARKING IS LIMITED TO THE STAGING AREA SHOWN ON THE PLANS.
4. SNOW FENCE (AT A MINIMUM) MUST BE INSTALLED AROUND THE ENTIRE CONSTRUCTION AREA. SNOW
FENCE WILL BE CONNECTED TO TEMPORARY FENCE POSTS SPACED NO MORE THAN 10' O.C. SNOW
FENCE WILL BE PULLED TAUT AND FIXED TO THE FENCE POSTS WITH WIRE IN AT LEAST 3 PLACES PER
FENCE POST.
5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL WARNING AND SAFETY
DEVICES THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR IS ALSO REQUIRED TO
PLACE CONSTRUCTION ACTIVITY WARNING SIGNS ON NEARBY ACCESS ROADS IN THE VICINITY OF THE
PROJECT SITE.
6. FENCING OF THE CONTRACTOR'S STAGING AREA IS TO BE DONE AT THE CONTRACTOR'S DISCRETION.
THE CONTRACTING OFFICER IS NOT RESPONSIBLE FOR THE SECURITY OR SAFETY OF THE PROJECT
SITE OR THE CONSTRUCTION STAGING AREAS.
7. THE CONTRACTOR SHALL KEEP AN ENCLOSED TRASH CONTAINER WITHIN THE STAGING AREA FOR
THE COLLECTION OF CONSTRUCTION DEBRIS AND TRASH.
GENERAL NOTES:
1. ALL CIVIL WORK ITEMS ARE TO MOVE FORWARD AS QUICKLY AS POSSIBLE.
2. A MINIMUM OF 72-HOURS MUST BE GIVEN TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK
IN PHASE I.
3. PRIOR TO BEGINNING ANY PHASE II OPERATIONS, THERE WILL BE A SUBSTANTIAL COMPLETION
WALK-THROUGH WITH THE ENGINEER AND CONTRACTING OFFICER FOR PHASE I. A PUNCH LIST WILL
BE GENERATED FROM THIS WALK-THROUGH. A MINIMUM OF 72-HOURS MUST BE GIVEN TO THE
CONTRACTING OFFICER PRIOR TO SCHEDULING THE WALK-THROUGH.
4. PHASE I AND PHASE II CIVIL WORK SHALL BE SUBSTANTIALLY COMPLETE BEFORE NOVEMBER 20TH.
PHASING NOTES:
CONTRACTOR
STAGING AREA
PHASE I
ASPHALT MILL ----------- 3,930 SY
ASPHALT PAVEMENT -- 475 TONS
(2" OVERLAY)
PAVEMENT MARKINGS -- 160 SY
CURB ------------------------- 50 LF
SIDEWALK ------------------ 1330 SF
QUANTITY SUMMARY:
PHASE II
PAVEMENT RECLAMATION---- 5,400 SY
ASPHALT PAVEMENT (3") -- 980 TONS
PAVEMENT MARKINGS -- 150 SY
SIDEWALK ------------------ 450 SF
CURB----------------------------60 LF
CP-301
CP-302
CP-300
CP-303
CP-304
CP-305
CP-309
CP-313
CP-314
CP-315
CP-316
CP-319
CP-3
CP-4
CP-5
P
O
D
I
A
D
R
E
E
T
CONTROL POINT TABLE
PNT. #
CP-3
CP-4
CP-5
CP-300
CP-301
CP-302
CP-303
CP-304
CP-305
CP-309
CP-313
CP-314
CP-315
CP-316
CP-319
NORTHING
19933.91
20151.73
20297.52
20374.58
20129.51
20281.75
20321.96
20382.87
20397.13
20060.95
20032.80
19751.19
19811.46
19617.40
19734.17
EASTING
39598.22
39678.23
39891.95
39880.90
40212.38
40270.18
40101.95
40238.88
40236.93
40411.88
40175.52
40068.66
39917.60
39844.71
39537.00
GRID NORTHING
977767.913
977985.568
978131.248
978208.251
977963.359
978115.485
978155.671
978216.532
978230.784
977894.857
977866.727
977585.329
977645.548
977451.637
977568.323
GRID EASTING
829542.293
829622.239
829835.801
829824.764
830155.993
830213.749
830045.639
830182.473
830180.521
830355.336
830119.155
830012.381
829861.428
829788.596
829481.121
ELEV.
3152.880
3153.257
3155.060
3154.825
3155.667
3154.243
3155.993
3155.510
3155.741
3156.313
3157.075
3156.599
3155.893
3153.874
3153.180
DESC.
MMI-MAG NAIL
MMI-MAG NAIL
NAIL
1.25" SQUARE PIN
1.5" AC MK'D 2923S
1" IP
YPC
1/2" RB
2" IP
YPC MK'D 2923S
1" IP
1" IP
1" IP
1" IP
5/8" RB
2015 MORRISON-MAIERLE, INC.
BOARD OF REGENTS OF
HIGHER EDUCATION
US ARMY
US ARMY
CITY OF MISSOULA
NORTHERN ROCKIES
HERITAGE CENTER
F O
R T
M
IS
S O
U L A
R O
A D
BUILDING 26
USFS BUILDING 26 - SURVEY CONTROL PLAN16
C1.2 : C1.2 1" = 50'-0"
NORTH
NORTH PARKING LOT
SOUTH PARKING LOT
SU
R
V
EY
C O
N T
R O
L
PL
A
C1.2
B
F
B
F
B F
B F
B
F
B
F
B
F
B
F
B
F
B
F
B F
B F
B F
B F
B F
B F
B F
B F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
F
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N G
N
G
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O H
P O
H P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
2015 MORRISON-MAIERLE, INC.
FO
R
T M
IS
S O
U
LA
R O
A D
P
O
D
I
A
D
USFS BUILDING 26 - NORTH PARKING LOT DEMO PLAN11
C2.1 : C2.1 1" = 20'-0"
NORTH
1. NO EXPLORATORY EXCAVATION WAS DONE BY THE OWNER OR ENGINEER TO
VERIFY THE LOCATION, NATURE, OR DEPTH OF ANY UNDERGROUND
FACILITIES. ALL UTILITIES AND STRUCTURES SHOWN SHALL BE LOCATED AND
FIELD VERIFIED BY THE CONTRACTOR, PRIOR TO CONSTRUCTION START.
LOCATION, TYPE, FUNCTION, ETC. OF EXISTING FACILITIES SHOWN ON THESE
PLANS WERE TAKEN FROM CONSTRUCTION PLANS FROM PREVIOUS PROJECTS
& FROM FIELD SURVEYS. THE ENGINEER & OWNER ASSUME NO
RESPONSIBILITY REGARDING THE ACCURACY OR COMPLETENESS OF THE
ILLUSTRATION OF ANY OF THESE FACILITIES.
2. DO NOT DISTURB EXISTING UTILITIES OR STRUCTURES INCLUDING, BUT NOT
LIMITED TO: GAS, TELEPHONE, POWER LINES ETC. ANY DAMAGE TO ANY
EXISTING FEATURE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR TO
THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE.
3. CONTRACTOR TO MAKE EVERY EFFORT NOT TO DISTURB TREES DURING
CONSTRUCTION OPERATIONS.
4. NEARBY BORE LOGS INDICATE APPROXIMATELY 4" OF TOPSOIL.
KEY NOTES: GENERAL NOTES:
1. REMOVE / DISPOSE OF EXISTING LUMINARIES AND OVERHEAD POWER
SERVICE CONDUCTOR. COORDINATE ALL REMOVAL EFFORTS WITH
NORTHWESTERN ENERGY.
2. REMOVE / SALVAGE EXISTING PIN-DOWN CURB. MORE EXISTING PIN-DOWN
CURBS EXIST THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR VERIFY
EXACT NUMBER.
3. EXISTING MANHOLE RIM - DO NOT DISTURB SEE LAYOUT PLAN C2.1 FOR
PAVING REQUIREMENTS.
4. EXISTING STRUCTURE - DO NOT DISTURB.
5. PROPOSED SIDEWALK / CURB RAMP AREA EXTENTS. STRIP TOPSOIL AND
SUBEXCAVATE MATERIAL TO SUBGRADE ELEVATION. SEE LAYOUT PLAN FOR
ADDITIONAL REQUIREMENTS.
6. REMOVE / DISPOSE EXISTING SIDEWALK.
7. REMOVE EXISTING SUMP. REMOVE AND DISPOSE OF EXISTING GRAVEL.
CONTRACTOR SHALL INSTALL NEW SUMP IN SAME LOCATION. SEE C2.1 FOR
DETAILS.
8. REMOVE 28 LF OF CURB. REMOVE EACH END TO THE NEAREST JOINT.
9. REMOVE 15 LF OF CURB. REMOVE EACH END TO THE NEAREST JOINT.
10. SAW CUT CLEAN EDGE.
LEGEND
= EXTENTS OF MILL-OVERLAY MILL 2" BELOW ASPHALT F.G.
= PROPOSED SIDEWALK LIMITS OF DISTURBANCE.
N O
R T
H P
A R
K
IN
G L
O T
D
EM
O P
LA
N
CD2.1
WAREYARD GATED ENTRANCE
DO NOT DISTURB GATE
ENTRANCE / EXIT
= EXISTING CURB REMOVAL AREA.
1 29
BF
BF
BF
BF
BF
BF
BF
BF
BF BF BF BF BF BF BF BF BF
B F
BF
BF
B
F
B
F
B
F
B F
B F
B F
B F
B F
B F
O
O
O
O
O
O
O
O
O
O
O
O
O O
N G
N G
NGNGNG
NGNGNGNGNG
NGNGNGNGNG
NGNGNGNG
NGNG
N
G
N
G
N G
N G
N G
O H
P
O H
P
O H
P
O H
P
O H
P
O H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OHP
OHP
OHP
OHPOHP
OHP
OHP
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
2015 MORRISON-MAIERLE, INC.
SO
U
T H
P A
R K
IN
G
D
EM
O P
LA
N
CD2.2
USFS BUILDING 26 - SOUTH PARKING DEMO PLAN11
CD2.2 : CD2.2 1" = 20'-0"
NORTH
1. NO EXPLORATORY EXCAVATION WAS DONE BY THE OWNER OR ENGINEER TO
VERIFY THE LOCATION, NATURE, OR DEPTH OF ANY UNDERGROUND
FACILITIES. ALL UTILITIES AND STRUCTURES SHOWN SHALL BE LOCATED AND
FIELD VERIFIED BY THE CONTRACTOR, PRIOR TO CONSTRUCTION START.
LOCATION, TYPE, FUNCTION, ETC. OF EXISTING FACILITIES SHOWN ON THESE
PLANS WERE TAKEN FROM CONSTRUCTION PLANS FROM PREVIOUS PROJECTS
& FROM FIELD SURVEYS. THE ENGINEER & OWNER ASSUME NO
RESPONSIBILITY REGARDING THE ACCURACY OR COMPLETENESS OF THE
ILLUSTRATION OF ANY OF THESE FACILITIES.
2. DO NOT DISTURB EXISTING UTILITIES OR STRUCTURES INCLUDING, BUT NOT
LIMITED TO: GAS, TELEPHONE, POWER LINES ETC. ANY DAMAGE TO ANY
EXISTING FEATURE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR TO
THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE.
3. CONTRACTOR TO MAKE EVERY EFFORT NOT TO DISTURB TREES DURING
CONSTRUCTION OPERATIONS.
4. NEARBY BORE LOGS INDICATE APPROXIMATELY 4" OF TOPSOIL.
KEY NOTES: GENERAL NOTES:
1. REMOVE / DISPOSE OF EXISTING LUMINARIES AND OVERHEAD POWER
SERVICE CONDUCTOR. COORDINATE ALL REMOVAL EFFORTS WITH
NORTHWESTERN ENERGY.
2. REMOVE / SALVAGE EXISTING PIN-DOWN CURB. MORE EXISTING PIN-DOWN
CURBS EXIST THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR VERIFY
EXACT NUMBER.
3. EXISTING CONCRETE STRUCTURE. CONTRACTOR SHALL PAVE AROUND
STRUCTURE AND GRADE AWAY TO ALLOW DRAINAGE.
4. EXISTING STRUCTURE - DO NOT DISTURB.
5. REMOVE / DISPOSE EXISTING CURB AND SIDEWALK.
6. REMOVE EXISTING SUMP. REMOVE AND DISPOSE OF EXISTING GRAVEL.
7. CONTRACTOR PROTECT EXISTING CURB.
8. EXISTING PROPERTY PIN CONTRACTOR TO COORDINATE WITH LICENSED
SURVEYOR TO PLACE BACK AT END OF PROJECT.
9. SAW CUT CLEAN EDGE.
10. REMOVE 21 LF OF LAY DOWN CURB.
11. REMOVE 37 LF OF LAY DOWN CURB.
= EXTENTS OF BASE RECLAIMATION
332.5'
326.2'
WAREYARD GATED ENTRANCE
DO NOT DISTURB GATE
ENTRANCE / EXIT
ENTRANCE / EXIT
LEGEND
= PROPOSED SIDEWALK LIMITS OF DISTURBANCE.
= EXISTING CURB REMOVAL AREA.
DO NOT DISTURB FENCE
21.7'
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
B
T
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N= 20173.88
E= 39835.04
N= 20148.97
E= 39899.35
N= 20115.51
E= 39985.96
N= 20187.71
E= 39800.43
N= 20144.74
E= 39910.42
N= 20105.77
E= 40011.14
N= 20227.24
E= 39890.49
N= 20210.78
E= 39930.59
2015 MORRISON-MAIERLE, INC.
N O
R T
H P
A R
K
IN
G L
O T
S
IT
E
PL
A N
C2.1
P
O
D
I
A
D
PARKING STALL TABLE
TYPE DETAIL
HANDICAP OR
STANDARD
TOTAL
11-C9.4
HANDICAP 5
6-C9.4
STANDARD 50
1-C9.4
STANDARD 49
11-C9.4
STANDARD 2
TOTAL: 106
USFS BUILDING 26 - NORTH PARKING LOT SITE PLAN11
C2.1 : C2.1 1" = 20'-0"
NORTH
1. CONTRACTOR SHALL MAKE ALL ADJUSTMENTS NECESSARY TO EXISTING
MANHOLES / STRUCTURES PER MCSD#301 PRIOR TO PAVING. THIS EFFORT IS
CONSIDERED INCIDENTAL TO OTHER BID ITEMS.
2. REFER TO E1.1 FOR DUCT ROUTING.
3. CONTRACTOR SHALL REMOVE ALL VEGETATION WITHIN THE CATCH LIMITS OF
CONSTRUCTION PRIOR TO BEGINNING ANY EXCAVATION OPERATIONS. IT IS
ANTICIPATED THE VEGETATION STRIPPING DEPTH IS APPROXIMATELY
4-INCHES. EXCESS VEGETATION MATERIAL SHALL BE DISPOSED OF OFF SITE
AT THE CONTRACTOR'S EXPENSE.
4. UNCLASSIFIED EXCAVATION SHALL BE STOCKPILED FOR SITE EMBANKEMENT
NEEDS. ALL EXCESS MATERIAL SHALL BE DISPOSED OF AT A DESIGNATED
LOCATION APPROVED BY THE CONTRACTING OFFICER.
5. ALL SHOULDERS SHALL BE CAPPED WITH A MINIMUM OF 4-INCH NATIVE TOP
SOIL MATERIAL (OBTAINED FROM TOPSOIL STRIPPING OPERATIONS).
COMPACTION WILL NOT BE REQUIRED IN THIS SECTION.
6. ALL SHOULDERS (AND AREAS DISTURBED BY CONSTRUCTION) SHALL BE
PREPPED AND HYDROSEEDED PER DIVISION 32, SECTION 329200 OF THE
TECHNICAL SPECIFICATIONS.
KEY NOTES:
GENERAL NOTES:
1. HANDICAP PARKING SIGN - CITY OF MISSOULA STD-501 TYPE R7-8 WITH
BREAK-AWAY POST. INSTALL 18" PAST SIDEWALK EDGE. SEE DETAIL 18, C9.1.
2. VAN ACCESSIBLE PARKING SIGN - CITY OF MISSOULA STD-501 TYPE R7-8 FOR
VAN ACCESSIBLE SPACES WITH BREAK-AWAY POST. INSTALL 18" PAST
SIDEWALK EDGE. SEE DETAIL 18, C9.1.
3. HANDICAP PAINT MARKING PER CITY OF MISSOULA STD-502. SEE DETAIL 18,
C9.3.
4. INSTALL NEW STANDARD 8' PRECAST SUMP PER MISSOULA COUNTY STANDARD
DETAIL (MCSD)#600, SEE DETAIL 14, C9.3. INSTALL MANHOLE RIM FLUSH WITH
ASPHALT FINISH GRADE. ADJUST MANHOLE RING PER MCSD#301. SEE DETAIL
12, C9.3.
5. SHORT TERM BICYCLE PARKING. PROVIDE THREE RACKS IN EACH LOCATION
(SIX RACKS TOTAL). COORDINATE FINAL LOCATIONS WITH CONTRACTING
OFFICER.
6. NEW LUMINAIRE BASE CENTER. SEE SHEET E1.1 FOR DETAILS.
7. INSTALL SALVAGED PIN-DOWN CURB PER DETAIL 16, C9.3 WITH NEW REBAR.
8. CONTRACTOR REPAIR SECTION OF CONCRETE LANDING SHOWN IN ORDER TO
COMPLY WITH ADA REQUIREMENTS. CONTRACTOR SHALL RAISE LANDING
JOINT FLUSH WITH ADJACENT JOINT TO ELIMINATE "LIP". COORDINATE FINAL
PLAN WITH ENGINEER.
9. NEW STOP SIGN SEE SHEET C9.4 DETAIL 10.
LEGEND
= 2" MILL / 2" OVERLAY
= NEW CONCRETE SIDEWALK
REFER TO STALL TABLE (THIS
SHEET) AND TYPICAL DETAILS ON
C9.4 FOR ALL STALL DIMENSIONS.
Y
P
REFER TO SHEET 3.1 FOR
SIDEWALK GRADING
R
R
P
P
P
P
P
NEW CROSS-WALK.
SEE C3.1
E
N
T
R
A
N
C
E
X
I
T
W
A
R
E
Y
A
A
T
T
R
A
N
C
E
TIE-IN TO ROAD
TIE-IN TO ROAD
P
P
P
P
T
Y
P
"NO PARKING" STRIPING,
TYP. SEE DETAIL 13, C9.4.
PIN-DOWN CURB, TYP.
SEE NOTE 7.
PIN-DOWN CURB, TYP.
SEE NOTE 7.
NEW 4" SIDEWALK. INSTALL
PER DETAIL 18, C9.2.
1 29
O
O
O
O
O
O
O
O
O
O
O
O
O
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
N= 19710.87
E= 39593.07
N= 19807.74
E= 39630.69
N= 19903.83
E= 39668.00
N= 19721.54
E= 39521.53
N= 19811.14
E= 39555.98
N= 19900.76
E= 39590.44
N= 19975.48
E= 39619.55
T
Y P
O
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2015 MORRISON-MAIERLE, INC.
USFS BUILDING 26 - SOUTH PARKING IMPROVEMENT PLAN11
C2.2 : C2.2 1" = 20'-0"
PARKING STALL TABLE
TYPE DETAIL
HANDICAP OR
STANDARD
TOTAL
11-C9.4
HANDICAP 5
7-C9.4
STANDARD 63
2-C9.4
STANDARD 27
3-C9.4
STANDARD 29
TOTAL: 124
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C2.2
1. CONTRACTOR SHALL MAKE ALL ADJUSTMENTS NECESSARY PER MCSD#301
PRIOR TO PAVING. THIS EFFORT IS CONSIDERED INCIDENTAL TO OTHER BID
ITEMS.
2. SEE SHEET E1.2 FOR ELECTRICAL TRENCHING ROUTES.
KEY NOTES:
GENERAL NOTES:
1. HANDICAP PARKING SIGN - CITY OF MISSOULA STD-501 TYPE R7-8 WITH
BREAK-AWAY POST. INSTALL 18" PAST SIDEWALK EDGE.
2. VAN ACCESSIBLE PARKING SIGN - CITY OF MISSOULA STD-501 TYPE R7-8 FOR
VAN ACCESSIBLE SPACES WITH BREAK-AWAY POST. INSTALL 18" PAST
SIDEWALK EDGE.
3. HANDICAP PAINT MARKING. SEE DETAIL 18, C9.3.
4. INSTALL NEW CONCRETE BOX INLET PER DETAIL 13, C9.3.
5. NEW LUMINAIRE BASE CENTER. SEE SHEET E1.1 FOR DETAILS.
6. EXISTING CONCRETE STRUCTURE. CONTRACTOR SHALL PAVE AROUND
STRUCTURE AND GRADE AWAY TO ALLOW DRAINAGE.
7. INSTALL SALVAGED PIN-DOWN CURB WITH NEW REBAR PER DETAIL 16, C9.3.
8. INSTALL APPROX. 37 LF OF NEW LAYDOWN CURB PER DETAIL 17, C9.2.
9. INSTALL APPROX. 21 LF OF NEW LAYDOWN CURB PER DETAIL 17, C9.2
10. INSTALL APPROX. 20 LF OF NEW LAYDOWN CURB PER DETAIL 17, C9.2.
11. INSTALL NEW STOP SIGN PER DETAIL 10, C9.4.
12. CONNECT INLET TO SUMP WITH 10 LF OF 8" DIA SCH 40 PVC PIPE. SEE DETAIL
13, SHEET C9.3.
13. INSTALL NEW STANDARD 8' PRECAST SUMP PER MISSOULA COUNTY STANDARD
DETAIL (MCSD)#600, SEE DETAIL 14, C9.3. INSTALL MANHOLE RIM FLUSH WITH
ASPHALT FINISH GRADE. ADJUST MANHOLE RING PER MCSD#301. SEE DETAIL
14, C9.3.
14. ADJUST PIN-DOWN CURB LOCATIONS AROUND EACH STORM INLET. SPACING
BETWEEN PINDOWNS SHALL NOT EXCEED FOUR FEET (4').
= BASE RECLAMATION / 3" ASPHALT
= NEW CONCRETE SIDEWALK
ADA STALL AND SIDEWALK LAYOUT14
C2.2 : C2.2 1" = 10'-0"
NORTH
262.2'
4 4
WAREYARD GATED
ENTRANCE
16.3'
9.7'
6.5'
19.8'
18' TYP
9 10
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18' TYP
LEGEND:
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9' TYP
9' TYP
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T
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9' TYP
10' TYP
T
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26'
26'
18.0'
7.6'
PIN-DOWN CURB, TYP. SEE NOTE 7.
PIN-DOWN CURB, TYP. SEE NOTE 7.
23.6'
"NO PARKING" STRIPING,
TYP. SEE DETAIL 13, C9.4.
REFER TO STALL TABLE (THIS
SHEET) AND TYPICAL DETAILS ON
C9.4 FOR ALL STALL DIMENSIONS.
NEW 4" SIDEWALK.
INSTALL PER
DETAIL 18, C9.2.
MATCH
EXISTING
MATCH
EXISTING
N: 20221.14
E: 39729.0849
N: 20180.06
E: 39762.5928
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G
N= 20230.69
E= 39685.09
N= 20204.40
E= 39675.03
N= 20197.47
E= 39700.12
N= 20211.48
E= 39705.47
P C
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2015 MORRISON-MAIERLE, INC.
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C3.1
USFS BUILDING 26 - NORTH PARKING LOT SIDEWALK GRADING PLAN11
C3.1 : C3.1
1" = 5'-0"
NORTH
AREA OF DISTURBANCE
10:1
TYP
INSTALL NEW
CROSSWALK SIGN
N: 20229.83
E: 39679.25
SEE DETAIL 10, C9.4
C3.1
R
R
12'
KEY NOTES:
1. NEW DETECTABLE WARNING PANEL 2' X 5'. SEE DETAIL 16, C9.1
2. NEW DETECTABLE WARNING PANEL 2' X 9'. SEE DETAIL 16, C9.1
3. WHITE PAINT CROSS WALK BAR, TYP.
4. SEE CURB RAMP DETAIL: DETAIL 17, C9.1.
5. INSTALL SIDEWALK FLUSH WITH EDGE OF PARKING LOT PAVEMENT.
INSTALL NEW
CROSSWALK SIGN
N: 20189.36
E: 39703.12
SEE DETAIL 10, C9.4
ROAD C
L
CENTERED
IN LANE
2'
5'
4" OF
" MINUS
COMPACTED TO 95%
DENSITY PER ASTM
4" CONCRETE
SIDEWALK SECTION16
C3.1 : C3.1 NOT TO SCALE
TYPICAL
3'
:1
C U
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:1
F
IL
L
:1
C U
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:1
F
IL
L
GRASS SHOULDER
2%
1%
1" LIP
1" LIP
12'
4" OF
" MINUS
COMPACTED TO 95%
DENSITY PER ASTM
4" CONCRETE
LANDING SECTION17
C3.1 : C3.1 NOT TO SCALE
TYPICAL
MATCH
MATCH
C
.1
2%
TYP
10:1
TYP
2%
TYP
6' TYP.
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32.7'
11.5'
4.3'
T Y
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AREA OF DISTURBANCE
GRADE BREAK
LEGEND
= PROPOSED CONCRETE SIDEWALK
= PROPOSED ADA LAYDOWN CURB
= NEW DETECTABLE WARNING PANEL
= NEW WHITE CROSS-WALK PAINT
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
O
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O
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SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
1 29
O
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O O O
2015 MORRISON-MAIERLE, INC.
USFS BUILDING 26 - SOUTH PARKING GRADING PLAN11
C3.2 : C3.2 1" = 20'-0"
NORTH
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C3.2
ADA STALL AND SIDEWALK GRADING14
C3.2 : C3.2 1" = 10'-0"
NORTH
LUMINAIRE BASE
CENTER
LUMINARE
BASE CENTER
LUMINARE BASE
CENTER
16'
TYP
10:1
TYP
KEY NOTES:
1. CONTRACTOR MATCH NEW EDGE OF PAVEMENT AND EDGE OF SIDEWALK
GRADE ALONG ENTIRE LENGTH OF NEW SIDEWALK.
2. ADA PARKING AREA. CONTRACTOR VERIFY SLOPES DO NOT EXCEED 2% IN
ANY DIRECTION.
3. REFER TO E1.2 FOR DUCT ROUTING.
4. ADJUST EXISTING RIM USING ADJUSTMENT RINGS TO ELEVATION SHOWN.
AREA OF
DISTURBANCE
22.4'
6.5'
1% TYP
MATCH
EXISTING
MATCH
EXISTING
MATCH EXISTING
MATCH EXISTING
INLET
INLET
INLET
HIGH POINT
HIGH POINT
48' 48'
48' 48'
48' 25.7'
18'
48'
MATCH EXISTING
29'
MANHOLE CENTER
MANHOLE CENTER
MANHOLE CENTER
| C1.1-C1.1 EXISTING LAYOUT GENERAL LEGEND & PHASING PLAN |
| C1.2-C1.2 SURVEY CONTROL PLAN |
| CD2.1-CD2.1 NORTH PARKING LOT DEMO PLAN |
| CD2.2-CD2.2 SOUTH PARKING DEMO PLAN |
| C2.1-C2.1 NORTH PARKING LOT SITE PLAN |
| C2.2-C2.2 SOUTH PARKING IMPROVEMENT PLAN |
| C3.1-C3.1 NORTH PARKING LOT SIDEWALK GRADING PLAN |
| C3.2-C3.2 SOUTH PARKING GRADING PLAN |
| C9.1-C9.1 CIVIL DETAILS |
| C9.2-C9.2 CIVIL DETAILS |
| C9.3-C9.3 CIVIL DETAILS |
| C9.4-C9.4 CIVIL DETAILS |
| C2.1_C3.2.pdf |
| C1.1-C1.1 EXISTING LAYOUT GENERAL LEGEND & PHASING PLAN |
| C1.2-C1.2 SURVEY CONTROL PLAN |
| CD2.1-CD2.1 NORTH PARKING LOT DEMO PLAN |
| CD2.2-CD2.2 SOUTH PARKING DEMO PLAN |
| C2.1-C2.1 NORTH PARKING LOT SITE PLAN |
| C2.2-C2.2 SOUTH PARKING IMPROVEMENT PLAN |
| C3.1-C3.1 NORTH PARKING LOT SIDEWALK GRADING PLAN |
| C3.2-C3.2 SOUTH PARKING GRADING PLAN |
| C9.1-C9.1 CIVIL DETAILS |
| C9.2-C9.2 CIVIL DETAILS |
| C9.3-C9.3 CIVIL DETAILS |
| C9.4-C9.4 CIVIL DETAILS |
File details come from the government source that posted it. Updated .