HomeMy WebLinkAboutAddenda - RFP - P954 POLICE SERVICES FACILITY DESIGN & BUILD (6)Administrative Services
Purchasing Divison
215 North Mason Street y 2nd Floor y P.O. Box 580 y Fort Collins, CO 80522-0580 y (970) 221-6775 y Fax (970) 221-6707
www.fcgov.com
CITY OF FORT COLLINS
ADDENDUM No. 5
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: P954 Police Services Facility – Design/Build
OPENING DATE: 3:00 P.M. (Our Clock) December 13, 2004
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
ADD: CTL Thompson Soils Report November 19, 2004 (attached)
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
4870
4880
4890
4900
4910
4920
4930
4940
4950
4870
4880
4890
4900
4910
4920
4930
4940
4950
SUMMARY LOGS OF EXPLORATORY BORINGS
ELEVATION - FEET
ELEVATION - FEET
CITY OF FORT COLLINS
FORT COLLINS POLICE ADMINISTRATION FACILITY
PROJECT NO. FC03384-115
LOGS BY ELEVATION FC03384-115.GPJ CTLMAIN.GDT 11/18/04
FIGURE 2
10/12
6/12
11/12
7/12
23/12
50/11
WC=16.3
DD=105
SW=0.0
WC=16.4
DD=109
SW=0.0
TH-101
El. 4943
10/12
12/12
16/12
16/12
16/12
23/12
TH-102
El. 4944
9/12
20/12
19/12
18/12
50/7
42/12
50/6
50/2
WC=10.4
DD=105
SW=0.5
WC=10.6
4870
4880
4890
4900
4910
4920
4930
4940
4950
4870
4880
4890
4900
4910
4920
4930
4940
4950
SUMMARY LOGS OF EXPLORATORY BORINGS
ELEVATION - FEET
ELEVATION - FEET
CITY OF FORT COLLINS
FORT COLLINS POLICE ADMINISTRATION FACILITY
PROJECT NO. FC03384-115
LOGS BY ELEVATION FC03384-115.GPJ CTLMAIN.GDT 11/18/04
DRIVE SAMPLE. THE SYMBOL 10/12 INDICATES 10 BLOWS OF A 140-POUND HAMMER FALLING
30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER 12 INCHES.
NOTES:
WATER LEVEL MEASURED SEVERAL DAYS AFTER DRILLING.
CLAY, SILTY TO SANDY, OCCASIONAL GRAVEL, MEDIUM STIFF TO VERY STIFF, MOIST TO VERY
MOIST, BROWN TO DARK BROWN, RED BROWN (CL).
FILL. CLAY, SANDY, STIFF, MOIST, MEDIUM TO DARK BROWN, MOTTLED.
1.
LEGEND:
SAND, SLIGHTLY SILTY WITH GRAVEL AND SMALL COBBLE, MEDIUM DENSE TO VERY DENSE,
WET, LIGHT TO MEDIUM BROWN (SP, SP-SM, GP, GP-GM).
BEDROCK. CLAYSTONE, HARD TO VERY HARD, SLIGHTLY MOIST, OLIVE, GRAY.
WATER LEVEL MEASURED AT TIME OF DRILLING.
FIGURE 3
WATER LEVEL MEASURED ON NOVEMBER 16, 2004.
BORING TH-101 THROUGH TH-104 WERE DRILLED NOVEMBER 10 AND 14, 2004 USING 4-INCH
DIAMETER CONTINUOUS-FLIGHT AUGER OR 6-INCH DIAMETER HOLLOW STEM AUGER AND A
TRUCK-MOUNTED DRILL RIG. BORINGS TH-1, TH-2, TH-14 AND TH-16 WERE DRILLED FOR
PREVIOUS INVESTIGATIONS.
2.
INDICATES DEPTH WHERE HOLE CAVED.
THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS
CONTAINED IN THIS REPORT.
BORING LOCATIONS AND ELEVATIONS WERE SURVEYED BY A REPRESENTATIVE OF OUR FIRM
REFERENCING TEST HOLE TH-2, WHICH WAS SURVEYED BY KING SURVEYING DURING THE
PREVIOUS INVESTIGATION.
-
-
-
-
-
-
4.
3. INDICATES MOISTURE CONTENT (%).
INDICATES DRY DENSITY (PCF).
INDICATES SWELL WHEN WETTED UNDER 1 KSF LOAD (%).
INDICATES LIQUID LIMIT (%).
INDICATES PLASTICITY INDEX (%).
INDICATES PASSING NO. 200 SIEVE (%).
WC
DD
SW
LL
PI
-200
TH-1
El. 4942
PROJECT NO.
FC03289
WC=11.3
DD=108
WC=17.9
DD=116
LL=35, PI=22
-200=64
17/12
12/12
11/12
9/12
50/12
WC=30.0
DD=91
SW=-0.6
9/12
9/12
4/12
44/12
50/2
50/5
WC=11.0
DD=87
SW=-0.1
TH-14
El. 4942
PROJECT NO.
FC01447
12/12
6/12
9/12
20/12
35/12
WC=7.8
DD=83
SW=-10.6
LL=35 PI=21
-200=58
TH-16
El. 4943
PROJECT NO.
FC01447
WC=7.6
DD=100
-200=88
13/12
15/12
10/12
10/12
40/12
WC=17.0
DD=116
SW=-0.5
TH-2
El. 4945
PROJECT NO.
FC03289
DD=99
SW=-1.7
TH-103
El. 4944
7/12
11/12
20/12
25/12
50/6
50/7
50/4
WC=10.3
DD=116
SW=0.0
WC=17.8
DD=112
SW=0.0
TH-104
El. 4946