value engineering change proposal …modot.mo.gov/valueengineering/documents/scanned proposals/vecp...
TRANSCRIPT
Form C-104 Rev. 02/2009
VALUE ENGINEERING CHANGE PROPOSAL MISSOURI DEPARTMENT OF TRANSPORTATION
Conceptual Proposal Final Proposal Date 11/17/11
Contract ID 100205-601 Job No. J6U0807
County St. Louis Original Bid Cost $54,889,970.33
Contractor Fred Weber, Inc. By Justin Brooks
Designed By Jacobs Engineering Group Phone (314) 267-8471
VECP# (to be completed by C.O.) VECP or PDVECP 1. Description of existing requirements and proposed change(s). Advantages/Disadvantages
See attachment
2. Estimate of reduction in construction costs. $248,023
3. Prediction of any effects the proposed change(s) will have on other department costs, such as
maintenance and operations.
None
4. Anticipated date for submittal of detailed change(s) of items required by Section 104.6 of the Specifications.
11/17/11
(date) 5. Deadline for issuing a change order to obtain maximum cost reduction, noting the effect of
contract completion time or delivery schedule.
12/16/11 Delay Schedule
(date) (effect) 6. Dates of any previous or concurrent submission of the same proposal.
N/A
(date and/or dates)
Additional Comments:
** Portion Below This Line To Be Filled Out by MoDOT **
Comments: I recommend approval as does the Core/Area Team. This was approved by the Woodsmill Park Apartment complex located off of Post Road. MoDOT will realize a significant cost savings to the contract as a result of this change.
Submitted By Resident Engineer Date Comments:
Approval Recommended
Rejection Recommended
District Engineer Date
Comments:
Approval Recommended
Rejection Recommended
Federal Highway Administration Date Required for FHWA Full Oversight Projects
Comments:
Approval
Rejection State Construction and Materials Engineer Date
Distribution: Resident Engineer, Project Manager, District Construction & Materials Engineer, State Construction & Materials Engineer, FHWA Value Engineering Administrator – MoDOT, P. O. Box 270, Jefferson City, MO 65102
Existing Requirements/Proposed Changes: Construct Post & Panel Wall A7807 between relocated Post Rd and Proposed Rt. 141 from STA 256+56 to STA 262+00 (see detail on attached Typical Section Sheet 2 of 15). Proposed Change: Modify configuration of relocated Post Rd so that edge of Post Rd is outside of permanent wall easement. Slope can then be extended down to limits of permanent easement, eliminating the need for retaining wall A7807. A ground mount soundwall can be constructed between Soundwalls 8 & 9 at the top of the slope adjacent to Proposed Rt. 141 pavement (see details on attached revised Typical Section Sheet 2 of 15). Advantages: Eliminating Post & Panel Wall A7807 would reduce the total cost of the project. Disadvantages: None
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STORM
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AI
AMEREN UE
MAWC MAWC6"
DI
FL SE 473.13
FL NW 473.28
T 480.35
17Q3-022D
18" RCP
RC
P
18"
FL 463.03
WVWV
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HYD MAWC6"
MA
WC
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6"
AMEREN UE
AMERE
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AMEREN UE
AMEREN UE
AMEREN UE
N.B. ROADWAY
S.B. ROADWAY
> ROUTE 141
TRUSTEESTEPHEN F. BRAUER,
115 TRUSTEE ET. AL.STEPHEN F. BRAUER,
119LP
LP
LP
LP
US SURVEY 367
G
CREVE COEUR CREEK
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LP
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(R)
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AN
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Y LI
MIT
(R)
COURT
TENNIS
CREVE COEUR CREEK
LP
US SURVEY 367
LP
(UIP)
TOWER
GG
APART
SCALE
500 100 150
10
4’FBD
4’FBD
S.L.
S.L.
4’FBD
S.L.
S.L.
R/W LINE
R/W LINE
R/W LINE
G
G
G
G
(DRAINAGE)
EASEMENT
PERMANENT
TRANSMISSION LINES
OVERHEAD ELECTRIC
CREVE COEUR CREEK
LP
POST R
OA
D
MATC
H LI
NE 251+00 - S
HEET 8
MATC
H LI
NE 264+00 - S
HEET 11
R/W LINE
S.L.
ESM’T.
TEMP. CONSTR.
ESM’T.
CONSTR.
TEMP.
STA 251+00 TO STA 264+00
ROUTE 141 CONSTRUCTION PLAN
ESM’T.
TEMP. CONSTR.
+00
+00
CONC. BARRIER
TYPE C
CONC. BARRIER
TYPE D
+00
APART
APART
APART
APART
APART
APART
APART
APART.
APARTMENTS, LLCWOODS MILL PARK
SEE SHEET 10A.
FOR WOODSMILL PARK DETAILED PLAN,
36’
36’
(R)
FENCE
POLES (R)
LIGHT
POLES (R)
LIGHT
(R)
RET. WALL
(R)
PVMT.
+50
+00
S.L.
(R)
PVMT(R)
PVMT
10-6U0807-009
SOUND WALL
10-6U0807-007
SOUND WALL
STA 266+00.00 (RTE. 141), 57.33’RT.
STA 262+42.28 (RTE. 141), 57.33’RT. TO
SOUND WALL NO. 10-6U0807-009
+50
C&G
6" TYPE B
(R)
PVMT
BIT.
+30
2. FOR PROFILE DATA, SEE SHEET 78.
1. FOR ALIGNMENT CURVE DATA AND BEARINGS, SEE SHEET 121.
NOTES:
(SEE SHEET 154)
DETENTION BASIN
SEE SHEET 155
FILL BERM,
END EOP TAPER+29.60, 5.02’ LT.
END EOP TAPER+29.52, 10.98’ RT.
(J6U0807D)
RELOCATION
SEWER LINE
FENCE
6’ ORNAMENTAL
BERM
10’
BE
GI
N T
YPE C CET
+32.92
EN
D T
YPE C CET
+48.01
CO
NC. B
ARRIER
EN
D T
YPE
D
+00.00
CO
NC. B
ARRIER
BE
GI
N T
YPE
D
+48.00
CET
TYPE CGATES
STEEL FENCE
ORNAMENTAL
0.7
S
TA
. L
.G
. 1
0%
GR
AD
E
TY
PE
I D
RIV
EW
AY
+4
0.0
0,
16
’ G
RA
VE
L
SIDEWALK (R)
(BY OTHERS)
RELOCATION
FIBER OPTIC
TOWER (UIP)
138 KV
345 KV
34 KV
TB
AB
OTB
AB
O
TB
AB
OED. JONES
138 KV
345 KV
T45N R5E
T45N R5E
V DITCH
SEE SHEET 188B
OUTLET PROTECTION
SEE SHEET 188B
OUTLET PROTECTION
SEE SHEET 188B
OUTLET PROTECTION
SEE SHEET 188B
OUTLET PROTECTION
REVISED14
121.5’ LT.
+32.36
113.0’ LT.
+10.16
114.7’ LT.
+77.67
119.5’ LT.
+36.66
119.5’ LT.
+65.57
113.9’ LT.
+83.7
0
114.2’ L
T.
+9
6.6
9
119.5’ LT.
+12.10
(TYP.)
� ’
(TYP.)
� ’
(TYP.)
� ’
LINK FENCE
6’ CHAIN-
FENCE GATE
CHAIN-LINK
REVISED R/W4
ADDED FENCE3
DRAINAGE)
(SLOPE &
PERM. ESMT.
10-6U0807-008
SOUND WALL
STA 262+42.28 (RTE. 141), 57.33’RT.
STA 254+50.00 (RTE. 141), 72’RT. TO
SOUND WALL NO. 10-6U0807-008
STA 262+12.79 (RTE. 141), 86.66’RT.
STA 259+43.72 (RTE. 141), 68.00’RT. TO
RETAINING WALL NO. 10-6U0807-012
10-6U0807-012
RETAINING WALL
REVISED PAVING14
ESM’T.
PERM.
255
260
SA
N
SA
N
SA
N
SA
N
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> ROUTE 141
LP
S.L.
R/W LINE
US SURVEY 367
DETAILED PLAN
WOODS MILL PARK APARTMENTS
SCALE
3020100
S.L.
POST ROAD
R/W LINE
ESM’T.
TEMP. CONSTR.
(WALL)
ESM’T.
PERM.77.18’RT.
+29.56
TREE (DND)
(DND)
TREE
(R)
CURB
258
5’
R
4’ FBD4’ FBD
10-6U0807-008
SOUND WALL(R)
TREE
10A
4" TYPE 5 BASE
5� " PMBB (PG64-22)
1� " BP-1 (PG64-22)
T45N R5E
SAW CUT
FULL-DEPTH
2’R
1’
1’
5’
SAW CUT
FULL-DEPTH
5’
91
.43
’R
T.
+8
1.5
0
89.63’RT.
+07.00
(DND)
TREE
89.27’RT.
+24.93
P.T.
89.34’RT.
+71.72
425’ R
94.15’RT.
+60.04
4’
5’
R
89.21’
RT.+59.28
80.60’RT.
+51.88
425’ R
425’ R
2’
PAVEMENT SECTION
SHEET FOR NEW
SEE DETAIL THIS
2’
99.56’RT.
+30.27
5’
R
CURB & GUTTER
24" TYPE M ROLLED
& GUTTER
ROLLED CURB
TRANSITION
& GUTTER
ROLLED CURB
24" TYPE M
ROLLED CURB
EXISTING
SAWCUT
FULL DEPTH
& GUTTER
ROLLED CURB
24" TYPE M
PAVEMENT
EXISTINGEXISTING PAVEMENT
22’ AND VARIES
22’ AND VARIESVARIES
FULL DEPTH SAWCUT
TO BE REMOVED BEYOND SAWCUT
EXISTING PAVEMENT
4" TYPE 5 BASE
5� " PMBB (PG64-22)
1� " BP-1 (PG64-22)
EXISTING PAVEMENT
22’ AND VARIES
FULL DEPTH SAWCUT
TO BE REMOVED
EXISTING ROLLED CURB
CURB
6" TYPE S
CURB
6" TYPE S5’
CURB (TYP.)
TRANSITION
PAVEMENT SECTION
SHEET FOR NEW
SEE DETAIL THIS
OR GREATER
SLOPE 2%
OR GREATER
SLOPE 2%
TO BE REMOVED BEYOND SAWCUT
EXISTING PAVEMENT
SECTION A-A
POST ROAD DETAIL
SECTION B-B
POST ROAD DETAIL
SECTION C-C
POST ROAD DETAIL
C
C
B
B
A
A
TO DRAIN
GRADE
96.92’RT.
+44.04
P.C.
PAVEMENT SLOPE
MATCH EXISTING
TO BE REMOVED BEYOND SAWCUT
EXISTING PAVEMENT
TO BE REMOVED
EXISTING ROLLED CURB
PAVEMENT SLOPE
MATCH EXISTING
(F
ACE
OF C
URB)
111.02’RT.
+70.65
(F
ACE
OF C
URB)
108.08’RT.
+85.93
PAVEMENT. (SEE SECTIONS A-A, B-B AND C-C THIS SHEET)
THE LONGITUDINAL AND TRANSVERSE SLOPES OF THE ADJACENT EXISTING
IN NEWLY PAVED AREAS, 24" TYPE M GUTTER OR 6" TYPE S CURB SHALL MATCH
NOTE:
REVISED PAVING14
REVISED14
REVISE DETAIL14
B
B
109.06’RT.
+70.27
103.17’RT.
+84.99
(DND)
CURB
(DND)
INLET
GUTTER
CURB AND
EXISTING
MATCH
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DATE PREPARED
BRIDGE NO.
PROJECT NO.
SHEET NO.
PROJECT NO.
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VALUE ENGINEERING CHECK SHEET
TYPE OF WORK (Check one that applies)
o Bridge/Structure/Footings o Drainage Structures (RCP, RCB, CMP’s, ect.) o TCP/MOT o Paving (PCCP, ect.) ü Grading/MSE Walls o Signal/Lighting/ITS o Misc
SUMMARY OF PROPOSAL (If needed, condense summary to a couple of lines)
Post Road will be slightly realigned to eliminate need for retaining wall.
SCANNING OF DOCUMENT If the proposal is large, please mark or make note, which pages need to be scanned into the database. If there are special instructions, make note of them here. _______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________