HomeMy WebLinkAboutRFP - 8318 CM/GC FOR COLLEGE & PROSPECT INTERSECTION IMPROVEMENTSAddendum 1 – 8318 CM/GC College & Prospect Intersection Improvements Page 1 of 2
ADDENDUM NO. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of RFP 8318: CM/GC College & Prospect Intersection Improvements
OPENING DATE: 3:00 PM (Our Clock) June 14, 2016
To all prospective bidders under the specifications and contract documents described above,
the following changes/additions are hereby made and detailed as follows:
REVISED DATES:
1. The questions deadline has been changed to June 6, 2016 at 5:00 PM.
2. The Opening Date has been changed to 3:00 PM (our clock) on June 14, 2016.
3. Interviews with the short-listed contractors will be held on the afternoon of June 28,
2016.
MODIFICATION TO PAGE 7, SECTION I.C.2.a.ii – DELETE SECTION AND REPLACE WITH:
ii. The contractor will prepare a “bid” to perform the work shown. The unit prices submitted in
Attachment 3 of the Proposal will provide a starting point for the unit price negotiations
based on the current level of design. The Contractor and the City will review the unit price
assumptions, risks, quantities and other relevant factors and adjust the unit prices for the
work accordingly as design progresses.
EXHIBIT 1 - PRE-PROPOSAL MEETING CLARIFICATIONS
EXHIBIT 2 – PRELIMINARY 30% STORMWATER PLANS
Please contact Elliot Dale, Buyer at (970) 221-6777 with any questions regarding this
addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
Addendum 1 – 8318 CM/GC College & Prospect Intersection Improvements Page 2 of 2
EXHIBIT 1 – PRE-PROPOSAL MEETING CLARIFICATIONS
At the pre-proposal meeting held May 26, 2016, there was some concern expressed about the
requirement of providing a unit price cost proposal. It was noted that given the preliminary
nature of the current plans (especially regarding the sub-surface storm sewer system) that the
accuracy of unit price estimating at this stage of the project would be very limited and could vary
significantly between the submitted proposals.
The intent of requiring a Unit Price Cost Proposal is primarily for the City to assess the
contractor’s understanding of the project and their proposed methods. The way in which the
contractor presents assumptions, potential risks and mitigations, and preconstruction processes
to reduce risk, are of greater importance than the actual value of the unit price (provided the unit
price is within a reasonable range and supported with reasonable assumptions). The evaluation
Criteria in Section IV. emphasizes the contractor’s understanding of the project and the
reasonableness of their assumptions, potential risks and mitigation strategies. The provided
unit prices should reflect the contractor’s thought process, assumptions, risks, mitigation, etc.
The City recognizes that there may be significant refinements in the project subsequent to the
submittal of the proposals – in fact the CMGC process should promote such refinements to the
benefit of the project. The City will work with the contractor to identify all of the risks,
assumptions and mitigations throughout the design process.
It is NOT the City’s intent to hold the contractor to an unfair price if issues arise through the
design that affects the unit prices. It is the City’s goal that the contractor makes a fair profit and
the City pays a fair price for the actual work, and does not intend to hold the contractor to prices
given early in the design phase if significant changes are made during the design. Similarly, the
City should not be held to an unfair price, if through the design process, high risk items are
clarified and mitigated. The City is looking to develop a relationship with the contractor based
on teamwork, collaboration and trust to prevent disputes, and seeks to foster a cooperative
bond that will mutually benefit all stakeholders.
The unit prices submitted in Attachment 3 of the Proposal will provide a starting point for the unit
price negotiations based on the current level of design. The Contractor and the City will review
the unit price assumptions, risks, quantities and other relevant factors throughout the design
process and adjust the unit prices for the work accordingly as design progresses.
4990
4990
4995
SA
SA
SA SA
SW
SW
SW SW SW
SW
SW
SW
WV
WV
WV
WV
WV
WV
WV
E
E
T
T
E
ELV
WV WV
T
TELP
TVT
TVT
MH MH MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
FOV
36" DIA 32' CAN
DECIDUOUS TREE
24" DIA 40' CAN
DECIDUOUS TREE
6" DIA 15' CAN
DECIDUOUS TREE
8" DIA 20' CAN
PINE TREE
8" DIA 20' CAN
PINE TREE
16" DIA 20' CAN
PINE TREE 16" DIA 20' CAN
PINE TREE
14" DIA 20' CAN
PINE TREE
6" DIA 15' CAN
PINE TREE
4" DIA 8' CAN PINE
TREE
4990
4990
4995
SA
SA
SA SA
SW
SW
SW SW SW
SW
SW
SW
WV
WV
WV
WV
WV
WV
WV
E
E
T
T
E
ELV
WV WV
T
TELP
TVT
TVT
MH MH MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
FOV
36" DIA 32' CAN
DECIDUOUS TREE
24" DIA 40' CAN
DECIDUOUS TREE
6" DIA 15' CAN
DECIDUOUS TREE
8" DIA 20' CAN
PINE TREE
8" DIA 20' CAN
PINE TREE
16" DIA 20' CAN
PINE TREE 16" DIA 20' CAN
PINE TREE
14" DIA 20' CAN
PINE TREE
6" DIA 15' CAN
PINE TREE
4" DIA 8' CAN PINE
TREE
4990
4990
4995
SA
SA
SA SA
SW
SW
SW SW SW
SW
SW
SW
WV
WV
WV
WV
WV
WV
WV
E
E
T
T
E
ELV
WV WV
T
TELP
TVT
TVT
MH MH MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
FOV
36" DIA 32' CAN
DECIDUOUS TREE
24" DIA 40' CAN
DECIDUOUS TREE
6" DIA 15' CAN
DECIDUOUS TREE
8" DIA 20' CAN
PINE TREE
8" DIA 20' CAN
PINE TREE
16" DIA 20' CAN
PINE TREE 16" DIA 20' CAN
PINE TREE
14" DIA 20' CAN
PINE TREE
6" DIA 15' CAN
PINE TREE
4" DIA 8' CAN PINE
TREE
8" DIA 20' CAN
DECIDUOUS TREE
36" DIA 40' CAN
DECIDUOUS TREE
10" DIA 20' CAN
DECIDUOUS TREE
8" DIA 20' CAN
DECIDUOUS TREE
8" DIA 20' CAN
DECIDUOUS TREE
16" DIA 25' CAN
PINE TREE
8" DIA 20' CAN
DECIDUOUS TREE
12" DIA 20' CAN
PINE TREE
8" DIA 20' CAN
DECIDUOUS TREE
24" DIA 30' CAN
PINE TREE
6" DIA 8' CAN PINE
TREE
10" DIA 30' CAN
DECIDUOUS TREE
12" DIA 20' CAN
DECIDUOUS TREE
EVSM
EVSM
TVT
SA
SA
SA SA
SW
SW
SW SW SW
SW
SW
SW
WV
WV
WV
WV
WV
WV
WV
E
E
T
T
E
T
TVT
WV
EVSM
EVSM
ELV
TELP
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
MANHOLE
7' DIAM.
MH-4
10
'
T
Y
P
E
R
I
N
LET
IN-10
MANHOLE
6' DIAM.
MH-5
COMBO INLET
TYPE 13
IN-9
COMBO INLET
TYPE 13
IN-11
MANHOLE
7' DIAM.
MH-6
4.57'
3.87'
3.52'
2.37'
3.88'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Project No. 8191
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/2/2016
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
DMZamarripa 3:00:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\8191HYDR_DrainageP&P03
8191HYDR_DrainageP&P03
TRAFFIC
CONTROL
BOX
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
TRAFFIC
CONTROL
BOX
TRAFFIC
CONTROL
BOX
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
TRAFFIC
CONTROL
BOX
5015
4995
5000
5005
5010
4990
4985
4980
5010
5015
5005
5000
4995
4985
4990
4980
0' 25' 50' 100'
0' 25' 50'
0'
10'
5'
FOR BURIED UTILITY INFORMATION
CENTER OF COLORADO (UNCC)
UTILITY NOTIFICATION
www.uncc.org
(or 1-800-922-1987)
CALL 811
BEFORE YOU DIG
THREE (3) BUSINESS DAYS
0+00 0+50 1+00 1+50
JMB
JMB
Drain P&P 3 of 3
DRAINAGE PLAN & PROFILE
COLLEGE & PROSPECT
P
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15
"
H=8.52'
INV OUT=4982.94 (S)(48")
INV IN=4983.14 (N)(36")
INV IN=4983.14 (W)(36")
INV IN=4985.44 (NW)(18")
INV IN=4985.44 (NE)(18")
RIM=4991.46
INSTALL 7' DIAM. MANHOLE
MH-4
H=7.29'
INV OUT=4984.98 (S)(36")
INV IN=4986.93 (N)(15")
RIM=4992.27
INSTALL 6' DIAM. MANHOLE
MH-5
H=7.47'
INV OUT=4984.66 (S)(24")
INV IN=4982.76 (N)(48")
INV IN=4984.43 (W)(18")
RIM=4990.23
INSTALL 7' DIAM. MANHOLE
MH-6
@
1.05
%
O
F
18
"
RC
P
I
N
S
T
A
LL
44
L
F
H=4.71'
INV OUT=4985.90 (SE)(18")
RIM=4990.61
INSTALL TYPE 13 COMBO INLET
IN-9
H=8.53'
INV OUT=4982.94 (S)(48")
INV IN=4983.14 (N)(36")
INV IN=4983.14 (W)(36")
INV IN=4985.44 (NW)(18")
INV IN=4985.44 (NE)(18")
RIM=4991.47
INSTALL 7' DIAM. MANHOLE
MH-4
@
4
.
73
%
O
F
18
"
RC
P
I
N
S
T
A
LL
40
L
F
H=8.53'
INV OUT=4982.94 (S)(48")
INV IN=4983.14 (N)(36")
INV IN=4983.14 (W)(36")
INV IN=4985.44 (NW)(18")
INV IN=4985.44 (NE)(18")
RIM=4991.47
INSTALL 7' DIAM. MANHOLE
MH-4
H=4.01'
INV OUT=4987.33 (SW)(18")
RIM=4991.34
INSTALL 10' TYPE R INLET
IN-10
@
0
.
5
0
%
18
"
RC
P
3
0
L
F
O
F
I
N
S
T
A
LL
H=4.71'
INV OUT=4984.58 (SE)(18")
RIM=4989.29
INSTALL TYPE 13 COMBO INLET
IN-11
H=7.47'
INV OUT=4984.66 (S)(24")
INV IN=4982.76 (N)(48")
INV IN=4984.43 (W)(18")
RIM=4990.23
INSTALL 7' DIAM. MANHOLE
MH-6
8" DIA 20' CAN
DECIDUOUS TREE
36" DIA 40' CAN
DECIDUOUS TREE
10" DIA 20' CAN
DECIDUOUS TREE
8" DIA 20' CAN
DECIDUOUS TREE
8" DIA 20' CAN
DECIDUOUS TREE
16" DIA 25' CAN
PINE TREE
8" DIA 20' CAN
DECIDUOUS TREE
12" DIA 20' CAN
PINE TREE
8" DIA 20' CAN
DECIDUOUS TREE
24" DIA 30' CAN
PINE TREE
6" DIA 8' CAN PINE
TREE
10" DIA 30' CAN
DECIDUOUS TREE
12" DIA 20' CAN
DECIDUOUS TREE
EVSM
EVSM
TVT
SA
SA
SA SA
SW
SW
SW SW SW
SW
SW
SW
WV
WV
WV
WV
WV
WV
WV
E
E
T
T
E
T
TVT
WV
EVSM
EVSM
ELV
TELP
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
EXISTING GROUND
18" RCP
19 LF OF
MANHOLE
6' DIAM.
MH-1
MANHOLE
6' DIAM.
MH-2
MANHOLE
6' DIAM.
MH-3
MODIFY INLET
(
E
X
20
'
T
Y
P
E
R
)
IN-3
MODIFY INLET
(EX 10' TYPE R)
IN-4
MODIFY INLET
(EX 5' TYPE R)
IN-5
T
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P
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13
C
O
M
B
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I
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IN-6
5
'
T
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P
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I
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T
IN-7
5
'
T
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P
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I
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T
IN-8
FINISHED GRADE
EXISTING GROUND
FINISHED GRADE GRADE
FINISHED
GROUND
EXISTING
GROUND
EXISTING
GRADE
FINISHED
MANHOLE
4' DIAM.
MH-7
M
H
-
8
4
'
D
I
A
M
.
M
ANHO
LE
2.62'
3.00'
3.26'
3.00'
2.25'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Project No. 8191
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/2/2016
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
DMZamarripa 2:57:22 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\8191HYDR_DrainageP&P02
8191HYDR_DrainageP&P02
TRAFFIC
CONTROL
BOX
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
TRAFFIC
CONTROL
BOX
TRAFFIC
CONTROL
BOX
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
TRAFFIC
CONTROL
BOX
5015
4995
5000
5005
5010
4990
4985
4980
5010
5015
5005
5000
4995
4985
4990
4980
0' 25' 50' 100'
0' 25' 50'
0'
10'
5'
FOR BURIED UTILITY INFORMATION
CENTER OF COLORADO (UNCC)
UTILITY NOTIFICATION
www.uncc.org
(or 1-800-922-1987)
CALL 811
BEFORE YOU DIG
THREE (3) BUSINESS DAYS
0+00 0+50 1+00 1+50
JMB
JMB
Drain P&P 2 of 3
DRAINAGE PLAN & PROFILE
COLLEGE & PROSPECT
1
8
"
RC
P
4
6
L
F
O
F
1
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H=6.49'
INV OUT=4985.97 (E)(36")
INV IN=4987.17 (S)(24")
INV IN=4987.47 (NW)(18")
RIM=4992.46
INSTALL 6' DIAM. MANHOLE
MH-1
H=3.18'
INV OUT=4989.12 (E)(15")
INV OUT=4989.12 (N)(24")
RIM=4992.30
MODIFY INLET
EX 20' TYPE R INLET
IN-1
24
"
RC
P
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108
L
F
O
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H=5.00'
INV OUT=4986.72 (N)(24")
INV IN=4988.75 (S)(24")
RIM=4991.72
INSTALL 4' DIAM. MANHOLE
MH-7
@
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%
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"
R
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H=7.18'
INV OUT=4985.29 (E)(36")
INV IN=4985.49 (W)(36")
INV IN=4986.34 (S)(18")
RIM=4992.47
INSTALL 6' DIAM. MANHOLE
MH-2
H=5.00'
INV OUT=4988.61 (N)(18")
INV IN=4988.63 (W)(15")
RIM=4993.26
MODIFY INLET
EX 10' TYPE R INLET
IN-4
H=4.71'
INV OUT=4986.98 (N)(24")
INV IN=4988.56 (S)(24")
RIM=4991.69
INSTALL 4' DIAM. MANHOLE
MH-8
@
0
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18
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RC
P
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RC
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46
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F
@ 11.05%
18" RCP
19 LF OF
INSTALL
H=3.02'
INV OUT=4990.24 (N)(18")
RIM=4993.26
MODIFY INLET
EX 5' TYPE R INLET
IN-5
H=7.23'
INV OUT=4984.84 (E)(36")
INV IN=4985.04 (W)(36")
INV IN=4986.32 (S)(18")
INV IN=4986.41 (N)(18")
RIM=4992.07
INSTALL 6' DIAM. MANHOLE
MH-3
H=4.97''
INV OUT=4986.55 (N)(18")
INV IN=4988.14 (S)(18")
RIM=4991.52
INSTALL 5' TYPE 13 COMBO INLET
IN-6
18
"
RC
P
@
3
.
27
%
I
N
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T
A
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56
L
F
O
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H=7.23'
INV OUT=4984.84 (E)(36")
INV IN=4985.04 (W)(36")
INV IN=4986.32 (S)(18")
INV IN=4986.41 (N)(18")
RIM=4992.07
INSTALL 6' DIAM. MANHOLE
MH-3
H=4.81'
INV OUT=4986.66 (S)(18")
INV IN=4986.86 (E)(18")
RIM=4991.47
INSTALL 5' TYPE R INLET
IN-7
@
0
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%
O
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"
RC
P
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49
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H=3.38'
INV OUT=4988.69 (W)(18")
RIM=4992.07
INSTALL 5' TYPE R INLET
IN-8
8" DIA 20' CAN
DECIDUOUS TREE
36" DIA 40' CAN
DECIDUOUS TREE
10" DIA 20' CAN
DECIDUOUS TREE
8" DIA 20' CAN
DECIDUOUS TREE
8" DIA 20' CAN
DECIDUOUS TREE
16" DIA 25' CAN
PINE TREE
8" DIA 20' CAN
DECIDUOUS TREE
12" DIA 20' CAN
PINE TREE
8" DIA 20' CAN
DECIDUOUS TREE
24" DIA 30' CAN
PINE TREE
6" DIA 8' CAN PINE
TREE
10" DIA 30' CAN
DECIDUOUS TREE
12" DIA 20' CAN
DECIDUOUS TREE
EVSM
EVSM
TVT
SA
SA
SA SA
SW
SW
SW SW SW
SW
SW
SW
WV
WV
WV
WV
WV
WV
WV
E
E
T
T
E
T
TVT
WV
EVSM
EVSM
ELV
TELP
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
TRAFV
EXISTING GROUND
10
'
T
Y
P
E
R
I
N
LET
IN-1
2
2
L
F
O
F
18
"
RC
P
5
'
T
Y
P
E
R
I
N
L
E
T
,
IN-2
MANHOLE
6' DIAM.
MH-1
MANHOLE
6' DIAM.
MH-2
MANHOLE
6' DIAM.
MH-3
MANHOLE
7' DIAM.
MH-4
5.05'
3.96'
3.65'
2.19
3.28'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Project No. 8191
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/2/2016
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
DMZamarripa 2:55:31 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\8191HYDR_DrainageP&P01
8191HYDR_DrainageP&P01
TRAFFIC
CONTROL
BOX
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
TRAFFIC
CONTROL
BOX
TRAFFIC
CONTROL
BOX
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
TRAFFIC
CONTROL
BOX
5015
4995
5000
5005
5010
4990
4985
4980
5010
5015
5005
5000
4995
4985
4990
4980
0' 25' 50' 100'
0' 25' 50'
0'
10'
5'
P
R
O
P
O
S
E
D
P
R
O
SP
E
C
T
M
A
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L
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E
FOR BURIED UTILITY INFORMATION
CENTER OF COLORADO (UNCC)
UTILITY NOTIFICATION
www.uncc.org
(or 1-800-922-1987)
CALL 811
BEFORE YOU DIG
THREE (3) BUSINESS DAYS
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
JMB
JMB
Drain P&P 1 of 3
DRAINAGE PLAN & PROFILE
COLLEGE & PROSPECT
52
L
F
O
F
18
"
RC
P
97
L
F
O
F
36
"
RC
P
P
R
O
SP
E
C
T
R
OAD
C
O
LLE
G
E
AV
E
340 LF OF 36" RCP
104
+
00
105
+
00
106
+
00
1
07
+
0
0
108
+
00
1
09
+
0
0
1
1
0
+
00
111
+
00
S
T
R
EET
R
E
M
I
NG
T
ON
50 LF OF 36"
LIMITS OF WORK TO BE COMPLETED BY CSU CONTRACTOR
36
"
RC
P
@
0.50
%
I
N
S
T
A
LL
97
L
F
O
F
36
"
RC
P
@
0.50
%
I
N
S
T
A
LL
50
L
F
O
F
36
"
RC
P
@
0
.
50
%
I
N
S
T
A
LL
340
L
F
O
F
@
0.50
%
18
"
RC
P
22
L
F
O
F
I
N
S
T
A
LL
18
"
RC
P
@
0.50
%
I
N
S
T
A
LL
52
L
F
O
F
H=4.01'
INV OUT=4988.07 (SE)(18")
RIM=4992.08
INSTALL 10' TYPE R INLET
IN-1
H=5.29'
INV OUT=4987.59 (SE)(18")
INV IN=4987.79 (NW)(18")
RIM=4992.88
INSTALL 5' TYPE R INLET
IN-2
H=8.52'
INV OUT=4982.94 (S)(48")
INV IN=4983.14 (N)(36")
INV IN=4983.14 (W)(36")
INV IN=4985.44 (NW)(18")
INV IN=4985.44 (NE)(18")
RIM=4991.46
INSTALL 7' DIAM. MANHOLE
MH-4
H=6.49'
INV OUT=4985.97 (E)(36")
INV IN=4987.17 (S)(24")
INV IN=4987.47 (NW)(18")
RIM=4992.46
INSTALL 6' DIAM. MANHOLE
MH-1
H=7.18'
INV OUT=4985.29 (E)(36")
INV IN=4985.49 (W)(36")
INV IN=4986.34 (S)(18")
RIM=4992.47
INSTALL 6' DIAM. MANHOLE
MH-2
H=7.23'
INV OUT=4984.84 (E)(36")
INV IN=4985.04 (W)(36")
INV IN=4986.32 (S)(18")
INV IN=4986.41 (N)(18")
RIM=4992.07
INSTALL 6' DIAM. MANHOLE
MH-3
EXHIBIT 2 – PRELIMINARY 30% STORMWATER PLANS