addendum #3 - banner associates
TRANSCRIPT
Addendum #3
Page 1 of 2
Project: SD DOT Heated Truck Storage Building
Bid Date: 3:00 P.M., Local Time, October 20, 2016
Bid Location: Office of State Engineer, Joe Foss Bldg., 523 E. Capitol, Pierre, SD 57501-3182
Issue Date: October 19, 2016
Notice: Failure to acknowledge all addenda in the BID may cause rejection of the BID. See
Instructions to Bidders.
SCOPE OF THIS ADDENDUM:
The following becomes a part of the original project manual and drawings, taking precedence over the
items that may conflict. The bidder shall note receipt and make acknowledgment of the Addendum on
his/her bid form, incorporating its provision in his/her bid.
DRAWINGS:
The following additions, changes and clarifications have been made to the Drawings.
Drawings 2.1 Overall Site Plan and 2.3 Utility Plan:
Change: Water service connection shall be relocated south of meter pit in lieu of a new meter in the proposed
building. Refer to Revised Drawings 2.1R, 2.3R and Photo 1, attached to this addendum. Revise scope of work
as follows:
1. Remove additional asphalt concrete surfacing.
2. Remove blind flange with service connection inside meter pit
3. Coredrill 6” diameter opening into existing meter pit on south side. See attached picture.
4. Install 10 LF of 6” diameter C900 PVC watermain and connect to existing tee inside meter pit with adaptive
flange.
5. Install 2 service saddles and corporations on 6” watermain. 1 – 1.5” diameter service saddle and
corporation (field verify) and 1 – 2” diameter service saddle and corporation.
6. Install 6” diameter MJDI cap with blocking on end of 6” watermain pipe.
7. Reconnect 1.5” service connection to new saddle.
8. Connect 2” service connection to new saddle. (Additional 13 LF of 2” pipe required from original plan
quantity.)
9. Contractor shall coordinate with Owner for water service disconnect and reinstall for the existing service.
NOTE:
The Plan Holders List and addendums are available via the internet at
http://www.bannerassociates.com by clicking on the Project Information link.
Addendum #3 (cont’d)
Page 2 of 2
Project Manual and Drawing inquiries regarding the work should be directed to:
Contact Persons:
BANNER ASSOCIATES, INC.
Tim Fonder -Architectural
Phone: 855-323-6342
FAX: (605)-692-5714
E-mail: [email protected]
Adam Hansen -Structural
Phone: 855-323-6342
FAX: (605)-692-5714
E-mail: [email protected]
Rich Uckert -Civil/Site
Phone - 855-323-6342
FAX – (605)-692-5714
E-mail: [email protected]
WEST PLAINS ENGINEERING
Isaac Anderson -Mechanical Phone: (605) 362-3753 Fax: (605) 362-3759
Email: [email protected]
Sara Norstrom -Electrical Phone: (605) 362-3753 Fax: (605) 362-3759
Email: [email protected]
ATTACHMENTS
1. Revised Drawings 2.1R, 2.3R and Photo 1
2. Mechanical/Electrical Addendum from West Plains Engineering
___________________________
Tim Fonder, AIA #5507
UG
E
S
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S
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SS
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W W W W W
W
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SAND SHED
GENERAC
SAND SHED
W
S
T
S
T
S
T
S
T
S
T
S
T
S
T
MAINTENANCE
SHOP
SANDER
RACKS
S
1
2
8
0
1
2
8
5
1277
1
2
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8
1
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1
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1281
1
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1
2
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2
8
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1282
1282
ST
6'' S
T
6'' S
T
6'' S
T
ST
PROPOSED
BUILDING
FFE = 1283.00
X
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REV.
DRAWN BY:
JOB NO :
DATE :
CHECKED BY:
DESIGNED BY:
DATE DESCRIPTION
SHEET NO. :
SHEET TITLE :
PROJECT TITLE :
PROJECT LOCATION :
14 W. Main St. Suite A
Vermillion, South Dakota 57069
Tel: 605-692-6342
Toll Free: 1-855-323-6342
www.bannerassociates.com
1"1/2"0
SCALE REDUCTION BAR
OSE #T2215--15X
CONTRACT
MANAGEMENT BY
OFFICE OF THE
STATE ENGINEER
KRISTI
HONEYWELL, PE.,
STATE ENGINEER
9603
SDDOT
HEATED
TRUCK
STORAGE
BUILDING
YANKTON
SOUTH DAKOTA
YSR
NCE
RSU
22401.00
SEPTEMBER, 2016
2.1
OVERALL
SITE
PLAN
PROJECT LIMITS
40'20'010'20'
GRID BEARING
HORIZONTAL DATUM:
- CITY OF YANKTON COORDINATE SYSTEM
VERTICAL DATUM:
- NAVD 88
BASIS OF BEARING: GEODETIC NORTH
ALL DIMENSIONS SHOWN ARE IN
TERMS OF U.S. SURVEY FEET
EXISTING STORM SEWER
EXISTING GAS LINE
UGTV
UGT
UGF
LEGEND:
ST
G
UGE
W
S
MONUMENT (SET THIS
SURVEY 5/8" REBAR WITH
STAMPED PLASTIC CAP
BOLLARD
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE TV
EXISTING TELEPHONE LINE
EXISTING FIBER OPTIC LINE
BM
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
T
DROP INLET
TRANS
STREET SIGN
WATER VALVE
FIRE HYDRANT
STREET LIGHT
TELEPHONE PEDESTAL
GAS VALVE
ELECTRICAL TRANSFORMER
CONTROL POINT
BENCHMARK
CURB STOP
S
ST
CHAINLINK FENCE
EXISTING CONTOURS1281
PROPERTY LINE
POWER POLE W/LIGHT
POWER POLE
WATER MANHOLEW
GAS METERG
CP
ELECTRIC MANHOLEE
OHE
OVERHEAD ELECTRIC LINE
ELECTRIC OUTLETEO
AREA INLET
PROPOSED STORM SEWER
ST
W
PROPOSED WATER LINE
S
PROPOSED SANITARY SEWER
KEYNOTE LEGEND:
PROPOSED BUILDING. SEE ARCHITECTURAL PLANS.
PROPOSED 8" PCC PAVEMENT.
PROPOSED 6' VALLEY GUTTER.
PROPOSED ASPHALT PAVEMENT. FURNISHED AND INSTALLED BY YANKTON DOT.
CONTRACTOR SHALL PREPARE SUBGRADE AND BASE COURSE AS PART OF THIS
CONTRACT.
MATCH EXISTING ELEVATION TO MAINTAIN EXISTING GRADE DIRECTLY WEST OF
SANDER RACKS.
PROPOSED 4" PVC SANITARY SEWER SERVICE. CONNECT TO EXISTING MANHOLE.
SEE MECHANICAL PLAN FOR CONTINUATION AT PROPOSED BUILDING.
PROPOSED 2" WATER SERVICE. CONNECT TO EXISTING 6" PVC WATER LINE WITH
SERVICE SADDLE AND CORPORATION STOP. INSTALL 2" CURB STOP AND BOX 5'
OUTSIDE BUILDING. SEE MECHANICAL PLAN FOR CONTINUATION AT PROPOSED
BUILDING. COORDINATE WITH CITY OF YANKTON PRIOR TO MAKING CONNECTION
TO MAIN.
PROPOSED 4" FOUNDATION DRAIN LINE. CONNECT TO EXISTING AREA INLET.
CONNECT TO PROPOSED FOUNDATION DRAIN TILE OF PROPOSED BUILDING. REFER
TO BUILDING SECTION DETAIL FOR FOUNDATION DRAIN TILE INFORMATION.
(SLOTTED PIPE FOR PERIMETER PIPE / NON-SLOTTED FOR DRAIN LINE.)
1
2
3
4
PROPOSED MILLINGS/
SURFACING INSTALLED BY
YANKTON DOT
PROPOSED ASPHALT
BY YANKTON DOT
PROPOSED CONCRETE
5
6
7
8
9
1
2
3
3
4
4
5
8
7
6
9
PROPOSED GAS LINE
G
EXISTING DRAIN LINE
PROPOSED DRAIN LINE
DT
DT
10
11
10
11
11
11
12
12
12
12
12
12
12
12
1280
PROPOSED CONTOURS
1281
1. EROSION AND SEDIMENT CONTROL SHALL BE IN STRICT ACCORDANCE WITH SD DENR RULES AND REGULATIONS.
2. TO CONTROL AND PREVENT SOIL EROSION AND SEDIMENTATION INTO WATERWAYS, THE CONTRACTOR SHALL
FURNISH, INSTALL, AND MAINTAIN A TEMPORARY EROSION CONTROL SYSTEM IN APPROPRIATE AREAS OF
CONSTRUCTION AS SHOWN ON THE DRAWINGS OR DETERMINED IN THE FIELD BY THE OWNER, ENGINEER, AND
CONTRACTOR. THE TEMPORARY EROSION CONTROL SYSTEM SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED
UNTIL ALL LAND DISTURBING ACTIVITY IS COMPLETED AND SUFFICIENT LANDSCAPING OR VEGETATION EXISTS TO
PREVENT ANY RUN-OFF SITUATION FROM THE CONSTRUCTION SITE. PAYMENT FOR THIS SHALL BE INCIDENTAL TO
OTHER BID ITEMS.
3. PRIOR TO AWARD OF THE PROJECT, THE LOW RESPONSIVE, RESPONSIBLE BIDDER SHALL NAME A RESPONSIBLE
PERSON WHO WILL BE RESPONSIBLE FOR MAINTAINING THE EROSION CONTROL SYSTEM AS STIPULATED IN THE
PROJECT MANUAL AND ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE CONTACT INFORMATION FOR THIS
PERSON AND THE RESPONSIBLE PERSON SHALL BE ON SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES.
4. IMPLEMENTATION OF THE EROSION CONTROL SYSTEM PLAN AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THE SYSTEM IS THE RESPONSIBILITY OF THE OWNER/ENGINEER AND
CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
5. ALL EROSION CONTROL METHODS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS FOR ANTICIPATED
SITE CONDITIONS. DURING CONSTRUCTION, EROSION CONTROL SHALL BE UPGRADED AS NEEDED FOR
UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE
SITE.
6. EROSION CONTROL SYSTEM SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT STORM EVENT BY THE
RESIDENT PROJECT REPRESENTATIVE FOR THE OWNER AND THE CONTRACTOR AND MAINTAINED AS NECESSARY
TO ENSURE THE EROSION CONTROL SYSTEM'S CONTINUED FUNCTIONING.
7. AT A MINIMUM, EROSION CONTROL WATTLES, BLANKETS, AND SILT FENCES SHALL BE INSTALLED AT LOCATIONS
AS SHOWN ON THE DRAWINGS. FIELD CONDITIONS MAY DEPICT UPGRADING SAID QUANTITIES TO ENSURE THAT
SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE CONSTRUCTION SITE.
8. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL SYSTEM WHICH INCLUDES MUCKING AND REPAIR AS
DETERMINED BY EROSION CONTROL INSPECTIONS FOR THE DURATION OF THE CONSTRUCTION PROJECT.
9. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL WATTLES AND SILT FENCE FROM THE PROJECT ONCE
VEGETATION/LANDSCAPPING IS ESTABLISHED. REMOVAL WILL BE CONSIDERED A "WARRANTY" ITEM AT WHICH
TIME THE CONTRACTOR SHALL REMOVE FROM THE CONSTRUCTION SITE.
10. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN SURFACE DRAINAGE IN A MANNER TO MATCH THE
EXISTING DRAINAGE CONDITIONS.
11. THE EXISTING STORM SEWER SYSTEM SHALL REMAIN OPERATIONAL THROUGHOUT ALL CONSTRUCTION
ACTIVITIES.
GENERAL EROSION CONTROL NOTES:
1. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WAS TAKEN FROM THE BEST AVAILABLE RECORDS AND DOES NOT
INCLUDE ALL UNDERGROUND UTILITIES SUCH AS ELECTRICAL, FUEL, AND/OR UNDERGROUND CABLE TV. PRIOR TO EXCAVATION
THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL UTILITIES WHETHER OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL PROTECT ALL UTILITIES DURING CONSTRUCTION. ANY DISTURBANCE OR REPLACEMENT OF EXISTING
UTILITIES SHALL BE INCIDENTAL TO THE PROJECT. THE PHONE NUMBER FOR SOUTH DAKOTA ONE CALL IS 1-800-781-7474.
PROJECT LOCATION:
CITY OF YANKTON, YANKTON COUNTY
SEC 36, T94N, R56W
THE FOLLOWING IS A LIST OF COMPANIES OBTAINED FROM THE BEST AVAILABLE RECORDS AND MAY NOT INCLUDE ALL UTILITY
COMPANIES WHICH MAINTAIN UTILITIES WITHIN THE PROJECT AREA. THE FOLLOWING COMPANIES ARE LISTED ALONG WITH THEIR
PHONE NUMBERS TO BE USED IN CASE OF EMERGENCY:
CITY OF YANKTON (605) 661-1950
NORTHWESTERN ENERGY (605) 668-4608
MIDAMERICAN ENERGY (605) 373-6038
2. BIDDERS ARE EXPECTED TO EXAMINE THE SITE AND ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE CHARACTER AND
LOCATIONS OF MATERIALS TO BE ENCOUNTERED. ALL CONTRACTORS DESIRING TO TAKE SOIL BORINGS ON THIS PROJECT MUST
OBTAIN PERMISSION FROM THE SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION.
IF GROUND WATER IS ENCOUNTERED AND DEWATERING IS NECESSARY, ALL COSTS ASSOCIATED WITH THE LABOR, EQUIPMENT
AND MATERIALS FOR DEWATERING THE PROJECT SHALL BE BE ABSORBED BY THE CONTRACTOR. ALL PIPE SHALL BE LAID IN A DRY
LOCATION.
THE CONTRACTOR SHALL DISCHARGE AND DISPOSE OF THE WATER IN AN APPROVED MANNER.
3. CONSTRUCTION WILL REQUIRE A CAREFULLY PLANNED SEQUENCE OF CONSTRUCTION IN ORDER TO MINIMIZE INTERRUPTIONS TO
THE PROPERTY OWNERS AND TO HANDLE THE STORM RUNOFF.
4. THE CONTRACTOR SHALL PROTECT AND RESTRICT ALL PEDESTRIANS FROM WORK AREAS. OPEN EXCAVATIONS SHALL BE COVERED
OR BARRICADED.
5. CONTRACTOR SHALL MAINTAIN CONSTRUCTION WORK WITHIN THE PROJECT LIMITS AS SHOWN ON THE PLANS. ANY DAMAGE
OUTSIDE THESE CONSTRUCTION LIMITS WILL BE THE CONTRACTOR'S RESPONSIBILITY.
FOLLOWING INSTALLATION OF UTILITIES, ALL DISTURBED AREAS SHALL BE PROPERLY RESTORED TO ITS ORIGINAL CONDITION, AS
MUCH AS IS PRACTICAL, AS HEREINAFTER SPECIFIED AND AS REQUIRED BY THE OWNER. ALL SUCH WORK MUST BE ACCEPTED AND
APPROVED BY THE ENGINEER AND PROPERTY OWNER.
6. SEE ELECTRICAL AND MECHANICAL PLANS FOR ALL SITE ELECTRICAL AND MECHANICAL IMPROVEMENTS.
GENERAL CONSTRUCTION NOTES:
13
13
4
4
1
4
GAS SERVICE TO BE INSTALLED BY GAS UTILITY CONTRACTOR.
RECONNECTION SHALL BE MADE TO MAINTAIN SERVICE TO MAINTENANCE
SHOP BY GAS UTILITY CONTRACTOR. GAS UTILITY CONTRACTOR SHALL
COORDINATE WITH OWNER TO DETERMINE EXACT LOCATION OF
CONNECTIONS. SEE MECHANICAL PLAN FOR CONTINUATION INTO
PROPOSED BUILDING. CONTRACTOR SHALL COORDINATE WITH GAS
UTILITY CONTRACTOR AND OWNER AS NECESSARY.
FURNISH AND INSTALL AREA INLET PROTECTION.
PROPOSED MILLINGS/SURFACING INSTALLED BY YANKTON DOT.
CONTRACTOR SHALL INSTALL BASE COURSE WITHIN 3" OF PROPOSED
FINISHED GRADE.
PIPE BOLLARD.
ENERGY RECOVERY VENTILATOR. REFER TO MECHANICAL PLAN.
6" PVC STORM SEWER. CONNECT TO EXISTING AREA INLET.
6" PVC STORM SEWER. CONNECT ROOF DRAIN RISERS TO TRUNK LINE.
24" DIA. PVC STORM MANHOLE. CONNECT TRUNK LINES AND ROOF DRAIN
RISER. MANHOLE COVER H-20 LOADING
4" CONCRETE SIDEWALK.
SILT FENCE
14
15
16
17
17
17
16
15
15
15
PROPOSED SIDEWALK
9
18
18
18
3 10/19/16 WATER SERV. CONNECT
ADDENDUM #3 - NEW SERVICECONNECTION LOCATION
R
UG
E
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S
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S
W
W
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W
W
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G
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UG
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E
OH
E
OHE
OHE
OHE
GENERAC
SAND SHED
W
S
T
S
T
MAINTENANCE
SHOP
SANDER
RACKS
S
1
2
8
0
1
2
7
9
1
2
8
1
1
2
8
2
4
'' S
4
'' S
4
'' S
4
'' S
4
'' S
CO
CO
6
''
S
T
6
''
S
T
6
''
S
T
6
''
S
T
4
''
D
T
4
''
D
T
4
''
D
T
4
''
D
T
CO
1281
1
2
8
2
1281
1
2
8
2
1
2
8
2
1
2
8
3
0
+
0
0
1
+
0
0
1+
85
BP=0+00.00
EP=1+85.03
PI=1+77.56
PI=1+72.54
3+10
0+00
1+00
2+00
3+00
BP=0+00.00
EP
=3+
10.23
PI=1+80.92
PI=0+14.99
0+00
1
+
0
0
2
+
0
0
2+
14
BP=0+00.00
EP=2+13.70
PI=0+52.15
PC=1+94.22
PT=2+08.48
1282
1282
ST
6'' S
T
6'' S
T
6'' S
T
0+00
1
+
0
0
1
+
7
8
BP=0+00.00
PC=0+09.93
PT=0+16.11
EP=1+78.13
ST
PROPOSED
BUILDING
FFE = 1283.00
X
X
X
X
X
X
X
X
X
X
1270
1275
1280
1285
1290
1270
1275
1280
1285
1290
EG
1
27
9.8
7
EG
1
28
0.2
1
EG
1
28
0.2
3
EG
1
28
0.2
5
EG
1
28
0.3
1
EG
1
28
0.3
3
EG
1
28
0.5
0
EG
1
28
0.7
6
FG
1
28
0.8
6
EG
1
28
0.6
9
FG
1
28
1.0
8
6' M
IN
. C
OV
ER
208 LF - 2" DIA. WATER SERVICE LINE
S = POSITIVE GRADE
ST
A. 0
+00
IN
V. E
L =
1
273
.7
2
(F
IL
ED
V
ER
IF
Y)
CO
NN
EC
T T
O E
XIS
TIN
G 6"
WA
TE
RM
AIN
ST
A. 2+
13
BLD
G
ST
A. 2+
08
CU
RB
S
TO
P
6' M
IN
. C
OV
ER
PROPOSED
GRADE
EXISITNG
GRADE
1260
1265
1270
1275
1280
1285
1290
1260
1265
1270
1275
1280
1285
1290
EG
1
27
9.6
8
EG
1
28
0.1
7
EG
1
28
0.2
4
EG
1
28
0.2
0
EG
1
28
0.3
4
EG
1
28
0.4
6
FG
1
28
0.5
7
EG
1
28
0.5
3
FG
1
28
1.9
3
EG
1
28
0.7
2
FG
1
28
2.5
7
180 L
F -
4" D
IA. P
VC
SE
W
ER
PIP
E
S =
2.7
9%
ST
A. 0
+2
3 - 6
" D
IA
. W
AT
ER
MA
IN
IN
V. E
L =
1
27
3.6
5 (F
IE
LD
V
ER
IF
Y)
ST
A. 1
+7
2
1 E
A. - 4
" D
IA
. 45
D
EG
B
EN
D
ST
A. 0
+0
0
RIM
E
L =
1
27
9.6
8
IN
ST
AL
L M
AN
HO
LE
M
OD
IF
IC
AT
IO
N-
DR
OP
M
AN
HO
LE
(R
EF
ER
T
O D
ET
AIL
S)
ST
A. 1
+4
2 - C
LE
AN
OU
T
RIM
E
L =
1
28
1.3
3
(M
AT
CH
P
RO
PO
SE
D S
UR
FA
CE
)
1 E
A. - 4
" D
IA
. 45
D
EG
B
EN
D
ST
A. 1
+8
0
BL
DG
S
TU
BO
UT
ST
A. 1
+8
5
BL
DG
IN
V E
L =
1
27
6.7
3
INV EL (W) = 1264.08
INV EL (S) = 1263.98
INV EL (E) = 1271.70
TRANSITION
COUPLING
ST
A. 0
+5
0 - 6
" D
IA
. S
TO
RM
P
IP
E
IN
V. E
L =
1
27
7.1
2 (P
RO
PO
SE
D)
ST
A. 0
+6
3 - 4
" D
IA
. U
ND
ER
DR
AIN
IN
V. E
L =
1
27
6.5
2 (P
RO
PO
SE
D)
PROPOSED
GRADE
EXISITNG
GRADE
ST
A. 1
+7
7
1270
1275
1280
1285
1290
1295
1270
1275
1280
1285
1290
1295
EG
1
27
8.8
4
EG
1
27
9.5
9
EG
1
28
0.2
0
EG
1
28
0.2
4
EG
1
28
0.2
0
EG
1
28
0.3
1
FG
1
28
0.5
7
EG
1
28
0.5
9
FG
1
28
1.3
6
EG
1
28
0.8
1
FG
1
28
2.5
7
EG
1
28
1.3
4
FG
1
28
2.8
7
EG
1
28
1.1
1
FG
1
28
2.8
8
EG
1
28
1.0
7
FG
1
28
2.9
0
EG
1
28
0.9
9
FG
1
28
2.9
1
EG
1
28
1.3
5
FG
1
28
2.9
4
179 LF - 4" DIA. UNDERDRAIN
STORM PIPE
S = 0.84%
INV ELEV (S,W) = 1275.85
INV ELEV (N) = 1276.40 (6" STORM)
1276.00 (4" UNDERDRAIN)
ST
A. 0
+50
- 6
" D
IA
. W
AT
ER
MA
IN
IN
V. E
L =
1
27
3.65
(F
IE
LD
V
ER
IF
Y)
IN
V E
L =
1
27
7.5
0
RE
FE
R T
O S
TR
UC
T/
AR
CH
P
LA
NS
CO
NN
EC
T T
O
PE
RIM
ET
ER
D
RA
IN
TIL
E
ST
A. 0+
00
RIM
E
L =
1
27
8.8
5
CO
NN
EC
T T
O E
XIS
TIN
G A
RE
A IN
LE
T
ST
A. 0+
80
- 4
" D
IA
. S
AN
IT
AR
Y S
EW
ER
IN
V. E
L =
1
27
9.0
0 (P
RO
PO
SE
D)
130 LF - 6" DIA.
STORM PIPE
S = 0.74%181 L
F -
6"
DIA
.
ST
OR
M P
IPE
S =
1.1
7%
INV ELEV (N,W) = 1278.50
INV ELEV (S) = 1279.00
INV ELEV (E) = 1279.36
ST
A. 1+
80 - 24
" D
IA
. S
TO
RM
M
AN
HO
LE
RIM
E
L =
12
82
.8
9
CO
NN
EC
T T
O R
OO
F D
RA
IN
R
IS
ER
6" X
6" T
EE
CO
NN
EC
T T
O R
OO
F D
RA
IN
R
IS
ER
6" X
6" T
EE
6" D
IA
. 4
5 D
EG
RE
E B
EN
D
PROPOSED
GRADE
EXISITNG
GRADE
CO
NN
EC
T T
O R
OO
F D
RA
IN
R
IS
ER
2 E
A. - 6" D
IA
. 4
5 D
EG
RE
E B
EN
D
CO
NN
EC
T T
O R
OO
F D
RA
IN
R
IS
ER
6" X
6
" T
EE
10 LF - 6" DIA.
STORM SEWER
S = 1.00%
CO
NN
EC
T T
O R
OO
F D
RA
IN
R
IS
ER
2 E
A. - 6" D
IA
. 45
D
EG
RE
E B
EN
D
-0+25 0+00 1+00 2+00 3+00
-0+25 0+00 1+00 2+00
-0+25 0+00 1+00 2+00
F:\2
24
01
-0
0\D
esig
n P
ha
se
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ca
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ivil P
la
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he
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9/2
01
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REV.
DRAWN BY:
JOB NO :
DATE :
CHECKED BY:
DESIGNED BY:
DATE DESCRIPTION
SHEET NO. :
SHEET TITLE :
PROJECT TITLE :
PROJECT LOCATION :
14 W. Main St. Suite A
Vermillion, South Dakota 57069
Tel: 605-692-6342
Toll Free: 1-855-323-6342
www.bannerassociates.com
1"1/2"0
SCALE REDUCTION BAR
OSE #T2215--15X
CONTRACT
MANAGEMENT BY
OFFICE OF THE
STATE ENGINEER
KRISTI
HONEYWELL, PE.,
STATE ENGINEER
9603
SDDOT
HEATED
TRUCK
STORAGE
BUILDING
YANKTON
SOUTH DAKOTA
YSR
NCE
RSU
22401.00
SEPTEMBER, 2016
2.3R
UTILITY
PLAN
40'20'010'20'
GRID BEARING
HORIZONTAL DATUM:
- CITY OF YANKTON COORDINATE SYSTEM
VERTICAL DATUM:
- NAVD 88
BASIS OF BEARING: GEODETIC NORTH
ALL DIMENSIONS SHOWN ARE IN
TERMS OF U.S. SURVEY FEET
PROPOSED WATER SERVICE PROFILE 1
PROPOSED SANITARY SERVICE PROFILE 2
PROPOSED STORM SEWER/DRAIN TILE PROFILE 3
1
2
3
1. IT IS UNDERSTOOD AND AGREED THAT THE CONTRACTOR HAS CONSIDERED IN THE BID THE PERMANENT AND TEMPORARY UTILITY
APPURTENANCES IN THEIR PRESENT OR RELOCATED POSITIONS AS SHOWN ON THE PLANS. ADDITIONAL COMPENSATION WILL NOT BE
ALLOWED FOR DELAYS, INCONVENIENCES OR DAMAGE SUSTAINED DUE TO INTERFERENCE FROM THE UTILITY APPURTENANCES OR THE
OPERATION OF MOVING THEM.
2. IT IS ANTICIPATED THAT EXCAVATION IN AREAS ADJACENT TO AND/OR PARALLEL TO OTHER UNDERGROUND UTILITIES WILL NECESSITATE
THE USE OF A TRENCH BOX OR SHORING IN ORDER TO PROTECT SAID UTILITIES.
3. TRENCH SURFACE RESTORATION :
(a.) GRASS AREAS SHALL HAVE TOPSOIL STRIPPED AND STOCKPILED IN ACCORDANCE WITH THE SPECIFICATIONS AND PLAN DETAILS.
REPLACE TOPSOIL AFTER BACKFILL IS COMPLETED. SEED IN ACCORDANCE WITH THE PROJECT MANUAL.
(b.) ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO SAME ELEVATIONS AS PRIOR TO CONSTRUCTION.
(c.) GRAVEL SURFACED AREAS SHALL BE RESURFACED IN ACCORDANCE WITH THE PROJECT MANUAL AND AS SHOWN ON THE
DRAWINGS.
(d.) TRENCHES IN BITUMINOUS SURFACED AREAS SHALL BE RESURFACED AS SHOWN IN THE DETAIL.
4. ALL UTILITY TRENCHES CROSSING ROADS AND DRIVEWAYS SHALL BE BACKFILLED, RESTORED AND REOPENED TO TRAFFIC ON THE THE
SAME DAY THEY ARE EXCAVATED.
5. ALL GRAVITY SEWER PIPE SHALL BE INSTALLED SUCH THAT THE BELLS ARE ON THE UPSTREAM END. PLASTIC PLUG SHALL BE INSERTED
IN THE END OF EACH BELL AFTER LAYING THE PIPE TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE.
6. WATER PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 6 FEET. CONTRACTOR SHALL EXPOSE EXISTING UTILITIES AT CROSSINGS
WITH NEW WATER PIPE AN ADEQUATE DISTANCE IN FRONT OF CONSTRUCTION IN ORDER TO TRANSITION OVER AND/OR UNDER SAID
EXISTING UTILITIES.
7. DISPOSING OF HEAVILY CHLORINATED WATER:
THE ENVIRONMENT TO WHICH THE CHLORINATED WATER FROM DISINFECTION IS TO BE DISCHARGED (INCLUDING POINT OF STORM
SEWER DISCHARGE) SHALL BE INSPECTED. IF THERE IS ANY QUESTION THAT THE CHLORINATED DISCHARGE WILL CAUSE DAMAGE TO
THE ENVIRONMENT, INCLUDING CREEKS, STREAMS, RIVERS, PONDS OR LAKES THAT SUPPORT AQUATIC LIFE, THEN A REDUCING AGENT
SHALL BE APPLIED TO THE WATER TO BE WASTED TO NEUTRALIZE THOROUGHLY THE CHLORINE RESIDUAL REMAINING IN THE WATER.
CONTACT SD DENR SURFACE WATER QUALITY PROGRAM AT 1-800-773-3351 FOR MORE INFORMATION.
8. THE CONTRACTOR MAY BE REQUIRED TO HAVE THE PROPER TRANSITION COUPLINGS ON HAND TO MAKE THE CONNECTIONS TO THE
DIFFERENT TYPE OF PIPE MATERIALS IF NEEDED.
GENERAL CONSTRUCTION NOTES:
3 10/19/16 WATER SERV. CONNECT
4609 S. Techlink Circle Sioux Falls, SD 57106 Ph: (605) 362-3753 Fax (605) 362-3759
SIOUX FALLS
ADDENDUM #3
RAPID CITY, SD SIOUX FALLS, SD BISMARCK, ND CASPER, WY CEDAR RAPIDS, IA
Date: October 19, 2016 To: Tim Fonder Banner Associates, Inc 2307 West 57th Street, Suite 102 Sioux Falls, SD 57108 From: Isaac Anderson P. E./ Sara Norstrom WPE#: BS16058 Project: SDDOT Heated Truck Storage Building Location: Yankton, SD TO: All prime contract bidders and all others to whom Drawings and Specifications have been issued by the Engineer. Acknowledge
receipt of the Addendum by inserting its number and date on the Bid Form. Failure to do so may subject bidder to disqualification. This Addendum forms a part of the Contract Documents. It modifies them as follows:
SHEET 15.2 1. Delete new water meter from the project. Building will be metered from the existing meter pit. The backflow
preventer will remain in the project. SHEET 15.4 1. On the Water Meter Piping Detail remove the water meter, the backflow preventer and all other accessories
shown to remain. SHEET 18.3 1. See Specific Riser Notes for One-line Diagram:
a. Eliminate the following from Specific Note 3: Provide 1 inch rigid steel conduit. b. Clarification: NorthWestern Energy will direct meter on the building. No CT’s are required.
END OF ADDENDUM