EAPC Project 20195150 Addendum No. 4 1 ADDENDUM Addendum # 4 Date Issued 03.11.2020 Project Name | Job # Fire Station No. 5 20195150 Bid Date | Time Thursday, March 19, 2020 11:00am THIS ADDENDUM AMENDS AND BECOMES PART OF THE CONTRACT DOCUMENTS FOR EAPC PROJECT 20195150 – FIRE STATION NO. 5, DATED 02/19/2020, RESPECTIVELY. EACH BIDDER SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM BY MARKING THE ADDENDUM NUMBER AND DATE ON THE BID FORM. SPECIFICATIONS 27 5116 ADD 1.2.11 CD player 27 5116 ADD AM/FM tuner and antenna 27 5116 CHANGE 3.1.A to read Wiring Methods: Install cables in conduit except above lay-in ceilings, within consoles, cabinets, desk, and counters. Conceal conduit except in unfinished spaces. Use plenum rated cable. DRAWINGS C201 REPLACE drawing with attached drawing. C202 REPLACE drawing with attached drawing. C203 REPLACE drawing with attached drawing. C204 REPLACE drawing with attached drawing. C604 REPLACE drawing with attached drawing. C605 REPLACE drawing with attached drawing. E100 CHANGE reference to Drawing E101 in Addendum #2 to Drawing E100.
Transcript
EAPC Project 20195150 Addendum No. 4 1
ADDENDUM
Addendum # 4 Date Issued 03.11.2020
Project Name | Job # Fire Station No. 5 20195150
Bid Date | Time Thursday, March 19, 2020 11:00am
THIS ADDENDUM AMENDS AND BECOMES PART OF THE CONTRACT DOCUMENTS FOR EAPC
PROJECT 20195150 – FIRE STATION NO. 5, DATED 02/19/2020, RESPECTIVELY. EACH BIDDER
SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM BY MARKING THE ADDENDUM NUMBER
AND DATE ON THE BID FORM.
SPECIFICATIONS
27 5116 ADD 1.2.11 CD player
27 5116 ADD AM/FM tuner and antenna
27 5116 CHANGE 3.1.A to read Wiring Methods: Install cables in conduit except
above lay-in ceilings, within consoles, cabinets, desk, and counters.
Conceal conduit except in unfinished spaces. Use plenum rated cable.
DRAWINGS
C201 REPLACE drawing with attached drawing.
C202 REPLACE drawing with attached drawing.
C203 REPLACE drawing with attached drawing.
C204 REPLACE drawing with attached drawing.
C604 REPLACE drawing with attached drawing.
C605 REPLACE drawing with attached drawing.
E100 CHANGE reference to Drawing E101 in Addendum #2 to Drawing E100.
EAPC Project 20195150 Addendum No. 4 2
ADDENDUM continued
ATTACHMENTS
Plan Holders List C201 C202 C203 C204 C604 C605 END OF ADDENDUM NO. 4
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36" RCP36" RCP
8" PVC
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18" CMP(PLUGGED)
27T
H S
T N
W
4TH AVE NW
10" PVC
EX SSMH
RIM ELEV. = 1599.70
INV E = 1584.40
INV S = 1584.45
INV N = 1584.75
EX SSMH
RIM ELEV. = 1583.95
INV W = 1574.15
INV E = 1573.95
EX SSMH
RIM ELEV. = 1597.62
INV: 1580.12
INV: 1580.08
INV: 1580.16
EX WMMH
RIM ELEV. = 1599.37
TOP PIPE ELEV: 1587.42
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All plans, specifications, computer files, field data, notes and other
documents and instruments prepared by EAPC as instruments of
service shall remain the property of EAPC. EAPC shall retain all
common law, statutory and other reserved rights, including the
copyright thereto.
DRAWING TITLE
CHECKED BY:
DRAWN BY:
COPYRIGHT:
TT
JK
TELE FAX
Grand Forks NDWilliston NDBemidji MN
Fargo NDMinot NDBuenos Aires ARG
Bismarck NDNorwich VT
300 3rd Avenue SW, Suite A, Minot ND 58701
701.839.4547 701.839.4545
Sioux Falls SDSt. Paul MN Fort Collins CO Phoenix AZ
DESCRIPTION DATE
CITY OF MINOT
FIRE STATION NO. 5
MARK
CLIENT
PROJECT DESCRIPTION
CITY
STATE
ISSUE DATES
PROJECT NO: 20195150
MINOT
ND
SEDIMENT &
EROSION CONTROL
PLAN
C201
HTRON
0
Scale in Feet
20
TT
JK
SILT FENCE / PROJECT LIMITS
WO
CONCRETE WASHOUT
CONSTRUCTION ENTRANCE
HYDRO-MULCH SEEDING W/BONDED FIBER
MATRIX OR EROSION CONTROL MAT
COVER SEEDING
LEGEND
TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:1. CONTRACTOR SHALL OBTAIN COVERAGE UNDER "AUTHORIZATION TO DISCHARGE
UNDER THE NORTH DAKOTA POLLUTANT DISCHARGE ELIMINATION SYSTEM" PRIORTO CONSTRUCTION, PERMIT NO. NDR10-000, HEREAFTER REFERRED TO AS THE"STATES CONSTRUCTION GENERAL PERMIT". WITH THIS EROSION CONTROL PLAN,THE ENGINEER HAS MADE AN ATTEMPT TO DESIGN A PLAN THAT REDUCES THEDISCHARGES OF STORM WATER POLLUTANTS FROM THE SITE. THE OWNER HASOBTAINED COVERAGE UNDER "AUTHORIZATION TO DISCHARGE UNDER THE NORTHDAKOTA POLLUTANT DISCHARGE ELIMINATION SYSTEM" (HEREAFTER REFERREDTO AS THE STATE'S CONSTRUCTION GENERAL PERMIT). THE CONTRACTOR SHALLADHERE TO ALL PROVISIONS OF THE SWPPP. THE CONTRACTOR SHALL AMENDTHE SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, OR MAINTENANCE WHICH HAS A SIGNIFICANT EFFECT ON THEPOTENTIAL FOR THE DISCHARGE OF POLLUTANTS TO WATERS OF THE STATE. THESWPPP SHALL ALSO BE AMENDED IF THE PLAN IS FOUND TO BE INEFFECTIVE INCONTROLLING POLLUTANTS PRESENT IN STORM WATER. ALL COSTS FORSUBMITTING OR AMENDING SWPPP WITH THE STATE ARE INCIDENTAL TO THECONTRACT.
2. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ALL LOCAL, STATE,AND FEDERAL REGULATORIONS AND PERMITS. IF EROSION, SEDIMENTATION, ORDISTURBANCE OCCURS DUE TO NON-COMPLIANCE WITH ANY OF THESE PERMITSOR REGULATIONS, CONTRACTOR SHALL RESTORE IMPACTED AREAS AT NO COSTTO THE OWNER. IF NON-COMPLIANCE WITH REGULATIONS AND PERMITS OCCURS,CONTRACTOR SHALL AT NO ADDITIONAL COST TO THE OWNER:
A.CONTACT THE AUTHORITIES HAVING JURISDICTION;
B.REMOVE SEDIMENT AND RESTORE IMPACTED AREAS TO THE SATISFACTION OFTHE OWNER AND THE AUTHORITIES HAVING JURISDICTION;
C.INSTALL OR CORRECT PREVENTATIVE MEASURES TO TEH SATISFACTION OFTHE AUTHORITIES HAVING JURISDICTION;
D.PAY ANY FINES OR OTHER ADDITIONAL REQUIREMENTS OF THE AUTHORITIESHAVING JURISDICTION; AND
E.MEET THE CONTRACT SCHEDULE FOR PROJECT COMPLETION.
4. ALL TEMPORARY PERIMETER EROSION AND SEDIMENT CONTROL DEVICES, SUCHAS SILT FENCE AND CONSTRUCTION ENTRANCES, SHALL BE IN PLACE PRIOR TOBEGINNING ANY CONSTRUCTION ON THE PROJECT. TEMPORARY EROSIONCONTROL AND SEDIMENT DEVICES INTERIOR TO THE SITE, SUCH AS SEDIMENTTRAPS, SHALL BE INSTALLED AS CONSTRUCTION PROGRESSES. THE TEMPORARYEROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED, MONITORED,AND MAINTAINED BY THE CONTRACTOR CONSISTENT WITH THE REQUIREMENTSOF THE STATE'S CONSTRUCTION GENERAL PERMIT UNTIL FINAL TURF COVER HASBEEN ESTABLISHED AND ACCEPTED BY THE CITY AND NOTICE OF TERMINATIONHAS BEEN FILED WITH THE STATE, OR THE SITE HAS BEEN TURNED OVER TO SITECIVIL IMPROVEMENTS CONTRACTOR(S), WHICHEVER COMES FIRST.
5. CONTRACTOR SHALL MAINTAIN EXISTING SITE DRAINAGE AND PROVIDE EROSIONCONTROL MEASURES AT ALL TIMES. STORM WATER AT THE SITE MUST BEMANAGED TO REDUCE THE POTENTIAL FOR SEDIMENT TRANSPORT OFF-SITE.
6. CONTRACTOR SHALL CLEAN AND MAINTAIN ROADWAYS AFFECTED BYCONSTRUCTION ACTIVITIES, INCLUDING HAUL ROUTES, TO THE CONDITION THEYWERE IN PRIOR TO THE START OF CONSTRUCTION ON A DAILY BASIS, OR ASNEEDED.
7. SILT FENCE (UNSUPPORTED AND SUPPORTED) SHALL BE INSTALLED IN AREASINDICTED ON DRAWINGS AND AROUND ALL TOPSOIL AND SUBSOIL STOCKPILESCREATED BY CONTRACTOR (NOT SHOWN ON DRAWINGS).
8. ALL OTHER TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS SHALL BE ASSHOWN ON THE DRAWINGS.
9. TEMPORARY STABILIZE EXPOSED AREAS WHERE CONSTRUCTION ACTIVITY HASTEMPORARILY CEASED CONSISTENT WITH THE STATE'S CONSTRUCTION GENERALPERMIT.
10. CONTRACTOR SHALL REMOVE AND REINSTALL CONSTRUCTION FENCE AND SILTFENCE AS MANY TIMES AS NEEDED FOR CONSTRUCTION AND NO ADDITIONALCOMPENSATION WILL BE MADE FOR SUCH WORK.
11. CONTRACTOR SHALL PROVIDE CONCRETE TRUCK WASH-OUT AREA AS NEEDED ATA LOCATION APPROVED BY THE OWNER. CLEANUP AND REMOVAL OF WASH-OUTDEBRIS SHALL BE AT THE CONTRACTOR'S EXPENSE.
12. INLET PROTECTION SHALL BE PLACED AT ALL STORM WATER INLETS THAT MAYRECEIVE TRACKED SEDIMENT FROM CONSTRUCTION ACTIVITIES TO PREVENTSEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO TEMPORARYOR PERMANENT STABILIZATION OF THE DISTURBED AREAS.
13. CONTRACTOR WILL BE REQUIRED TO INSTALL A TEMPORARY ROCKCONSTRUCTION ENTRANCE FROM 4TH AVENUE NW TO ACCESS THE SITE.
14. ALL EROSION PREVENTION AND SEDIMENT CONTROL DEVICES MUST BE REPAIRED,REPLACED OR SUPPLEMENTED WHEN THEY BECOME NON-FUNCTIONAL OR THESEDIMENT REACHES 1/3 OF THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BEMADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONSALLOW.
15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BEREMOVED ONCE THE NOTICE OF TERMINATION HAS BEEN FILED WITH THE STATEOR REMAIN IN PLACE IF THE SITE IS TURNED OVER TO SITE CIVIL CONTRACTOR(S),WHICHEVER COMES FIRST. SITE DISTURBANCE CAUSED BY REMOVAL OF THESEPRACTICES SHALL BE RESTORED CONSISTENT WITH THE SURFACE RESTORATIONREQUIREMENTS SHOWN ON THE DRAWINGS. COSTS FOR RESTORATION SHALL BEAT CONTRACTOR'S EXPENSE.
WO
2
CD CONSTRUCTION DOCUMENTS02/19/20
1 ADDENDUM 1 02/28/20
2 ADDENDUM 3 03/09/20
FND PCAP / WOLD ENG PLS 6134
FND PCAP / WOLD ENG PLS 6134
FND PCAP / WOLD ENG PLS 6134
FND PCAP / RLS 2391
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W W
WW
EX WMMH
RIM ELEV. = 1599.37
TOP PIPE ELEV: 1587.42
8" PVC
8" P
VC
6" P
VC
36" RCP36" RCP
8" PVC
SD SD SD SD
GG
GG
GG
GG
GG
GG
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GG
GG
GG
G
18" CMP(PLUGGED)
27T
H S
T N
W
4TH AVE NW
10" PVC
EX SSMH
RIM ELEV. = 1599.70
INV E = 1584.40
INV S = 1584.45
INV N = 1584.75
EX SSMH
RIM ELEV. = 1583.95
INV W = 1574.15
INV E = 1573.95
EX SSMH
RIM ELEV. = 1597.62
INV: 1580.12
INV: 1580.08
INV: 1580.16
8" PVC
SSSS SSSS
SD SD SD SD SD SD
WWWWW
WW
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PROPOSED BUILDING
FFE: 1591.18
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All plans, specifications, computer files, field data, notes and other
documents and instruments prepared by EAPC as instruments of
service shall remain the property of EAPC. EAPC shall retain all
common law, statutory and other reserved rights, including the
copyright thereto.
DRAWING TITLE
CHECKED BY:
DRAWN BY:
COPYRIGHT:
TELE FAX
Grand Forks NDWilliston NDBemidji MN
Fargo NDMinot NDBuenos Aires ARG
Bismarck NDNorwich VT
300 3rd Avenue SW, Suite A, Minot ND 58701
701.839.4547 701.839.4545
Sioux Falls SDSt. Paul MN Fort Collins CO Phoenix AZ
DESCRIPTION DATE
CITY OF MINOT
FIRE STATION NO. 5
MARK
CLIENT
PROJECT DESCRIPTION
CITY
STATE
ISSUE DATES
PROJECT NO: 20195150
MINOT
ND
SITE PLAN
C202
HTRON
0
Scale in Feet
20
TT
JK
PAVING LEGEND
HEAVY DUTY BITUMINOUS PAVEMENT PER DETAIL 1/C604
CONCRETE PAVEMENT PER DETAIL 1/C604
CONCRETE SIDEWALK
SIGNING LEGEND
SIGN CALL OUT NUMBER DESCRIPTION
SIZE (INCHES)
R7-8
ACCESSIBLE
PARKING
12" X 18"
R7-8APR
VAN
ACCESSIBLE
12" X 6"
2
1
42.0'
26.0'
6 S
PA
CE
S @
10
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5
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'
47.0'
5.0'
±11.7'
R5.0'
R22.0'
R5.0'
R5.0'
93.8'
29.8'
135.7'
64
.7
'
21
42.0'
18.0'
1
8
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0
'
REINSTALL STOP SIGN
REINSTALL SPEED LIMIT SIGN
CONSTRUCTION NOTES
WIDEN EXISTING 27TH ST NW TO STANDARD CITY OF
MINOT RESIDENTIAL STREET SECTION. REFER TO CITY
PLATE NO. STR-14
INSTALL CONCRETE SIDEWALK PER CITY PLATE NO. STR-7
REPLACE ASPHALT REMOVED FOR WATER SERVICE
CONNECTION PER CITY PLATE NO. STR-14
CONCRETE STOOP/APRON. REFER TO STRUCTURAL
THICKENED EDGE SIDEWALK. REFER TO DETAIL 5/C604
STANDARD CONCRETE SIDEWALK. REFER TO DETAIL
4/C604
GENERATOR/TRANSFORMER PADS. REFER TO ELECTRICAL
FLAGPOLE. REFER TO DETAIL 1/C605
3" RIP RAP SWALE OVER GEOTEXTILE FABRIC FROM PIPE
OUTLETS TO MANHOLE OUTLET STRUCTURE
SCREEN WALLS. REFER TO STRUCTURAL
4" HEIGHT CONCRETE CURB AND GUTTER PER DETAIL
6/C604
4" YELLOW PARKING STALL STRIPING PER NDDOT
STANDARD SPECIFICATIONS, TYP.
4" BLUE ADA PARKING STALL, SYMBOL, AND AISLE
STRIPING PER NDDOT STANDARD SPECIFICATIONS, TYP.
MECHANICAL UNIT. REFER TO MECHANICAL
CONCRETE BOLLARD. REFER TO DETAIL 2/C605
CONCRETE BEAUTY RING. REFER TO DETAIL 2/C604
CONTROL JOINTS, TYP.
LANDSCAPE ROCK. 3-4" COBBLE OVER GEOTEXTILE
LANDSCAPING FABRIC
CURB RAMP. SEE DETAIL 4/C605
CURB RAMP. SEE DETAIL 5/C605
CITY OF MINOT RIGHT-OF-WAY PERMIT REQUIRED PRIOR
TO PERFORMING ANY WORK WITHIN THE CITY OF MINOT
RIGHT-OF-WAY
6" CONCRETE CURB AND GUTTER PER DETAIL 7/C604
10' x 8' AREA OF 3" RIP RAP OVER GEOTEXTILE FABRIC
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GENERAL NOTES
COORDINATE SYSTEM: US STATE PLANE NAD 83, NORTH DAKOTA NORTH ZONE,
INTERNATIONAL FEET.
VERTICAL DATUM: NAVD 88
FIELD SURVEY WORK PERFORMED BETWEEN 10/24/19 & 10/31/19
INFORMATION FOR UNDERGROUND UTILITY LOCATIONS WAS COMPILED FROM A
NORTH DAKOTA ONE-CALL LOCATE REQUEST, DRAWING FILES PROVIDED BY
CITY OF MINOT ENGINEERING, AND VISUAL INSPECTION OF GROUND LEVEL
FEATURES IN THE FIELD. ADDITIONAL UNMARKED UTILITIES MAY BE PRESENT
WITHIN THE SURVEY AREA.
LEGAL DESCRIPTION OF THE SUBJECT PROPERTY:
LOT 1 OF ST. JOHN'S SECOND ADDITION, TO THE CITY OF MINOT, NORTH DAKOTA.
ZONING OF THE SUBJECT PROPERTY: "P" PUBLIC ZONE
ADDRESS OF THE SUBJECT PROPERTY: 2611 4TH AVE NW, MINOT, ND
OWNER OF THE SUBJECT PROPERTY: CITY OF MINOT FIRE DEPARTMENT
2111 10TH ST SW, MINOT, ND
1.)
2.)
3.)
4.)
5.)
6.)
7.)
93.8'
135.8'
105.6'
131.5660'
44.0'
122.0072'
PERVIOUS/IMPERVIOUS DATA
PERVIOUS IMPERVIOUS
AREA (SF)
PERCENTAGE
AREA (SF)
PERCENTAGE
PRE-DEVELOPMENT65,335
100% 0 0%
POST-DEVELOPMENT
4704372%
18,29228%
21
21
CD CONSTRUCTION DOCUMENTS02/19/20
1 ADDENDUM 1 02/28/20
2 ADDENDUM 3 03/09/20
22
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22
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2
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23
9
AutoCAD SHX Text
RESERVED
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
VAN
AutoCAD SHX Text
ACCESSIBLE
FND PCAP / WOLD ENG PLS 6134
FND PCAP / WOLD ENG PLS 6134
FND PCAP / WOLD ENG PLS 6134
FND PCAP / RLS 2391
SSSS
SSSS
SSSS
SSSS
SSSS
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SSSS
SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SD
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SDSD
SDSD
SDSD
WM / LOCATE MARK
SSSS
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W W W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
W W
WW
EX WMMH
RIM ELEV. = 1599.37
TOP PIPE ELEV: 1587.42
8" PVC
8" P
VC
6" P
VC
36" RCP36" RCP
8" PVC
SD SD SD SD
GG
GG
GG
GG
GG
GG
G
GG
GG
GG
G
18" CMP(PLUGGED)
27T
H S
T N
W
4TH AVE NW
10" PVC
EX SSMH
RIM ELEV. = 1599.70
INV E = 1584.40
INV S = 1584.45
INV N = 1584.75
EX SSMH
RIM ELEV. = 1583.95
INV W = 1574.15
INV E = 1573.95
EX SSMH
RIM ELEV. = 1597.62
INV: 1580.12
INV: 1580.08
INV: 1580.16
8" PVC
SSSS SSSS
SD SD SD SD SD SD
WWWWW
WW
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD SD
PROPOSED BUILDING
FFE: 1591.18
Plo
t D
ate:29-M
ay-08
File Lo
catio
n:D
raw
in
g2.d
wg
All plans, specifications, computer files, field data, notes and other
documents and instruments prepared by EAPC as instruments of
service shall remain the property of EAPC. EAPC shall retain all
common law, statutory and other reserved rights, including the
copyright thereto.
DRAWING TITLE
CHECKED BY:
DRAWN BY:
COPYRIGHT:
TELE FAX
Grand Forks NDWilliston NDBemidji MN
Fargo NDMinot NDBuenos Aires ARG
Bismarck NDNorwich VT
300 3rd Avenue SW, Suite A, Minot ND 58701
701.839.4547 701.839.4545
Sioux Falls SDSt. Paul MN Fort Collins CO Phoenix AZ
DESCRIPTION DATE
CITY OF MINOT
FIRE STATION NO. 5
MARK
CLIENT
PROJECT DESCRIPTION
CITY
STATE
ISSUE DATES
PROJECT NO: 20195150
MINOT
ND
UTILITIES PLAN
C203
HTRON
0
Scale in Feet
20
TT
JK
WATER, SANITARY, AND STORM SEWER GENERAL NOTES
1. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF
BUILDING WATERMAIN AND SANITARY SEWER SERVICE CONNECTIONS
WITH BUILDING MECHANICAL. LOCATIONS SHOWN ON PLANS ARE
APPROXIMATE.
2. RESTRAIN ALL FITTINGS, VALVES, AND PIPE PER THE RESTRAINT TABLE.
3. ALL PIPE FITTINGS, VALVES, AND APPURTENANCES SHALL BE
RESTRAINED BY MECHANICAL MEANS. CONTRACTOR SHALL INSTALL
FULL STICK OF PIPE ON EACH SIDE OF FITTINGS AND APPURTENANCES
WHEN POSSIBLE. THE CONTRACTOR SHALL CONSULT THE RESTRAINT
MANUFACTURER OR INSTALLATION GUIDELINES.
4. WATERMAIN JOINTS SHALL BE RESTRAINED AT THE LOCATIONS AND TO
THE LENGTHS SHOWN ON THE RESTRAINT TABLE. JOINT RESTRAINT
LENGTHS ARE A FUNCTION OF THE PIPE SIZE, THE INTERNAL PRESSURE,
DEPTH OF COVER, THE CHARACTERISTICS OF THE SOIL SURROUNDING
THE PIPE AND WHETHER THE PIPE IS POLYETHYLENE ENCASED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LENGTH
OF PIPE THAT MUST BE RESTRAINED ON EACH SIDE OF ALL FITTING,
VALVES, APPURTENANCES AND DEFLECTION IF CONSTRUCTION
DEVIATES FOR THE SE DRAWINGS. THE CONTRACTOR SHALL CONSULT
THE JOINT RESTRAINT MANUFACTURE FOR INSTALLATION GUIDELINES.
5. OFFSET OR DEFLECT PIPE JOINTS AS NECESSARY TO ACHIEVE PIPE
GRADE. MAXIMUM DEFLECTION PER MANUFACTURING
RECOMMENDATIONS.
6. TRACER WIRE SHALL BE INSTALLED ON ALL INSTALLED PIPELINES.
7. WATER AND SANITARY SEWER MAINS SHALL BE INSTALLED A MINIMUM
DEPTH OF 8.5 FEET BELOW FINISH GRADE MEASURED TO THE TOP OF
THE PIPE. PIPE SHALL BE INSULATED PER CITY PLATE NO. BED-5 WHERE
THERE IS NOT 8.5 FEET OF COVER OVER PIPE.
8. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN ALL
WATER AND SEWER CROSSINGS.
9. CONNECT TO EX. 6" PVC WATER MAIN. CONTRACTOR TO SUPPLY AND
INSTALL MATERIALS. CITY OF MINOT TO PERFORM HOT TAPPING
OPERATION
10. STORM SEWER PIPE TO BE ADS N-12 DUAL WALL CORRUGATED HDPE,
OR APPROVED EQUIVALENT
PIPE RESTRAINT LENGTH TABLE
6-INCH PVC WATERMAIN
VALVE/DEADEND 62'
90° BEND 23'
NOTES:
1. PIPE SHALL BE RESTRAINED EACH SIDE OF BENDS, TEES AND VALVES
TO THE LENGTHS SHOWN IN THE TABLE.
2. RESTRAINT LENGTHS SHOW ARE BASED ON THE FOLLOWING
CRITERIA:
A. PIPE MATERIAL: PVC
B. SOIL TYPE: CL
C. SAFETY FACTOR: 2.0
D. TRENCH TYPE: 4.0
E. DEPTH OF BURY: 8.0 FT
F. TEST PRESSURE: 250 PSI
CONNECT TO EX. 8" PVC
8"x6" WYE
EX. INV. ±1585.18
6" CLEANOUT
INV 1585.46
55LF 6" SDR 35 PVC @ 0.5%
55LF 6" SDR 35 PVC @ 0.76%
4"x6" INCREASER
INV 1585.88
COORDINATE CONNECTIONS
WITH MECHANICAL
SEE GENERAL NOTE 9
126LF 6" C-900 DR-18
6" GATE VALVE
FIRE HYDRANT
83LF
6" C
-900 D
R-18
130LF 18" RCP @ 5.0%
18" RCP FES
INV: 1592.37
18" RCP FES
INV: 1585.78
1
2
3
L
F
6
"
C
-
9
0
0
D
R
-
1
8
18" HDPE FES INV: 1585.50
AREA INLET PER DETAIL 2/C604
RIM: 1589.48 INV: 1586.39
AREA INLET PER DETAIL 2/C604
RIM: 1590.63 INV: 1586.15
AREA INLET PER DETAIL 2/C604
RIM: 1590.50 INV: 1585.84
6
2
L
F
1
8
"
H
D
P
E
@
0
.
5
0
%
6
8
L
F
1
8
"
H
D
P
E
@
0
.
5
0
%
6" GATE VALVE
6"x6" TEE
3LF 6" C-900 DR-18
6"x6" TEE
6" 45° ELBOW
INSULATE PER CITY PLATE NO. BED-5
6"x3" TEE
3" GATE VALVE
19LF 3" IPS SDR9
4
8
L
F
1
8
"
H
D
P
E
@
0
.
5
0
%
36 LF 10" SDR 35 @ 2.00%
END INV: 1586.00
CONNECT TO DOWNSPOUT PER DETAIL 3/C605 INV: 1586.72
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION
MIN. 8.5' COVER
6" GATE VALVE
10LF 6" C-900 DR-18
12" HDPE FES INV: 1583.00
13 LF 12" SDR 35 @ 7.69%
OUTLET STRUCTURE
PER DETAIL 6/C606
CD CONSTRUCTION DOCUMENTS02/19/20
1 ADDENDUM 1 02/28/20
2 ADDENDUM 3 03/09/20
2
2
2
2
FND PCAP / WOLD ENG PLS 6134
FND PCAP / WOLD ENG PLS 6134
FND PCAP / WOLD ENG PLS 6134
FND PCAP / RLS 2391
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SD
SD
SD
SD
SDSD
SDSD
SDSD
WM / LOCATE MARK
SSSS
SSSS
SS
W W W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
W W
WW
EX WMMH
RIM ELEV. = 1599.37
TOP PIPE ELEV: 1587.42
8" PVC
8" P
VC
6" P
VC
36" RCP36" RCP
8" PVC
SD SD SD SD
GG
GG
GG
GG
GG
GG
G
GG
GG
GG
G
18" CMP(PLUGGED)
27T
H S
T N
W
4TH AVE NW
10" PVC
EX SSMH
RIM ELEV. = 1599.70
INV E = 1584.40
INV S = 1584.45
INV N = 1584.75
EX SSMH
RIM ELEV. = 1583.95
INV W = 1574.15
INV E = 1573.95
EX SSMH
RIM ELEV. = 1597.62
INV: 1580.12
INV: 1580.08
INV: 1580.16
8" PVC
SD SD SD SD SD SD
PROPOSED BUILDING
FFE: 1591.18
1
5
9
5
1600
1
5
9
2
1
5
9
3
1
5
9
4
1596
1597
1598
1599
1601
1602
1603
1
6
0
3
1
5
9
0
1
5
9
5
1600
1
5
9
1
1
5
9
2
1
5
9
3
1
5
9
4
1
5
9
6
1
5
9
7
1598
1599
1
6
0
1
1602
1
5
9
1
1
5
9
2
1593
1
5
8
9
.
4
8
1
5
9
0
.
6
3
1
5
9
0
.
5
0
1590
1586
1587
1588
1589
1591
1
5
8
3
1584
2.1%
1.4%
2.1%
3.3%
3.0%
2.0%
3.5%
1.6%
0
.9
%
1
.5
%
0
.
4
%
0
.
5
%
1
.
9
%
1.1%
2.5%
1.9%
3
.8
%
1
.
9
%
3.3%
2.5%
3.6%
2.0%
3.0%
3.5%
3.6%
3.6%
8
.3
%
2
.1
%
13.4%
8
.
8
%
12.3
%
15.1%
1
3
.5
%
8.6%
6.5%
8
.4
%
1
5
.4
%
3
.
1
%
19.0%
1
7
.0
%
1
1
.8
%
6
.
1
%
5
.
5
%
1
2
.6
%
14.5%
1
3
.8
%
3
4
.2
%
33.3%
33.3%
33.3%
3
3
.
3
%
33.4%
1
.
7
%
2
.0
%
2
.3
%
2
.0
%
1
.
4
%
2
.5
%
1
.
0
%
2.0%
2.0%
1.5%
4.0%
4.0%
4.0%
2
.
6
%
2
.
4
%
2
.
8
%
3.5%
5
.1
%
4
.8
%
3
.7
%
3.5%
2.3%
11.5%
14.2%
2
.6
%
2
.
0
%
1
.
7
%
1
.
2
%
1
1
.
3
%
7
.
6
%
1580
1585
1
5
9
0
1595
1600
1
5
7
9
1
5
8
1
1
5
8
2
1
5
8
3
1
5
8
4
1586
1
5
8
7
1
5
8
8
1
5
8
9
1
5
9
1
1
5
9
2
1593
1
5
9
4
1596
1597
1598
1599
1601
1602
1
6
0
3
1
6
0
4
1
5
9
0
1
5
9
5
1
6
0
0
1
5
8
7
1
5
8
8
1
5
8
9
1
5
9
1
1
5
9
2
1
5
9
3
1
5
9
4
1
5
9
6
1
5
9
7
1
5
9
8
1
5
9
9
1
6
0
1
1
6
0
2
1
5
8
5
1
5
8
3
1
5
8
4
1
5
8
0
1
5
8
1
1
5
8
2
1
5
8
3
3
3
.
3
%
2.0%
2.0%
13.4%
15.2%
4.0%
1605
1
6
0
2
1
6
0
3
1604
1
.5
%
1
.
5
%
2
.
0
%
0
.
9
%
3.5%
2.3%
2.1%
1
.
4
%
1
.
6
%
1
.
7
%
1.7%
3
3
.
3
%
3
3
.1
%
2
3
.5
%
2
7
.
3
%
3
3
.
4
%
2
.
8
%
1
5
9
0
1
5
9
5
1
5
9
1
1
5
9
2
1
5
9
3
1
5
9
4
1
5
9
0
1
5
8
5
1
5
8
6
1
5
8
7
1
5
8
8
1
5
8
9
1
5
8
5
1
5
8
5
1
5
8
2
1
5
8
3
1
5
8
4
1
5
8
41
5
8
6
1
5
8
6
1585
1590
1582
1583
1584
1586
1587
1588
1589
1591
1
5
8
5
1
5
8
5
1
5
8
4
1
5
8
6
1
5
8
6
1
.
7
%
1
5
.
4
%
Plo
t D
ate:29-M
ay-08
File Lo
catio
n:D
raw
in
g2.d
wg
All plans, specifications, computer files, field data, notes and other
documents and instruments prepared by EAPC as instruments of
service shall remain the property of EAPC. EAPC shall retain all
common law, statutory and other reserved rights, including the
copyright thereto.
DRAWING TITLE
CHECKED BY:
DRAWN BY:
COPYRIGHT:
TELE FAX
Grand Forks NDWilliston NDBemidji MN
Fargo NDMinot NDBuenos Aires ARG
Bismarck NDNorwich VT
300 3rd Avenue SW, Suite A, Minot ND 58701
701.839.4547 701.839.4545
Sioux Falls SDSt. Paul MN Fort Collins CO Phoenix AZ
DESCRIPTION DATE
CITY OF MINOT
FIRE STATION NO. 5
MARK
CLIENT
PROJECT DESCRIPTION
CITY
STATE
ISSUE DATES
PROJECT NO: 20195150
MINOT
ND
GRADING PLAN
C204
HTRON
0
Scale in Feet
20
TT
JK
GENERAL NOTES
COORDINATE SYSTEM: US STATE PLANE NAD 83, NORTH DAKOTA NORTH ZONE,
INTERNATIONAL FEET.
VERTICAL DATUM: NAVD 88
FIELD SURVEY WORK PERFORMED BETWEEN 10/24/19 & 10/31/19
INFORMATION FOR UNDERGROUND UTILITY LOCATIONS WAS COMPILED FROM A
NORTH DAKOTA ONE-CALL LOCATE REQUEST, DRAWING FILES PROVIDED BY
CITY OF MINOT ENGINEERING, AND VISUAL INSPECTION OF GROUND LEVEL
FEATURES IN THE FIELD. ADDITIONAL UNMARKED UTILITIES MAY BE PRESENT
WITHIN THE SURVEY AREA.
LEGAL DESCRIPTION OF THE SUBJECT PROPERTY:
LOT 1 OF ST. JOHN'S SECOND ADDITION, TO THE CITY OF MINOT, NORTH DAKOTA.
ZONING OF THE SUBJECT PROPERTY: "P" PUBLIC ZONE
ADDRESS OF THE SUBJECT PROPERTY: 2611 4TH AVE NW, MINOT, ND
OWNER OF THE SUBJECT PROPERTY: CITY OF MINOT FIRE DEPARTMENT
2111 10TH ST SW, MINOT, ND
1.)
2.)
3.)
4.)
5.)
6.)
7.)
CD CONSTRUCTION DOCUMENTS02/19/20
1 ADDENDUM 1 02/28/20
2 ADDENDUM 3 03/09/20
EMERGENCY OVERFLOW WEIR
ELEV: 1585.50
2
Plo
t D
ate:29-M
ay-08
File Lo
catio
n:D
raw
in
g2.d
wg
All plans, specifications, computer files, field data, notes and other
documents and instruments prepared by EAPC as instruments of
service shall remain the property of EAPC. EAPC shall retain all
common law, statutory and other reserved rights, including the
copyright thereto.
DRAWING TITLE
CHECKED BY:
DRAWN BY:
COPYRIGHT:
TELE FAX
Grand Forks NDWilliston NDBemidji MN
Fargo NDMinot NDBuenos Aires ARG
Bismarck NDNorwich VT
300 3rd Avenue SW, Suite A, Minot ND 58701
701.839.4547 701.839.4545
Sioux Falls SDSt. Paul MN Fort Collins CO Phoenix AZ
DESCRIPTION DATE
CITY OF MINOT
FIRE STATION NO. 5
MARK
CLIENT
PROJECT DESCRIPTION
CITY
STATE
ISSUE DATES
PROJECT NO: 20195150
MINOT
ND
CONSTRUCTION
DETAILS
C604
TT
JK
6" CONCRETE PAVEMENT
REINFORCE WITH #4 @ 16" OC EW
REFER TO SPECIFICATION 32 1313
8" AGGREGATE BASE
REFER TO SPECIFICATION 32 1123
CONCRETE PAVEMENT
WIDTH VARIES
1
C604PAVEMENT SECTIONS
NOT TO SCALE
HEAVY DUTY BITUMINOUS PAVEMENT
WIDTH VARIES
2.
1.
NOTES:
PLAN
RINGS
MORTAR
GRADE
MORTAR
12
"
MIN
6"
VA
RIE
S
SIZ
E
(N
OT
E 2
)
24
" M
IN
GRATE AND FRAME SHALL BE CAST IRON, NEENAH
R-2573-C OR APPROVED EQUAL.
GRATE SHALL BE FASTENED TO FRAME WITH 18" OF
1/4" HEAT-TREATED CHAIN.
CLASS "B" CONCRETE
MORTAR (TYP)
24" RCP CL III
CATCH BASIN SECTIONS
IN
LE
T
LA
TE
RA
L
1"
4' SQ.
6"
1"
TWO FEET MINIMUM BELOW FINISHED GRADE IN NEW
DEVELOPMENT. IN EXISTING STREETS, MAY BE LESS
THAN 2' WITH THE APPROVAL OF THE ENGINEER.
3.
SEE NOTE 1
FLOW
COLD JOINT (TYP)
4. MATCH PIPE CROWNS, WHEN TRANSITIONING TO
LARGER PIPES.
2"
COMPACTED
SUBGRADE
2
C604STORM DRAIN AREA INLET
NOT TO SCALE
ADJOINING PAVEMENT SECTION
PER DETAIL 1/C604
4" AGGREGATE BASE
REFER TO SPECIFICATION 32 1123
4" CONCRETE SIDEWALK
REFER TO SPECIFICATION 32 1313
COMPACTED SUB-GRADE
REFER TO SPECIFICATION 31 2310
GEOTEXTILE FABRIC
REFER TO SPECIFICATION 31 3419
12"
6"
MIN.
6"
5
C604THICKENED EDGE CONCRETE SIDEWALK
NOT TO SCALE
2" FAA 42 HOT BITUMINOUS PAVEMENT
REFER TO SPECIFICATION 32 1216
12" AGGREGATE BASE
REFER TO SPECIFICATION 32 1123
COMPACTED SUB-GRADE
REFER TO SPECIFICATION 31 2310
GEOTEXTILE FABRIC
REFER TO SPECIFICATION 31 3419
2.5" FAA 42 HOT BITUMINOUS PAVEMENT
REFER TO SPECIFICATION 32 1216
COMPACTED SUB-GRADE
REFER TO SPECIFICATION 31 2310
GEOTEXTILE FABRIC
REFER TO SPECIFICATION 31 3419
4" AGGREGATE BASE
REFER TO SPECIFICATION 32 1123
4" CONCRETE SIDEWALK
REFER TO SPECIFICATION 32 1313
COMPACTED SUB-GRADE
REFER TO SPECIFICATION 31 2310
4
C604STANDARD CONCRETE SIDEWALK
NOT TO SCALE
WIDTH VARIES
#4 BAR, 3'-6" LENGTH AT C/L
BETWEEN CONCRETE AND MANHOLE
TOOLED OR SAWCUT LONGITUDINAL JOINT
1" DEEP, CONTINUOUS
6" 6"
6"
POLYURETHANE ELASTOMERIC SEALANT
SIKAFLEX -2C NS/SL" OR EQUAL
1/2"
D
D/4
TYPE 9
1/2" PREFORMED
JOINT FILLER
POLYURETHANE ELASTOMERIC SEALANT
SIKAFLEX -2C NS/SL" OR EQUAL
NOTE: GROOVE MAY BE EITHER SAWED OR
PREFORMED TO THE APPROXIMATE CONFIGURATION
3/8"
D
D/4
TYPE 4
POLYURETHANE ELASTOMERIC SEALANT
SIKAFLEX -2C NS/SL" OR EQUAL
1/2"
D
D/4
TYPE 7
1/2" PREFORMED
JOINT FILLER
1
2
" DIA x 16" DEFORMED TIE BAR @ 18"
PROPOSED CONCRETE STOOP/APRON
D/2
3
C604CONCRETE JOINTS
NOT TO SCALE
R1"
NOTE:
1. SAW OR TOOL CONTRACTION JOINT EVERY 10 FEET.
2. PLACE TYPE 8 JOINT AT BEGINNING OF RADIUS, ISOLATION OF STRUCTURES, AND
OTHER PERMANENT FACILITIES, AND AT 300 FOOT INTERVAL ON STRAIGHT RUNS.
6
C604CURB AND GUTTER
NOT TO SCALE
TIP IN
COMPACTED SUBGRADE
REFER TO SPECIFICATION 31 2310
7" AGGREGATE BASE
REFER TO SPECIFICATIONI 32 1123
7"
24"
6"
6"
10
"
1"
18"
GEOTEXTILE FABRIC
REFER TO SPECIFICATION 31 3419
4"
6"
4"
CD CONSTRUCTION DOCUMENTS02/19/20
1 ADDENDUM 1 02/28/20
2 ADDENDUM 3 03/09/20
NOTE:
1. SAW OR TOOL CONTRACTION JOINT EVERY 10 FEET.
2. PLACE TYPE 8 JOINT AT BEGINNING OF RADIUS, ISOLATION OF STRUCTURES, AND
OTHER PERMANENT FACILITIES, AND AT 300 FOOT INTERVAL ON STRAIGHT RUNS.
7
C604CURB AND GUTTER
NOT TO SCALE
TIP IN
COMPACTED SUBGRADE
REFER TO SPECIFICATION 31 2310
7" AGGREGATE BASE
REFER TO SPECIFICATIONI 32 1123
GEOTEXTILE FABRIC
REFER TO SPECIFICATION 31 3419
2
6"
24"
6"
12"
12
"
R3"
R3"
1"
FILL WITH CONC.
PAINT HIGH VISABILITY YELLOW,
SEE NOTE
REFLECTIVE TAPE
6" SCH. 40 STEEL PIPE
REFLECTIVE TAPE
SLOPE TO DRAIN
SURFACE TYPE AS
INDICATED ON PLANS
CONC. ENCASEMENT
5'-0"
4'-0"
1'-10"
NOTES
30'-0" M
AX
.
6"
FO
UN
DA
TIO
N H
EIG
HT
2'-0" Ø MIN.
POLE Ø
FLASH COLLAR
FLAGPOLE AND FITTINGS,
SEE ARCHITECTURAL, SPEC. DIV 10.
3/4" CHAMFER, ALL EXPOSED EDGES
3000 PSI AIR ENTRAINED CONCRETE, MIN.
FOUNDATION SLEEVE, 16ga, (MIN.), GALV. STEEL
DRY SAND TIGHTLY TAMPED
6" MIN. 6" MIN.PER MFR.
STEEL BASE PLATE
STEEL SUPPORT PLATE WELDED TO GROUND
SPIKE
LIGHTNING GROUND SPIKE
CENTERING WEDGES PER POLE MFR.
PER MFR.
BUILDING WALL
DOWNSPOUT
REFER TO ARCHITECTURAL
FOR LOCATION
RUBBER BOOT W/ SS BANDS
FERNCO, OR EQUAL
10" RISER
10" STORM SEWER
CONCRETE BLOCK
CONCRETE PATIO
1
0
:
1
M
A
X
8.3
% M
AX
1
0
:
1
M
A
X
8
.
3
%
M
A
X
8
.
3
%
M
A
X
PR 12"
PVC
PR 12"
PVC
HALLA INDUSTRIES POND SKIMMER PLATE
PS36-44D OR APPROVED EQUIVALENT
PROPOSED 36" DIAMETER CONCRETE
MANHOLE
SEE CORE DRILL DETAIL
6"
NON-WOVEN GEOTEXTILE
6" 6"
6"6"
1585.5'
1584'
FILL ANNULAR SPACE WITH NON SHRINK GROUT
6" DIAMETER CUTOUT
SEE PVC CAP ORIFICE DETAIL
12" PVC END CAP
ND DOT GRADE 1
RIPRAP
POND BOTTOM 1584'
SEE CORE DRILL DETAIL
1584'
6"
PVC CAP ORIFICE CUTOUT
12" PVC PIPE CAP
3
H
:
1
V
1583'
6"
Plo
t D
ate:29-M
ay-08
File Lo
catio
n:D
raw
in
g2.d
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All plans, specifications, computer files, field data, notes and other
documents and instruments prepared by EAPC as instruments of
service shall remain the property of EAPC. EAPC shall retain all
common law, statutory and other reserved rights, including the
copyright thereto.
DRAWING TITLE
CHECKED BY:
DRAWN BY:
COPYRIGHT:
TELE FAX
Grand Forks NDWilliston NDBemidji MN
Fargo NDMinot NDBuenos Aires ARG
Bismarck NDNorwich VT
300 3rd Avenue SW, Suite A, Minot ND 58701
701.839.4547 701.839.4545
Sioux Falls SDSt. Paul MN Fort Collins CO Phoenix AZ
DESCRIPTION DATE
CITY OF MINOT
FIRE STATION NO. 5
MARK
CLIENT
PROJECT DESCRIPTION
CITY
STATE
ISSUE DATES
PROJECT NO: 20195150
MINOT
ND
CONSTRUCTION
DETAILS
C605
TT
JK
1
C605FLAGPOLE FOUNDATION
NOT TO SCALE
2
C605PIPE BOLLARD DETAIL
NOT TO SCALE
3
C605PIPE CONNECTION FOR DOWNSPOUT
NOT TO SCALE
4
C605CURB RAMP DETAIL
SCALE: 1" = 2'
4"
0" 0"
4"
4
.
3
3
'
5.00'
5.0
0'
5.00'
3.25'
2%
MAX
2%
MAX
4"
0"
0"
0"
6"
5
.
0
0
'
5
.
0
0
'
6
.
5
0
'
5
.
0
0
'
1
0
.
0
0
'
5
.
0
0
'
2%
MAX
2%
MAX
2%
MAX
2%
MAX
2%
MAX
DETECTABLE WARNING PANEL
DETECTABLE WARNING PANEL
5
C605CURB RAMP DETAIL
SCALE: 1" = 2'
CD CONSTRUCTION DOCUMENTS02/19/20
1 ADDENDUM 1 02/28/20
2 ADDENDUM 3 03/09/20
6
C605POND OUTLET STRUCTURE DETAIL
NOT TO SCALE
2
AutoCAD SHX Text
1.
AutoCAD SHX Text
CARSONITE GUARD POST COVERS MAY BE USED IN LIEU OF REFLECTIVE TAPE AND PAINT.
