MoDOT_Piedmont_GravitySewer.pdf
PDF 4 MB Posted
- Attached to
- SE Piedmont Sanitary Extension
- Solicitation number
- IFB605CO25000817
- Issued by
- Texas County, Missouri
About this file
This is a civil engineering design document for a gravity sewer system and sewer connection project at the Missouri Department of Transportation (MoDOT) Piedmont Maintenance Building in Piedmont, Missouri, prepared in coordination with the City of Piedmont. The project consists of the construction of approximately 653 linear feet of 8-inch SDR-35 PVC gravity sewer line with six manholes, 60 linear feet of 12-inch steel casing for sewer crossing under the Union Pacific Railroad, and approximately 235 linear feet of 6-inch sewer lateral with cleanouts to connect the existing MoDOT Maintenance Facility to the City of Piedmont sanitary sewer system while abandoning the existing septic tank system. A mandatory pre-bid meeting is scheduled for November 13, 2024, at 11:00 AM with mandatory site visit requirements for bidder eligibility. Bids are due by 2:00 PM CST on December 20, 2024, with the contract term extending to December 31, 2025, and a Notice to Proceed anticipated by January 1, 2025. The project involves complex coordination with Union Pacific Railroad, including requirements for 30-minute separation from railroad centerline, H-20 loading-rated manholes within the railroad right-of-way, and steel casing installations with minimum 5-foot cover from the rail base.
The base bid must include excavation of 200 cubic yards of rock, with additional rock excavation to be priced separately per cubic yard, and must incorporate $3,300 for railroad permitting in the lump sum bid. Contractors are required to provide a 5 percent bid bond or security and, upon award, a 100 percent performance and payment bond. The project requires prevailing wage rates according to Wayne County Annual Wage Order #31, OSHA 10-hour construction safety training for all on-site employees, and comprehensive insurance coverage including $4,000,000 in general and automobile liability. MBE and WBE participation is encouraged with goals of 10 percent MBE and 5 percent WBE involvement. Bids must be submitted electronically through MissouriBUYS or by mail, UPS, or FedEx with five business days' advance notice to the buyer of record at Michael.Yoder@modot.mo.gov for hard copy submissions. The contract evaluation will focus on the lowest responsive and responsible bidder meeting all specified requirements, with no specific budget range explicitly stated in the procurement documents.
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Text version
SITE
LOCATION
PIEDMONT
HH
B
SITE MAP DRAWING LIST
UTILITY CONTACTS
LEGEND & ABBREVIATIONS
DRAWING NO.
PROJECT NO.
TI
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April 30, 2024
GENERAL CONDITIONS
GRAVITY SEWER AND SEWER SYSTEM CONNECTION
AT
PIEDMONT MAINTENANCE BUILDING
FOR
MISSOURI DEPARTMENT OF TRANSPORTATION
SOUTHEAST DISTRICT
GENERAL: REV
CIVIL:
SANITARY SEWER LATERAL PLAN
SANITARY SEWER PLAN & PROFILE
TITLE SHEET
WATER & SEWER
OWNER
CITY OF PIEDMONT
MISSOURI DEPARTMENT OF TRANSPORTATION
MAINTENANCE BUILDING
MODOT
XXX-XXX-XXXX PHONE
XXX-XXX-XXXX CELL
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING SANITARY MANHOLE
EXISTING FIRE HYDRANT
EXISTING SIGN
EXISTING TELEPHONE PEDESTAL
EXISTING CURB INLET
EXISTING DROP INLET
EXISTING TREE
EXISTING GAS METER
EXISTING BENCHMARK
EXISTING GUY WIRE ANCHOR
RIP RAP
N
VICINITY MAP
(NOT TO SCALE)
PRELIMINARY
NOT FOR
CONSTRUCTION
OR PERMIT
4 GENERAL NOTES & DETAILS
5 DETAILS
GAS
GAS
GAS
GAS
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
MH A-6
STA: 0+00.0
MH A-5
STA: 0+25.0
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
0+00
1+00
2+00
2+35
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
160°
R/W
R/W
R/W
R/W
R/W
R/W
DRAWING NO.
CDG PROJECT NO.
SI
TE
P
LA
N C
IV
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D R
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IN
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SA
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AT
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September 1, 2021
ENGINEER - E027607
ANDREW NOVINGER
N
LIFT STATION PLAN VIEW
SCALE: 1 INCH = 50 FT
EXISTING OFFICE
BUILDING
EXISTING
MAINTENANCE
BUILDING
STA. 0+30
PROVIDE WYE
6X6X4
STA. 0+92.9
PROVIDE 45°
BEND
STA. 0+85.9 PROVIDE
45° BEND W/ SS
CLEANOUT PER
DETAIL 6/SHEET 4
EXISTING STORAGE
BUILDING
EXISTING HYDRANT
EXISTING EDGE OF
GRAVEL
CORE DRILL AND CONNECT TO
MANHOLE A1 W/ A-LOK GASKET OR
APPROVED EQUAL. REFER TO
DETAIL 7/4 & SHEET 3.
RIM.= 568.9'
INV. OUT= 561.3
INV. IN= 561.1
APPROX. LOCATION OF
EXISTING SEPTIC TANK
POTHOLE PRIOR TO
CONSTRUCTION AND
CONNECT TO EXISTING
LATERALS. FIELD VERIFY
LOCATION.
BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING
WORK THE CONTRACTOR SHALL FIELD VERIFY LOCATION,
MATERIAL, CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY
OR OTHER RIGHTS-OF-WAY) AND WORKABLE FLOW LINE ELEVATION
OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN.
IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE
TIME OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES
ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP
SYSTEM TO MEET OWNER AND LOCAL REQUIREMENTS.
CONTRACTOR CAUTION!!
VERIFY SEWER LINE ELEVATION
INFORMATION ON THIS DRAWING CONCERNING
TYPE AND LOCATION OF UNDERGROUND AND
OTHER UTILITIES IS NOT GUARANTEED TO BE
ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE AND LOCATION OF
UNDERGROUND AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE THERETO.
1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.
THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS.
2. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO
INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
SAFETY NOTICE TO CONTRATORS:
CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE
ALL EXISTING UTILITES AND VERIFY ANY POSSIBLE CONFLICTS WITH
PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTACT ENGINEER WITH ANY CONFLICTS.
SPECIAL NOTE:
CAUTION:
PRELIMINARY
NOT FOR
CONSTRUCTION
OR PERMIT
EXISTING HYDRANT
REMOVE EXISTING 6''
CLEANOUT. PLUG AND FILL
EXISTING LINE INTO TANK.
REFER TO SHEET 3
FOR BORE & MAIN
DETAILS.
PROPOSED BORE PIT
PROPOSED BORE PIT
STA. 1+58.3 PROVIDE
TRAFFIC RATED TWO
WAY SS CLEANOUT
PER DETAIL 6/SHEET 4
PROVIDE 6'' Ø SCH. 40 PVC SANITARY SEWER
LATERAL W/ TRACER WIRE AS GENERALLY SHOWN
TO CONNECT EXISTING 6'' Ø CLEANOUT TO MH 1.
PROVIDE CLEANOUTS AT CHANGES IN DIRECTION
AND AT 100' MAX. SPACING. FIELD VERIFY ROUTE
AND CONTACT ENGINEER IF DISCREPANCY OCCURS
. APPROX. 235 HF MAINTAIN 1% SLOPE MIN.
CONTRACTOR TO INVENTORY EXISTING SANITARY
SEWER DISCHARGE POINTS AND VERIFY THAT ALL
SEWER CONNECTIONS ARE REROUTED TO MH1.
REFER TO LATERAL NOTE FOR DETAILS. VERIFY W/
MODOT STAFF ONSITE AND CONTACT ENGINEER IF
DISCREPANCY OCCURS.
SPECIAL NOTE:
RAILROAD RIGHT OF
WAY
REMOVE EXIST. SEPTIC TANK. DISPOSE OF
CONTENTS BY LICENSED HAULER. PLUG &
ABANDON ALL EXIST. PIPES ABANDONED IN
PLACE. COLLAPSE FILL W/ COMPACTED SOIL
AND DISPOSE OF SEPTIC TANK PER COUNTY
HEALTH & APPLICABLE REQUIREMENTS.
EXIST. CONC. STRUCTURE TO
BE REMOVED & DISPOSED OF
BY CONTRACTOR DISCONNECT
ALL EXIST. PIPES, CAP &
ABANDONED. FILL W/
COMPACTED SOIL. SLOPE TO
DRAIN. FIELD VERIFY
REQUIREMENTS.
EXIST WATER LINE. FIELD VERIFY
LOCATION & CLEARANCE.
COORDINATE ADJUSTMENT W/
OWNER.
EXIST. CITY WATER.
FIELD VERIFY
LOCATION.
EXIST. POWER POLE & METER
(FIELD VERIFY LOCATION)
CAUTION!!!
EXIST. BURIED ELECTRIC. FIELD
VERIFY LOCATION
EXISTING
WATER VALVE
CAUTION!!! UTILITY
CROSSING. PROVIDE
18" CLEANOUT @
CROSSING. FIELD
VERIFY LOCATION.
EXIST. WATER
METER (FIELD
VERIFY LOCATION)
CAUTION!!!
UTILITY CROSSING.
FIELD VERIFY
LOCATION.
EXIST. OIL
SEPARATOR
(ABANDONDED/NOT
IN USE)
PROPOSED NEW
BUILDING (APPROX
130'X60') TO REPLACE
EXISTING. EXACT
LOCATION TBD.
PROVIDE APPROX. 1200 GAL. OIL
SEPARATOR PER DETAIL & PER
SUPPLIER'S RECOMMENDATIONS.
CONNECT TO NEW 6" SEWER USING
6" SCH. 40 PVC LATERAL 45° BEND &
WYE. FIELD VERIFY LOCATION & TOP
ELEVATION.
EXIST. SEWER. FIELD VERIFY LOCATION.
REROUTE EXIST. SEWER USING
4" SCH. 40 PVC. FIELD VERIFY
LOCATION & REQUIREMENTS.
USE COMPATIBLE FITTINGS AS
REQUIRED. EXPLORATORY
EXCAVATION REQUIRED.PROVIDE
CLEANOUTS BEFORE ALL BENDS.
CAUTION!!! UTILITY
CROSSING. PROVIDE
18" CLEANOUT @
CROSSING. FIELD
VERIFY LOCATION.
PROVIDE 10 LF 6'' SCH. 40 PVC STUB
W/ REMOVABLE CAP.FIELD VERIFY
LOCATION W. OWNER
PROPOSED 4'' SCH. 40
PVC SEWER LATERAL
(BY OTHERS)
SAN
SAN
SAN
SAN
SAN
SAN
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
6+53
0+00
1+00
2+00
3+00
4+
5+
6+00
MH A-6
STA: 0+00.0
MH A-5
STA: 0+25.0
MH A-4
STA: 0+95.9
MH A-3
STA: 3+71.9
MH A-2
STA: 5+53.3
MH A-1
STA: 6+53.3
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
91°
SAN
SAN
SAN
W W
W
W
W
W
W
W
160°
168°
90°
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
PIEDMONT GRAVITY SEWER
FGEG
-0+25
FG
.8
EG
.8
0+00
FG
.9
EG
.9
0+50
FG
.3
EG
.3
1+00
FG
.5
EG
.5
1+50
FG
.6
EG
.6
2+00
FG
.5
EG
.5
2+50
FG
.8
EG
.8
3+00
FG
.3
EG
.3
3+50
FG
.2
EG
.2
4+00
FG
.4
EG
.4
4+50
FG
.4
EG
.4
5+00
FG
.5
EG
.5
5+50
FG
.7
EG
.7
6+00
FG
.3
EG
.3
6+50
FGEG
7+00
FGEG
7+25
25.00 L.F. X 8" SDR 35 PVC @ 6.67%
276.04 L.F. X 8" SDR 35 PVC @ 2.90%
181.34 L.F. X 8" SDR 35 PVC @ 1.43%
100.00 L.F. X 8" SDR 35 PVC @ 1.88%
70.91 L.F. X 8" SDR 35 PVC @ 1.65%
MH A-6
STA 0+00.0
RIM = 568.9'
FL OUT (NE) 8" = 561.3
MH A-5
STA 0+25.0
RIM = 564.0'
FL IN (SW) 8" = 559.7
FL OUT (NE) 8" = 554.0
MH A-4
STA 0+95.9
RIM = 560.8'
FL IN (SW) 8" = 552.9
FL OUT (NE) 8" = 551.3
MH A-3
STA 3+71.9
RIM = 549.3'
FL IN (SW) 8" = 543.3
FL OUT (E) 8" = 543.1
MH A-1
(DOGHOUSE MANHOLE)
STA 6+53.3
RIM = 547.9'
FL IN (S) 8" = 538.5
MH A-2
STA 5+53.3
RIM = 549.5'
FL IN (W) 8" = 540.5
FL OUT (N) 8" = 540.3
DRAWING NO.
CDG PROJECT NO.
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April 30, 2024N
SANITARY SEWER PLAN VIEW
SCALE: 1 INCH = 40 FT
SANITARY SEWER PROFILE VIEW
HORIZONTAL SCALE: 1 INCH = 40 FT
VERTICAL SCALE: 1 INCH = 8 FT
EXISTING GRADE
APPROX.
MAINTAIN 3' MIN.
COVER
CONNECT TO EXISTING
SANITARY SEWER INV.
538.23'. FIELD VERIFY
LOCATION & ELEVATION.
REFER TO DETAIL 3 SHEET 3
PROPOSED 15'
SANITARY SEWER
EASEMENT VERIFY
LOCATION
EXISTING
MANHOLE
RIM= 549.35
INV= 539.33
EXISTING
MANHOLE
RIM= 542.60
INV= 532.51
PROPOSED BORE PIT FIELD
ADJUST AND MAINTAIN 30'
MIN. SEPARATION FROM
CENTER LINE OF TRACK
PROPOSED BORE PIT FIELD
ADJUST AND MAINTAIN 30'
MIN. SEPARATION FROM
CENTER LINE OF TRACK
EXISTING GRAVEL
DRIVE. REPAIR
WHERE DISTURBED
MAGNOLIA DRIVE
(ASPHALT)
CAUTION!! WATERLINE
CROSSING FIELD
VERIFY ELEVATION
PRIOR TO
CONSTRUCTION AND
MAINTAIN 18''
VERTICAL SEPARATION
BETWEEN PIPES
CAUTION!! WATERLINE
CROSSING FIELD VERIFY
LOCATION AND ELEVATION.
PROVIDE 60 HF OF 12'' STEEL CASING
W/ SPACERS MAINTAIN 5' MIN. COVER
FROM BASE OF RAIL. EXTEND 30' MIN.
FROM CENTERLINE OF TRACK. REFER
TO DETAIL
NOTE: ALL MANHOLES WITHIN
UNION PACIFIC RIGHT OF WAY TO
BE CAPABLE OF WITHSTANDING
H-20 LOADING. REFER TO MODOT
STANDARD DETAIL 614.30E
PROVIDE 60 HF OF 12'' STEEL
CASING MAINTAIN 5' MIN.
COVER FROM BASE OF RAIL.
EXTEND 30' MIN. FROM
CENTERLINE OF TRACK.
VERIFY REQUIREMENTS W/
ENGINEER & UNION PACIFIC
PRIOR TO CONSTRUCTION.
EXISTING TREE LINE
PROPERTY LINE
EXISTING FENCE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR PERMIT
EXISTING BUILDING
CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE
ALL EXISTING UTILITES AND VERIFY ANY POSSIBLE CONFLICTS WITH
PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTACT ENGINEER WITH ANY CONFLICTS.
SPECIAL NOTE:
INFORMATION ON THIS DRAWING CONCERNING
TYPE AND LOCATION OF UNDERGROUND AND
OTHER UTILITIES IS NOT GUARANTEED TO BE
ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE AND LOCATION OF
UNDERGROUND AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE THERETO.
CAUTION:
STA, 0+60 UNION
PACIFIC RAILROAD
CENTER LINE
PROPOSED SEWER
LATERAL REFER TO
SHEET 2.
-UNION PACIFIC RIGHT OF WAY
PROVIDE DOGHOUSE MANHOLE
OVER EXISTING 8'' Ø SANITARY
SEWER MAIN. ASSUMED DEPTH:
10'. CONTRACTOR TO EXCAVATE
SEWER MAIN PRIOR TO
BEGINNING WORK OR ORDERING
MATERIALS. CONTACT ENGINEER
IF DISCREPANCY OCCURS. REFER
TO DETAIL 3 SHEET 3.
EXISTING
GRAVEL DRIVE
CONTRACTOR SHALL COORD. WORK IN RAILROAD RIGHT-OF-WAY W/
APPROVAL AGENCIES & PROVIDE WORK PER THEIR REQUIREMENTS.
ADDITIONAL INSURANCE, INSPECTION, PERMITS AND OTHER WORK
REQUIRED. COORD. W/ UNION PACIFIC & ENGINEER. SCHEDULE OF
WORK TO BE MODIFIED IN CONSIDERATION OF APPLICABLE APPROVALS.
RAILROAD PERMIT & REQUIREMENTS:
TRACER WIRE
12 GA. TW COPPER
3" WIDE WARNING TAPE
"CAUTION BURIED SEWER LINE"
4"
3' -6
GRAVEL SURFACE
COMPACTED
GRANULAR
BACKFILL
DRAWING NO.
CDG PROJECT NO.
G
EN
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ENGINEER - E027607
ANDREW NOVINGER
CAUTION:
INFORMATION ON THIS DRAWING CONCERNING THE TYPE AND
LOCATION OF EXISTING UNDERGROUND AND OTHER UTILITIES IS NOT
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE
TYPE AND LOCATION OF BOTH EXISTING UNDERGROUND AND OTHER
UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
MANHOLE BASE
FINISHED COVER ELEVATION
AS SPECIFIED ON DRAWINGS
OR APPROVED
EQUAL.(TYP.)
A-LOK GASKET
FLOW
4'-0" DIA.
MIN.
PE
R
D R
AW
IN
G S
D
EP
TH
V
AR
IE
S
EC
C
EN
TR
IC
C
O N
E
SE
C
TI
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" M
IN
" M
AX
NOTES:
THIS DETAIL TYPICAL FOR ALL MANHOLES WITH DEPTHS OF
6'-0" AND GREATER.
FOR MANHOLES WITH DEPTHS LESS THAN 6'-0" SEE SEW-6.
SEE SEW-7 OR SEW-8
ADJUSTMENT
RING IF REQUIRED
NEENAH R-1769-A OR EQUAL
MANHOLE FRAME & COVER
6" WIDE
JOINT WRAP
EXISTING GRADE
COMPACTED
EARTH BACKFILL
COMPACTED
GRANULAR
STONE BEDDING
PIPE
6" 6"
AS
R
EQ
'D
P
ER
P
LA
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NOTES:
SEWERS SHALL BE TRENCHED, BEDDED AND BACKFILLED AS
SHOWN.
DEPTH TO PRESSURE SEWERS SHALL BE 36" MIN. MEASURED
FROM TOP OF PIPE TO FINISHED SURFACE.
TRENCH SHALL BE EXCAVATED TO PROVIDE VERTICAL
WALLS.
TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6" BELOW
BOTTOM OF PIPE AND BACKFILLED TO 6" ABOVE PIPE WITH
GRAVEL OR CRUSHED STONE CONFORMING TO THE
SPECIFIED GRADATION TO PROVIDE UNIFORM BEDDING FOR
THE ENTIRE LENGTH OF THE PIPE.
+ 12"
PRE CAST MANHOLE DETAIL2 SCALE: NTS
PIPE TRENCHING & BEDDING DETAIL1 SCALE: NTS
SPECIAL NOTE:
CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO
LOCATE ALL EXISTING UTILITES AND VERIFY ANY POSSIBLE
CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO
BEGINNING ANY CONSTRUCTION. CONTACT ENGINEER WITH
ANY CONFLICTS.
1. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST
REVISIONS OF THE STANDARD GENERAL CONDITIONS AND TECHNICAL
SPECIFICATIONS FOR THE CITY OF PIEDMONT, MISSOURI.
2. THE CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LINES
AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
UPON DISCOVERY OF ANY DISCREPANCY BETWEEN CONTRACT DRAWINGS AND
ACTUAL FIELD CONDITIONS.
3. APPLICABLE PERMITS MUST BE OBTAINED FROM THE CITY, STATE AND COUNTY
PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY
CONSTRUCTION.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION
OF ANY UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS AND TO BE LIABLE
FOR DAMAGE AND CONSEQUENT REPAIR TO SUCH IN THE COURSE OF HIS
OPERATIONS.
5. THE CONTRACTOR AND/OR BUILDER WILL KEEP THE PROJECT AREA NEAT AND
ORDERLY AT ALL TIMES WHILE CONSTRUCTION IS TAKING PLACE. ALL CITY
STREETS ADJACENT TO THE DEVELOPMENT SHALL BE KEPT CLEAR OF MUD,
ROCK, DIRT, DEBRIS, PAPER AND WASTE MATERIAL AT ALL TIMES. THE PROPER
AMOUNT OF INSPECTION SHALL BE CALLED FOR AT THEIR PROPER TIMES, OR
ANY AND ALL WORK MAY BE REJECTED.
6. IF ANY WORK OR ACCESS TO ANY ADJOINING PROPERTY IS DONE, IT IS THE FULL
RESPONSIBILITY OF THE APPLICANT/OWNER TO OBTAIN PROPER RELEASES
FROM ADJOINING PROPERTY OWNERS AND ASSUME ALL LIABILITY FOR ACTION
TAKEN DURING ALL CONSTRUCTION.
7. ALL DISTURBED AREAS ARE TO BE RESEEDED IN ACCORDANCE WITH THE
CURRENT REQUIREMENTS OF THE CITY'S DESIGN STANDARDS FOR PUBLIC
IMPROVEMENTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
PAVEMENT, CURB AND GUTTER, AND SIDEWALK, BACK IN ACCORDANCE WITH THE
LATEST DESIGN STANDARDS, GENERAL CONDITIONS & TECHNICAL
SPECIFICATIONS, AND STANDARD DRAWING DETAILS FOR PUBLIC
IMPROVEMENTS.
9. ALL TRENCHES, WHICH LIE UNDER PROPOSED PAVEMENT OR LIE WITHIN TWO
FEET OF THE BACK OF CURB SHALL BE BACKFILLED TO PAVEMENT SUBGRADE
WITH COMPACTED GRANULAR MATERIAL.
10.TESTING BY CONTRACTOR PER CITY AND MDNR GUIDELINES. COORD.
OBSERVATION W/CITY.
11.FOR MANHOLE COVERS, VALVE BOXES AND OTHER UTILITY APPURTENANCES
SHALL NOT ENCROACH ON SIDEWALKS, CURBS OR PAVEMENT. WHERE
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL CONTACT THE
ENGINEER FOR INSTRUCTION PRIOR TO PROCEEDING.
12.THE CONTRACTOR SHALL NOTIFY THE INSPECTOR OF ANY NEW SINKHOLES
DISCOVERED DURING CONSTRUCTION.
13.PIPE BEDDING WITHIN UNIMPROVED AREAS TO CONFORM TO CITY
SPECIFICATIONS.
14.BACKFILL WITHIN RIGHT-OF-WAY TO CONFORM TO CITY OF PIEDMONT
STANDARDS.
15.THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND
SAFETY CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION,
UNLESS SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN
THE CONTRACT.
16.THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THESE PLANS ARE FOR
INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.
CONTRACTORS SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND
SITE CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION
COVERED BY THIS PLAN.
17. A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING
UNDERGROUND FACILITIES AND UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND/OR
FACILITIES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.
18.THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION OF CONSTRUCTION
AFFECTING UTILITIES AND THE COORDINATION OF ANY NECESSARY UTILITY
RELOCATION WORK.
19.COORDINATION BETWEEN ALL PARTIES IS ESSENTIAL PART OF CONTRACT.
20.NO MEASUREMENTS SHOULD BE SCALED OFF PLANS. USE ONLY LABELED
DISTANCES.
GENERAL NOTES
DOGHOUSE MANHOLE CONNECTION DETAIL3 SCALE: NTS
STEEL CASING DETAIL4 SCALE: NTS
PRELIMINARY
NOT FOR
CONSTRUCTION
OR PERMIT
SANITARY SEWER CLEANOUT DETAIL6 SCALE: NTS
INSERT
GASKET
CORE DRILLED OPENING
SIZE PER GASKET MFR.
REQUIREMENTS
WALL OF
EXISTING
MANHOLE
TRENCHING UNDER GRAVEL DRIVE DETAIL5 SCALE: NTS
EXISTING MANHOLE CONNECTION DETAIL7 SCALE: NTS
DRAWING NO.
CDG PROJECT NO.
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April 30, 2024
ENGINEER - E027607
ANDREW NOVINGER
1,200 GALLON OIL SEPARATOR DETAIL1 SCALE: NTS
PRELIMINARY
NOT FOR
CONSTRUCTION
OR PERMIT
H-20 LOADING-8'' CAST IRON FRAME & COLLAR.
(TYPICAL) ADJUST TOP TO 1'' OVER FINAL GRADE.
SLOPE ADJACENT GROUND TO DRAIN AWAY FROM
COVERS.
JOINTS TO BE SEALED WITH
SPECIAL CS-400 GREY COLOR
MASTIC SEALANT PROVIDE
PLACE & BED PER SUPPLIER
BED ON 2'' MIN. CLEAN 3/4 '' AGGREGATE OVER
COMPACTED EARTH.
PROVIDE PIPE CONNECTION USING APPROVED
GASKET OR SEALED CONNECTION. FIELD VERIFY
ELEVATIONS.
| Sheets and Views |
| PiedmontGravitySewer(8-9-24)North-COVER |
| PiedmontGravitySewer(8-9-24)North-SITE PLAN |
| PiedmontGravitySewer(8-9-24)North-SANITARY PROFILE |
| PiedmontGravitySewer(8-9-24)North-DETAILS |
| PiedmontGravitySewer(8-9-24)North-DETAILS (2) |
| PiedmontGravitySewer(8-9-24)North-DETAILS (3) |
File details come from the government source that posted it. Updated .