16-C3 GRADING PAVING PLAN Rev.7.pdf
PDF 2 MB Posted
- Solicitation number
- 2026010
- Issued by
- Waukesha County, Wisconsin
About this file
This is a Grading and Paving Plan (Revision 7) prepared by Terratec Engineering, LLC for the Waukesha County Courthouse project in Waukesha, Wisconsin. The plan details proposed grading and paving conditions for the courthouse site and includes comprehensive specifications for asphaltic concrete pavement, concrete pavement, curb and gutter replacement, sidewalk construction, and utility installations including storm sewer, water, and gas systems. The project encompasses parking lot and driveway construction with specified pavement structures consisting of asphaltic concrete surface and binder courses over a crushed aggregate base, concrete driveways on crushed stone bases, and concrete sidewalks with reinforcing bar specifications for repairs over trenches. The plan identifies multiple catch basins, storm and sanitary manholes, water lines, gas lines, and hydrant relocations with specific elevation data, invert elevations, pipe sizes, and lengths documented throughout the site. All construction is required to comply with local, state, and federal requirements, Wisconsin Department of Transportation standards, and Wisconsin Administrative Code specifications for sewer and water construction.
The contractor bears responsibility for verifying all grades, elevations, and utility locations prior to construction commencement and must contact Diggers Hotline to confirm existing underground utility locations to avoid damage. All asphaltic concrete paving must comply with Wisconsin State Highway Specifications Sections 401, 405, and 407, with specific weather limitations for tack coat application and surface course placement. Water specifications require ductile iron or PVC pipe meeting AWWA standards, with gate valves, valve boxes, and four-inch polystyrene insulation over the entire service length. Storm sewer pipe options include reinforced concrete pipe, PVC, or high-density polyethylene corrugated pipe with specified bedding and backfill requirements including gravel backfill in paved areas and Class B bedding in all paved areas. The plan notes that all proposed grades are finished grades, with parking lot and driveway elevations representing pavement grades rather than top-of-curb grades, and the contractor is responsible for reporting any discrepancies to the engineer prior to construction to avoid cost liability for modifications made after commencement.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E
FO
CB
CB
CB
CB
20"
18"
18"
15" 15"
15"
15"
15"
E18" 18"
8" E
CB
PO
ST
PO
ST
CB
CB
ST
10"
VE
NT
10"
POST
ST
FO
FO
CB
E
ST
9"
8"
8"
6"
FL
AG
15"
8"
9"
9"
8"
8"
8"
8"
8"
VENT
MH
MH
TILE
SA
CB
E
E
E
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
E
E
E
E S
T
E
E
S
T
E
S
T
S
T
S
T
W
W
W
W
W
W
E
18"
S
T
S
A
N
S
A
N
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST
ST
ST
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S T
S T
S T
S
T
S
T
W. MORELAND BOULEVARD
INLET #2558
EL = 894.75
12" (N,SW) IE = 891.25
RI
V
ER
V
IE
W A
V
EN
U E
INLET #2155
EL = 895.48
12" (SW,NE) IE = 891.68
INLET #2208
EL = 896.60
UNDER PARKED CAR
AT TIME OF SURVEY
CATCH BASIN #1211
EL = 896.35
12" (NW) IE = 893.25
CATCH BASIN #1235
EL = 895.94
12" (NW,SE) IE = 892.34
CATCH BASIN #1353
EL = 894.25
12" (N,SE) IE = 890.64
CATCH BASIN #1406
EL = 894.40
12" (N,S) IE = 890.20
INLET #1608
EL = 889.30
15" (E) IE = 885.30
15" (SW) IE = 885.30
8" (NE) IE = 886.30
CATCH BASIN #1607
EL = 889.12
15" (E) IE = 884.62
15" (SW) IE = 884.32
CATCH BASIN #1625
EL = 889.55
12" (NW,SE) IE = 884.95
STORM MH #1627
EL = 889.58
10" (NE) IE = 886.78
10" (SE) IE = 886.58
12" (NW) IE = 886.58
4" (S) IE = 886.58
STORM MH #1773
EL = 890.55
10" (NE) IE = 887.70
6" (NW) IE = 887.70
10" (SW) IE = 887.70
CATCH BASIN #1841
EL = 889.76
12" (NW) IE = 885.31
6" (SE) IE = 885.31
STORM MH #1922
LOCATION ONLY, BURIED
UNDER FROZEN GROUND
SMALL FLOOR DRAIN #2510
EL = 891.18
6" (SW,NE) IE = 890.33
SANITARY MH #2511
EL = 891.58
8" (NE,SW) IE = 885.28
8" (SE) IE = 885.18
CATCH BASIN #2512
EL = 890.99
12" (SW) IE = 887.79
6" (NE) IE = 887.79
MONUMENT SIGN
ST
STORM MH
UNDER PARKED CAR
AT TIME OF SURVEY
BUS SHELTER
BUS SHELTER
S
T
S
T
S
T
S
T
S
T
S
T
S
T
G
RA
SS
GRASS
GRASS
GRASS
6" GAS LINE RUNNING UNDER CURB
ALONG MORELAND BLVD.
CATCH BASIN #1621
EL = 889.35
12" (SE) IE = 884.75
15" (W) IE = 884.75
INLET #2557
(IN RIVERVIEW AVENUE)
EL = 889.49
15" (NE,NW) IE = 883.79
TO INLET ACROSS
RIVERVIEW AVENUE
E
E
E
G
G
SEE DETAIL 1 ON SHEET C4.
14'
4'
RELOCATED INLET #1844
EL = 889.40
6" (NW) IE = 885.45
(MATCH EX. PIPE IE) 23.85'
9.5'
5'
8.17' x891.72 x891.72 x 891.30
MATCH EX. GRADE
MATCH EX.
GRADE
x 890.85
(EX)
x 889.74
(EX)
x889.94 (EX) x890.75
(EX)
x
891.43 (EX)
x 891.72 x 891.72
1%
24'
5.5%
EX RIM = 894.80
RAISE RIM 18"
SEE ARCHITECT
PLAN FOR DETAILS
S
T
S
T
WYE CONNECTION
12" PIPE IE =890.82
2" PIPE IE =891.05
2" PIPE , L=88, s=0.26%
REPLACE PAVEMENT TO
MATCH EXISTING PAVEMENT
REPLACE CURB/GUTTER TO
MATCH EXISTING CURB/GUTTER
REPLACE SIDEWALK TO MATCH
EXISTING SIDEWALK
SIDEWALK
.3
3' x891.72 x 891.72 x 891.63
EX.
x
891.72 EX.
0-6" CURB
TRANSITION
18" REJECT
CURB/GUTTER
x x 891.62
5' x891.72 x 891.72 x x891.72
6'
5'
6'
5'
891.45 (EX)
MATCH EX GRADE AT MH
x
891.45
18" REJECT
CURB/GUTTER
18" CURB/GUTTER
18" CURB/GUTTER
CURB HEIGHT VARIES WHERE
SIDEWALK IS IMMEDIATELY NEXT
TO BUILDING
G
RA
SS
x 892.42 x891.72
.3
MEASUREMENT IS TO EDGE OF
SIDEWALK, NOT FACE OF CURB
R .5
R x891.53 x891.44 x891.11
1%
1.4%
CURB/GUTTERREJECT
CURB/GUTTER
.1
4'
R4.5'
ST
SEE INTERIOR PLUMBING PLAN
FOR CONNECTION IE = 887.72
12"Ø, L=16', s=0.26%
REPLACE CATCH BASIN W/
84"Ø CATCH BASIN
RIM = EX. RIM
NEW SW IE = 887.67
CONNECT EX. PIPES TO NEW CB
W/ WATER TIGHT SEALS
8"Ø WATER LINE, L=78'
LOCATION OF FTC
CONNECTION TO
BE FIELD VERIFIED.
90° ELBOW
W
8"Ø WATER LINE,
L=104'
90° ELBOW
8"Ø WATER LINE,
L=47'
CONNECT TO EX. LINE (AFTER
TEE BUT BEFORE 8"x6" REDUCER)
PER UTILITY REQUIREMENTS.
MATCH GRADE
SEE ARCHITECT
PLANS FOR
STOOP DETAILS
SA
CB
CB
POST4"
5"
3" 3"
6" 3"
4"
12"
CB 5" 6"
6"
3" 7"
5"
CB
S T
S T
S T
S
T
S
T
S
T
S
T
S
A
N
S
A
N
S
A
N
S
A
N
W
CATCH BASIN #3164
EL = 890.56
12" (N) IE = 887.31
12" (SE) IE = 885.86
SANITARY MH #3007
EL = 891.62
8" (NE,SE) IE = 884.57
CATCH BASIN #3046
EL = 891.07
8" (NE) IE = 889.77
CATCH BASIN #3037
EL = 891.16
12" (S,NE) IE = 887.44
8" (SW,SE) IE = 887.76
CATCH BASIN #3113
EL = 891.11
8" (NE) IE = 889.81
CONCRETE GRATED
VENTS
X
X
MATCH TO EXISTING
PAVEMENT
ADA RAMP W/ TACTILE
WARNING PAD
BUMP OUT CURB
AROUND EX. MH
STRUCTURE. PROTECT
EX MH STRUCTURE.
S
A
N
SEE INTERIOR PLUMBING PLAN
FOR CONNECTION IE = 885.72
(6' BELOW FFE)
8"Ø, L=29', s=0.40% MIN.
WYE CONNECTION
W
W
W
W
W
W
NEW GAS METER & 3'x5' CONCRETE PAD.
EXACT ROUTE AND LOCATION OF METER TO
BE CONFIRMED BY UTILITY PROVID
G
G
G
G
G
G
NEW GAS LINE,
L=91'
90° ELBOW
8"Ø WATER LINE, L=6'
RELOCATED HYDRANT AND
VALVE, NEW HYDRANT TEE. IF
NOT IN ACCEPTABLE
CONDITION, INSTALL NEW.
WV
90° ELBOW
NEW GAS LINE,
L=83'
CONNECT TO EX GAS LINE
PER UTILITY REQUIREMENTS.
WATER TIGHT CAP PER
UTILITY REQUIREMENTS.
SEE INTERIOR
PLUMBING PLAN
FOR CONNECTION
WV
W
W
W
W
W
W
W
W
REMOVE EXISTING 6"
WATER LINE LINE.
REPLACE WITH 8"
WATER LINE (L=77')
W
W
APPROX. LOCATION OF EX.
REDUCER TO BE REMOVED.
90° ELBOW
PLUG VALVE AND REMOVE
VALVE BOX PER UTILITY
REQUIREMENTS.
WV
WV
"The information shown on this drawing concerning type and location of underground utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determinations as to the type and location of underground utilities as may be necessary to avoid damage thereto."
Milwaukee Area (414) 259-1181
Hearing Impaired TDD (800)
542-2289
SCALE IN FEET
030' 30'
TERRATEC PROJECT NO.
© 2022 TERRATEC ENGINEERING, LLC.
CEDARBURG, WI 53012
Tel.: 262.377.9905 - Fax: 262.375.1958
W67 N222 EVERGREEN BLVD., STE. 205
TERRATECENGINEERING,LLC.
BYNO.
REVISION
SHEET No.
DATEREVISIONS
APPROVED BYDESIGNED BY DATE
OF
C3
WAUKESHA, WISCONSIN
KUENY ARCHITECTS, LLC.
WAUKESHA COUNTY COURTHOUSE
GRADING & PAVING PLAN
PROPOSED CONDITIONS LEGEND
GENERAL NOTES
1. SEE SHEET C1 FOR EXISTING CONDITIONS LEGEND AND NOTES.
CONTOUR751
FINISH GRADE POINT751.11
BUILDING
CURB & GUTTER
PAVEMENT EDGE
MANHOLE STRUCTURE
CATCH BASIN
ST
ASPHALT PAVEMENT
CONCRETE PAVEMENT
GRADE BREAK
GENERAL GRADING/PAVING NOTES
1. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. PARKING LOT AND DRIVEWAY ELEVATIONS ARE PAVEMENT GRADES, NOT TOP OF CURB GRADES.
UNLESS OTHERWISE NOTED. MEASUREMENTS WHERE CURB IS PRESENT ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL VERIFY ALL GRADES, MAKE SURE ALL AREAS DRAIN PROPERLY AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. DISCREPANCIES OR OTHER MODIFICATIONS REPORTED/MADE AFTER CONSTRUCTION COMMENCEMENT SHALL BE AT CONTRACTOR'S COST.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL/STATE/FEDERAL REQUIREMENTS.
4. SUBGRADE TO BE PREPARED AS SPECIFIED BY PROJECT GEOTECHNICAL ENGINEER (NOT TERRATEC ENGINEERING, LLC).
5.
5. MINIMUM PAVEMENT STRUCTURE (PARKING LOT AND PUBLIC ROAD WAY REPAIR):
ASPHALTIC CONCRETE PAVEMENT
12" CRUSHED AGGREGATE BASE COURSE - WISDOT SECTION 305, 1-1/4" CRUSHED STONE
2.5" ASPHALTIC HOT MIX BINDER COURSE- WISDOT 4LT 58-28S
1.75" ASPHALT HOT MIX SURFACE COURSE - WISDOT 5LT 58-28S
DRIVEWAY APRON AND CONCRETE PAVEMENT LOCATIONS
8" CONCRETE TYPE 'C' ON 6" CRUSHED AGGREGATE BASE COURSE
6. ASPHALTIC CONCRETE PAVING SPECIFICATIONS-
CODES AND STANDARDS - THE PLACING, CONSTRUCTION AND COMPOSITION OF THE ASPHALTIC BASE COURSE AND ASPHALTIC CONCRETE SURFACING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 401, 405 AND 407 OF THE STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, EDITION OF 1996. HEREAFTER, THIS PUBLICATION WILL BE REFERRED TO AS STATE HIGHWAY SPECIFICATIONS.
WEATHER LIMITATIONS - APPLY TACK COATS WHEN AMBIENT TEMPERATURE IS ABOVE 50° F (10° C) AND WHEN TEMPERATURE HAS NOT BEEN BELOW 35° F (1° C) FOR 12 HOURS IMMEDIATELY PRIOR TO APPLICATION. DO NOT APPLY WHEN BASE IS WET OR CONTAINS EXCESS OF MOISTURE. CONSTRUCT ASPHALTIC CONCRETE SURFACE COURSE WHEN ATMOSPHERIC TEMPERATURE IS ABOVE 40° F (4° C) AND WHEN BASE IS DRY AND WHEN WEATHER IS NOT RAINY. BASE
COURSE MAY BE PLACED WHEN AIR TEMPERATURE IS ABOVE 30° F (-1° C).
GRADE CONTROL - ESTABLISH AND MAINTAIN REQUIRED LINES AND ELEVATIONS FOR EACH COURSE DURING CONSTRUCTION.
7. SURFACE PREPARATION - TO BE PREPARED PER SITE GEOTECHNICAL REPORT, NOTIFY CONTRACTOR OF UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING.
8. SIDEWALKS - 6" CONCRETE TYPE 'C' ON 6" CRUSHED AGGREGATE BASE COURSE IN ACCORDANCE WITH WISDOT STANDARDS.
9. REPLACEMENT CURB/GUTTER - REPLACE ALL CURB/GUTTER THAT WAS REMOVED AFTER CONSTRUCTION IS COMPLETE. REPLACE IN KIND.
10. ALL WORK TO BE COMPLETED IN CONJUNCTION WITH ALL STATE AND LOCAL CODES AND ORDINANCES.
11. SEE ARCHITECTURAL PLANS FOR ALL BUILDING AND RETAINING WALL SYSTEM DIMENSIONS..
12. ALL SIDEWALK REPAIRS OVER TRENCHES REQUIRE 3- #4 REINFORCING BARS, EQUALLY SPACED.
GENERAL UTILITY NOTES
1. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF EXISTING UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT "DIGGERS HOTLINE" FOR LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES FROM ANY DAMAGE DURING CONSTRUCTION. REPAIR OF ANY UTILITY DAMAGE SHALL BE PERFORMED AT CONTRACTOR'S
EXPENSE.
2. LENGTHS OF ALL PROPOSED UTILITIES ARE TO THE CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN
THE FIELD DURING CONSTRUCTION.
3. PRIOR TO CONSTRUCTION COMMENCMENT, CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS AND SIZES OF SANITARY, WATER AND STORM LATERALS, CHECK ALL UTILITY CROSSINGS FOR CONFLICTS, AND CONFIRM LOCATIONS/ELEVATIONS OF EX. UTILITIES TO CONNECT INTO. CONTRACTOR SHALL NOTIFY OWNER PRIOR TO PROJECT COMMENCEMENT, IF A CONFLICT IS FOUND FOR DESIGN RESOLUTION. AFTER PROJECT COMMENCEMENT, NOTIFY OWNER IMMEDIATELY
AND ANY REWORK SHALL BE PERFORMED AT CONTRACTOR'S EXPENSE.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, TRAFFIC CONTROL, AND APPROVALS FOR UTILITY CONNECTIONS INTO EXISTING SYSTEMS FROM GOVERNING JURISDICTIONS. SUBMIT APPROVALS TO OWNER PRIOR TO CONSTRUCTION COMMENCEMENT.
5. CATCH BASINS AND MANHOLE STRUCTURES - CONTRACTOR TO CONFIRM APPROPRIATE SIZE PRIOR TO ORDERING STRUCTURES. IF SIZE SHOWN ON PLANS DOESN'T MATCH CONTRACTOR'S DETERMINED SIZE, CONTRACTOR SHALL CONTACT ARCHITECT IN WRITING IMMEDIATELY FOR A DETERMINATION. IF CONTRACTOR ORDERS STRUCTURES AND THEN DETERMINES THERE IS A CONFLICT, THE CONTRACTOR SHALL PAY FOR ALL COSTS TO CONSTRUCT THE PROPER SIZE STRUCTURE.
6. ALL PIPES SHALL HAVE TRACING WIRE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE.
7. STORM SEWER SPECIFICATIONS
PIPE - PIPE SHALL EITHER BE RCP, PVC PIPE OR HIGH DENSITY DUAL-WALL POLYETHENE CORRUGATED (HDPE) PIPE. RCP PIPE SHALL MEET THE REQUIREMENTS OF ASTM, CLASS III (MINIMUM) C-76 WITH RUBBER GASKET JOINTS CONFORMING TO ASTM C-443. PVC PIPE SHALL MEET REQUIREMENTS OF ASTM D 3034, SDR-35, WITH INTEGRAL BELL TYPE FLEXIBLE ELASTOMERIC JOINTS, MEETING THE REQUIREMENTS OF ASTM D-3212. HDPE PIPE SHALL BE AS MANUFACTURED BY HANCOR OR EQUAL, WITH WATER TIGHT JOINTS, DESIGN MANNING "N" VALUE OF 0.010, OR EQUAL, AND SHALL MEET THE REQUIREMENTS OF AASHTO DESIGNATION M-294
TYPE S.
CATCH BASINS - CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PRECAST TYPE I CATCH BASIN OF THE FDM. ALL PRECAST INLET UNITS SHALL
CONFORM TO THE PERTINENT REQUIREMENTS OF AASHTO DESIGNATION M 199.
PRECAST REINFORCED BASES - SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH, WHICH MEETS THE REQUIREMENTS OF GRANULAR BACKFILL.
THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE.
STRUCTURE STEPS - SHALL BE INSTALLED IN ALL STRUCTURES OVER 5 FEET IN DEPTH: 16 INCH C-C MAXIMUM SPACING; PROJECT A MINIMUM CLEAR DISTANCE OF 4 INCHES FROM THE WALL AT THE POINT OF EMBEDMENT; MINIMUM LENGTH OF 10 INCHES; MINIMUM WALL EMBEDMENT OF 3 INCHES; AND BE CAPABLE OF SUPPORTING A CONCENTRATED LOAD OF 300 LBS. FERROUS METAL STEPS NOT PAINTED OR TREATED TO RESIST CORROSION SHALL HAVE A MINIMUM CROSS SECTIONAL DIMENSION OF 1 INCH. ALUMINUM SURFACES TO BE IMBEDDED IN CONCRETE SHALL BE GIVEN ONE COAT OF SUITABLE QUALITY PAINT, SUCH AS ZINC CHROMATE PRIMER CONFORMING TO FEDERAL SPECIFICATION YY-P-645 OR EQUIVALENT. STEPS OF APPROVED POLYPROPYLENE PLASTIC COATED REINFORCEMENT
BAR ARE ACCEPTABLE.
ALL BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED.
MANHOLES ON SUBJECT PROPERTY - MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH FILE NUMBERS 12, 13 AND 15 OF THE "STANDARD SPECIFICATIONS". MANHOLE FRAMES SHALL BE NEENAH R-2580-C WITH TYPE G GRATE OR EQUAL FOR PAVEMENT OR FIELD LOCATION.
BACKFILL AND BEDDING - STORM SEWER SHALL BE CONSTRUCTED WITH GRAVEL BACKFILL AND CLASS B BEDDING IN ALL PAVED AREAS AND TO A POINT 5 FEET BEYOND THE EDGE OF PAVEMENT. TRENCHES RUNNING PARALLEL TO AND LESS THAN 5 FEET FROM THE EDGE OF PAVEMENT SHALL ALSO REQUIRE GRAVEL BACKFILL AND CLASS B BEDDING. LANDSCAPED AREAS MAY BE CLASS C BEDDING WITH COMPACTED SPOIL BACKFILL CONFORMING TO SECTION 6.43.5 OF THE "STANDARD SPECIFICATIONS." ALL BACKFILL/BEDDING SHALL BE COMPACTED BY MECHANICAL MEANS.
FIELD TILE CONNECTION - ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE INCLUDED IN THE UNIT PRICE(S) FOR STORM SEWER. TILE LINES CROSSED BY THE TRENCH SHALL BE REPLACED WITH THE SAME MATERIAL AS THE STORM SEWER.
STORM SEWER SERVICES SHALL TERMINATE WITH REMOVABLE, RUBBER COMPRESSION GASKETED PLUGS.
8. WATER SPECIFICATIONS
CONSTRUCTION - IN ACCORDANCE WITH THE CHAPTER NR110 OF THE WISCONSIN ADMINISTRATIVE CODE, "STANDARD SPECIFICATIONS FOR SEWER AND WATER
CONSTRUCTION IN WISCONSIN", AND CITY ORDINANCES.
CONTACT - CONTRACTOR TO CONTACT MUNCIPALITY WATER DISTRIBUTION UTILITY AT LEAST 7 DAYS PRIOR TO ANY WORK INVOLVING THE PUBLIC WATER MAIN, INCLUDING LATERAL CONNECTIONS. CONTRACTOR TO CONTACT THE CITY WATER DIVISION AS SOON AS POSSIBLE TO REQUEST WATER SERVICE METER AND
CONNECTION.
MINIMUM DISTANCES - CONTRACTOR SHALL ENSURE THAT ALL WATER LINES INSTALLED MAINTAIN WISCONSIN ADMINISTRATIVE CODE MINIMUM VERTICAL DISTANCE REQUIREMENTS (I.E., BOTTOM OF WATER LINE MAINTAINS VERTICAL MIN. DISTANCE OF 6" TO TOP OF SANITARY/STORM LINES AND TOP OF WATER LINE
MAINTAINS VERTICAL MIN. DISTANCE OF 18" TO BOTTOM OF SANITARY/STORM LINE.
PIPE - WATER MAIN SHALL BE DUCTILE IRON OR POLYVINYL CHLORIDE (PVC) PIPE MEETING THE REQUIREMENTS OF AWWA STANDARD C-900, CLASS 150, SDR-18, WITH CAST-IRON-PIPE FITTINGS AND INTEGRAL ELASTOMERIC BELL AND SPIGOT JOINTS.
VALVES AND VALVE BOXES - GATE VALVES SHALL BE AWWA GATE VALVES MEETING THE REQUIREMENTS OF AWWA C-500 AND CHAPTER 6.27.0 OF THE "STANDARD SPECIFICATIONS". GATE VALVES TO BE WATEROUS, DUCTILE IRON CONSTRUCTION, AND CORROSION PROTECTED (CHAPTER 4.4.4, POLYETHYLENE WRAP, 8 MIL).
VALVE BOXES SHALL BE TYLER 6860 SERIES OR EQUAL.
TAPPING SLEEVES - SHALL BE OF STAINLESS STEEL COMPOSITION.
DEFLECTIONS - GREATER THAN 1% MUST BE MADE WITH A MECHANICAL FITTING.
LATERALS - 1-INCH DIAMETER OR LARGER LATERALS SHALL BE MADE WITH DOUBLE BAND, EPOXY COATED TAPPING SADDLES. SMITH-BLAIR 317 OR ENGINEER APPROVED EQUAL. 2-INCHES OR LARGER LATERALS SHALL BE MADE VIA STANDARD MECHANICAL JOINT FITTINGS.
TERMINUS - SHALL TERMINATE WITH A "CURB-STOP" VALVE AND BOX.
LATERAL TERMINUS - SHALL BE MARKED WITH A 2"X4" HARDWOOD TIMBER EXTENDING FROM THE TERMINUS TO 2 FEET ABOVE GROUND, PERPENDICULAR TO GROUND SURFACE. THE TIMBER SHALL BE PAINTED BLUE. EACH LATERAL SHALL BE PROVIDED WITH A WATERPROOF AND LEAK PROOF STOPPER OR CAP SUBJECT
TO APPROVAL OF THE VILLAGE ENGINEER.
FITTINGS - CLASS 350, TYLER, UNION, OR GRIFFIN MANUFACTURED. ALL MECHANICAL JOINTS SHALL BE MADE WITH "COR-BLUE" NUTS AND BOLTS AND MEGALUG GLANDS, OR APPROVED CORROSION RESISTANT EQUIVALENTS CONFORMING TO C-111, AWWA SPECIFICATIONS. FITTINGS SHALL BE CEMENT LINED AND COATED (AWWA C-110 AND C-153). CORROSION PROJECTION SHALL BE PROVIDED (CHAPTER 4.4.4. POLYETHYLENE WRAP, STANDARD SPECIFICATIONS). ALL HYDRANT
TEES SHALL BE ANCHOR TYPE.
INSULATION: CONSTRACTOR SHALL INSTALL 4" THICK POLYSTYRENE INSULATION OVER ENTIRE LENGTH OF WATER SERVICE. IN ACCORDANCE WITH FILE 48 OF
THE STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTURCTION IN WISCONSIN.
BEDDING AND COVER MATERIAL - WATER MAIN BEDDING AND COVER MATERIAL SHALL BE SAND, CRUSHED STONE CHIPS OR CRUSHED STONE SCREENINGS
CONFORMING TO CHAPTER 6.43.0 OF THE "STANDARD SPECIFICATIONS."
BACKFILL - BACKFILL MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE CHAPTER 2.6.0 OF THE "STANDARD SPECIFICATIONS." GRAVEL BACKFILL IS REQUIRED IN ALL PAVED AREAS AND TO A POINT 5 FEET BEYOND THE EDGE OF PAVEMENT. TRENCHES RUNNING PARALLEL TO AND LESS THAN 5 FEET FROM THE EDGE OF THE PAVEMENT SHALL ALSO REQUIRE GRAVEL BACKFILL. LANDSCAPED AREAS MAY BE BACKFILLED WITH EXCAVATED MATERIAL IN CONFORMANCE WITH
SECTION 6.43.5 OF THE "STANDARD SPECIFICATIONS."
COMPACTION OF BACKFILL - ALL BACKFILL SHALL BE COMPACTED BY MECHANICAL COMPACTION AS SPECIFIED IN CHAPTER 2.6.14(B) OF THE "STANDARD SPECIFICATIONS". AT THE END OF THE WORKING DAY, OPEN EXCAVATIONS SHALL NOT EXCEED 25 FEET IN LENGTH AND SHALL BE BARRICADED OFF OR STEEL
PLATED.
TESTING - ALL PIPE, FITTINGS, VALVES AND HYDRANTS SHALL BE HYDROSTATIC TESTED (CHAPTER 4.15.0, HYDROSTATIC PRESSURE TEST,, STANDARD SPECIFICATIONS). ALL MAINS SHALL PASS A BACTERIOLOGICAL TEST (CHAPTER 4.16.0, DISINFECTION OF WATER MAINS, STANDARD SPECIFICATIONS).
FIRE HYDRANT RELOCATION - CONSTRUCT IN ACCORDANCE WITH MUNICIPAL STANDARDS AND 'STANDARD SPECIFICATIONS FOR SEWER AND WATER
CONSTRUCTION IN WISCONSIN".
1 PR#7 - ADJ. CURB & PIPE SIZE 09/28/2023 LKJ
2 PR#53 - WATER LINE REVISION PER UTILITY 05/21/2024 LKJ
| PR#53 Writeup_R - Water Main and Gas Main Relocation |
| 24-05 Kueny WCC 020-C3-GRADING |
| Sheets and Views |
| C3-GRADING |
File details come from the government source that posted it. Updated .