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*Service Saddle Must Be Omitted For Services 1 " and
Smaller and Direct Taps Made to Ductil Iron Pipe, Class
350 or Gretater. (Verify With Owner for Pressure Class
DIP).
* *For all Service Lines Installed Under Pavement, Install
HDPE Sleeve Under Pavement Section.
Water M
Notes: As Required
1. At High Points Along Main Water Line Where
Indicated On Drawings, Anchoring Tee Shall
Be Set At 45' Angle Upwards And Connected
To 6" 45"' Bend. Main Water Line Shall Be
Lowered To Provide Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run
Of Tee.
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distance, Or Less As Specified By Fire Department
on
NOTE:
1) 1 " or Smaller Service Line Shall be Direct Tap Unless
Approved by Carmel Utilities.
2) Corporation Stop Shall be Brand and Model Approved by
Carmel Utilities.
3) Service Line Tap Shall be Installed With a Minimum
Horizontal Separation of 24"
4) 2" Taps and Smaller Shall not be Installed Within 18"
of Mechanical Joints and Bells.
5
TITLE:
CITY OF CARMEL RESIDENTIAL WATER SERVICE
STANDARD DETAILS (NO CURB STOP) DETAIL
DRAWN BY: DRAWING NAME:
DATE: MARCH 2007 SCALE: NOT TO SCALE CROSSROAD ENGINEERS, PC CW4 -3
4. All valves must include Posi —Cap or equivalent
enturion A -423, Or Equal
"Safety Yellow"
1' -0" Min.
Bedding Material Conforming To
INDOT 903.02, Size No. 8
'x8 "x16" Solid
Block Or 6 "Min.
3" Concrete
)n Undisturbed
11 I V U I I LA .
5. Hydrant Valves must be restrained to the tee
with either all thread, or an anchoring tee.
CITY OF CARMEL
STANDARD DETAILS
TITLE:
FIRE HYDRANT
ASSEMBLY
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System,
Or Equal.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
7
1
5
4
CITY OF CARMEL WATER UTILITY
3
APPROVED LIST OF CONSTRUCTION MATERIALS
1) WATER MAIN: SHALL BE DUCTILE IRON PRESSURE CLASS 350.
2) BLUE REFLECTIVE WARNING TAPE: SHALL BE INSTALLED 181N ABOVE ALL WATER MAINS.
3) TRACING WIRE (10 OR 12 GAUGE): TO BE INSTALLED WITH ALL WATER MAINS. THERE MUST BE ACCESS TO
THE TRACER WIRE AT EACH VALVE BOX, WITH ENOUGH WIRE IN THE VALVE BOX TO INSURE THE PROPER
CONNECTION TO THE LOCATING MACHINE.
4) FIRE HYDRANTS: SHALL BE MUELLER (SAFETY YELLOW, M.A.B. # 0433291, SHERWIN WILLIAMS # F75YP2)
(CARMEL CLAY SPEC. HYDRANTS SHALL BE OPEN RIGHT AND WILL HAVE A SAFETY BLUE STRIPE AROUND HYDRANT
BONNET FROM THE FACTORY). THE HYDRANT PUMPER NOZZLE SHALL BE OF ONE -PIECE DESIGN, COMPATIBLE WITH
5" STORZ HOSE COUPLING. THE NOZZLE SHALL BE AN INTEGRAL PART OF THE FIRE HYDRANT AND MUST BE
FURNISHED BY THE MANUFACTURER OR AUTHORIZED DISTRIBUTOR DESIGNATED BY THE MANUFACTURER. MUELLER
MODEL 290220 FOR CASTING AND 290221 FOR CAP. STORZ ADAPTERS WILL NOT BE ACCEPTED.
5) VALVES: SHALL BE RESILIENT SEAT GATE VALVE, MUELLER ONLY. (CARMEL CLAY SPEC. VALVES SHALL BE OPEN
RIGHT)
BUTTERFLY VALVES SHALL BE USED FOR SIZES OVER 121N.
6) FITTINGS: SHALL BE UNION, TYLER.
7) MECHANICAL JOINTS: SHALL BE MADE WITH MEGALUGS.
8) VALVE BOXES: SHALL BE UNION TYLER OR EAST JORDAN IRON WORKS.
9) POSI CAPS OR BOX LOKS: SHALL BE INSTALLED, WITH EACH GATE VALVE.* *NOT TO BE USED ON BUTTERFLY
VALVES.***
10) CURB BOXES: SHALL BE UNION, TYLER.
11) TAPPING SLEEVES: SHALL BE SMITH BLAIR, ROMAC, OR JCM
12) REPAIR CLAMPS: SHALL BE FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS. SMITH BLAIR 226, FORD F -1,
JCM OR MUELLER EQUAL.
13) TAPPED REPAIR CLAMPS: (FOR %,11N, 11/2 IN, AND 21N TAPS ON PVC, 11/21N AND 21N ON DUCTILE IRON
AND SERVICE REPAIRS) SHALL BE 121N LONG, FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS AND TAPERED
THREADS. SMITH BLAIR, FORD, JCM, MUELLER.
14) SAMPLE STATIONS: SHALL BE INSTALLED AT THE UTILITIES REQUEST. (GIL INDUSTRIES MODEL # EH101).
15) SERVICE LINES: 3/41N, 11N, 11/21N, 21N, SHALL BE K - COPPER.
16) BRASS: COMPRESSION FITTINGS. PACK JOINTS NOT ALLOWED
(SEE METER PIT SPECS. FOR MAKE AND MODEL #)
17) JOINT RESTRAINS: SHALL BE FIELD LOCK GASKETS OR MECHANICAL BELL JOINT RESTRAINTS.
18) HDPE SLEEVES: SHALL BE USED FOR SERVICES THAT CROSS MAJOR CITY STREETS.
** 3/" & 1 " LINES WILL USE 3" HDPE SLEEVE
* *1 �h" & 2" LINES WILL USE 4" HDPE SLEEVE
19) ADDITIONAL KICKERS: SHALL BE SOLID BLOCK AND BRICK. NO POURED CONCRETE.
WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY
BEDDING, HAUNCHING, INITIAL BACKFILL
BEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION FOR WATER MAINS, WATER SERVICE
LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.
FINAL BACKFILL
FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS
UNDER AND WITHIN 5 -FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS
WITHIN CITY RIGHT -OF -WAY SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OF
ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO
NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE
BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB -BASE OF THE
PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE
COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE
LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE
TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE
TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION
OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE
EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY
ENGINEER.
DIGITAL AS -BUILT REQUIREMENTS
CITY OF CARMEL WATER UTILITIES REQUIRES TWO (2) SETS OF PAPER AS- BUILTS AS WELL AS TWO (2) DIGITAL
COPIES DRAWN WITH AUTOCAD VERSION 2004 OR EARLIER. THE AS -BUILT DRAWINGS MUST INCLUDE STREETS,
LOTS, WATER MAINS, AND THE MEASUREMENTS BETWEEN ALL FITTINGS, (VALVES, LATERALS, FITTINGS, SERVICE
LINES). WATER WILL NOT BE TURNED ON OR APPROVED UNTIL THIS REQUIREMENT IS FULFILLED.
ALL VALVES, HYDRANTS FITTINGS, ETC ARE REQUIRED TO BE CAPTURED USING SURVEY GRADE EQUIPMENT AS GPS
POINTS AND SUBMITTED WITH AS- BUILTS. MORE INFORMATION CAN BE FOUND IN THE CITY OF CARMEL SPECS.
'EBAR
WILL VARY
SERVICE LINE
TO HOME
STANDARD METER PIT INSTALLATION
FOR s /e° x a /a' AND 1" unEas
NOT TO SCALE
Item #
Description
5/8" x 3/4" meters
PRESSURE PIPE
JOINT RESTRAINT TABLE
Meter Pit Cover
Ford C3t
Ford X43 —T
1
with hole for touch
Tyler 6150
Length Of Pipe To Be Restrained
In Each Direction From 1/4 Of Bend
Based On 150 PSI Test Pressure
HYDRANTS, SERVICE LINES AND VALVES TO CONFORM TO THE CITY OF CARMEL WATER UTILITY'S STANDARDS
read and plug
A.Y. McDonald 74M3CTP
Degree
Of Bend
6"
8"
10" 12"
14" 16"
18
20"
24"
30"
90',Tees
8c Plugs
27'
35'
A.Y. McDonald 14 -4
42'
50'
Ford AV94 -323WQ
5 8'
65'
73'
80'
9 5'
1 15'
45�
7'
9'
4) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL WATER UTILITY INSPECTORS DURING THE
11,
13'
A.Y. McDonald 02- 4ye -44
15'
17'
19'
21'
24'
29'
22-1 /
3'
4'
x
5'
6'
1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY AND AND ALL FEES
7'
8'
91
10'
12'
14'
1 1 -1 /4'
2'
2'
Mid State — Soniloc
3'
3'
�,
4'
4'
4'
5'
6'
7'
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System,
Or Equal.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
7
1
5
4
CITY OF CARMEL WATER UTILITY
3
APPROVED LIST OF CONSTRUCTION MATERIALS
1) WATER MAIN: SHALL BE DUCTILE IRON PRESSURE CLASS 350.
2) BLUE REFLECTIVE WARNING TAPE: SHALL BE INSTALLED 181N ABOVE ALL WATER MAINS.
3) TRACING WIRE (10 OR 12 GAUGE): TO BE INSTALLED WITH ALL WATER MAINS. THERE MUST BE ACCESS TO
THE TRACER WIRE AT EACH VALVE BOX, WITH ENOUGH WIRE IN THE VALVE BOX TO INSURE THE PROPER
CONNECTION TO THE LOCATING MACHINE.
4) FIRE HYDRANTS: SHALL BE MUELLER (SAFETY YELLOW, M.A.B. # 0433291, SHERWIN WILLIAMS # F75YP2)
(CARMEL CLAY SPEC. HYDRANTS SHALL BE OPEN RIGHT AND WILL HAVE A SAFETY BLUE STRIPE AROUND HYDRANT
BONNET FROM THE FACTORY). THE HYDRANT PUMPER NOZZLE SHALL BE OF ONE -PIECE DESIGN, COMPATIBLE WITH
5" STORZ HOSE COUPLING. THE NOZZLE SHALL BE AN INTEGRAL PART OF THE FIRE HYDRANT AND MUST BE
FURNISHED BY THE MANUFACTURER OR AUTHORIZED DISTRIBUTOR DESIGNATED BY THE MANUFACTURER. MUELLER
MODEL 290220 FOR CASTING AND 290221 FOR CAP. STORZ ADAPTERS WILL NOT BE ACCEPTED.
5) VALVES: SHALL BE RESILIENT SEAT GATE VALVE, MUELLER ONLY. (CARMEL CLAY SPEC. VALVES SHALL BE OPEN
RIGHT)
BUTTERFLY VALVES SHALL BE USED FOR SIZES OVER 121N.
6) FITTINGS: SHALL BE UNION, TYLER.
7) MECHANICAL JOINTS: SHALL BE MADE WITH MEGALUGS.
8) VALVE BOXES: SHALL BE UNION TYLER OR EAST JORDAN IRON WORKS.
9) POSI CAPS OR BOX LOKS: SHALL BE INSTALLED, WITH EACH GATE VALVE.* *NOT TO BE USED ON BUTTERFLY
VALVES.***
10) CURB BOXES: SHALL BE UNION, TYLER.
11) TAPPING SLEEVES: SHALL BE SMITH BLAIR, ROMAC, OR JCM
12) REPAIR CLAMPS: SHALL BE FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS. SMITH BLAIR 226, FORD F -1,
JCM OR MUELLER EQUAL.
13) TAPPED REPAIR CLAMPS: (FOR %,11N, 11/2 IN, AND 21N TAPS ON PVC, 11/21N AND 21N ON DUCTILE IRON
AND SERVICE REPAIRS) SHALL BE 121N LONG, FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS AND TAPERED
THREADS. SMITH BLAIR, FORD, JCM, MUELLER.
14) SAMPLE STATIONS: SHALL BE INSTALLED AT THE UTILITIES REQUEST. (GIL INDUSTRIES MODEL # EH101).
15) SERVICE LINES: 3/41N, 11N, 11/21N, 21N, SHALL BE K - COPPER.
16) BRASS: COMPRESSION FITTINGS. PACK JOINTS NOT ALLOWED
(SEE METER PIT SPECS. FOR MAKE AND MODEL #)
17) JOINT RESTRAINS: SHALL BE FIELD LOCK GASKETS OR MECHANICAL BELL JOINT RESTRAINTS.
18) HDPE SLEEVES: SHALL BE USED FOR SERVICES THAT CROSS MAJOR CITY STREETS.
** 3/" & 1 " LINES WILL USE 3" HDPE SLEEVE
* *1 �h" & 2" LINES WILL USE 4" HDPE SLEEVE
19) ADDITIONAL KICKERS: SHALL BE SOLID BLOCK AND BRICK. NO POURED CONCRETE.
WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY
BEDDING, HAUNCHING, INITIAL BACKFILL
BEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION FOR WATER MAINS, WATER SERVICE
LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.
FINAL BACKFILL
FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS
UNDER AND WITHIN 5 -FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS
WITHIN CITY RIGHT -OF -WAY SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OF
ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO
NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE
BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB -BASE OF THE
PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE
COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE
LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE
TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE
TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION
OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE
EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY
ENGINEER.
DIGITAL AS -BUILT REQUIREMENTS
CITY OF CARMEL WATER UTILITIES REQUIRES TWO (2) SETS OF PAPER AS- BUILTS AS WELL AS TWO (2) DIGITAL
COPIES DRAWN WITH AUTOCAD VERSION 2004 OR EARLIER. THE AS -BUILT DRAWINGS MUST INCLUDE STREETS,
LOTS, WATER MAINS, AND THE MEASUREMENTS BETWEEN ALL FITTINGS, (VALVES, LATERALS, FITTINGS, SERVICE
LINES). WATER WILL NOT BE TURNED ON OR APPROVED UNTIL THIS REQUIREMENT IS FULFILLED.
ALL VALVES, HYDRANTS FITTINGS, ETC ARE REQUIRED TO BE CAPTURED USING SURVEY GRADE EQUIPMENT AS GPS
POINTS AND SUBMITTED WITH AS- BUILTS. MORE INFORMATION CAN BE FOUND IN THE CITY OF CARMEL SPECS.
'EBAR
WILL VARY
SERVICE LINE
TO HOME
STANDARD METER PIT INSTALLATION
FOR s /e° x a /a' AND 1" unEas
NOT TO SCALE
Item #
Description
5/8" x 3/4" meters
1 " meters
1) THE DEVELOPER WILL SUBMIT TWO (2) SETS OF PRELIMINARY PLANS FOR PROPOSED DEVELOPMENT SO
Meter Pit Cover
Ford C3t
Ford X43 —T
1
with hole for touch
Tyler 6150
Vestal 20X24r
HYDRANTS, SERVICE LINES AND VALVES TO CONFORM TO THE CITY OF CARMEL WATER UTILITY'S STANDARDS
read and plug
A.Y. McDonald 74M3CTP
A.Y. McDonald 74M43XTP
2
Ford Y502
Ford Y504
WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND
Yoke
Mueller H5020 -203
Mueller H5040 -330
FOR MAIN EXTENSIONS. IN GENERAL, THE CITY OF CARMEL WATER UTILITY WILL RESPOND WITHIN TEN (10)
REGULATIONS.
A.Y. McDonald 14 -2
A.Y. McDonald 14 -4
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Ford AV94 -323WQ
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3
Street Side
MUELLER b14273
Ford AV94 -444WQ
MEETING BEFORE WORK BEGINS. CONTRACTOR MUST HAVE APPROVED PLANS ON -SITE AND ALL MATERIALS TO
BE USED MUST BE APPROVED BY A CITY OF CARMEL WATER UTILITY INSPECTOR.
Angle Valve
A.Y. McDonald 4602Y— Q23/4X02
Mueller b24273
4) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL WATER UTILITY INSPECTORS DURING THE
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A.Y. McDonald 02- 4ye -44
CONSTRUCTION OF THE WATER MAIN EXTENSION AND WILL HONOR THE CITY OF CARMEL WATER UTILITY'S
House Side
Ford HHA94 -3230
Ford HA91 -444
4
Angle Check Valve
Mueller H14245
A.Y. McDonald 12- 3Ye -44
INC 1.40 O
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A.Y. McDonald 12 -3YQ33
No Mueller for this part
1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY AND AND ALL FEES
p`''
Fratco HDPE
Mid State Soniloc
2 SHOULD THE CONTRACTOR DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAINED
p
Fiber 20 "w X 48 "d
Fiber 24 "w X 48 "d
5
Meter Pit
Mid State — Soniloc
Fratco HDPE
INSTALLED WITH ALL WATER MAIN LAID IN CARMEL.
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Fiber 20"w X 48 "d
Fiber 24 "w X 48 "d
6
Service Line
3/4" K Copper
1 "K Copper
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Mueller H -15008 3/4"
Mueller H -15008 1"
7
Corporation Stop
Ford F1000 -3Q
Ford F1000 -4Q
6) THE CONTRACTOR WILL CONDUCT THE DISINFECTION OF WATER MAIN EXTENSION, WITH DIRECT
4) THE CONTRACTOR /DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE PRESENT
A.Y. McDonald 47010 3/4"
A.Y. McDonald 4701Q 1
8
ALL METER PITS MUST HAVE 3/8" REBAR MOUNTING ROD
4
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CITY OF CARMEL UTILITY
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1) THE DEVELOPER WILL SUBMIT TWO (2) SETS OF PRELIMINARY PLANS FOR PROPOSED DEVELOPMENT SO
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PIPE INSTALLATION
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HYDRANTS, SERVICE LINES AND VALVES TO CONFORM TO THE CITY OF CARMEL WATER UTILITY'S STANDARDS
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ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WATER UTILITY INDUSTRY AND THE AMERICAN WATER
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WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND
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FOR MAIN EXTENSIONS. IN GENERAL, THE CITY OF CARMEL WATER UTILITY WILL RESPOND WITHIN TEN (10)
REGULATIONS.
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3) CONTRACTORS SHALL CALL CITY OF CARMEL WATER UTILITY FOR AN ON -SITE PRE - CONSTRUCTION
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FURTHERMORE:
MEETING BEFORE WORK BEGINS. CONTRACTOR MUST HAVE APPROVED PLANS ON -SITE AND ALL MATERIALS TO
BE USED MUST BE APPROVED BY A CITY OF CARMEL WATER UTILITY INSPECTOR.
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4) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL WATER UTILITY INSPECTORS DURING THE
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CONSTRUCTION OF THE WATER MAIN EXTENSION AND WILL HONOR THE CITY OF CARMEL WATER UTILITY'S
1) ANY DAMAGE DONE TO THE CITY OF CARMEL WATER UTILITY'S SYSTEM BY THE CONTRACTOR /DEVELOPER
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OR HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE SATISFACTION AND DIRECTION OF THE CITY OF
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CARMEL WATER UTILITY BY THE CONTRACTOR /DEVELOPER AT HIS OWN EXPENSE.
1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY AND AND ALL FEES
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2 SHOULD THE CONTRACTOR DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAINED
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BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATER MAINS. TRACER WIRE MUST BE
HEREIN, HE SHALL SUBMIT SAMPLES AND /OR SPECIFICATIONS OF SUCH ALTERNATIVES TO THE CITY OF
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INSTALLED WITH ALL WATER MAIN LAID IN CARMEL.
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CARMEL WATER UTILITY BEFORE PROCEEDING.
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3) NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE CITY OF CARMEL
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BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
WATER UTILITY WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB.
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6) THE CONTRACTOR WILL CONDUCT THE DISINFECTION OF WATER MAIN EXTENSION, WITH DIRECT
4) THE CONTRACTOR /DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE PRESENT
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SUPERVISION BY A CITY OF CARMEL WATER UTILITY OPERATOR. THE CONTRACTOR WILL ALSO BE RESPONSIBLE
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OPERATION OF THE CITY OF CARMEL WATER UTILITY'S WATER /SANITARY SEWER SYSTEM. IF ANY WORK
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INTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL WATER UTILITY AND THE
CONTRACTOR /DEVELOPER, THE CITY OF CARMEL WATER UTILITY WILL RECEIVE PRIORITY IN SCHEDULING.
CITY OF CARMEL WATER UTILITY
DEVELOPER INSTALLED WATER MAINS
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1) THE DEVELOPER WILL SUBMIT TWO (2) SETS OF PRELIMINARY PLANS FOR PROPOSED DEVELOPMENT SO
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THE CITY OF CARMEL WATER UTILITY CAN DETERMINE THE MAIN LOCATION AND SIZING, LOCATION OF
HYDRANTS, SERVICE LINES AND VALVES TO CONFORM TO THE CITY OF CARMEL WATER UTILITY'S STANDARDS
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AND SPECIFICATIONS.
2) DEVELOPER WILL PROVIDE PLANS THAT CONFORM TO THE CITY OF CARMEL WATER UTILITY'S STANDARDS
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FOR MAIN EXTENSIONS. IN GENERAL, THE CITY OF CARMEL WATER UTILITY WILL RESPOND WITHIN TEN (10)
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3) CONTRACTORS SHALL CALL CITY OF CARMEL WATER UTILITY FOR AN ON -SITE PRE - CONSTRUCTION
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MEETING BEFORE WORK BEGINS. CONTRACTOR MUST HAVE APPROVED PLANS ON -SITE AND ALL MATERIALS TO
BE USED MUST BE APPROVED BY A CITY OF CARMEL WATER UTILITY INSPECTOR.
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4) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL WATER UTILITY INSPECTORS DURING THE
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CONSTRUCTION OF THE WATER MAIN EXTENSION AND WILL HONOR THE CITY OF CARMEL WATER UTILITY'S
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REQUEST FOR FIELD CHANGES IN MAIN EXTENSIONS RELATED TO LOCATION WORKMANSHIP AND MATERIALS AS
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THEY RELATE TO CITY OF CARMEL WATER UTILITY STANDARDS AND SPECIFICATIONS.
*ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12
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1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY AND AND ALL FEES
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ABOVE THE PIPE.
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BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATER MAINS. TRACER WIRE MUST BE
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INSTALLED WITH ALL WATER MAIN LAID IN CARMEL.
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5) THE CONTRACTOR WILL HAVE WATER MAIN EXTENSIONS PRESSURE TESTED PER CITY OF CARMEL UTILITY
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SPECIFICATIONS AND WITNESSED BY CITY OF CARMEL WATER UTILITY'S INSPECTOR. THE DEVELOPER'S
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BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
CONTRACTOR SHALL BE BILLED FOR ALL BACTERIOLOGICAL LAB SERVICES.
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6) THE CONTRACTOR WILL CONDUCT THE DISINFECTION OF WATER MAIN EXTENSION, WITH DIRECT
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SUPERVISION BY A CITY OF CARMEL WATER UTILITY OPERATOR. THE CONTRACTOR WILL ALSO BE RESPONSIBLE
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FOR THE DE- CHLORINATION OF THE WATER FLUSHED OFF DURING DISINFECTION PROCESS.
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7) ONLY AFTER THE WATER MAIN EXTENSION PASSES THE CITY OF CARMEL UTILITY S LABORATORY TESTING,
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AND TWO (2) SETS OF AS -BUILT PLANS AND ONE (1) DIGITAL COPY HAVE BEEN TURNED IN TO THE CITY OF
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CARMEL WATER UTILITY, WILL THE WATER BE TURNED ON BY THE CITY OF CARMEL WATER UTILITY.
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GENERAL NOTES:
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1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY AND AND ALL FEES
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ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
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2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAB CONNECTION.
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3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO
BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES.
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5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND
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METER WITH GAS COMPANY.
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6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL /PLUMBING
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DRAWINGS.
7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT
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ANY CHANGES.
8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /SANITARY SEWER SYSTEMS
AND DOMESTIC /FIRE LINE SERVICE.
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9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM
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SEWER /SANITARY SEWER INSTALLATION.
10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION
SYSTEM.
11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS.
12) SANITARY SEWER LATERALS, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE
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B- BORROW FOR STRUCTURE BACKFILL, MEETING ALL CURRENT INDOT REQUIREMENTS.
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13) THERE ARE TO BE NO WATER VALVES OR MANHOLES PLACED WITHIN THE PAVEMENT, CURBS OR
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SIDEWALKS.
14) THE DEVELOPER SHALL VERIFY THE ELEVATIONS OF EXISTING UTILITIES AND DESIGN PLANS ACCORDINGLY.
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EXISTING INFRASTRUCTURE SHALL NOT BE MOVED TO ACCOMMODATE NEW DEVELOPMENTS.
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JAMES E. SHIELDS, JR P.E. 10201333
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SHEET NO.
C701
CONSTRUCTION PLANS -DATED 8/2 6/2 013 PROJECT N0.
W12.0014
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CONSTRUCTION PLANS -DATED 8/2 6/2 013 PROJECT N0.
W12.0014
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