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UTILITY PLAN LEGEND
PROPOSED CONSTRUMN
SANITARY SEWER
SANITARY CLEANOUT
SANITARY LATERAL SANITARY MANHOLE
SANITARY LINE
SANITARY STRUCTURE NUMBER
SANITARY CASTING ELEVATION 715.50
EASEMENT LINE
SANITARY SEWER EASEMENT S.S.E.
SANITARY SB0ER, DRANAGE S.S..0.& U.E.
| & UTILITY EASEMENT |
STORM SEWER
CURB INLETS
STORM SEWER INLETS
STORM MANHOLE
END SECTION
STORM SEWER STRUCTURE NUMBER 500 r- -�
STORM SEWER INVERT ELEVATION
TOP OF CASTING ELEVATION
��
S0A� o o n
CONSTRUCTION UWKS
UTILITY PLAN NOTES-
1. OCCUPATIONAL SAFETY AND STANDARDS FOR EXCAVATIONS;
FINAL RULE 20 CFR PART 1920. SUBPART ^P^ APpU[3 TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
J. ALL STRUCTURES SHALL HAVE CASTNGS, J0|NTS, UR R|NGS, STEPS AND PIPE CONNECTIONS
WELL GRO0[D, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES UE: MANHOLES, INLETS) SHALL HAVE p0UH[D FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCH0ALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5 . FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) (T.C.) MAY OF STRUCTURES � BE REQUIRED TO MEET
CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
0. J0RW STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE URANAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (|[: [NU SECTIONS). AND PIPE LENGTHS MAX
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
D. FULL DEPTH GRANULAR BACKF|LL SHALL BE REQUIRED UNDER AND WITHIN /5\ FEET OF ALL
PAVED AREAS' INCLUDING CURBS. EDGE OF PA0[MENT, AND SIDEWALKS,
0. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL
10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE END SECTIONS.
11. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) BET
OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE.
12. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR
IS T0 FIELD VERIFY ALL HORIZONTAL AND YEKO0L LOCATIONS PRIOR TO CONSTRUCTION.
13. SEE SHEET C502 FOR STORM SBN[R, SANITARY AND UTILITY DETAILS,
14. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH *TIN STATE
STANDARDS" AND LOCAL CODES.
15. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE.
WHEN k STRUCTURE IS NOT A CURB INLET. TC SHALL |N0QT[ TOP OF CURB WHEN STRUCTURE IS
A CURB INLET.
16. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
STORM SEWER NETWORK DATA TABLE
STRUCTUREDATA PIPE DATA
STRUCTURE TYPE DEPTH CASTING STRUCTURE SIZE LENGTH TYPE
(number) (detail) (feet) us DS (inches) (feet)
704 EXISTING 2.69 - 909-37 908.59 EXISTING -
704A INLET A 4.59 E.J. 7045 910.41 909.87 12" 63 RCP
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT
2. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE.
J. CASTING |5 EAST JORDAN OR ENGINEERED EQUIVALENT.
KEYNOTE LEGEND
CUEAN0UT (SEE DETAIL 3A-1)
STANDARD WYE FITTING INSTALLATION INTO ANEXISTING SEWER PER CLAY
TOWNSHIP REGIONAL WASTE DISTRICT STANDARD DETAIL SHEET C502.
CORE DRILL EXISTING INLET WITH NEW STORM SEWER. PROVIDE WATERTIGHT
SEAL ATCONNECTION.
FULL DEPTH GRANULAR BACKF|LL WITHIN 5' OF PAVEMENT.
\/
PRIOR TO DIGGING CONTACT, CAU11ON LOCATIONS OF ALL EXISTING
UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
BASED UPON ABOVE GROUND EVIDENCE (including,
CARMEL UTILITIES 1-317-571-2648 but not limited to, manholes, inlets, valves, and
DUKEENERGY 1-800-382-5544 marks made upon the ground by others) AND ARE
SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
CARMEL ENGINEER 1-317-571-2441 EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
VECTREN ENERGY 1-800-382-5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE
BRIGHT HOUSE CABLE 1-317-844-8877 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
FIBER OPTIC COMMUNICATIONS 1-317-571-2586 U11LIlIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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STATE OF
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Checked By:
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Quality Assurance:
T. SCHELLENBERGER
Sheet
C501
1 Date
Project Number
0990488-10101
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CONCRETE W
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APPROX. 5.7' H
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PROPOSED
SANI, MANHOLE 809
MAINTENANCE
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LOCATE DURING SURVEY.
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EXIST 711 | | | |
TC=915.27'
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|E 36" RCP=908.72 .
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POINT #1007 | ! � ' { POINT #1008
FLAT INLET \ ' | | FLAT INLET
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UTILITY PLAN LEGEND
PROPOSED CONSTRUMN
SANITARY SEWER
SANITARY CLEANOUT
SANITARY LATERAL SANITARY MANHOLE
SANITARY LINE
SANITARY STRUCTURE NUMBER
SANITARY CASTING ELEVATION 715.50
EASEMENT LINE
SANITARY SEWER EASEMENT S.S.E.
SANITARY SB0ER, DRANAGE S.S..0.& U.E.
| & UTILITY EASEMENT |
STORM SEWER
CURB INLETS
STORM SEWER INLETS
STORM MANHOLE
END SECTION
STORM SEWER STRUCTURE NUMBER 500 r- -�
STORM SEWER INVERT ELEVATION
TOP OF CASTING ELEVATION
��
S0A� o o n
CONSTRUCTION UWKS
UTILITY PLAN NOTES-
1. OCCUPATIONAL SAFETY AND STANDARDS FOR EXCAVATIONS;
FINAL RULE 20 CFR PART 1920. SUBPART ^P^ APpU[3 TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
J. ALL STRUCTURES SHALL HAVE CASTNGS, J0|NTS, UR R|NGS, STEPS AND PIPE CONNECTIONS
WELL GRO0[D, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES UE: MANHOLES, INLETS) SHALL HAVE p0UH[D FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCH0ALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5 . FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) (T.C.) MAY OF STRUCTURES � BE REQUIRED TO MEET
CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
0. J0RW STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE URANAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (|[: [NU SECTIONS). AND PIPE LENGTHS MAX
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
D. FULL DEPTH GRANULAR BACKF|LL SHALL BE REQUIRED UNDER AND WITHIN /5\ FEET OF ALL
PAVED AREAS' INCLUDING CURBS. EDGE OF PA0[MENT, AND SIDEWALKS,
0. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL
10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE END SECTIONS.
11. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) BET
OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE.
12. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR
IS T0 FIELD VERIFY ALL HORIZONTAL AND YEKO0L LOCATIONS PRIOR TO CONSTRUCTION.
13. SEE SHEET C502 FOR STORM SBN[R, SANITARY AND UTILITY DETAILS,
14. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH *TIN STATE
STANDARDS" AND LOCAL CODES.
15. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE.
WHEN k STRUCTURE IS NOT A CURB INLET. TC SHALL |N0QT[ TOP OF CURB WHEN STRUCTURE IS
A CURB INLET.
16. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
STORM SEWER NETWORK DATA TABLE
STRUCTUREDATA PIPE DATA
STRUCTURE TYPE DEPTH CASTING STRUCTURE SIZE LENGTH TYPE
(number) (detail) (feet) us DS (inches) (feet)
704 EXISTING 2.69 - 909-37 908.59 EXISTING -
704A INLET A 4.59 E.J. 7045 910.41 909.87 12" 63 RCP
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT
2. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE.
J. CASTING |5 EAST JORDAN OR ENGINEERED EQUIVALENT.
KEYNOTE LEGEND
CUEAN0UT (SEE DETAIL 3A-1)
STANDARD WYE FITTING INSTALLATION INTO ANEXISTING SEWER PER CLAY
TOWNSHIP REGIONAL WASTE DISTRICT STANDARD DETAIL SHEET C502.
CORE DRILL EXISTING INLET WITH NEW STORM SEWER. PROVIDE WATERTIGHT
SEAL ATCONNECTION.
FULL DEPTH GRANULAR BACKF|LL WITHIN 5' OF PAVEMENT.
\/
PRIOR TO DIGGING CONTACT, CAU11ON LOCATIONS OF ALL EXISTING
UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
BASED UPON ABOVE GROUND EVIDENCE (including,
CARMEL UTILITIES 1-317-571-2648 but not limited to, manholes, inlets, valves, and
DUKEENERGY 1-800-382-5544 marks made upon the ground by others) AND ARE
SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
CARMEL ENGINEER 1-317-571-2441 EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
VECTREN ENERGY 1-800-382-5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE
BRIGHT HOUSE CABLE 1-317-844-8877 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
FIBER OPTIC COMMUNICATIONS 1-317-571-2586 U11LIlIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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C8mn[ nm 10-6
10404538 1 cc
STATE OF
UJ
Drown By:
Checked By:
K. COLLINS
Quality Assurance:
T. SCHELLENBERGER
Sheet
C501
1 Date
Project Number
0990488-10101
F--
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EXIST 711 | | | |
TC=915.27'
|
|E 36" RCP=908.72 .
| | i
|E 5 " = PVC Q09�8 , / / �_/ ` �
|E (W) 36" RCP=908.72 �� | i | | -^`
!
[�l .
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/ L/7
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STREET E |
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POINT #1007 | ! � ' { POINT #1008
FLAT INLET \ ' | | FLAT INLET
,--TC=915]1' | /
| /
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UTILITY PLAN LEGEND
PROPOSED CONSTRUMN
SANITARY SEWER
SANITARY CLEANOUT
SANITARY LATERAL SANITARY MANHOLE
SANITARY LINE
SANITARY STRUCTURE NUMBER
SANITARY CASTING ELEVATION 715.50
EASEMENT LINE
SANITARY SEWER EASEMENT S.S.E.
SANITARY SB0ER, DRANAGE S.S..0.& U.E.
| & UTILITY EASEMENT |
STORM SEWER
CURB INLETS
STORM SEWER INLETS
STORM MANHOLE
END SECTION
STORM SEWER STRUCTURE NUMBER 500 r- -�
STORM SEWER INVERT ELEVATION
TOP OF CASTING ELEVATION
��
S0A� o o n
CONSTRUCTION UWKS
UTILITY PLAN NOTES-
1. OCCUPATIONAL SAFETY AND STANDARDS FOR EXCAVATIONS;
FINAL RULE 20 CFR PART 1920. SUBPART ^P^ APpU[3 TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
J. ALL STRUCTURES SHALL HAVE CASTNGS, J0|NTS, UR R|NGS, STEPS AND PIPE CONNECTIONS
WELL GRO0[D, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES UE: MANHOLES, INLETS) SHALL HAVE p0UH[D FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCH0ALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5 . FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) (T.C.) MAY OF STRUCTURES � BE REQUIRED TO MEET
CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
0. J0RW STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE URANAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (|[: [NU SECTIONS). AND PIPE LENGTHS MAX
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
D. FULL DEPTH GRANULAR BACKF|LL SHALL BE REQUIRED UNDER AND WITHIN /5\ FEET OF ALL
PAVED AREAS' INCLUDING CURBS. EDGE OF PA0[MENT, AND SIDEWALKS,
0. SEE SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL
10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND
INCLUDE END SECTIONS.
11. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) BET
OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE.
12. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR
IS T0 FIELD VERIFY ALL HORIZONTAL AND YEKO0L LOCATIONS PRIOR TO CONSTRUCTION.
13. SEE SHEET C502 FOR STORM SBN[R, SANITARY AND UTILITY DETAILS,
14. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH *TIN STATE
STANDARDS" AND LOCAL CODES.
15. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE.
WHEN k STRUCTURE IS NOT A CURB INLET. TC SHALL |N0QT[ TOP OF CURB WHEN STRUCTURE IS
A CURB INLET.
16. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
STORM SEWER NETWORK DATA TABLE
STRUCTUREDATA PIPE DATA
STRUCTURE TYPE DEPTH CASTING STRUCTURE SIZE LENGTH TYPE
(number) (detail) (feet) us DS (inches) (feet)
704 EXISTING 2.69 - 909-37 908.59 EXISTING -
704A INLET A 4.59 E.J. 7045 910.41 909.87 12" 63 RCP
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT
2. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE.
J. CASTING |5 EAST JORDAN OR ENGINEERED EQUIVALENT.
KEYNOTE LEGEND
CUEAN0UT (SEE DETAIL 3A-1)
STANDARD WYE FITTING INSTALLATION INTO ANEXISTING SEWER PER CLAY
TOWNSHIP REGIONAL WASTE DISTRICT STANDARD DETAIL SHEET C502.
CORE DRILL EXISTING INLET WITH NEW STORM SEWER. PROVIDE WATERTIGHT
SEAL ATCONNECTION.
FULL DEPTH GRANULAR BACKF|LL WITHIN 5' OF PAVEMENT.
\/
PRIOR TO DIGGING CONTACT, CAU11ON LOCATIONS OF ALL EXISTING
UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
BASED UPON ABOVE GROUND EVIDENCE (including,
CARMEL UTILITIES 1-317-571-2648 but not limited to, manholes, inlets, valves, and
DUKEENERGY 1-800-382-5544 marks made upon the ground by others) AND ARE
SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
CARMEL ENGINEER 1-317-571-2441 EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
VECTREN ENERGY 1-800-382-5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE
BRIGHT HOUSE CABLE 1-317-844-8877 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
FIBER OPTIC COMMUNICATIONS 1-317-571-2586 U11LIlIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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Sheet
C501
1 Date
Project Number
0990488-10101
NOTES:
1. THE DEPTH OF THE STRUCTURE IS CALCULATED FROM THE TC OR RIM ELEVATION TO THE INVERT OUT
2. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE.
J. CASTING |5 EAST JORDAN OR ENGINEERED EQUIVALENT.
KEYNOTE LEGEND
CUEAN0UT (SEE DETAIL 3A-1)
STANDARD WYE FITTING INSTALLATION INTO ANEXISTING SEWER PER CLAY
TOWNSHIP REGIONAL WASTE DISTRICT STANDARD DETAIL SHEET C502.
CORE DRILL EXISTING INLET WITH NEW STORM SEWER. PROVIDE WATERTIGHT
SEAL ATCONNECTION.
FULL DEPTH GRANULAR BACKF|LL WITHIN 5' OF PAVEMENT.
\/
PRIOR TO DIGGING CONTACT, CAU11ON LOCATIONS OF ALL EXISTING
UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
BASED UPON ABOVE GROUND EVIDENCE (including,
CARMEL UTILITIES 1-317-571-2648 but not limited to, manholes, inlets, valves, and
DUKEENERGY 1-800-382-5544 marks made upon the ground by others) AND ARE
SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
CARMEL ENGINEER 1-317-571-2441 EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
VECTREN ENERGY 1-800-382-5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE
BRIGHT HOUSE CABLE 1-317-844-8877 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
FIBER OPTIC COMMUNICATIONS 1-317-571-2586 U11LIlIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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STATE OF
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Quality Assurance:
T. SCHELLENBERGER
Sheet
C501
1 Date
Project Number
0990488-10101
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STATE OF
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Drown By:
Checked By:
K. COLLINS
Quality Assurance:
T. SCHELLENBERGER
Sheet
C501
1 Date
Project Number
0990488-10101
LLJS
LU
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C/
U�c
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Lj
C8mn[ nm 10-6
10404538 1 cc
STATE OF
UJ
Drown By:
Checked By:
K. COLLINS
Quality Assurance:
T. SCHELLENBERGER
Sheet
C501
1 Date
Project Number
0990488-10101
C8mn[ nm 10-6
10404538 1 cc
STATE OF
UJ
Drown By:
Checked By:
K. COLLINS
Quality Assurance:
T. SCHELLENBERGER
Sheet
C501
1 Date
Project Number
0990488-10101