HomeMy WebLinkAboutC 703 Storm Sewer Plan and Profile�
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906.40 906-62
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5+62-00
911.75
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6+93.00
908,38
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908.83
908.83
912.61
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.PROFILE 817-823
PLAN 836-839
905 1
900 900
INVERT
INVERT OUT 910-0010,02 910-0710.09
SURFACE 91-3-CV13-98 9 13-91V113-08
0f00 0f50 1f00
PROFILE 836-839
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART V APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN
ADDITION, IN DEPTH R[OU0[ THE DESIGN OF A
TRENCH SAFETY ^."."M BY a vEmx/u«u PROFESSIONAL ENGINEER.
3. Al STRUCTURES SHALL HAVE ' JOINTS, 07 - STEPS AND PIP[ CONNECTIONS 0EL GROUTED, TROWELED SMOOTH AND BRUSM
4. Al STRUCTURES AE MANHOLES, INiErS S�&i w&� POURED F0wUNB�0 BENCH WALLS,
THE FLOW umE5 AND B[NCHMA-LS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. R[L0 ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES WAY BE R[0VIR[0 n0 W[[T
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0-5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO 07[RM|N[ THE INTEGRITY OF THE STRUCTURE
AT NO COST T0 THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE S[7 TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE
7. STORM PIP[ INVERTS AT OUTLET STRUCTURES ((E [NU SECTIONS), AND �P[ LENGTHS M�
R[ONR[ R[U) ADJUSTMENTS T0 MEET ACTUAL R[lD CONDITIONS.
'
B. FULL DEPTH GRANULAR 8xCKRLL SHALL BE R[OV0[D UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, |wCiU0wG CURBS, [UG[ OF Pxv[m[mT, AND SIDEWALKS.
». SE[ SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL.
/O. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE [
AND INCLUDE [N0 SECTIONS.
11./LL STORM SEWER PIPES ARE TO BE REINFORCED CONCRETE p|P[ Vwi[33 Or*[0mS[ NOTED.
PROFU LEMV
EXISTING I
GROUND PROPOSED
GRADE I
805
| � 805 �
EXISTING PROPOSE I D
GROUND
800 ----- - 00
DATUM ZfOO*-' STATIONING
-
CRANULAR BACKFILL
SEE NOTE 8
�XEY
DON'T S EZ: DIG
BLIND
CALL TOLL FREE
FOR CALLS OUTSIDE Or INDIANA
CAUTION
LOCATIONS or ALL EXISTING UNDERGROUND onuncs
SHOWN ow THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE
manholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR MICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
000
0000
00 vw
915
0.0
_ 915
910
| 910
-----'-1
/ 1B~ RCP 0
0i'5%
905 1
900 900
INVERT
INVERT OUT 910-0010,02 910-0710.09
SURFACE 91-3-CV13-98 9 13-91V113-08
0f00 0f50 1f00
PROFILE 836-839
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART V APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN
ADDITION, IN DEPTH R[OU0[ THE DESIGN OF A
TRENCH SAFETY ^."."M BY a vEmx/u«u PROFESSIONAL ENGINEER.
3. Al STRUCTURES SHALL HAVE ' JOINTS, 07 - STEPS AND PIP[ CONNECTIONS 0EL GROUTED, TROWELED SMOOTH AND BRUSM
4. Al STRUCTURES AE MANHOLES, INiErS S�&i w&� POURED F0wUNB�0 BENCH WALLS,
THE FLOW umE5 AND B[NCHMA-LS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. R[L0 ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES WAY BE R[0VIR[0 n0 W[[T
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0-5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO 07[RM|N[ THE INTEGRITY OF THE STRUCTURE
AT NO COST T0 THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE S[7 TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE
7. STORM PIP[ INVERTS AT OUTLET STRUCTURES ((E [NU SECTIONS), AND �P[ LENGTHS M�
R[ONR[ R[U) ADJUSTMENTS T0 MEET ACTUAL R[lD CONDITIONS.
'
B. FULL DEPTH GRANULAR 8xCKRLL SHALL BE R[OV0[D UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, |wCiU0wG CURBS, [UG[ OF Pxv[m[mT, AND SIDEWALKS.
». SE[ SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS IN THE PROJECT MANUAL.
/O. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE [
AND INCLUDE [N0 SECTIONS.
11./LL STORM SEWER PIPES ARE TO BE REINFORCED CONCRETE p|P[ Vwi[33 Or*[0mS[ NOTED.
PROFU LEMV
EXISTING I
GROUND PROPOSED
GRADE I
805
| � 805 �
EXISTING PROPOSE I D
GROUND
800 ----- - 00
DATUM ZfOO*-' STATIONING
-
CRANULAR BACKFILL
SEE NOTE 8
�XEY
DON'T S EZ: DIG
BLIND
CALL TOLL FREE
FOR CALLS OUTSIDE Or INDIANA
CAUTION
LOCATIONS or ALL EXISTING UNDERGROUND onuncs
SHOWN ow THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE
manholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR MICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.