HomeMy WebLinkAbout38-96.26IfOLEY DON'T MOLEY, CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE
BLIND GROUND EVIDENCE (including, but not limited lo,
manholes, inlets, volves, and marks mode upon
the ground by otters) AND ARE SPECULATIVE IN
NATURE- THERE WAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1 -800- 382- 5544GROUND EVIDENCE WAS OBSERVED, THE EXACT
CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
1 -800- 428- 5200�oRT'Es SHOULD+B A OENDSIBY THE CONTRACTOR ANY
FOR CALLS OUTSIDE OF INDIANA
LEGEND
ROPOSEO
0YADE
---___EXISTING GRADL -- l
F-? 1 o -1
EXISTING GRADE -- ° Y;- PROPOSED GRADE
2 +00
GRANULAR BACKFILL
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GATE: 04-26-1996 iK:.10 27 IFU: N: \1996 \960324\20000 \CAD \ENGR \SECI&2 \C703 M. CLEDAY
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NOTES:
1. CUTS SHOWN ARE APPROXIMATE, TAKEN I ROM EXISTING GRADE TO INVERT OF PIPE.
2. ALL SANITARY MANHOLE CASTINGS SHALL BE-
NEENAH R- 1712 -B -SP OR EQUAL W /CONCEALED PICK HOLES.
3. EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT
NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE
RECORDED PLAT FOR EXACT INFORMATION.
4. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS
TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE
OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN
REQUIRED BY THE AGENCY HALL NOT BE ACCEPTED. THE CONTRACTOR
SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING
CONSTRUCTION TO ASSURE THAT DESIGN GRADE 1$ BEING MAINTAINED.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P" APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS.
7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING
SANITARY SEWER PRIOR TO START OF CONSTRUCTION.
8. PIPE LENGTHS INCLUDE END SECTIONS.
9. FOR CURB CASTINGS, THE TC ELEVATION IS AT THE TOP OF CURB.
N
AQ
SITE MAP
1
STR. 24 STATION =0 +15
I
5 *50
STR. 726 STAT Rim Etev = 896.00
SYR. 727 � i I
STR. 728 S� ATION =8 +87 STATION =) +67 1 ev = I
STATION =9 +47 Rim Etev = 897.0 Rim Elev 897,00 STR. 726 i
I STR; 723 j Rile lev = 897.00 j
Rim Etev = .896:00 STR. 725, j j STATION =0 +00
i STATION=6 +97 STATION =3 +88 -- .. STR. 722 ;, STR.73 - -- -
i I I- ----- iA;P+ -~f le _- 895011: - - -- ..._ __ .. STR. 721 _ _ __ _ _ _i STATION =0 +45 I STR. 725
_ 1 _ - - +- Rim-E4ev =896:7$ -- ; - -- - - -- - ST'RTIDN =2 +35 Rim Etev = 896,00 - �- STATION =0 +00
- - RIr� Elev = 895.35 STATION =2 +05 STR. 7 9 - -a
- _
- - { - -
i Rim Etev - >�95.35 I ' ^- 2 j Rim Etev - 896.70
STATION =0 +33
RU'i Elev - 896.30
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15 LF
33 LF
12' RCP 12' RCP
I j at 1.53% j
1 ,.. { j at 4,99%
4892.70 9 x.49 892.39 1.87(W) y I j 1 1 892.68 I 892.95
SEE DtTAIL SA -11
660 F 9L E> ) ! d _ S ETj C5o7 892.20 8902(S)
12' RCP 120 1 12 RCP at ,43% I 90,97(W y
j at 0.35% ( 891,67(E)
' ' i 891.87<
I 1.87<S) 37(E> 890.01 _ _ - - -- - �.__
- - -- - 889.1 30 LF I I 890.97(W)
- EI9I32tS)- _ .
SEE DE AIL C507 - 147 ' F 24' RCP at 0.24% , 889.09
I
l{ 12' RCP STA, 0 +24 890.37(E)
162yLF 44. alt 0.44% I 888.31 at 1.60% ' STA 0 +10 WATER LINE
STA. 8 +98 7 F �STA. I 15 I 0 L I . 3 LF 24 RCP at 0.51% ' 887`j5' ! ! iVATER LINE LE. =889.5: WATER LINE T0. 7 +56 15' RCP LE. =889.51 8' PVC SANITAR+ t 1.00% 7 +OS i 887.20 i
i LE.g889.Ot
j E.-890.2+ I WATER LINE 1 1887.91 88 .85 i 205 LF 30' R�P at 0.27%
i 1 IF.- see.of
33Q'0 - .RLCF _ - � t
- -_ -._ -- - - -_ -� _ - I ST R 720
sT7: =
0 +0
rf80 STATION 0 f
- - -
-- ( 1 STA, 2 +39
at 0.20% I 8 PVC SANITARY
1 4" WATER LINE I.E. =885.9t� 1 !
+C I I.E. ■885.4♦
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1sT E ' C C , [ (
No. �I t
920288 = PROF14E EPROFILE NIKE PROFILE TEN
sTnrr: of
��\
' °Fars /ON A� ��`` � • -
SADDLE CREEK SEC. 1 & 2
BY: REVISIONS REVISIONS CIVIL ENGINEERING QUALITY ASSURANCE: DATE: DRAWING TITLE: DWG. TYPE FILE NUMBER SHEET:
CERTIFIED ;. PAUL I. CRIPE, I LAND SURVEYING
04 -24 -96 STORM SEWER
7172 GRAHAM ROAD • ARCHITECTURE SCALE: ,1108 NUMBER C703
DATE : I INDIANAPOLIS, INDIANA 46250 • LAND PLANNING DATE ' HORZ. 1 " =50' PLAN & P R 0 FI LE
317 842 -6777 VERT. 1 " =5' 960324-20000
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