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STRVGNRN. NOTES
1. OGNERE I: 28 DAY COMPREOME SUNNGRI fc = E000 PN
2 REBATE: AM A -615 GRAM 60
SAM ASiM A -185 GRADE 65
4. DESIGN: AEI- 318-0.5 BUMN9 CODE
5. LOADS AASNTO H -20 TRUCK NHEFE P =18.0 VIP
ANUM 0- 890'MWMUM SM1RVCNRAL DESIGN LOOK FOR
IMPOSING STRUCTURAL PRECAST 60NORE E WATER AND
WASIEMATFR STRUCTURES'
3015 IMPACT FOR If15 THAN 2 n. SOL COVER
M Ed 304 DEN nY
50 Pct UP. LATERAL Sol PRESSURE
100 Ed UVE LOAD SURCHARGE
r O" TRENCH 0' -0° TO 5' -0" 81 FWIM GRADE
GENERA. NOTES
L PUSTOMM To,
VERIFY ALL TRENCH FEATURES
DO ALL NEMNNG, 6ROUTNB & DPW OF VAULTS, HINTS & SONS
(U NAG NM-WW Mon
SUPPLY WFBD P1ALE& &INSTALL ALL FIRMS
INSTALL All LADDERS
UP, ALL PMONG
SHIPPING WEIGHT
TOPS: (51) TP %8D016s, (1)'E' 3,464 0s Ui 'Te 2,769 O4
(2)'15' 8.490 &a, (1)'75 3,933 ho, D)'D' 6,346 165,
(1) 'Ne 6,2,70 ibs, U)'T9' 4,839 E, (4) TO' 7,367 Al.
(1) 711' 5,140 mx (I)'nz 5.o]D &x U TS• ],218164
U)'ne 6,234 U
BASES (55)'81' 14,850 lb, (1)'82' IZOGJ N, (1)'83' 5,]50165
(1)'94' 4.592 111, (2) O51&7IJ Ws (i '116' 6,549168
(1) $r 1Q75U 1,% (1)188 10 615 1" (1)'69' 8,209 Ms,
(1 '915 81154165, (1) On' 7,163 lb. (1) W PENN lbs.
(Dole IZ341 lb, -
(135) PIEPER TOTAL
SYSTEM PROJECT
IM'OIXISiING'��/
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STRVGNRN. NOTES
1. OGNERE I: 28 DAY COMPREOME SUNNGRI fc = E000 PN
2 REBATE: AM A -615 GRAM 60
SAM ASiM A -185 GRADE 65
4. DESIGN: AEI- 318-0.5 BUMN9 CODE
5. LOADS AASNTO H -20 TRUCK NHEFE P =18.0 VIP
ANUM 0- 890'MWMUM SM1RVCNRAL DESIGN LOOK FOR
IMPOSING STRUCTURAL PRECAST 60NORE E WATER AND
WASIEMATFR STRUCTURES'
3015 IMPACT FOR If15 THAN 2 n. SOL COVER
M Ed 304 DEN nY
50 Pct UP. LATERAL Sol PRESSURE
100 Ed UVE LOAD SURCHARGE
r O" TRENCH 0' -0° TO 5' -0" 81 FWIM GRADE
GENERA. NOTES
L PUSTOMM To,
VERIFY ALL TRENCH FEATURES
DO ALL NEMNNG, 6ROUTNB & DPW OF VAULTS, HINTS & SONS
(U NAG NM-WW Mon
SUPPLY WFBD P1ALE& &INSTALL ALL FIRMS
INSTALL All LADDERS
UP, ALL PMONG
SHIPPING WEIGHT
TOPS: (51) TP %8D016s, (1)'E' 3,464 0s Ui 'Te 2,769 O4
(2)'15' 8.490 &a, (1)'75 3,933 ho, D)'D' 6,346 165,
(1) 'Ne 6,2,70 ibs, U)'T9' 4,839 E, (4) TO' 7,367 Al.
(1) 711' 5,140 mx (I)'nz 5.o]D &x U TS• ],218164
U)'ne 6,234 U
BASES (55)'81' 14,850 lb, (1)'82' IZOGJ N, (1)'83' 5,]50165
(1)'94' 4.592 111, (2) O51&7IJ Ws (i '116' 6,549168
(1) $r 1Q75U 1,% (1)188 10 615 1" (1)'69' 8,209 Ms,
(1 '915 81154165, (1) On' 7,163 lb. (1) W PENN lbs.
(Dole IZ341 lb, -
(135) PIEPER TOTAL
SYSTEM PROJECT
IM'OIXISiING'��/
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2 NO STEEL FORM IXRi$ USE HOED FWRUfNP RAGS FOR ALL RARING
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4. CONCRETE POWER: BROOM UNRSH UN MANNED EDGER
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PART
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1. FRCOUCTWR Ott: WE V BASES
2 USE OWN STEEL FORM
S CONCRETE FlMRI: UAT FLOAT HNRH RUTH N' PHANFEREO EDGES
4. OIMFN9O451N UIMERETS) ARE GRFBCAL
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PLAN VIEW
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