HomeMy WebLinkAboutPOLICE DEPT PARKING LOT ADDITIONS ' t 1
I STORY MA.$ONARY
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PROP. ELEMTIOAJ '
—E- EXPANSION JOINT
—C COAITRACTION JOINT
MOTE: CITY TO REMOVE f RESET
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EX,5T/AJG CURB T. C. = 15.13 5/7 • / /09. 15' `5ET \ ' w , :
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CONSTRUCT AIEW CURB ON SOUTH SIDE ONLY C/TYoi� LA PORTSP0l.ICE ADMINISTRATION l 1-00
&?ADl1VG PLAN CRADIN6 PLAN
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CONSTRUCTION NOTES
(1) Lip shall be applied to 'the subgrade at the rate of
25.5''lbs. per square yard ( 5.75 % by dry weight )
(2) Final compaction of the subgrade shall be to a
m;nn m of 95 percent of the maxinam density obtained
by Standard Proctor Test (ASTM D-698)
(3) All testing and laboratory services shall be the
responsibility of the City of La Porte
PhOPOSED _G" CONC. PAVEMENT, ci 3/`I °ASPHALT EXPANSION JOIIJT
SMOOTH. 730WEL TROD x 141 Lo. @ l2" .C.
B/TUM/MOUS :.JOINT SE5 pAINT E CREASE THIS HALF of DOWEL
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EXPANSION CAP
EXIST. COMIC. PAVEMENT
3/4" ELD-FAINT E GREASE THIS HALF of DOWEL' / DOW .ROC. X 3/./"EXPAA/S/ON JOINT
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(SMOOTH)
EXPANSION JOINT DETAIL
N. T.S.
TYPICAL . SECTION ® .EXIST. PAVEMENT . OR:-S.TRUCTURES
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G" CONC. PAVEMENT3.REBAR 2y".C C._ __. 3/4" SMoori VOWEL 3/8"
•.D. p . .'. O b
ROD X /4
�: ;° lTUM/NOUS
A - •a . o.• JOINT SEALER
6" LIME STABILIZED. SUBGRADE
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PAINT / G'REASE 7N/S
F/RST SLAB POURED—"
OPTIONAL BUTT HALF of DOWEL
CON5TRICTroIV JOINT:DETA/L
TYPICAL PAVEMENT SECTI0itl ' 7
N.T. S.
Al.T. S,
N° 5 RE3AR
COIJCCETE CU96
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CJTY of LA PORTE
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