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SEWER LATERAL OR MAIN OUTSIDE EDGE <br />ROTATE BEND AS REQUIRED TO BRING SERVICE ��EA 15' UTILITY <br />� EASEMENT LINE <br />/ PIPE INTO ALIGNMENT WITH SERVICE BRANCH <br />SERVICE WYE "--6" P.V.C. @ 0.67% MIN. SLOPE TEMP. <br />PLUG <br />W/ 6 BRANCH <br />DOUBLE SERVICE C❑NNECTI❑N <br />Q SEWER LATERAL OR MAIN <br />ROTATE BEND AS REQUIRED TO BRING SERVICE <br />PIPE INTO ALIGNMENT WITH SERVICE BRANCH <br />6" P.V.C. 0 0.67% MIN. SLOPE TEMP. <br />SERVICE WYE PLUG <br />W/ 6" BRANCH _ <br />SINGLE SERVICE C❑NNECTI❑N o <br />STREET (*) 2"x4" STAKE <br />VARIES - SEE PLANS � PAINTED GREEN <br />(TYP.) _ <br />w a <br />_1 <br />tr cn -00 <br />N � <br />TEMP PLUG <br />—T <br />s' <br />cn <br />N <br />c� <br />A, <br />A, <br />0 <br />U <br />6" PVC ® 0.677. MIN. SLOPE <br />UNDISTURBED <br />SOIL <br />SECTI❑N — SHALLOW C❑NNECTI❑N <br />STREET (*) 2%4" STAKE <br />VARIES - SEE PLANS PAINTED GREEN <br />(TYP.) <br />...:.:.:...:.:.:.:.:.. <br />N <br />M a <br />m <br />6" P.V.C. ® 0.67% MIN. SLOPE <br />N <br />TEMP. <br /><° VARIES UNDISTURBED SOIL PLUG <br />.::-- <br />4" MIN. CLASS "C" CONCRETE ENCASEMENT OVER <br />ENTIRE LENGTH OF WYE BRANCH. POUR CONCRETE <br />AGAINST UNDISTURBED SIDE OF TRENCH. <br />NOTES: <br />1— SERVICE CONNECTION PAY ITEM INCLUDES ALL WYES, BENDS, <br />PLUGS AND CONCRETE AS REQUIRED. 6" SERVICE LINE IS A <br />SEPARATE PAY ITEM. <br />2— MARK SEWER SERVICE LOCATION ON CURB WITH GREEN PAINT. <br />(*) 2"x4" GREEN STRIPE TO BE PAINTED ON CURB (IF APPLICABLE) <br />3— STAKE TO BE 2"X4" PRESSURE TREATED WOOD. <br />SECTI❑N — DEEP C❑NNECTI❑N <br />SANITARY SERVICE CONNECTIONS <br />6 MIN. CONCRETE ENCASEMENT <br />ALL AROUND <br />V.U. Vf-Nr"1ES <br />CONCRETE ENCASEMENT <br />N.T.S. <br />N.T.S. <br />1'-0" <br />PARKING BY <br />DISABLED <br />PERMIT <br />ONLY <br />3/8" HOLES WITH HOLES <br />DRILLED ON 1" CENTERS FULL <br />LENGTH IN FULL LENGTH IN <br />$250 FINE METAL POST. (MOUNT WITH <br />F.S. 318.18 5/16" x 2 1/4" BOLTS, TOP AND <br />BOTTOM OF SIGN) <br />FA A <br />W1 I <br />CONCRETE <br />FOOTING <br />SIGN DETAIL <br />N.T.S <br />3 1 /8" <br />5/8" <br />1 1/2" <br />1 1/4" <br />METAL POST <br />WT. OF BLANK POST SHALL BE 2-2 1/2"#/FT. <br />SECTION A - A <br />H/C SIGN PER FDOT INDEX 17355, FTP-20-06 <br />& FTP-22-06 <br />HANDICAP PARKING SIGN DETAIL <br />NTS <br />NORMAL 40'-0" WITH 4' WIDE SIDEWALK <br />MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK <br />_ <br />e <br />' <br />- <br />a <br />- <br />a a - 4. <br /><� <br />- -- <br />- .. <br />- a.ad <br />- d <br />EXPANSION JOINT <br />1 /2" EXPANSION <br />JOINT FULL DEPTH <br />W STRUCK JOINT <br />6' MAX <br />BROOM FINISH <br />1/4" <br />— D/V1l <br />e <br />a .d <br />< e <br />d e Z_ <br />d <br />4 e _ - <br />e <br />< d - .< d. <br />° V <br />as - . <br />.e .d'. a .a <br />. 4- - <br />d <br />STRUCK JOINT <br />NOTES: <br />1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN <br />DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. <br />2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PRE <br />FORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. <br />3. 3,000 PSI CONCRETE <br />TYPICAL SIDEWALK <br />NTS <br />H/C SIGN PER FDOT INDEX 13355 <br />H/C STRIPING PER FDOT INDEX 17346 <br />6" WHITE <br />2" T 2" <br />12' <br />USF 7610 HANDHOLE <br />RING & COVER <br />CONCRETE PAD <br />BUILDERS FELT \ / 16" SQ X 4" THICK IN <br />UNPAVED AREAS <br />45° WYE <br />WHITE j STOPPER AS <br />RECOMMENDED <br />BY THE PIPE <br />MANUFACTURER <br />ut <br />CLEANOUT <br />NTS <br />5' <br />HANDICAP PARKING PAVEMENT MARKING <br />NTS <br />PRECAST CONCRETE WHEEL STOP <br />NORMAL <br />ASPHALT 1.5" <br />BASE 9" <br />SUB -GRADE 6" <br />NTS <br />ASPHALT <br />24" <br />1011 1 '-2" <br />3/4"R <br />e D ',D R z°D.p <br />SLOPE TO FIT � .- T <br />DRIVEWAY P <br />SURFACE ° ° co . <br />e e <br />FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO.300 <br />DROP CURB <br />NTS <br />USE TYPE III <br />CRUSHED CONCRETE, LBR-100, PER FDOT STANDARD <br />SPEC 204-2.2, COMPACTED TO 100% OF AASHTO T-180 <br />LBR-20, COMPACTED TO 98% AASHTO T-180 <br />TYPICAL ASPHALT PAVEMENT SECTION <br />NTS <br />3/4"R <br />T <br />TYPE II D,, CURB <br />PAVEMENT SURFACE <br />co ca Id <br />� <br />0) I >- <br />w <br />w <br />U <br />w <br />U <br />Ir <br />w <br />W� <br />a z Z <br />w O <br />o a <br />w U cr U <br />Lo <br />> a- CD <br />ircc w <br />z <br />O U U <br />w v) <br />G <br />��2�2w <br />N <br />n N O Q <br />o co co 0 <br />W co I- (o Ln C7 N r <br />rtw>_w_ozw <br />Lo <br />Q Q J <br />Z>-oQ�n &0 C7 <br />oc7mwzaw cc N r <br />QmwwgOm 0 it O N <br />�Z)PDw0c cr ¢ W .. coOO <br />0 O z w o o G m O N <br />W¢a- 0 0Otr ON HO <br />a cc: 0 <br />G <br />w ffl � � <br />v o ¢7 0 z <br />z cno� p <br />Od PR0� <br />0 <br />N <br />W ¢ <br />0 <br />CD <br />m 0 Lo <br />¢ _ N <br />O W CD <br />Ir co co O <br />coU <br />J m N r- IL <br />= w N tr <br />c> cc) z v p <br />ZO <br />O N d m� tL ¢ <br />c� cs z c� cn <br />zzOzcu <br />E Ezl-r <br />wz¢> <br />_Z .w is ¢ <br />0 IL CD <br />O z z <br />w z z <br />J J <br />� H <br />U <br />U <br />U- <br />i' <br />a <br />W p <br />N !� <br />L v <br />M <br />F- <br />O <br />J Q <br />Z O <br />O i v, <br />J <br />cn <br />G J H <br />U � � <br />� a <br />'• W <br />= N <br />a <br />w <br />N <br />S <br />H <br />E <br />E <br />T <br />8 <br />0 <br />