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12-225-002a - •r W• ••• r • rrr•r ••• I Q 18 30 0 r•r • • • • • • W • B • • FOR PERFORATED C.M.P., PIPE JOINTS ARE TO BE BANDED, BUT NO GASKET PLASTIC FILTER FABRIC STD. C.B coo (SEE SD 22) SEE ' t OPEN JOIN GROUT a N • • • " 4 SELECT FILL _ 12 MAX. BALLAST 40 ROCK —\, — (SEE NOTE — — — — BOTTOM ELEV. STD. MANHOLE OR CATCH BASIN * NO SLOTS OR PLASTIC (SEE NOTE 2) PERFORATIONS ON THIS FILTER LENGTH OF PIPE FABRIC LENGTH OF FRENCH DRAIN LONGITUDINAL SECTION SELECT FILL SEE C -2 PLASTIC FILTER FABRIC PLASTIC FILTER FABRIC o • I Z � N N �•�• ••• N C-4 + �y 1:1 OR STEEPER INV. SEE C -2 PLASTIC FILTER SEE NOTE 4 f z FABRIC 7 4.0' M.S.L. SEE NOTE 4 BALLAST o � BOTTOM ELEV.� •s _ _ •: ROCK w w (SEE NOTE 2) m U e � • • W CD - ALT. TRANS. SECTION MAY BE USED IN AREAS WHERE TRENCH WALLS WILL NOT 5' -0' STAND VERTICAL, OR WHERE CAVE IN BELOW THE WATER TABLE IS LIKELY TO OCCUR. TO BE USED AT THE TRANSVERSE SECTION ENGINEERS DISCRETION. NOTES: 1. PLASTIC FILTER FABRIC (AT EA. SIDE SHALL BE USED IN SANDY AREAS AS NOTED ON PLANS AND / OR AS DIRECTED BY THE ENGINEER. 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH BE COMPLETED IN ACCORDANCE 4. INVERT ELEVATION TO BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL). WITH THE DETAILS, EXFILTRATION TRENCH DETAILS E RENE CASKET SEE BAFFLE DETAIL -- PIPE DIAMETER PLAN NOT TO SCALE BRACKET DETAIL 1 1 E 1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE - DIAMETER TO BE AS PER TABLE 1 2. 1/2' GALVANIZED LAG BOLT IN LEAD SHIELD 3. WELL OR 2 -1/4" THRU BOLTS. 4. MIN. SUMP IN P.R.B. INLET IS 2.5' BELOW LOWEST INV. OF PIPE IN INLET. 5. BOTTOM OF P.R.B. TO BE MIN. 2' BELOW CONTROL ELEVATION. ELEVATION TABLE 1 D B%FlkLE 12 15 I Q 18 30 0 6 30 42 36 48 POLLUTION RETARDANT BASIN (BAFFLE TYPE) NOT TO SCALE MIN. 16 GAUGE PLATE TO BE WELDED ALUMINUM CORRUGATED METAL PIPE CUT IN HALF 2' MIN, OR AS NOTED ON THE PLAN EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT CLEAN EDGE, STRIP 1 12' MIN BACK EXISTING ASPHALT k POP. ASPH. ROCK BASE AS SHOWN & PAVEMENT PROPOSED ASPHALT PAVEMENT MATCH EXISTING PAVEMENT .000 ��• ca` • w • s .'• � EXISTING LIMEROCK BASE • '" Y PROPOSED LIMEROCK BASE EXISTING COMPACTED SUBGRADE 6 PROPOSED COMPACTED SUBGRADE SAWCUT PAVEMENT DETAIL NOT TO SCALE in N d W 0 FILLET EACH CORNER (OPTIONAL) GENERAL NOTES: 1. CIRCULAR STRUCTURES (ALTERNATES 'A') MAY BE CONSTRUCTED OF CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES 'B' k 'C') SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE OR PRECAST. 2. WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PUCE OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS A.S.T.M. SPECIFICATIONS C -76, TABLE III, FOR B WALL REINFORCED CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH ASTM SPECIFICATION C--478 WILL BE ACCEPTABLE. TOP AND FLOOR SLAB THICKNESS AND REINFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. 3. PRECAST TOP AND /OR FLOOR SUBS MAY BE OF THE SAME CONCRETE AS SPECIFIED IN ASTM SPECIFICATIONS C -478 FOR PRECAST CIRCULAR UNITS. 4. SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO HALF THE DIAMETER OF THE LARGEST PIPE. 5. CORNER FILLETS SHOWN FOR RECTANGULAR STRUCTURES ARE NECESSARY ONLY WHEN STRUCTURES ARE USED IN CONJUNCTION WITH CIRCULAR TOPS. 6. STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TOPS WITH A MINIMUM OF 6 -No. 4 BARS 12" LONG. 7. ANY INLET, MANHOLE, OR JUNCTION BOX MAY BE USED IN CONJUNCTION WITH ANY INLET THROAT OR MANHOLE TOP. 8. MORTAR USED TO SEAL THE PIPE IN THE WALLS OF THE PRECAST UNITS SHALL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF THE UNITS. MAXIMUM OPENING FOR PIPE SHALL BE MAXIMUM REQUIRED O.D. + 6 ". 9. THE OUTSIDE OF BRICK WALLS SHALL BE PLASTERED WITH 1:2 CEMENT MORTAR. INLET, MANHOLE & JUNCTION BOX (TYPE Tv) NOT TO SCALE /— PROPERTY LINE (R /W) 7' 4, L EXISTING 0.02 PAVEMENT 0.079 MAX. — I NOTE. SECTION 'A -A' FDOT Q REFER TO FDOT INDEX 300 k 515 FOR LADDMON IAL INFORMATION 16' DRIVEWAY CURB 2' CURB At GUTTER �■r ' REFER TO C 2 FOR I Q I Cc 0 I SOMEONE � w t� V I � Cc Q IoQ- = c C D LL c* 2-- #6 BARS Nome + aw'v13 N' ALL A OUND _ 1 0 I- ■= U) ^J k � oo ob arm� W I 1 N � I I L- I wJ 8" WALL-BRICK PLAN 6" WALL -CONC. PAN ORNER FILLET 2 - #6 ALL AROUN D-� r •L aD . .__• .__. . 4 o 12 " O.C. - 3' -6" 4' -0" I •i I+ i 3' -6" LQUARE •I DM. i I BRICK 6" CONC. 1 1 �• I 1 I •I 4 H OPS • 12" NTERS I 1 1 1 #4 0 12" O.C. I •i Lo •i BOTH WAYS IL rn 1• Vol EINFORCING SHALL BE IN 3 TYP I� 1 0 I CENTER 1/3 i•j' ;; , ¢ .� � OF WALL CONST. JOINT PERMITTED -,----7 - -- -_.l L-- CONST. JOINT PERMITTED 4 9" O.C. 4 d 9" O,C_y BO TH WAYS) BOTH WAYS) ALTERNATE "A" ALTERNATE "B" (OPTIONAL) GENERAL NOTES: 1. CIRCULAR STRUCTURES (ALTERNATES 'A') MAY BE CONSTRUCTED OF CONCRETE OR BRICK, BUT RECTANGULAR STRUCTURES (ALTERNATES 'B' k 'C') SHALL BE CONSTRUCTED OF CONCRETE ONLY. THE CONCRETE MAY BE CAST -IN -PLACE OR PRECAST. 2. WALL REINFORCEMENT AND THICKNESS ARE FOR EITHER CAST -IN -PUCE OR PRECAST CONCRETE EXCEPT THAT FOR PRECAST CIRCULAR UNITS A.S.T.M. SPECIFICATIONS C -76, TABLE III, FOR B WALL REINFORCED CONCRETE PIPE OR PRECAST CIRCULAR UNITS IN ACCORDANCE WITH ASTM SPECIFICATION C--478 WILL BE ACCEPTABLE. TOP AND FLOOR SLAB THICKNESS AND REINFORCEMENT ARE FOR ALL TYPES OF CONSTRUCTION. 3. PRECAST TOP AND /OR FLOOR SUBS MAY BE OF THE SAME CONCRETE AS SPECIFIED IN ASTM SPECIFICATIONS C -478 FOR PRECAST CIRCULAR UNITS. 4. SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE, OR BRICK AND MORTAR, SHALL BE CONSTRUCTED IN THE BOTTOMS OF ALL STRUCTURES TO A DEPTH EQUAL TO HALF THE DIAMETER OF THE LARGEST PIPE. 5. CORNER FILLETS SHOWN FOR RECTANGULAR STRUCTURES ARE NECESSARY ONLY WHEN STRUCTURES ARE USED IN CONJUNCTION WITH CIRCULAR TOPS. 6. STRUCTURES SHALL BE SECURED TO INLET THROATS, RISERS OR MANHOLE TOPS WITH A MINIMUM OF 6 -No. 4 BARS 12" LONG. 7. ANY INLET, MANHOLE, OR JUNCTION BOX MAY BE USED IN CONJUNCTION WITH ANY INLET THROAT OR MANHOLE TOP. 8. MORTAR USED TO SEAL THE PIPE IN THE WALLS OF THE PRECAST UNITS SHALL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF THE UNITS. MAXIMUM OPENING FOR PIPE SHALL BE MAXIMUM REQUIRED O.D. + 6 ". 9. THE OUTSIDE OF BRICK WALLS SHALL BE PLASTERED WITH 1:2 CEMENT MORTAR. INLET, MANHOLE & JUNCTION BOX (TYPE Tv) NOT TO SCALE /— PROPERTY LINE (R /W) 7' 4, L EXISTING 0.02 PAVEMENT 0.079 MAX. — I NOTE. SECTION 'A -A' FDOT Q REFER TO FDOT INDEX 300 k 515 FOR LADDMON IAL INFORMATION 16' DRIVEWAY CURB 2' CURB At GUTTER �■r ' REFER TO C 2 FOR LIMITS OF NEW SIDEWALK k CURB CONSTRUCTIO D0r%DCDTV I IAIC / 15' DRIVEWAY V V V 1/ V V V U.S. HIGHWAY NO.1 NOT TO SCALE U.S. HIGHWAY NO.1 (SR -5) EXIST. CONC. SIDEWALK EXIST. CURB & GUTTER rl'-- ---'T- -I j L_J IN 5.5' 9' 13' DRIVEWAY 7.66' PARALLEL CONCRETE w PARKING SIDEWALK z 6" CONC. CURB .... ....... _1ii....... -- LEGEND �•••� • 01 1/2" TYPE S -III ASPHALTIC COFl;tT*C* • 4 y • • • • 4 8" UMEROCK BASE -- 987. COMPACTION r r. • a AS PER AASHTO T -180; MIN LDI2' 100; • • MIN CARBONATE CONTENT = 7Gy. 12' SUBGRADE - MIN LBR =40 - 98% COMPACTION, DRY DENSITY, AS PER AASHTO T -180. NOTE: REFER TO SOILS REPORT FOR DETAILED SPECS. �'IPAVEMENT SECTION C �l NOT TO SCALE 0 K'2'*"'-N PAVEMENT SECTION C — 5 NOT TO SCALE 15' PLATTED CANAL MAINTENANCE EASEMEN r3_'** PAVEMENT SECTION �t5 NOT To SCALE PROPERTY LINE (R /W) 7' 4' EXISTING 0.02 PAVEMENT 00 079 0.02 =%.I. SECTION 'A -A' NOTE: FOOT (a REFER TO FDOT INDEX 300 k 515 FOR ADDITIONAL INFORMATION 16' DRIVEWAY CURB 2' CURB k GUTTER 15' DRIVEWAY PROPERTY LINE/ R/W LINE LREFER TO C -2 FOR LIMITS OF NEW SIDEWALK & CURB CONSTRUCTION IT­ -IT,- 7 r r r T HIGHWAY , , �► IEGRESS DRIVEWAY NOT TO SCAIF A • li :,: >Yi #'3:t: 3 31;5;;�'�tj,5'Ss <.'<: 3 #�j 3l .i35 ,K••3 :•3 d L3 d - Y f f4 f%M ma z . h t • t � V V see fee Y • - f jf,if;f F $ r€ • r 3 . f�� ® ■ Eff aW0) mom �oa a• �m 0; Ism m m z Q CM Cc 0 N SOMEONE � © t� V Em � Cc Q LIMITS OF NEW SIDEWALK k CURB CONSTRUCTIO D0r%DCDTV I IAIC / 15' DRIVEWAY V V V 1/ V V V U.S. HIGHWAY NO.1 NOT TO SCALE U.S. HIGHWAY NO.1 (SR -5) EXIST. CONC. SIDEWALK EXIST. CURB & GUTTER rl'-- ---'T- -I j L_J IN 5.5' 9' 13' DRIVEWAY 7.66' PARALLEL CONCRETE w PARKING SIDEWALK z 6" CONC. CURB .... ....... _1ii....... -- LEGEND �•••� • 01 1/2" TYPE S -III ASPHALTIC COFl;tT*C* • 4 y • • • • 4 8" UMEROCK BASE -- 987. COMPACTION r r. • a AS PER AASHTO T -180; MIN LDI2' 100; • • MIN CARBONATE CONTENT = 7Gy. 12' SUBGRADE - MIN LBR =40 - 98% COMPACTION, DRY DENSITY, AS PER AASHTO T -180. NOTE: REFER TO SOILS REPORT FOR DETAILED SPECS. �'IPAVEMENT SECTION C �l NOT TO SCALE 0 K'2'*"'-N PAVEMENT SECTION C — 5 NOT TO SCALE 15' PLATTED CANAL MAINTENANCE EASEMEN r3_'** PAVEMENT SECTION �t5 NOT To SCALE PROPERTY LINE (R /W) 7' 4' EXISTING 0.02 PAVEMENT 00 079 0.02 =%.I. SECTION 'A -A' NOTE: FOOT (a REFER TO FDOT INDEX 300 k 515 FOR ADDITIONAL INFORMATION 16' DRIVEWAY CURB 2' CURB k GUTTER 15' DRIVEWAY PROPERTY LINE/ R/W LINE LREFER TO C -2 FOR LIMITS OF NEW SIDEWALK & CURB CONSTRUCTION IT­ -IT,- 7 r r r T HIGHWAY , , �► IEGRESS DRIVEWAY NOT TO SCAIF A • li :,: >Yi #'3:t: 3 31;5;;�'�tj,5'Ss <.'<: 3 #�j 3l .i35 ,K••3 :•3 d L3 d - Y f f4 f%M ma z . h t • t � V V see fee Y • - f jf,if;f F $ r€ • r 3 . f�� ® ■ Eff aW0) mom �oa a• �m 0; Ism m m 7; m 0 © ,m o Ow o I 0 ONES d� ¢` of N z Q CM Cc 0 N an � © t� V M � Cc Q .•�� = c C W LL c* Nome u aw'v13 1 0 I- ■= U) oo ob arm� W 7; m 0 © ,m o Ow o I 0 ONES d� ¢` of N z z � N an � U) ¢ N I an C 1 SEEN i it aw'v13 C -5 r �3• x's IN CD MISS I� 1 0 r . L q* van 0 a Ix 0 m., LL.* in W a` J. a- �0 rr W F- 7 N 0 a a 0 c Z w a W z 0 0 L to �.