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HomeMy WebLinkAboutSheet 7 Specifications Detail Sheet° 3 rn° 0 0 / W Z 0 V / U i 0 0 o E 3 0 rn O O N — N J _ /Q 2 W p D N V $moo a >- a�o u L•4i 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1 -1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. r . 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON- EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON - EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRl1SHFD MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL_. MATERIAL SHALL. BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE Fk[f FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE %PASSING SIEVE SIZE (NO. 2) % PASSING 1 -1/2" 100 2 1/2" 100 " 2" 95 -100 1 80 -100 11) 0 -20 3/4" 70 -90 3/4" 0 -5 1/2 0 -2 1/2" 55 -80 OTHER 0 -2.5 #4 35 - -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB - GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER SHALL BE PREVENTED FROM STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUB - GRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUB -GRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUB -GRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. U 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDLING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.11 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. F. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. G. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. H. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. 12 "CTOC MAX. SPACING HOOK GROOVED ON OUTLET BOLTS END TONGUE END ON D INLET END C B= D -C r CLASS "A" CONC! I- < I Et2T a o o A SECTION A —A r o GROOVE (OR TONGUE) TO CONC. PIPE TOE ANCHOR BE THE SAME AS ON STANDARD 6' REINFORCED CONCRETE PIPE A H ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y — r LONGITUDINAL SECTION r NOTE: METAL PIPE END SECTIONS ? MAY BE USED WITH CONCRETE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED R, oa PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II ( AS SET OUT IN INDOT STANDARD SPECIFICATIONS) o a OF CONNECTION IS APPROVED REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, BE THE ENGINEER PRIOR TO A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. NxQ R STALLATION OF PIPE. EXCEPT IN INDIANAPOLIS) DIA. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. Y �� THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES PLAN VIEW ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. F IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING �(< S TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 4;1 FILL SL P�010 1 1/2 "R. 1 1/2 "R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL SECTION Y -Y SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, ERT TSTORMVDRAINIOANDNSEWERNPIPE, A.S.T.M. DESIGNATION C- PIPE CONCRETE CULVERT END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. i - EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH RIP -RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE OF CULVERT --� E —ND SECTION ON SIDE SLOPE WHEN OFYCULVERT LENGTH (D DETAIL FOR ON PLANS SLOPE D E I A I L THEREO SHALL BEINCLUDED CINOTHE SHALL CONTRACT RUMTIRPRICENPERL EACH FOR "PIPE END SECTIONS THE COST PRECAST CONCRETE END SECTION DETAIL (NO SCALE) POST - 4" DIA. W OD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE MIN) -6" MESH ©SPACING MAXI FASTENED TIE WIRES,EORT OGSRINGS FILTER FABRIC ALONG LENGTH (NO JOINTS)g STAPLE OR WIRE TO FENC ^ 4 "X4" TRENCH TO BE BACKFILLED AND COMPACTED UPSLOPE DOWN- SLOPE umum� ra\ .:.I 1 � 1 1 1 SILT FENCE DETAIL (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FRAME AND -TER FABRIC SHOULD 6 "(MIN) EXTRA ALL ;OUND FOR HAND HOLD, MAINTENANCE: 1) INSPECT AFTER EACH STORM EVENT OF SILT ACCUMULATION. 2 REMOVE SEDIMENTATION AND REPLACE FILTER FABRIC IF NECESSARY AFTER EACH STORM EVENT OF SILT ACCUMULATION, 3) PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET. FABRIC U NDERGRATE FOR EROSION CONTROL (NO SCALE) A MINIMUM 4" DIA. PIPE CLEANOUT SHALT_ HE INSTALLED WITHIN THREE (3) FEET OF OUTSIDE BUILDING WALL. A PLUG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 100% WATERTIGHTNESS. 1/8 BEND 3' FROM — BUILDING (TYP) FINISH GRADE- MIN. FALL= 1/4" PER FOOT BELL HOLES SHALL_ cst PROVIDED UNDER PIPE TRUNK LINE LATERAL MINIMUM SIZE =6" �BUR LATERAL MINIMUM MUM SIZE =4" 1/8 BEND COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1/8" BEND. SERVICE WYE 1" C.I. LOCATOR ROD OR MAGNETIC TAPE INSTALLED PER SECTION 7.02 -C PLAN VIEW 30' RIGHT -OF -WAY LINE /-FINISH GRADE HANDICAP SIGN ON 3" DIA. POST - SEE SIGN DETAIL - NOTE: ALL PAINT TO BE NON -SKID SURFACE APPLICATION OF SILICA n SAND OR GLASS BEAD 1 - BY METHOD OF MIXTURE AND OR BROADCASTING. D H. C. PARKING SPACE DETAIL (NO SCALE) ELEVATION SERVICEE C0NNEC'I.1')N FOR SHALLOW SEWERS (LESS THAN 15' D ( SCALE) COUNTER SINK 3/8" 1 FLATHEAD STAINLESS STEEL SET SCREWS AT 6" AND 12" ABOVE SURFACE TREADS Q 12/ "= u7 I SEE PLOT PLAN FO w T.C. ELEV. NEENAH R -2564 OR EQUAL FOR INLETS SLAB ELEVATION o CONCRETE ADJUSTER RING as 12" MAX ,v a /� FINISH FLOOR #4X11- Z w —�EARTH C� 12" A N z m n SLOPE EXISTING OR CONE SECTION TREAD 1/4" OUTSIDE RADE GROUND 1" V -0" n a 8" r d 0 a IIIIIII� 1° RADIUS I�I ELEVATION TREAD DETAIL (NO SCALE) STAIR SECTION TO ASTM C -443 (NO SCALE) �- 1 1/2" I.D. ALUMINUM PIP " % LJNG EASED EDGES( - REQUI ED 1" STEEL BAR WELDED TO 4 "X4'X3/8" STEEL PLATE #4 El NOSING BAR SEE PLAN FOR SLAB ELEVATION FIBER ADDITIVE /i- #4X1' -4" ® 12" 18° 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE BLUE SURFACE SSILKSCREEN WHITE LETTERS L_y PARKING CO ONLY 1' RAID. ALL CORNERS 12 NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE WITH 8 POST SET 2 FEET INTO GROUND IN CONCRETE. POST SHALL BE GALVANIZED STEEL. SIGN DETAIL (NO SCALE) 0" DIA -' NOTE: ALL STRIPES TO BE 4" PAINTED WHITE OR YELLOW m 7" 3 -4- (TYP) HANDICAP PARKING SYMBOL DETAIL (NO SCALE) SLOPE 1/4'% FT T.C. ELEVATION \ NEENAH R- 3501 -TR/TL �.- PAVEMENT FINISH GRADE ---- ---- ---- -- 53 STONE �--CONCRETE REDUCER CAP 6" PIPE DIAMETER 3 "MIN. r ' r INVERT ELEVATION 8 "T - — — BASE SHALL BE POURED IN PLACE GRANULAR LEVELING MATERIAL OR PRECAST BOTH SHALL HAVE REQUIRED FOR PRECAST BASE #4 BARS -12" O.C. BOTH WAYS STANDARD MANHOLE /INLET DETAIL WITH CURB CASTING (NO SCALE) PIPE SIZES 24" THRU 36" L GREATER THAN 5' (1) LESS THAN 5' (2) EDGE OF PAVEMENT, CURB, II GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY (1) REGULAR BACKFILL B, = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE 8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT � as ! 1.25 � + 12" (MIN.) I -I R (2) BORROW OR MATERIAL UIV. `0 COMPACTED TO 95% 4B 0 STANDARD PROCTOR DENSITY MIN. 12" V. NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED R ON EACH SIDE OF THE O INSTALLED PIPE 4" D T.C. ELEV. NEENAH R -2564 OR EQUAL FOR INLETS PRECAST CONCRETE NEENAH R -1772 OR EQUAL FOR MANHOLES ADJUSTER RING TOPSOIL 12" MAX r^ r FINISH FLOOR AGG. HAND TAMPED OR Z w —�EARTH v PRECAST, REINFORCED FLAT TOP N z m 90' _— EXISTING OR CONE SECTION +12" PER SPEC$. OUTSIDE RADE GROUND r r 22„ r BACKFILL 0 ^r ^ rr r r .. IIIIIII� — f I�I JOINT TO CONFORM CURB DETAIL (NO SCALE) ENCASEMENT 1 TO ASTM C -443 ( 4' DIAMETER I w o 4 "MIN (BELOW BARREL) v v ty i FILL WITH CONCRETE MANHOLE TO CONFORM Z o v v v vy v�sv� TO ASTM C -478 0 U w � III _III N !n Q r . #8 FRACTURED FACE AGG. A . , Q w GROUT I. r r I LIFTING RING a I r r RECAST ONLY 8 POURED IN PLACE #4 BARS -12" O.C. BOTH WAYS OR PRECAST CONCRETE STORM INLET /MANHOLE DETAIL (FOR PIPE SIZES UP TO 24 ") (NO SCALE) L GREATER THAN 5' (1) LESS THAN 5' (2) EDGE OF PAVEMENT, CURB, II GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY (1) REGULAR BACKFILL B, = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE 8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT � as ! 1.25 � + 12" (MIN.) I -I R (2) BORROW OR MATERIAL UIV. `0 COMPACTED TO 95% 4B 0 STANDARD PROCTOR DENSITY MIN. 12" V. NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED R ON EACH SIDE OF THE O INSTALLED PIPE 4" D d MIN. I I I I 3 6 r I I I I I I TOPSOIL EVENT r^ r FINISH FLOOR AGG. HAND TAMPED OR Z w —�EARTH v r r m 90' _— EXISTING TRANSVERSE JOINT +12" PER SPEC$. OUTSIDE RADE GROUND r r 22„ r BACKFILL ^r ^ rr r r .. IIIIIII� — f I�I g• 'j CURB DETAIL (NO SCALE) L GREATER THAN 5' (1) LESS THAN 5' (2) EDGE OF PAVEMENT, CURB, II GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY (1) REGULAR BACKFILL B, = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE 8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT � as ! 1.25 � + 12" (MIN.) I -I R (2) BORROW OR MATERIAL UIV. `0 COMPACTED TO 95% 4B 0 STANDARD PROCTOR DENSITY MIN. 12" V. NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED R ON EACH SIDE OF THE O INSTALLED PIPE 4" D d MIN. 27" & SMALLER 3 30" TO 60 4 66° & LARGER 6 TYPICAL BEDDING SECTION PVC & HDPE PIPE (NO sr.Al PIPE SIZE 8"-15" 18" &OVER BEDDING BELOW PIPE BARREL O.D. /4 MIN. =4" O.D. /4 MAX.=8" MIN WIDTH= 1.25(0.D.) +12" BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF IN DEPT. OF TRANSPORTATION (MECHANICAL COMPACTION TO 95% PROCTOR) #8 CRUSHED STONE I I v v z Ii!' OR #8 FRACTURED FACE o v vv j N a � FINISH FLOOR AGG. HAND TAMPED OR Z w v WALKED IN TO 1 /2 O.D. m 90' ° E O TRANSVERSE JOINT +12" PER SPEC$. OUTSIDE RADE CLEANOUT IN PAVEMENT. 1 2" PREFORMED JOINT FILLER v v - CONCRETE v � a v ENCASEMENT 1 1/2 O.D. WHEN ALREADY IN - vSLv �vv 4 "MIN (BELOW BARREL) v v g v v-v v V-v v s v i v v v v v v v v v-v v -v 3 "MIN(BELOW BELL) v v v vy v�sv� 4" P.V.C. PIPE III _III III .III —III_ #8 CRUSHED STONE OR -' i #8 FRACTURED FACE AGG. A . , 4" X 6" INCREASER BELL HOLE EXCAVATED BEDDING SECTION DETAIL PVC & HDPE PIPE (NO SCALE) 1 -1/2 "- H.A.C. #11 SURFACE 2 1/2 " -- H.A.C. #8 BINDER 4 " - #53 STONE 4 " - #2 STONE ASPHALT PAVING ........ SECTION (NO SCALE 1/2" PREFORMED JOINT FILLER NOTE: TRANSVERSE JOINT z u) 0 ° w N m o N z d j N a � FINISH FLOOR x w z w Z w 3 m X m ° E O TRANSVERSE JOINT b OUTSIDE RADE CLEANOUT IN PAVEMENT. 1 2" PREFORMED JOINT FILLER gg ,21 PEA La PREPARED SUBGRADE NOTE: 1/2" EXPANSION JOINT NEEDS TO BE INSTALLED ADJACENT TO ALL BUILDINGS OR CONCRETE SLABS, WALKS, AND CURBS. SEAL WITH WEATHERPROOF SEALANT TYPICAL SIDEWALK SECTION (NO SCALE) TYPICAL CLEANOUT SECTION TYPE I (NO SCALE) 10 I 9 I 8 7 6 5 4 3 2 ■ Z 00 O ' a 4. M O v w z° Gr W oQva a W�f—lvO It Z W co!) 0 �U� W z Q m W W rT 3 Z o Gjp y Uo �0) mx W Q x� \ 4 0 a' O C7� W F C7 A W F Q z O cn w x IL ar Q i N 0 . •��' �1= QS T� OF BONA L E \\\�, / / /11111111111\ DARRELL G. PHILLIPS 900119 V O �U M Q) w^ Fr C�w hco 4 Co d ti °mow o V o a w . CO ^y V) 0. a SHEET NO. of 7 NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL. FINISH FLOOR NEENAH CASTING R -1976 . OR EJIW 1578 FOR OUTSIDE RADE CLEANOUT IN PAVEMENT. - CONCRETE ENCASEMENT 1 WHEN ALREADY IN - SURFACE D RIGIb i CLEANOUT PLUG & ADAPTER 4" P.V.C. PIPE -' i 1/8 STREET BEN A . , 4" X 6" INCREASER \ \� 6" PIPE TYPICAL CLEANOUT SECTION TYPE I (NO SCALE) 10 I 9 I 8 7 6 5 4 3 2 ■ Z 00 O ' a 4. M O v w z° Gr W oQva a W�f—lvO It Z W co!) 0 �U� W z Q m W W rT 3 Z o Gjp y Uo �0) mx W Q x� \ 4 0 a' O C7� W F C7 A W F Q z O cn w x IL ar Q i N 0 . •��' �1= QS T� OF BONA L E \\\�, / / /11111111111\ DARRELL G. PHILLIPS 900119 V O �U M Q) w^ Fr C�w hco 4 Co d ti °mow o V o a w . CO ^y V) 0. a SHEET NO. of 7