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HomeMy WebLinkAbout03100016 Tom Wood Subaru Construction Drawings pg. 06EXISITING PAVEMENT e 1' -0" MIN. w BOTH SIDES OF TRENCH NOTE 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE, 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. 4. 1.5" H.A.C. #11 SURFACE. 5. BITUMINOUS TACK APPLIED AS PER "INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 902. 6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL CONDITION, 7. PLAIN CONCRETE IS TO BE FINISHED 1.5" BELOW THE EXISTING PAVEMENT. 8. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED. ROAD SCALE: 3/4 =1'-0' l■� T, C. ...........max PAVED AREA INLET 1 -4 0rilw, I r 4" MIN. i 1 114 ;1 1 1- BOLLARD DETAIL 0000000 0000000 0000000 0000000 0000000 0€000000 0000000 22 "x 22" PRECAST CONC. BOX SAW CUT FOR CLEAN BREAK CUT PATCH DETAIL I ROUNDED CONCRETE CAP wwww.�. +www 6" DIAMETER STEEL PIPE FILLED WITH CONCRETE 7 YELLOW PAINT IN ACCORDANCE WITH INDOT 909.04 3" OF TOPSOIL COVER OVER CONC. FOOTING IN GRASS AREAS FINISHED PAVEMENT GRADE FLOWABLE FILL TO BE PLACED ENTIRE TRENCH TO BOTTOM OF CONCRETE ELEVATION STORM INLET NEENAH CASTING NO. R -3405 OR APPROVED EQUAL r ASPHALT 18" DIAMETER, 2500 PSI CONCRETE FOOTING 1.5" H.A.C. SURFACE 12" THICK PLAIN CONCRETE TO BE FINISHED 1.5" BELOW THE EXISTING PAVEMENT P0 VAR PIPE SIZE 18" MAX GRADE NO SCALE 1 111E111- Wil, 41:09:2 r11. Yr N r l r NOT TO SCALE MULTI -USE ASPHALT PATH DETAIL ANEW NOT TO SCALE MET TYPE A UNDERCUT AND USE 6" OF #4 STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED. STORM PIPE DETAIL 110# /SYD. BITUM. SURFACE No. #11, LV 220# /SYD. BITUM. BINDER No. 8, LV PAVEMENT DETAIL EARTH BACKFILL SHALL BE FREE FROM SOLID OBJECTS GREATER THAN 4" IN CIRCUMFERENCE. CHAIR BACK CURB INLET 1117-11r 1 1 NOTE: 1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECEICATIONS. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I. 3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE. 4. PRECAST ADJUSTING SECTIONS AVAILABLE. SUBSTITUTE #53 STONE IN LIEU OF EARTH WHEN WITHIN FIVE FEET OR UNDER PAVEMENT. STONE TO BE VIBRATORY COMPACTED IN 8" LIFTRS TO OBTAIN 95% STANDARD PROCTOR. 5" COMPACTED AGGREGATE BASE, TYPE 0, SIZE #53 COMPACTED SUBGRADE WEARING COURSE #11 SURFACE BINDER COURSE #9 BINDER CHOKE LAYER #73 DUSTY CRUSHED STONE BASE #53 COMPACTED SUBGRADE NEENAH TYPE CASTING NO. R- 3286 -8V VAR. PIPE SIZE (15" MAX.) PAVEMENT GRANULAR BACKFILL CONCRETE 3000 PSI 6" 2 "r x M 192_1 12" MIN. Y NO SCALE 4" MIN. GRANULAR FILL. NOT TO SCALE NOT TO SCALE 1/2"r NO SCALE ,4.1/.a.. WORK SUFFICIENT MATERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR PVC SEWER LATERAL ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED CLAY PIPE, CLASSES A,B, &C. (SPECIFICATION ASTM -12) CONC. PAVEMENT DETAIL EXPANSION JOINT DETAIL SLOPE 1 /4" 12" VERIFY SEE SITE PLAN W.W. MESH. 'N 4" CONC. SIDEWALK W /6X6 10/10 N 4" MIN. GRANULAR FILL CONCRETE SIDEWALK 3" OF TOP SOIL EXISTING GROUND 11 —I 11 -11 I -I 1 D /6(MIN) D/8,4 "(MIN) STRAIGHT CONCRETE CURB DETAIL 12" MINIMUM CL. 1 MATERIAL (ASTM D -2321 74. SEC. 6.1.1) #4 STONE COMP. IN ACCORDANCE WITH ASTM D- 2321 SEC. 9.1.1 PER ASTM D- 2321 -74 7 6" CONCRETE PAVEMENT W/ 6 X 6 6/6 W.W.MESH PROVIDE SAW CUT JOINTS MAX 10' -0" ON CENTER 3" COMPACTED AGGREGATE NO. 53 STONE 3" 2 COMPACTED AGGREGATE NO S TONE COMPACTED SUBGRADE 1 /2" PREMOLDED EXPANSION JOINT MATERIAL 4" CONC. SIDEWALK. PROVIDE EXPANSION JOINTS EVERY 20' ALONG SIDEWALK AND TOOLED JOINTS EVERY 5' BRUSHED FINISH SURFACE r• �,1%11111t/ E. S Kp N i i� 88fl873 .o STATE OF ►l111111� 12/29/03 No. 4" FLAT -TOP W/ 9" 0 HOLE w m T.C. WALK AREA INLET 18" R 2 ENLARGED HANDICAP PARKING SYMBOL DETAIL NO SCALE FINISH GRADE APPROX 90' ON PAVED AREAS) HEAVY DUTY LAYPHOLE CASTING W/ San LID. NEENAH R- 1974 -A OR APPROVED EQUAL CONCRETE COLLAR TO BE USED IN PAVED AREAS ONLY 6" SECTION A —A ELEVATION NO SCALE Added Details per CED PRECAST CONCRETE WHEELSTOP "B" BORROW NOTE: ALL STRIPES TO BE 4" PAINTED WHITE CLEANOUT PLUG 6 SPRING LNE OF PIPE PLUG SANITARY SEWER LATERAL 1' -6" FROM EDGE OF PAVEMENT ANCHOR X 24 BORE HOLE THROUGH PAVEMENT 2" EIJW 2840 CASTING 8 "PVC GROUT INTO PLACE MK& MAW DUAL UI NO SCALE 6" PPE GROUT 2 0 REINF. BARS LONG RADIUS 3/4" HOLES FOR STEEL ANCHOR ROD CONC. WALK COAL DETAILS 7 VAR PIPE SIZE 18" MAX PAVEMENT TOM WOOD SUBARU ay TowneNp Hammon Cane�rr, awn Cl Bjr Check Ejr MFH AES INSTALLATION REQUIRED: 50' FROM PAVED AREA INLET STRUCTURE ALONG WITH EACH STREET CENTERLINE. 100' FROM CURB TURNOUTS PIPE MATERIAL PER I.N.D.O.T. SPECIFICATIONS. V VARIABLE SEE ARCH. PLANS 3000 PSI (MIN.) 4" GRANULAR BACKFILL (SAND) COMPACTED SUBGRADE 1 \2" PREFORMED JOINT FILLER Approved By AES SANITARY SEWER TRENCH DETAIL 1/4° PER FOOT SCORE 1/2" INTEGRAL CURB AND WALK qV 4111911111. 0 0 O :0 -0: 0 L. O• 1 0. 0 00. 0 0 N 1 1VARABLE SEWER AS PER PLAN D/4 OR 6' MIN, PIPE SZE A B UPTO33 D +16 D +12 36" AND GREATER D 24" D 12 Z 2 MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) It '0 o 0 0.0 0 00 o o 0•o 0 0 o O 0.0 0 0 °o 0 0.0 0 0 fl 0•o "0• 0 O O 0.0°0.o p °O •p O 0.0 0 O•o 0 0 0 O 0 O 0 0 ••0 O 0 00 0 000 0 00 o 0• o 0 o O•Q 0 o» 0„ 0 0 0.0 0' 0 o 0 o 0 o O O o 00 o p 0 0 p 0 0 0 000 0 0 0°0 0 •o 0 0°0 0° 0 •o O• o 0 0.0 0 0 00 0 •0 N; (MIN PIPE UNDERDRAIN 6" 2” R 4' -0" MIN. GRANULAR BACKFILL PAVEMENT 6X6 10X10 WWF (WELDED WIRE FABRIC) CURB WALK DETAIL falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 PAVEMENT COMPACTED #8 CRUSHED STONE 1 Job Scale 7 STONE COMPACTED SUBGRADE EXISTING GROUND GRANULAR BACKFILL 3:1 MAX. SLOPE X Date October 13, 2003 03 -15 1" 20' Sheet No. 6 OF 10