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HomeMy WebLinkAbout33 C801 Site DetailsSITE ENGINEER. 3. 7/23/04 PER CITY OF CARMEL, HAMILTON COUNTY SURVEYOR, AND SCS COMMENTS 2. 6/30/04 PER CTE /CLAY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DATE REVISION DESCRIPTION �ttl{IIIIII I /fi r G iii, c, i 9u0 Ii9 v_ •C VT 0 4./ ��j <s'•..�NDI03P••'' c 4) //111 1t1111\ 0\\\\\\\ ONAL omb-DsMsf..,,,, WENT PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317 818 -2900 FAX: 317 -818 -2910 PROPERTIES INDIANAPOLIS, CONf7DENTTAUTY STATAIEJ/1 understands that owned by IEI, and also, and confidential Accordingly, the recipient in strict confidence these materials to any not to make copies of agrees to use the purpose for which IEI and recipient agrees either upon completion of the request of IEI, The recipient of these materials copyright in the materials is that the materials contain priviledged business information of IEI. agrees to retain these materials and agrees not to disclose other party and further agrees the materials. The recipient materials only for the limited has made the materials available, to return all materials to IEI the intended purpose or upon whichever comes first. SITE ADDRESS: SUBDIVISION WEST ROAD INDIANA BELLEOOD 131st STREET CARMEL, SCALE N.T.S. DATE. 7/23/04 DESIGNED BY DGP DRAWN BY HwR CHECKED BY. DGP HELD BOOK f 03 -03 fILE NAME 0327G801.dwg DR4H9NG TTTZE: SITE DETAILS I 7-' i i• N J 40.3 Hn1 AT-IT 1 A 1 i C O N O R E T I /I I 1101!% YU F Ali OT (...SECTION 4" O I l) I IaA_ '",3 COMPACTED A L ,A iE CCI: IIv11)O I SECTION 1 0 H AN SEN LANE TYPICAL CROSS SECTION i lf)N %11) I IO 1 (0NC ;1 1. If x 111 11i 1 /L >YD 5 10001 SECTION 403 HOT ASPII TIC.: CONCRE 1 L /C1) BASE i'. 50 COMPACTED ACCRA CATE- E3A'.3E III )',")T >t_t; 30.E REFER TO T YLIC� 1. 6' 80' PER PLAN 48' PER PLAN Ai -L BITUMINOUS TACK COAT 13 REQUIRED BETWEEN EACH LAYER OF FULL-DEPTH HI OMINOUS PAVE ME NT AND ALONG THE EDGES OF EXISTING PAVI MLNT. NOTE: ALL PAVEMENT COARSES TO BE COMPLETED IN SAME PAVING SEAS /Cl. REFER TO "TYPICAL ',LREET LOCAL SIRE LT" NOTES ON TYPICAL SECTION CROSS SECTION 64' PER PLAN 44' PER PLAN 4' 0" 4' 0" Al I BITUMINOUS TACK COAT IS REQUIRED BE I WEIN EACH I AYE 0 OF f UI L DEPTH HI LUMINOUS PAVE MLN T AND Al ONG THE EDGES OF EXISTING PAVI MI N T. NOTE: ALL PAVEMENT COARSES TO BE COMPLETED IN SAME PAVING SEASON. REPASS DRIVE ENTRANCE TYPICAL SECTION TREET LOCAL ;TRI -FT" NOTES ON TYPICAL SECTION CROSS SECTION PIPE UNDERDRAIN (Typicof Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS INSTALLATION REQUIRED: BOTH SIDE OF PAVEMENT WHERE REOUIREO BY THE CM( OF CARMEL STANDARDS SUBSURFACE DRAIN 2' -0" C &C TYP, Scale: f'.. 1' -[f i REVISED FIGURE 10-9 1 /4 /FT. 14' PER PLAN P,G.L. AS SHOWN ON PROFILE 14' PER PLAN P.G.L. AS SE I OWN ON PROFILE 1/4 "/F T. 2' -0" C &G TYP. 2' -0" C &G TYP. Bond Breaker, Min, ISif Rooting Paper it 4 1' Min. T m Coot:: Sidewalk-/ V Tapers 1 /4" /F TYP. COMBINED, ROLL CURB GUTTER (TYP.) (SEE DETAIL) TYP. PIPE UNDERDRAIN (SEE DETAIL) 6" PERF. PIPE (TYP.) 10' 5' 0" WALK R/W TYP. PIPE UNDERDRAIN (SEE DETAIL) 6" PERF. PIPE (TYP.) Standard Roll Curb RESIDENTIAL DRIVE WITH ROLLED CURB AND GUTTER WITH SIDEWALK GENERAL NOTES: 1. SUBGRADE UNDER AU. CURBS, SIDEWALKS AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALT. BE CONTINUOUS ACROSS THE DRIVEWAY. CM' OF CARMEL STANDARDS RESIDENTIAL DRIVEWAYS 16' 1 -0" TYP. COMBINED, ROLL CURB GUTTER (TYP.) (SEE DETAIL) J41ni t}4 Deep Other Joints As Required 10' -0" ASPHALT PATH COMPACT SUBGRADE TO 95% STANDARD PROCTOR (ASTM D 698) COMPACT SUBGRADE TO 95% STANDARD PROCTOR (ASTM D 698) Pr'rlcrrned Joint Flier. Full Depth 7 .7 r J_ .1_ __L. _1 1' REVISED FIGURE 10-17 R/W —O" R/W 1 INDOT SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 110 /SYD 5"- INDOT DOT S EC TION 4-03 HOT ASPHALTIC CONCRETE #50 BASE 550# /SYD 7 #53 COMPACTED AGGREGATE BASE INDOT SECTION 303 Bond Breaker 1 Roofing Paper NOTE: ALL PAVEMENT COARSES TO BE COMPLETED IN SAME PAVING SEASON. P.G.L.. AS SHOWN ON PROFILE COAT I S REQUIRED IRED TACK CO Q AL ALL BITUMINOUS BETWEEN EACH LAYER OF FULL -DEPTH BITUMINOUS PAVEMENT AND ALONG THE EDGES OF EXISTING PAVEMENT. TYPICAL SECTION LOCAL STREET 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER STANDARD SHEETS. 2. THE LOCATION OF THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR EACH STREET SECTION USED IN A SET OF CONSTRUCTION PLANS, 3. THE SIDEWALK SHALL BE LOCATED IN ACCORDANCE WITH THE SIDEWALK STANDARD SHEETS. TYPICAL STREET CROSS SECTION W /ROLL CURB GUTTER Variable 1'— G R/W 33' PER PLAN R/W 1 /4 /FT. 2' 0" C &G TYP. 9' PER PLAN 1 /4 /FT 9' PER PLAN 12' -0" --P.G.L. AS SHOWN ON PROFILE 1 /4 /FT. C &G TYP. IP 1 INDOT SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 110# /SYD 5 INDOT SECTION 403 HOT ASPHALTIC CONCRETE #50 BASE 550# /SYD 7 #53 COMPACTED AGGREGATE BASE INDOT SECTION 303 SCHMIDLER DRIVE TYPICAL SECTION 6 ftm. Curb CDmpoeted Subgrade Existing Ground ComP��d Granular 9oekfi 1 NOTE: OR THICKNESS OF DRIVEWAY, WHICH EVER IS GREATER. Scale: I 1 i OF C CARME[.. STANDARDS SIDEWALK NEXT TO CURB Existing Ground Line Existing Ground Line REVISED FIGURE 10 -15 ALL BITUMINOUS TACK COAT IS REQUIRED BETWEEN EACH LAYER OF FULL -DEPTH BITUMINOUS PAVEMENT AND ALONG THE EDGES OF EXISTING PAVEMENT. NOTE: ALL PAVEMENT COARSES TO BE COMPLETED IN SAME PAVING SEASON. REFER TO "TYPICAL STREET LOCAL STREET" NOTES ON TYPICAL SECTION CROSS SECTION TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6 IN DEPTH. SUBGRALIE OR BASE UNDER ALI. CURBS, SIDEWALKS, AND ORIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Tooled Or Sowed Joints 34 Thickness S iinldeuatk mum Shalt Have Minimum Thickness 5 Ba>Et With Driveways 01,$ Or Thickness Of Driveway Which Ever Is Greater. CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS FEVISEU SIDEWALK DETAILS FIGURE 10-14 '-0" 1 /4" /FT. 5' -0" WALK R/W TYP. COMBINED, ROLL CURB GUTTER (TYP.) (SEE DETAIL) TYP. PIPE UNDERDRAIN (SEE DE. T AIL) 6" PERF. PIPE (TYP.) TYP. COMBINED, ROLL CURB (Sc GUTTER (TYP.) (SEE DETAIL) TYP. PIPE UNDERDRAIN (SEE DETAIL) 6" PERF. PIPE (TYP.) COMPACT SUBGRADE TO 95% STANDARD PROCTOR (ASTM D 698) 1' 0" COMPACT SUBGRADE TO 95% STANDARD PROCTOR (ASTM D 698) 0 a) c a.1 0 L c C U J J 0 U a) Cf) O 00 cc, x a CO CD CD 9 1 00 CO 00 CO E 0 a) C a a) C a a) .N SHEET NO C801 6 co U 0