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HomeMy WebLinkAbout05030006.663" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stamped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP NO SCALE �� - =w1FI:� SU"DER''DRAIN DO0JBLE WALL _ F [1 Jr 3/1/05 1238.6001 DRAWN BY: CHECKED BY: w o STREET I r -. DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C801.DWG SHEET NO.: (C (8:1) (a n P T P F R D ?? `il IITy }ICOI lnst.011oticns' PIPE SHALL CG'"-`Y +�, v�. �F- ��t,r.- fIVTC; O SECTION 9E1 - %6.17 O� STANDARD :` EIEC`FICA7.i"'1 S. P,1 STAL I.11710 N RC..W {IMP";:. .. -'.j- �, T_ -. CITY OF STANDARDS I -, STD 2' CHAIR BACK CURB PAVEMENT SECTION C° 94' RIGHT OF WAY 23' 48' FACE TO FACE 23' 18' FACE TO FACE 12' MEDIAN 18' FACE TO FACE PROFILE GRADE PROFILE GRADE 6" CHAIR BACK CURB 6" CHAIR BACK CURB . . . SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN :1 -D 2' CHAIR BACK CURB VALLEY GUTTER AND SECTION (CHAIRBACK CURB) 9 C801 PAVEMENT SECTION �' --1.5" HAC SURFACE #11 �— 2" H A BINDER #8 —� 3" HAC BASE #5D 7" #53 STONE • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION A -A 1 c8o1 PINCKNEY DRIVE 100' PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB 7z TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) CURB JOINT DETAIL 3" OF TOPSOIL 1 6" 24" 6" 1 18" 1 R 1 1 3/4„ M p: N � BACKFILL v 20 " COMPACTED SUBGRADE 2 C801 _COMBINED CONCRETE CURB 5 AND GUTTER TYPE 11 csol i -►i Tcp Sri! - \ 777,71 l 1 `�V�lv /� � / Bf,�:! if"�✓�. �� ��i � a 'may,. � I — - 'O'n7oz,ed Scoerade or 4 -0gre ^ate Ba =_e NOTES: FACES MAY EE BA, TERED TO FACICiTATE SLIP FORMING, CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Sccie: .. CITY OF CARMEL STANDARDS COMBINED CONCREI CURB & G'JTTFR (TYPE III) 10 -12 1 ;1 WON z O co w T G \STC,�c No. 10000075 %?U STATE OF O ��` /ND IANP 1t�w\Cj\\\e: DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) f%110 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: w o STREET Try DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C801.DWG SHEET NO.: (C (8:1) (a n Z z a Q z 0 DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET DETAILS DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C801.DWG SHEET NO.: (C (8:1) (a n