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HomeMy WebLinkAbout04110042.28A1.\ i 11nC, 3" OF TOPSOIL 1 6" 24" 6" 18•. 3/4„ M BACKFILL a:: r7 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 12 AND GUTTER TYPE 11 c8o1 3" 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 oll 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 14 C801 NO SCALE _..fir Or _ .rwclt _.•`cis Y r sr.sc Aggreacte -� of a 'F PIPE UNDERDRAIN DOUBLE WALL PIPE (Iypiccl lnstallati3n5) NOTE: PIP ' SHALL CutarO ! TO i1PLt:41_RrY`NTS 0'= SUCTION 9;115.17 Or )TANI?A.RD SPECTF-CA "1C':.. INSTA! LAT10N REQUIRED: P-C' T H Q=DF ` `IF F-.AVEMENT WHERE REQUIRED CITY CE CARP „IEL_ STANDARDS - _.o 0 0 O o 0 O o o" O o O. 0 O° 0 O o 0 O o 0 O o 0 -, 0 0 0 0 0 0 o 0° O o 0° O o 00 O 0 0 0 0 0 11 0 o 0° O 0° O o 0° O o 0° O o 0° O o 0° O o 0 O° O° O ° O° O ° 0° O ° O o 0 0 0 0 0 0 0 0° O o 0 0 0 0 0 o 0 0 0 0° O o 0° O o 0° p o 1" #11 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION 16 cso, Top Soll .T Co --n pCCled Bockfi l -- 24- I— I � F -o ; �. L S;ope /f' Closs •A' Concrete NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE FLACING CONCRETE. CITY OF CARMEL STANDARDS , COMBINED CONCRETE CURB ORB & CUTTER (TYPE III 10 -12 13 C801 STD 2' CHAIR BACK CURB -G 2' CHAIR BACK CURB 15 �, C801 I I 2"x4” POST NOTE: TEMP. EXTENSION ABOVE Vr UU14v .• •.. • TO BE REMOVED UPON CONNECTION TO HOUSE. 50' RIGHT OF WAY 11' 28' FACE TO FACE A 5' 6' 14' 14' d. ;o Q PROFILE GRADE 6" CHAIR BACK CURB 6" CHAIR BACK CURB .. a 1/4" PER FOOT MIN O N / SLOPE 1 /4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN D' 4 1� �. 5' WALK Z. Q.. D: . o Q �. 1" #11 HAC SURFACE c� 1-' e� .. a. 1 a a. (,mot• 5„ #5D HAC BASE A 7" #53 COMPACTED STONE BASE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 1:10 4 —0" 1:10 ' SLOPE SLOPE STREET CROSS SECTION A -A 1 PLAN VIEW csol 6' -0" MAX. 1:12 90' RIGHT OF WAY PAVEMENT 17' 56' FACE TO FACE 2' 1 9' 6' 18' FACE TO FACE 20' MEDIAN 18' FACE TO FACE PATH D I 6" CHAIR BACK CURB 6" CHAIR BACK CURB - - - - - - - -� SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 2' CONIC. ROLL CURB l SECTION A —A WHEELCHAIR RAMP DETAIL 1" #11 HAC SURFACE 0801 9" #533COMPACTED ISTDONE BASE ASPHALT PATH • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 STREET CROSS SECTION B -B 2 C801 90' RIGHT OF WAY 17' 56' FACE TO FACE 1' 4' 12' 18' FACE TO FACE 20' MEDIAN 18' FACE TO FACE WALK 6" CHAIR BACK CURB 6" CHAIR BACK CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 1" #11 HAC SURFACE 3" #9 HAC BINDER 9" #53 COMPACTED STONE BASE ASPHALT PATH • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 STREET CROSS SECTION C -C 3 C801 a �a o.o .o o•o o•o o° •o° •o °o•o° o.o° •o° •o° •o o °°•o °o•o °o•o °o oo °oo °o•o °o•o o.o °o•o °o.o °o•o o° •o° •o° •o °o O SSD MAIN o °o•o °o•o ° °• ° °o o.o °o•o °o•o °o• DOUBLE WALL o °o.o °o•o °o•0 0 .o°o•o oo° 1111 O 6% 6% 4" TEE "STREET" SSD CON ECTI ON S 1 TO INDIVIDUAL LOTS c$o, AL LEY GRADING DETAIL 9 0801 12 U) w W J J Q a 24' ALLEY ESMT. 1 1 12' EDGE OF PVMT. TO EDGE OF PVMT. 6' PVMT 6' PVMT 11' f >' I 5' 1/4" PER FOOT MIN 5' WALK `PIPE UNDERDRAIN (TYP) SEE DETAIL J SLOPE 1/4" PER FOOT MIN of SLOPE 1/4" PER FOOT MIN 1" #11 HAC SURFACE 3" #9 HAC BINDER 6" #53 COMPACTED STONE BASE NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. TYPICAL ALLEY SECTION 4 cso, !!�1y11LLd )N TRANSVERSE EXPANSION JOI 5' -0" MIN. ;11- 11- 11- 11- II -11„ 11- 11- II -11- 17' 12' 4' 1 ' T WALK PIPE UNDERDRAIN (TYP) SEE DETAIL 17' 12' 4' 1' CONC. WALK PIPE UNDERDRAIN (TYP) SEE DETAIL 100' TOP OF CURB NTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL 5 cso, I I PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION r 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. CONCRETE SIDEWALK SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE NOT TO SCALE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. 6 SIDEWALK DETAIL csol D Li ~ Z Z O W Cw � Z o o �LL D- :2 LLJ W O- Li C O I X Of W �� dZ LZ �o n z 6' -0" BETWEEN Q 0 < z a TRANSVERSE JOINTS LK t- W En w w J J Q a cri z 0 \\ \\ w� N U► u u m u u u n i u q/ i q�� P� �1sTER 'f' No. 0000075 1 STATE OF Q O �F` //VDIANP 11//k/0— 111111111111 A L ► tG \ \ \\ I / n7,-L, DATE: 11/30/04 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.(2004) t 4 #401 Schneider THE SCHNEIDER CORPORATION 12821 E. 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