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HomeMy WebLinkAbout06080001.134000 PSI - 6% AIR ENTRAINED CONCRETE U Z Earth Or Sidewalk Surface Concrete Curb Or Curb a Gutter Sidewalk Pavement D GD p - D :. 4 D. D •-6" U Q � 50' COMPACTED SUBGRADE TO 90% T 114 W cD I 2a' OF ASTM D -1557 W C Ramp 5. IIr t0' Cul-de-sac) 10' Z W 30' 2G' Cul de (12' Cut -de -sac) ( ) 13 za,Y�;Ya Y?;Ya;3a ' To Soil H 3 I Location Of (12-de -sac LL C / °""`� �' / n Integral Roll Type Curb Profile .Grade 1� W D �o,Ya,:a,Y;�Ya;ia , 9 YP ' CONCRETE PAVEMENT SECTION Gloss "!i Cone / c c o •°o• / r• Q r 1 V Min. ¢ Z Yo ;YO;io Ya;ia;Ya •/ n . Or Curb &Ginter I \ o o� Curb do W ~ 0 J Maximum Ramp Slope 1' /fL A-+� Place Isototion Joint At y YO °•�7 °Ya'Y? °'a °Ya / t Ginter S- ON SITE \ Yo;iOo`.� 3� 0 Yo ,/ \ f n Slope '� /(L_ Optional Joint Locations Crown /(t. Sloe / IL Z = 0 Back Of Curb Line ocroo• °c sgc•° _ O / Ya;Ya;Ya Ya;ra,i0 % bi \ d 1 Sidewalk IZ F- — a LO \ cro roc ^SC• iv / c + >// u I O sidewalk ' ' ' 0 ~ W PLAN VIEW -a; / z CC) LO 00 1.5" #11 HMA SURFACE 110 # /SYD J O 3a,.YOYa;:ocYO Composted /\ \ , (� Min. Rigid Pavement Prepared Subgrode W = �8 Washed Aggregate y roo °o ec' °e• / . Ea �Closs 'A Concrete c co I 9, Min. Flexible Pavement O 't- Pavement Romp $idewollc Ya;Ya;Ya'Ya;Ya;Ya — �/v 2" #8 HMA BINDER 275 # /SYD W r r r Backfill \ p - D ti Plain Concrete 1' HA Surface On Q \ ro ^roc cro 3• HA Binder On " O +r--- 3 5D H.A.C. BASE 880 # /SYD = � � O ti = •::r-J:_c ?'r= :l:.:. a,,i c fe \ n \ b\ n I > rn 90 Com A re ate Base 53 # J NOT TO SCALE P• 99 9 � Vor. Width Of Vor. y ° b .° 0 W �. Op Isolation Joint r \r \ < Compacted Sub rode ( l- 1' H.A. Surface On 7" #53 STONE ON 4" #2 STONE Z m amp 3' Din :r r \ \r r. r c 9 7" HA Bose Q 00 n " or Aggregate Bose I M 03 00 CY) Section A--A a• 4' — + o 7•a::,�+::- J 7a f+ 1Agr. Min. 24• E m+ D TYPICAL SECTION -LOCAL STREET Z "B-Er Min. ` Z Contraction Joint (Typ.) Section B—B" a 1 NOTE:. All SUBSURFACE D 1, THE CURB AND GUTTER SHAH BE AS SHOWN ON THE CURB AND GUTTER O PIPE UNQERDRAIN DRAIN SHALL BE DOUBLE �" (Typical instoU RAIN) .WALL RANCOR -HI -Q OR NOTES: FACES MAY BE •BATTERED TO FACILITATE SLIP FORMING. I L7 STANDARD SHEETS. COMPACTED SUBGRADE 95% ASTM D -1557 Section "C -C" EQUIVALENT. 3 (IF EXISTING SECTION IS GREATER, MATCH EXISTING) CURE ALL EXPOSED. SURFACES. 1 2. THE LOCATION OF. THE PROFILE GRADE SHALL BE INDICATED ON THE (CONSTRUCT TEMPORARY APRON PER SITE PAVEMENT DETAIL, BELOW) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 I TYPICAL SECTION FOR EACH STREET SECTION USED IN A SET OF DAMPEN. SUBGRADE BEFORE PLACING CONCRETE. ; � CONSTRUCTION PLANS. OF STANDARD SPECIFICATIONS. m p 3. THE SIDEWALK SHALL BE. LOCATED IN ACCORDANCE WITH'THE,SIOEWALK m STANDARD SHEETS. w TYPICAL PAVEMENT SECTION ... �� INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQWEO BY THE ENGINEER. - TYPE I - - WITHIN CITY OF CARMEL PUBLIC R/W na. scale: 1'= 1' -6 Scale: 1'-0' O. CITY : OF CARMEL STANDARDS CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS 1" H.A.C. #11 SURFACE CURB RAMP FOR HANDICAPPED REVISED SUBSURFACE DRAIN REVISED COMBINED CONCRETE CURB & GUTTER (TYPE' II) REVISED 6" CONCRETE SLAB W FIBER REINFORCEMENT THICKENED EDGE / FIGURE FIGURE FIGURE n - i 1 HAC SURFACE 3" H.A.C. #8 BINDER .. .0 { \, C 10 -16 10 -9 10 =11 ON 9" HAC BASE ; «: �_ G 10" PC CONCRETE - k 24" SLOPES 1/2 TO GUTTER TOP OF ASPHALT " to W 1 '' g^ PAVEMENT. USE TYPE "A ' R. ASPHALT, SEE BP STD. 3" #53 STONE Q r`� rrrtll +I ±t'`` _ _ t SPEC. SHEET BP -S -1 G X 4" #2 STONE —III -I D " ` ASPHALT PAVING SECTION). CO . T SUbG ADE #11 H.A.C. SURFACE 110 # /SYD iI —III ° ? �� � ( COMPACT SUBGRADE - \ \ \ \ / \ \ / \ \ / \ \� DATE DESCRIPTION iV —I 1 =1 °--- 2' -0" 2' -0" / \ /�Q �A�/D�1�� 05-3D-06 FINAL CONSTRUC110N PLANS #9 H.A.C. BINDER 275 # /SYD #5D H.A.C. BASE 880 # /SYD CONCRETE ASPHALT PAVEMENT INTERFACE SECTION N � � � � � `�� �• � a / TYPICAL PAVEMENT SECTION ON SITE o� CRUSHED STONE _1E \ \,� \ / / \ \j, \\ \ \r� \ \j� \ /,� \ \j� \�� \r� AGGREGATE ASPHALTIC EXPANSION 10' -0" COMPACTED SUBGRADE 90% ASTM D -1557 JOINT w./TOOLED CONC. EDGE . '•?' 50' -0" AX BACK OF CURB ° CONCRETE. SLAB `• MAX ACCESSIBLE PARKING SYMBOL TYPICAL PAVEMENT SECTION [Z WITHIN CITY PUBLIC R /W =IIII IIII a' u ,-- TRANSVERSE --� FACE OF CURB Q o 0 0 . ° EXPANSION (� 9 TRANSVERSE CONTRACTION JOINTS JOINTS 0 0 0 0 0 _ CRUSHED STONE ° CURB JOINT DETAIL ca AGGREGATE --� CM COMPACTED STONE TO MATCH » CORNER CHAMFER BOTTOM OF 24 CURB AND GUTTER PAVEMENT SECTION IN C , (ALTERNATE BID) 1) COLLAR` 0 SLOPE WITH PAVEMENT GRADE PER PLANS v GALVANIZED STEEL SIGN 2) 4000 PSI, AIR ENTRAINED CONC W/ WWF 6X6 -6/6 Q t VARIES J 5' CONCRETE INLET ..COLLAR 4" COMPACTED GRANULAR W AGGREGATE MATERIAL 1/8" R 8» APPROVED BY SCORE - CONSTRUCTION MANAGER ADD111ONAL SIGN REQ'D. AT VAN ACCESSIBLE ., SLOPE: SEE GRADE PLAN 1 R Uj SPACES ONLY II — _ p - —' �'e:. N "1=1 I I -I I f =111 = III -I I( -I -III =� I I 4" COMPACTED GRANULAR -- "' - -ITf� 11-111-11 1 =_I VAN - - ACCESSIBLE AGGREGATE MATERIAL APPROVED _ — � » NOTES: 1. SEE CONCRETE JOINT DETAIL FOR I— — —_ _ J 5 — 0 CONCRETE WALK BY CONSTRUCTION MANAGER -- o — 5' MIN 6' MIN 5' MIN 6' MIN 5' MIN DEPTH OF CONTRACTION JOINT. ' I =1 I I I I o GALVANIZED STEEL POST 2. SEE- CONCRETE WALK SECTION FOR O f LOCATION OF JOINTS. 6" o t 0 o WARNING WARNIING 6" CURB o 3. FULL DEPTH SEPARATORS ARE NOT � �� Q NOTES: PERMITTED EXCEPT AT EXP. JOINTS. ° 1. ALL FACILITIES FOR THE DISABLED SHAM 'n REQUIRED REQUIRED `r' J o AMERICANS WITH DISABILITIES PRE-FINISHED METAL PRE - FINISHED METAL CONFORM WITH THE CAP FLASHING, TYp, CAP FLASHING, TYP. 2' CHAMFER LU ACT AND ALL REVISIONS. INTEGRAL WALK & CURB r ° V O 2. THE CHARACTERS AND THE BACKGROUND UTILITY BRICK VENEER UTILITY BRICK VENEER 2 ° OF SIGNS SHALL BE EGGSHELL, MATTE, OR s' DVL PIPE 6' DIA PIPE o OTHER NON -GLARE FINISH. CHARACTERS AND BOUARDS BOUARDS 8' z 1 SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CAST STONE CAST STONE 0 LIGHT CHARACTERS ON DARK BACKGROUND ARE BULL NOSE BULL NOSE 8' VAN ACCESS t PREFERED. CAST' STONE VENEER CAST STONE VENEER 5' STANDARD ACCESS PLAN VIEW N 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND CORE Q� �i TO BE A MINIMUM OF 7079. ctLY WITH stn GATE O ASSEMBLY WITH CEDAR SLATS O 5' MIN. 6' RAMP t ° ° e. e 12" " 2" ASPHALT ° CONC. WASH - - -� 1 PAVEMENT PVM'T. `t \ \ I 6• t CLIENT NAME: SCORE (SEE SPECS.) TONY ALDERSON e_ D p. 6 "COMPACTED \\//\//\//\/\/ \ / \ \ / \� \ / \ \� \ \ / \ / \ / \ \ __ �. a > o ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C ~ I -' AGGREGATE III =1 3/8" " � GREENWOOD, IN 46142 D,DI. . D 1' -6" DIA. I I . CONC. FOOTING �II . > CONCRETE CRACK SEALER 1/8 RADIUS .- � PHONE: 317-882-7850 iII t (DOW) ° °aim ©2005 DeBoy Land FAX: 317-865-7213 Development Services, Inc. COMPACTED D e o d D SUBGRADE c N too p DESIGNED:MLD APPROVED:MLD ;, N SECTION VIEW CONTRACTION JOINT DRAWN: RCB CHECKED BY: MLD c NOTES: 1 1. CONCRETE TO BE SAME AS CONCRETE i l D — ;t SCALE: NTS DATE: 11-31-05 #6 X 1' -2" LONG USED FOR SIDEWALKS W /8X8, 10/10 WWF 1 =� III= CONCRETE CRACK SEALER 1 /8" RADIUS DI I. p REINF. BAR E.W. I Io =, I I (,, i; I (_ (ppyy) PROJECT NO.: 2005 0052 • 2. AGGREGATE TO BE COMPACTED TO 90% 6D o ' ° D ;� OF MODIFIED PROCTOR (ASTM 01557) CONCRETE STRAIGHT CURB ° OR AS SPECIFIED BY THE SOILS REPORT 8' CONCRETE BLOCK ° " I WITH BRICK AND STONE 3. CONTRACTOR TO COMPLY WITH AMERICANS WITH EXPANSION JOINT NONE EXTRUDING 000 ° PAINT INSIDE TO MATCH CK DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING MATERIAL FACILITIES FOR HANDICAP ACCESSIBILITY ACCESSIBLE PARKING SIG(' DETAIL DUMPSTER DETAIL HANDICAP RAMP CONCRETE JOINT DETAILS