Loading...
HomeMy WebLinkAboutC902-SITE-DETAILS-Rev.0SE E SIT EPL A N (5' MI N.) RETURNED CURB RAMPAC-6 CONTROL JOINTS @ 6" O.C. DETECTABLE WARNING SURFACE (24"D x 48"W) YARD AREA PLANTING OR 6"(TY P . ) ACCESSIBLE RAMP DETAIL MAX 1: 12 SCALE: NONE RAMP CONSTRUCTION DETAIL Detectable warning elements Concrete Base Setting bedIntegrall Curb 8 PAVEMENT Slope 1:12 max RAMP6" 6"1'-3" min.SCALE: NONE NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. COMPLYING WITH ANSI 4.28.8. SIGNS SHALL 2440mm ACCESSIBLE PARKING SPACE SEE SITE PLAN FOR ACTUAL DIMENSIONS **5'-0" MIN. AISLE FOR REGULAR SPACE **8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACE 2440mm 1525mm **AISLE INTERNATIONAL 4" WIDE BLUE PAINT STRIPES (TYP.) IN THE SPACE. NOT BE OBSCURED BY A VEHICLE PARKED INTERNATIONAL SYMBOL OF ACCESSIBILITY IDENTIFIED BY A SIGN SHOWING THE ACCESSIBLE PARKING SPACES SHALL BE AC-1 SYMBOL OF ACCESSIBILITY; BLUE AC-2 SCALE: NONE1' - 11"4" SURFACE MOUNT 16" BASE CONCRETE 4" * POST TO BE SLOPED ACCESSIBLE PARKING SIGN DETAIL FINISHED GRADE 12" BELOW SURFACE MOUNT PRE-PAINTED GALVANIZED STEEL 18"SLOPED 18"CONCRETE 4" 4"1"ACCESSIBLE * CHANNEL POST (2#/Ft.) 8'-10" LONG ACCESSIBLEFACEMATERIAL Alum. 80 Ga.6"VAN PARKING REFLECTIVE WHITE 6' - 0"FINISHEDmin.18"BLUE 12"ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. GRADE NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. MOUNT OPTIONS SITE DETAILS C902 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHSCALE: NONE NEW PAVEMENT TO EXISTING PAVEMENT DETAILPA-1X EXIST. PVMNT. 2'-0" (MIN.) LINE OF SAWCUT NEW ASPHALT PAVEMENT SECTION REFER TO PLANS FOR SECTION PRIME COAT MILL 1"-2" OF EXIST. PAVEMENT TO RECEIVE NEW SURFACE CONCRETE JOINT DETAILS KEYWAY FORMED BY FASTENING KEY TO FORM FILL WITH JOINT SEALER SAWCUT 1/4" CONTROL JOINT BACKER ROD 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. PA-2A EXPANSION JOINTEJ JOINT SEALANT CONTROL JOINTCJ 1/2" KEYWAY JOINT D KJ d d/4 D/3 1/4" d/10 1" 1/8"RADIUS SCALE: NONE PREPARED SUBGRADE COMPACTED TO SPECIFICATIONS 6" #53 AGGREGATE (COMPACTED IN 2 LIFTS) 3" H.M.A. BINDER 19 MM PA-1Q SCALE: NONE ASPHALT PAVEMENT SECTION 1.5" H.M.A. SURFACE 9.5 MM SCALE: NONE SCALE: NONE TRAFFIC STRIPING 4" SOLID WHITE LINE PAVEMENT MARKINGS 6" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS PAINTED ISLANDS PA-7 4"MIN. 8" MAX 4"-6" 4"-6" DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT SOLID WHITE PAVEMENT STRIPING LINES 4"PAVEMENT MARKING-STOP BAR (SEE SITE PLAN) VARIES 12"-24"min. 4' in advance of a crosswalk4'-30' in advance of intersecting travelway 6"-12" WHITE STRIPE 12"-36" SPACE CONTINENTAL CROSSWALK 12"-24" SOLID WHITE LINE BARS WITH 12"-36" SPACES 12"-24" WHITE STRIPE SPACING OF LINES SLECTED TO AVOID WHEEL PATH4" SOLID YELLOW LINE WHEN ADJACENT TO OPPOSING TRAFFIC 4" SOLID YELLOW LINE WHEN ADJACENT TO OPPOSING TRAFFIC SCALE: NONE PAVEMENT MARKING DETAILSPA-7B "NO PARKING" STENCIL WITH "NO PARKING ANY TIME" SIGN - SPACED 50' 6" YELLOW STRIPE 3' MINIMUMNO PARKING CURB - PAINTED YELLOW 6" TOP AND SIDE, OR 6" WIDE STRIPE WITH NO CURB 18" min.30-60° 18" HIGH3" STROKE 9'WHITE LETTERING "NO PARKING FIRE LANE" STENCIL WITH "NO PARKING FIRE LANE" SIGN - SPACED 50' 6" RED STRIPE 3' MINIMUM FIRE LANE CURB - PAINTED RED 6" TOP AND SIDE, OR 6" WIDE STRIPE WITH NO CURB 1 8 " m i n.30-60°18" HIGH3" STROKE 9' RED LETTERING PA-11A PAVEMENT REPAIR DETAIL 1/3 D 1/3 D SCALE: NONE EX. PVMT. MILL EXISTING SAW CUT EX. PVMT. PLACE MIN. 1-1/2" HMA SURFACE FLOWABLE CONCRETE FILL D LIMITS OF PATCH 2' 2' SAW CUT BY USE OF PAVING MACHINE (NO HAND PLACED BIT. MAT'L) 1/3 PAVEMENT THICKNESS THEN BREAK OUT 1/3 PAVEMENT THICKNESS THEN BREAK OUT 10' 10' PAVMENT 1-1/2" DEEP PA-4 COMBINED WALK AND CURB SCALE: NONE COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGH CURB TOP AND FACE. VARIES (SEE PLANS) 6"2. 1. 6"9" 6" 1/4" WIDE TOOLED JOINT 1" RADIUS TOOLED EDGE PAVEMENT SLOPE 1/4" PER 1'-0" GRANULAR BACKFILL 4" TRANSVERSE MEDIUM BROOM FINISH 4"PORTLAND CEMENT CONCRETE PA-5G GENERAL NOTES DCAM #12-03 SCALE: NONE GENERAL NOTES WHERE SIDEWALK IS CONSTRUCTED IMMEDIATELY ADJACENT TO CURB, THE SURFACE OF THE SIDEWALK SHALL BE CONSTRUCTED 1/2" HIGHER THAN THE TOP OF THE CURB. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/4" OF SPACING AS INDICATED OR DIRECTED. COST OF TRANSVERSE PREFORMED JOINT FILLER TO BE INCLUDED IN CONTRACT PRICE FOR "CONCRETE SIDEWALK". * COMPACTED SUBGRADE - THE UPPER 6 INCHES SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST SIX (6) INCHES BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. ** WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED FOUR (4) INCHES. *** WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED FOUR (4) INCHES. **** WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY THE 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. * EXISTING REQUIRED TO MATCH SEED, OR SOD, AS SIDEWALK, TOPSOIL,VARIABLE PAVEMENT WIDTH * WHICHEVER IS GREATER. NO. 24, 1985, SECTION 28-328. SHOULDER SECTION CURB SECTION LIMITS OF FULL DEPTH GRANULAR BACKFILL MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL. WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE, GRANULAR BAKCFILL SHALL BE PLACED IN THAT PORTION OF THE CUT LOCATED WITHIN THREE (3) FEET OF THE ROAD SURFACE OR WITHIN A DISTANCE OF EQUAL TO ONE-HALF (1/2) THE DEPTH OF THE CUT, EXISTING. REQUIRED TO MATCH SEED, OR SOD, AS SHOULDER, TOPSOIL, * GRANULAR BACKFILL: PA-5P FULL DEPTH GRANULAR BACKFILL DCAM #92-01 SCALE: NONE 12/13/21