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Home My WebLink Aboutsp pg 824" 3000 PSI CONC. I— III — III —III @ 28 DAYS =1 1 =1 1 =1 I =T1, L CABC STANDARD CURB & GUTTER SPILL CURB & GUTTER NOTES: 1. SCORE CURB / VALLEY GUTTER AT 15'0. C. 2. PROVIDE 1/2" EXPANSION JOINTS AT 90'0. C. 3. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN MACHINE IS USED.) 4. FINISH ALL CONCRETE WITH CURING COMPOUND. Z -0" STANDARD CURB AND GUTTER 1 112" ASPHALT SURFACE COURSE 1 112" ASPHALT BINDER COURSE 6" COMPACTED GRAVEL BASE COMPACTED SUB -GRADE SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS REPORT IF AVAILABLE. PARKING STALL ASPHALT PAVEMENT 1 112 "ASPHALT SURFACE COURSE 1 112" ASPHALT BINDER COURSE 8" COMPACTED GRAVEL BASE COMPACTED SUB -GRADE SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS REPORT IFAVAILABLE. TRAFFIC AISLE ASPHALT PAVEMENT NOTES: 1. CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, AND ADJUST PAVEMENT SECTIONS ACCORDINGLY. 2. CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION, THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION. ASPHALT PAVEMENT DETAIL ROUND CONC. TOP s 8 "0 STEEL PIPE FILLED W /CONCRETE 0 ih BITUMINOUS JOINT FILLER (CONC. 8" -8 ". 8" PAVEMENT ONLY) FINISHED GRADE �� / / /.� / //, - .: •: . , \Qi \ \ \�� OR PAVEMENT 0 " CONCRETE FOUNDATION CONCRETE BOLLARD A as e A ° e a. ° 6_4 V 314,. a SECTION B -B CONTRACTION JOINT SUBGRADE COMPACTED 98% STANDARD PROCTC MAXIMUM DRY DENSITY (ASTMD 698) REFER TO REPORT IF AVAILABLE. 5'X 5' HANDICAP LANDING OUTSIDE ALL DOORS ° a ° ° :1 co a W °. . 4,A., (MIN.) g U p e 4 ° 'e _a ° e 112 "EXPANSION JOINT-1 5' -0" MA CONTRAC PLAN JOINT 4" CONC. SLAB ON GRADE - BROOM FINISH EXPANSION JOINTS @ 20' -0" O.C. CONTROL JOINTS @ 5' -0" O.C. 3000 PSI @ 28 DAYS W 16X6 - W11.4 WELDED WIRE MESH REINFORCED WHERE DESIGNATED. BACK OF CURB 2' -0" BACK OF CURB ASPHALT ISLAND ASPHALT PARKING PARKING PLAN 3.0' SECTION CONCRETE FLUME PRE -CAST CONC. WHEEL STOP WITH 2 #4 BARS 1"0 X 18" LONG G.I. PIPE AT EACH END. DRIVE INTO GROUND. mI } I � I� • 11 II ASPHALT PAVING it SECTION 4' -0" 6„ 6" r- S SEAL P -0266 26411 = NGR?h y..J....BeG ` TROWEL FINISH EDGE5 BROOM FINISH SCORE O � PLAN 2" (typ.)_L�_ CONCRETE WHEEL STOP JOINT X314" WASHED GRAVEL (typ.) CONSTRUCTION JOINT 1/2" FACE OF BUILDING., FOUNDATION WALL EXPANDABLE FILLER WHERE OCCURS ° e 6 x-314" WASHED GRAVEL (typ.) EXPANSION JOINT 112" RADIUS (typ.) 314 "WASHED GRAVEL (typ.)J SLAB EDGE CONCRETE SLAB DETAIL 2' -0" NO L[ 0 N 0 v u (typ.) 1 " @ LAWN AREAS, 1 112" @ PLANTER AREAS NOTE: ALL TRAFFIC ARROWS TO BE WHITE IN COLOR SECTION A -A I CONCRETE SIDEWALK TRAFFIC ARROWS D 0 w u_ K > w VAN `O� ACCESSIBLE RESERVED PARKING MAXIMUM PENALTY $250 INCREASE TO 84" WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER SIGN. VAN - ACCESSIBLE SIGN AT VAN SPACE ONLY R7 -8 or R7 -8a GREEN BLUE WHITE SYMBOL WHITE BACKGROUND R7 -8D HANDICAP SIGN DETAIL ASPHALT /CONCRETE TRANSITION r- S SEAL P -0266 26411 = NGR?h y..J....BeG ` TROWEL FINISH EDGE5 BROOM FINISH SCORE O � I.i.. 41.01' CL a z O y W 314 "WASHED GRAVEL (typ.)J SLAB EDGE CONCRETE SLAB DETAIL 2' -0" NO L[ 0 N 0 v u (typ.) 1 " @ LAWN AREAS, 1 112" @ PLANTER AREAS NOTE: ALL TRAFFIC ARROWS TO BE WHITE IN COLOR SECTION A -A I CONCRETE SIDEWALK TRAFFIC ARROWS D 0 w u_ K > w VAN `O� ACCESSIBLE RESERVED PARKING MAXIMUM PENALTY $250 INCREASE TO 84" WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER SIGN. VAN - ACCESSIBLE SIGN AT VAN SPACE ONLY R7 -8 or R7 -8a GREEN BLUE WHITE SYMBOL WHITE BACKGROUND R7 -8D HANDICAP SIGN DETAIL ASPHALT /CONCRETE TRANSITION SIDEWALK FINISH DETAIL P CK- UP�B�RS WINDOW PAVEMENT MARKER DETAILS 4.8 30° 8" HIGH LETTERS EXIT ONLY PAVEMENT MARKER DETAILS 6" PERVIOUS CONCRETE PAVEMENT COURSE (MINIMUM), �— OBTAIN GEOTECHNICAL ENGINEER'S RECOMMENDATION _7" GRAVEL BASE COURSE (MIN.), #57 WASHED STONE WITH FILTER FABRIC (NON -WOVEN GEOTEXTILE), OBTAIN GEOTECHNICAL ENGINEER'S RECOMMENDATION r- COMPACTED SUB - GRADE, OBTAIN GEOTECHNICAL ENGINEER'S RECOMMENDATION SUBGRADE COMPAt:TION AND PERMEABILITY SHALL BE PER GEOTECHNCCAI ENGINEER'S RECOMMENDATION. NOTES: 1. CONTRACTOR SHALL OBTAIN SOILS REPORT AND ADJUST PAVEMENT SECTIONS ACCORDINGLY. 2. CONTRACTOR SHALL COORDINATE DEPTHS, TESTING, PLACEMENTAND INSPECTION OF ALL MATERIALS WITH GEO I ECHNICAL ENGINEER. PERVIOUS PAVEMENT DETAIL GENERAL NOTES 1. ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOII CONDITIONS. 2. DESIGNS ARE TO BE )ETERMINED BY SIGN SUPPLIER (VERIFY LOCAL WIND ANI ) SOIL CONDITIONS). 3. ALL PAINTED PAVEMENT MARKERS ARE TO BE SOLID YELLOW AND FURNISHED BY GENt'RAL CONTRACTOR. 4. WHEN UNABLE TO VIEW CARS PLACING ORDERS DIRECTLY FROM PICK -UP WINDOW A 24" CONVEX MIRROR SHALL BE PLACED IN AN APPROPRIATE LOCATION TO VIEW CUSTOMERS AT ORDER STATION. SITE ' r- S SEAL P -0266 26411 = NGR?h y..J....BeG ` TROWEL FINISH EDGE5 BROOM FINISH SCORE O � 3/4 " CONTRACTION 41-011 JOINT 41.01' SIDEWALK FINISH DETAIL P CK- UP�B�RS WINDOW PAVEMENT MARKER DETAILS 4.8 30° 8" HIGH LETTERS EXIT ONLY PAVEMENT MARKER DETAILS 6" PERVIOUS CONCRETE PAVEMENT COURSE (MINIMUM), �— OBTAIN GEOTECHNICAL ENGINEER'S RECOMMENDATION _7" GRAVEL BASE COURSE (MIN.), #57 WASHED STONE WITH FILTER FABRIC (NON -WOVEN GEOTEXTILE), OBTAIN GEOTECHNICAL ENGINEER'S RECOMMENDATION r- COMPACTED SUB - GRADE, OBTAIN GEOTECHNICAL ENGINEER'S RECOMMENDATION SUBGRADE COMPAt:TION AND PERMEABILITY SHALL BE PER GEOTECHNCCAI ENGINEER'S RECOMMENDATION. NOTES: 1. CONTRACTOR SHALL OBTAIN SOILS REPORT AND ADJUST PAVEMENT SECTIONS ACCORDINGLY. 2. CONTRACTOR SHALL COORDINATE DEPTHS, TESTING, PLACEMENTAND INSPECTION OF ALL MATERIALS WITH GEO I ECHNICAL ENGINEER. PERVIOUS PAVEMENT DETAIL GENERAL NOTES 1. ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOII CONDITIONS. 2. DESIGNS ARE TO BE )ETERMINED BY SIGN SUPPLIER (VERIFY LOCAL WIND ANI ) SOIL CONDITIONS). 3. ALL PAINTED PAVEMENT MARKERS ARE TO BE SOLID YELLOW AND FURNISHED BY GENt'RAL CONTRACTOR. 4. WHEN UNABLE TO VIEW CARS PLACING ORDERS DIRECTLY FROM PICK -UP WINDOW A 24" CONVEX MIRROR SHALL BE PLACED IN AN APPROPRIATE LOCATION TO VIEW CUSTOMERS AT ORDER STATION. SITE ' r- S SEAL P -0266 26411 = NGR?h y..J....BeG ` �n�mon } m O � CL a z O W Lu FW- O z Q Z p Z co a L) w 9e p X w Q I° w U W P acv M N Q Z_ p 'J Q � �Q V C Z C)O p Z w S = vW N J d � C U rn Q 0 Q Qa �L0 IX Q M Z� QC`1 � N LLJ > Q c) LLI Z Z�! CL W��JLij O U Q Z k Z Q CL Q m LL-� C) z ° J �® 0 uj w A w PROJECTNO. BRI -1301 FILENAME: BRI1301 -DTL1 DRAWN BY.. JWR SCALE: N.T.S. DATE: 03 -2013 SHEET NO.