Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
N <br /> CALIFOR <br /> LIEN: <br /> 120 <br /> C <br /> ESCALON AVEUE <br /> HIGHWAY <br /> b: <br /> p <br /> NIA <br /> CIVIL NOTES AND DETAILS <br /> GUARD POST NOTES: <br /> 16" FORMED STEEL CURB _____ a:' PUMP BOX OR <br /> PER 2010 CFC, SECTION 392,2, GUARD POSTS JOINT SEALA ' . DISPENSER PUMP <br /> SHALL COMPLY WITH ALL OF THE FOLLOWING <br /> REQUIREMENTS: <br /> 1. CONSTRUCTED OF STEEL NOT LESS THAN 6" CANOPY SLAG ®�8 � 3/Ss' EXPANSION JOINT <br /> MATERIAL SHALL COMPLY WITH <br /> 4-INCHES (102 mm) INDIAMETER AND 3.5° MIN. (COMPACTED DEPTH) °�, ° o °Q°�° ° 0 P°.moo. ASTM D1751 JOINT FILLER <br /> CONCRETE FILLED. ASPHALTIC CONCRETE (AC) 8- <br /> ® CAST IN PLACE <br /> 2. SPACED NOT MORE T 4-FEET (9299 I PAINTED PEARLESCENT WHITE <br /> mm) BETWEEN POSTS ON CENTER. 5.5" MIN. (COMPACTED DEPTH) <br /> 3. SET NOT LESS THAN 3-FEET (914 mm) 6"0 STANDARD CLASS 2 AGGREGATE E (AB) <br /> DEEP IN A CONCRETE FOOTING OF NOT LESS BLACK PIPE � <br /> THAN A 15-INCH (361 mm) DIAMETER. CONCRETE FILLED &.1SOLATION <br /> J IN11ISL`�ND INOF4. SET WITH THE TOP OF THE POSTS NOT LESS <br /> NOT <br /> T® SCALE ARCO <br /> THAN 3-FEET (914 mm) ABOVE GROUND. ° a oo ° g <br /> ° o o O ° Oo 0 <br /> ��3L431U Vu % d L"J-�' <br /> 5. LOCATED NOT LESS T 3-FEET (914 mm) o ° °o o ° o o 09 <br /> s ,, <br /> FROM THE PROTECTED OBJECT. ,\ a A \/\ /\ °0000°O ° ° non oSo o°Q oo <br /> \ <br /> / a a °� PETROLEUM RESISTANT SEALANT <br /> 12 MIN. (COMPACTED DEPTH) EXISTING SOIL - <br /> 3/6°' X 4� IMPREGNATED FIBERBOARD /\\ TO BE SCARIFIED APPROXIMATELY 12 INCHES, PTI SEALANT 3/S°° JOINT ` t <br /> EXPANSION JOINT / �\ MOISTURE CONDITIONED AND RECOMPACTED TO 3/4 DEEP (MIN.) a <br /> \� \� 90% OF MAXIMUM DRY DENSITY <br /> 16" NEW PAVEMENT y <br /> •, <br /> ---.-----EX.- PAVEMENT----- <br /> NOTE: a a ' . e ----- . JOINT FILLER CAST <br /> ALL ASPHALT PAVEMENT (AC) SHALL BE CONSTRUCTED IN ACCORDANCE ° a ° c . ® IN PLACE �1 f G4 <br /> WITH THE RECOMMENDATIONS OF THE <br /> GEOTECHNICAL ENGINEER AND THE <br /> TY OF ESCALON ON STANDARD SPECIFICATIONS.CIa a4. <br /> e d <br /> 4 <br /> 16215 72ND AVENUE SOUTH <br /> TYPICAL AC PAVING SECTION a KENT, WA 96032 <br /> (HEAVY-DUTY) „ n a ® DRILL EXISTING CONCRETE (425)251-6222 <br /> 4' FOR DOWEL PLACEMENT FAX <br /> 077BOLLARD DETAIL <br /> NOT TO SCALE v d (425)251-8782 <br /> 3/4� ------------------------- CIVIL ENGINEERING, LAND PLANNING, <br /> (TYP) SURVEYING. ENVIRONMENTAL. SERVICES <br /> (D=NOT TO SCALE 4 16" O.C. EACH <br /> 3/4" DIA. X 16" L. GREASED No. DATE REVISION DESCRIPTION <br /> WAY CONTINUOUS. INTERRUPT STEEL DOWEL @ 16m O.C. <br /> AT CONSTRUCTION JOINTS. <br /> 6- MIN. (COMPACTED DEPTH) 2 <br /> PORTLAND CEMENT CONCRETE 3 <br /> PAVEMENT (PCC) EXPANSION JOINT (TYP.) <br /> 4'° CONCRETE WALK (BROOM FINISH) <br /> PULVERIZED TOPSOIL WITH 6X6 - W1.4XW1.4 W.W.F. 5- MIN. (COMPACTED DEPTH) J5 NOT TO SCALE <br /> TYPICAL LANDSCAPE AREA 1°° RADIUS ON EDGE <br /> { ) SEE SITE PLAN FOR WIDTH CLASS 2 AGGREGATE BASE (AB) �s <br /> SLOPE TO 2" BELOW <br /> THE TOP OF SIDEWALK TOOLED JOINT6" ADJACENT PAVEMENT <br /> 6" MIN. THICK CONCRETE SLAB <br /> SLOPE 1.0% MIN. MATCH EXISTING SLAB THICKNESS <br /> 2.0% MAX. a:- a d' . <br /> A <br /> / '4 ® 16" O.C. EACH <br /> 0u-o o o 0 0 o p °o o a I o 0 0 0 00 °° oo �° ° o a° 1/20 RADIUS CONTINUOUS THROUGH <br /> o � o � o � go � a � o 0 o So 00 o AT EDGE OF <br /> CONTROL JOINTS. CENTER <br /> R m °° °° o °° o °° R° 4 °°o o ° ° o o ° oo <br /> // �� SLAB (TYP.) " Zz <br /> RE IN DEPTH OF SLAB <br /> �. \\��\\�\ \\i 36 EDGE 9 <br /> 10 THICKENED EDGE <br /> /�// /\/\ /�/\/\/\/ go oo Ro i\\\!\!��\\i�\ ��i\�\\\.�\��i•\\i\\��\ �i�\i\\ �i� (CONCRETE) TAPER Sy : <br /> 00 0° ao <br /> Q�OFESS/® <br /> 4°' COMPACTED GRAVEL ° - <br /> B <br /> THICKENED EDGE <br /> (NO VAPOR BARRIER) <br /> 12- MIN. (COMPACTED DEPTH) EXISTING SOIL ASPHALT o , :' ' `"•.'. 4 a <br /> TO BE SCARIFIED APPROXIMATELY 12 INCHES, * <br /> TYPICAL SECTION TYPICAL SECTION MOISTURE CONDITIONED AND RECOMPACTED TO ° 9 <br /> 90% OF MAXIMUM DRY DENSITY 12" E <br /> IN LAWN AREAS ADJACENT TO DRIVES C <br /> NOTES NOTE: S'�. 1.1 <br /> ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC) SHALL BE vim^ '4,' C V I <br /> A. SIDEWALKS VARY FROM 4' TO 7' IN WIDTH. CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE BITUMINOUS TACK COAT ON F 0CA%-\F <br /> CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. GEOTECHNICAL ENGINEER AND THE CITY OF ESCALON STANDARD CONCRETE PRIOR TO ASPHALT <br /> SPECIFICATIONS. PAVING <br /> B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. AGGREGATE WE COURSE <br /> PCC <br /> { p PER TYPICAL PAVEMENT SECTION <br /> C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/6°° X 4'° IMPREGNATED FIBERBOARD. TYPICAL B-" C C PAVING SECTIO 1� (HEAVY-DUTY) <br /> @77E.- ®tE PUMP ISLAND CONCRETE SLAB SECTION <br /> ON —SITE CONCRETE SIDEWALK <br /> AND SLAB CONTROL JOINT (TYPICAL) <br /> NOT TO SCALE 4- MIN. (COMPACTED DEPTH) 16 <br /> PORTLAND CEMENT CONCRETE NOT TO SCALE <br /> DEVELOPMENT INFORMATION: <br /> PAVEMENT (PCC) <br /> ARCO Nll <br /> 6" MIN. (COMPACTED DEPTH) 3000am/pm <br /> CLASS 2 AGGREGATE BASE (AB) FUEL CANOPY <br /> 5 1/2 wl G MFD' <br /> 1/2" RADIUS <br /> AT EDGE OF <br /> 1"R 1/2" R LANDSCAPE a a e a SLAB (TYP.) 36� EDGE <br /> ° .4 ' ° 4 'Q <br /> _ o 0 00 7. ° 0 00 0 0 o° o 10 THICKE TAPERRDDRES <br /> // // // // // oa°oo ° 000 ° oo o� ° ° oo EDGE (TYP.) AVRppgg <br /> Ka <br /> non oon 00 00 ESCALOW <br /> ALM,CA <br /> PAVEMENT G ACILffY 0 TBD <br /> 12" MIN. (COMPACTED DEPTH) EXISTING SOIL 6w <br /> D. 10NOTE: PROVIDE CONTROL TO BE SCARIFIED APPROXIMATELY 12 INCHES, <br /> 0f9D Iry CST <br /> MOISTURE CONDITIONED AND RECOMPACTED TO <br /> p o JOINTS AT 6' O.C. MAXIMUM 90% OF MAXIMUM DRY DENSITY - —I —) I I—I — I —I I D EP.' cmT BP REPIk <br /> ILII I —I I —III—III— DRAM BY: CST ALLIANCE <br /> D o NOTE: .I ���III,��III��� I , III ®iPRUCT NO <br /> ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC) SHALL BE 17223 <br /> o CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE <br /> D A p GEOTECHNICAL ENGINEER AND THE CITY OF ESCALON STANDARD STRUCTURAL MATERIAL COMPACTED DRAWING TITLE: <br /> SPECIFICATIONS. <br /> PER DETAIL 4 PAVEMENT SCAR957IFIED AND RECOMPACTEDTE®, <br /> SUBGRADE (TYPICAL) REFER TO C <br /> MNOTES L 7 3/4" ACCESSIBLE PATH SOIL. ENGINEER'S RECOMMENDATIONS NO <br /> SIE PREPARATION. <br /> A <br /> DETML <br /> BARRIER CURB CONCRETE SIDE QLK DETAIL <br /> SIEET 140:13 <br /> NOT TO SCALE NEW ISLAND SLQB <br /> ONSITE BARRIER CUP <br /> CONCRETE//ASPHALT SECTION <br /> 10 NOT TO SCALE <br /> SCALE: BLOKE <br /> File:P:\17000s\17223 engineering\17223-D1-3.dwg Date Time:1/26/2016 11:09 AM Scole:1 = 1 JDENNIS Xref: ---- <br /> T <br />