2, ELEMENTS IN THE ABOVE TYPICAL SECTION MAY BE DELETED WHERE THEY ARE NOT REQUIRED AND
|
|
- Cody York
- 6 years ago
- Views:
Transcription
1 ROAD EASEMENT (see NOTE 7) LL ot L ol l-lo 10' 't2' 12' 8 Fl(J 10' tl ot ol o- ûa BORDER OR SDEWALK (see NOTE 2) PARKNG (see NOTE 2) - 2k% \EHCLE ES (see NOTE 6 i q SEE NOTE 4 2%% + FNSHED GROUND L 5 1 PRVATE ROAD NON_RESDENTAL, CLUSTER, CONDOMNUM, SUBDVSON, OR ULTMATE DEVELOPMENT WTH 6 OR MORE UNTS _ RURAL, HLLSDE, URBAN (CLUSTER AREAS LESS THAN 2,/Z ACRE PER UNT) NOTES THS STANDARD APPLES TO PRVATE ROADS N NEW SUBDVSONS OR PNED UNT DEVELOPMENTS where THE DENSmES rn THE cluster AREAS EXcEED one DWELLTNc untr per 2 ncnr GRoss AREA. 2, ELEMENTS N THE ABOVE TYPCAL SECTON MAY BE DELETED WHERE THEY ARE NOT REQURED AND AS APPROVED BY THE PNNG DRECTOR. FOR DESGN ALTERNATVES AND REQUREMENTS SEE SECTONS OF THE UAL ON POLCES AND STANDARDS FOR RURAL, HLLSDE AND CLUSTER SUBDVSONS. 3. ROADBEDS MAY BE ELEVATED ABOVE NATURAL GROUND N RURAL NON_HLLSDE AREAS F UNDERGROUND STORM SEWERS ARE NOT REQURED, AND OUTSDE FEMA DENTFED FLOOD PS. 4. STRUCTURAL SECTON MNMUMS: outslde URBAN SERVTCE AREAS - PER CALTRANS H GHWAY DESTGN UAL, SECTTON 633.1(1XC) WTH Tl : 4.5 NSDE URBAN SERVTCE AREA - PER CALTRANS H GHWAY DESTGN UAL, SECTTON 633.1(1XC) W TH Tl CURB & GUTTER MAY BE ROLLED (CnlrnnruS STANDARD TypE E CURB) OR VERTTCAL (CALTRANS STANDARD TYPE A2-6 (24") WTDTH). DEVELOPER'S OpTtON. 6. E WDTH MAY BE REDUCED TO NO LESS THAN 10' FOR ALL ROADS SERVNG 6 OR LESS DWELLNGS AT ULTMATE DEVELOPMENT AND SOME COMMERCAL DEVELOPMENT. ONE-WAY ROADS MAY HAVE A STNGLE 14' W DE E (M N MUM). 7. ROAD EASEMENTS SHALL NCLUDE A 10'MNMUM WDTH BORDER ON EACH SDE OF THE SHOULDER OR CURB. AND ROAD EASEMENTS SHALL NCLUDE ALL CUT AND FLL SLOPES. 8. DRANAGE SHALL CONFORM TO SECTON E1 N THE UAL ON POLCES AND STANDARDS AND THE 2OO7 DRANAGE UAL. WHERE STORM SEWERS ARE REQURED, CONFORM TO ROADS AND ARPOR DEPARTMENT STANDARDS FOR THE DESGN AND CONSTRUCTON OF DRANAGE FACLTES. APPROVED: s/2/2016 NO. REVSON ( / o e --- NON.RES DENTAL ACCESS/ PRVATE ROAD 1
2 A l J z u. COUNTY SÏANDARD AC DKE (RTGHT OF way) B (GRADED ROADBED) t J z. E. c VARES (TRAFFTC ES).3 SGHT PANEL 2 r% SLOPE SUBDRAN SYSTEM WHERE REQURED 2:/ EASE. S REQURED PROPOSED COMPACTED SUBGRAD *OR AS ALLOWED BY GEOTECHNCAL ENGNEER BENCH MN.* PRVAÏE ACCESS ROAD (TWo ro FtvE Lors, H LLS DE) (EXTSTTNG CROSS SLOPES 10% OR GREATER) 6' 1' KEY MN. MNMUMS TYPE OF ROAD A B c ONE-WAY LOOP TURNAROUNDS AS SPECFED 40' 't 8' 12' 3 LOTS 'ULTMATE DEVELOPMENT' 4c ' 24' 18' 4_5LOTS LTMATE DEVELOPMEN 60' 30' 0R 36 18' HALF-ROAD N N U 40 26' 20' NOÏES EMERGENCY N 20' 15' 1?' 1. ROADS SERVNG 6 OR MORE LOTS ARE TO BE DESGNED FOR FUTURE UPGRADNG TO COUNTY TANED ROAD STANDARDS UNLESS EXEMPTED BY D DEVELOPMENT ENGNEERNG. 2. THE STRUCTURAL SECTOTN SHALL BE PER CALTRANS HTGHWAY DESTGN UAL, SECTTON 633.1(1XC), WTH A Tl : ASPHALT DKE, PER SANTA CLARA COUNTY COUNTY ROADS AND ARPORTS STANDARD DETAL, B-13, MAY BE DELETED WHERE EROSTON PROTECTTON rs NOT NEEDED. (SEE CHART FOR DETERMTNTNG D TCH LtNtNG REQUTREMENTS -8.) 4. SEE SECTON OF UAL ENTTLED ''POLCES & STANDARDS FOR ROADS'' FOR FURTHER DESGN AND CONSTRUCTON NFORMATON. 5. BENCHNG MAY BE DELETED WHERE CROSS SLOPE S LESS THAN 2O%, OR AS DRECTED BY THE GEOTECHNCAL ENGNEER AND APPROVED BY D DEVELOPMENT ENGNEERNG. 6. NO REDUCTON ON THS ROAD SECTON WDTH MAY BE ALLOWED TO REDUCE GRADNG VOLUMES. 7. RoADS MAY BE SUPERELEVATED W TH 2 å% CROSS SLOPE TO THE UPHTLL S DE PER 2 WHERE EX ST NG CROSS SLOPE S 5% OR GREATER. 8. NO ON_STREET PARKNG S ALLOWED. APPROVED 3/2/2016 NO. REVSON (-- / ot t PRVATE ACCESS ROAD (HTLLSTDE CONDTTTONS) 2
3 t! z 2 A (RrcHT OF WAY) B (RoADBED) c TRAFFC ES 2' T J z. NATURAL GROUND -2t%12)76* DÏCH-SZED & LNED PER COUNTY STANDARDS (TYPTCAL on BorH srdes OF THE ROAD) CULVERTS q (AS REOUTRED) PRVATE ACCESS ROAD (noru- H rr-r-srde DEVELoPMENT) (cross SLoPES of 10% or LESS) ERGY DSSPATER PER COUNTY STANDARDS Ç**,*. MNMUMS TYPE OF ROAD A B c ONE_WAY LOOP TURNAROUNDS AS SPECFED 40 20' 14' 3 LOTS OR LESS ULTMATE DEVELOPMENT. 40' 24' 1B' 4 OR MORE LOTS ULTMATE DEVELOPMEN 6o' 30' or 36' 1R, HALF_ROAD NTAL CONSTRUCTON 4ô' 24' t(\' EMERGENCY ACCESS ROAD WTH TURNOUTS.iô' 1s' 12' NOES 1. ROADS SERVNG 6 OR MORE LOTS ARE TO BE DESGNED FOR FUTURE UPGRADNG TO COUNTY TANED ROAD STANDARDS UNLESS EXEMPTED BY D DEVELOPMENT ENGNEERNG. 2. THE STRUCTURAL SECTOTN SHALL BE per CALTRANS HTGHWAY DESTGN UAL, SECTTON 633.1(1xC), W TH A Tl : ASPHALT DKE, PER SANTA CLARA COUNTY COUNTY ROADS AND ARPORTS STANDARD DETAL, B_13, MAY BE DELETED WHERE EROSTON PROTECTTON rs NOT NEEDED. (SEE CHART FOR DETERMTNTNG D TCH LTNTNG REQUREMENTS _8,) 4. SEE SECTON OF UAL ENTTLED "POLCES & STANDARDS FOR ROADS'' FOR FURTHER DESGN AND CONSTRUCTON NFORMATON. 5. BENCHNG MAY BE DELETED WHERE CROSS SLOPE S LESS THAN 2O%, OR AS DRECTED BY ÏHE GEOTECHNCAL ENGNEER AND APPROVED BY D DEVELOPMENÏ ENGNEERNG. 6. NO REDUCTON ON THS ROAD SECTON WDTH MAY BE ALLOWED TO REDUCE GRADNG VOLUMES. 7. RoADS MAy BE SUeERELEVATED wtrh z lz caoss slope To rhe uphrll srde per sd2 where EXrslNG CROSS SLOPE S 5% OR GREATER. 8. NO ON-STREET PARKNG S ALLOWED. APPROVED: 3/2/2016 NO. REVSON ( * / o e PRVATE ACCESS ROAD (NON-H TLLSTDE CONDTTlONS) 3
4 10' MtN. RGHT OF WAY OR PROPERTY LNE 22, APìROAC 'LARE U tv! l J F 12' MN. + P VEW É À SH PROPOSED OR EXSTNG EDGE OF DRVEWAY 22, APPROACH FLARE DSTANCE & DTH VARES PROVDE VERTCAL CURVES FOR ANY GRADE CHANGES THAT EXCEED f% 2% SLOPED NBOARD NTO THE HLL MNMUM COVER 1' -sar-upj CROSS SECTON VEW 1,4r_Qg{{a_ CULVERT - R.C.P. OR C.M.P. AS REQUTRED (SEE NOTE 2) * MAXMUM GRADE 16% PAVED 15% UNPAVED NOTES DR\EWAY APPROACH CONNECTON TO PRVATE ROAD CULVERT PLUS SWALE SHALL ACCOMMODATE MAXMUM FLOW. MNMUM CULVERT SZE TO BE CONSSTENT WTH REQURED MNMUMS SHOWN N ROADS AND ARPORTS DETAL 84. CULVERT SHALL EXTEND 1' BEYOND EACH TOE OF SHOULDER. PROVDE HEADWALLS AND/oR R P-RAP AS REQUTRED. C.M.p. TO BE NOT LESS THAN 14 GAUGE. 2. CULVERT MAY BE OMTTED WHERE NO ROADSDE DTCH EXSTS WTH WRTTEN APPROVAL OF PNNG DRECTOR. 3. DRVEWAY APPROACH BASE & PAVNG TO BE SAME AS, OR BETTER THAN, PRVATE ROAD BASE & PAVEMENT SECTON. 4. SEE STNGLE LOT DRTVEWAY SECTTON (s OR 6) FOR MORE NFORMAT ON. APPROVED: D 3/2/2o16 M T G NO. REVSON ( -- / one DRVEWAY APPROACH OF A PRVATE ROAD 4
5 EASEMENT (AS REOUTRED) 12' 10' 3' TURNOUT (see NOTE s) + V-DTCH WHEN REQURED. /* EXSTNG GRADE PROR TO DEVELOPMENl 1'MtN. 2:l SLOPE PAVNG OR ASPHALT D KE (SEE NOTE 4) COMPAClED SUBGRADE 6 BENCH MN x * OR AS RECOMMENDED BY GEOTECHNCAL ENGNEER 1' KEY MN. DRVEWAY NOTES 1, THE STRUCTURAL SECTON SHALL BE PER CALTRANS HGHWAY DESGN UAL SECTON 633.1(1Xc) WTH A T.l. : 3.5. PROFLE SLOPES GREATER THAN OR EQUAL To 15% SHALL HAVE ASPHALT CONCRETE PAVNG. 2. DRVEWAY PAVNG S REQURED FOR ALL ACCESS TO GARAGES, NDVDUAL HOMES, ACCESSORY STRUCTURES, AND SECONDARY DWELLNG UNTS TO PROVDE EMERGENCY VEHCLE ACCESS. THE DRVEWAY PAVNG SHALL BE FROM THE ACCESS ROAD ÏO THE STRUCTURES, NCLUDNG ANY PORTON OF THE DRVEWAY THAT CROSSES ADJACENT PROPERTY THROUGH AND EASEMENT. 3. RETANNG WALLS MAY BE SUBSTTUTED FOR SLOPES ABOVE OR BELOW ROAD SURFACE WTH APPROPRATE GUARD RALS AND REFLECTORS. 4. SLOPE PAVTNG (OR DKE) MAY BE DELETED rn FLAT D CONDTTTONS OR WHERE EROSTON PROTECTTONS ts NOT NEEDED. (SEE 8 FOR DETERMTNTNG DrTCH LTNTNG REQUTREMENTS.) 5. TURNOUTS AND TURNAROUNDS SHALL HAVE THE SAME STRUCTURAL SECTON AS DRVEWAY. TURNOUT GEOMETRES TO BE CONSSTENT WTH FRE MARSHAL STANDARDS. PAVEMENT SLOPES SHALL NOT EXCEED 5% N ANY DRECTON. APPROVED A s/2/2o16 NO REVSON ( - / o e RESDENTAL DRVEWAY 5
6 t l z F l l o- o u L FACE OF FOOTNG t J zj t- L l À o fl c H 25'MAX DEBRS BENCH 6' D MN. 2t% * OR AS RECOMMENDED BY GEOÏECHNCAL ENGNEER ' MN. DEPTH FACE OF BLDG FOOTNG PROVDE DSCAPNG AND EROSON PROTECTON PER COUNTY STANDARDS MNMUM SETBACK FT H (FEEr) A B c D o To TO 25 H/2 5 (H/2) 10 UVL( 25 'tþ 5 2A 10 TìPCAL LOT GRADNG (HTLLSTDE) ROADBED HETGHT (OR DEPTH) OF EMBANKMENT (FLL) 2r% HETGHT (OR DEPTH) 0F EXCAVATON (CUT) 1' KEY MN - BENCH 6 MNMUM COMPACTED FLL UNDSTURBED GROUND Tì?CAL ROAD GRADNG (HtLLSTDE) NOÏES 1 SEE GRADNG ORDNANCE FOR COMPLETE DESGN STANDARDS. 2 SEE SECTON OF UAL ENTTLED ''POLCES AND STANDARDS PERTANNG TO GRADNG'' FOR ADDTONAL NFORMATON. APPROVED: 3/2/2016 NO. REVSON ( _-, / ottt GRADNG STANDARDS 6
7 NO'TES 12, TRA\EL E 12' 1. 20' TRANSTON FROM A 12' DRVEWAY WDTH S REQURED AS NECESSARY , NSDE RADUS TYP. 3. TURNAROUND AND TURNOUÏ MAY REQUTRE THE DEDTCATOTN OF AND/OR ACQUSTON OF RGHT OF WAY 25 30' 25' EASEMENTS. rurnout 48' R32' R- 32' 32 40' R 15' 30' MtN 20' R 15' R 15' 30, MN t 20' F4 R 15'TYP rurnaround A rurnaround B rurnaround C 78' T 20' -T ÉLl A' 15,TYP 30 36' 30' MtN 29 R 5' 90'- 110' r?q-l ' TYP. BOTH LEGS ÏURNAROUND D rurnaround E rurnaround F 25' 30' MtN APPROVED s/2/2o16 NO REVSON (- *-- / oete STANDARD TURNAROUNDS 10
8 RECESSED AREA FOR LFTNG BOLT NON-SKD TREAD P - STANDARD MONUMENT BOX 9" PAVEMENT SURFACE g" 3z" AC PAVEMENT 4/2" yi' Y2 f- 1/+" 6" 2h" )/2" d/2",t" x 2 lz"bolr 63/+" î 12" + SECTON - STANDARD MONUMENT BOX 9" Y+" X - SEE NOTE 2 sáe v 7) v " V+" 7 3kz" SECTON - STANDARD MONUMENT BOX RSER RNG NOÏES 1. CAST RON RSER RNGS SHALL CONFORM TO THE PROVSONS OF SECTON 55_2 OF THE STATE STANDARD SPECFCATONS. 2. DMENSoN "X" SHALL BE A 1/2", 2" OR 2h". 3. COVER & RSER RNG SHALL BE NON-ROCKNG WHEN NSTALLED. APPROVED: G 3/2/2o16 NO. REVSON (*u / oxe STANDARD MONUMENT BOX 11
'!' CORDOVA BRANDON GREEN
STERLNG HWY FOREST SERVCE- REGON TEN CHUGACH NATONAL FOREST CORDOVA RANGER DSTRCT PLANS FOR PROPOSED CONSTRUCTON SAND ROAD TRAL PARKNG AREA LEGAL DESCRPTON T. 16 S., R. 2 W., COPPER RVER MERDAN SHEET NDEX
More informationS TREET (TO DADE ) BE IMPROVED. 96.3' - -, I I i---- , so. a - - r- - r - so. o, LOT 1 LOT 2 POND T.O.B (() I 100.0' I I LOT 3 !
- F - r-=-::--;;m11s.. THTHESE DRAWNGS CONSTRUCTON OTE: TD SOllE BE CONS DETAllS TYPCAL DH PlANS. AND NLY - NTT FOR PERMT OR El NOT BE R :tt eecce lll""' FAMLAR,_ EASBLJTY O.,."',_"'.,.. "' CTRONA DRVE
More informationSECTION 3 STREET DESIGN
3.01 GENERAL SECTION 3 STREET DESIGN For purposes of geometric and structural design, streets shall be classified according to the following table. The City Engineer will determine the class of all proposed
More informationFor models: 660 EF/EFO
Installaton Instructons Gas converson kts For models: 660 EF/EFO Part no. 660NGKIT/660LPKIT Warnng: Ths kt must be nstalled by a qualfed nstaller n accordance wth these nstructons and all applcable codes
More informationTerminating Head
Termnatng Head 58246-1 Instructon Sheet for MTA- 100 Receptacle Connectors 408-6929 Usng Dscrete Wre 07 APR 11 Locatng Pawl Feed Slde Tool Base Wre Inserter Adjuster (Inserton Rod) Mass Termnaton Assembly
More information2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS
CITY OF REDMOND, OREGON 2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS TABLE OF CONTENTS SECTION 1 TRENCHES TITLE 1-1 Utility Trench 1-2 Water Line & Sewer Line Separation 1-3 RR X-ING Single/Joint Use
More informationPART 4: Proposed Sidewalk Routes
::. ~-N 1848 Cit of Geor etown Sidewalk Stud PART 4: Proposed Sidewalk Routes A. Evaluation of the Planned Sidewalk Routes City of Georgetown personnel provided HDR with a drawing indicating planned sidewalk
More informationTrack Reconditioning Guidelines
1. Scope, Ths gude has been prepared to assst n the nvestgaton, desgn and rehabltaton of the exstng track formaton and ballast. It s ntended to be used n all constructon or mantenance actvtes amed at modfyng
More informationMODEL : LDF7810WW/ LDF7810BB/ LDF7810ST LDF7811WW/LDF7811BB / LDF7811ST LDS5811WW/ LDS5811BB/ LDS5811ST LDF6810WW/LDF6810BB / LDF6810ST
_/ / _ III IRL III" Dshwasher MODEL : LDF7810WW/ LDF7810BB/ LDF7810ST LDF7811WW/LDF7811BB / LDF7811ST LDS5811WW/ LDS5811BB/ LDS5811ST LDF6810WW/LDF6810BB / LDF6810ST Please read ths manual carefully Retan
More informationThis Chapter sets forth the minimum design, technical criteria and specifications to be used in the preparation of all roadway plans.
4.1 GENERAL This Chapter sets forth the minimum design, technical criteria and specifications to be used in the preparation of all roadway plans. These Roadway Standards are for new construction and modification
More informationFK240 FLAT SOLAR COLLECTORS ROOF-TOP INSTALLATION FOR WORCESTER SOLAR SYSTEMS
FK240 FLAT SOLAR COLLECTORS ROOF-TOP INSTALLATION FOR WORCESTER SOLAR SYSTEMS G INSTALLATION INSTRUCTIONS About ths manual Ths nstallaton manual contans mportant nformaton for the safe and approprate nstallaton
More informationProduct Information. Gripper for small components MPG-plus
Product Informaton Grpper for small components MPG-plus MPG-plus Grpper for small components More powerful. Faster. Longer fngers. MPG-plus grpper for small components 2-fnger parallel grpper wth smooth
More informationDrexus Slot Drain. Slot Drainage System. Water Management. Water Linear Management Drainage Design Guide Drexus Slot Drain Linear Drainage Channel
Water Management Slot Dran Do Slot Dran D400 Mono Slot Dran Slot Dran Slot Dranage System Marshalls Slot Dran s a hghly effectve yet beatflly dscreet solton for srface water removal on premm landscapes.
More informationAPPENDIX B SUBDIVISION STREET DESIGN GUIDE. SECTION B 1 INTRODUCTION Introduction...B-1
APPENDIX B SUBDIVISION STREET DESIGN GUIDE SECTION B 1 INTRODUCTION Introduction...B-1 SECTION B 2 DESIGN REQUIREMENTS Projected Traffic/Capacity Analysis...B-2 Functional Classification...B-3 SECTION
More information11. Contract or Grant No. Lubbock, Texas
Tee hnalr c eport D ocwnentaton Page 1. ReportNo. 2. Government Accesson No.. Recpent's Catalog No. TX -917-951-S. Ttle and Subttle 5. Report Date Proposed Geometrc Desgn for Two-Lane, Two-Way Hghway ntermttent
More informationt- 1'_, ~"ll ca ta no PORTS PIER 3 EAST & WEST AND PIER 4 WEST AUTHORITY ~~}.- c lo LOCATION AND VICINITY MAP ' * ' LIC NUM 13.
Al B c:umr c-------lo SAN JUAN HARBOR ODMDS A Tl.ANTC OCEAN ARECBO P UERTO DORADO R C O.. e BAYAMON LOCATON OF WORK HUMACAO CARBBEAN SEA LOCATON MAP NOT TO SCALE ATLANTC OCEAN PER3 PER4 PAN AMERCAN DOCKS
More informationDriveway Design Criteria
Design Manual Chapter 5 - Roadway Design 5L - Access Management 5L-4 Driveway Design Criteria A. General For efficient and safe operations, access drives and minor public street intersections can be improved
More informationChapter 11. Culverts and Bridges Design Checklist for Culvert Design
Yes No N/A Design Requirements I. GENERAL DESIGN GUIDELINES Chapter 11. Culverts and Bridges A. Culvert design is in accordance with the Culverts chapter of Volume 2 of the UDFCD Manual for additional
More informationWYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways
WYDOT DESIGN GUIDES Guide for Non-NHS State Highways 2014 GUIDE FOR Non-NATIONAL HIGHWAY SYSTEM (Non-NHS) STATE HIGHWAYS PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION This Guide is directed to
More informationSECTION VII ROADWAY AND SITE IMPROVEMENTS
SECTION VII ROADWAY AND SITE IMPROVEMENTS TOC-VII.1 of 4 TABLE OF CONTENTS ROADWAY AND SITE IMPROVEMENTS No. Title I-1 Alley Intersection (Commercial Areas) I-2 Valley Gutter For 90 Intersection I-3 Typical
More informationSECTION 14: LANDSCAPING AND BEAUTIFICATION
SECTION 14: LANDSCAPING AND BEAUTIFICATION RULE 14.1 GENERAL PROVISIONS 14.1.1 The rules and guidelines contained in this section have been established to provide proper guidelines for the beautification
More informationPART A5 STREETS DECEMBER 2015
PART A5 STREETS DECEMBER 2015 PART A5 - STREETS Page 1 1 GENERAL... 2 2 DEFINITIONS... 2 3 SUBMISSIONS AND APPROVALS... 3 TRAFFIC IMPACT ASSESSMENT (TIA)... 3 TRANSPORTATION PLAN... 4 DETAILED DESIGN SUBMISSION...
More informationPneumatic level indicator Unitel
Pneumatc level ndcator Untel Reference ponter for easy consumpton montorng Zero correcton possble Page 28 pplcaton For contnuous level measurement n tanks contanng fuel ol, desel fuel and ranwater. For
More informationBourdon tube pressure gauges for chemical applications with electrical contact
Electrcal contacts chemcal applcatons wth electrcal contact Measurng system fully welded to housng Robust mechatroncal pressure gauge Up to three contacts Tghtness-tested wth helum GOSSTNDRT-certfed Page
More informationCross Section Elements
Chapter Four Cross Section Elements Many of the basic geometric criteria for design of the various cross section elements were described as design standards in Chapter Three. This chapter provides more
More informationAPPENDIX B(1) SUBDIVISION STREET DESIGN GUIDE. SECTION B(1) 1 INTRODUCTION Introduction... B(1)-1
APPENDIX B(1) SUBDIVISION STREET DESIGN GUIDE SECTION B(1) 1 INTRODUCTION Introduction... B(1)-1 SECTION B(1) 2 DESIGN REQUIREMENTS Projected Traffic / Operational / Capacity Analysis... B(1)-2 Functional
More informationDevelopment of Accident Modification Factors for Rural Frontage Road Segments in Texas
Development of Accdent Modfcaton Factors for Rural Frontage Road Segments n Texas Domnque Lord* Zachry Department of Cvl Engneerng & Center for Transportaton Safety Texas Transportaton Insttute Texas A&M
More informationGeometric Design Tables
Design Manual Chapter 5 - Roadway Design 5C - Geometric Design Criteria 5C-1 Geometric Design Tables A. General The following sections present two sets of design criteria tables - Preferred Roadway Elements
More informationAccess requests to County streets and roadways are processed through one of the following methods:
13.1 GENERAL APPLICATION PROCESS Access requests to County streets and roadways are processed through one of the following methods: A. Planned Developments may set general locations for access points.
More informationCity of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS
SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable
More informationAPPENDIX F DESIGN STANDARDS REVIEW SUMMARIES AND REDLINES
APPENDIX F DESIGN STANDARDS REVIEW SUMMARIES AND REDLINES 092775000 Carson City ADA Transition Plan 2015-03-25 Carson City ADA Transition Plan.docx March 2015 APPENDIX This page intentionally left blank.
More informationCITY OF ROSEVILLE DESIGN STANDARDS
CITY OF ROSEVILLE DESIGN STANDARDS Section 1 Purpose and Definitions 1-1 Purpose PD 1 1-2 Design Practice PD 1 1-3 Definitions PD 1 Section 2 General Requirements 2-1 Plans by an Appropriate Engineer GR
More informationAlberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999
Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999,1'(; A ACCELERATION Data on acceleration from stop D-29 Effects of grade D-35 Intersections D-97, D-99 Lanes D-97, F-5, F-7, F-15, F-21,
More informationOctober 2004 REVISIONS (2) SUPERELEVATION DEVELOPMENT 11.3(2)
October 2004 REVISIONS (2) Chapter 11 HORIZONTAL ALIGNMENT SUPERELEVATION DEVELOPMENT 11.3(2) Chapter 12 VERTICAL ALIGNMENT VERTICAL CURVES PASSING SIGHT DISTANCE 12.5(2) VERTICAL CURVES STOPPING SIGHT
More informationSIGN PLACEMENT-ELEVATION VIEW: FREEWAY (FORESLOPE) ROADSIDE SIGN LOCATIONS & SUPPORT SPACING MICHIGAN DEPARTMENT OF TRANSPORTATION (MIN.
3' HINGE POINT EACH POST (TYP) (MIN.) (SAW CUT OR FUSE PLATE) EDGE OF FORESLOPE 4" STEEL COLUMN 6" WOOD POST THRU TRAVELED 7'MIN. SHOULDER LATERAL OFFSET (FORESLOPE) (VARIABLE) BREAKA POSTS THE LATERAL
More informationWYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate)
WYDOT DESIGN GUIDES Guide for NHS Arterial (Non-Interstate) 2014 GUIDE FOR NATIONAL HIGHWAY SYSTEM (NHS) HIGHWAYS (NHS ARTERIALS, Non-Interstate) PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION
More informationDETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES:
GENERAL NOTES: CURB NOTES: 5'-0" MIN 5'-0" 5'-0" MIN 1. 2. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES
More informationADA Training Standard Plans
ADA Training Standard Plans SCREEN READABLE VERSION IS IN THE MAKING AND WILL BE MADE AVAILABLE SOON 2018 MnDOT 2 Standard Plans 2017 Overview Overview PROWAG and Curb Ramp Basics Curb Ramp Types ADA Curb
More informationGeneral Information for Culvert Design
Design Manual Chapter 2 - Stormwater 2E - Culvert Design 2E-1 General Information for Culvert Design A. Introduction A culvert is a conduit under an embankment that transports stormwater from one side
More informationGENERAL LEGEND 12"CMP
PLANS FOR X-REFS: west branch_ci FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\A.1 COVER PLOTTED: Monday, July 23, 212 2:44:13 PM OLIPHANT STREET
More informationGEOMETRIC DESIGN STANDARDS FOR NEW RESIDENTIAL SUBDIVISION STREETS TABLE 1A CG-6 CURB AND GUTTER SECTION
TABLE 1A CG-6 CURB AND GUTTER SECTION HORIZONTAL AND VERTICAL CONTROLS CURB AND GUTTER ROADWAYS MAXIMUM 3:1 CUT OR FILL SLOPE CURVE DATA MIN. SIGHT DISTANCE PROJECTED TRAFFIC VOLUME (ADT) MIN. DESIGN SPEED
More informationIpperwash Community Design Plan
Ipperwash Communty Desgn Plan Muncpalty of Lambton Shores Draft Fnal: December 4th, 2015 ska Stempsk Kelly Assocates Inc. Desgn Landscape Archtecture Plannng T 519.787.4313 E nfo@ska-desgn.ca W www.ska-desgn.ca
More informationDesign Criteria. Design Criteria
F Design Criteria Design Criteria Ministry of Transportation Ministère des Transports DESIGN CRITERIA Page: 1 of 13 WORK PROJECT NO. N/A GO Bloomington Station TYPE OF PROJECT LOCATION Bloomington Road
More informationPaul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering. Minnesota Department of Transportation (the Department)
To: From: Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering Date: March 20, 2001 Subject: Roadway Geometric Design Criteria Project: TH 14/218 Design-Build Project, SP 7408-29,
More informationAPPENDIX B SUBDIVISION STREET DESIGN GUIDE. SECTION B 1 INTRODUCTION...B-1 Introduction...B-1
APPENDIX B SUBDIVISION STREET DESIGN GUIDE SECTION B 1 INTRODUCTION...B-1 Introduction...B-1 SECTION B 2 DESIGN REQUIREMENTS...B-2 Projected Traffic/Capacity Analysis...B-2 Functional Classification...B-2
More informationGripping force, O.D. gripping. MPZ 20 / 4 bar MPZ 20 / 6 bar. MPZ 20-AS / 4 bar MPZ 20-AS / 6 bar. Gripping force, I.D. gripping
SCHUNK Grppers pneumatc 3-Fnger Centrc Grppers Small Components Grpper Grppng force, O.D. grppng Fnger load Grppng force 50 MPZ 20 / 4 bar MPZ 20 / 6 bar MPZ 20-AS / 4 bar MPZ 20-AS / 6 bar 40 30 20 10
More informationProduct Information. Gripper for small components MPG 32
Product Informaton MPG 32 MPG Precse. Compact. Relable. MPG grpper for small components 2-fnger parallel grpper wth smooth roller gudes of the base jaws Feld of applcaton Grppng and movng of small to medum-szed
More informationYONLEY PUD PRELIMINARY APPLICATION
YONLEY PUD PRELMNARY APPLCATON EXHBT L SDS PLANS HEPWORTH - PAWLAK GEOTECHNCAL August, 2007 Jm and Polly WeÌgel 11 Lakewood Heghts Drve Lakewood, CO 80215 Hepworth-Pawlak Geokchnícnl, ne. P. O. Drawer
More informationProduct Information. Universal gripper PZN-plus
Product Informaton Unversal grpper PZN-plus PZN-plus Unversal grpper Relable. Robust. Flexble. PZN-plus unversal grpper Unversal 3-Fnger Centrc Grpper wth hgh grppng force and maxmum moments due to mult-tooth
More informationCHAPTER 4 SPALDING COUNTY, GEORGIA 4.0 CULVERT DESIGN
SPALDING COUNTY, GEORGIA CHAPTER 4 4.0 CULVERT DESIGN... 4-1 4.1 INTRODUCTION... 4-1 4.2 SYMBOLS AND DEFINITIONS... 4-1 4.3 ENGINEERING DESIGN CRITERIA... 4-2 4.3.1 FREQUENCY FLOOD... 4-2 4.3.2 VELOCITY
More informationSECTION 3.00 STREETS, DRIVEWAYS, AND PARKING LOTS SUB-INDEX
SECTION 3.00 STREETS, DRIVEWAYS, AND PARKING LOTS SUB-INDEX 3.01 GENERAL 3.02 DESIGN A. Street Classifications for Town Specifications B. Horizontal Street Design C. Vertical Design D. Geometrics-Radii
More informationPierce County Department of Planning and Land Services Development Engineering Section
Pierce County Department of Planning and Land Services Development Engineering Section PROJECT NAME: DATE: APPLICATION NO.: PCDE NO.: Circled items need to be addressed. Checked items are OK. A determination
More informationNonvoting. A.J. Bartosic, Rohm & Haas Go., PA Herman H. Spaeth, Novato, CA (Member Emeritus) Staff Liaison: Waiter P. Sterling
Report of the Commtte on Fre Tests jessej. Betel, Char Hughes Assocates nc., MD PeterJ. Barbadoro, Westnghouse Savannah Rver Co., SC Aprl L. Berkol, TT Sheraton Corp., MA Rep. Amercan Hotel & Motel Assn.
More informationAmerican Railway Engineering and Maintenance of Way Association Letter Ballot. Draft
American Railway Engineering and Maintenance of Way Association Letter Ballot 1. Committee and Subcommittee: Committee 5 Track Subcommittee 9 Road Crossings 2. Letter Ballot Number: 05-17-16 3. Assignment:
More informationCity of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures Sep/16 R-2 No Drawing Jan/17 R-2A Typical Cross Sections for Granular
More informationBI-DIRECTIONALS FREE-ACCESS
BI-DIRECTIONALS FREE-ACCESS Dimensions may vary depending on design vehicle and turning movements. See GEO-650-Series for addtional details. SPECIAL Special situations, i.e., See Notes 4 & 5 wide streets,
More informationOklahoma Corporation Commission Oil & Gas Conservation Division Post Office Box Oklahoma City, Oklahoma Rule 165:
Oklahoma Corporaton Commsson Ol & Gas Conservaton Dvson Post Offce Box 52000 Oklahoma Cty, Oklahoma 73152-2000 Rule 165: 10-3-25 Form 1002A AP No.: 35149215290000 OTC Prod. Unt No.: 149-205146 Completon
More informationProduct Information. Gripper for small components MPG-plus 40
Product Informaton MPG-plus 40 MPG-plus More powerful. Faster. Longer fngers. MPG-plus grpper for small components 2-fnger parallel grpper wth smooth roller gudes of the base jaws Feld of applcaton Grppng
More informationCHAPTER 7 STREET DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS
CHAPTER 7 STREET DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS Section Title Page 7.1 General... 7-1 7.1.1 Conforming to Standards and Master Plans... 7-1 7.1.2 Construction Drawings Relating to Chapter
More informationRevisions to Larimer County Urban Area Street Standards (2016 Update)
1.9.2 B 1-18 Street Construction Policy 1.14 (new) 1-29 Complete Streets in Fort Collins 4.1.1 04-01 General 4.1.3 04-01 Capacity and Safety Issues 4.1.3 B 04-02 Pedestrian Traffic Considerations 4.1.4
More information4. Street Standards. City of Steamboat Springs Engineering Standards Chapter 4 Street Standards Revised 5/8/15
4. Street Standards 4.1. GENERAL Designs for new streets and upgrades to existing streets in Steamboat Springs shall incorporate complete street concepts. Street design addresses safe and efficient movement
More informationTract or Parcel Project Name PCN Checked By Date
Tract or Parcel Project Name PCN Checked By Date City of Escondido Public Works Department Signing & Striping Plan Review Checklist The following checklist is a guideline for new CIP and development construction
More informationProduct Information. Radial gripper PRG 52
Product Informaton PRG More flexble More powerful. Slm. PRG unversal grpper 180 radal grpper wth powerful 1-shft slotted lnk gear and oval pston. Feld of applcaton For areas of applcaton whch, n addton
More informationProduct Information. Long-stroke gripper PFH-mini
Product Informaton PFH-mn PFH-mn Loadable. Flexble. Relable. PFH-klen long-stroke grpper 2-fnger parallel grpper wth large jaw stroke for large parts and / or a broad range of parts Feld of applcaton clean
More informationProvides an extension of a road to the subdivision boundary or parcel to facilitate the continuity of possible adjacent development.
SECTION 2 - ROADWAYS 2-1 Continuity of the Public Road System The continuity of a publicly maintained system is a prerequisite to the addition of any street into the County road system. A road or street
More information2018 GIRLS DISTRICT-SPECIFIC PLAYER DEVELOPMENT GUIDE
2018 GIRLS DISTRICT-SPECIFIC PLAYER DEVELOPMENT GUIDE GENERAL OVERVIEW USA Hockey Grls Player Development Dstrct-Specfc Gude The USA Hockey Grls Player Development Dstrct-Specfc Gude outlnes the 2018 grls
More informationMOBILE COUNTY COMMISSION DESIGN GUIDELINES for Improving. Existing County Maintained Unpaved Local Roads
4 t MOBILE COUNTY COMMISSION DESIGN GUIDELINES for Improving Existing County Maintained Unpaved Local Roads 2012 FORWARD The Mobile County Commission is charged, by law, with authority in relation to the
More informationCDBG HANDICAP RAMPS 4TH TO 5TH STREET, EDDY TO SYCAMORE AND LIONS PARK IMPROVMENTS GRAND ISLAND, NEBRASKA INDEX OF SHEETS DESCRIPTION SHEET NO.
CDBG HANDICAP RAMPS PROJECT NO. 1 4TH TO 5TH STREET, EDDY TO SYCAMORE AND LIONS PARK IMPROVMENTS GRAND ISLAND, NEBRASKA INDEX OF SHEETS DESCRIPTION 1 TITLE SHEET 2 SUMMARY OF QUANTITIES 3-4 DETAS 5-23
More informationSUNRAY DRIVE/PERRINE RANCH ROAD FROM WEST OF DARLINGTON ROAD TO GRAND BOULEVARD AND PERRINE RANCH ROAD AT SEVEN SPRINGS BOULEVARD
SUNRAY DRIVE/PERRINE RANCH ROAD FROM WEST OF DARLINGTON ROAD TO GRAND BOULEVARD AND PERRINE RANCH ROAD AT SEVEN SPRINGS BOULEVARD FINAL ROUTE AND POND STUDY PROJECT NO. C-9570.10 Prepared for: Pasco County
More informationProduct Information. Long-stroke gripper PHL
Product Informaton PHL PHL Flexble. Precse. Powerful. PHL long-stroke grpper 2-fnger parallel grpper wth large jaw stroke for large parts and / or a broad range of parts Feld of applcaton Optmum standard
More informationBroughton Landing Master Plan
Broughton Landing Master Plan Prepared for: Broughton Lumber Company March 2006 MIKE USEN, AICP SE Group 3245 146 TH PLACE SE SUITE 360 BELLEVUE, WA 98007 t 425.653.5690 f 425.653.5694 e MUSEN@SEGRP.COM
More informationCHAPTER 7 STREET DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS
CHAPTER 7 STREET DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS Section Title Page 7.1 General... 7-1 7.1.1 Conforming to Standards and Master Plans... 7-1 7.1.2 Construction Drawings Relating to Chapter
More information(I) C ::J 1... { \~ / ' \ I '.T I 0. "t " -- - r en o. gi (]), r, El1 I 0' / ' / (I) C ::J.0 ...
- :) (/) oo (L o QCJ al u5 (L : wo W LL ow C\J tij.,... : xo.
More informationST. MARY S COUNTY DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION MANUAL OF DESIGN AND CONSTRUCTION STANDARDS TABLE OF CONTENTS
ST. MARY S COUNTY DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION MANUAL OF DESIGN AND CONSTRUCTION STANDARDS TABLE OF CONTENTS STANDARD NUMBER TITLE R/1-R/5..... RURAL PUBLIC ROAD I....RURAL PUBLIC ROAD
More informationCURB RAMP INSPECTION REPORT
11.9% St Ltg Box Pac Bell Elec St Ltg Box CURB RAMP INSPECTION REPORT 149 BLUXOME STREET - SAN FRANCISCO - 5TH STREET & TOWNSEND STREET APPLICANT: ZAYO GROUP DATE: 2/9/17 1 0.3% 1.4% 12.1% 0.3% 0.6% 12.7%
More informationADA Training Accessible Pedestrian Signal (APS) 2018 MnDOT
ADA Training Accessible Pedestrian Signal (APS) 2018 MnDOT APS and ADA APS is not currently an ADA Standard and is provided at the discretion of the Title II entity APS is recognized in the MnMUTCD, but
More information0 CITY OF SANTA ANA 0
: A traffic control plan (Plan) is required whenever work is to be performed within the public right-of-way and is deemed necessary by the City of Santa Ana's (City) Traffic Engineer. Work cannot start
More informationCost Effective Safety Improvements for Two-Lane Rural Roads
Fnal Techncal Report TNW2008-04 Research Project Agreement No. 61-2394 Cost Effectve Safety Improvements for Two-Lane Rural Roads Ynha Wang Assocate Professor Ngan Ha Nguyen Graduate Research Assstant
More informationMAJOR THOROUGHFARE PLAN
MAJOR THOROUGHFARE PLAN Adopted by City Commission On November 21, 2005 Per Resolution No. 4420 Amendment to the Comprehensive Community Development Plan City of Hobbs City of Hobbs MAJOR THOROUGHFARE
More informationIndiana LTAP Road Scholar Core Course #10 Culvert Drainage. Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd.
Indiana LTAP Road Scholar Core Course #10 Culvert Drainage Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd. Objectives Review culvert shapes, end sections, and materials
More informationAPPENDIX L. Design Criteria
APPENDIX L Design Criteria DRAFT PRELIMINARY DESIGN CRITERIA Page 1 of 18 APPROVALS MANAGER, ENGINEERING CITY OF HAMILTON MANAGER, ENGINEERING REGION OF HALTON DATE This Design Criteria for the New East-West
More informationCHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS
CHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS Section Title Page 16.1 General... 16-1 16.1.1 AASHTO Reference... 16-1 16.1.2 ADA Requirements... 16-1 16.2 Sidewalks...
More informationVOLUME TRENDS NOVEMBER 1988 TRAVEL ON ALL ROADS AND STREETS IS FOR NOVEMBER 1988 AS COMPARED UP BY 3.4 PERCENT TO NOVEMBER 1987.
VOLUME U.S. Department of Transportation Federal Highway TRENDS NOVEMBER 1988 TRAVEL ON ALL ROADS AND STREETS S FOR NOVEMBER 1988 AS COMPARED UP BY 3.4 PERCENT TO NOVEMBER 1987. rr ALL DATA FOR THS MONTH
More informationSurvey Style - Borders
Style - Borders 0.25 Point 0.50 Point 1.00 Point 1.50 Point 2.00 Point 2.50 Point 3.00 Point 3.50 Point Double Line Located in: ArcGIS\Bin\Styles\.style Version: ArcGIS 9.0 1 Style - Colors Bedrock 1 Elevation
More informationROADWAY AND PARKING DETAILS TYPICAL STREET SECTIONS PRINCIPAL ARTERIAL NOT TO SCALE
NOTES: O:\Division Information\Engineering\Documents\Engineering and Construction\COMMERCE CITY\CAD files\2016 Updated Files\307-01 thru 307-09 (Roadway & Parking Typical Sections).dwg 6' SIDEWALK MAY
More informationProduct Information. Universal gripper PZN-plus 40
Product Informaton PZN-plus 40 PZN-plus Relable. Robust. Flexble. PZN-plus unversal grpper Unversal 3-Fnger Centrc Grpper wth hgh grppng force and maxmum moments due to mult-tooth gudance Feld of applcaton
More informationTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
More informationTechnical Report Culvert A Hydraulic Analysis
DATE: November 3, 2011 Technical Report Culvert A Hydraulic Analysis TO: FROM: RE: Jim Reiser, P.E. Project Manager Parsons Brinckerhoff, Inc. Kurt Killian, P.E., CFM Parsons Brinckerhoff, Inc. Design
More informationBridge Design Preliminary Bridge Design Example 1 / 6 Spring 2012 updated 1/27/2012
Bridge Design Preliminary Bridge Design Example 1 / 6 Perform a preliminary design for a bridge on a state highway over a large creek in rural Alabama. Produce a construction layout drawing showing profile
More informationAccess Management Standards
Access Management Standards Section 1: Application of Access Standards This chapter describes the Department's access management standards for access connections on the county roadway system. The standards
More informationENGINEERING AND PUBLIC WORKS. Transportation Improvements: Santa s Village Road (MR15) Public Meeting
ENGINEERING AND PUBLIC WORKS Transportation Improvements: Santa s Village Road (MR15) Public Meeting March 22, 2018 Agenda Welcome and Introductions Fred Jahn: Commissioner of Engineering and Public Works
More informationStandard Bourdon tube pressure gauges EN 837-1
Bourdon tube Pressure gauges Standard Bourdon tube pressure gauges EN 837-1 For pneumatc and heatng system applcatons (e. g. pressure reducers, water flters) Desgn as per EN 837-1 Accuracy class 1.6 Corroson-resstant,
More informationTHE EFFECTS OF RAINFALL INTENSITY, PAVEMENT CROSS SLOPE, SURFACE TEXTURE, AND DRAINAGE LENGTH ON PAVEMENT WATER DEPTHS
THE EFFECTS OF RANFALL NTENSTY, PAVEMENT CROSS SLOPE, SURFACE TEXTURE, AND DRANAGE LENGTH ON PAVEMENT WATER DEPTHS " :".., r.. r '('.,.. -.-. - SUMMARY REPORT.... of Research Report Number 138-5 Study
More informationCoastal Engineering Technical Note
Coastal Engneerng Techncal Note CETN V-10 Even-Odd Functon Analyss of Shorelne Poston and Volume Change by Jule Dean RoSllt and Nchollls C. Kraus Purpose: To present the background and methodology for
More informationPublic Information Meeting. Orange Camp Road. Dr. Martin Luther King Jr. Beltway to I-4. Presented by: Volusia County August 2, 2018
Public Information Meeting Orange Camp Road Dr. Martin Luther King Jr. Beltway to I-4 Presented by: Volusia County August 2, 2018 1 Project Goals To improve the operations and safety for Orange Camp Road
More informationITRS 2013 Silicon Platforms + Virtual Platforms = An explosion in SoC design by Gary Smith
ITRS 2013 Slcon Platforms + Vrtual Platforms = An exploson n SoC desgn by Gary Smth 2013 2013 Gary Gary Smth Smth EDA, EDA, Inc. Inc. All All Rghts Rghts Reserved. Reserved. 1 The Fve Desgn Constrants
More informationRoadway Classification Design Standards and Policies. Pueblo, Colorado November, 2004
Roadway Classification Design Standards and Policies Pueblo, Colorado November, 2004 Table of Contents Page Chapter 1. General Provisions 1.1 Jurisdiction 3 1.2 Purpose and Intent 3 1.3 Modification 3
More informationBourdon tube pressure gauges for chemical applications (glycerine filling) EN 837-1
Bourdon tube Pressure gauges Bourdon tube pressure gauges for chemcal applcatons (glycerne fllng) EN 837-1 For chemcal and process engneerng applcatons Measurng system fully welded to housng Extremely
More informationBourdon tube pressure gauges for chemical applications with glycerine filling
Bourdon tube Bourdon tube pressure gauges for chemcal applcatons wth glycerne fllng EN 837- For chemcal and process engneerng applcatons Measurng system fully welded to housng Extremely robust desgn Can
More information2017 GIRLS CENTRAL DISTRICT PLAYER DEVELOPMENT GUIDE
2017 GIRLS CENTRAL DISTRICT PLAYER DEVELOPMENT GUIDE GENERAL OVERVIEW USA Hockey Grls Player Development Dstrct-Specfc Gude The USA Hockey Grls Player Development Dstrct-Specfc Gude outlnes the 2017 grls
More information