DETAIL DESIGN (DET) SH1 MACKAYS TO PEKA PEKA EXPRESSWAY RP 1012/0.00 TO 1023/5.00 M2PP-121-D-GPH-8501 CS1 - CROSS SECTION-WETLAND 6
|
|
|
- Tamsin Jefferson
- 5 years ago
- Views:
Transcription
1 CS1 CROSS SECTIONWETLND 6 SCLE 1:2@1 1:0@3 FCING NORTH SSMP LOCTION MPM2PP121DGPH56 15m m PRIVTE LND FENCE P 1 SSMP 4 SSMP 5 SSM 5m POPLR VE RUMTI RD IHKR ST KPTI RD MZENGR RD OTIHNG RD WIKNE RIVER TE MON RD Wetland Mitigation Planting Riparian Planting Riparian Planting SITE CONTEXT PLNM2PP121DGPH81 WTTP Drain Southern Tributary CONTINUES ELOW WWtP Drain CS1 CS1 15m DUNE FORM TO E RETINED m 1 REPRODUCTION SCLE 0 5m WWTP Drain CS2 CROSS SECTIONTHROUGH EXPRESSWY SCLE 1:0@1 1:0@3 FCING NORTH riparian Planting Riparian Planting Wetland Mitigation Planting CONTINUES OVE WWTP Drain Northern Tributary SSMP LOCTION MPM2PP121DGPH56 SITE CONTEXT PLNM2PP121DGPH82 CS2 CS2 DETIL DESIGN (DET) m 15 m m Existing Ground 3 REPRODUCTION SCLE Otaihanga Kanuka Refer Condition G.41 c) i) 4. FOR CERTIFICTION PRELIMINRY ISSUE MP CW 3m Swale Revision y Chk Chk.V ppd Scale (1) S SHOWN Scale (3) S SHOWN Massed Planting pproved For Northbound Expressway Median Southbound Expressway SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 Massed Planting with Tree Enrichment SSMP 5 & 6 SHEET 7 ROD SECTIONS Otaihanga Northern Wetland C. M2PP121DGPH81 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
2 1:4 PM Friday 7 March 14 Drawing Plotted: CS1 CROSS SECTIONL ELEVTIONOTIHNG RD MTERIL MTERIL SSMP LOCTION MPM2PP121DGPH56 SITE CONTEXT PLNM2PP121DGPH81 FCING WEST SCLE 1:0@3 RIDGE RRIER: PRECST CONCRETE WITH 2 COTS WHITE KIEM COTING & NTI GRFFITI PROTECTION PENDING SMPLE PNEL PPROVL RIDGE UTMENT: PRECST CONCRETE PNEL WITH INLYED OTKI PE MM STONE ND MTT GRFFITI PROTECTION PENDING SMPLE PNEL PPROVL SIGHT LINE CS1 CS1 CS1 15 m MTERIL CS2 m 1 REPRODUCTION SCLE 5 m 0 MSSED PLNTING CS2CROSS SECTIONL ELEVTIONUTMENT FCING NORTH SCLE 1:0@3 MTERIL CW 3.0M MTERIL SFE HIT POST RIDGE SPN OTIHNG LOCL ROD GRSS VERGE CW INTERSECTION WITH EXISTING CCESS TRCK MSSED PLNTING GION WLL SEE SHEET 14 DETIL SHEET CW CONTINUES NORTH DETIL DESIGN (DET) RETINED VLUED TERRESRRIL VEGETTION MTERIL GION WLL SEE SHEET 14 DETIL SHEET 1.0M CW UTMENT WING WLL GRVEL SHOULDER & CONNECTION TO EXISTING CCESS TRCK 3 REPRODUCTION SCLE UTMENT WING WLL Scale (1) S SHOWN FOR CERTIFICTION PRELIMINRY ISSUE Scale (3) Revision y Chk Chk.V ppd S SHOWN pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 8 LONG SECTIONS M2PP121DGPH81 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
3 1:4 PM Friday 7 March 14 VS1VISULISTIONOTIHNG OVERPSSLOOKING EST 1 REPRODUCTION SCLE 0 PROPOSED SITUTION FTER YERS DETIL DESIGN (DET) SSMP LOCTION MPM2PP121DGPH56 SITE CONTEXT PLNM2PP121DGPH81 SSMP 4 SSMP 5 SSMP 9 3 REPRODUCTION SCLE RUMTI RD IHKR ST KPTI RD MZENGR RD OTIHNG RD WIKNE RIVER TE MON RD SMITHFIELD RD FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) NTS Scale (3) NTS pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 9 RIDGE VIEW M2PP121DGPH81 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
4 LEGEND Drawing Plotted: PLN OF NOISE WLL ND GION WLL LOCTIONS N1TL4, FSHPE RRIER N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE. CKFILLED ON OUTSIDE TO 1M OVE CRRIGEWY LEVEL N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE DESIGNTION LINE CW 1 REPRODUCTION SCLE 0 N2 NOISEWLL. REFER TO 86 DETIL SHEET N2 NOISEWLL. REFER TO 86 DETIL SHEET M 2 P P P R O P O S E D L I G N M E N T DESIGNTION LINE NORTH OUND SOUTH OUND DETIL DESIGN (DET) 3 REPRODUCTION SCLE MCKY S CROSSING SSMP 1 POPLR VE RUMTI RD IHKR ST KPTI RD SSMP 4 MZENGR RD SSMP 5 OTIHNG RD WIKNE RIVER TE MON RD SSMP 9 SMITHFIELD RD SSMP SSMP 11 PEK PEK FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) Scale (3) pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET NOISE WLL LOCTIONS M2PP121DGPH81 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
5 1:4 PM Friday 7 March 14 PLN OF NOISE WLL ND GION WLL LOCTIONS N1TL4, FSHPE RRIER N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE. CKFILLED ON OUTSIDE TO 1M OVE CRRIGEWY LEVEL N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE DESIGNTION LINE N1 NOISEWLL. REFER TO 86 DETIL SHEET CW GION WLLS. REFER TO DRWINGS PD1 ND PD2 ON 85 DETL SHEET 1 REPRODUCTION SCLE 0 M 2 P P P R O P O S E D L I G N M E N T N1 NOISEWLL. REFER TO 86 DETIL SHEET PD1 PD2 NORTH OUND SOUTH OUND CW DETIL DESIGN (DET) DESIGNTION LINE OTIHNG RD SSMP LOCTION MP 3 REPRODUCTION SCLE MCKY S CROSSING LEGEND SSMP 1 POPLR VE RUMTI RD IHKR ST KPTI RD SSMP 4 MZENGR RD SSMP 5 OTIHNG RD WIKNE RIVER TE MON RD SSMP 9 SMITHFIELD RD SSMP SSMP 11 PEK PEK FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) 1:25 Scale (3) 1: pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 11 NOISE WLL LOCTIONS M2PP121DGPH82 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
6 PLN OF NOISE WLL ND GION WLL LOCTIONS N1TL4, FSHPE RRIER N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE. CKFILLED ON OUTSIDE TO 1M OVE CRRIGEWY LEVEL N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE N1 NOISEWLL. REFER TO 86 DETIL SHEET DESIGNTION LINE 1 REPRODUCTION SCLE 0 M 2 P P P R O P O S E D L I G N M E N T DESIGNTION LINE CW NORTH OUND SOUTH OUND DETIL DESIGN (DET) 3 REPRODUCTION SCLE MCKY S CROSSING LEGEND SSMP 1 POPLR VE RUMTI RD IHKR ST KPTI RD SSMP 4 SSMP 5 MZENGR RD OTIHNG RD WIKNE RIVER TE MON RD SSMP 9 SMITHFIELD RD SSMP SSMP 11 PEK PEK FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) Scale (3) pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 12 NOISE WLL LOCTIONS M2PP121DGPH83 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
7 PLN OF NOISE WLL ND GION WLL LOCTIONS N1TL4, FSHPE RRIER N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE. CKFILLED ON OUTSIDE TO 1M OVE CRRIGEWY LEVEL N22.0M HIGH, CONCRETE, INCORPORTING FSHPE PROFILE DESIGNTION LINE N1 NOISEWLL. REFER TO 86 DETIL SHEET 1 REPRODUCTION SCLE 0 M 2 P P P R O P O S E D L I G N M E N T NORTH OUND DESIGNTION LINE CW SOUTH OUND WIKNE RIVER DETIL DESIGN (DET) 3 REPRODUCTION SCLE MCKY S CROSSING LEGEND SSMP 1 POPLR VE RUMTI RD IHKR ST KPTI RD SSMP 4 SSMP 5 MZENGR RD OTIHNG RD WIKNE RIVER TE MON RD SSMP 9 SMITHFIELD RD SSMP SSMP 11 PEK PEK FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) 1:25 Scale (3) 1: pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 13 NOISE WLL LOCTIONS M2PP121DGPH84 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
8 PD1TYPICL GION RRIER PD2TYPICL GION RRIER LOCKLE & REMOVLE OLLRD WITH SFETY REFLECTOR CW WELDED MESH GION CGE FILLED WITH 0X1MM OTKI PELE CW LIGHT 5.5M SFE HIT POST PEDESTREN DROP CROSSING WITH TCTILE PVERS ND DIRECTIONL PVERS UTMENT WINGWLL CONCRETE PVING LOCKLE & REMOVLE OLLRD WITH SFETY REFLECTOR CW CS1 UTMENT WINGWLL CW SIGNGE REFER TO SHEET 17 CS2 WELDED MESH GION CGE FILLED WITH 0X1MM OTKI PELE 1 REPRODUCTION SCLE 0 SSMP LOCTION MPM2PP121DGPH56 MCKY S CROSSING LEGEND SSMP 1 SSMP 4 SSMP 5 CS1CROSS SECTION CW GION POPLR VE RUMTI RD IHKR ST KPTI RD MZENGR RD OTIHNG RD WIKNE RIVER TE MON RD SSMP 9 SMITHFIELD RD SSMP SSMP 11 PEK PEK M2PP121DGPH81 M2PP121DGPH81 PD2 PD1 CROSSING LIGHT 7M STREET LIGHT CS2CROSS SECTION CW GION OTIHNG ROD MINTNNCE VEHICLE DROP KER CW SIGNGE REFER TO SHEET 17 MTERILITY SMPLES DETIL DESIGN (DET) 00 00MMX00MMX0MM (75MMX75MM) WELDED MESH GION CGE FILLED WITH 01MM OTKI PELE LOCKLE REMOVLE OLLRD 0MM 00 3 REPRODUCTION SCLE 0 00MM FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) Scale (3) pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 14 GION WLL DETILS M2PP121DGPH85 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
9 Drawing Plotted: ELEVTION 1 NOISE WLL N1(TL4) EXPRESSWY SIDE INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, SECTION NOISE WLL N1 (TL4) SCLE 1:25@3 RESIDENTIL SIDE EXPRESSWY SIDE 10MM ELEVTION 2 NOISE WLL N1 (TL4) RESIDENTIL SIDE TL4 FIR FCED CONCRETE EXPRESSWY RRIER TL4 FIR FCED CONCRETE EXPRESSWY RRIER 1 REPRODUCTION SCLE 0 VISULISTION EXPRESSWY SIDE INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, VISULISTION RESIDENTIL SIDE INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, DETIL DESIGN (DET) MOWN GRSS GRSS GRSS MOWN GRSS CW 3 REPRODUCTION SCLE CW FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) Scale (3) pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 15 NOISE WLL N1 M2PP121DGPH86 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
10 FIR FCED CONCRETE FINISH ND GRFFITI PROTECTION. ELEVTION 1 NOISE WLL N2 & N2 EXPRESSWY SIDE GROUNDLINE EYOND CKFILL FOLLOWS NOISEWLL TOP EDGE WITH 10 VERTICL OFFSET N2 N2 900MM ND OF LINER PTTERN FROM FORM LINER, FIR FCED CONCRETE FINISH INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, EXPOSED GGREGTE PTTERN HIDES JOINTS ETWEEN SECTIONS OF RRIER RESIDENTIL SIDE EXPRESSWY SIDE MTERILITY/FINISHES/EXMPLES 10MM THE PINTED SECTION OF PTTERN IS COORDINTED WITH THE GROUTED COUNTERSUNK OLTS FOR ESE OF MSKING ELEVTION 2 NOISE WLL N2 & N2 RESIDENTIL SIDE TL4 FIR FCED CONCRETE EXPRESSWY RRIER TO FRONT RESIDENTIL SIDE 900 EXPRESSWY SIDE 1 REPRODUCTION SCLE 0 INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, VISULISTIONEXPRESSWY SIDE (N2 ONLY) N2 N2 EXPRESSWY LEVEL SHOWN DSHED EYOND TOP OF EMNKMENT SHOWN DSHED 6.0M TRNSITION VISULISTIONRESIDENTIL SIDE N2 GROUND LEVEL N2 GROUND LEVEL CKFILL FOLLOWS NOISEWLL TOP EDGE WITH 10 VERTICL OFFSET SECTION NOISE WLL N2 & N2 2M DETIL DESIGN (DET) INDICTIVE PLNTINGFOR FULL PLNTING EXTENT REFER TO SHEETS 29,, N2 N2 MOWN GRSS GRSS GRSS N2 N2 MOWN GRSS 3 REPRODUCTION SCLE CW CW FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) Scale (3) pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 16 NOISE WLL N2 & N2 2M M2PP121DGPH87 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
11 INTERSECTION TYPE C LOCL ROD CROSSING OTIHNG ROD Drawing Plotted: 1:4 PM Friday 7 March 14 Proposed M2PP lignment PROPOSED CW LIGNMENT 1 REPRODUCTION SCLE 0 D2 CD m D1 m CD m m GW D2 + ID D1 EXISTING LOCL CCESS TRCK DETIL DESIGN (DET) m Otaihanga Road ID + D1 3 REPRODUCTION SCLE FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd Scale (1) 1:0 Scale (3) 1:00 pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 17 CW SIGNGE PLN M2PP121DGPH8902 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
12 1:4 PM Friday 7 March 14 DOULE SIDED DOULE SIDED ED TYPICL SIGN TYPES: SIGN RRNGEMENT SIGN RRNGEMENT : 1: I DVNCED INFO SIGNS SIGN 223SIGN 223 1: 1: 329 I dvance Information Signs are not an essential requirement for public access tracks or cycle routes, nor are they standardised in terms of their design and layout. These signs may, if desired and appropriate, T STRT OF ROUTE. INCLUDES: be installed at or near the start point of the route to provide detailed SIGN 227SIGN 227MP & INFO SIGN 229SIGN 229 SIGN 234 information, SIGN 234 such as a map and information about the length and 1: 1: LENGTH & DURTION 1: 1: OF RIDE / WLK 1: duration 1: to ride etc. These signs should be clearly visible from the road, allowing cyclists and pedestrians a safe place to stop clear of the roadway or cycleway to read the information SIGNS 239, SIGNS 2, 239, 241, 2, , 242 1: 1: 1 REPRODUCTION SCLE E EGINNING 0 ND ENDING 0SIGNS EGINS EGINS ENDS ENDS SIGNS 243, SIGNS , 245 SIGNS 244, SIGNS , 246 1: D01 DVNCED DIRECTION 1: 1: SIGN ON LOCL ROD PPROCHING CW 1: 0 D The purpose of the dvance Direction Sign is to give cyclists DRFT Kapiti DRFT ONLY prior ONLY warning, to enable them to make decisions and, if necessary, NOT FOR NOT Cycle CONSTRUCTION FOR CONSTRUCTION place themselves in the best position to make any change in direction Route required before they reach the intersection. These signs should be FOR INFORMTION used in any situation where the cyclist could easily miss making a NOT FOR NOT CONSTRUCTION FOR CONSTRUCTION required turn at an approaching intersection. H1 MCKYS SH1 MCKYS TO PEK TO PEK PEK WIKNE WIKNE RIVER CROSSING RIVER CROSSING To occur m in advance of an intersection and should only include EXPRESSWY EXPRESSWY CW SIGNGE CW SIGNGE LYOUT LYOUT Kapiti M2PP47PDSKT0001 Kapiti Information about the destination, not the distance. RP 12/0.00 RP 12/0.00 TO 23/5.00 TO 23/5.00 SKETCH SKETCH Cycle Cycle Route Route DO NOT SCLE DO NOT SCLE 0 E egins/ends Signs are used to indicate the start and/or end point of a cycle route. They will include route specific information. Route egins Signs should be installed on the left hand side of the CW immediately beyond or adjacent to any advance information sign or at a logical starting point for the cycle route. IF IN DOUT SK. M2PP47PDSKT0001.DWG IF IN DOUT SK. M2PP47PDSKT0001.DWG ID INTERSECTION DIRECTION CD CONFIRMTION DIRECTION ID The Intersection Direction Sign is located at or as near as possible to the actual intersection. Should include both Information about the destination and the distance. Multiple sighs and destinations to be on one post CD The Confirmation Direction Sign is used to confirm the direction/ destination of travel after an intersection it is intended to provide assurance to cyclists. The CD sign features a straight ahead arrow and should include both Information about the destination and the distance. s a general rule of thumb, these signs should be installed; between m beyond an intersection where an dvance Direction Sign has been used and should generally be visible from that intersection; Cyclists should see a CD sign at least every 15 minutes of typical cyclist travel, or every 5 km. DETIL DESIGN (DET) D DVNCED DIRECTION ON CW D The purpose of the dvance Direction Sign is to give cyclists prior warning, to enable them to make decisions and, if necessary, place themselves in the best position to make any change in direction required before they reach the intersection. These signs should be used in any situation where the cyclist could easily miss making a required turn at an approaching intersection. LOCL ROD INTERSECTION SIGNS LR + GW Local road (LR) and Giveway (GW) signs should to be used where the CW crosses a local road. These are to be located at or as near as possible to the actual intersection. Where possible the LR should be kept to one per intersection and be able to be read by people on either side of the intersection. oth the LR and GW should share the same post and or be incorporateted onto an existing post. 3 REPRODUCTION SCLE To occur m in advance of an intersection and should only include Information about the destination, not the distance. NTS FOR CERTIFICTION PRELIMINRY ISSUE Revision y Chk Chk.V ppd NTS Scale (1) Scale (3) pproved For SH1 MCKYS TO PEK PEK EXPRESSWY RP 12/0.00 TO 23/5.00 SSMP 5 & 6 SHEET 18 CW SIGN TYPE SUMMRY M2PP121DGPH8901 Document created for NZT by M2PP lliance, Level 2, 1721 Whitmore St, WELLINGTON DO NOT SCLE IF IN DOUT SK.
S.R. 32 AT GRADE CROSSING
DESIGNTION CONTRCT THE CITY OF NOBLESVILLE RILROD PLNS S.R. 3 T GRDE CROSSING The Noblesville 8th Street railroad crossing replacement from south of S.R. 3 to Logan Street will GROSS LENGTH:- 0.03 mi.
Sample Plan RETAINING WALL DETAILS NARRATIVE. Sample Plan RETAINING WALL DETAILS CHECKLIST
Sample Plan RETINING WLL DETILS --------- NRRTIVE REVISION DTE 05// References: Design Scene: Chapter - Walls Miscellaneous: Metro District's Electronic Details Library Standards Office's Electronic Details
M2PP-23R-D-DWG
07 Aug 14 05:01 p.m. B FAULKNER 24.04.14 V BILLETT 24.04.14 N P BRADSHAW 2 REVISED BASED ON GEOTECHNICAL INPUT MP MP BF DS 07.08.14 B EVANS 05.05.14 1 FOR CONSTRUCTION MP GFB DH DC 07.05.14 G F-B 05.05.14
SOUTH HAVEN FISHING PLATFORM AND BANK STABILIZATION DNR #
INDEX OF SHEETS DESCRIPTION SOUTH HVEN FISHING PLTFORM ND NK STILIZTION DNR # -07 CITY OF SOUTH HVEN OFFICILS PROJECT RE NOTES: MDOT STNDRD PLN SERIES LOCL UTILITIES GS: SEWER & WTER: ELECTRIC: CLE: TELEPHONE:
B R A D F O R D V E T E R A N S V I L L A G E
R D F O R D V E T E R N S V I L L G E R E D W O O D C I T Y, C L I F O R N I PROJECT TEM PROJECT INFORMTION DRWING INDEX DEVELOPER RIDGE HOUSING 600 CLIFORNI ST. SUITE 900 SN FRNCISCO, C 94108 P: 415.989.1111
RemoteTeller SYSTEM - RTS VAT 21 GX CUSTOMER UNIT COMPONENTS CUSTOM DESIGNED CUSTOMER AREA
SEND SEND CLL CLL L " LCD COLOR MONITOR 4-29- COLOR CCD CMER 4-29- 486G VT 2 GX CUSTOMER UNIT CLL -8-999-6 LISTINGS ND PPROVLS CLSSIFIED TO UL 4R SFETY OF INFORMTION TECHNOLOGY EQUIPMENT UL TESTED TO THE
, SITE LOCATION MAP SITE LIMITS OF DISTURBANCE PROPERTY BOUNDARY
39.28279, -80.73322 P:\2013\130-359\-GIS\maps\EC_2017\130359_FIG_Site_Loc_Topo.mxd 8/10/2017 3:21 PM (jfarrell) LEGEND DRWN BY: SITE LIMITS OF DISTURBNCE PROPERTY BOUNDRY REFERENCE USGS TOPOGRPHIC MP/
DESIGN DRAWING INDEX PROJECT INFO. WEATHERBY / PIPER MCKEE GROUP x 136
F U L L S E R V I C E I N T E R I O R D E S IG N DRWING INDEX 1- FIRST FLOOR FURNITURE PLN 2- SECOND FLOOR FURNITURE PLN E-1- FIRST FLOOR ELECTRICL PLN E-2- SECOND FLOOR ELECTRICL PLN E-3- LIGHTING SCHEDULE
A000 GENERAL INFORMATION C000 CIVIL
SHEET NUMER DRWING TITLE SHEET NUMER DRWING TITLE 000 GENERL INORMTION 000 COVER C000 CIVIL C00 Site Plan 000 GENERL INORMTION 00 GENERL NOTES ND SYMOLS 00 RCHITECTURL SITE PLN 0 CODE SUMMRY & EGRESS PLN
PIER 35 ½ N Penn Street, Philadelphia, Pa SHOVEL READY PROJECTS
PIER 35 ½ 709-17 N Penn Street, Philadelphia, Pa SHOVEL REDY PROJECTS 2 S ho v e l R e a d y P r oje ct s C e c i l Ba ker + Pa r tne rs PERSPECTIVES O c t o b e r 2 0 17 Pi er 3 5 ½ P hi l a d e l p h
Crime Scene Documentation. Crime Scene Documentation. Taking the C.S. What should my notes include. Note Taking 9/26/2013
Crime Scene Documenttion Crime Scene Documenttion Most importnt step in C.S. processing Purpose: permnently record the condition of C.S. & physicl evidence Time consuming Documenter must be orgnized nd
* TURNING SPACE ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * TURNING SPACE ** RAMP
* MXIMUM TURNING SPCE IS 2.0% IN ECH DIRECTION OF TRVEL. MINIMUM DIMENSIONS 5' x 5'. SEE NOTES. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). SEE NOTES. "NON-WLKING" RE * TURNING SPCE 24"
PROJECT DIRECTORY BROOKFIELD PROPERTIES 350 N. ORLEANS ST, SUITE 300 CHICAGO, IL TEL: (312) CONTACT: MICHAEL WILL
PROJECT DIRECTORY REVISION HISTORY DRWING INDE LNDLORD DESIGNER T. TITLE SHEET / CODE DT / RESPONSIBILITIES KY J E W E L E R S RESPONSIBILITY IF ITEM IS TO BE PURCHSED FROM T.C.H., CONTCT: ROLFE MCFEE
120.28' PLANTER AC PAVING ' COMMERCIAL BUILDING 4,100 SF / R-1 SPD 3333 I STREET APN: LANDSCAPE ' 4' WIDE CITY SIDEWALK
120.28' C PVING EXISTING SITE PLN 130.53' 130.26' PN: 007-0061-027 130.35' COMMERCIL UILDING 4,100 SF / R-1 SPD 3333 I STREET PN: 007-0061-026 2-STORY PRTMENT UILDING 1-STORY RESIDENCE LNDSCPE LNDSCPE
Johnson Fine Arts Center
Johnson Fine rts Center OSE project no. R0 X aldridge & Nelson rchitects and Engineers 08 W. Lotta St., Suite Sioux Falls, SD 70 6077 Fax 608 Northern State University berdeen, SD Johnson Fine rts Center
PLEASANT VALLEY ROAD REHABILITATION 37 AVENUE TO 41 AVENUE FOR CONSTRUCTION ENG
LYOUT: C000 IMGES: R-9.jpg PLOTTED: 205-03-0-2:52 PM FILE: z:\meacl projects\682. - pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-pln-c00.dwg 37 VENUE TO 4 VENUE FOR CONSTRUCTION GENERL
BUILDING OVERHANG (6'-0") STREET TREES IN 5X5 PLANTER BEDS ALONG E GRAND PLANTER BEDS
UILDING OVERHNG (6'-0") STREET TREES IN 5X5 PLNTER EDS LONG E GRND PLNTER EDS URN POCKET PRK W/CRUSHED GRNITE GROUND COVERING ND OVERSTORY TREES ELECTRICL TRNSFORMER LOCTION WITH PLNTED SCREENING PRKING
ET 51 EXTERIOR ROOF DRIP SIDE FINISH MOULDING INSTALLATION
EXTERIOR ROOF DRIP SIDE FINISH MOULDING 51 INSTALLATION The procedure descried elow is for the LH side. Use the sme procedure for oth the RH nd LH sides, unless otherwise specified. 1. INSTALL ROOF SIDE
STANDARD CONSTRUCTION DETAILS PAVING REVISED -MAY 2017 DEPARTMENT OF ENGINEERING
STNDRD CONSTRUCTION DETILS REVISED -MY 2017 TBLE OF CONTENTS GENERL NOTES REINFORCED CONCRETE PVEMENT PRBOLIC PVEMENT CROWN M4D PVEMENT M4D, M6D PVEMENT CURB ND GUTTER SPHLT CROSS SECTION GENERL NOTES
CONSTRUCTION PLANS COLLIER BOULEVARD & GOLDEN GATE CANAL 36" WATER MAIN DIRECTIONAL DRILL
CHIPLEY CONSTRUCTION PLNS COLLIER BOULEVRD & GOLDEN GTE CNL PENSCOL PNM CITY TLLHSSEE JCKSONVILLE LKE CITY ST UGUSTINE GINESVILLE DYTON BECH OCL DELND JOHNSON STREET P.O. BOX FORT MYERS, FLORID - PHONE:
LIST OF ARCHITECTURE PLANS
cm inch CREE NTION GOVERNMENT - DYCRE RENOVTIONS MISTISSINI F Costumer -- -- -- imprimé le : -- ::, format:, V:\. Projets\ ( à ce jour)\- CNG; Daycare Renovation F- Mistissini\ (Dossier final)\e- Dessins\Émis
UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2017 REVISIONS
UNIFORM STNDRD DRWINGS CLRK COUNTY RE, NEVD YER 2017 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 206.S1 Local Residential Urban rea Street Sections 1/1/2017 Drawing revised to prohibit the
TUR DOORS SHOWER DOORS
TUR DOORS SHOWER DOORS INSTALLATION INSTRUCTIONS TUB DOORS: LBTDB6062 SHOWER DOORS: LBSDB4876 LBSDB6076 VERSION: 3.2 PREPARATION FOR INSTALLATION TUB DOORS SHOWER DOORS PREPARATION FOR INSTALLATION READ
DETAIL A SCALE 1 : 85
ISIONS ZONE LTR. ESRIPTION TE PP - INITIL RELESE PER N NORTH.0 0 EST ISOLTE P (0" X.") 0 9 0 X FOOKE # 0 ENTER ISOLTE P (" X 9") WEST ISOLTE P (0" X.") FOOKE # 0. RWING ONTENTS SHEET : OVERLL LYOUT SHEET
ARK CHEVRON INSTALLATION GUIDE
ARK CHEVRON INSTALLATION GUIDE THANK YOU FOR YOUR PURCHASE OF DUCHÂTEAU WALL COVERINGS. We recommend you hire n experienced finish crpenter or wood flooring instller to chieve qulity results with ll DuChâteu
INVESTOR LANDSCAPE: SQLA INC 380 N. PALM ST. SUITE B BREA, CA
SYMBOL TV J ELECTRICL LEGEND DESCRIION LRMED KEY PD DT TELEPHONE TELEPHONE & DT CBLE DUPLEX OUTLET OUTLET @ 4" FF RECESSED FLOOR OUTLET SURFCE MOUNTED OUTLET QUDRUPLEX OUTLET LIGHT SWITCH J-BOX SYMBOL
Job Sheet 2. Variable Speed Drive Operation OBJECTIVE PROCEDURE. To install and operate a Variable Speed Drive.
Job Sheet 2 Vrible Speed Drive Opertion OBJECTIVE To instll nd operte Vrible Speed Drive. PROCEDURE Before proceeding with this job, complete the sfety check list in Appendix B. 1. On the Vrible Speed
PANEL FASTENERS. Fairfield Metal 9 Audrey Place, Fairfield, NJ Phone: VAPOR BARRIER (BY FM) NOMINAL SHIM
VPOR RRIER (Y FM) 7 S.D. RETURN FLNGE 4 SHIM NOMINL SHIM (Y FM) FRME EXTRUSION COMPOSITE PNEL CM REVEL PNEL FSTENERS #0 X 2" HWH SD #3 9 udrey Place, Fairfield, NJ 07004 Phone: 973-276-440 RFM-VERTICL
From Off-The-Shelf to Market-Ready New Age Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your
From Off-The-Shelf to Market-Ready New ge Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your end-use. visit newageenclosures.com/services or call 855-4N-ENCL
T6-200 THERMAL IMAGING SYSTEM
T6-200 THERML IMGING SYSTEM INSTLLTION GUIDE This document is intended for authorized dealers and installers to review for the purposes of offering greater clarification of the T6-200 Thermal Imaging System
WESTERN POWER DISTRIBUTION
WESTERN POWER DISTRIBUTION Framework Document on cable recording techniques to be read in conjunction with other Western Power Distribution Framework Document Appendices relating to Housing and to Industrial
Particular Specification for Furniture (Total of 11 pages, not including this page)
Particular Specification for Furniture (Total of pages, not including this page) Our ref.: 479-TEN PS (Rev.) PS S T F F W O R K S TT I O N L-SHPE WORKSTTION Legend Side Cabinet with MFC Top Full Height
NOTES 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL. (42" Height shown, 54" Height Similar) TABLE 1 - RAILING MEMBERS ALTERNATIVE BOTTOM &
NOTES C:\d\projects\standards\structures\current\ready4release\20book\00862-of8.dgn 5/2/202 0:0:6 M 0.2 MEMBER s Joint/Splice Sleeves Intermediate & Int. & Connection Sleeve Handrail Joint/Splice Sleeves
LEXUS IS250/IS350 FRONT SPOILER Section I - Installation Preparation. Part Number: Section I - Installation Preparation.
Section I - Instlltion Preprtion Prt Numer: 0854-53830 Section I - Instlltion Preprtion Kit Contents 3 Description Front spoiler Hrdwre g Instruction mnul Additionl Items Required For Instlltion Conflicts
VM3616A Test and Calibration Cable Specification VXI Technology Inc. P/N
PROPRIETRY NOTICE THIS OCUMENT N THE TECHNICL T ISCLOSE RE PROPRIETRY TO VXI TECHNOLOGY, INC. N SHLL NOT, WITHOUT EXPRESS WRITTEN PERMISSION OF VXI TECHNOLOGY, INC., BE USE, RELESE, OR ISCLOSE IN WHOLE
BOSTON EVERETT HORIZON WAY BROADWAY ALFORD ST BOW ST BOSTON CITY LINE EVERETT CITY LINE DEXTER ST MYSTIC ST COURTLAND ST LYNDE ST THORNDIKE ST
BOSTON HORIZON WAY ALFORD ST BROADWAY BOSTON CITY LINE CITY LINE MANHOLE #101 (STA 5+00) BOW ST DEXTER ST ST LYNDE ST THORNDIKE ST COURTLAND ST RIVER PROP (TYP) ROBIN ST BETTY ST 50 500 1. BASELINE STATIONING
PENINSULA - TYPE 1 3/8"=1'-0" ADA PENINSULA - TYPE 3 3/8"=1'-0" PENINSULA - TYPE 2 3/8"=1'-0" VANITY TYPES - NOTES 3/8"=1'-0"
" ". 7'- " ". '-0" " " '-0". LR 5" '-" LER. '-0" M PENINSUL - E PENINSUL - E D PENINSUL - E. VNITY WIDTHS VRY. SEE 5/ ND 6/ FOR STNDRD WIDTHS.. STNDRD VNITY INET HS LEGS. ONTRTOR TO SEURE INET ND OUNTERTOP
Texas Department of Transportation Book 2 - Technical Provisions. IH 35E Managed Lanes Project. Attachment 4-4. Section 4(f) Mitigation Master Plan
Texas Department of Transportation Book 2 - Technical Provisions IH 35E Managed Lanes Project Attachment 4-4 Section 4(f) Mitigation Master Plan IH 35E Managed Lanes Project Book 2 - Technical Provisions
HIA AIR CARGO HAMILTON ADDENDUM #3. Addendum No. A03 (Architectural) o Text 1 page o SK-10a o SK-10b o SK-11
HIA AIR CARGO HAMILTON ADDENDUM # (This Addendum consists of six () pages) Cover sheet Schedule time lines for Architectural Precast, Miscellaneous Metals, Insulated Metal Panels, Roofing and Aluminum
WYOMING CLEAN WATER PLANT
CLVIN COLLEGE ENGINEERING TEM I0DOR GRND RPIDS, MI WYOMING CLEN WTER PLNT ODOR CONTROL 0/06/06 Kent County Project Location SHEET INDEX Description ONE-CLL NOTIFICTION SYSTEM CLL EFORE YOU DIG!!! 800-8-77
NOTES. 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL (42" Height shown, 54" Height Similar) TABLE 1 - RAILING MEMBERS
NOTES :\d\projects\standards\structures\current\ready4release\20book\00852-of8.dgn 5/2/202 0:09:4 M D VIEW OF RILING WITH TYPE - PIKET INFILL PNEL (4 Height shown, 54" Height Similar) TLE - RILING MEMERS
EDUCATION GRADE 12 JUNE EXAMINATION 2013 UMLAZI / ILEMBE / UGU ENGINEERING GRAPHICS AND DESIGN PAPER 1 MANUFACTURING ENGINEERING & TECHNOLOGY
ENGINEERING GRPHICS ND DESIGN GRDE 12 JUNE 201 INSTRUCTIONS ND INFORMTION GRDE 12 EDUCTION UMLZI / ILEMBE / UGU MNUFCTURING ENGINEERING & TECHNOLOGY 1. The question paper consists of THREE questions. 2.
Non-Technical Summary of Environmental Statement
Non-Technical Summary of Environmental Statement Speedway World Cup Introduction This document is the Non-Technical Summary (NTS) of the Environmental Statement (ES) prepared for the proposed Speedway
Multi-Point Astragal Prehanger Installation Instructions
Multi-Point Astrgl Prehnger Instlltion Instructions 8817 West Mrket Street Colfx, NC 27235 800.334.2006 www.endurproducts.com Tools Required: Endur Router Templte (or equivlent) Router with 5/8" dimeter
Harmer Roof Drainage The Modulock Raised Deck Support Ranges
Modulock Rised Deck Supports - Introduction Hrmer Roof Dringe The Modulock Rised Deck Support Rnges Fully engineered, verstile, rised deck product rnges, Modulock Pedestl nd Modulock Uni-Ring, re idel
TECHNICAL DRAWING SPECIFICATIONS
TECHNICL DRWING SPECIFICTIONS GUIDE FOR VCE VISUL COMMUNICTION ND DESIGN STUDENTS The aim of this support material is to define Third-angle Orthogonal Drawing Conventions for use in VCE Visual Communication
OVERHEAD TRUSS REPLACEMENT
RS 058 RS 06 GOLD ST. WICHIT - VLLEY STTE PROJECT YER TOTL STTE OF KNSS DEPRTMENT OF TRNSPORTTION OVERHED TRUSS REPLCEMENT KNSS 5-87 K-95-0 09 5 See sheet for the Index of Sheets KNSS PROJECT SEDGWICK
CSP-CALHAN SITE MODIFICATION REQUEST SMR-2WAY S. VAUGHN WAY, SUITE 550 AURORA, CO SITE VICINITY MAP SCALE: NTS
SITE NME: DDRESS: PROJECT DT 8 HHN ROD CLHN, CO 888 SCOPE OF WORK Emergency Two-Way Radio Installation TO BE PERFORMED BY VERIZON WIRELESS preferred Contractor (VZW) STMP JURISDICTION: EL PSO OUTDOOR WORK
ASSEMBLY INSTRUCTIONS
ASSEMBLY INSTRUCTIONS Multi Line 6 x8 255x193x203cm / 100 1 /2 x76 x80 Poly-Tex, Inc. PO Box 458 27725 Dnville Avenue Cstle Rock, MN 55010 We Site: www.poly-tex.com English - 69717 Hoy Greenhouse Service
The Shoppes at Forney Crossings
F M 548 U.S. HWY 80 U.S. HWY 80 F M 688 F M 548 COOL SPRINGS F M 1641 F M 548 TROPHY BUGLE CALL PHESANT WHITE PORCH SPINAKER The Shoppes at Forney Crossings 18' 14'-8" 18' 15'-8 1 2 " 14' 7' 23'-0" 21'-0"
The Cottage Beach Design
GENERL NOTES ND SPECIFICTIONS The Design THE GENERL CONTRCTOR SHLL FULLY COMPLY WITH LL STTE ND LOCL CODE REQUIREMENTS. THE CONTRCTOR SHLL SSUME FULL RESPONSIILITY FOR NY WORK KNOWINGLY PERFORMED CONTRRY
Floor Area Ratio. Note: Handicap parking is provided in accordance with ADA standards. SITE DATA FIRE LANE STRIPING FIRE HYDRANT PARKING COUNT
FULL PTH: K:\Jobs\vic700_forney\Drawings\0_ENGR\0. - Production_vs @ ForneyK:\Jobs\vic700_forney\Drawings\0_ENGR\0. - Production_vs @ Forney\SP.0 SITE PLN FILENME: SP.0 SITE PLN.dwg PLOTTED Y: Shawn aldo
Geometric quantities for polar curves
Roerto s Notes on Integrl Clculus Chpter 5: Bsic pplictions of integrtion Section 10 Geometric quntities for polr curves Wht you need to know lredy: How to use integrls to compute res nd lengths of regions
Translate and Classify Conic Sections
TEKS 9.6 A.5.A, A.5.B, A.5.D, A.5.E Trnslte nd Clssif Conic Sections Before You grphed nd wrote equtions of conic sections. Now You will trnslte conic sections. Wh? So ou cn model motion, s in E. 49. Ke
EARL GREY SCHOOL GYM CONSTRUCTION: 845 HILLCREST AVENUE SW, CALGARY, ALBERTA CONSULTANTS: ARCHITECTURAL: STRUCTURAL: MECHANICAL: ELECTRICAL:
ONSTRUTION: 845 HILLREST VENUE SW, LGRY, LERT ONSULTNTS: RHITETURL: STRUTURL: MEHNIL: ELETRIL: #00, 000-9th VE. S.W. LGRY, LERT. PHONE: (403) 6-85 F: (403) 37-639 RESS RWING INE RWING REFERENE RHITETURL
VARNA TINY TIMBERS DRYDEN ROAD - N.Y.S. ROUTE 366 PRELIMINARY NOT FOR CONSTRUCTION NICK BELLASARIO & BUZZ DOLPH L100 JR. R/W TOWN OF DRYDEN, NY
THO RESURVEYE 1 / JR. (.59') OUN 7 (11.00') 7 PIPE FOUN 75 79 78 SILT FENE 78 77 79 77 80 76 86 85 81 N 6 18'05" 7.' (01.75' P TO P) 8 8 8 98 98 T OLT ELEV. 87 99 R ITH OF Y 116 & PHILLIPS GRVEL RIVE 89
TENDER ISSUE GH GUARD HUT PLAN SCALE 1:25. Guard Hut RL = Driveway NOTES KEY FOR WALL REFERENCE KEY FOR FLOOR FINISHES
800 00 NOTES. Confirm all dimensions on site prior to construction. Whole of exterior and interior of new building to be painted as per rchitects. ll floor tiles to be laid as per rchitects Planter Sliding
Exit 61 I-90 Interchange Modification Justification Study
Exit 61 I-90 Interchange Modification Justification Study Introduction Exit 61 is a diamond interchange providing the connection between Elk Vale Road and I-90. Figure 1 shows the location of Exit 61.
SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT
SUMMIT COUNTY PLANNING AND ENGINEERING DEPARTMENT SINGLE-FAMILY SITE PLAN INFORMATION PACKET GENERAL INFORMATION This information packet explains how your application for a single-family site plan will
Sign Combo Permit Application For a Development and Building Permit for Permanent Signs APPLICANT DETAILS
DEVELOPMENT SERVICES (Edmonton Tower) 2nd floor, 10111-104 Avenue NW Edmonton, AB T5J 0J4 Phone: 311, outside Edmonton: 780-442-5311 Email: permanentsigns@edmonton.ca Sign Combo Permit Application For
WINDY HILL PROPERTY VENTURES
East rd venue 90 PROJECT DT. PROJECT TEM : // PRINTED Y: wattav PGESET: PDF TCH PLOT PEN SETTING: RCTEC.ctb PTH: P:\0 JOS\9 EST RD VE SN MTEO\0-PLNNING PP\0-0 TH P RESUMITTL\9-P-0000.DWG LLOWLE HEIGHT
B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST
B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary
CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS DECEMBER 2014 LIST OF DRAWINGS EASTHAM TOWN ADMINISTRATOR
LIST OF DRAWINGS DISTRICT G TANK SITE LOCATION I G-1 GENERAL NOTES AND LEGEND SHEILA VANDERHOEF C-1 EXISTING CONDITIONS PLAN BOARD OF SELECTMEN C-2 PROPOSED WATER STORAGE TANK SITE PLAN CD - 2 CONSTRUCTION
Site Plan Review Application. Interest in the Property (e.g. fee simple, land option, etc.)
1. Identification CITY OF FENTON 301 South Leroy Street Fenton, Michigan 48430-2196 (810) 629-2261 FAX (810) 629-2004 Site Plan Review Application Project Name Applicant Name Address City/State/Zip Phone
STANDARDIZED MILITARY DRAWING REVISIONS LTR DESCRIPTION DATE (YR-MO-DA) APPROVED M. A. Frye
REVISIONS LTR DESCRIPTION DTE (YR-MO-D) PPROVED dd case outline 3. dd vendor CGE ES66. Made changes to tables I and II, and figures and 2. 9-9-7 M.. Frye REV REV REV STTUS OF S REV 2 3 4 5 6 7 8 9 2 PMIC
THE CHANDLERY. image area: a PISANI + ASSOCIATES ARCHITECTS. 270 Dorchester Avenue South Boston, Massachusetts
image area: a 15.75 x 8.4 est est or rectangar ar ma sg res g 270 Dorchester ve., OSTON 02.27.2017 PISNI + SSOCITES RCHITECTS THE CHNDLERY 270 Dorchester venue South oston, assachusetts PISNI + SSOCITES
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2015
5-0800 Sheet of KNSS DEPRTMENT OF TRNSPORTTION SPECIL PROVISION TO THE STNDRD SPECIFICTIONS, EDITION 05 dd the following to SECTION 805: ZONE TRFFIC CONTROL ND SFETY Traffic Control Type: Flagger or Pilot
Ultimate Flip Lever Astragal Prehanger Installation Instructions
Ultimte Flip Lever Astrgl Prehnger Instlltion Instructions Tools Required: Flthed Screwdriver Shers Phillips Screwdriver Tpe Mesure Kit Includes: Full Astrgl Full Length Trim Strip Screw Pck Field Pck
ADDENDUM NO. 3. Date: May 12, 2017 for. Monument Sign Replacement Project Irvine Valley College - BID No. 337
ENUM NO. ate: May, 07 for Monument ign Replacement Project Irvine Valley College - I No. 7 outh Orange County Community College istrict General-ll project documents including contract documents, drawings,
REQUEST FOR PROPOSALS ADDENDUM
REQUEST FOR PROPOSLS DDENDUM Request for Proposals Title: Nelson Property Suite 0-0-0 Tenant Improvements: N. Denver venue Solicitation Number: -0 ddendum Number: 0 Issue Date of this ddendum: March, 0
SUPPLEMENTARY INFORMATION
In the formt provided y the uthors nd unedited. SUPPLEMENTARY INFORMATION ARMOUR (7) :: SUPPLEMENTARY INFORMATION Energy udget constrints on climte sensitivity in light of inconstnt climte feedcks DOI:.3/NCLIMATE37
Rail System Wireless Interconnect Between Traffic Signal and Train Control Cabinets
Rail System Wireless Interconnect Between Traffic Signal and Train Control Cabinets By: Marty Amundson, PE, TE, PTOE Eugene Bachtinov, P.E. Jonathan Hofert, PE, TE, PTOE Metro Provides Excellence in Service
4. Current Standard Plans including Transmittal Letters are available on the web at:
MINNESOT DEPRTMENT OF TRNSPORTTION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRNSMITTL LETTER NO. (6-06) MNUL: Standard Plans
CHAPTER 14: TRAFFIC SIGNAL STANDARDS Introduction and Goals Administration Standards Standard Attachments 14.
14.00 Introduction and Goals 14.01 Administration 14.02 Standards 14.03 Standard Attachments 14.1 14.00 INTRODUCTION AND GOALS The purpose of this chapter is to outline the City s review process for traffic
Magnetic monopole field exposed by electrons
Mgnetic monopole field exposed y electrons A. Béché, R. Vn Boxem, G. Vn Tendeloo, nd J. Vereeck EMAT, University of Antwerp, Groenenorgerln 171, 22 Antwerp, Belgium Opticl xis Opticl xis Needle Smple Needle
Remove (E) carpet, underlying flooring material, and all remaining glue residues. E Consultant 29'-2" VIF
FUD N FRNO PUL HOOL () eiling tiles () () FLT DGN & ONTRUTON Vn Ness venue n Frncisco, liforni 90 Tel () -979 Fx () -9 '-" VF Remove () ceiling mounted screen '-" VF Ptch nd repir ceiling tile '-" VF Remove
Physocapus opulifolus. 'Diabolo' STRAIGHTEN THE FENCE ON ~40'-0" (SEE PICTURE BELOW) X X X X X X X X X X SHED
GENERL NOTES : TBLE OF PLNTS LTIN NE QTE DIENSION CL Sorbaria sorbifolia sem. cm 7 mm Physocapus opulifolus 'Diabolo' OU GLLONS mm ' - " STRIGHTEN THE FENCE ON ~'-" (SEE PICTURE BELOW) REPLCE THE EISTING
Water Street Apartments
9//5, :8 PM: /Volumes/H/DESIGN/LIENTS/_TIVE PROJETS/MFM--Multifamily-IslandHousingTrust-MV/H--MFM-05-RHID/MFM- -050909.pln 9//5 Water Street partments PROJET INFORMTION lient: Designer: uilder/ontractor:
Guide Sign Policy for Secondary State Highways Edition
Massachusetts Highway Department, Ten Park Plaza, Boston, MA 02116-3973 ` Guide Sign Policy for Secondary State Highways 2005 Edition Revised September 2005 1. PURPOSE The Massachusetts Highway Department
APPLICATION SPECIFICATION
PPLICTION SPECIFICTION WIFI TRIPLE BND (900MHZ/2.4GHZ/5GHZ) SMT NTENN 1.0 SCOPE This specification describes the antenna application and recommended PCB layout for the Molex ntenna. The information in
Surveying & Measurement. Detail Survey Topographic Surveying
Surveying & Measurement Detail Survey Topographic Surveying Introduction Mapping surveys are made to determine the relief of the earth s surface and locate critical points on it. to determine the locations
Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3
Notes to Reviewers Section 301 Design Exceptions, Variation, and Technical Memorandums Special directives date and source Key Sheet Section 302 Location Map w/ location of project on map All applicable
Demolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway)
I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement and Rehabilitation Section Number 0303-474HB-R D-91-177-09 Contract 60F63 Cook County, Region One, District One City of Chicago Project
ITEM SPECIAL - NOISE BARRIERS GENERAL
ITEM SPECIL - NOISE RRIERS GENERL. DESCRIPTION: THIS WORK CONSISTS OF PREPRING NY NECESSRY SHOP DRWINGS, ND MNUFCTURING, TESTING, TRNSPORTING, STORING, ND INSTLLING NOISE RRIERS; FURNISHING ND INSTLLING
PURCHASING DEPARTMENT
PURCHSING DEPRTMENT E. GLE VENUE P.O. OX 000 CITY OF INDUSTRY, C -000 () -0 () - Kim Tran Executive Director, usiness Services October, 0 ID NUMER 0-.0 WILLOW CMPUS MULTI-PURPOSE RENOVTION DDENDUM # The
CONTURA Rocker Switches
CONTUR Rocker Switches Dimensional Specifications: in. [mm] CONTUR II STYLE SHOWN WITH SQURE LENS.90[.].9[9.09].0[.].0[.] X.0[.7].079[7.0].0[9.7].90[9.90].90[.] SE W/RRIERS.09[.] SWITCH SHOWN WITH VCH
GENERAL NOTES USE OF DESIGN DATA SHEETS:
GENERL DT: TE FOLLOWING DT IS SSUMED: USE OF DT SEETS: ED REVIEWED INTERNL NGLE OF FRITION OF KFILL SOIL, = 30 TOTL UNIT WEIGT OF KFILL SOIL = 20 PF bf. LULTE TE REQUIRED EIGT "" PER TE "STEM EIGT" NOTE
NORTH STAR 4-PANEL PATIO DOOR ASSEMBLY INSTRUCTIONS
40684 Talbot Line, St. Thomas, Ont., N5P 3T Phone: (519) 637-7899 Toll Free: (800) 65-5701 Fax: (519) 637-3403 Web Site: www.northstarwindows.com NORTH STR 4-PNEL PTIO DOOR SSEMLY INSTRUCTIONS (JN/P-Dr04/4Panssy
Project Sponsor. Van Buren Township Downtown Development Authority Tyler Road Van Buren Township, Michigan 48111
Quirk Park 0 Quirk Road, Van uren Charter Township, MI Park Improvements ISSUE FOR IS: MRCH, 0 Project Number: V0- Construction Storage & ccess Project Sponsor List of rawings CONSTRUCTION CCESS ROUTE
Porter County Plan Commission
Plan Type: Development Plan Administrative DRC PC Primary Plan Administrative DRC PC Secondary Plat/Replat Administrative DRC PC PUD Conceptual Detailed Final Project Information Project Name: Developer
APPENDIX D: DRAWING SUBMISSION STANDARDS
1.0 FIRST SUBMISSION CONCEPTUAL DESIGN Once the Developer has obtained approval for a Development Application where Park or Open Space improvements are required, a detailed Park or Open Space submission
From Off-The-Shelf to Market-Ready New Age Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your
From Off-The-Shelf to Market-Ready New ge Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your end-use. visit newageenclosures.com/services or call 855-4N-ENCL
GENERAL NOTES USE OF DESIGN DATA SHEETS:
GENERL DT: TE FOLLOWING DT IS SSUMED: USE OF DT SEETS: ED INTERNL NGLE OF FRITION OF KFILL SOIL, = 0 TOTL UNIT WEIGT OF KFILL SOIL = 0 PF bf. LULTE TE REQUIRED EIGT "" PER TE "STEM EIGT" NOTE ON TIS SEET.
Operating Standards Attachment to Development Application
Planning & Development Services 2255 W Berry Ave. Littleton, CO 80120 Phone: 303-795-3748 Mon-Fri: 8am-5pm www.littletongov.org Operating Standards Attachment to Development Application 1 SKETCH PLANS
Jointing Rural Intersections
Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-4 Jointing Rural Intersections This section describes how to joint rural intersections by following the guidelines outlined in Iowa
INSTALLATION GUIDE SPACE SAVER PARTITION CURRENT F DOOR. pro-gard.com STRONG RELIABLE SECURE
INSTLLTION GUIDE SPE SVER PRTITION 0 - URRENT F-0 - DOOR STRONG RELILE SEURE pro-gard.com.0.0 THESE OMPONENTS RE REQUIRED TO INSTLL THE PRTITION PRTS LIST REV SHEET UTHOR DTE QTY PRT NUMER X /-0 x / RRIGE
260 SOUTH BROAD STREET. 5,500 11,300 sf corner flagship restaurant for lease
,00,00 sf corner flagship restaurant for lease ,00,00 SF Corner Flagship Restaurant for Lease FIRMOUNT FISHTOWN FRNCISVILLE NORTH PHILDELPHI MNTU NORTHERN LIBERTIES DEMOGRPHICS WEST POWELTON RT MUSEUM
DLA LAND AND MARITIME COLUMBUS, OHIO
REVISIONS LTR DESCRIPTION DTE PPROVED Prepared in accordance with SME Y14.24 Vendor item drawing REV PGE REV PGE REV STTUS OF PGES REV PGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PMIC N/ PREPRED BY RICK
ASSEMBLY GUIDE. Barcelona Pergola. 12 X16 (365CMx487CM) VER /01/19
ASSEMBLY GUIDE Barcelona Pergola 12 X16 (365CMx487CM) VER 1.9 04/01/19 GETTING STARTED First off, allow us to say thank you for the investment you have made in our fine pergola. This pergola is designed
CLEMMONS TOWN CENTER A MIXED-USE DEVELOPMENT IN THE HEART OF CLEMMONS, NC
MIXED-USE DEVELOPMENT IN THE HERT OF, NC The Vision n open-air lifestyle retail center, Clemmons Town Center is a dynamic mixed-use project which will be the hub of activity in Clemmons providing unparalleled