(E) WALL TO Ea Remover, AND 10 GATES TO BE RELOCATED 668' CE) OPERATIONS! I BUILDING I n 1. (El PARKING STALLS TO REMAIN CONVERTER BUILDING 70'

Size: px
Start display at page:

Download "(E) WALL TO Ea Remover, AND 10 GATES TO BE RELOCATED 668' CE) OPERATIONS! I BUILDING I n 1. (El PARKING STALLS TO REMAIN CONVERTER BUILDING 70'"

Transcription

1 668' (E) WALL TO Ea Remover, AND 0 GATES TO BE RELOCATED RELOCATED VEHCLE AND PEDESTRAN GATE (El ADA PATHWAY CE) OPERATONS! BULDNG n RELOCATE (El TREES TO CREATE GROUPNGS AS SHOWN CE) L CONVERTER BULDNG (El PARKNG STALLS TO REMAN E) STOR. NEW PARKNG STALLS (8' X 8 70' NEW SPARE PARTS BULDNG 4) (N) 0' HGH PRECAST CONC. WALL (El RON PCKET FENCE TO REMAN. 40' 24' ri Cr) WEST 0TH STREET (80' RW) 706' RELOCATED VEHCLE AND NEW PEDESTRAN GATE Site Plan 0 30 e " = 30' LCAARCHTECTS PESTLMELNOVECNV/ 3MV.9 PROJECT STE 60 STE AREA: 244,06 SF (5.60 AC) NORTH n,,romo,cm.p.5.60,8, NOTE)., ARP WM. Mr CONFLFAN..40..,0.20.0LE OR X Mr %MOE HE P6..7.0F LUNA.REL-6. COMMS NOM ABM:WNW, SC/inane N.. CONCEPT CORAN,FORRWOCRAT Scermeron...aue...wponcomon MEARLY46Ellf APLTELT NO al, FORNCANC 0 CONCEPTAL liftem7). OR OF WO... 3, ERS. mow Pass Rd Pa*sich, 4 t kir C) Pap. itt Cn, 4, 0 6 '4) sr opittsbur g EXSTNG BULDNG AREA: 28,500 SF NEW BULDNG AREA: 4,700 SF TOTAL BULDNG AREA: 43,200 SF COVERAGE: 7.7% FLOOR AREA RATO: 0.8 LANDSCAPE COVERAGE: 35,000 SF (4%) DATE: April 29,203 REVSONS",... VCNTY MAP -E) AERAL PHOTO e NEW PARKNG REQURED: 29. STALLS WAREHOUSE: 9,900 /000 SF = 9.9 STALLS OFFCE: 4,800 /250 SF = 9.2 STALLS PARKNG PROVDED: 26 STALLS PROJECT NO SHEET Al OF

2 GUTTER (TYR.) FACE OF BULDNG BELOW FT SKYLGHT (TP.) 6-- RDGE RDGE roi L Roof Plan 3/32" =.-0" F-0" 25'-0" 0 ( D ET SKYLGHT (TYP.) Ti MECHANCAL WORKSHOP OFFCE OFFCE MEN'S LOCKER ROOM OFFCE WOMEN'S LOCKER ROOM OFFCE 7 ELECTRONC WORKSHOP TEST CENTER SERVER ROOM 7 TRANNG CENTER LCA ARCHTECTS FLEllirrED ARCTECTAMMSMOS MF WORLATCN.R M. NOV nes Damn. oar WORM. NE MM....RUNK...CLE WT% PER.0alf LeAARD7.7_ MDMNGS 0M FRELOPARY,60FLVC. An cft miczn corru x wow.. Tv. ES.e9,7,...0,0 NEARK7.44. ND CUM FNVCCPM OF 070EPRLL NFOR.. CR OF FFOVAMON.,3),7-08 L M SPARE PARTS BULDNG MULT-USE BULDNG REVSONS: 9,900 SF 4,800 SF Floor Plan 3/32" = DATE' April 29, 203 PROJECT NO NORTH A2 SKEET OF

3 ' f SKYLGHT (TYP.) [METAL ROOF ir RBBED METAL SDNG (TYP.) r OVERHEAD DOOR (TYP.) r METAL GUTTER (TYR.) = - *RDGE FE CLAU COLUMNS 3/32" = -0" HGH BOLLARD (TYP.) North Elevation RDGE 4, 2 East Elevation 3/32" =,-0" West Elevation 3/3D' COLORS TO MATCH EXSTNG BULDNGS Roofs - &A -White Walls - Sandalwood ReedlineiBuilding Comers, Doors - smut Fe Red Windows/Door Trim Santa Fe Red, Tema Brown Metal Awnings - Santa Fe Red LCA AFCHTECT8 REM.=.7..., PRECAST CONC. N FRONT OF BULDNG f HENFORV...LEO AFTWGELENS JAE CONFN7, 6., WV MOT BE RE.ROCULF0 MOLE OR N PART WREN,. EKRESEED YEMEN MM.. Ce.M-076 MLVANGS NOM) AS FMMARY.ENEW.TL N. OR LOWS'S CONTAN CCCEPRC BRLECTTO VERf,24 Mk. DOKE RE.G.R.G.,47.u...7.RAGe OF LONCEPTAL ffm.4 OP. OF NHAMMONSUP MEM OPEN South Elevation 3/32" = DATE: April 29, 203 REVSONS: PROJECT NO A3 SHEET OF

4 : H UGH APN (E) BULDNG STORY (E) BULDNG STORY (E) BULDNG 2 STORY Symbols LT t % x-- N0? 08028"E ' LEZ PROPOSEp EXSTNG ! - - <75.-- t - - <-'TD _4,. -_-, - <ED _AD SEWER SERVCE LNE STORM DRAN LNE SEWER FORCE MAN MANHOLE SEWER CLEAN OUT PROP/DRAN NLET DTCH or FLOWLNE CLiD _m E;. WATER MAN VALVE DOX FRE HYDRANT D. STREET LGHT (E) CONVERTER HALL STORY 4983 O.R. 330 EVA - NS APE % - --Th.- -'scd, r_l _, y J SPARE PARTS SULDNG STORY 5- H F ±- / (EY, DV LH Lii r- w a =. 7-7" _e_fit5,7 Jrf 4.7 ' _,2v ,yo --" Abbreviations AB AGGREGATE SASE AC ASPHALTC CONCRETE APN ASSESSORS PARCEL NUMBER AVRY AR VACUUM RELEASE VALVE DC BEGN CURVE Off BACKFLOW PREVENTER NO BLOW OFF NYC BEGN VERTCAL CURVE CL CENTERLNE CMP CORRUGATES METAL PPE CO CLEAN OUT CONC CONCRETE CF CONCRETE PPE CR CURS RETURN C5 CRUSHED STONE KV DETECTOR CHECK VALVE Pt WAN NLET (E) EXSTNG E ELECTRCAL EC ENO CURVE EL ELEVATON EP EDGE OF PAVEMENT EVC END VERTCAL CURVE FD FLUSHER BRANCH PVC FRE SEPT. CONNECTON FT FNSHES FLOOR FG FNSHED GRADE PH ERE HYDRANT FL FLOWLNE Er FNSHES PAVEMENT E5 FNSHED SURFACE 0 GAS GA GUY ANCHOR GB GRAPE DREA% ST GRATE GV GATE VALVE OW GUY WRE HO HOUSE SERVCE NT% NTERSECTON tnv NVERT JP JONT POLE MAX MAXMUM NH MANHOLE MN MNMUM mj MECHANCAL JONT OC OP PAD REV ft LOG Pr PUT PVC R P,C RT PM RMS SD SCf SF?' SS 56)4 STA T TDm TO TP TO TOW TM (TYP) UG V VD VCP W wm WE WV POLE & ANCHOR RETANNG WALL CONCRETE CURD CURD, GUTTER & SDEWALt TOP OF SLOPE GROUND ELEVATON GROUND CONTOUR FLOW DRECTONAL ARROW ON CENTER OUTER PAMETER FNSHED PAP POST NDCATOR VALVE PROPERTY LNE PONT OF CONNECTON POWER POLE PUBLC UTLTES EASEMENT POLYVNYL CHLORSE RAPDS REVERSE CURVE RGHT RGHT OF WAY RECYCLES WATER SERVCE STORM PRAN STANPARD DRAWNG STANPARP PLAN SANTARY SEWER SANTARY SEWER MANHOLE STATON TELEPHONE TEMPORARY DENCH MARK TOP OF CURD/CONCRETE TOP OF PESESTAL TOP OF SLAB TOP OF WALL TOP OF WALK TYPCAL UNDER GROUND VAULT VALVE DOX VTRFED CLAY PPE WATER WATER METER WATER SERVCE WATER VALVE <,44.(< DOE. 20 C ) S4093 KA _A N APE 03 5 r % MC+. U SG. NUMEEF N/A Nf ,EC,E 0 ED. n,57 DEMCO LAND C0MPA7 APE r (El BULDNG STORY NO0.8(28"E_ ' (E) BULDNG STORY Cl

5 WHUGH APN! (E) BLLMG STORY (E) BULDNG 2 STORY RELOCATED METAL-DATE 3 inch = 20 ft. Fg7 4M CARLTON En g ineerin g nt p.,9 '9', 92 A:5' 96 77:7 NO 05'25"E 66E5.69 fe) FDC (E) ELECVAULT SET TO GRADE WTH TRAFFC RATED LT Symbols. Btlg Pt.., 5,,.! \ 69078_C2 j (E) CONVERTER HALL N0 0823E 65725' 4963 O.R. 860 EVANS APN c--, f ) - o 00 (. Cj KA LAN APND r --) ). 5PARE PART5 L, BULDNG j. c,0 0828E ' x i -.i..2 L_LTPrA - L L. -i, L TFLUCT DOG, ( EVOLA r APN OH : i Sr -\\ t4: - J il r + /! l'7: ii j l RELOCATE SANTARY SEWER MULT-U5E BLDG RELOCATE 7 (Ei WATER SPARE PARTS BLDG (P) SUBORAN (P) OUTLET STRUCTURE BORETENTON FACLTY - r, a o. EXSTNG < CS' S.07) - - <Fill Cg_LF_Lj r.. -._-8,-, ( D -- - Oa. 0-4_ " Cr 8 ri. -,0)- - _e _ Abbreviations AR AGGREGATE EASE AC ASPHALTC CONCRETE Arm ASSESSORS PARCEL NUMBER AYKV AR VACUUM / RELEASE VALVE BC BEGN CURVE BF? BACKFLOW PREVEHTER NO BYO BEGN VERTCAL CURVE CL CENTERLNE CM? CORRUGATED METAL em CD CLEAN OUT COM CONCRETE CF CONCRETE PPE CR CURB RETURN C5 CRUSHED STONE PC? DETECTOR CHECK VALVE D DRAN NLET (E) EXSTNG E ELECTRCAL EC ENO CURVE EL ELEVATON EP EDGE OF PAVEMENT EVC ENP VERTCAL CURVE FD FLUSHER BRANCH FX FRE SEPT. CONNECTON FF FNSHED FLOOR PG FNSHED GRAPE FH FRE HYDRANT FL FLOWLNE FP FNSHED PAVEMENT FS FNSHED SURFACE 0 GAS GA GUY ANCHOR GB GRADE BREAK GT GRATE GV GATE VALVE SW GUY WRE HS HOUSE SERVCE. NX NTERSECTON MY NVERT JP JONT POLE MAX maxmum Mil MANHOLE Kt.! mrmum 4. MECHANCAL JONT DC OP FAD Pri, PE FOC PP FUR PVC R EC RT RW RW5 SD SP? SFr 55 85MH STA T BM TC Tr 5 TOW TA (TYP) UG v VD VC? WM W5 WE SEWER SERVCE LNE STORM DRAN LNE SEWER FORCE WN MANHOLE SEWER CLEAN OUT DROP/DRAN NLET DTCH or FLOWLNE WATER MAN VALVE DOE FRE HYDRANT AR RELEASE VALVE STREET LGHT ON CENTER OUTER DAMETER FNSHED PAD FOOT NDCATOR VALVE PROPERTY LNE PONT OF CONNECTON POWER POLE PUBLC UTLTES EASEMENT POLYVNYL CHLORDE RADUS REVERSE CURVE RGHT RGHT OF WAY RECYCLED WATER SERVCE STORM DRAN STANDARD DRAWNG STANDARD PLAN SANTARY SEWER SANTARY SEWER MANHOLE STATON TELEPHONE TEMPORARY BENCH MARK TOP OF CURB/CONCRETE TOP OF PEDESTAL TOP OF SLAB TOP Of WALL TOP OF WALK TYPCAL UNDER GROUND VAULT YAM BOX VTRFED CLAY PPE WATER WATER METER WATER SERVCE WATER VALVE Z <.(4., - = = (E) ELECVAULT SET TO GRAPE WTH TRAFFC RATED LD RELOCATED METAL GATE \ 0VS'28"E ' DEMCO LAND COMPANY APN 06S (E) BULDNG STORY (E) BULDNG STORY = 76;2079 C-.3 lir dr Dr. S-Fr! C2

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION REVISION IDENTIFIER DETAIL LABEL CALLOUT LABEL 1 SHEET ABANDONED ASBESTOS CEMENT BALK OF WALK BEGINNING OF CURVE BENCH MARK BUILDING CAPACITY CAST IRON CATCH BASIN CATCH BASIN MANHOLE CENTER LINE CERTIFICATE

More information

ULIAN KISSIOV 476 PRESIDENTIAL LANE MADISON, WISCONSIN PHONE: NORTH

ULIAN KISSIOV 476 PRESIDENTIAL LANE MADISON, WISCONSIN PHONE: NORTH 3601 CROSS HILL DRIVE, MADISON, WI 2906 MARKETPLACE DRIVE, STE. A MADISON, WISCONSIN 53719 CONTACT: JON LANCASTER PHONE: 608-450-6181 email: jonelancaster@gmail.com ULIAN KISSIOV 476 PRESIDENTIAL LANE

More information

Halton (Milton) LRO #20

Halton (Milton) LRO #20 Miscellaneous KH Bankruptcy April 7, 1921 Sept 18, 1922 1 1452 BL Bylaws Nov 13, 1855 Sept 23, 1960 1 778 DH Deposits Oct 31, 1894 Sept 30, 1966 1 5088 GR General Register Jan 9, 1866 Sept 1, 1955 1 8276

More information

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards. PLAN REQUIREMENTS The plans for street design shall conform to the requirements of Sections 3 and 4. The following requirements shall also be shown on the plans where applicable. Road and Storm Plans:

More information

STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'CW'= COMANCHE WAY PIPES BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-3 PROJECT NO. 53W1930 COMANCHE WAY STORM SEWER SCHEDULE

More information

TEMECULA, CA SITE PLAN PROJECT SUMMARY UNIT MIX 2 CAR GARAGE (20' X 20") PARKING SUMMARY OPEN SPACE SUMMARY REQUIRED: REQUIRED: PROVIDED: PROVIDED:

TEMECULA, CA SITE PLAN PROJECT SUMMARY UNIT MIX 2 CAR GARAGE (20' X 20) PARKING SUMMARY OPEN SPACE SUMMARY REQUIRED: REQUIRED: PROVIDED: PROVIDED: GATE 9 GATE 9 9 0 0 0 POOL 0 RECREATION 0 PROJECT SUMMARY SITE PLAN NOTES OWNER/DEVELOPER LOT COVERAGE BUILDING AREA 9,0 S.F. = % C/O AMBIENT COMMUNITIES PARKING AREA, S.F. = % ROB HONER PUJOL ROW, S.F.

More information

PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10

PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10 PUBLC MPROVEMENT PROJECT APPROVED CTY OF MADSON v CTY ENGNEERNG DVSON DEPARTMENT OF PUBLC WORKS Madison, Wisconsin PLAN OF PROPOSED NDEX OF SHEETS ii.j (J (/) f 1 TTLE SHEET NO. DlD4 DETALS SHEET NO. PlP5

More information

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard

More information

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST Project Name Checked By Date Designer Check List marks to be

More information

CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST

CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST Tract Number and Subdivision Name: Engineering Firm: Contact Person: Address: City: State: Zip: Phone No. Fax No. Assessor s Parcel Number(s) Tentative

More information

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation

More information

Memorandum. Mayor and Board of Aldermen. Benjamin Requet, Senior Planner. Date: February 21, Request for Water and Sewer Service for Clay Canvas

Memorandum. Mayor and Board of Aldermen. Benjamin Requet, Senior Planner. Date: February 21, Request for Water and Sewer Service for Clay Canvas Memorandum To: From: Mayor and Board of Aldermen Benjamin Requet, Senior Planner February 21, 2017 Re: Request for Water and Sewer Service for Clay Canvas Please consider this request for granting water

More information

Miscellaneous. Demolition

Miscellaneous. Demolition Public Improvements Miscellaneous 1 Mobilization L.S. ** 2 Clearing and Grubbing L.S. *** 3 Structural Concrete Incl. Reinforcing C.Y. $1,325.00 4 6" PVC Sleeves L.F. $26.00 Demolition 5 Remove Asphalt

More information

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012) MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard

More information

CATB CATB MHCB RELOCATE EXISTING CB (TYP) CATB CATB EXISTING MULTI USE PATH 9+900

CATB CATB MHCB RELOCATE EXISTING CB (TYP) CATB CATB EXISTING MULTI USE PATH 9+900 SERVICE DATA POB 9+700.000 MATCH EXISTING CONC INTRBK WV WV VC 6563512 INTRBK GV CONC INTRBK LIMIT OF CONSTRUCTION STATION 9+720 ASPH STM ASPH INTRBK CONC ASPH CONC DERRY MULTIUSE TRAIL 9+800 BMH BMH MH

More information

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16 City of Beaumont Public Works Engineering Project Name: TR: Project No.: Date: Street Improvement Plan Checklist Chk A. All Sheets 1. 24" x 36" 2. Signed by the engineer-of-work 3. Marked with the contact

More information

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.

More information

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION

More information

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details. DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard

More information

Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02

Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02 Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02 1. INTRODUCTION This standard is written to provide the professional surveyor (Surveyor) and the client with a guideline for producing

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD. Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND

More information

What Plans Do I Need for a Building Permit?

What Plans Do I Need for a Building Permit? What Plans Do I Need for a Building Permit? 6 CITY OF PORTLAND, OREGON - BUREAU OF DEVELOPMENT SERVICES 1900 SW 4th Avenue, Por tland, Oregon 97201 503-823-7300 www.portlandoregon.gov/bds This brochure

More information

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends) MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard

More information

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (18-01) MANUAL: Standard

More information

3. DESIGN SPECIFICATIONS

3. DESIGN SPECIFICATIONS Schedule H to Bylaw 7452, Subdivision Bylaw Page 10 3. DESIGN SPECIFICATIONS 3.1 General 3.1.1 The Design Specifications apply to the design of sanitary sewers, storm drains, waterworks, roadways, and

More information

James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector

James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector COUNTY OF SAN LUIS OBISPO AUDITOR - CONTROLLER TREASURER - TAX COLLECTOR James P. Erb, CPA Auditor-Controller Treasurer-Ta Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Ta Collector

More information

Town of Westlake Construction Plans Review Checklist

Town of Westlake Construction Plans Review Checklist CONSTRUCTION PLANS CONTENTS All Drawings 24 x 36 Cover Sheet Final Plat Site Plan Demolition Plan Utility Plan Drainage Area Map and Calculations Paving Plan & Profile Sheets Storm Drain Plan & Profile

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION 4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of

More information

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-03) MANUAL: Standard

More information

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223 PROJECT LOCATION: 95 NOCATEE PARKWAY PONTE VEDRA, FL. 38 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida 32223 NOT TO SCALE 904-262-42 sm sm ON DRAWING WHERE SECTION OR

More information

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual. MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September

More information

CITY OF MUSKEGO DRAFTING STANDARDS

CITY OF MUSKEGO DRAFTING STANDARDS CITY OF MUSKEGO DRAFTING STANDARDS GENERAL - These standards apply to all plans. 1. Plans must be prepared on sheets measuring 36 inch across and 22 inch to 24 inch high unless otherwise specified under

More information

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360) CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 Email: cdd@ci.tumwater.wa.us WATER-SEWER-STREET-STORM (IN CITY) Submittal Checklist TUM - RCVD BY DATE STAMP APPLICANT INFORMATION

More information

Clarifications in italics added July 2018

Clarifications in italics added July 2018 SECTION 10000 RECORD DRAWING CHECKLIST Clarifications in italics added July 2018 All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes,

More information

Crashing into Field to Finish in one (1) hour. Let s see what we can do!

Crashing into Field to Finish in one (1) hour. Let s see what we can do! Crashing into Field to Finish in one (1) hour Let s see what we can do! Using the term Field to Finish For todays purpose, we will be using the term field to finish as a generic term for using codes, to

More information

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................

More information

Project Name: County File No.: Checked by: For: Date:

Project Name: County File No.: Checked by: For: Date: Project Name: County File No.: Checked by: For: Date: Print name Firm or agency Items noted in the checklist shall be considered the minimum amount of information necessary for submission of construction

More information

10010 RECORD DRAWING INFORMATION

10010 RECORD DRAWING INFORMATION SECTION 10000 RECORD DRAWING CHECK LIST All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes, shall submit to the Town of Cary Engineering

More information

Appendix C Construction Details

Appendix C Construction Details 7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses

More information

B-PERMIT PLAN CHECK MANUAL

B-PERMIT PLAN CHECK MANUAL B-PERMIT PLAN CHECK MANUAL 5. SEWER PLANS Sewer Plans are usually submitted in conjunction with Street Plans to meet the requirements of conditions imposed on a Planning or Zoning action. In some cases

More information

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN N/A Waiver (1) Four (4) copies of application form. (2) Fifteen (15) copies of plan (3) Subdivision/site plan application fee & professional review escrow deposit (4) Variance application fee & professional

More information

DIVISION APPROVED MATERIAL LIST AND STANDARD DETAILS

DIVISION APPROVED MATERIAL LIST AND STANDARD DETAILS DIVISION 400 - APPROVED MATERIAL LIST AND STANDARD DETAILS Section 403 - STANDARD DETAILS TABLE OF CONTENTS DIVISION 400, Section 403 - STANDARD DETAILS SECTION DETAIL NOS. Application Table 403-1 I. Concrete

More information

Tooker Family Residence

Tooker Family Residence 110 25 90 E B M U D (N) POP-UP DRAIN + DRAIN ROCK BASIN DISCHARGE OF SURFACE DRAINS AND DOWNSPOUTS - SHEET FLOW ACROSS LANDSCAPE NOTE: SEE SHEET S2.0.1 FOR FOUNDATION + RAIN WATER DRAINAGE DESIGN 143.57'

More information

MIL-Spec Application Guide

MIL-Spec Application Guide Precision tool www.idealind.com 1-800-324-9571 Customer Service MIL-Spec Application Guide Only 5 MDI AIRFRAME TYPE A&B 45-2691 45-2691-1 45-2685 5 MDI HOOK-UP TYPE C 45-2694 45-2694-1 45-2693 45-2692

More information

dpd client assistance memo CAM Plot Plan Requirements Basic Plot Plan What is a Plot Plan?

dpd client assistance memo CAM   Plot Plan Requirements Basic Plot Plan What is a Plot Plan? dpd Seattle Department of Planning and Development formerly the Department of Design, Construction and Land Use CAM 103 client assistance memo Plot Plan Requirements November 2001 Applications for City

More information

STORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC

STORM M ANHOLE FOR 42 PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30MAX 3 OR 3.5 PRECAST ECCENTIC CONC 01-APR-2015 13:33 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\stm_det01_8x11_st01.dgn TIME = MIN 3 CRSES MAX 5 CRSES 3 OR 3.5 PRECAST ECCENTIC CONC ID PIPE GRADE A CONC FILL 4" 8" 2-0"SUMP

More information

Pressure Transducer FP2000

Pressure Transducer FP2000 Pressure Transducer FP2000 Datasheet FPG FPA FPB FPV (Series FP2000) Pressure Transducers for Gauge, Absolute, Barometric and Vacuum Pressure Measurement from 0... 35 mbar up to 0... 700 bar Pressure Types:

More information

MARQUETTE GREENWAY TRAIL

MARQUETTE GREENWAY TRAIL ------ ------ TRAFFIC DATA A.A.D.T. (2010) A.A.D.T. (ED 2022) D.H.V. (2022) DIRECTIONAL DISTRIBUTION TRUCKS N/A N/A N/A N/A N/A DESIGN DATA DESIGN SPEED DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN

More information

STANDARD BID ITEM NUMBERS

STANDARD BID ITEM NUMBERS 10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation

More information

Community & Economic Development Department Planning Division Frederick Street PO Box 8805 Moreno Valley, CA SUBMITAL REQUIREMENTS

Community & Economic Development Department Planning Division Frederick Street PO Box 8805 Moreno Valley, CA SUBMITAL REQUIREMENTS Community & Economic Development Department Planning Division 14177 Frederick Street PO Box 8805 Moreno Valley, CA 92552-0805 (951) 413-3206 Fax (951) 413-3210 SECOND UNITS Completed and Signed Project

More information

Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:

Authorized Agent: City of Manassas Check List Attached: Contact:   Address: Phone Number: Fax Number: Developer s Name: Phone Number: CITY OF MANASSAS DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT SERVICES DIVISION 9027 Center Street Room 201 Manassas, Virginia, 20110 Phone: 703-257-8278 Fax: 703-257-5831 Application Date: APPLICANT

More information

Current Standard Plates including Transmittal Letters are available on the web at:

Current Standard Plates including Transmittal Letters are available on the web at: MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard

More information

PNSG6 PSSG6. TS03 north bank PO3 PO1 PNSG5 PP1 PP2 PP3 PO2 PN1 PNSG7 PM2 PSSG5 CH 4: 73.1 PJ1 PK1 XY XY PSSG4 PI2 PSSG9 XY XY XY XY PA2 PI1 PH5 XY

PNSG6 PSSG6. TS03 north bank PO3 PO1 PNSG5 PP1 PP2 PP3 PO2 PN1 PNSG7 PM2 PSSG5 CH 4: 73.1 PJ1 PK1 XY XY PSSG4 PI2 PSSG9 XY XY XY XY PA2 PI1 PH5 XY TS04 pump hole 100 m south bank TS04 north bank PSSG6 TS03 pump hole end P END FLAG PSSG9 PP1 PP2 PP3 PO3 PO2 PN1 PNSG5 PN2 PQ1 PNSG4 PM1 PI3 PN3 PNSG7 PM2 PI4 PM3 PL1 PH3 PNSG3 PJ1 PH2 CH PK1 4: 79.4

More information

BRYANT HERITAGE PLAZA 5301 Magasin Avenue Beaumont, AB

BRYANT HERITAGE PLAZA 5301 Magasin Avenue Beaumont, AB BRYANT HERITAGE PLAZA, AB RE-ISSUED FOR BUILDING PERMIT May 9, 206 L I S T O F D R A W I N G S HD ENGINEERING SERVICES LTD. D.B.K. ENGINEERING LTD. D.B.K. ENGINEERING LTD. JUBILEE ENGINEERING CONSULTANTS

More information

STANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925)

STANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925) STANDARD DETAILS 2401 Crow Canyon Road San Ramon, CA 94583 Telephone: (925) 973-2670 Fax: (925) 838-3937 CITY OF SAN RAMON STANDARD DETAILS INDEX CONCRETE WORK NAME DRAWING # Curb, Gutter & Sidewalk C-1

More information

Manholes Table of Contents

Manholes Table of Contents Standard MH 300 Title Manholes Requirements MH 300.1 Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type

More information

Transient Voltage Suppressors (TVS) Data Sheet

Transient Voltage Suppressors (TVS) Data Sheet Transient Suppressors (TVS) Data Sheet Features For surface mounted applications in order to optimize board space Low profile package Built-in strain relief Glass passivated junction Low inductance Excellent

More information

TOWN of LAKESHORE SITE PLAN CHECKLIST

TOWN of LAKESHORE SITE PLAN CHECKLIST TOWN of LAKESHORE SITE PLAN CHECKLIST Last Revised December 17, 2009 Project Name: Project Location: Date Submitted: Name Phone Number E-mail Address Owner: Contractor/ Engineer: ( ) ( ) Applicant: ( )

More information

A201 SCALE: 1" = 10'-0"

A201 SCALE: 1 = 10'-0 A B C D E F G G.5 H I J 0' - 0" 8' - 6" 7' - 0" 5 6 7 8 9 0 4 4 77' - 0" 6' - 0" UNEXCAVATED 7' - 6" 4 0 BELOW GRADE PARKING VP 9 (4 STALLS) 8 6 NON- COMPLIANT BIKE PARKING STALLS 7 ARCHITECTURE ENGINEERING

More information

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS 9. STANDARD DETAILS SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS j:\clerical\royse city\1-4086 general services\168-tech const standards review\tcss manual\2018 tcss manual\sec-9a

More information

CONSTRUCTION PLANS. for TOWN OF YORKVILLE 2017 PAVING & DRAINAGE PROGRAM BRAUN ROAD (57TH DRIVE TO WOODLAND TRAIL) 53RD DRIVE

CONSTRUCTION PLANS. for TOWN OF YORKVILLE 2017 PAVING & DRAINAGE PROGRAM BRAUN ROAD (57TH DRIVE TO WOODLAND TRAIL) 53RD DRIVE LOG CT. TR. CONSTRUCTION PLANS for TOWN YORKVILLE INDEX Plan Sheet COVER TYPICAL SECTIONS & CONSTRUCTION DETAILS PLAN & PRILE Sheet No. 1 2 3-8 LEGEND Description EDGE WOODS DECIDUOUS TREE DECIDUOUS TREE

More information

RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.

RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO. CELL: (715) 803-8009 MABOSI@WISCONSINPUBLICSERVICE.COM CELL: (715) 573-7806 CHVIRCKS@WISCONSINPUBLICSERVICE.COM CALVIN.KLADE@FTR.COM DGAU@KRONENWETTER.COM SCOTT OLSEN (715) 302-1348 S REVISED TO CONFORM

More information

PRECISE GRADING PLAN CHECKLIST

PRECISE GRADING PLAN CHECKLIST PRECISE GRADING PLAN CHECKLIST PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION 8130 Allison Avenue, La Mesa, CA 91942 Phone: 619. 667.1166 Fax: 619. 667.1380 Grading plans shall address both rough grading

More information

Zoning District: R-1, R-2, and R-4 Applicant: Exeter Rose Farm, LLC, 953 Islington Street #23D Portsmouth, NH 03801

Zoning District: R-1, R-2, and R-4 Applicant: Exeter Rose Farm, LLC, 953 Islington Street #23D Portsmouth, NH 03801 2220.00, Town Planner Town Planning Office, Town of Exeter 10 Front Street Exeter, NH 03833 Re: Exeter Rose Farm Subdivision Design Review Engineering Services Exeter, New Hampshire Site Information: Tax

More information

PROJECT DESCRIPTION: ZONING PERMITS REQUESTED: PROPERTY ADDRESSES: ZONING DISTRICT: C-DMU / OUTER CORE AFFORDABLE HOUSING:

PROJECT DESCRIPTION: ZONING PERMITS REQUESTED: PROPERTY ADDRESSES: ZONING DISTRICT: C-DMU / OUTER CORE AFFORDABLE HOUSING: ZAB 06261 Page 1 of 33 MIXEDUSE 19511975 70 MARKET STREET, STE. 111 PROJECT SUMMARY: FLOOR AREA SUMMARY: LEVEL: P3 PARKING P2 PARKING P1 PARKING GROUND FLOOR 2ND FLOOR / MEZZ. 3RD FLOOR TH FLOOR 5TH FLOOR

More information

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE E-10 ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS The City of Lompoc has determined that the Engineering Division should administer and issue Encroachment

More information

SMF SERIES. Features. Mechanical Data. Maximum Ratings and Electrical A=25 C unless otherwise specified WTE

SMF SERIES. Features. Mechanical Data. Maximum Ratings and Electrical A=25 C unless otherwise specified WTE WTE POWER SEMICONDUCTORS SMF SERIES 200W SURFACE MOUNT TRANSIENT SUPPRESSOR Pb Features Glass Passivated Die Construction 200W Peak Pulse Power Dissipation A 5.0V 90V Standoff Voltage Uni- and Bi-Directional

More information

ATV02W5V0-HF Thru ATV02W191-HF Working Peak Reverse Voltage: Volts Peak Pulse Power:200 Watts RoHS Device Halogen Free

ATV02W5V0-HF Thru ATV02W191-HF Working Peak Reverse Voltage: Volts Peak Pulse Power:200 Watts RoHS Device Halogen Free TV2W5V-HF Thru TV2W9-HF Working Peak Reverse Voltage:5.-9 Volts Peak Pulse Power:2 Watts RoHS Device Halogen Free Features - Glass passivated chip. - Low leakage current. - 2W peak pulse power capability

More information

oly series Effective January 2017

oly series Effective January 2017 oly series Effective January 017 Oly Series Specifications Manufactured using the highest grade veneers and hardwood solids with our Coriander Finish that exceeds industry standards. We can also incorporate

More information

Oly Series Specifications

Oly Series Specifications oly series Oly Series Specifications Manufactured using the highest grade veneers and hardwood solids with our Coriander Finish that exceeds industry standards. We can also incorporate any high pressure

More information

400W, 5V - 188V Surface Mount Transient Voltage Suppressor

400W, 5V - 188V Surface Mount Transient Voltage Suppressor 400W, 5V - 188V Surface Mount Transient Voltage Suppressor FEATURES Low profile package Ideal for automated placement Glass passivated junction Built-in strain relief Excellent clamping capability Fast

More information

MAISON VICTORIA SENIORS

MAISON VICTORIA SENIORS VIEW FACING WEST SENIORS JUNE 12, 28 NORR JOB NO: NCCA-17-21 ISSUED FOR DEVELOPMENT PERMIT DISCIPLINE (SURVEY) POLARIS LAND SURVEYING INC. PO BOX 261 BRENTWOOD BAY, BRITISH COLUMBIA, V8M 1R3 DISCIPLINE

More information

CHAPTER 9 SEWER SYSTEM

CHAPTER 9 SEWER SYSTEM CHAPTER 9 SEWER SYSTEM 4" 6" 8" 10" 12" 15" 18" 21" 24" 27" 3' 5' 10' (A) 10' 15' 20' (B) SPECAL DESGN 15' 20' a: LlJ 6 0 LL 0 - D... LlJ 0 25' 25' SPECAL DESGN 30' 30' 4" 6" 8" 10" 12" 15" 18" 21" 24"

More information

PLOT PLAN/ CONDITIONAL USE PERMIT

PLOT PLAN/ CONDITIONAL USE PERMIT March Joint Powers Authority Planning Department 23555 Meyer Drive Riverside, CA 92518 P: (951) 656-7000 F: (951) 697-6703 SUBMITTAL REQUIREMENTS PLOT PLAN/ CONDITIONAL USE PERMIT SUBMITTAL REQUIREMENTS

More information

SMBJ5.0 THRU SMBJ440CA

SMBJ5.0 THRU SMBJ440CA SMBJ5.0 THRU SMBJ440CA SURFACE MOUNT TRANSIENT VOLTAGE SUPPRESSOR Stand-off : 5.0-440 Volts Peak pulse power: 600 Watts 0.087 (2.20) 0.071 (1.80) 0.096(2.44) 0.084(2.13) SMB/DO-214AA 0.180(4.57) 0.160(4.06)

More information

ORGANISATIONAL DETAILS FOR CAMPUS RECRUITMENT PROCESS. Name: Designation: Cell: Landline: Fax:

ORGANISATIONAL DETAILS FOR CAMPUS RECRUITMENT PROCESS. Name: Designation:   Cell: Landline: Fax: ANNA UNIVERSITY, CHENNAI 600 025 CENTRE FOR UNIVERSITY INDUSTRY COLLABORATION cuic@annauniv.edu, cuic.annauniv@gmail.com (9444222262, 044 22352370 / 22358991 / 22358994) ORGANISATIONAL DETAILS FOR CAMPUS

More information

MAJOR GRADING PLAN CHECKLIST

MAJOR GRADING PLAN CHECKLIST MAJOR GRADING PLAN CHECKLIST PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION 8130 Allison Avenue, La Mesa, CA 91942 Phone: (619) 667-1166 Fax: (619) 667-1380 Grading plans shall address both rough grading

More information

Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project

Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project Bureau of Engineering SURVEY DIVISION REQUEST FOR TOPOGRAPHIC SURVEY Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project Caltrans involvement (must

More information

SHLDR + + Ê HOMINY TRAIL #4 REBAR 24"O.C. 4" TYPE 5 AGG. BASE TRAIL WALL 9 5' SHLDR 2' SHLDR Ê TRAIL #4 24" O.C.

SHLDR + + Ê HOMINY TRAIL #4 REBAR 24O.C. 4 TYPE 5 AGG. BASE TRAIL WALL 9 5' SHLDR 2' SHLDR Ê TRAIL #4 24 O.C. WO20-1 WO20-1 2' 10' 2' 2' 8' 2' RT. EDGE OF TRAIL 2' RT. SHLD. BREAK MAX SLOPE AT FILL MAX SLOPE AT FILL SHLDR TRAIL SHLDR + + 1% +/- 0.5% SEE NOTE 1 Ê HOMINY TRAIL MAX SLOPE AT CUT MAX SLOPE AT FILL

More information

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee) MEMORANDUM MICHAEL B. FLETCHER, P.E. COUNTY ENGINEER 327 N. Ashley Street Valdosta, GA 31601 Telephone: (229) 671-2424 Fax: (229) 245-5299 mfletcher@lowndescounty.com LOWNDES COUNTY ENGINEERING PLAN REVIEW

More information

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect Design Guidelines and Standards Survey Requirements June 2004 Office of the University Architect Construction Management P.O. Box 210181 Cincinnati, Ohio 45221-0181 Table of Contents Survey Requirements

More information

AE Project No

AE Project No P:\202426\00_Prakash_Civ_Eng\Working_Dwgs\00_Civil\Edam\20242600.dwg DATE: 203024, Matthew Walters This Drawing Is For The Use Of The Client And Project Indicated No Representations Of Any Kind Are Made

More information

AUTOMATION PARKWAY SAN JOSE, CA

AUTOMATION PARKWAY SAN JOSE, CA AVAILABLE JANUARY 2020 1710 AUTOMATION PARKWAY SAN JOSE, CA ±188,303 SF AVAILABLE FOR LEASE HIGH IMAGE R&D / MANUFACTURING BUILDING Premier R&D/Manufacturing building w/ Clean Room Improvements 8,000 Amps

More information

Survey Control Point Observations

Survey Control Point Observations Level Name SURVEY_CTRL SURVEY_CTRL_CHK_NODE SURVEY_CTRL_NODE SURVEY_CTRL_OBS SURVEY_CTRL_REF_SYM SURVEY_CTRL_SETUPS SURVEY_CTRL_SYM SURVEY_CTRL_TXT SURVEY_DTM_BREAKLINE SURVEY_DTM_BREAKLINE_NODE SURVEY_DTM_CHECK_NODE

More information

Suface Mount Transient Voltage Suppressor

Suface Mount Transient Voltage Suppressor FEATURES - Low profile package - Ideal for automated placement - Glass passivated junction - Built-in strain relief - Excellent clamping capability - Fast response time: Typically less than 1.0ps from

More information

This addendum forms a part of the Contract Documents dated: August 10, 2012.

This addendum forms a part of the Contract Documents dated: August 10, 2012. Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911

More information

City of Massillon Site Plan Checklist

City of Massillon Site Plan Checklist City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete

More information

MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX

MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX 407-1 - MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX 407-1.1 GENERAL Tender Items Specifications Standard Drawings 407-1.1.1 Frame and Grate Selection 407-1.1.2 Selection of Structure

More information

Mailing Address: Fax number: City: State: Zip: Property Owner: City: State: Zip: City: State: Zip:

Mailing Address: Fax number: City: State: Zip:   Property Owner: City: State: Zip:   City: State: Zip: / Department of Community Development ARCHITECTURAL REVIEW APPLICATION 73-510 Fred Waring Drive Palm Desert California 92260 (760) 346-0611 Fax (760) 776-6417 Applicant: Telephone: Mailing Address: Fax

More information

INDEX OF SHEETS FLAMING GORGE RANGER DISTRICT OFFICE ADDITION REGION 4 INTERMOUNTAIN REGION ASHLEY NATIONAL FOREST DRAWING SHEET INDEX

INDEX OF SHEETS FLAMING GORGE RANGER DISTRICT OFFICE ADDITION REGION 4 INTERMOUNTAIN REGION ASHLEY NATIONAL FOREST DRAWING SHEET INDEX INDEX OF SHEETS SHT. DWG. SHEET TITLE GENERAL 1 G1 COVER SHEET, VICINITY MAP, PROJECT DESCRIPTION 43 A402 INTERIOR ELEVATIONS WOMENS 44 A403 INTERIOR ELEVATIONS MENS 45 A404 INTERIOR ELEVATIONS BUILDING-PLUMBING

More information

SUPPLEMENTARY STANDARD DETAIL DRAWINGS

SUPPLEMENTARY STANDARD DETAIL DRAWINGS CITY OF MAPLE RIDGE DESIGN AND CONSTRUCTION DOCUMENTS Part 4 SUPPLEMENTARY STANDARD DETAIL DRAWINGS September 2015 Updated: October 2015 THIS PAGE INTENTIONALLY LEFT BLANK City of Maple Ridge Supplementary

More information

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated

More information

City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS

City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS March 2004 STANDARD DRAWINGS Partners With The Environment March 2004 FORWARD The March 2004 version of the City of Vaughan Design Standard

More information

Customer Connection Guide Updates Effective May 2017

Customer Connection Guide Updates Effective May 2017 This document provides a list of the updates to the EPCOR Distribution and Transmission Inc. (EDTI) Customer Connection Guide. If you have any questions, please contact EDTI Customer Engineering Services

More information

NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA

NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA SITE DEVELOPMENT PLANS LEGAL SUBJECT PROPERTY SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY, COLLIER COUNTY, FLORIDA PROPERTY OWNER: ENTERPRISE PLAZA LLC 404 CITATION PT, FL 34104 GULF MEXICO PREPARED

More information

UC TIO SNO OU TV E IC E PIPELINE LOOPS INSTALLATION. '5/ J~/;rtJ DATE DEPARTMENT OF PUBLIC WORKS AND PLANNING

UC TIO SNO OU TV E IC E PIPELINE LOOPS INSTALLATION. '5/ J~/;rtJ DATE DEPARTMENT OF PUBLIC WORKS AND PLANNING PL T UC TO FR SNO OU TV E C E PPELNE LOOPS NSTALLATON NDEX OF SHEETS PROJECT STE FACLllY' #2 TTLE PAGE 2 LEGEND PPE LAYOUT FACLTY PPE LAYOUT FACLTY 2, DETALS MSC STAGNG PLAN Sal Quinteo Andeas A Bogeas

More information

24' - 0" 99' - 0" B15 B16 B17 B18 B19 SLOPE SLOPE BIKE STOR. / SERVICE 2 ACCESSIBLE COMMUNITY ACCESIBLE BIKE BIKE STORAGE ROOM STORAGE

24' - 0 99' - 0 B15 B16 B17 B18 B19 SLOPE SLOPE BIKE STOR. / SERVICE 2 ACCESSIBLE COMMUNITY ACCESIBLE BIKE BIKE STORAGE ROOM STORAGE 5' ' 6 /4" RETAINING WALL ALONG BOUNDARY ILLUMINATED SIGNAGE TBD MOUNTED TO TOP AND/OR FACE OF RETAININGS WALL PROPERTIES FENCE TO REMAIN SIDEWALK ENTRY TIE NEW SIDE WALK INTO EXISTING SIDEWALKS AS CURRENTLY

More information

7000 Fifteen Mile Road Sterling Heights, Michigan

7000 Fifteen Mile Road Sterling Heights, Michigan 7000 Fifteen Mile Road Sterling Heights, Michigan Industrial Building With Excess Land and Rail Access As exclusive agents, we are pleased to offer the following property for lease: 128,648 Sq. Ft. Completely

More information

SECTION 3 IMPROVEMENT PLAN REQUIREMENTS

SECTION 3 IMPROVEMENT PLAN REQUIREMENTS SECTION 3 IMPROVEMENT PLAN REQUIREMENTS CONTENTS Page 3-1 Digital Submittals 3-2 3-2 Paper Size and Scale 3-2 3-3 Drafting Standard 3-2 3-4 Title Sheet 3-2 3-5 Title Block 3-3 3-6 Drainage, Sewer, Water,

More information

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS Detailed construction drawings for system extensions shall be prepared for approval with a submittal to the Authority. All construction

More information