|
|
|
- Justina Garrison
- 6 years ago
- Views:
Transcription
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35 T T JOHNSTON, DANIEL & SHARON 2202 BRENTW OOD PKW Y T T drive OD DR HKE HERRITZ N 8 walk walk walk walk BRENTWOOD, MONTEREY, TRAILSWAY SHEET NO. & WYLDEWOOD PROJECT NO. 53W1542 U-7 UTILITIES PLAN AND PROFILE 90 BRENTWOOD PKWY CITY OF MADISON REV. DATE: PLOT NAME: PLOT SCALE: drive 21 12X6 drive drive Arrowood Dr walk Brentwood Pkwy walk S-20B wv P-20A P-20 S-20A S HOWARD, JAMES &KATHRYN 2102 BRENTWOOD PKWY drive SMITH, KENNITH A JUDITH A NOLDE 1502 ARROWOOD PKWY 36 P-19 wood fence ' walk KUESTER, DAVID 2114 BRENTW OOD PKW Y & SALLIE JO CUNNINGHAM P-19A S-19 DEUTSCH, PAUL 1501 WYLDEWOOD DR S-19A drive S-18B S-18C P-18 ULO Bump W yldewood Dr P-18C Speed Speed Bump Conc Conc P-21 P-18B PlanterPlanter S-18 P-18A S-18A Concrete Concrete walk walk P ' ' HARRISON-NOONAN, NANCY 2201 BRENTWOOD PKWY INSTALL 8"PVC PVT STUB X3 78' JONES, TRAVIS & HEATHER SPEED HUMP 2205 BRENTW OOD PKW Y GRUB STUMP MATCHLINE STA drive drive REM. BY FORESTRY REVISED 7/17/13 EEA P-20 ORIGINATOR: CITY OF MADISON, STREETS DIVISION E 870 S-20B S P-20A 30'-15" 0.50% P % P-19A S-19 P-18A S P % ULO-5 6 IN STEEL TOP= INSTALL ROCK SHIELD P-17 4'-" 0.50% FILE NAME: M:\DESIGN\Projects\53W1542\Storm\Design\53W1542STM-PnPBW1.dgn DATE: 7/18/2013
36
37
38
39 PI HAGERTY, JAMES W WYLDEWOOD DR SAVONNE, ANNALIESE 1406 WYLDEWOOD DR 79.89' walk walk 33 Asphalt Drive Asphalt SIEWERT, DEAN &JILLARUGUETE-SIEWERT 1410 WYLDEWOOD DR ' walk walk SIEW ERT, DEAN & JI 1410 W YLDEW OOD D S-22B W yldewood Cir P-22B S-22A PETERSON, THOMAS BRENTWOOD, MONTEREY, TRAILSWAY & WYLDEWOOD PROJECT NO. 53W1542 WYLDEWOOD DR UTILITIES PLAN AND PROFILE SHEET NO. U-11 CITY OF MADISON REVISED 7/17/13 EEA REV. DATE: PLOT NAME: PLOT SCALE: drive Sheridan Dr Conc Conc Speed Bump Speed Bump S P- S drive BOEHMER, ALBERT & CARLENE 1401 WYLDEWOOD DR 18 Wyldewood Dr 27 walk walk 79' Conc Conc Drive MOREY, CHRISTOPHER &MARY 1405 WYLDEWOOD DR P ' AMACKER, JUDITH B 1409 WYLDEWOOD DR asphalt asphalt drive ULO-6 MATHIAS 80.96' S-22C walk 1413 WYLDEWOOD DR walk walk P-22A S-22 P-22C drive RYNES, MICHAEL& BRIDGET ROSE Conc Conc Speed Bump Bump Speed walk walk 76' drive ' drive WYLDEWOOD DR P-22 ROHDE TR, ROGER & CAROL WYLDEWOOD DR 27 walk walk MURRAY, RICHARD W 1421 WYLDEWOOD DR MATCHLINE STA P- 885 S-23 P % 885 ORIGINATOR: CITY OF MADISON, STREETS DIVISION P-22A P-22C ULO-6 P-22 6 IN STEEL GAS S-22 TOP= INSTALL ROCK SHIELD 4.34% FILE NAME: M:\DESIGN\Projects\53W1542\Storm\Design\53W1542STM-PnPWD1.dgn DATE: 7/18/2013
40 128.51' MONTEREY DR ' KRIEGER, CHARLES & H. T BRENTWOOD, MONTEREY, TRAILSWAY & WYLDEWOOD PROJECT NO. 53W1542 SHEET NO. U-12 REVISED 7/17/13 EEA ' UTILITIES PLAN AND PROFILE WYLDEWOOD DR T CITY OF MADISON RUSK, PAULR 1422 WYLDEWOOD DR 80.81' asphalt drive ' GRUNEW ALD, LEE T 2202 MONTEREY DR walk T Concrete 2201 MONTEREY DR KRIEGER, CHARLES &H. TURNER 2201 MONTEREY DR 79.92' walk JOHNSTON, DANIEL&SHARON 2202 BRENTWOOD PKWY T Concrete 77.3' walk HARRISON-NOONAN, NANCY REV. DATE: PLOT NAME: PLOT SCALE: ' drive MURRAY, RICHARD W 1421 WYLDEWOOD DR GRUNEW ALD, LEE T 79.92' MONTEREY DR BRENTW OOD PKW Y MATCHLINE STA P-22 PETERSON, MARVIN N (LE) & KEA PETERSON (LE) ETAL 1425 W YLDEW OOD DR WYLDEWOOD DR drive PETERSON, MARVIN N (LE) S-21 & KEA PETERSON (LE) ETAL 1425 W YLDEW OOD DR 22 walk 79.92' JAUCH, DANIELB &JANE M ALLEN drive 1429 WYLDEWOOD DR P-21A 30 Conc Speed Bump 79.92' drive FOLK, JERALD &KATHRYN 1433 WYLDEWOOD DR S-21A asphalt drive ' HERRITZ, KEVIN &JOYCE BUSCHKE HERRITZ 1437 WYLDEWOOD DR P-21 walk WYLDEWOOD DR DEUTSCH, PAUL drive S-18C &SALLIE JO CUNNINGHAM 2114 BRENTWOOD PKWY walk P-17 S-18 P-18C S-19A P-18A P-18 P-19A P-19 ULO-4 30 S-18A ULO-5 S ' KUESTER, DAVID 2201 BRENTW OOD PKW Y P-18B S-18B PlanterPlanter 1501 W YLDEW OOD DR. INSTALL 8"PVC PVT STUB Planter Planter Conc Speed Bump P % 870 ORIGINATOR: CITY OF MADISON, STREETS DIVISION S-21 P % S-21A P-21A 3.82% P-17 P-18 S-18 P-18A 44'-12" 2.55% ULO-4 P-18B 6 IN STEEL GAS TOP= FILE NAME: M:\DESIGN\Projects\53W1542\Storm\Design\53W1542STM-PnPWD2.dgn DATE: 7/18/2013
41
42 STRUCTURES ALIGNMENT CODES: 'TW' =TRAILSWAY 'MD' =MONTEREY DR 'BP' =BRENTWOOD PKWY 'WD' =WYLDEWOOD DR 'WC' =WYLDEWOOD CIR PIPES + REVISED 7/17/13 EEA & WYLDEWOOD 2013 U-14 STORM SEWER SCHEDULE PROJECT NO. 53W1542 STORM SEWER SCHEDULE STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO LGTH DISCH. INLET SLOPE PIPE TYPE NOTES NO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) (FT) E.I. E.I. (%) SIZE S-0 1'TW' LT " RCP AE W/ GATE P-0 S-0 S % 21" RCP - S-1 1'MD' LT TERRACE INLET TYPE FP; PER SDD A P-1 S-1 S % 15" RCP - S-1A 2'TW' RT H INLET FP; W/ R V P-1A S-1 S-1A % 12" RCP NCM S-1B 3'TW' RT H INLET FP; W/ R V P-1B S-1A S-1B % 12" RCP - S-2 27'MD' CL 3X3 SAS W/ R P-2 S-2 S % 15" RCP - S-3 26'MD' CL 3X3 SAS W/ R P-3 S-3 S % 15" RCP - S-3A 26'MD' RT H INLET W/ R V P-3A S-3 S-3A % 12" RCP - S-4 25'MD' CL 3X3 SAS W/ R P-4 S-4 S % 12" RCP NCM S-4A 25'MD' RT H INLET W/ R V P-4A S-4 S-4A % 12" RCP NCM S-5 23'MD' CL 3X3 SAS W/ R P-5 S-5 S % 12" RCP - S-5A 23'MD' RT H INLET W/ R V P-5A S-5 S-5A % 12" RCP - S-6 20'MD' CL 3X3 SAS W/ R P-6 S-6 S-6A % 12" RCP - S-6A 20'MD' RT H INLET W/ R V S-10 4'TW' LT "X30" HERCP AE W/ GATE P-10 S-10 S % 19"X30" HERCP - S-11 4'TW' LT TERRACE INLET TYPE FP; PER SDD A P-11 S-11 S % 19"X30" HERCP - S-11A 4'TW' RT H INLET LP; W/ R V P-11A S-11 S-11A % 12" RCP NCM S-11B 4'TW' RT H INLET LP; W/ R V P-11B S-11 S-11B % 12" RCP NCM + S-12 46'BP' LT X3 SAS LP; W/ R V P-12 S-12 S % 19"X30" HERCP - + S-12A 46'BP' RT H INLET FP; W/ R V P-12A S-12 S-12A % 12" RCP NCM S-13 44'BP' LT X3 SAS FP; W/ R V P-13 S-13 S % 19"X30" RCP - S-13A 44'BP' LT H INLET W/ R V P-13A S-13 S-13A % 12" RCP NCM S-13B 44'BP' RT H INLET W/ R V P-13B S-13 S-13B % 12" RCP NCM S-14 43'BP' LT X3 SAS FP; W/ R V P-14 S-14 S % " RCP NCM S-14A 43'BP' RT H INLET W/ R V P-14A S-14 S-14A % 12" RCP NCM S-15 43'BP' LT X3 SAS FP; W/ R V P-15 S-15 S % " RCP - S-16 39'BP' LT X3 SAS FP; W/ R V P-16 S-16 S % " RCP - S-17 36'BP' LT X3 SAS FP; W/ R V P-17 S-17 S % " RCP - S-18 33'BP' LT X3 SAS W/ R P-18 S-18 S % 15" RCP - S-18A 60'WD' LT H INLET W/ R V P-18A S-18 S-18A % 12" RCP - S-18B 60'WD' RT H INLET LP; W/ R V P-18B S-18A S-18B % 12" RCP - S-18C 59'WD' RT H INLET W/ R V P-18C S-18 S-18C % 12" RCP - + S-19 33'BP' RT X3 SAS FP; W/ R V + P-19 S-19 S % 15" RCP - S-19A 33'BP' LT H INLET W/ R V + P-19A S-19 S-19A % 12" RCP - S-20 30'BP' RT X3 SAS FP; W/ R V P-20 S-20 S-20A % 12" RCP - S-20A 30'BP' LT H INLET W/ R V P-20A S-20 S-20B % 15" RCP - S-20B 30'BP' RT PIPE PLUG P-21 S-18 S-21A % 18" RCP NCM S-21 56'WD' LT X3 SAS FP; W/ R V + P-21A S-21A S % 18" RCP - + S-21A 58'WD' LT X3 SAS W/ R P-22 S-21 S % 18" RCP - + S-22 53'WD' LT X3 SAS W/ R P-22A S-22 S-22A % 15" RCP - S-22A 70'WC' RT H INLET LP; W/ R V P-22B S-22A S-22B % 12" RCP - S-22B 70'WC' LT H INLET LP; W/ R V + P-22C S-22 S-22C % 12" RCP - S-22C 53'WD' RT H INLET W/ R V + P-23 S-22 S % 12" RCP - S-23 51'WD' LT H INLET W/ R V P- S-23 S % 12" RCP - S- 51'WD' RT H INLET W/ R V (OFFSET) ULO'S NO. STATION LOCATION TYPE NOTES: STANDARD NOTES: SEE SCHEDULE 2 + ULO-4 60'WD' LT GAS TOP 6 IN STEEL=856.85; OK STORM OVER GAS + ULO-5 60'WD' RT GAS TOP 6 IN STEEL=857.43; REVISED STORM TO GO OVER GAS + ULO-6 53'WD' CL GAS TOP 6 IN STEEL=880.57; REVISED STORM TO GO OVER GAS BRENTWOOD, MONTEREY, TRAILSWAY SHEET NO. CITY OF MADISON M:\DESIGN\STREETS\DGN\53W1496\UTILITIES\STORM SCHEDULE.XLS
43 ALIGNMENT CODES: BRENTWOOD, MONTEREY, TRAILSWAY STORM SEWER SCHEDULE U-15 'TW' =TRAILSWAY 'MD' =MONTEREY DR & WYLDEWOOD PROJECT NO. 53W1542 'BP' =BRENTWOOD PKWY 'WD' =WYLDEWOOD DR STORM SEWER SCHEDULE CITY OF MADISON 'WC' =WYLDEWOOD CIR PIPES STRUCTURES PIPE FROM TO LGTH DISCH. INLET SLOPE PIPE TYPE NOTES STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES NO. (DNSTM) (UPSTM) (FT) E.I. E.I. (%) SIZE NO. (OFFSET) CASTING P-25 S-25 S % 19"X30" HERCP - S-25 7'TW' LT "X30" HERCP AE W/ GATE P-26 S-26 S % 18" RCP NCM S-26 7'TW' LT TERRACE INLET TYPE FP; PER SDD A P-26A S-26 S-26A % 12" RCP NCM S-26A 6'TW' RT H INLET FP; W/ R V P-26B S-26 S-26B % 12" RCP NCM S-26B 8'TW' LT H INLET FP; W/ R V P-27 S-27 S % 18" RCP - S-27 7'TW' RT X3 SAS FP; W/ R P-27A S-27 S-27A % 12" RCP NCM S-27A 7'TW' RT H INLET FP; W/ R V P-27B S-27 S-27B % 12" RCP NCM S-27B 7'TW' RT H INLET FP; W/ R V S-28 7'TW' RT PIPE PLUG P-30 S-30 S % 21" RCP - S-30 10'TW' LT " RCP AE W/ GATE P-31 S-31 S % 18" RCP - S-31 10'TW' LT TERRACE INLET TYPE FP; PER SDD A P-31A S-31 S-31A % 12" RCP - S-31A 10'TW' RT H INLET FP; W/ R V P-31B S-31 S-31B % 12" RCP - S-31B 11'TW' RT H INLET W/ R V P-32 S-32 S-32A % 12" RCP - S-32 10'TW' RT H INLET FP; W/ R V S-32A 10'TW' RT H INLET FP; W/ R V SHEET NO. ULO'S NO. STATION LOCATION TYPE NOTES: (OFFSET) ULO-1 4'TW' RT GAS - ULO-2 7'TW' RT GAS - ULO-3 10'TW' RT GAS - ULO-4 60'WD' LT GAS - ULO-5 60'WD' RT GAS - ULO-6 53'WD' CL GAS - STANDARD NOTES: -ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP= HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. -TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. SPECIFIC NOTES -TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. -ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. -SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. -ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT ELIA E. ACOSTA OF CITY ENGINEERING AT (608) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) M:\DESIGN\STREETS\DGN\53W1496\UTILITIES\STORM SCHEDULE.XLS
44 ALIGNMENT CODES: BRENTWOOD, MONTEREY, TRAILSWAY SHEET NO. 'TW' =TRAILSWAY & WYLDEWOOD U-16 STORM REMOVALS SCHEDULE 'MD' =MONTEREY DR PROJECT NO. 53W1542 'BP' =BRENTWOOD PKWY 'WD' =WYLDEWOOD DR STORM REMOVALS SCHEDULE CITY OF MADISON 'WC' =WYLDEWOOD CIR STORM STRUCTURE REMOVALS STORM PIPE REMOVALS STRUC. ID NO. STATION LOCATION TYPE PIPE REMOVE REMOVE LENGTH PAID SIZE TYPE NOTES NO. (OFFSET) REMOVAL NOFROM TO (FT) (Y/N) RS-1 IN 'MD' LT H INLET RP-1 S-0 RS-1 48 N 18" RCP - RS-2 AS 'TW' LT CB RP-2 S-10 RS-2 76 N 15" RCP - RS-3 IN 'TW' LT H INLET RP-3 RS-2 RS-3 6 N 12" RCP - RS-4 IN 'TW' LT H INLET RP-4 RS-2 RS-4 6 N 12" RCP - RS-5 IN 'TW' RT H INLET RP-5 RS-3 RS-5 40 N 12" RCP - RS-6 IN 'TW' RT H INLET RP-6 RS-4 RS-6 43 N 12" RCP - RS-7 AS 'TW' LT CB RP-7 S-25 RS-7 58 N 15" RCP - RS-8 IN 'TW' LT TUB RP-8 RS-7 RS-8 7 N 12" RCP - RS-9 IN 'TW' LT TUB RP-9 RS-7 RS-9 7 N 12" RCP - RS-10 IN 'TW' RT TUB RP-10 RS-8 RS N 12" RCP - RS-11 IN 'TW' RT TUB RP-11 RS-9 RS Y 12" RCP - RS-12 AS 'TW' RT-4.00 CB RP-12 S-30 RS N 15" RCP - RS-13 IN 'TW' RT TUB RP-13 RS-12 RS N 12" RCP - RS-14 IN 'TW' RT TUB RP-14 RS-12 RS Y 12" RCP - RS-15 IN 'TW' RT H INLET RP-15 RS-12 RS Y 12" RCP - STANDARD NOTES: -ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP= HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. -TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. SPECIFIC NOTES -TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. -ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. -SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. -ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT ELIA E. ACOSTA OF CITY ENGINEERING AT (608) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) M:\DESIGN\STREETS\DGN\53W1496\UTILITIES\STORM SCHEDULE.XLS
GENERAL 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
Chapter 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
City 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
20 minute presentation on proposed project. Comments and Questions following presentation. City of Madison
20 minute presentation on proposed project Comments and Questions following presentation 2016 2017 Replace concrete pavement & base Replace curb and sidewalk as needed Proposed contra-flow bike lane Replace
2010 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
Kansas Department of Transportation DISTRICT 2. Project(s): Min: Max:
Page 1 of 13 SECTION: 01 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 025200 REMOVAL OF EXISTING STRUCTURES 4 020100 CONTRACTOR CONSTRUCTION STAKING 5 025602 FIELD OFFICE AND LABORATORY
TABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION C RT BIKE THROUGH ARROW 1
WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM 685.11 (FT) CL STATION ALIGN FROM TO SIDE DESCRIPTION FACTOR LENGTH (FT) E 18+62 62 18+79.19 RT STOP BAR 6 16.6 99.4 E 18+55 00 20+08.00 LT B KE
CITY OF MEMPHIS, TENNESSEE
CITY OF MEMPHIS, TENNESSEE SEWER ASSESSMENT & REHABILITATION PROGRAM (SAR OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERS 61 51 ELVIS PRESLEY BLVD. 240 JACKSON AVE. LAMAR AVE. 385 51 14 SUMMER AVE.
APPENDIX C SANITARY SEWER PEAK DESIGN FACTOR
PPENDIX C SNITRY SEWER PEK DESIGN FCTOR ll gravity sewers will be designed to accommodate the peak flow from the contributing drainage area. The peak flow will be computed using the appropriate peaking
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS STANDARD DRAWINGS TABLE OF CONTENTS
001-099 100-199 200-299 Stormwater 300-399 400-499 500-599 600-699 700-799 800-899 Miscellaneous Sewers and Drains Streets Water Structures Earthwork Street Lighting and Traffic Signals Landscape and Irrigation
CITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS
CITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS Trench Backfill Utility Trench Paving Backfill and Embedment TB 1 HDPE, SRHDPE & PVC Storm Drain Pipe Only (Nonrigid) Bedding and Backfill TB2 Deep Cut
CITY OF ROCK ISLAND. 46th Street Reconstruction North of 28th Avenue to 29th Avenue. 29th Avenue Reconstruction 46th Street to 47th Avenue Court
46th Street Reconstruction North of 28th Avenue to 29th Avenue 29th Avenue Reconstruction 46th Street to 47th Avenue Court 47th Street Court Reconstruction 29th Avenue to Cul-de-sac CITY OF ROCK ISLAND
Mid Rivers Mall Drive Multi-Use Path (Rte. N to MO 364)
Mid Rivers Mall Drive Multi-Use Path (Rte. N to MO 364) Sponsor St Peters Project No. RB19-000022 Project Type Other TOTAL FUNDING Total County Sponsor Federal $1,177,251.00 $238,179.00 $59,546.00 $879,526.00
January 25, Franklin Pasture Sanitary Sewer Cure-In-Place Pipe Lining Bid No Bid Date: 2/7/17 ADDENDUM NO 1
PUBLIC WORKS DEPARTMENT David A. Jones, P.E., Director January 25, 2017 Franklin Pasture Sanitary Sewer Cure-In-Place Pipe Lining Bid. 2017-005 Bid Date: 2/7/17 ADDENDUM NO 1 SPECIFICATION REVISIONS: QUESTIONS
CITY 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
Kansas Department of Transportation. Tabulation of Bids
Page 1 of 17 SECTION: 1 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 020100 CONTRACTOR CONSTRUCTION STAKING 4 025600 FIELD OFFICE AND LABORATORY (TYPE A) 5 071554 CONCRETE FOR SEAL
Culvert Design An Overview of the NYS Highway Design Manual Chapter 8
Seventeenth Statewide Conference on Local Bridges Culvert Design An Overview of the NYS Highway Design Manual Chapter 8 Tuesday, October 25, 2011 Training Session: Culvert Design, Analysis - talk 2 Presented
East Downtown Tax Increment Reinvestment Zone (TIRZ) No. 15 Infrastructure Assessment Study
East Downtown Tax Increment Reinvestment Zone (TIRZ) No. 15 Infrastructure Assessment Study Houston, TX Technical Memorandum April 15 th, 2009 Prepare by: 2950 North Loop West, Ste. 900 Houston, TX 77092
SECTION 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
R-3501-E2 R-3501-H4. R-3501-HL Mountable Curb Frame, Grate
For a complete listing of FREE OPEN AREAS and PERIMETERS of all grates, refer to pages 306-311. R-3501-D2A See pages 145-146-148 &155 for additional Roll Type products R-3501-D2A C 1.0 3.4 R-3501-E2 ROLL
ADA 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
ADA Operations Contact Info
Intro ADA Operations Contact Info Todd Grugel ph: 651-366-3531 email: todd.grugel@state.mn.us Joe Zilka ph: 651-366-3311 email: joseph.zilka@state.mn.us Harvey Unruh ph: 651-216-2912 email: harvey.unruh@state.mn.us
ETL listed for installations within 5 ft. (1.5M) of outer edge of water
Fiberstars Light Streams Mini Laminar Installation Manual (LSML) 3072091 ETL listed for installations within 5 ft. (1.5M) of outer edge of water 79-15056-00 Rev. A Page 1 of 6 SAVE THESE INSTRUCTIONS!
CT EXPANSION PROJECT SILT FENCE DESIGN CRITERIA AND METHODOLOGY CONNECTICUT LOOP. Submitted by:..
CT EXPANSION PROJECT SILT FENCE DESIGN CRITERIA AND METHODOLOGY CONNECTICUT LOOP Submitted by:.. Tennessee Gas Company L.L.C. 1001 Louisiana St, Suite 1000 Houston, TX 77002 July 2014 Revised March 2015
2014 Street and Utility Improvement Project. Feasibility Report January 28, 2014
2014 Street and Utility Improvement Project Feasibility Report January 28, 2014 Public Informational Meeting 22 residents from 17 properties signed in Questions about construction (FAQs) Eyebrow cul-de-sac
Photo 1: Typical 4 Weephole
April 25, 2008 MEMORANDUM To: Shelly LeClaire Milford Highway Department From: Tom Jenkins, P.E. Baystate Environmental Consultants, Inc. RE: Results of Field Inspection of Charles River Culvert Potential
Access 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.
DRAFT EIS - CONCEPTUAL DESIGN I-5 ALTERNATIVE APRIL 2015 SHEET KEY
SHEET KEY 99 SOUND TRANSIT FEDERAL WAY LINK EXTENSION Sheet No. Drawing No. Sheet Title 94 I5-A00-GX00 COVER SHEET 95 I5-A00-GX01 SHEET INDEX 96 I5-A00-GX02 SHEET INDEX KEYMAP 97 I5-A1-PP01 TRACK PLAN
THIS 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
SECTION 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
DRAFT EIS CONCEPTUAL DESIGN SR 99 ALTERNATIVE APRIL 2015 SHEET KEY
DRAFT EIS CONCEPTUAL DESIGN SHEET KEY 99 Sheet No. Drawing No. Sheet Title KENT/DES MOINES HC CAMPUS STATION OPTION 50 SR99-F00-GX02 SHEET INDEX KEYMAP 1 SR99-A00-GX00 COVER SHEET 51 SR99-F1-PP03 TRACK
The purpose of this brochure is to explain to owners and contractors the City of Burnaby s requirements for private swimming pools.
Building Information BURNABY PLANNING & BUILDING DEPARTMENT Swimming Pools The purpose of this brochure is to explain to owners and contractors the City of Burnaby s requirements for private swimming pools.
ACCIDENT REPORT BY DRIVER
User: PHADSALL JOPLIN POLICE DEPARTMENT 08/07/2018 08:30 ACCIDENT REPORT BY DRIVER Accident Date: 08/02/2018-08/07/2018, Driver: Allen, Tiffani Lee Address: 8773 AUTUMN VALLEY AVE OLN / State: N202171039
Stormwater Level of Service Study - Phase 2 Flooding Adjacent to Rock Creek
Stormwater Level of Service Study - Phase 2 Flooding Adjacent to Rock Creek City of Fairway, Kansas Fairway Stormwater Level of Service Study - Phase 2 Project No. 108200 Revision 1 12/6/2018 Stormwater
Lecture 10 : Sewer Appurtenances
1 P age Module 8 : Sewer Appurtenances Lecture 10 : Sewer Appurtenances 2 P age The structures, which are constructed at suitable intervals along the sewerage system to help its efficient operation and
58' EL :1 5' BC-1 STA CONSTRUCT TRIPLE 5' X 3' CONCRETE BOX CULVERT FL LT 59.0 FL RT 59.3 DESIGN STANDARD 289
65 60 55 40 0: 5' 0.056 20 0 58' EL. 6.55 BC- STA 27+0 CONSTRUCT TRIPLE 5' X ' CONCRETE BOX CULVERT FL LT 59.0 FL RT 59. DESIGN STANDARD 289.040 5' 0: 0 0 20 0 40 65 60 55 " = 0' Horizontal " = 5' Vertical
19.1 Problem: Maximum Discharge
19.1 Problem: Maximum Discharge In partially full channel having an equilateral triangular cross section, the rate of discharge is Q = KAR/3 in which K is a constant, A flow area, R is the hydraulic mean
Consult with manufacturers concerning permeation of the pipe walls, jointing materials, valve seats, etc.
Design Manual Chapter 4 - Water Mains 4C - Facility Design 4C-1 Facility Design A. General Water mains and appurtenances, including hydrants and valves, should be provided along all streets including connections
General 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
Driveway 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
CDBG 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
CIVIL INDEX LANDSCAPE INDEX ELECTRICAL INDEX STRUCTURAL INDEX COVER SHEET G.101, 1 OF 55 LEGEND,ABBREVIATIONS, AND GENERAL NOTES G.
CIVIL INDEX LANDSCAPE INDEX COVER SHEET LEGEND,ABBREVIATIONS, AND GENERAL NOTES TRAFFIC CONTROL AND PHASING REQUIREMENTS TYPICAL SECTIONS CORROSION PROTECTION DETAILS TEMPORARY PEDESTRIAN WALKWAY DETAIL
-FRU FREEZE RESISTANT WATER VALVE COOLERS SYSTEM
I N S TA L L AT I O N / I MN SA TA I N TL EL NAT AIN OC N E / MI AN IS NT RE UN CA TN I CO E N SI N S T R U C T I O N S INSTALLATION INSTRUCTIONS FOR -FRU OPTION Important: Read all instructions and refer
FEASIBILITY REPORT STORM DRAINAGE IMPROVEMENTS TERRACE AND METCALF CITY OF OVERLAND PARK JOHNSON COUNTY, KANSAS
March 2, 2011 FEASIBILITY REPORT STORM DRAINAGE IMPROVEMENTS STANLEY STORM DRAINAGE IMPROVEMENTS, 151sT TERRACE AND METCALF CITY OF OVERLAND PARK JOHNSON COUNTY, KANSAS DESCRIPTION: This report relates
64' - 4" +- 12' - 6" 124 RETAINING WALLS SEE CIVIL DWGS. LEVEL REAR YARD PROPOSED MAIN FLOOR F.F. 113' 18 3" +- (E) HOUSE TO BE REMOVED COV' PORCH
6 6.79 8. 6.0 7.0 8.0 0.07 6.8 ""7" TREE TOE.9.0.78 7. " TREE 0.67.7 " TREE.6.89.8.0 9" TREE.6.66.8.97.6 9" TREE.96.89.68 8" TREE " TREE.9.7 " TREE 9" TREE 9" TREE.7.9 9.86.8.6 8" TREE 7.89 6.7.. 7....9
Duke Street (Route 236) Over I Bridge Plan & Elevation
Duke Street (Route 236) Over I-395 - ridge Plan & Elevation ity of Alexandria Exist. sign structure supports on bridge fascia to be removed in 395 express lanes project Abutment A Sta. 102+03.02 E 41-1"
MARTIN COUNTY BOARD OF COUNTY COMMISSIONERS
MARTIN COUNTY BOARD OF COUNTY COMMISSIONERS 2401 S.E. MONTEREY ROAD STUART, FL 34996 DOUG SMITH Commissioner, District 1 ED FIELDING Commissioner, District 2 HAROLD E. JENKINS II Commissioner, District
RESIDENTIAL SWIMMING POOLS AND SPAS A GUIDE FOR HOMEOWNERS
RESIDENTIAL SWIMMING POOLS AND SPAS A GUIDE FOR HOMEOWNERS City of Redding 777 Cypress Avenue Redding CA 96001 Telephone: (530) 225-4013 FAX: (530) 225-4360 A Swimming Pool is any body of water 18 inches
Site Diary Campus Drive Relocation Project. Noboru Togawa. Presented to: Dr. Pitt Construction Site Erosion Control
Site Diary Campus Drive Relocation Project by Presented to: Dr. Pitt Construction Site Erosion Control Department of Civil, Construction, and Environmental Engineering The University of Alabama Tuscaloosa,
Chapter 23. Swimming Pools
Chapter 23 Swimming Pools Part 1 Swimming Pools 23-101. Notification in Writing Required 23-102. Purpose 23-103. Construction Permit and Approval 23-104. Pools Are to Be Surrounded by Fence or Walls 23-105.
Sediment Basin 7E-12. Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures BENEFITS.
7E-12 Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures Sediment Basin BENEFITS Flow Control Erosion Control Sediment Control Runoff Reduction Flow Diversion
CHAPTER 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
JAP Additional Information Sheet
JAP Additional Information Sheet Block 15: Purpose and Need The USACE purpose of the project is to provide a safe and reliable whitewater park for the recreational public in a city park, which will provide
Swimming Pools, Hot Tubs and Spas
OLATHE FIRE DEPARTMENT BUILDING CODES 1225 S. Hamilton Circle Olathe, KS 66061 / Main: (913) 971-7900 / Fax: (913) 971-9812 Swimming Pools, Hot Tubs and Spas Definitions: Swimming Pool- Any structure intended
LAZY RIVER 3 3 PUMP LOCATION
.0 1 TEE WITH () " RETURN NOZZLE 1 1.0 10" OR 1 SCH 0 PVC PIPE RETURN WITH ACCELERATOR NOZZLE 2 LAZY RIVER PUMP LOCATION PUMP LOCATION PRELIMINARY SITE LAYOUT AND PUMP LOCATION 1 DETERMINE CURRENT RETURN
Engineering Design Criteria & Standard Drawings
Engineering Design Criteria & Standard Drawings (January 2018) APPENDIX A STANDARD DRAWINGS Engineering Design Criteria & Standard Drawings APPENDIX A STANDARD DRAWINGS FOREWORD The Standard Drawings presented
SECTION 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
DESIGN CRITERIA DIVISION 4900 TRAFFIC SIGNALS
DESIGN CRITERIA DIVISION 4900 TRAFFIC SIGNALS 4901 GENERAL: These criteria shall be adhered to for the design of all publiclyfinanced or privately-financed traffic signal systems to be installed in the
LEGAL DESCRIPTION PARCEL 5, L.T.C. RANCH, P.U.D No. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 1, OF THE PUBLIC RECORDS, OF ST. LUCIE COUNTY, FLORIDA. THIS DOCUMENT, TOGETHER WITH
Swimming Pool Requirements
Swimming Pool Requirements 1. Definitions: Approved Safety Pool Cover. Means a manually or power-operated safety pool cover that meets all of the performance standards of the American Society for Testing
BPP / SUB
Development Services Department Project/File: Lead Agency: Site address: Millwell Place Subdivision/ BPP15-0031/ SUB15-0064 This is a preliminary plat application to allow for the development of 68 building
WESTERN PLACERVILLE INTERCHANGES PHASE 2 PROJECT CIP # 41828
WESTERN PLACERVILLE INTERCHANGES PHASE 2 PROJECT CIP # 41828 CONSTRUCTION UPDATE #17 October 9 th, 2018 Hi Everyone! This is our seventeenth update to the community regarding the Western Placerville Interchanges
List of Figures. List of Tables
City of Columbia Engineering Regulations PART 19: SPECIFICATIONS FOR FENCING MATERIALS Table of Contents Paragraph Description Page No. 19.1 General 19-1 19.2 Construction Materials 19-1 List of Figures
Revisions 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
CE 535, Spring 2002 Preliminary Design Example 1 / 6
CE 535, Spring 2002 Preliminary 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
Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)
General Info Number: PROJECT NO. 43-19-03 Description: BRIDGE DECK REPAIR AND REHABILITATION OHIO TURNPIKE RAMP OVER STATE ROUTE 420 M.P. 71.4, SOUTH BILLMAN ROAD OVER OHIO TURNPIKE M.P. 75.2, WOOD AND
RESIDENTIAL SWIMMING POOL REQUIREMENTS
CITY OF GRANDVIEW / BUILDING SERVICES 1200 MAIN STREET, GRANDVIEW, MO 64030 PHONE: (816) 316-4817 FAX: (816) 316-4809 WWW.GRANDVIEW.ORG RESIDENTIAL SWIMMING POOL REQUIREMENTS Community Development Department
CITY OF ROHNERT PARK CITY COUNCIL AGENDA REPORT
Meeting Date: May 10, 2016 Department: Submitted By: Prepared By: Agenda Title: Mission Statement We Care for Our Residents by Working Together to Build a Better Community for Today and Tomorrow. CITY
Lake Waterford Community Association Meeting. November 15, 2016
Lake Waterford Community Association Meeting November 15, 2016 Introduction Staff Introduction Project Overviews - Completed Projects - Pavement Management Program - Pasadena Road Sidewalk Improvements
Replace sanitary manhole casting (CITY to furnish casting); complete as specified Each $ $23,600.00
30) Wood Sewer & Excavating, Inc. E9238 County Road X New London, WI 54961 Quantity Unit Price Extension Section 1: Sanitary Manhole Rebilitation $581,301.80 100 Replace sanitary manhole casting (CITY
PROPOSAL. PROPOSAL OF, a corporation a
PROPOSAL PROPOSAL OF, a corporation a partnership consisting of and an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instruction and Invitations to Bidders, the undersigned
ADA 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
BYLAW NUMBER
THE CORPORATION OF THE TOWN OF MONO BYLAW NUMBER 2011-46 BEING A BYLAW RELATING TO FENCES ENCLOSING PRIVATELEY OWNED OUTDOOR SWIMMING POOLS WHEREAS section 210, paragraph 30 of the Municipal Act (R.S.O.
City of Regina Standard Construction Specifications APPROVED PRODUCTS LIST
Standard Construction Specifications APPROVED PRODUCTS LIST Requests for alternate products may be submitted to: Development Services City Planning and Development Division Queen Elizabeth II Court 2476
ENGINEERING 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
Bristol Township Zoning Commission
1. Chairman Weeks called the meeting to order at 7:00 PM. 2. The Pledge of Allegiance 3. Roll Call Members Present Ken Weeks Tim Pleso Charles McMonagle Carol Bowlin Members absent Christopher Fagan 4.
CHAPTER 5 CULVERT DESIGN
CHAPTER 5 CULVERT DESIGN HYDRAULICS OF CULVERTS There are two major types of culvert flow: 1) flow with inlet control, and 2) flow with outlet control. For each type, different factors and formulas are
Sept 23, 2014 LAB MANUAL
Sept 23, 2014 LAB MANUAL 1000.0 1000 STANDARD PRACTICES 1000.1 CALCULATIONS and FORMS Throughout this manual there are test calculation procedures. These calculations are provided so that a technician
Route 47 (North Main Street) Reconstruction
TOWN OF SUNDERLAND Route 47 (North Main Street) Reconstruction Presented by Lou Rabito, P.E. Presented to Town of Sunderland June 11, 2018 Project Overview MassDOT Project No. 607245 Resurfacing and Related
SR 44 from US 441 / SR 500 to SR 44 / Orange Ave.
SR 44 from US 441 / SR 500 to SR 44 / Orange Ave. Financial Project ID: 409870-1-52-01 LAKE COUNTY DESIGN ALTERNATIVE STUDY FOR MULTI-USE PATH Prepared for: FLORIDA DEPARTMENT OF TRANSPORTATION District
Paul 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,
Fiber Optic Lighted Bubbler Spillway Pot (DLP-45) Installation Manual
Fiber Optic Lighted Bubbler Spillway Pot (DLP-45) Installation Manual 27.75 23.75 25.50 20.75 Specifications: 8-13 GPM 100 strand fiber - Bubbler 75 strand fiber - Spillway Light Bar 45 ft. fiber tail
Evaluating Surge Potential in CSO Tunnels
14 Evaluating Surge Potential in CSO Tunnels Karen E. Ridgway Tunnels are being proposed to control combined sewer overflow (CSO) in numerous cities in the United States and Canada. The tunnels are intended
FINDLAY TOWNSHIP BUILDING INSPECTION DEPT
Page 1 of 7 FINDLAY TOWNSHIP BUILDING INSPECTION DEPT. RESIDENTIAL SWIMMING POOLS Permit application submittal requirements (As per the 2009 International Residential Code) NOTE: A building permit is required
ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE PROJECT MANAGER AND ENGINEERING LEAD INDIAN HILL SENIOR LIFESTYLE CENTER YONKERS, NY
ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE JULI A LANGEIS ANTHONY FITZGERALD OSVALDO ZEQO TYLER ALBERT TITLE PROJECT MANAGER AND ENGINEERING LEAD PROJECT ENGINEER AND SITE PLANNNG PROJECT ENGINEER
$ Plan Review Fee when Permit Application is submitted HOT TUBS AND SPAS BUILDING PERMIT APPLICATION. COST: $80.
Community Development 1050 W Romeo Rd, Romeoville, IL 60446-1530 (815) 886-7200 Fax #: (815) 886-2724 Email: buildinginspections@romeoville.org HOT TUBS AND SPAS BUILDING PERMIT APPLICATION Application
GENTILE GLAS HOLLOWAY O 'MAHONEY&Associates, tnc.
Landscape Architects Planners Environmental Consultants GENTILE GLAS HOLLOWAY O 'MAHONEY&Associates, tnc. LCOOOOI, Cf'Org~ G. Ctontilf' f -\SlA M. 1 f O ) Hollo\uy o\sla Emily M. O ' M.) ASlA
CONTRACT 6 WATER SYSTEM CONSTRUCTION EASTHAM, MASSACHUSETTS GENERAL NOTES AND LEGEND. MARK DATE DESCRIPTION Approved by 1"=40' Scale FOR REVIEW
Drawing file: I:\Eastham.217\Phase 1 - Eastham Water System\217-1401.06 Contract 6 Phase I WM\01 CAD\06 CONTRACT WATER DESIGN I.dwg Plot : Nov 13,2014-8:24am. GENERAL NOTES AND LEGEND Drawing file: I:\Eastham.217\Phase
REGIONAL CATALOG: NORTH & SOUTH CAROLINA
REGIONAL CATALOG: NORTH & SOUTH CAROLINA Thank you for your interest in US Foundry Products. This Regional Catalog has been developed to show the most commonly used and specified Municipal Castings for
September 2008 REVISIONS (1) SYMMETRICAL VERTICAL CURVE EQUATIONS 12.5(12) VERTICAL CURVE COMPUTATIONS 12.5(14) TURNING LANE LENGTHS 15.
September 2008 REVISIONS (1) CHAPTER 12 VERTICAL ALIGNMENTS SYMMETRICAL VERTICAL CURVE EQUATIONS 12.5(12) VERTICAL CURVE COMPUTATIONS 12.5(14) CHAPTER 15 INTERSECTIONS TURNING LANE LENGTHS 15.5(10) CHAPTER
City of Crystal Lake Community Development Department
City of Crystal Lake Community Development Department 100 W. Woodstock Street Crystal Lake, IL 60014 www.crystallake.org Phone (815) 356-3605 Fax (815) 479-1647 building@crystallake.org STORABLE ABOVE
City/ Town: Route: Intersection Name; Street Names:
City/ Town: Route: Intersection Name; Street Names: RAMP AND LEVEL LANDING Blank Identify Ramp Type (From Sketches If not identifiable, sketch Ramp.) 2 Is vertical curb blocking path of travel (Y/N) If
DESIGN OF AXIALLY LOADED STEPPED FOOTING DATA :- SBC of soil =200 KN /m 2 Concrete Mix =M20 Steel Grade = Fe 415 Clear cover of bottom slab =50 mm
STEPPED FOOTING The construction of sloped footing is sometimes difficult and when the slope of the top face of footing is more, say more than 1 vertically to 3 horizontally, it may be difficult to finish
Washington State Fish Passage Barrier Removal Projects. Casey Kramer, PE WSDOT State Hydraulics Engineer
Washington State Fish Passage Barrier Removal Projects Casey Kramer, PE WSDOT State Hydraulics Engineer 2014 National Hydraulic Engineering Conference Iowa City, IA August 20 th, 2014 WSDOT Fish Passage
Buoyancy Control Calculated Cost Allowance for 1 Year Study Cost Estimate
Prepared for Millennium Project Revision A 21 March 2005 by Greg Lamberson Record of Revisions Prepared Rev Date Description By A 21 Mar 05 Buoyancy Control Study Report FGL Checked By Client Accept Approved
PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT FLUSHING REPORT
FLUSHING REPORT Project Name: : of Record: Date of Inspection: Date Gallons Minutes Gallons Location of Test Per Minute Flushed Flushed Number of pigs used:. Total Gallons Flushed Number of pigs retreived:.
CURB 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%
SWIMMING POOL, SPA, & HOT TUB GUIDELINES
SWIMMING POOL, SPA, & HOT TUB GUIDELINES A. Adopted construction codes and installation requirements 1. 2015 edition of the International Residential Code and Appendix Q, 2. 2014 edition of the National
Exercise (4): Open Channel Flow - Gradually Varied Flow
Exercise (4): Open Channel Flow - Gradually Varied Flow 1) A wide channel consists of three long reaches and has two gates located midway of the first and last reaches. The bed slopes for the three reaches
STANDARD OPERATING PROCEDURES
SOP#C-10 SPILL RESPONSE DATE ISSUED: 11/15/2013 DATE REVISED: WASTEWATER DIVISION APPROVED BY: Robert Englent 1) PURPOSE: The City responds to SSOs and other sewer emergencies according to the SSO Response