CITY OF MEMPHIS, TENNESSEE

Size: px
Start display at page:

Download "CITY OF MEMPHIS, TENNESSEE"

Transcription

1 CITY OF MEMPHIS, TENNESSEE SEWER ASSESSMENT & REHABILITATION PROGRAM (SAR OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERS ELVIS PRESLEY BLVD. 240 JACKSON AVE. LAMAR AVE SUMMER AVE. MEMPHIS POPLAR AVE. MILLINGTON PAUL BARRETT PKWY. 240 BARTLETT BILL MORRIS PKWY. AUSTIN PEAY HWY. GERMANTOWN ARLINGTON LAKELAND COLLIERVILLE 72 SARP10 PROJECT NO: DATE: 01/03/2019 SHEET NO SHEET LIST TABLE SHEET TITLE COVER OVERALL SEWER PLAN NOTES AND TABLES SEWER PLAN SEWER PLAN SEWER PLAN 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 0+00 TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO " LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE TO LATERALS A & B PLAN & PROFILES SEWER DETAILS SIPHON STRUCTURE 1 SIPHON STRUCTURE 1 TYPICAL WALL REBARS & DETAILS SIPHON STRUCTURE 2 SIPHON STRUCTURE 2 SPECIAL STRUCTURE 1 SPECIAL STRUCTURE 1 STRUCTURE ABANDONMENT PLAN (1 OF 4) STRUCTURE ABANDONMENT PLAN (2 OF 4) STRUCTURE ABANDONMENT PLAN (3 OF 4) STRUCTURE ABANDONMENT PLAN (4 OF 4) EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL DETAILS TRAFFIC CONTROL PLAN

2 GRAPHIC SCALE ( IN FEET ) inch = 400ft. OVERALL SEWER PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

3 GENERAL NOTES SEWER PIPE DATA SEWER STRUCTURE DATA DESIGN INFO PIPE LENGTH PIPE DIA. (IN) (FT) QD (CFS) QC (CFS) VEL. (FPS) HDPE (DR11) LO LO LO LO LO LO A S LO LO B S LO LO C S LO LO S MAT'L SLOPE (%) LO LO LO LO S LO LO S AREA (AC.) AS-BUILT PIPE LENGTH SLOPE (FT) (%) DESIGN INFO AREA (AC.) STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) 3.30 LO SPECIAL STRUCTURE - CAST IN PLACE DOGHOUSE 18.5'X23.75' LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO SIPHON STRUCTURE 1 - CONC. CAST IN PLACE 15'X17' HDPE (DR11) LO DS 36" SBAS - PRE-CAST 72" HDPE (DR11) DS 22" SBAS - PRE-CAST 60" HDPE (DR11) LO N/A LO DS 34" SBAS - PRE-CAST 72" HDPE (DR11) N/A LO US 36" SBAS - PRE-CAST 72" HDPE (DR11) N/A LO US 22" SBAS - PRE-CAST 60" 4.95 LO US 34" SBAS - PRE-CAST 72" HDPE (DR11) LO LO HDPE (DR11) LO SIPHON STRUCTURE 2 - CONC. CAST IN PLACE 15'X17' LO HDPE (DR11) LO G MORTAR TEE W/ RISER 54" TEE LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO G MORTAR TEE W/ RISER 54" TEE LO S LO LO LO PRE-CAST 96" LO S LO LO LO PRE-CAST 96" LO S LO LO LO G MORTAR TEE W/ RISER 96" LO S LO LO LO PRE-CAST 96" LO S LO LO LO PRE-CAST 48" N/A LO S LO LO LO PRE-CAST 48" N/A LO S LO LO PVC 1.00 N/A LO PRE-CAST 48" N/A LO S LO LO PVC 1.00 N/A LO S LO LO PVC 1.00 N/A PIPE NO. FROM STR. STR STATION INVERT TO STR. STR STATION INVERT LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO S LO LO S LO LO S FROM STR. TO STR. QC (CFS) AS-BUILT QD (CFS) RIM ELEV. NOTES AND TABLES OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER:SARP10 ENGINEER:FISHER & ARNOLD, INC.

4 GRAPHIC SCALE ( IN FEET ) inch = 100ft. SEWER STRUCTURE DATA TABLE (1 OF 3) DESIGN INFO STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) LO SPECIAL STRUCTURE - CAST IN PLACE DOGHOUSE 18.5'X23.75' LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO SIPHON STRUCTURE 1 - CONC. CAST IN PLACE 15'X17' LO DS 36" SBAS - PRE-CAST 72" 22.5 LO DS 22" SBAS - PRE-CAST 60" 4.95 LO DS 34" SBAS - PRE-CAST 72" LO US 36" SBAS - PRE-CAST 72" 22.5 LO US 22" SBAS - PRE-CAST 60" 4.95 LO US 34" SBAS - PRE-CAST 72" LO SIPHON STRUCTURE 2 - CONC. CAST IN PLACE 15'X17' LO G MORTAR TEE W/ RISER 54" TEE AREA (AC.) QD (CFS) AS-BUILT RIM ELEV. SEWER PIPE DATA TABLE (1 OF 3) PIPE NO. FROM STR. STR STATION DESIGN INFO INVERT TO STR. STR STATION INVERT PIPE LENGTH (FT) LO S LO LO LO S LO LO LO S LO LO LO S LO LO PIPE DIA. (IN) MAT'L SLOPE (%) AREA (AC.) QD (CFS) QC (CFS) VEL. (FPS) FROM STR. TO STR. AS-BUILT PIPE LENGTH (FT) SLOPE (%) QC (CFS) LO S LO LO HDPE (DR11) LO S LO LO HDPE (DR11) LO S LO LO HDPE (DR11) LO S LO LO HDPE (DR11) N/A LO S LO LO HDPE (DR11) N/A LO S LO LO HDPE (DR11) N/A LO A S LO LO HDPE (DR11) LO B S LO LO HDPE (DR11) LO C S LO LO HDPE (DR11) LO S LO LO LO S LO LO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC. SEWER PLAN

5 GRAPHIC SCALE ( IN FEET ) inch = 100ft. SEWER STRUCTURE DATA TABLE (2 OF 3) DESIGN INFO STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) AREA (AC.) QD (CFS) LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE AS-BUILT RIM ELEV. SEWER PIPE DATA TABLE (2 OF 3) PIPE NO. FROM STR. STR STATION DESIGN INFO INVERT TO STR. STR STATION INVERT PIPE LENGTH (FT) LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO PIPE DIA. (IN) MAT'L SLOPE (%) AREA (AC.) QD (CFS) QC (CFS) VEL. (FPS) FROM STR. TO STR. AS-BUILT PIPE LENGTH (FT) SLOPE (%) QC (CFS) OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC. SEWER PLAN

6 GRAPHIC SCALE ( IN FEET ) inch = 100 ft. SEWER STRUCTURE DATA TABLE (3 OF 3) DESIGN INFO AS-BUILT AREA (AC.) STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO G MORTAR TEE W/ RISER 54" TEE LO PRE-CAST 96" LO PRE-CAST 96" LO G MORTAR TEE W/ RISER 96" LO PRE-CAST 96" LO PRE-CAST 48" N/A LO PRE-CAST 48" N/A LO PRE-CAST 48" N/A QD (CFS) RIM ELEV. SEWER PIPE DATA TABLE (3 OF 3) DESIGN INFO PIPE NO. FROM STR. STR STATION INVERT TO STR. STR STATION INVERT PIPE LENGTH (FT) PIPE DIA. (IN) MAT'L SLOPE (%) LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO LO S LO LO S LO LO S LO LO S LO S AREA (AC.) QD (CFS) QC (CFS) VEL. (FPS) LO LO LO PVC 1.00 N/A LO LO PVC 1.00 N/A LO LO PVC 1.00 N/A FROM STR. TO STR. AS-BUILT PIPE LENGTH (FT) SLOPE (%) QC (CFS) SEWER PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER:SARP10 ENGINEER:FISHER & ARNOLD, INC.

7 MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

8 MATCHLINE STA MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

9 MATCHLINE STA MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

10 MATCHLINE STA MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

11 MATCHLINE STA MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

12 GRAPHIC SCALE ( IN FEET ) MATCHLINE STA MATCHLINE STA inch = 50 ft. 54" LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

13 MATCHLINE STA MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

14 MATCHLINE STA MATCHLINE STA GRAPHIC SCALE ( IN FEET ) inch = 50 ft " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

15 GRAPHIC SCALE ( IN FEET ) inch = 50 ft. MATCHLINE STA " LOOSAHATCHIE INTERCEPTOR STA TO OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

16 GRAPHIC SCALE ( IN FEET ) inch = 50 ft. LATERAL A - PLAN VIEW LATERAL B - PLAN VIEW LATERAL SERVICE LINES A & B PLAN & PROFILES LATERAL A - PROFILE VIEW LATERAL B - PROFILE VIEW OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

17 CONCRETE ENCASEMENT NOT TO SCALE SMALL DIA. BEDDING DETAIL (UNDER 36") NOT TO SCALE LARGE DIA. PIPE BEDDING DETAIL (36" & LARGER) NOT TO SCALE ABANDONED MANHOLE NOT TO SCALE NO. 7 MANHOLE RIM AND COVER NOT TO SCALE TOP VIEW FULLY DEVELOP INVERTS FOR ALL PIPE SEWER DETAILS TYPICAL SANITARY SEWER MANHOLE DETAIL NOT TO SCALE INSIDE DROP NOT TO SCALE OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

18 1 PLAN VIEW - LAYOUT DIMENSIONS BASE SLAB & WALL REBAR PLAN 2 3/8" = 1'-0" 3/8" = 1'-0" S 1 SIPHON STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 TOP SLAB PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0"

19 1 SECTION 2 SECTION 1/2" = 1'-0" 1/2" = 1'-0" S 2 SIPHON STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 BOTTOM MAT REBAR PLAN 4 TOP MAT REBAR PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0" 3/8" = 1'-0"

20 1 TYPICAL I.F. WALL REBAR ELEV. 1/2" = 1'-0" 2 TYPICAL O.F. WALL REBAR ELEV. 1/2" = 1'-0" 4 TYPICAL KEY DETAIL AT TOP SLAB & WALL N.T.S 5 ACCESS M/H/ ANCHOR DETAIL 1 1/2" = 1'-0" 6 TYPICAL CONCRETE CORNER REINF. DETAIL N.T.S S 3 3 TYPICAL UPTURN KEY DETAIL AT BOTTOM SLAB & WALL N.T.S TYPICAL WALL REBARS & DETAILS 54" LOOSAHATCHIE INTERCEPTOR LOOSAHATCHIE SEWER DIVERSION

21 BASE SLAB & WALL REBAR PLAN 2 3/8" = 1'-0" 1 PLAN VIEW - LAYOUT DIMENSIONS 3/8" = 1'-0" S 4 SIPHON STRUCTURE 2 54" LOOSAHATCHIE INTERCEPTOR 3 TOP SLAB PLAN 3/8" = 1'-0" LOOSAHATCHIE SEWER DIVERSION

22 1 SECTION 2 SECTION 1/2" = 1'-0" 1/2" = 1'-0" S 5 SIPHON STRUCTURE 2 54" LOOSAHATCHIE INTERCEPTOR 3 BOTTOM MAT REBAR PLAN 4 TOP MAT REBAR PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0" 3/8" = 1'-0"

23 BASE SLAB & WALL REBAR PLAN 1 PLAN VIEW - LAYOUT DIMENSIONS 2 3/8" = 1'-0" 3/8" = 1'-0" S 6 SPECIAL STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 TOP SLAB PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0"

24 1 SECTION 1/2" = 1'-0" S 7 SPECIAL STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 BOTTOM MAT REBAR PLAN 4 TOP MAT REBAR PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0" 3/8" = 1'-0"

25 MATCHLINE: SEE SHEET 2 GRAPHIC SCALE ( IN FEET ) inch = 100ft. OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

26 MATCHLINE: SEE SHEET 3 GRAPHIC SCALE ( IN FEET ) inch = 100ft. OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN MATCHLINE: SEE SHEET 1 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

27 MATCHLINE: SEE SHEET 4 MATCHLINE: SEE SHEET 2 GRAPHIC SCALE ( IN FEET ) inch = 100ft. 400 OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

28 MATCHLINE: SEE SHEET 3 GRAPHIC SCALE ( IN FEET ) inch = 100ft. OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53 VEGETATION SCHEDULE ZONE POORLY DRAINED SOILS BEST MARGINAL FEB 1 - MAR 20 SEPT 1 - SEPT 30 MAR 20 - APR 30 SEPT 30 - OCT 31 PREFERRED RATE/MIX (lb/ac PLC) 15 BROWNTOP MILLET* (NURSE CROP) 2 SWITCH GRASS 4 LITTLE BLUESTREAM 4 VIRGINIA WILD RYE 4 PURPLETOP 2 PARTRIDGE PEA APR 1 - JULY 15 REGION 1 WELL DRAINED SOILS 2 BLACK-EYED SUSAN 15 BROWNTOP MILLET* (NURSE CROP) 4 LITTLE BLUESTREAM 2 SIDEOATS GRAMMA 4 PURPLETOP 2 PARTRIDGE PEA HIGH MAINTENANCE APR 1 - JULY 15 2 BLACK-EYED SUSAN 15 BROWNTOP MILLET* (NURSE CROP) 2 PARTRIDGE PEA 45 RED FESCUE* 45 HARD FESCUE* 25 CHEWING FESCUE* *NON-NATIVE BUT DO NOT SPREAD ROCK CHECK DAM - VEE (TDEC 7.20) NOT TO SCALE FINAL STABILIZATION CONSTRUCTION EXIT (TDEC BMP 7.28) NOT TO SCALE NOT TO SCALE SLOPE PROTECTION TYPICAL SECTION NOT TO SCALE EROSION CONTROL DETAILS SILT FENCE (TDEC BMP 7.34) NOT TO SCALE OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER:SARP10 ENGINEER:FISHER & ARNOLD, INC.

54 GRAPHIC SCALE ( IN FEET ) inch = 500ft. GRAPHIC SCALE ( IN FEET ) inch = 50 ft. TRAFFIC CONTROL PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

January 25, Franklin Pasture Sanitary Sewer Cure-In-Place Pipe Lining Bid No Bid Date: 2/7/17 ADDENDUM NO 1

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

More information

CITY OF SALEM DEPARTMENT OF PUBLIC WORKS STANDARD DRAWINGS TABLE OF CONTENTS

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

More information

Sediment Basin 7E-12. Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures BENEFITS.

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

More information

LAZY RIVER 3 3 PUMP LOCATION

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

More information

ENGINEERING FIRM OF RECORD COMPANY REPRESENTATIVE PROJECT MANAGER AND ENGINEERING LEAD INDIAN HILL SENIOR LIFESTYLE CENTER YONKERS, NY

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

More information

GENERAL LEGEND 12"CMP

GENERAL LEGEND 12CMP PLANS FOR X-REFS: west branch_ci FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\A.1 COVER PLOTTED: Monday, July 23, 212 2:44:13 PM OLIPHANT STREET

More information

INFILTRATION PRACTICE MAINTENANCE INSPECTION FORM

INFILTRATION PRACTICE MAINTENANCE INSPECTION FORM Facility Number: Date: Time: Subdivision Name: Watershed: Weather: Inspector(s): Date of Last Rainfall: Amount: Inches Streets: Mapbook Location: GPS Coordinates: Property Classification: Residential 9

More information

2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS

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

More information

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam.

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam. Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category

More information

Clear Creek Business Park Highway 51 at I-485, Charlotte, NC

Clear Creek Business Park Highway 51 at I-485, Charlotte, NC Office - Warehouse Space for Lease Office/Warehouse for Lease For Lease 4,800 SF -,000 SF available for lease Available 2nd Quarter 2019 Drive-in and dock high doors available in each bay Clear Height:

More information

APPENDIX C VEGETATED EMERGENCY SPILLWAY. VERSION 1.0 March 1, 2011

APPENDIX C VEGETATED EMERGENCY SPILLWAY. VERSION 1.0 March 1, 2011 APPENDIX C VEGETATED EMERGENCY SPILLWAY VERSION 1.0 March 1, 2011 [NOTE: Could use a better photo more clearly showing the emergency spillway in the context of the dam.] SECTION C-1: DESCRIPTION OF PRACTICE

More information

TABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION C RT BIKE THROUGH ARROW 1

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

More information

Indiana LTAP Road Scholar Core Course #10 Culvert Drainage. Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd.

Indiana LTAP Road Scholar Core Course #10 Culvert Drainage. Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd. Indiana LTAP Road Scholar Core Course #10 Culvert Drainage Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd. Objectives Review culvert shapes, end sections, and materials

More information

Chapter 11. Culverts and Bridges Design Checklist for Culvert Design

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

More information

Sewer. Contents. Stormwater: Box Culverts. Manhole Bases...2 Access Chambers...3 Make Up Rings...4 Covers...6 Septic...10 Sewer Sundries...

Sewer. Contents. Stormwater: Box Culverts. Manhole Bases...2 Access Chambers...3 Make Up Rings...4 Covers...6 Septic...10 Sewer Sundries... Stormwater: Box Culverts Sewer Contents Manhole Bases...2 Access Chambers...3 Make Up Rings...4 Covers...6 Septic...10 Sewer Sundries...12 3 1 Sewer: Manhole Bases Sewer: Manhole Bases Manhole Bases Access

More information

PowerDrain Section S100K/S200K/S300K ACO DRAIN. Introduction Pgs 1-13 Selecting the right product

PowerDrain Section S100K/S200K/S300K ACO DRAIN.   Introduction Pgs 1-13 Selecting the right product 1 Introduction Pgs 1-13 Selecting the right product KlassikDrain Pgs 14-33, 54-61 General purpose trench drain Part 1 - K100, K50 & Bricklslot KlassikDrain Pgs 34-53 General purpose trench drain Part 2

More information

22. Specialty Valves.

22. Specialty Valves. 22. Specialty Valves. a. Types of Specialty Valves. 1) Use of the following specialty valves is covered in this section: Altitude Valve, Pressure Reducing Valve, Pressure Relief Valve, Swing Check Valve,

More information

CITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS

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

More information

Perched Box Caisson Overview. January 2014

Perched Box Caisson Overview. January 2014 Perched Box Caisson Overview January 2014 Why perched box caissons? Perched box caissons are used to construct the portion of the river piers that will support the steel arch spans Construction can occur

More information

Evaluating Surge Potential in CSO Tunnels

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

More information

Sewer. Contents. Stormwater: Box Culverts. Manhole Bases...2 Access Chambers...3 Make Up Rings...4 Covers...6 Septic...10 Sewer Sundries...

Sewer. Contents. Stormwater: Box Culverts. Manhole Bases...2 Access Chambers...3 Make Up Rings...4 Covers...6 Septic...10 Sewer Sundries... Stormwater: Box Culverts Sewer Contents Manhole Bases...2 Access Chambers...3 Make Up Rings...4 Covers...6 Septic...10 Sewer Sundries...12 September, 2018 3 1 Sewer: Manhole Bases Manhole Bases CODE NAME

More information

GENERAL NOTES N Crop Boundary

GENERAL NOTES N Crop Boundary 27. 27.31.53..09.44.46.22.24.11 845250N 27.99.09..32.41.41.26.12 27.84.24.18.36..27 27.92 27.77 27.81.10.12.61.47.43.12.05.03.05.11.07 27.96 27.69 27.69 27.97 27.91 27.62.17 27.86 27.61 27. 27.52 27.87

More information

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:.. 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

More information

SAWS QA/QC CHECKLIST WATER ADJUSTMENT/RELOCATION PROJECTS

SAWS QA/QC CHECKLIST WATER ADJUSTMENT/RELOCATION PROJECTS SAWS QA/QC CHECKLIST WATER ADJUSTMENT/RELOCATION PROJECTS Project Name: SAWS Water Job No.: CSJ No. (if applicable): Date: AWS Consultant: PROJECT INFORMATION N/A Yes No Joint Bid (COSA/TxDOT) N/A Yes

More information

CE 535, Spring 2002 Preliminary Design Example 1 / 6

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

More information

-FRU FREEZE RESISTANT WATER VALVE COOLERS SYSTEM

-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

More information

KlassikDrain Section K200/K300 ACO DRAIN. Introduction Pgs 1-13 Selecting the right product

KlassikDrain Section K200/K300 ACO DRAIN.  Introduction Pgs 1-13 Selecting the right product AO DRAIN Introduction Pgs - Selecting the right product KlassikDrain Pgs 4-, 54-6 General purpose trench drain Part - K00, K50 & Bricklslot KlassikDrain Pgs 4-5 General purpose trench drain Part - K00/K00

More information

Earthen Embankments. turning into larger, more costly repairs. The following. The State Dam Safety Program has inspection

Earthen Embankments. turning into larger, more costly repairs. The following. The State Dam Safety Program has inspection TOPIC: COMMON PROBLEMS FOR SMALL DAMS WITH CONCRETE CHANNEL SPILLWAYS The State Dam Safety Program has inspection requirements for state regulated dams. A dam, like any man-made structure, will change

More information

Stormwater Management Report for the Macri Dixon Condo Block

Stormwater Management Report for the Macri Dixon Condo Block for the Macri Dixon Condo Block Town of Milton February 2017 JFSA Ref. No.: 1287-15 Prepared for : Prepared by : David Schaeffer Engineering Ltd. 52 Springbrook Drive, Ottawa, ON K2S 1B9 tel.: 613.836.3884,

More information

T T 0809-364-0413-8 JOHNSTON, DANIEL & SHARON 2202 BRENTW OOD PKW Y T T drive OD DR HKE HERRITZ N 8 walk walk walk walk 128.2 BRENTWOOD, MONTEREY, TRAILSWAY SHEET NO. & WYLDEWOOD 2013 - PROJECT NO. 53W1542

More information

Bridge Design Preliminary Bridge Design Example 1 / 6 Spring 2012 updated 1/27/2012

Bridge Design Preliminary Bridge Design Example 1 / 6 Spring 2012 updated 1/27/2012 Bridge Design Preliminary Bridge Design Example 1 / 6 Perform a preliminary design for a bridge on a state highway over a large creek in rural Alabama. Produce a construction layout drawing showing profile

More information

San Antonio Creek Spreading Grounds Rehabilitation Project Ojai Valley, CA

San Antonio Creek Spreading Grounds Rehabilitation Project Ojai Valley, CA Ventura County Watershed Protection District San Antonio Creek Spreading Grounds Rehabilitation Project Ojai Valley, CA Presentation to Ventura River Watershed Council Project Funding Proposition 50 Integrated

More information

As temporary grade control facilities along waterways until final stabilization is established.

As temporary grade control facilities along waterways until final stabilization is established. Check Dams (CD) EC-12 Description Check dams are temporary grade control structures placed in drainage channels to limit the erosivity of stormwater by reducing flow velocity. Check dams are typically

More information

R-3501-E2 R-3501-H4. R-3501-HL Mountable Curb Frame, Grate

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

More information

Lecture 10 : Sewer Appurtenances

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

More information

Bentgrass sod to damaged areas from April 29-May 7, #1 Fairway Irrigation Pond Culvert Drainage. July 29-30, 2014

Bentgrass sod to damaged areas from April 29-May 7, #1 Fairway Irrigation Pond Culvert Drainage. July 29-30, 2014 Bentgrass sod to damaged areas from 2013 April 29-May 7, 2014 Stripped bare areas and transported 800 ft2 from nursery green to holes #9/2/3/5 and 12. #1 Fairway Irrigation Pond Culvert Drainage July 29-30,

More information

Culvert Design for Low and High Gradient Streams in the Midwest. Dale Higgins, Hydrologist Chequamegon-Nicolet National Forest

Culvert Design for Low and High Gradient Streams in the Midwest. Dale Higgins, Hydrologist Chequamegon-Nicolet National Forest Culvert Design for Low and High Gradient Streams in the Midwest Dale Higgins, Hydrologist Chequamegon-Nicolet National Forest Overview Culvert Design Considerations Hydraulic Terms Culvert Impacts Low

More information

The following documentation is an electronicallysubmitted vendor response to an advertised solicitation from the West Virginia Purchasing Bulletin

The following documentation is an electronicallysubmitted vendor response to an advertised solicitation from the West Virginia Purchasing Bulletin The following documentation is an electronicallysubmitted vendor response to an advertised solicitation from the West Virginia Purchasing Bulletin within the Vendor Self Service portal at wvoasis.gov.

More information

Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC

Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC Assessment of Soil Erosion at a DC Park Facility Spring Valley Park NW Washington, DC Annual Progress Report for FY 2004 Prepared by: Principal Investigators: Inder Bhambri, Ph.D., PE Philip Brach, Ph.D.,

More information

The Company With Connections

The Company With Connections SECONDARY INVERT FORMING SYSTEM TRU-CONTOUR The Company With Connections TRU-CONTOUR The Tru-Contour standard system allows for 2/3 invert depth and is compatible with a variety of flexible pipe to manhole

More information

Step 1. PLANNING FOR THE INSTALLATION TOOLS REQUIRED

Step 1. PLANNING FOR THE INSTALLATION TOOLS REQUIRED Installation Guide Fiji Step 1. PLANNING FOR THE INSTALLATION TOOLS REQUIRED In planning for the installation of a new Viking pool, there are many important considerations that must be evaluated in order

More information

Fish Passage Planning and Design

Fish Passage Planning and Design Fish Passage Planning and Design Culvert Fishway Planning and Design Guidelines Part I Design Drawings for Fishway Projects Ross Kapitzke James Cook University School of Engineering and Physical Sciences

More information

APPLICATION FOR A PERMIT TO CONSTRUCT OR ALTER A PUBLIC SWIMMING POOL, SPA POOL, WADING POOL OR FOUNTAIN

APPLICATION FOR A PERMIT TO CONSTRUCT OR ALTER A PUBLIC SWIMMING POOL, SPA POOL, WADING POOL OR FOUNTAIN CLACKAMAS COUNTY COMMUNITY HEALTH DIVISION ENVIRONMENT & HEALTH SERVICES APPLICATION FOR A PERMIT TO CONSTRUCT OR ALTER A PUBLIC SWIMMING POOL, SPA POOL, WADING POOL OR FOUNTAIN APPLICATION IS HEREBY MADE

More information

CLEANING, INSPECTION, AND TESTING OF SEWERS

CLEANING, INSPECTION, AND TESTING OF SEWERS CLEANING, INSPECTION, AND TESTING OF SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Cleaning, Inspecting, and Testing Sanitary Sewers B. Cleaning, Inspecting, and Testing Storm Sewers C. Cleaning and

More information

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

More information

Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update

Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update June 2016 US Army Corps of Engineers Project Purpose Three specific damage mechanisms of coastal

More information

TECHNICAL MEMORANDUM 002 EMORANNO. 001

TECHNICAL MEMORANDUM 002 EMORANNO. 001 TECHNICAL MEMORANDUM 002 EMORANNO. 001 To: Jack Synder, P.E. EES Consulting From: Mort McMillen, P.E. Paul Larson, SE Date: October 13, 2010 Project: Cc: Taylor Bowen Subject: Technical Memorandum (TM)

More information

Introduction to Design and Maintenance Considerations for SNOUT Stormwater Quality Systems

Introduction to Design and Maintenance Considerations for SNOUT Stormwater Quality Systems Introduction to Design and Maintenance Considerations for SNOUT Stormwater Quality Systems Background: The SNOUT system from Best Management Products, Inc. (BMP, Inc.) is based on a vented hood that can

More information

ROCKDALE COUNTY NEW SWIMMING POOL PLAN REVIEW

ROCKDALE COUNTY NEW SWIMMING POOL PLAN REVIEW ROCKDALE COUNTY NEW SWIMMING POOL PLAN REVIEW Pool Name: Address: Contractor: Phone: Number of Pools Applied for: The following is a list of facility requirements for opening a public pool. Read each requirement

More information

FOR RELEASE: FRIDAY, MARCH 30 AT 5 AM

FOR RELEASE: FRIDAY, MARCH 30 AT 5 AM Interviews with 1,014 adult Americans conducted by telephone by ORC International on March 24-25, 2012. The margin of sampling error for results based on the total sample is plus or minus 3 percentage

More information

JAP Additional Information Sheet

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

More information

Consult with manufacturers concerning permeation of the pipe walls, jointing materials, valve seats, etc.

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

More information

Water Storage for Agriculture

Water Storage for Agriculture Water Storage for Agriculture Ted van der Gulik, P.Eng. Partnership for Water Sustainability in BC Water Storage Options Dam! usually constructed within a watercourse! must follow the dam safety regulation!

More information

Components of a Barrage

Components of a Barrage Components of a Barrage Definition The only difference between a weir and a barrage is of gates, that is the flow in barrage is regulated by gates and that in weirs, by its crest height. Barrages are costlier

More information

SR 44 from US 441 / SR 500 to SR 44 / Orange Ave.

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

More information

SLEEVE AND COLLAR MOUNT FREESTALLS

SLEEVE AND COLLAR MOUNT FREESTALLS SLEEVE AND COLLAR MOUNT FREESTALLS FREESTALLS-1 FEATURES Hot dipped galvanized or pre-galvanized loop option. Heavy galvanized 3 1/2 post Easy installation Adjustable height Cow friendly loop profile to

More information

Agpro. Flush Valves TECHNICAL DATA / SPECIFICATIONS / APPLICATION GUIDE

Agpro. Flush Valves TECHNICAL DATA / SPECIFICATIONS / APPLICATION GUIDE TECHNICAL DATA / SPECIFICATIONS / APPLICATION GUIDE www.agprousa.com Over 20 types to satisfy all your flushing needs. Agpro Flush Valves are fully operational units designed for one purpose, flushing

More information

Appendix B Harris County Standard Operating Procedure for Determining In Situ Hydraulic Performance of High Flow Rate Bioretention Media

Appendix B Harris County Standard Operating Procedure for Determining In Situ Hydraulic Performance of High Flow Rate Bioretention Media Objective Appendix B Harris County Standard Operating Procedure for Determining In Situ Hydraulic Performance of High Flow Rate Bioretention Media Provide as-built confirmation of proper installation and

More information

VWP CONSTRUCTION INSPECTION REPORT. Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM

VWP CONSTRUCTION INSPECTION REPORT. Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM VWP CONSTRUCTION INSPECTION REPORT Inspection Date: August 22, 2016 VWP Permit No. 15-1268 SPGP RO Project Name: Berkmar Drive Extension Locality: Albemarle County Inspector: ERM Impacts: PFO PEM PSS POW

More information

THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS THE LATERAL CONNECTION SOLUTION

THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS THE LATERAL CONNECTION SOLUTION THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS THE LATERAL CONNECTION SOLUTION FITS ANY MAINLINE OR STRUCTURE Stainless Steel Band SPECIFICATIONS Rubber Sleeve Band Screw Housing Gasket ASTM F477

More information

Appendix G. Alternative Solutions Details. Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING

Appendix G. Alternative Solutions Details. Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING Krosno Creek Flood Reduction Project PROJECT FILE REPORT CITY OF PICKERING Appendix G Alternative Solutions Details TMIG THE MUNICIPAL INFRASTRUCTURE GROUP LTD Krosno Creek Flood Reduction Project PROJECT

More information

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. 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

More information

Khosla's theory. After studying a lot of dam failure constructed based on Bligh s theory, Khosla came out with the following;

Khosla's theory. After studying a lot of dam failure constructed based on Bligh s theory, Khosla came out with the following; Khosla's theory After studying a lot of dam failure constructed based on Bligh s theory, Khosla came out with the following; Following are some of the main points from Khosla's Theory From observation

More information

Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)

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

More information

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 City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures Sep/16 R-2 No Drawing Jan/17 R-2A Typical Cross Sections for Granular

More information

SECTION PRESSURE TESTING OF PIPING

SECTION PRESSURE TESTING OF PIPING SECTION 15044 PRESSURE TESTING OF PIPING PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: This section specifies the leakage and pressure testing of piping. B. Testing Records: PART 2 - PRODUCTS 2.01

More information

PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT FLUSHING REPORT

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:.

More information

Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1]

Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] Check Dams DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1] Though not generally considered

More information

Duke Street (Route 236) Over I Bridge Plan & Elevation

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"

More information

MA PHIT- Wastewater Certificate Program

MA PHIT- Wastewater Certificate Program Massachusetts Public Health Inspector Training Wastewater Certificate (MA PHIT WW) Session 7: Existing Septic Systems: Inspections and Corrective Action, Session 7 1 Learning Objectives After completing

More information

Construction Graphics

Construction Graphics NOTE: PHASING MAY CHANGE IN THE FUTURE. Hoya St. Rockville Pike 463 1 387 1,860 lineal ft total Old Georgetown Rd. Locations Phase 1 SCRIMS. THOSE ON THE PERIMETER ARE LOCATED ON THE PROPERTY LINE. INTERNAL

More information

City of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS

City of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable

More information

GENERAL NOTES FOR SWIMMING POOLS AND SPAS

GENERAL NOTES FOR SWIMMING POOLS AND SPAS GENERAL NOTES FOR SWIMMING POOLS AND SPAS 1. Buried Poly Ethylene (PE) pipe gas lines shall be 18 below finish grade or in an approved recessed channel with 14 gauge insulated tracer wire; Galvanized malleable

More information

Selecting Flow Metering Sites And Evaluating Data

Selecting Flow Metering Sites And Evaluating Data Insert Slide Title Here Selecting Flow Metering Sites And Evaluating Data Patrick L. Stevens, PE Luis Mijares PStevens2@Idexcorp.com LMijares@Idexcorp.com ADS Environmental Services Strategy for Selecting

More information

CITY OF ROSEVILLE DESIGN STANDARDS

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

More information

On-Site Leaching Chamber Specifications & Features. Design & Installation Manual Minnesota

On-Site Leaching Chamber Specifications & Features. Design & Installation Manual Minnesota On-Site Leaching Chamber Specifications & Features Design & Installation Manual Minnesota 1 This manual provides general design and installation information for use of plastic leaching chambers in the

More information

FINAL REPORT. Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County. Submitted By:

FINAL REPORT. Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County. Submitted By: FINAL REPORT Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County Submitted By: Del Norte County Community Development Department Yonkers Creek Migration Barrier Removal Project

More information

Reynolds Creek Hydroelectric Project by Doug Linn

Reynolds Creek Hydroelectric Project by Doug Linn Reynolds Creek Hydroelectric Project by Doug Linn Reynolds Creek Hydroelectric is a plant under construction. The main water supply will be Mellen Lake, about 700 feet above the proposed plant site. Here

More information

JOB LISTINGS AND OPPORTUNITIES FOR WEEK OF OCT , 2015

JOB LISTINGS AND OPPORTUNITIES FOR WEEK OF OCT , 2015 JOB LISTINGS AND OPPORTUNITIES FOR WEEK OF OCT. 18 25, 2015 HELP WANTED Job Fair, Tues., Oct. 20, 9 am 2 pm, RUMC, 3295 Powers Rd., Memphis Job Fair, Mon., Oct. 19, 8:30 am 3 pm, Paramount Staffing, located

More information

Simulating Streams Through Culverts in Mat-Su, Alaska

Simulating Streams Through Culverts in Mat-Su, Alaska Simulating Streams Through Culverts in Mat-Su, Alaska Project Managers Bill Rice, P.E., USFWS Hydrologist Mary Price, USFWS Fishery Biologist The Team Approach US Fish and Wildlife Service Bill Rice, P.E.,

More information

Operation and Maintenance Manual. First Defense and First Defense High Capacity. Vortex Separator for Stormwater Treatment

Operation and Maintenance Manual. First Defense and First Defense High Capacity. Vortex Separator for Stormwater Treatment Operation and Maintenance Manual First Defense and First Defense High Capacity Vortex Separator for Stormwater Treatment Page 2 Page 3 Table of Contents I. First Defense by Hydro International 3 First

More information

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 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

More information

Great Lakes Stream Crossing Inventory Instructions

Great Lakes Stream Crossing Inventory Instructions Great Lakes Stream Crossing Inventory Instructions This document is a guide to completing the Stream Crossing Data Sheet (2/28/11 version). Careful attention to this guidance will ensure consistent crossing

More information

M EMORANDUM O CTOBER 6, 201 6

M EMORANDUM O CTOBER 6, 201 6 M EMORANDUM O CTOBER 6, 201 6 TO: FROM: SUBJECT: BOARD OF DIRECTORS ERIC KUHN, GENERAL MANAGER PETER FLEMING, ESQ. DON MEYER, P.E., RAY TENNEY, P.E. WOLFORD AND ELKHEAD RESERVOIR OPERATIONS This memo summarizes

More information

SECTION ACCEPTANCE TESTING FOR SANITARY SEWERS

SECTION ACCEPTANCE TESTING FOR SANITARY SEWERS SECTION 33 01 30.13 ACCEPTANCE TESTING FOR SANITARY SEWERS PART 1: GENERAL 1.01 PERFORMANCE REQUIREMENTS A. Gravity flow sanitary sewers are required to have straight alignment and uniform grade between

More information

Agricultural Water: Part 2

Agricultural Water: Part 2 Agricultural Water: Part 2 Introduction: Ag water definitions Distribution Uniformity Drip irrigation: Design Key concepts Thanks to Michael Cahn UC Cooperative Extension Monterey County ( (831) 759-7377

More information

The Spartan Cap Athletic Field System

The Spartan Cap Athletic Field System The Spartan Cap Athletic Field System A.R. Kowalewski 1, J.R. Crum 2 and J.N. Rogers, III 2 1 Abraham Baldwin Agricultural College, Environmental Horticulture, Tifton, GA 2 Michigan State University, Crop

More information

Progress Report on the Design and Planning of an Infrastructure Improvement Project for the Sunnyside TIF District (Phase II)

Progress Report on the Design and Planning of an Infrastructure Improvement Project for the Sunnyside TIF District (Phase II) Presentation to the CNRC Board of Directors Regular Meeting March 11, 2015 1 Agenda Preferred Alternate Refinement for University Avenue, 3rd Street, and Beverly Avenue Intersection Improvements validate

More information

PROPOSAL. PROPOSAL OF, a corporation a

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

More information

Department of Public Works Office of Disability Affairs February 23, 2017 Presented by Mark Zwoyer, PE

Department of Public Works Office of Disability Affairs February 23, 2017 Presented by Mark Zwoyer, PE ADA Ramp Construction Department of Public Works Office of Disability Affairs February 23, 2017 Presented by Mark Zwoyer, PE Agenda Opening Statements/Welcome PROWAG, ADAAG, INDOT and DPW Standards Inspector

More information

(Revised February,2005) CULVERTS, BRIDGES, AND FORDS

(Revised February,2005) CULVERTS, BRIDGES, AND FORDS GUIDE TO STREAM CROSSINGS (Revised February,2005) CULVERTS, BRIDGES, AND FORDS Culverts, bridges, and fords are all methods used to cross-streams. Culverts are the most common stream crossing structure.

More information

SPECIFICATIONS OPTION # 4 GROUNDS MAINTENANCE: Right-of-Ways Various Locations

SPECIFICATIONS OPTION # 4 GROUNDS MAINTENANCE: Right-of-Ways Various Locations SPECIFICATIONS OPTION # 4 GROUNDS MAINTENANCE: Right-of-Ways Various Locations Vendor shall provide pricing for landscape management services to be provided in the Right-of- Way areas of the City of Watauga

More information

Whitewater Valley Station Surface Impoundment Coal Combustion Residual Annual Report

Whitewater Valley Station Surface Impoundment Coal Combustion Residual Annual Report Whitewater Valley Station Wayne County, Indiana GAI Project Number: C151119.07 July 2017 Prepared by: GAI Consultants, Inc. Murrysville Office 4200 Triangle Lane Export, Pennsylvania 15632-1358 Prepared

More information

Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)

Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00) General Info Number: PROJECT NO. 43-18-02 Description: BRIDGE DECK REPAIR AND REHABILITATION PERRYSBURG-HOLLAND ROAD OVER THE OHIO TURNPIKE, M.P. 59.0 HESSVILLE ROAD OVER THE OHIO TURNPIKE, M.P. 84.4 LUCAS

More information

Stevens Creek Corridor

Stevens Creek Corridor O F F I C E O F T H E D I R E C T O R O F P U B L I C W O R K S Stevens Creek Corridor Creek Restoration Project Volume Three Project Update: Creek Photos, Before & After BY GAIL SEEDS - PROJECT MANAGER,

More information

Las Vegas Challenge Course adidas TERREX Mini Caddy Book

Las Vegas Challenge Course adidas TERREX Mini Caddy Book Las Vegas Challenge Course adidas TERREX Mini Caddy Book Course adidas TERREX Overall Map Layout No.

More information

section 4 Existing Conditions, Issues, and Options

section 4 Existing Conditions, Issues, and Options section 4 Existing Conditions, Issues, and Options 4.0 Existing Conditions, Issues, and Options This section analyzes each segment of the corridor on a street to street basis. Each segment is discussed

More information

Course Innova Champion Discs Overall Map. Practice Dates February 18th 20th Player s Meeting 7:00 PM February 20th Event Dates February 21st 24th

Course Innova Champion Discs Overall Map. Practice Dates February 18th 20th Player s Meeting 7:00 PM February 20th Event Dates February 21st 24th Course Innova Champion Discs Overall Map Hole Dist. Par 1 393 3 2 270 3 3 270 3 4 357 3 5 606 4 6 222 3 7 432 4 8 427 3 9 601 4 10 741 4 11 369 3 12 396 3 13 387 3 14 798 4 15 459 3 16 765 4 17 457 3 18

More information

KlassikDrain Section. Technical Handbook and Product Catalog. General purpose trench drainage

KlassikDrain Section. Technical Handbook and Product Catalog. General purpose trench drainage Technical Handbook and Product Catalog Surface Drainage 6 Surface drainage options 8 Product selection 10 Trench drain hydraulics 16 Loadings 22 Material data 24 End user requirements Standard Products

More information

6/19/2006 The Reef Ball Foundation 1

6/19/2006 The Reef Ball Foundation 1 6/19/2006 The Reef Ball Foundation 1 Overview Reef Balls are prefabricated concrete modules used as a base for natural coral reefs to form. Reef Balls have been used in 55 countries in over 3,500 projects

More information