MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY
|
|
|
- Brent Crawford
- 6 years ago
- Views:
Transcription
1 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
2 STANDARD DRAWINGS DIVISION AND SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 STANDARD DRAWINGS DIVISION DRAINAGE SANITARY GENERAL PAVEMENT EROSION CONTROL SECTION CATCH BASIN DROP INLETS MANHOLES CURB CONSTRUCTION INLETS STACKS CRADELS AND ENCASEMENTS PAVEMENT RESTORATION RESTORATION OF CHANNELS / SITES SEDIMENT FILTERS FRAME AND GRATE PROPERTY SERVICE CONNECTIONS SIGNS DRIVEWAY RESTORATION SEDIMENT BASINS HEADWALLS CLEANOUTS GUARD POSTS AND GATES CONSTRUCTION ROAD STABILIZATION END SECTIONS AND END TREATMENTS GREASE TRAPS BORE / TUNNEL DIVERSIONS DITCHES FORCE MAIN INTO MANHOLES PAVING BLOCKS DRAINS UNDER SIDEWALKS MONITORING / GAUGING MANHOLES DRAWING NUMBER EXPLANATION DIVISION HEADING (ex. GENERAL) NUMBER OF DRAWINGS UNDER SECTION HEADING TRAPS SECTION HEADING (ex. SIGNS) NUMBER OF TIMES DRAWING HAS BEEN REVISED
3 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 DRAINAGE SECTION DRAWING TITLE NUMBER CATCH BASINS INLETS FRAME AND GRATES HEADWALLS END SECTIONS AND END TREATMENTS DITCHES PAVING BLOCKS CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 DC DC SINGLE CURB INLET DI DOUBLE CURB INLET DI PRECAST SURFACE INLET SLAB FOR SINGLE FRAME AND GRATE TYPE 1 DI PRECAST SURFACE INLET SLAB FOR DOUBLE FRAME AND GRATE TYPE 2 DI PRECAST SURFACE INLET SLAB FOR DOUBLE FRAME AND GRATE TYPE 3 DI " x 18" YARD DRAIN DI " x 12" YARD DRAIN DI CURB CATCH BASIN - SINGLE FRAME AND GRATE TYPE 1 [REPLACEMENT] DG CURB CATCH BASIN - SINGLE FRAME AND GRATE TYPE 1-L [REPLACEMENT] DG CURB CATCH BASIN - SINGLE FRAME AND GRATE TYPE 1-L DG CURB CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 2 [REPLACEMENT] DG CURB CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 2-L [REPLACEMENT] DG CURB CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 2-L DG CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 3 [REPLACEMENT] DG CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 3-L DG SPECIAL SINGLE CATCH BASIN GRATE (20" x 16") [REPLACEMENT] DG SPECIAL SINGLE CATCH BASIN GRATE (22 1/4" x 19 3/8") [REPLACEMENT] DG SPECIAL SINGLE CATCH BASIN GRATE (22 1/2" x 19 1/2") [REPLACEMENT] DG SPECIAL SINGLE CATCH BASIN GRATE (23 1/2" x 23 1/2") [REPLACEMENT] DG " TYPE "A" TRENCH GRATING AND STEEL FRAME DG STANDARD HEADWALL ELL HEADWALL "U" SHAPED HEADWALL FLARED END SECTION FOR R.C.P. FLARED END SECTION FOR CORRUGATED METAL PIPE END TREATMENT FOR DRIVEWAY PIPE EARTH "V" DITCH PAVED "V" DITCH SLOPED BOTTOM PAVED DITCH PAVED DITCH INTERSECTION SCHEMATIC OF PAVED CHANNEL OUTLET SLOPED PAVING BLOCK DRAIN UNDER SIDEWALK TYPE 1 DRAIN UNDER SIDEWALK TYPE 2 DH DH DH DE DE DE DD DD DD DD DD DP DS DS TRAP TRAP FOR CIRCULAR CATCH BASIN OR MANHOLE DT-01-01
4 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 SANITARY SECTION DRAWING TITLE NUMBER DROP INLETS P.V.C. VERTICAL DROP INLET P.V.C. SLANTING DROP INLET INTERNAL DROP MANHOLE SD SD SD STACKS STACK CONNECTION TO 30" OR SMALLER PIPE STACK CONNECTION TO 33" OR LARGER PIPE SS SS PROPERTY SERVICE CONNECTIONS CLEANOUTS GREASE TRAPS FORCE MAIN INTO MANHOLES PROPERTY SERVICE CONNECTION SP ONE WAY CLEANOUT SC TWO WAY CLEANOUT SC SEWER CLEANOUT FRAME & LOCKING LID SC GALLON CONCRETE GREASE TRAP SG FORCE MAIN TO MANHOLE SF MONITORING / GAUGING MANHOLES MONITORING STATION FOR INDUSTRIAL WASTE (36" SEWER & UNDER) GAUGING MANHOLE SM SM-02-01
5 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 GENERAL SECTION DRAWING TITLE NUMBER MANHOLES PRECAST MANHOLE - TYPE 1 GM PRECAST MANHOLE - TYPE 2 GM PRECAST MANHOLE - TYPE 3 GM MANHOLE CHANNELIZATION GM STANDARD MANHOLE FRAME AND LID GM WATERTIGHT MANHOLE FRAME AND LID GM PRECAST CONCRETE COLLAR GM TRAPPED MANHOLE OR CATCH BASIN PRECAST GM /2" RISER RING GM /4" MACHINED ROUND MANHOLE COVER GM CRADLES AND ENCASEMENTS SIGNS GUARD POSTS AND GATES BORE / TUNNEL CRUSHED STONE CRADLE CRUSHED STONE ENCASEMENT CONCRETE CAP CONCRETE ENCASEMENT STORMWATER ADVERTISEMENT SIGN WASTEWATER ADVERTISEMENT SIGN GUARD POST TYPE A GUARD POST TYPE B GUARD POST LAYOUT STANDARD PIPE GATE BORE / TUNNEL SECTION GC GC GC GC GS GS GG GG GG GG GB-01-01
6 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 PAVEMENT SECTION DRAWING TITLE NUMBER CURB CONSTRUCTION PAVEMENT RESTORATION VERTICAL CURB AND GUTTER ROLL CURB AND GUTTER CURB TO CATCH BASIN TRANSITION CONCRETE PAVEMENT RESTORATION ASPHALT PAVEMENT RESTORATION ASPHALT PAVEMENT RESTORATION WITH OVERLAY TRENCH BACKFILL FOR PIPE WITHIN A ROADWAY EMBANKMENT PC PC PC PR PR PR PR DRIVEWAY RESTORATION CONCRETE DRIVEWAY WITH PIPE ASPHALT DRIVEWAY WITH PIPE CONCRETE DRIVEWAY WITH TRENCH DRAIN CONCRETE DRIVEWAY WITH SWALE PD PD PD PD-04-01
7 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 EROSION CONTROL SECTION DRAWING TITLE NUMBER RESTORATION OF CHANNELS RESTORATION OF CHANNELS WITH UNCONSOLIDATED BEDS OVER SOIL RESTORATION OF CHANNELS WITH UNCONSOLIDATED BEDS OVER ROCK RESTORATION OF CHANNELS WITH ROCK BEDS SURFACE ROUGHENING METHOD 1 0F 3 SURFACE ROUGHENING METHOD 2 0F 3 SURFACE ROUGHENING METHOD 3 0F 3 ORIENTATION OF NETTING AND MATTING SODDING EC EC EC EC EC EC EC EC SEDIMENT FILTERS FILTER FABRIC INLET PROTECTION STONE BAG INLET PROTECTION STRAIGHT HEADWALL INLET PROTECTION WINGED HEADWALL INLET PROTECTION ELL HEADWALL INLET PROTECTION SILT FENCE REINFORCED SILT FENCE STONE BAG CHECK DAM IN SMALL DITCH BLOCK AND GRAVEL DROP INLET PROTECTION GRAVEL AND WIRE MESH INLET SEDIMENT FILTER EF EF EF EF EF EF EF EF EF EF SEDIMENT BASINS ROCK DITCH CHECK EB CONSTRUCTION ROAD STABILIZATION STABILIZED CONSTRUCTION ENTRANCE TEMPORARY LOW WATER CROSSING ER ER DIVERSIONS PUMP-AROUND FLOW DIVERSION TEMPORARY DIVERSION CHANNEL ED ED-02-02
8 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 DRAINAGE SECTION DRAWING TITLE NUMBER CATCH BASINS INLETS FRAME AND GRATES HEADWALLS END SECTIONS AND END TREATMENTS DITCHES PAVING BLOCKS CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 DC DC SINGLE CURB INLET DI DOUBLE CURB INLET DI PRECAST SURFACE INLET SLAB FOR SINGLE FRAME AND GRATE TYPE 1 DI PRECAST SURFACE INLET SLAB FOR DOUBLE FRAME AND GRATE TYPE 2 DI PRECAST SURFACE INLET SLAB FOR DOUBLE FRAME AND GRATE TYPE 3 DI " x 18" YARD DRAIN DI " x 12" YARD DRAIN DI CURB CATCH BASIN - SINGLE FRAME AND GRATE TYPE 1 [REPLACEMENT] DG CURB CATCH BASIN - SINGLE FRAME AND GRATE TYPE 1-L [REPLACEMENT] DG CURB CATCH BASIN - SINGLE FRAME AND GRATE TYPE 1-L DG CURB CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 2 [REPLACEMENT] DG CURB CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 2-L [REPLACEMENT] DG CURB CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 2-L DG CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 3 [REPLACEMENT] DG CATCH BASIN - DOUBLE FRAME AND GRATE TYPE 3-L DG SPECIAL SINGLE CATCH BASIN GRATE (20" x 16") [REPLACEMENT] DG SPECIAL SINGLE CATCH BASIN GRATE (22 1/4" x 19 3/8") [REPLACEMENT] DG SPECIAL SINGLE CATCH BASIN GRATE (22 1/2" x 19 1/2") [REPLACEMENT] DG SPECIAL SINGLE CATCH BASIN GRATE (23 1/2" x 23 1/2") [REPLACEMENT] DG " TYPE "A" TRENCH GRATING AND STEEL FRAME DG STANDARD HEADWALL ELL HEADWALL "U" SHAPED HEADWALL FLARED END SECTION FOR R.C.P. FLARED END SECTION FOR CORRUGATED METAL PIPE END TREATMENT FOR DRIVEWAY PIPE EARTH "V" DITCH PAVED "V" DITCH SLOPED BOTTOM PAVED DITCH PAVED DITCH INTERSECTION SCHEMATIC OF PAVED CHANNEL OUTLET SLOPED PAVING BLOCK DRAIN UNDER SIDEWALK TYPE 1 DRAIN UNDER SIDEWALK TYPE 2 DH DH DH DE DE DE DD DD DD DD DD DP DS DS TRAP TRAP FOR CIRCULAR CATCH BASIN OR MANHOLE DT-01-01
9
10
11
12
13
14
15
16
17
18
19 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
20
21
22 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
23
24
25
26 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
27 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
28 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
29 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 SANITARY SECTION DRAWING TITLE NUMBER DROP INLETS P.V.C. VERTICAL DROP INLET P.V.C. SLANTING DROP INLET INTERNAL DROP MANHOLE SD SD SD STACKS STACK CONNECTION TO 30" OR SMALLER PIPE STACK CONNECTION TO 33" OR LARGER PIPE SS SS PROPERTY SERVICE CONNECTIONS CLEANOUTS GREASE TRAPS FORCE MAIN INTO MANHOLES PROPERTY SERVICE CONNECTION SP ONE WAY CLEANOUT SC TWO WAY CLEANOUT SC SEWER CLEANOUT FRAME & LOCKING LID SC GALLON CONCRETE GREASE TRAP SG FORCE MAIN TO MANHOLE SF MONITORING / GAUGING MANHOLES MONITORING STATION FOR INDUSTRIAL WASTE (36" SEWER & UNDER) GAUGING MANHOLE SM SM-02-01
48
49
50
51
52
53
54
55
56
57
58
59
60
61 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 GENERAL SECTION DRAWING TITLE NUMBER MANHOLES PRECAST MANHOLE - TYPE 1 GM PRECAST MANHOLE - TYPE 2 GM PRECAST MANHOLE - TYPE 3 GM MANHOLE CHANNELIZATION GM STANDARD MANHOLE FRAME AND LID GM WATERTIGHT MANHOLE FRAME AND LID GM PRECAST CONCRETE COLLAR GM TRAPPED MANHOLE OR CATCH BASIN PRECAST GM /2" RISER RING GM /4" MACHINED ROUND MANHOLE COVER GM CRADLES AND ENCASEMENTS SIGNS GUARD POSTS AND GATES BORE / TUNNEL CRUSHED STONE CRADLE CRUSHED STONE ENCASEMENT CONCRETE CAP CONCRETE ENCASEMENT STORMWATER ADVERTISEMENT SIGN WASTEWATER ADVERTISEMENT SIGN GUARD POST TYPE A GUARD POST TYPE B GUARD POST LAYOUT STANDARD PIPE GATE BORE / TUNNEL SECTION GC GC GC GC GS GS GG GG GG GG GB-01-01
62
63
64
65
66
67
68
69
70
71
72
73
74 FOR REPLACEMENT USE ONLY NOT TO BE USED ON ANY NEW PROJECTS
75
76
77
78
79
80
81
82
83
84
85
86 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 PAVEMENT SECTION DRAWING TITLE NUMBER CURB CONSTRUCTION PAVEMENT RESTORATION VERTICAL CURB AND GUTTER ROLL CURB AND GUTTER CURB TO CATCH BASIN TRANSITION CONCRETE PAVEMENT RESTORATION ASPHALT PAVEMENT RESTORATION ASPHALT PAVEMENT RESTORATION WITH OVERLAY TRENCH BACKFILL FOR PIPE WITHIN A ROADWAY EMBANKMENT PC PC PC PR PR PR PR DRIVEWAY RESTORATION CONCRETE DRIVEWAY WITH PIPE ASPHALT DRIVEWAY WITH PIPE CONCRETE DRIVEWAY WITH TRENCH DRAIN CONCRETE DRIVEWAY WITH SWALE PD PD PD PD-04-01
87
88
89
90
91
92
93
94
95
96
97
98 STANDARD DRAWINGS SECTION INDEX EFFECTIVE DATE: JUNE 17, 2013 EROSION CONTROL SECTION DRAWING TITLE NUMBER RESTORATION OF CHANNELS RESTORATION OF CHANNELS WITH UNCONSOLIDATED BEDS OVER SOIL RESTORATION OF CHANNELS WITH UNCONSOLIDATED BEDS OVER ROCK RESTORATION OF CHANNELS WITH ROCK BEDS SURFACE ROUGHENING METHOD 1 0F 3 SURFACE ROUGHENING METHOD 2 0F 3 SURFACE ROUGHENING METHOD 3 0F 3 ORIENTATION OF NETTING AND MATTING SODDING EC EC EC EC EC EC EC EC SEDIMENT FILTERS FILTER FABRIC INLET PROTECTION STONE BAG INLET PROTECTION STRAIGHT HEADWALL INLET PROTECTION WINGED HEADWALL INLET PROTECTION ELL HEADWALL INLET PROTECTION SILT FENCE REINFORCED SILT FENCE STONE BAG CHECK DAM IN SMALL DITCH BLOCK AND GRAVEL DROP INLET PROTECTION GRAVEL AND WIRE MESH INLET SEDIMENT FILTER EF EF EF EF EF EF EF EF EF EF SEDIMENT BASINS ROCK DITCH CHECK EB CONSTRUCTION ROAD STABILIZATION STABILIZED CONSTRUCTION ENTRANCE TEMPORARY LOW WATER CROSSING ER ER DIVERSIONS PUMP-AROUND FLOW DIVERSION TEMPORARY DIVERSION CHANNEL ED ED-02-02
99
100
101
102
103
104 STAIR STEPPING CUT SLOPES
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129 SPACING BETWEEN DITCH CHECK CROSS SECTION A-A THRU STONE DITCH CHECK TYPICAL DITCH CHECK SECTION
130
131
132
133
134 PLAN VIEW ELEVATION
135
136
137
138
139
140
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
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
CITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
CITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
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
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
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
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
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
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
Government Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications
PAGE NO. : 1 OF 4 Revision Date: July 2009 STANDARD DRAWINGS TABLE OF CONTENTS DRAWING # DESCRIPTION 0030............ Work Adjacent to Roadway 0040............ Work at the Edge of Roadway 0050............
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
CITY OF SAN MARCOS ENGINEERING DIVISION
AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION ENGINEER S COST ESTIMATE USING UNIT PRICES FOR BOND PURPOSES-REVISED NOVEMBER 9, 2006 (Calculations are already set-up in
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
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
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
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
ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:
ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS
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
CITY OF DANA POINT DEVELOPMENT REVIEW
Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...
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
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements
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
STANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN
CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D ASPHALT 20 GUTTER LINE CONCRETE CURB FINISHED GRADE PRECAST GRADE RINGS, 2 50 100 MAX PRECAST CB LID GROUT ALL AROUND CB LEAD, INSIDE & OUTSIDE OF
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
Pipe Product Catalog Table of Contents
Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"
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
Engineering and Construction Services Division Construction Drawings for Sewers and Watermains. T No. Revision T No. Revision Remarks All T drawings
Engineering and Construction Services Division Construction Drawings for Sewers and Watermains Revision No. 8 April All T drawings New title block for each drawing is now standardized. Revision numbers
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
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. (15-03) MANUAL: Standard
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
City of Regina Standard Construction Specifications SECTION LIST OF SEWER STANDARD DRAWINGS
City of Regina Standard Construction Specifications SECTION 14999 LIST OF SEWER STANDARD DRAWINGS S-1 No Drawing Feb/10 S-2 Precast Manhole 1050mm Dia. July/10 S-2B Precast Manhole 1200mm Dia. Jan/17 S-3
Porter County Plan Commission
Plan Type: Development Plan Administrative DRC PC Primary Plan Administrative DRC PC Secondary Plat/Replat Administrative DRC PC PUD Conceptual Detailed Final Project Information Project Name: Developer
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.
Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.
DISTRIBUTION: 7 MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Design Services Section TRANSMITTAL LETTER NO. (0-0) MANUAL: Standard Plates DATED: January 9, 00 SUBJECT:
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
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
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
Grease Interceptor Design Checklist
CHECKLIST C2 Revised 5/2/2016 Grease Interceptor Design Checklist Public Works DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private
APPENDIX 4. Checklists. Township of King Design Criteria and Standard Detail Drawings
APPENDIX 4 Checklists Township of King Design Criteria and Standard Detail Drawings Township of King Design Criteria and Standard Detail Drawings APPENDIX 4 CHECKLISTS Engineering Submissions : The following
B17. Sewer Site Plans BULLETIN
BULLETIN B17 Revised 5/2/2016 Sewer Site Plans Public Works This bulletin is designed to assist you in submitting the required documentation for sewer site plans to the Pierce County Sewer Division in
Standard Plate Sheer Reinforcement for Precast Drainage Structures has been updated upon recommendation of the Bridge Office.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (13-03) MANUAL: Standard
SECTION 095 SPECIFICATIONS DETAIL DRAWINGS. Index of Detail Drawings
SECTION 095 SPECIFICATIONS DETAIL DRAWINGS Index of Detail Drawings Flat Top Manhole... 095-1 Splash Drop Manhole and Regular Drop Manhole... 095-2 Special Detail Splash Drop Manhole and Special Detail
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: ( )
SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS
SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS 101 General 102 Submittal Requirements A. Initial Submittal B. Second Submittal 103 Plan Requirements A. Subdivisions B. Site Plans 104 Approval of
Sewer Line Extension Permit Design Checklist
CHECKLIST C1 Revised 4/7/2017 Sewer Line Extension Permit Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling sewer line
SUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT
Case #: SUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT 171 North Ross Street, Suite 200 Auburn, AL 36830 (334) 501-3000 ~ Fax: (334) 501-7294 Applicant Name: Mailing Address: Email Address:
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
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
CHAPTER 11. Plan Standards
CHAPTER 11 Plan Standards A. Introduction The city requires uniform public improvement plans for ease of record keeping and understanding. The following standards govern most plan submittals to the city.
B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422
B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 422.1 GENERAL The work under these tender items consists of the fabrication and installation in open cut of precast reinforced
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
Survey Data and TOPO Checklist
Checklists Survey Data and TOPO Preliminary Plan Field Review Plans o Field Review Erosion Control Right-of-Way and Utility Meeting Plans Final Plan Field Review Plans Methods of Plan Markups Plan-in-Hand
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
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
Council Policy Engineering Drawing Submission Requirements
POLICY 265 City of Kelowna 1435 Water Street Kelowna, BC V1Y 1J4 250 469-8500 kelowna.ca Council Policy Engineering Drawing Submission Requirements APPROVED June 4, 2001 RESOLUTION: R375/10/04/26 REPLACING:
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
CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS
CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------
Oil-Water Separator Design Checklist
CHECKLIST C3 Revised 5/2/2016 Oil-Water Separator Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private oil-water
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
UPDATE LOG FOR STANDARD DRAWINGS Item(s) Changed 6/1/18 STANDARD DRAWINGS
Date 6/1/18 STANDARD DRAWINGS UPDATE LOG FOR STANDARD DRAWINGS Item(s) Changed WATER STANDARD DRAWINGS Title Drawing Number Current Date Fire Hydrant and Appurtenance Locations, Improved Streets with Curb
CONSTRUCTION CERTIFICATION PACKAGE
Purpose: The intent of this Construction Certification Package is to ensure that acceptable documentation is maintained during the construction of stormwater management practices (SMPs). For general information
3. The PAC (Permit Application Center) will notify the design professional of plan review results.
Planning and Development Dept. Infrastructure Division P.O. Box 11706, or 155 Johnston Street Rock Hill, South Carolina 29731-1706 Phone: 803-329-5515 FAX: 803-329-7228 www.cityofrockhill.com AS-BUILT
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
Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court
Dated 06-29-17 SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Wednesday, July 5, 2017 Time: Place: Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board
MINIMUM C/L RADII OF CURVATURE OF LOCAL ROADS IN SUBDIVISIONS
75m 70m 65m 60m DEFLECTION ANGLE C/L RADII OF CURVATURE 55m 50m 45m 40m 35m 30m 25m 20m 15m 90 80 70 60 50 40 30 20 10 0 DEFLECTION ANGLE - MINIMUM C/L RADII OF CURVATURE OF LOCAL ROADS IN SUBDIVISIONS
Attachment A Construction Inspection Log (Required for initial certification of stormwater treatment facilities)
Rain Garden Soil Amendments meet requirements (if amendments required) Final grades/location/volume conform with construction plans Overflow installed at location/elevation shown on plans Type and thickness
STANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018
SYMBOLS STANDARD DRAWINGS INDEX No Statewide Standard - Use Regional A3 Legend Detail Sheet BRIDGE AND STRUCTURES B-08.00 Bin Walls 1 CONSTRUCTION-BARRICADES AND SIGNING C-04.12 Location of Double Traffic
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
Please remove and replace the entire Table of Contents, Section A to Section J and all Appendices.
Please remove and replace the entire Table of Contents, Section A to Section J and all Appendices. The following is a list of changes to the Design Criteria: 1. A2.01 General Note 4 Utility Coordination
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
Phone Number: Address:
Case #: SITE DEVELOPMENT APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT 171 North Ross Street, Suite 200 Auburn, AL 36830 (334) 501-3000 ~ Fax: (334) 501-7294 Applicant Name: Mailing Address: Project
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
Ecological Restoration Drafting & Design Guidelines
Ecological Restoration Drafting & Design Guidelines Version 2.0 July 2017 Philadelphia Water Ecological Restoration Drafting & Design Guidelines Table of Contents 1.0 INTRODUCTION...2 2.0 GENERAL PLAN
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
FOR SERVICE BOXES IN CONCRETE DRIVEWAYS, SEE NOTE Min. COVER UNDER DITCHES. 600 Min. COVER
WOOD SERVICE MARKER STAKE (50 x 00) PAINTED BLUE PL mm FROM PROPERTY LINE STANDARD CONCRETE SERVICE BOX WITH EXTENSION AS REQ'D 00 FINISHED GROUND/ROAD SURFACE FOR SERVICE BOXES IN CONCRETE DRIVEWAYS,
50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges
50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:
M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022)
BID TABULATION SUMMARY JOB 970010 PAGE 1 STATE PROJECT NO. 27-618-70 BIDS RECEIVED UNTIL 2:00 P.M. ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022) AT THE JUNCTION OF AUTO CLUB ROAD AND
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
HUSSEY GAY BELL SAVANNAH, GEORGIA
HUSSEY GAY BELL SAVANNAH, GEORGIA ------------------------------------------------------------------------------------------------------------ ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS
"A" "A" SECTION "A-A" X-SECTION VERTICAL CURB (TYPE B) Village STREET & PAVEMENT STR-05. Engineering Department
1" 1/2" PRE-MOLDED NON-EXTRUDING JOINT FILLLER AT EXPANSION JOINTS (MAXIMUM 50' SPACING) 2" R "A" SEE NOTE 3 0.5" 1/8" R (TYP) DEPRESSED 1.5" PAVEMENT THICKNESS 3.5" 5.0" "A" 2" MINIMUM STONE CUSHION GRADATION
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
City of Starkville Development Review Committee Infrastructure Drawings Submittal Checklist for Site Plan Applications
City of Starkville Development Review Committee Infrastructure Drawings Submittal Checklist for Site Plan Applications Please submit ten (10) folded copies of the Infrastructure Drawings along with this
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
SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS
UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS 8.01 - Page i UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS Table of Contents SECTION
CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 407 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION TABLE OF CONTENTS 407.01
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
SECTION MANHOLES
SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard
SCHEDULE 10 ENGINEERING DRAWING SUBMISSION
SCHEDULE 10 ENGINEERING DRAWING SUBMISSION Subdivision, Development and Servicing Bylaw No. 1535 10. ENGINEERING DRAWING SUBMISSIONS TABLE OF CONTENTS 1.0 General 3 1.1. Introduction 3 1.2. General Requirements
I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum.
ADDENDUM 1 CITY OF MEDFORD RIVERSIDE NORTH PARKING LOT ITB 15-012BL JUNE 22, 2015 PAGE 1 I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this
SECTION 6A ROADWAY PLAN PREPARATION
SECTION 6A ROADWAY PLAN PREPARATION Table of Contents Page No 6A.1 GENERAL...1 6A.2 PRELIMINARY PLANS...3 6A.2.1 PRELIMINARY PLAN SHEETS...3 6A.2.2 PRELIMINARY PROFILE SHEETS...4 6A.3 PHASE A PLANS...4
Section 1. Introduction
Overview of Manual Acknowledgements i x Section 1. Introduction 1.0 Overview of Section 1 1-1 1.1 The GESC and DESC Permits 1-2 1.2 Reasons for the GESC and DESC Permits 1-2 1.3 Legislative Mandate 1-3
SECTION 39 - MANHOLES TABLE OF CONTENTS
SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...
PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS. room) Scalable bubble diagrams schedules describing programmatic
GENERAL SITE PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Scope of work narrative Building code review Description of construction Documentation on drawings as List of applicable
DRAFTING STANDARDS 9.00 DRAFTING STANDARDS
DRAFTING STANDARDS 9.00 DRAFTING STANDARDS Final plans shall conform in appearance, format, accuracy, and quality to the standards used in the Springfield Engineering Division. Additional standards shall
Riverside County Flood Control & Water Conservation District
10/11/2018 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI G.J. GENTRY GENERAL ENGINEERING, INC. 1 MOBILIZATION L.S. 1 $100,000.00 $100,000.00 $48,000.00 $48,000.00 $88,580.77 $88,580.77 2 WATER
CITY OF STOCKTON 2016 STANDARD PLANS AND SPECIFICATIONS PROPOSED REVISIONS
STANDARD PLANS EXISTING ALL Proposed to Modify the outdated Standard Plans numbering system (See Attachment B) GENERAL 1 Typical Layout for Improvement Plans Added Note 7: North Arrow Location and Orientation
B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST
B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary
Bestall Collaborative Limited Planning Environment Construction Management Development
November 18, 2017 Bestall Collaborative Limited Lori Hight, AICP, Senior Planner City Development Department City of Thornton City Hall 9500 Civic Center Drive Thornton, Colorado 80229-4326 RE: River Valley
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
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