TERRADYN CONSULTANTS, LLC

Size: px
Start display at page:

Download "TERRADYN CONSULTANTS, LLC"

Transcription

1 TERRADYN CONSULTANTS, LLC 10/30/17 Civil Engineering - Land Planning - Stormwater Design - Environmental Permitting 1644 Justin Brown, Code Enforcement Officer Town of Falmouth 271 Falmouth Road Falmouth, Maine Subject: Tuscan Way Development 80 Blackstrap Road, Falmouth Septic System Design Response to Comments Dear Justin Brown: Terradyn Consultants, LLC received your septic system review comments on October 5, We submitted the Tuscan Way Development plan set and materials for Final Planning Board Approval to the Town Planning Department on October 10, 2017, to be placed on the November 7, 2017 Planning Board meeting. The submission on October 10 th included updates to the septic system design based on your review comments. Below is a summary of the changes that took place. We worked with the septic designer Mark Cenci to complete this work. The separation distances from septic systems and stormwater management features was confirmed. The septic areas and reserve areas #3 and #4 were re-located to maintain the required 150 setback from the filter basin. The required 75 setback to the Level Lip Spreader is also shown on the plan, but no modifications resulted from this. These updates were reflected on the C-5.0 Utility Plan with revision date of for Final Plan Submission to the Town of Falmouth. The septic system locations were in generally the same location as previously designed, in an area of consistent soils. Mark Cenci has performed numerous soil test pits in the entire septic system area, which have previously been provided for your review and with previous submissions to the Town. Since the new alignment of the septic systems took place on October 10 th, Mark Cenci performed a few additional test pits to confirm the consistency and suitability of soils. These test pits are shown on the updated C Utility Plan with a date of included as Attachment A. The additional soils test pit data is included in Attachment B. Mark Cenci found that the soils in these additional test pits were consistent with the previously completed test pits, and that the area remains suitable for wastewater disposal. Additionally, responses to comments received on October 11, 2017 from the Falmouth Conservation Commission are included in the letter in Attachment B. P.O. Box 339 New Gloucester, ME Phone info@terradynconsultants.com

2 Mark Cenci provided a cover letter and HHE-200 forms with the submission on October 10 th to address your comments and finalize the septic system design. In this letter he provided responses to comments on the dual filtration beds, and repair timing and procedures. I ve re-attached this letter and the HHE-200 forms in Attachment C. We trust that the updated septic design included with the October 10 th submission, and the additional soil investigations completed as due-diligence, address your comments on the septic system design. Please contact me directly with additional questions or concerns. Any additional review comments you have regarding these systems would be appreciated so we can address them prior to the November 7 th Planning Board meeting. Sincerely, TERRADYN CONSULTANTS LLC Adrienne Fine, P.E. Attachments: Attachment A C-5.0 Utility Plan Attachment B Additional Soil Investigation and Reply to Comments Received 10/11 Attachment C Revised Presentation of Disposal Field Locations & HHE-200 forms P.O. Box 339 New Gloucester, ME Phone info@terradynconsultants.com 2

3 ATTACHMENT A C 5.0 UTILITY PLAN

4 8"W UTILITY CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIM OR HERSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL PRODUCTS OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND IN THE FIELD. 8"W 4. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND OWNER'S REQUIREMENTS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER. 6. CONTRACTOR SHALL CLEAN AND REMOVE DEBRIS AND SEDIMENT DEPOSITED ON PUBLIC STREETS, SIDEWALKS, ADJACENT AREAS, OR OTHER PUBLIC WAYS DUE TO CONSTRUCTION. 7. CONTRACTOR SHALL INCORPORATE PROVISIONS AS NECESSARY IN CONSTRUCTION TO PROTECT EXISTING STRUCTURES, PHYSICAL FEATURES, AND MAINTAIN SITE STABILITY DURING CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL AREAS TO ORIGINAL CONDITION AND AS DIRECTED BY DESIGN DRAWINGS. 8. SITE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY UTILITY COMPANIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT DIG SAFE (1-888-DIGSAFE) AT LEAST THREE (3) BUT NOT MORE THAN THIRTY (30) DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES. 10. CONTRACTOR SHALL BE AWARE THAT DIG SAFE ONLY NOTIFIES ITS "MEMBER" UTILITIES ABOUT THE DIG. WHEN NOTIFIED, DIG SAFE WILL ADVISE CONTRACTOR OF MEMBER UTILITIES IN THE AREA. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND CONTACTING NON-MEMBER UTILITIES DIRECTLY. NON-MEMBER UTILITIES MAY INCLUDE TOWN OR CITY WATER AND SEWER DISTRICTS AND SMALL LOCAL UTILITIES, AS WELL AS USG PUBLIC WORKS SYSTEMS. 11. CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF 23 MRSA 3360-A. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITIES TO OBTAIN AUTHORIZATION PRIOR TO RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. IF A UTILITY CONFLICT ARISES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, THE MUNICIPALITY AND APPROPRIATE UTILITY COMPANY PRIOR TO PROCEEDING WITH ANY RELOCATION. 12. ALL PAVEMENT JOINTS SHALL BE SAWCUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT. 13. NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION ACCESSIBLE TO THE PUBLIC OR IN PUBLIC RIGHTS-OF-WAY. 14. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL REQUIRE A M.D.O.T. PERMIT AS WELL AS PERMITS FROM THE TOWN AS APPLICABLE. WATERLINE INSTALLATION NOTES 1. THE 1" WATER SERVICES FROM THE 8" MAIN SHALL BE DUCTILE IRON AND SHALL CONFORM TO ALL SPECIFICATIONS OF THE PORTLAND WATER DISTRICT. 2. ALL DUCTILE IRON PIPE AND SERVICES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PER AWWA STANDARDS,PWD MATERIAL SPECIFICATIONS, AND DIPRA'S POLYETHYLENE ENCASEMENT INSTALLATION RECOMMENDATIONS. 3,000 GALLON ,000 GALLON 6+50 INV HYDRANT 3,000 GALLON 4+50 CLEANOUT, TYP CONNECT TO EXISTING 8" WATER MAIN WITH TAPPING SLEEVE AND GATE VALVE AT A LOCATION 12' BEFORE THE EXISTING BLOWOFF VALVE CONNECT UGE TO EXISTING UTILITY POLE ELECTRIC SERVICE (TYP.) TRANSFORMER (TYP.) "W 0+50 MAINTAIN 7' OF SEPARATION FROM STORM DRAIN 0+00 WATER SERVICE (TYP.) SECOND GATE VALVE AT THE PROPERTY LINE, FOLLOWED BY FIELD-LOK GASKETS ON FIRST 3 SLIP JOINTS AFTER VALVE ADDED ADDITIONAL TEST PIT LOCATIONS ARF UPDATED OVERALL SITE PLAN PER SURVEYOR COMMENTS ARF FINAL PLAN SUBMISSION TO THE TOWN OF FALMOUTH ARF REVISED WATER UTILITIES PER PWD REVIEW ON UTILITY PLAN AND PROFILE ARF UPDATED SEPTIC DESIGN ON UTILITY PLAN ARF UPDATED PRELIMINARY PLAN SUBMISSION TO THE TOWN OF FALMOUTH ARF UPDATED PLAN SET PER CCSWCD COMMENTS ARF UPDATED PLAN SET PER TOWN STAFF AND PLANNING BOARD COMMENTS ARF PRELIMINARY PLAN SUBMISSION TO THE TOWN OF FALMOUTH ARF APP'D BY NO. DATE REVISIONS 3. PUBLIC MAIN IS WITHIN A 50' WIDE EASEMENT GRANTED TO THE PORTLAND WATER DISTRICT. 4. WATER PIPE SHALL BE LAID WITH A COVER OF FIVE AND A HALF (5.5') FEET FROM ESTABLISHED FINISHED GRADE TO THE TOP OF THE PIPE CONNECT TO EXISTING 8" WATER MAIN WITH TAPPING SLEEVE AND GATE VALVE FIELD-LOK GASKETS REQUIRED ON FIRST 3 SLIP JOINTS AFTER GATE VALVE transformer STREET LIGHT (TYP.) ' WIDE PORTLAND WATER DISTRICT EASEMENT (TYP.) ' BUILDING SETBACK (TYP) 8+00 SEPTIC AREA #1 (27'x56') 3 ROWS OF INDRAINS, 11'x56', TO BE INSTALLED AS DUAL SYSTEM # SEPTIC AREA #1A RESERVE - (27'x56') SEPTIC AREA #2A - RESERVE (27'x72') 3 ROWS OF INDRAINS, 11'x72', TO BE INSTALLED AS DUAL SYSTEM #2 SEPTIC AREA #2 12' 12' (27'x72') SEPTIC AREA #3 (15'x124') SEPTIC AREA #3A - RESERVE (15'x100') SEPTIC AREA #4A - RESERVE (15'x100') 15' SEPTIC AREA #4 (15'x100') 150' SETBACK FROM FILTER BASIN NO PERMANENT STRUCTURES, DISTURBANCE, OR OTHER SITE IMPROVEMENTS PERMITTED IN THE SEPTIC RESERVE AREAS, TYP. CLEANOUT P.O. Box Elderberry Lane New Gloucester, ME Office: (207) Fax: (207) TERRADYN CONSULTANTS, LLC Civil Engineering - Land Planning - Stormwater Design - Environmental Permitting > 75' SETBACK FROM LEVEL LIP SPREADER GENERAL NOTES 1. SANITARY SEWER PIPES SHALL BE LAID AT A MINIMUM SLOPE OF 2%. 2. STREET LIGHTS TO BE FULL CUT-OFF FIXTURES MOUNTED AT 10'. 3. SEE GRADING, DRAINAGE AND EROSION CONTROL PLAN FOR STORM DRAIN, CATCH BASIN, AND DRAINAGE MANHOLE INFORMATION. 4. NO PERMANENT STRUCTURES OR OTHER SITE IMPROVEMENTS SHALL BE LOCATED IN THE SEPTIC SYSTEM RESERVE AREAS. PRELIMINARY - NOT FOR CONSTRUCTION LEVEL LIP SPREADER AND FORESTED BUFFER CMP EASEMENT GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. 160 SHEET DESCRIPTION TUSCAN WAY DEVELOPMENT UTILITY PLAN PREPARED FOR DATE: 05/09/2017 SCALE: 1"=40' DESIGNED: ARF JOB NO: 1644 FILE: 1644 Base.dwg SHEET C-5.0 MR. JAMES CUMMINGS P.O. BOX 957 WINDHAM, MAINE,04062

5 ATTACHMENT B ADDITIONAL SOILS INVESTIGATION AND REPLY TO COMMENTS RECEIVED 10/11/17

6

7

8

9

CONSTRUCTION PLANS FOR ENTERPRISE RENTAL CAR

CONSTRUCTION PLANS FOR ENTERPRISE RENTAL CAR CONSTRUCTION PLANS FOR VICINITY MAP (NOT TO SCALE) DEVELOPER/OWNER: CHRISTOPHER SLOVAN ENTERPRISE HOLDINGS, INC. 284 MALLORY STATION RD, SUITE 120 FRANKLIN, TN 37067 PH: 615-309-9621 DAVIDSON CO., TENNESSSEE

More information

APPLICATION FOR RIGHT OF WAY PERMIT

APPLICATION FOR RIGHT OF WAY PERMIT City of Danville Department of Engineering & Urban Services APPLICATION FOR RIGHT OF WAY PERMIT PROJECT LOCATION: CONTRACTOR S BUSINESS NAME: CONTRACTOR'S ADDRESS: CONTRACTOR'S PHONE: OWNER S NAME: OWNER

More information

APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES

APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES B-1 General Notes: SACWSD Standard Construction Drawing Notes 1. No work shall begin on any water or wastewater construction project until the construction

More information

TOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK

TOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK TOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK COST EVALUATION FOR ROLLING HILLS AREA WATER MAIN EXTENSION PROFESSIONAL CONSULTING, LLC. Octagon 10, Office Center 1719 Route 10, Suite 225 Parsippany,

More information

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices. SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section

More information

Index. Composition and Order of Plan Set. Utility Plan... 5

Index. Composition and Order of Plan Set. Utility Plan... 5 City of Des Plaines Public Works and Engineering Department Revised-October 5, 2012 Index Composition and Order of Plan Set Title Page Number Cover Sheet... 1 Requirements for Site Development... 2 Grading

More information

CHAPTER 5 WATER SYSTEM DESIGN STANDARDS

CHAPTER 5 WATER SYSTEM DESIGN STANDARDS CHAPTER 5 WATER SYSTEM DESIGN STANDARDS TABLE OF CONTENTS CHAPTER 5 WATER SYSTEM DESIGN STANDARDS 5.00 Objective Page 1 5.01 Additional Referenced Standards Page 1 5.02 Special Design Problems Page 2 5.03

More information

NAME STREET ADDRESS CITY, STATE & ZIP CODE. GAS ELECTRIC TELEVISION TELECOMMUNICATION OTHER (check one) UNDERGROUND OVERHEAD BOTH (check one)

NAME STREET ADDRESS CITY, STATE & ZIP CODE. GAS ELECTRIC TELEVISION TELECOMMUNICATION OTHER (check one) UNDERGROUND OVERHEAD BOTH (check one) Des Plaines Utility Permit #: PUBLIC WORKS AND ENGINEERING 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5390 F: 847.391.5619 desplaines.org CITY OF DES PLAINES UTILITY PERMIT APPLICATION All entities

More information

THE ANTICIPATED SEQUENCE OF EVENTS ARE AS FOLLOWS, BUT THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

THE ANTICIPATED SEQUENCE OF EVENTS ARE AS FOLLOWS, BUT THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS GENERAL PLAN NOTES PERMANENT SIGNS PROJECT SCOPE THIS PROJECT INCLUDES REMOVAL OF PORTIONS OF CONCRETE CURB & GUTTER AND HMA SURFACE; INSTALLATION OF SANITARY AND STORM SEWER AND UNDERDRAIN; EXCAVATION

More information

UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS

UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS DESIGN STANDARDS SECTION 2 INDEX ITEM DESCRIPTION 2.00 GENERAL STATEMENT 2.01 WATER DISTRIBUTION

More information

C. Foundation stabilization for pipe and utility structures.

C. Foundation stabilization for pipe and utility structures. PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating, backfilling, and compacting for utilities, including pipe, structures, and appurtenances. B. Control of water in trenches. C. Foundation stabilization

More information

PUBLIC WORKS DEPARTMENT GENERAL NOTES

PUBLIC WORKS DEPARTMENT GENERAL NOTES PUBLIC WORKS DEPARTMENT GENERAL NOTES 1. All construction shall be in strict accordance with the standards of the City of Southlake and governed by the North Central Texas Council of Government's Standard

More information

SECTION SITE PREPARATION. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.

SECTION SITE PREPARATION. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. SECTION 311000 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting

More information

CITY OF MERIDIAN LAND DEVELOPMENT SERVICES SUBDIVISION PLAN REVIEW CHECK LIST

CITY OF MERIDIAN LAND DEVELOPMENT SERVICES SUBDIVISION PLAN REVIEW CHECK LIST Project Name: Hearing Date: Reviewer: Date of Review: # OK NEED N/A General Plan Design All documents, design standards, specifications, and forms should be taken from the website each time they are used

More information

F. Provide at least 2 feet of vertical separation between a water line and any utility or stormdrain crossing it.

F. Provide at least 2 feet of vertical separation between a water line and any utility or stormdrain crossing it. Section 3 F. Provide at least 2 feet of vertical separation between a water line and any utility or stormdrain crossing it. 3.8 Highway Crossings The design engineer shall, prior to the design of any highway

More information

SITE PLAN NOTES 1. MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED FROM VIEW WITH HEDGE.

SITE PLAN NOTES 1. MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED FROM VIEW WITH HEDGE. SITE PLAN NOTES FLOOD STATEMENT BY 1. MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED FROM VIEW WITH HEDGE. 2. DUMPSTER SCREENING SHALL BE OF SIMILAR COLOR, MATERIAL, AND DESIGN AS THE PRIMARY STRUCTURE.

More information

SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS

SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS Section Page 13-1 GENERAL... 13.1 13-1.01 Preservation of Property... 13.1 13-1.02 Overloading, Pavement Protection & Repair... 13.1 13-2 REMOVING EXISTING

More information

PLANNING AND ZONING COMMISSION APPLICATION FOR IMPROVEMENT PLAT APPROVAL

PLANNING AND ZONING COMMISSION APPLICATION FOR IMPROVEMENT PLAT APPROVAL PLANNING AND ZONING COMMISSION APPLICATION FOR IMPROVEMENT PLAT APPROVAL Date Submitted: Project Number: CITY OF ALEXANDRIA 8236 WEST MAIN STREET ALEXANDRIA, KY 41001 (859) 635-4125 FAX (859) 635-4127

More information

Construction Documents Checklist

Construction Documents Checklist Construction Documents Checklist The following must be completed prior to final approval of site development plans (Construction Documents) by the Town: Final Drainage Report signed by engineer-of-record

More information

CONDITIONS EXISTING EXISTING CONDITIONS SURVEY PROVIDED BY EGAN, FIELD & NOWAK ON FEBRUARY 20, PRELIMINARY - NOT FOR CONSTRUCTION

CONDITIONS EXISTING EXISTING CONDITIONS SURVEY PROVIDED BY EGAN, FIELD & NOWAK ON FEBRUARY 20, PRELIMINARY - NOT FOR CONSTRUCTION K:\TWC_LDEV\\ABRA\Maple Grove, \ Design\CAD\PlanSheets\C- CONDITIONS.dwg April 4, 018 - :44pm 40 0 8 CONDITIONS SURVEY PROVIDED EGAN, FIELD & NOWAK ON FEBRUARY 0, 018. LIMITS OF CONSTRUCTION OVERHEAD POWER

More information

TOWN OF HOLLIS, NEW HAMPSHIRE

TOWN OF HOLLIS, NEW HAMPSHIRE TOWN OF HOLLIS, NEW HAMPSHIRE ROAD and DRIVEWAY SPECIFICATIONS APPENDIX (Adopted 10/7/08) APPENDIX A A. Road Design Standards 1. Pavement and drainage facilities, curbs and sidewalks, when required, shall

More information

CITY OF LA QUINTA GENERAL NOTES GENERAL NOTES

CITY OF LA QUINTA GENERAL NOTES GENERAL NOTES CITY OF LA QUINTA GENERAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA, THE LATEST EDITION OF THE STANDARD SPECIFICATIONS

More information

West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z185-CP Prepared For. Chao & Associates, Inc.

West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z185-CP Prepared For. Chao & Associates, Inc. West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z1-CP Prepared For by: CA#: 398108-16 The Owner Is: 743 Greene Street Columbia, SC 29208 Project Manager Civil and Surveying DRAWING INDEX

More information

Town of Friday Harbor PO Box 219 / Friday Harbor / WA / (360) / fax (360) /

Town of Friday Harbor PO Box 219 / Friday Harbor / WA / (360) / fax (360) / Town of Friday Harbor PO Box 219 / Friday Harbor / WA / 98250 (360) 378-2810 / fax (360) 378-5339 / www.fridayharbor.org LAND CLEARING, GRADING, OR FILLING PERMIT APPLICATION APPLICATION DATE GRD No. APPLICANT/FRANCHISE

More information

T a b l e o f C o n t e n t s

T a b l e o f C o n t e n t s C i t y o f G l a d s t o n e P u b l i c W o r k s D e s i g n S t a n d a r d s T a b l e o f C o n t e n t s SECTION THREE SANITARY SEWER REQUIREMENTS... 1 3.0000 SANITARY SEWERS... 1 3.0010 General

More information

CITY OF SAFETY HARBOR 750 MAIN STREET, SAFETY HARBOR, FLORIDA PHONE: 727/ FAX: 727/

CITY OF SAFETY HARBOR 750 MAIN STREET, SAFETY HARBOR, FLORIDA PHONE: 727/ FAX: 727/ CITY OF SAFETY HARBOR 750 MAIN STREET, SAFETY HARBOR, FLORIDA 34695 PHONE: 727/724-1555 FAX: 727/724-1566 RIGHT-OF-WAY / EASEMENT USE PERMIT DATE SUBMITTED: EXPIRATION DATE: Submit the following to the

More information

SPECIAL SPECIFICATION. Water and Sewer System and Appurtenances

SPECIAL SPECIFICATION. Water and Sewer System and Appurtenances 2004 Specifications CSJ 2250-01-021, etc SPECIAL SPECIFICATION 5243 Water and Sewer System and Appurtenances 1. Description. This Item governs for the furnishing of all equipment, labor and materials to

More information

DEPARTMENT OF PUBLIC UTILITIES

DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES Orangeburg, South Carolina PLUMBING RULES AND REGULATIONS TABLE OF CONTENTS Section Page 1.0 General... 1 1.1 Definitions... 1 2.0 Water Distribution System... 3 2.1 Water

More information

ENGINEERING REVIEW CHECKLIST City of Mount Clemens

ENGINEERING REVIEW CHECKLIST City of Mount Clemens (To be completed by the Developer s & Submitted with ing Plans) DATE: PROJECT NAME: Site Plan Approved: Date DESIGN ENGINEERING COMPANY: ing Company Contact Information: Name: Phone: Email: Owner Contact

More information

SECTION CONSTRUCTION SERVICES

SECTION CONSTRUCTION SERVICES SECTION 01100 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 - Section Includes A. Mobilization. B. Construction Surveys. C. Record Documents. 1.02 Description Of Work A. Mobilization: includes the preparatory

More information

SECTION EARTHWORK; EXCAVATION, FILLING AND GRADING. A. Excavating soil and other material for surface improvements.

SECTION EARTHWORK; EXCAVATION, FILLING AND GRADING. A. Excavating soil and other material for surface improvements. SECTION 31 20 00 PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating soil and other material for surface improvements. B. Excavating soil and other material for drainage basins. C. Placing fill. D. Compaction

More information

SOUTH GRANVILLE WATER AND SEWER AUTHORITY GENERAL DESCRIPTION OF COST ITEMS AND BID ITEMS FOR H STREET BY-PASS WATERLINE CONTRACT NO.

SOUTH GRANVILLE WATER AND SEWER AUTHORITY GENERAL DESCRIPTION OF COST ITEMS AND BID ITEMS FOR H STREET BY-PASS WATERLINE CONTRACT NO. SOUTH GRANVILLE WATER AND SEWER AUTHORITY GENERAL DESCRIPTION OF COST ITEMS AND BID ITEMS FOR H STREET BY-PASS WATERLINE CONTRACT NO. 2017-1 43 SOUTH GRANVILLE WATER AND SEWER AUTHORITY H STREET BY-PASS

More information

COLLIER COUNTY Growth Management Department

COLLIER COUNTY Growth Management Department COLLIER COUNTY Growth Management Department July 07, 2015 Josh Fruth Davidson Engineering, Inc Suite 201 4365 Radio Rd Naples, FL 34104 EMAIL - Josh@DavidsonEngineering.Com; jessica@davidsonengineering.com

More information

PART II. - SPECIFICATIONS AND DESIGN STANDARDS TO CITY OF HEWITT, TEXAS SUBDIVISION ORDINANCE FOR PUBLIC WORKS CONSTRUCTION [TEXT]

PART II. - SPECIFICATIONS AND DESIGN STANDARDS TO CITY OF HEWITT, TEXAS SUBDIVISION ORDINANCE FOR PUBLIC WORKS CONSTRUCTION [TEXT] PART II. - SPECIFICATIONS AND DESIGN STANDARDS TO CITY OF HEWITT, TEXAS SUBDIVISION ORDINANCE FOR PUBLIC WORKS CONSTRUCTION [TEXT] A. - General. B. - Streets. C. - Stormwater drainage system. D. - Water

More information

SECTION WATER MAINS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA

SECTION WATER MAINS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA SECTION 6900 - WATER MAINS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA 6901 DESIGN CRITERIA A. General 1. The design standards presented in the City of Lee's Summit Design Criteria are the minimum standards

More information

CITY OF ALBANY Public Works Department ADDENDUM #1 ST , MAIN STREET REHABILITATION

CITY OF ALBANY Public Works Department ADDENDUM #1 ST , MAIN STREET REHABILITATION CITY OF ALBANY Public Works Department ADDENDUM #1 ST-13-04-2014, MAIN STREET REHABILITATION In order to clarify the intent of the Specifications and Drawings, the following provisions are provided and

More information

CITY OF ALBANY Public Works Department ADDENDUM #1 ST CROCKER LANE RECONSTRUCTION

CITY OF ALBANY Public Works Department ADDENDUM #1 ST CROCKER LANE RECONSTRUCTION CITY OF ALBANY Public Works Department ADDENDUM # ST-6-02 CROCKER LANE RECONSTRUCTION In order to clarify the intent of the Specifications and Drawings, the following provisions are provided and shall

More information

QUANTITIES MOBILIZATION PAVT, REM EROSION CONTROL, INLET PROTECTION, FABRIC DROP 12 EA AGGREGATE BASE AGGREGATE BASE, CONDITIONING SHOULDER, CL II

QUANTITIES MOBILIZATION PAVT, REM EROSION CONTROL, INLET PROTECTION, FABRIC DROP 12 EA AGGREGATE BASE AGGREGATE BASE, CONDITIONING SHOULDER, CL II 7/12/18 GENERAL NOTES SPECIFICATIONS: ALL WORK AND MATERIALS, UNLESS OTHERWISE STATED IN THESE PLANS, SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) 2012 STANDARD SPECIFICATIONS

More information

CHAPTER 7 - INFRASTRUCTURE INSPECTION AND ACCEPTANCE... 2

CHAPTER 7 - INFRASTRUCTURE INSPECTION AND ACCEPTANCE... 2 CHAPTER 7 - INFRASTRUCTURE INSPECTION AND ACCEPTANCE... 2 7.1. GENERAL.... 2 7.1.1. Inspection Restriction Dates.... 2 7.1.2. Complete Improvements.... 2 7.1.3. Public Improvements.... 2 7.1.4. Warranty

More information

GRADING & DRAINAGE PERMIT SOIL EROSION AND SEDIMENTATION CONTROL PERMIT PROGRAM OVERVIEW

GRADING & DRAINAGE PERMIT SOIL EROSION AND SEDIMENTATION CONTROL PERMIT PROGRAM OVERVIEW GRADING & DRAINAGE PERMIT SOIL EROSION AND SEDIMENTATION CONTROL PERMIT PROGRAM OVERVIEW Chapter 8 Building and Building Regulations, Article XIII Grading and Drainage and Article XV Soil Erosion and Sedimentation

More information

1.01 GENERAL. l.02 PIPELINE TRENCH EXCAVATION PIPELINES AND STRUCTURES REVISION: SECTION 1 PAGE : 1-1

1.01 GENERAL. l.02 PIPELINE TRENCH EXCAVATION PIPELINES AND STRUCTURES REVISION: SECTION 1 PAGE : 1-1 1.01 GENERAL A. The Contractor shall perform all excavation, backfilling, grubbing and grading required for construction and installation of pipelines, structures and appurtenances. Excavation shall include

More information

Project Location: Various, Anywhere, PA Bid Date: 7/16/ Rock Construction Entrance

Project Location: Various, Anywhere, PA Bid Date: 7/16/ Rock Construction Entrance To: Project Name: Bidding Company Site Work Project Contact: Address: Various Phone: Fax: Bid Number: Project Location: Various, Anywhere, PA Bid Date: 7/16/2014 Clarifications: This takeoff does not include

More information

Town of Huntertown Lima Road * PO Box 95 * Huntertown, IN Phone (260) * * Fax (260)

Town of Huntertown Lima Road * PO Box 95 * Huntertown, IN Phone (260) *   * Fax (260) HUNTERTOWN APPLICATION FOR NEW WATER AND SEWER SERVICES All requests for new water and sewer service shall be made to the Huntertown Utility Service Board for their approval before any connections can

More information

EXHIBIT F STUDIO GC DRAWINGS

EXHIBIT F STUDIO GC DRAWINGS STUDIO GC DRAWINGS GENERAL NOTES 4700 S Ravinia Ave, Orland Park, IL 6046 DRAWING INDEX. BEFORE BEGINNING WORK AT THE SITE AND THROUGHOUT THE COURSE OF THE WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION

More information

COLUMBIA WATERSHED MANAGMENT PLAN SWM RETROFIT CONCEPT LE-RRI-015 QUEEN MARIA COURT

COLUMBIA WATERSHED MANAGMENT PLAN SWM RETROFIT CONCEPT LE-RRI-015 QUEEN MARIA COURT 1A. OWNER/ DEVELOPER: COLUMBIA ASSOCIATION 10221 WINCOPIN CIRCLE COLUMBIA, MD. 210443410 HOWARD COUNTY DEPARTMENT OF PUBLIC WORKS 5. Total area of site is: Total area disturbed is: Total area vegetatively

More information

INSPECTION AND ACCEPTANCE FOR MAINTENANCE

INSPECTION AND ACCEPTANCE FOR MAINTENANCE Inspection and Acceptance For Maintenance Page 1 (Last revised 6/29/10) INSPECTION AND ACCEPTANCE FOR MAINTENANCE SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Acceptance Sewer As Built Drwg Example

More information

City of Logan Sanitary Sewer Design Standards

City of Logan Sanitary Sewer Design Standards City of Logan Sanitary Sewer Design Standards 2011 http://www.loganutah.org/public_works/engineering/stdsspecsdesign.cfm Table of Contents PART 1. CITY OF LOGAN SANITARY SEWER SYSTEM DESIGN STANDARDS FOR

More information

PLANS. All plans shall be submitted on 24 x 36 sheets

PLANS. All plans shall be submitted on 24 x 36 sheets PLANS All plans shall be submitted on 24 x 36 sheets PLANS FOR CONSTRUCTION - (STICKY BACKS NOT ACCEPTABLE) Cover Sheet The first sheet of the plan and profile will not be accepted as a cover sheet. The

More information

FENCES. This hand out is for REFERENCE ONLY. For more details see specific code sections.

FENCES. This hand out is for REFERENCE ONLY. For more details see specific code sections. Village of Vernon Hills Community Development Department 290 Evergreen Drive, Vernon Hills, IL 60061 Phone 847-367-3704 - Fax 847-367-2541 - http:// www.vernonhills.org FENCES This hand out is for REFERENCE

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following

More information

TOWN OF MANCHESTER PLANNING AND ZONING COMMISSION Subdivision Application Minimum Submission Requirements

TOWN OF MANCHESTER PLANNING AND ZONING COMMISSION Subdivision Application Minimum Submission Requirements TOWN OF MANCHESTER PLANNING AND ZONING COMMISSION Subdivision Application Minimum Submission Requirements This checklist is to be completed and submitted with all Subdivision Applications. The Town reserves

More information

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations. COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please

More information

Chapter 3: Permit Procedures and Requirements

Chapter 3: Permit Procedures and Requirements Chapter 1: General Provisions 1 1 Short Title 1 2 Jurisdiction 1 3 Amendments and Revisions 1 4 Enforcement Responsibility 1 5 Review Process 1 6 Prior Approval 1 7 Relationship to Other Standards 1 8

More information

SITE SPECIFIC GRADING PLAN FOR CONTIGUOUS SINGLE LOT SINGLE FAMILY RESIDENTIAL CONSTRUCTION WITH PREVIOUSLY APPROVED PRELIMINARY PLAT (FORM 2)

SITE SPECIFIC GRADING PLAN FOR CONTIGUOUS SINGLE LOT SINGLE FAMILY RESIDENTIAL CONSTRUCTION WITH PREVIOUSLY APPROVED PRELIMINARY PLAT (FORM 2) WASHINGTON COUNTY DIVISION OF PLAN REVIEW AND PERMITTING 80 West Baltimore Street Hagerstown, Maryland 21740-6003 Telephone: (240) 313-2460 FAX: (240) 313-2461 Hearing Impaired call 7-1-1 for Maryland

More information

GENERAL NOTES AND CONDITIONS STORM SEWER 1. ALL EARTHWORK, GRADING AND PAVING SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS, STATE OF ILLINOIS

More information

TOWN OF WINDSOR CONSTRUCTION GUIDELINES

TOWN OF WINDSOR CONSTRUCTION GUIDELINES TOWN OF WINDSOR CONSTRUCTION GUIDELINES 1 CONSTRUCTION GUIDELINES Contents Certificate of Occupancy SAFEbuilt Utilities/Construction Water Fire Hydrant Meters Water & Sewer Service Standards Sump Pump

More information

SECTION PROTECTION AND RESTORATION OF EXISTING FACILITIES

SECTION PROTECTION AND RESTORATION OF EXISTING FACILITIES PART 1 - GENERAL 1.1 GENERAL A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements

More information

SECTION 1 GENERAL NOTES

SECTION 1 GENERAL NOTES ISSUE DATE NOVEMBER 1st, 2011 SECTION 1 Page List Page Number Page Title COVER COVER GN-01 PAGE 1 GN-02 PAGE 2 GN-03 PAGE 3 GN-04 PAGE 4 GN-05 PAGE 5 GN-06 PAGE 6 GN-07 PAGE 7 : 1. (CCU) STANDARD SPECIFICATIONS

More information

ARCHITECT: GENERAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND ADVISE THE ENGINEER OF ANY CONFLICTS OF REPRESENTATION BETWEEN DRAWINGS AND/OR SPECIFICATIONS PRIOR TO COMMENCING

More information

GUIDANCE MEMO NO : GUIDANCE CRITERIA FOR THE SEPARATION OF WATER MAINS AND NON-POTABLE PIPELINES

GUIDANCE MEMO NO : GUIDANCE CRITERIA FOR THE SEPARATION OF WATER MAINS AND NON-POTABLE PIPELINES State of California Memorandum Department of Health Services Date: April 4, 2003 To: From: Subject: Regional and District Engineers David P. Spath, Ph.D., Chief (Original signed by Dave) Drinking Water

More information

Procedures for Connecting to Central Sewer System

Procedures for Connecting to Central Sewer System Procedures for Connecting to Central Sewer System These procedures and requirements are taken from the Taney County Regional Sewer District s appoved Sewer Use Regulation, Article 4 Building Sewers and

More information

Section 403. DRAINAGE STRUCTURES

Section 403. DRAINAGE STRUCTURES 403.01 Section 403. DRAINAGE STRUCTURES 403.01. Description. This work consists of adjusting, constructing, or temporarily lowering drainage structures and cleaning existing drainage structures and leads

More information

PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS

PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS PART 3 - STANDARDS FOR SEWERAGE FACILITIES 3.3 - DESIGN OF STORM SEWERS 3.301 Design of Storm Sewers A. General Information B. Investigations and Surveys C. Special Projects 3.302 Design Criteria for Storm

More information

Public Works and Utilities Department RIGHT-OF-WAY USE PERMIT APPLICATION

Public Works and Utilities Department RIGHT-OF-WAY USE PERMIT APPLICATION RIGHT-OF-WAY USE PERMIT APPLICATION INSTRUCTIONS 1. The Engineering Section of the City of Bradenton Department of Public Works and Utilities is responsible for processing and approving all ROW Use Permits.

More information

Fence and Wall Guidelines

Fence and Wall Guidelines City of Republic - Community Development Department Community Development Department Fence and Wall Guidelines Fencing Permit Requirement Fences are classified as Group U structures and are regulated to

More information

New Commercial Construction Permit

New Commercial Construction Permit New Commercial Construction Permit Zoning requirements Staff recommends always verifying the zoning requirements for your project before deciding to build. Warrensburg has eleven separate zoning districts,

More information

General Rules and Regulations

General Rules and Regulations General Rules and Regulations City of Hamilton, Ohio Sanitary Sewer Collection and Treatment Revised December 23, 2016 Page 1 of 13 To Our Customers, Sanitary Sewer Collection and Treatment Department

More information

STANDARD GRADING AND SOIL EROSION & SEDIMENT CONTROL PLAN FOR SINGLE LOT SINGLE FAMILY RESIDENTIAL CONSTRUCTION AND MINOR EARTH DISTURBANCES

STANDARD GRADING AND SOIL EROSION & SEDIMENT CONTROL PLAN FOR SINGLE LOT SINGLE FAMILY RESIDENTIAL CONSTRUCTION AND MINOR EARTH DISTURBANCES DIVISION OF ENGINEERING & CONSTRUCTION MANAGEMENT PLAN REVIEW DEPARTMENT WASHINGTON COUNTY SOIL CONSERVATION DISTRICT 1260 Maryland Avenue, Suite 101 Hagerstown, MD 21740 Telephone: (301) 797-6821, Ext.

More information

SECTION 10 - TRENCHING AND BACKFILLING

SECTION 10 - TRENCHING AND BACKFILLING SECTION 10 - TRENCHING AND BACKFILLING 10.1 General A. Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 10.1.1 Related requirements

More information

GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887

GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887 GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887 Phone: (978) 657-9714 Fax: (978) 657-7915 November 17, 2017 Ms. Sheila Page, Town Planner 101 Main

More information

GENERAL NOTES FOR FORCE MAINS: *CONTACTOR SHALL HAVE RICHMOND UTILITIES PERSONNEL ON SITE WHEN DIGGING OVER OR AROUND UTILITY LINES AND PUMP STATIONS. CONTRACTOR SHALL SCHEDULE EXCAVATION WITH RICHMOND

More information

**RESPONSES TO COMMENTS MUST BE RETURNED WITH REVISED PLANS FOR FINAL PLAN APPROVAL.** Approved as submitted X Needs attention N/A Non-Applicable

**RESPONSES TO COMMENTS MUST BE RETURNED WITH REVISED PLANS FOR FINAL PLAN APPROVAL.** Approved as submitted X Needs attention N/A Non-Applicable PLAN REVIEW CHECKLIST FOR WATER MAINS AND SANITARY SEWERS CITY OF ANDERSON / ELECTRIC CITY UTILITIES ************************************************************************************* Project Name:

More information

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: CONSTRUCTION SURVEY PART 1 - GENERAL 1.01 SECTION INCLUDES Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: A. Construction Survey: 1. Project

More information

SECTION CS-2. TRENCH EXCAVATION CONSTRUCTION STANDARDS

SECTION CS-2. TRENCH EXCAVATION CONSTRUCTION STANDARDS SECTION CS-2. TRENCH EXCAVATION CONSTRUCTION STANDARDS CS-2-01. GENERAL: Trench excavation shall conform with the City Standard Specifications. In general a trench is defined as an excavation in which

More information

Everett Water Department Rules. & Regulations. Notification Page 2. Public Water Mains Page 2. Private Water Mains Page 2. Water Conservation Page 3

Everett Water Department Rules. & Regulations. Notification Page 2. Public Water Mains Page 2. Private Water Mains Page 2. Water Conservation Page 3 Everett Water Department Rules & Regulations Notification Page 2 Public Water Mains Page 2 Private Water Mains Page 2 Water Conservation Page 3 Permits Page 3 New Water Service Page 3 Existing Water Service

More information

If you have any questions during the review of the enclosed materials, please call me at (207) or me at

If you have any questions during the review of the enclosed materials, please call me at (207) or  me at October 21, 2016 Ms. Amanda Lessard Town Planner Town of Windham 8 School Road 04062 RE: Response to Comments - Minor Site Plan Application Dear Ms. Lessard: St.Germain Collins has prepared responses to

More information

Ordinance No Lot Surface Drainage

Ordinance No Lot Surface Drainage Ordinance No. 35-2008 - Lot Surface Drainage The Township has adopted a new Lot Surface Drainage Ordinance which amends Chapter 170, Article IX, Subdivision and Site Plan Review by adding a new Section

More information

ZONING CLEARANCE PLAN REVIEW CHECKLIST. Based on the Revised Town of Carefree Zoning Ordinance

ZONING CLEARANCE PLAN REVIEW CHECKLIST. Based on the Revised Town of Carefree Zoning Ordinance ZONING CLEARANCE PLAN REVIEW CHECKLIST Based on the Revised Town of Carefree Zoning Ordinance Date: Applicant: Permit Number: Reviewer: Address: Lot & Subdivision: Zoning District: New SRF: Addn/Remodel:

More information

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

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

More information

STANDARD SPECIFICATIONS

STANDARD SPECIFICATIONS TOWN OF COLONIE DEPARTMENT OF PUBLIC WORKS DIVISION OF PURE WATERS STANDARD SPECIFICATIONS for RESIDENTIAL SANITARY SEWER CONNECTIONS Latest Revision Date: November 2017 TABLE OF CONTENTS Section Page

More information

Accessory Building/Detached Building Permit

Accessory Building/Detached Building Permit Accessory Building/Detached Building Permit Zoning requirements Staff recommends always verifying the zoning requirements for your project before deciding to build. Warrensburg has eleven separate zoning

More information

APPLICATION FOR A SITE CONSTRUCTION PERMIT

APPLICATION FOR A SITE CONSTRUCTION PERMIT CITY OF KLAMATH FALLS PUBLIC WORKS ENGINEERING 226 S. 5 th St., Klamath Falls, OR 97601 Phone (541) 883-5368 Fax (541) 883-5287 APPLICATION FOR A SITE CONSTRUCTION PERMIT For City Use Only: APPLICATION

More information

CITY OF DELRAY BEACH LAKE IDA DRAINAGE IMPROVEMENTS

CITY OF DELRAY BEACH LAKE IDA DRAINAGE IMPROVEMENTS LAKE IDA DRAINAGE IMPROVEMENTS = LIMITS OF PROJECT AREA 1760G01.DWG SURVEY LEGEND: SURVEY SYMBOL LEGEND: PLAT LEGEND: STATEMENT OF PURPOSE: SURVEY TREE LEGEND: SITE BENCHMARKS: SURVEY PREPARED BY: DENNIS

More information

Contractor Policy Manual

Contractor Policy Manual Contractor Policy Manual City of Sioux City Public Works Department Utilities Field Office 1921 18 th Street (712) 279-6913 Table of Contents Clearance Permits... 1 Airport Permits... 1 Clearance Permit

More information

SECTION TRENCHING & BACKFILLING

SECTION TRENCHING & BACKFILLING SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications

More information

SECTION VI POTABLE WATER, RECYCLED WATER, AND SANITARY SEWER SYSTEM FACILITY CONSTRUCTION

SECTION VI POTABLE WATER, RECYCLED WATER, AND SANITARY SEWER SYSTEM FACILITY CONSTRUCTION SECTION VI POTABLE WATER, RECYCLED WATER, AND SANITARY SEWER SYSTEM FACILITY CONSTRUCTION SECTION VI POTABLE WATER, RECYCLED WATER, AND SANITARY SEWER SYSTEM FACILITY CONSTRUCTION A. CONSTRUCTION STEPS

More information

PUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR

PUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR EASEMENT NOTES:. EASEMENT LIMIT SHOWN AS PROVIDED BY. TESC NOTES:. CONTRACTOR SHALL DEVELOP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND PROVIDE ONSITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)

More information

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE

More information

Construction Documents (CDs) Required Signature Blocks and Standard Notes

Construction Documents (CDs) Required Signature Blocks and Standard Notes Development Services Department 100 N. Wilcox Street, Castle Rock CO 80104 Project Manager 720-733-3582 Construction Documents (CDs) Required Signature Blocks and Standard Notes Revised July 17, 2017 INDEMNIFICATION

More information

Engineer s Packet. Water and Sewer

Engineer s Packet. Water and Sewer Engineer s Packet Water and Sewer The White House Utility District engineer s packet has been created to help streamline the plan review and plan approval of projects within the White House Utility District

More information

A. This section includes the furnishing and installation of a foundation drainage system.

A. This section includes the furnishing and installation of a foundation drainage system. PAGE 334613-1 SECTION 334613 SPECIFIER: This Section is written to specify a drainage system for buildings, which normally includes a drain installed around the perimeter of a building or basement, but

More information

STANDARD DETAILS. Revised January Bonita Springs Utilities, Inc East Terry Street (239)

STANDARD DETAILS. Revised January Bonita Springs Utilities, Inc East Terry Street (239) STANDARD DETAILS Revised January 2018 Bonita Springs Utilities, Inc. 11900 East Terry Street Bonita Springs, FL 34135 (239) 992-0711 DETAIL SHEET INDEX WATER DETAILS W-1 CONSTRUCTION JUMPER ASSEMBLY W-2

More information

SECTION TRENCHING, BACKFILLING AND COMPACTION. B. Provide necessary sheeting, shoring and bracing.

SECTION TRENCHING, BACKFILLING AND COMPACTION. B. Provide necessary sheeting, shoring and bracing. SECTION 02221 TRENCHING, BACKFILLING AND COMPACTION PART 1 GENERAL 1.01 WORK INCLUDED A. Excavation for piped utility material. B. Provide necessary sheeting, shoring and bracing. C. Prepare trench bottom

More information

Valley Forge and NC Hwy 86

Valley Forge and NC Hwy 86 85 86 AVAILABLE FOR PRE-LEASE Valley Forge and NC Hwy 86 Partnership. Performance. Features Type Building Size Available sf Rental Rate Delivery Date Location Class A Office Building 25,000 sf 0,000 sf

More information

BARTOW COUNTY RESIDENTIAL DRAINAGE PLAN or RDP

BARTOW COUNTY RESIDENTIAL DRAINAGE PLAN or RDP BARTOW COUNTY RESIDENTIAL DRAINAGE PLAN or RDP A Residential Drainage Plan accepted by the Engineering Department shall be required prior to issuance of a Building Permit on those lots subject to periodic

More information

CITY OF FORKS CLALLAM COUNTY, WASHINGTON TIB PROJECT NO. 6-W-825(008)-1 SOUTH ELDERBERRY AVENUE RECONSTRUCTION SITE MAP

CITY OF FORKS CLALLAM COUNTY, WASHINGTON TIB PROJECT NO. 6-W-825(008)-1 SOUTH ELDERBERRY AVENUE RECONSTRUCTION SITE MAP CITY OF FORKS CLALLAM COUNTY, WASHINGTON TIB PROJECT NO. 6-W-825(008)-1 CIVIL COVER FORKS VICINITY MAP SCALE: NTS LOCATION MAP SCALE: 1" = 100' PROJECT LOCATION SITE MAP SCALE: 1" = 40' LIST TABLE C:\CAD\PROJECTS\JCE\

More information

TABLE OF CONTENTS SECTION 700 STORM DRAINAGE STANDARDS...

TABLE OF CONTENTS SECTION 700 STORM DRAINAGE STANDARDS... TABLE OF CONTENTS SECTION 700 STORM DRAINAGE STANDARDS... 700-1 701 GENERAL... 700-1 702 GENERAL REQUIREMENTS... 700-1 703 GENERAL DESIGN STANDARDS... 700-2 704 POND DESIGN STANDARDS... 700-2 705 EROSION

More information

WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS

WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS City Utilities of Springfield, Missouri REVISED: 06/18/2018 **DISCLAIMER** IT IS THE RESPONSIBILITY OF THE END USER OF THIS WATER STANDARDS BOOK TO MAKE

More information

Wastewater Collection. (Sewer Alternatives)

Wastewater Collection. (Sewer Alternatives) Wastewater Collection (Sewer Alternatives) Sewer Basics Collection and transport of wastewater from each home/building to the point where treatment occurs. Wastewater Characterization Solids Liquids Pipe

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER)

San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER) San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER) 824.1 DESCRIPTION: This item shall consist of water service supply lines adjustment and installation

More information