PRELIMINARY DEVELOPMENT PLAN INFORMATION

Size: px
Start display at page:

Download "PRELIMINARY DEVELOPMENT PLAN INFORMATION"

Transcription

1 PRELIMINARY DEVELOPMENT PLAN INFORMATION SITE AREA =.0 AC. (,8,8 S.F.) BUILDING FOOTPRINT =,8 S.F. PAVEMENT/PARKING AREA = 0,98 S.F. BUILDING COVERAGE OF SITE = % SITE IMPROVEMENT PLAN NOTES. ALL UTILITY INFORMATION SHOWN HEREIN IS BASED ON THE INFORMATION AVAILABLE TO THE DESIGN PROFESSIONAL AT THE TIME OF DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY DEPTHS AND LOCATIONS PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES AND INCIDENTAL DAMAGE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BUILDING SITES/LOTS = (SHOWN AS LOT ON THIS PLAN) SEMI-TRUCK PARKING = CAR PARKING = + ADA. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL RECORD "AS-BUILT" DIMENSIONS OR LOCATIONS OF ANY APPURTENANCES IF THEY DIFFER FROM THE PLANS.. ALL HANDICAPPED SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL STATE, LOCAL, AND ADA SPECIFICATIONS AS CURRENTLY IN EFFECT. 8. CONTACT AFFECTED OWNER(S) A MINIMUM OF HOURS PRIOR TO HALTING OF UTILITY SERVICES. UNDER NO CIRCUMSTANCE SHALL ANY UTILITY SERVICE BE DISCONTINUED FOR MORE THAN ONE () -HOUR PERIOD.. ALL DISTURBED OFFSITE CONDITIONS SHALL BE REPLACED TO THEIR PREVIOUS CONDITION(S). ANY DAMAGE TO OR REMOVAL OF EXISTING CONDITIONS OCCURRING UPON ADJACENT PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR PREVIOUS CONDITION(S).. CARE SHALL BE EXERCISED BY THE CONTRACTOR TO PRESERVE AND/OR PROTECT ANY EXISTING VEGETATION OUTSIDE OF AREAS TO BE GRADED. THE PERSON(S) WHO DAMAGES ANY OF THESE AREAS SHALL BE HELD RESPONSIBLE FOR ALL COSTS OF REPLACEMENT MATERIALS AND LABOR. 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION. 8. CONNECT WATER LINES WITH APPROPRIATE TEE JOINTS & VALVE BOXES PER KC METRO APWA STANDARDS. CONTACT JOHNSON COUNTY WATER DEPARTMENT REPRESENTATIVE PRIOR TO ANY WATER LINE INSTALLATION ALL ROUTING AND INSTALLATION OF PROPOSED UTILITIES (TELEPHONE, GAS, WATER, ETC.) SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE APPROPRIATE UTILITY PROVIDER. ALL UTILITY ROUTING SHALL BE APPROVED BY THE OWNER/ARCHITECT AND THE APPROPRIATE UTILITY PROVIDER PRIOR TO INSTALLATION. ANY PROPOSED UTILITY ROUTING DESIGNATED ON THESE DOCUMENTS ARE FOR GENERAL GUIDELINES ONLY UNLESS OTHERWISE SPECIFIED. BARTLETT & WEST INC. ASSUMES NO LIABILITY FOR IMPROPER ROUTING OR CONNECTIONS TO EXISTING UTILITIES ALL METHODS AND MEANS OF CONSTRUCTION PERFORMED ON THIS PROJECT SHALL CONFORM TO KC METRO APWA DESIGN CRITERIA AND SPECIFICATIONS.. REFER TO SHEETS C7.0 AND C8. TO C8. FOR ALL UTILITY ROUTING, CONNECTIONS, ETC.. REFER TO ELECTRICAL ENGINEER'S PLANS FOR ALL LOCATIONS, TYPE, DESIGN AND DETAILS OF SITE LIGHTING AND ALL ELECTRICAL ROUTING USED THROUGHOUT THE PROJECT.. CONTRACTOR TO INSTALL ANY NECESSARY OIL/WATER SEPARATORS BASED ON BUILDING USE. COORDINATE WITH UTILITY PLAN. PLANNING CODE NOTES 0. THIS FINAL DEVELOPMENT PLAN REFLECTS THE OVERALL BUILDING SIZE AND FOOTPRINT. THE TENANT MAY CHOOSE TO ONLY BUILD A PORTION OF THE BUILDING AT THIS TIME. ONCE THE REST OF THE FACILITY IS WARRANTED, THE TENANT WILL COMPLETE THE CONSTRUCTION TO MATCH BUILDING IN THESE PLANS. THE TENANT MUST AMEND THE FINAL DEVELOPMENT PLAN IF THEY CHOOSE TO CONSTRUCT A BUILDING LARGER THAN WHAT IS SHOWN IN THESE DOCUMENTS.. SITE INFORMATION: ZONING: PEC CURRENT USE: OPEN FIELD WITH GRAVEL PARKING PROPOSED USE: COLD STORAGE FACILITY. A CONDITIONAL USE PERMIT APPLICATION IS BEING SUBMITTED WITH THIS FINAL DEVELOPMENT FOR THE HEIGHT OF THE BUILDING TO EXCEED THE HEIGHT REFERENCED GOVERNING CODES PARKING INFORMATION: REQUIRED PARKING - STALL FOR,000 FLOOR AREA,8 GROSS SQUARE FEET = PARKING STALLS REQUIRED PROVIDED PARKING - 8 STALLS ( + ADA STALLS) WITH THE PROJECT, IT IS REQUESTED THAT A VARIANCE BE GRANTED FOR THE TOTAL NUMBER OF REQUIRED STALLS. LINEAGE LOGISTICS WILL HAVE THREE SHIFTS WORKING AT FULL BUILD OUT WITH AROUND 98 EMPLOYEES PER SHIFT. THE SHIFTS WILL NOT OVERLAP SO THE REQUIRED STALLS IS NOT NECESSARY. IF THE USE OF THE BUILDING WAS TO CHANGE IN THE FUTURE, ADDITIONAL PARKING COULD BE ACCOMMODATED IN THE TRUCK PARKING AREA, IF NECESSARY. 70 = NUMBER OF PARKING STALLS 7. IT PLANNED TO TRY AND OBTAIN A LEED SILVER STATUS WHEN THIS BUILDING OPENS. LEEDS CREDITS WILL BE ANALYZED DURING FINAL DESIGN OF THE BUILDING. SOME CREDITS MAY BE ACHIEVED IN WITH CHANGES TO PAVEMENT AND VEGETATION TYPES. REFERENCE NOTES 8 INSTALL CURB INLET INSTALL AREA INLET INSTALL CULVERT WITH CLASS II STONE RIPRAP (.' DEPTH) & FILTER FABRIC AT BOTH ENDS. REFER TO EROSION CONTROL SHEETS FOR STONE LIMITS. 0//7 FDP COMMENTS - # 0/07/7 FINAL DEVELOPMENT PLAN INSTALL 0' OF ORNAMENTAL FENCE BE STARTING CHAIN LINK FENCE ' ' 7 8 CONSTRUCT APWA TYPE CG- STRAIGHT BACK CURB & GUTTER CONSTRUCT SPECIAL " TALL CURB & GUTTER AROUND PERIMETER OF TRUCK PARKING. CONSTRUCT CONCRETE FLUME INSTALL TAPER CURB TO NO HEIGHT IN ' CONSTRUCT " TURN-DOWN SIDEWALK (' WIDE) SCALE: " = 0' 9 0 " ASPHALTIC CONCRETE ON " ROCK BASE 8" REINFORCED CONCRETE ON " ROCK BASE FUTURE RAIL SPUR INSTALL ADA ACCESSIBLE SIGNAGE INSTALL ADA ACCESSIBLE MARKINGS INSTALL " WIDE PARKING STALL MARKINGS 7 7 REFERENCE NOTES CONTINUED CONCRETE BOLLARDS TO BE PLACED AT EACH FIRE HYDRANT WITHIN THE TRUCK PARKING AREA 8' ORNAMENTAL BLACK FENCE CONNECT ROOF DRAINS TO PROPOSED STORMSEWER PIPE COORDINATE VACATION OF 7 EASEMENT WITH OWNER 8 AT GRADE BUILDING ENTRANCE CONSTRUCT APWA TYPE CG- ROLL BACK CURB & 9 GUTTER FOR FIRE ACCESS NO PARKING AREAS TO BE USED FOR TRASH 0 DUMPSTERS CONSTRUCT 87 S.Y. OF " AB FIRE ACCESS LANE INSTALL 8' CHAIN LINK FENCE INSTALL ' ROLLING GATE INSTALL ' MANUAL GATE WITH KNOX BOX OR APPROVED FIRE 7 DEPARTMENT LOCK 8 BUILDING SETBACK LINE BUILDING LIGHTING (BY OTHERS) PARKING LIGHTING (BY OTHERS) FLAGE POLES (BY OTHERS) SIGN (BY OTHERS) ENTRANCE ARM GATE (BY OTHERS) SITE IMPROVEMENT PLAN C.0

2 CONTRACTOR SHALL SEED AREAS WITH NATIVE GRASSES AND PLANT SPECIES THAT COMPLY WITH THE 09 MARC BMP MANUAL AND WILL TOLERATE LOW MAINTENANCE AND CAN SURVIVE WITHOUT SIGNIFICANT HUMAN INFLUENCE. NATIVE GRASSES AND PLANT SPECIES PLANTED INSIDE EITHER DETENTION POND MUST ALSO BE ABLE TO SURVIVE INUNDATION FOR UP TO 8 HOURS. LANDSCAPE NOTES:. GENERAL CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE () YEAR FROM DATE OF PROJECT SUBSTANTIAL COMPLETION.. ALL PLANT MATERIALS SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z0.-0) PLUS UPDATES.. EACH TREE AND SHRUB SHALL BE SECURELY LABELED WITH A WATERPROOF TAG INDICATING BOTANICAL NAME AND COMMON NAME FOR DELIVERY TO SITE. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITH OUT THE APPROVAL OF THE OWNER. ALL PLANTING LOCATIONS FOR TREES AND SHRUBS SHALL BE FLAGGED BY THE CONTRACTOR AND APPROVED BY THE OWNER, PRIOR TO INSTALLATION.. ALL DISCREPANCIES AND/OR FIELD CHANGES SHALL BE REPORTED TO THE OWNER FOR APPROVAL PRIOR TO IMPLEMENTATION. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS OR OBSTRUCTIONS, LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER BEFORE PLANTING.. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF AND PROTECT ALL UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR. 7. THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS ON SITE THROUGHOUT THE CONSTRUCTION PROCESS. 8. ALL SHRUB AND TREE PLANTING AREAS SHALL BE EXCAVATED AND BACK-FILLED WITH PLANT MIX. PROVIDE FERTILIZER WITH NOT LESS THAN % TOTAL NITROGEN, 0% AVAILABLE PHOSPHORIC ACID AND % SOLUBLE POTASH. DISCARD SUBSOIL REMOVED FROM PLANTING AREA EXCAVATION; DO NOT MIX WITH PLANT MIX OR USE AS BACK-FILL. SEE DETAILS FOR COMPLETE PLANTING PREPARATION. PREPARE PLANTING AREAS AND INSTALL PLANTS COMPLETELY, PRIOR TO SEEDING. 9. PLANT MIX SHALL CONSIST OF TOPSOIL COMPLETELY FREE OF DEBRIS, ROCK IN EXCESS OF " IN DIAMETER, STICKS AND CLAY. MIX ONE PART COMPOSTED STABLE MANURE AND THREE PARTS TOPSOIL WITH FERTILIZER AS SPECIFIED ABOVE. 0. ALL SHRUBS SHALL BE INSTALLED IN PROPOSED PLANTING BEDS AND COVERED WITH HARDWOOD MULCH OR ACCEPTABLE MATERIAL APPROVED BY THE OWNER.. ALL PLANTED SURFACES SHALL RECEIVE EMULSION TYPE, FILM FORMING, ANTI-DESSICANT AGENT DESIGNED TO PERMIT TRANSPIRATION, BUT RETARD EXCESSIVE LOSS OF MOISTURE FROM PLANTS. ANTI-DESSICANT TO BE DELIVERED IN MANUFACTURER'S FULLY IDENTIFIED CONTAINERS AND MIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. APPLY PRIOR TO APPLICATION OF MULCH.. ALL UTILITY INFORMATION SHOWN HEREIN IS BASED ON THE INFORMATION AVAILABLE TO THE DESIGN PROFESSIONAL AT THE TIME OF DESIGN. THE CONTRACTOR SHALL VERIFY ALL UTILITY DEPTHS AND LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES TO FIELD LOCATE AND/OR ADJUST THEIR UTILITY AS REQUIRED FOR CONSTRUCTION. ALL UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR SAME.. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING THE AREAS AND QUANTITIES OF SEED NEEDED FOR OPTIMUM COVERAGE.. ALL EDGING IS COMMERCIAL GRADE STEEL LANDSCAPE EDGE AS SHOWN. LINES AND CURVES SHALL BE CONTINUOUS AND SMOOTH, MEETING THE DESIGN INTENT SHOWN ON THE DRAWINGS.. TREES SHALL BE PLANTED AT LEAST 8 FEET FROM ANY UNDERGROUND UTILITY LINES. IT IS POSSIBLE TO CLUSTER TREES AS NEEDED TO PROVIDE SPACE FOR ACCESS DRIVES IF REQUIRED.. REMOVE ANY EXCESS SOIL AND DEBRIS FROM AREA AND DISPOSE OF IN AN APPROVED MANNER. 7. SPACING SHOWN FOR PLANTS IS FOR INFORMATION ONLY AND SHALL BE ADJUSTED AS REQUIRED TO PROVIDE UNIFORM SPACING WITHIN PLANTING BEDS. BEST MANAGEMENT PRACTICE NOTE: CONTRACTOR SHALL SEED AREAS WITH NATIVE GRASSES AND PLANT SPECIES THAT COMPLY WITH THE 09 MARC BMP MANUAL AND WILL TOLERATE LOW MAINTENANCE AND CAN SURVIVE WITHOUT SIGNIFICANT HUMAN INFLUENCE. NATIVE GRASSES AND PLANT SPECIES PLANTED INSIDE EITHER DETENTION POND MUST ALSO BE ABLE TO SURVIVE INUNDATION FOR UP TO 8 HOURS. 0 0' ' SCALE: " = 0' 07/07/7 FINAL CONSTRUCTION DOCS WEST PARKING LOT CONTRACTOR SHALL SEED AREAS WITH NATIVE GRASSES AND PLANT SPECIES THAT COMPLY WITH THE 09 MARC BMP MANUAL AND WILL TOLERATE LOW MAINTENANCE AND CAN SURVIVE WITHOUT SIGNIFICANT HUMAN INFLUENCE. NATIVE GRASSES AND PLANT SPECIES PLANTED INSIDE EITHER DETENTION POND MUST ALSO BE ABLE TO SURVIVE INUNDATION FOR UP TO 8 HOURS. REFER TO SHEET L. FOR LANDSCAPE PLAN AND DETAILS. EAST PARKING LOT TIME OF PLANTING: ±0.0 TIME OF PLANTING: ±07.9 TIME OF PLANTING: ±07.90 LANDSCAPE PLAN BERM SECTION "A-A" SCALE: HORIZ. " = ' VERT. " = ' BERM SECTION "B-B" SCALE: HORIZ. " = ' VERT. " = ' BERM SECTION "C-C" SCALE: HORIZ. " = ' VERT. " = ' L.

3 0//7 ZONING BOARD MEETING 7-00 SITE LINE EXHIBT of

4

5

Table Related Arlington County Standards, Specification and Policies

Table Related Arlington County Standards, Specification and Policies 2.1 GENERAL 2.1.1 DESCRIPTION SITE WORK V02000 2.1 GENERAL 2.1.1 Description This standard identifies minimum requirements that shall be met for all site work in the design and construction of elements

More information

City of Brandon Division 2 Standard Construction Specifications Section January 2007(Revision 1) Page 1 of 8 ROADWAY EXCAVATION AND GRADING

City of Brandon Division 2 Standard Construction Specifications Section January 2007(Revision 1) Page 1 of 8 ROADWAY EXCAVATION AND GRADING January 2007(Revision 1) Page 1 of 8 PART 1 GENERAL 1.01 OTHER CONTRACT DOCUMENTS 1.02 DESCRIPTION OF WORK 1.03 RELATED WORK 1.04 CLASSIFICATION OF THE WORK 1.05 QUALITY ASSURANCE PART 2 PRODUCTS 2.01

More information

DOCUMENT ADDENDA AND MODIFICATIONS

DOCUMENT ADDENDA AND MODIFICATIONS DOCUMENT ADDENDA AND MODIFICATIONS PART 1 1.1 PROCEDURE GENERAL A. For filing purposes, add Addenda and Modifications to the Contract Documents following this page. Modified June 20, 2017 Addenda and Modifications

More information

Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS)

Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS) Understanding Stormwater Pollution Prevention Plans (SWPPPs) (SWPPPS) Definitions SWPPP: Storm Water Pollution Prevention Plan BMP: Best Management Practice(s) to control pollution IDNR: Iowa Department

More information

EXCAVATION, TRENCHING & BACKFILLING..1 The section refers to excavation, trenching, backfilling and all Work pertaining thereto.

EXCAVATION, TRENCHING & BACKFILLING..1 The section refers to excavation, trenching, backfilling and all Work pertaining thereto. CITY OF BRAMPTON LANDSCAPE SPECIFICATIONS SECTION 02315-1 PART 1 GENERAL 1.1 Description of Work.1 The section refers to excavation, trenching, backfilling and all Work pertaining thereto. 1.2 Related

More information

IMPROVEMENT PLANS FOR CITY OF RIO VISTA CONDITIONAL USE PERMIT NO

IMPROVEMENT PLANS FOR CITY OF RIO VISTA CONDITIONAL USE PERMIT NO IMPROVEMENT PLANS FOR CITY OF RIO VISTA CONDITIONAL USE PERMIT NO. 2016-002 AND LIFORNIA 94571 REVISIONS VICINITY MAP No. Description NTS CONTACTS SHEET INDEX SHEET NO. SITE MAP 1"=50' COVER SHEET R MLP

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

SECTION GENERAL EXCAVATION

SECTION GENERAL EXCAVATION 02210-1 of 11 SECTION 02210 GENERAL EXCAVATION 02210.01 GENERAL A. Description 1. General excavation shall include but not necessarily be limited to, excavation and grading for general site work, roadways,

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

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

CITY OF MILTON CONSTRUCTION NOTES

CITY OF MILTON CONSTRUCTION NOTES CITY OF MILTON CONSTRUCTION NOTES 1. Driveways shall be constructed of concrete and sloped per Georgia Highway standard 9031-J. Curb shall not be broken from gutter. Curb and gutter to be removed to existing

More information

Case Recommendation: Approve the request for a Special Exception for property known as West 100 with the following conditions:

Case Recommendation: Approve the request for a Special Exception for property known as West 100 with the following conditions: Case 1856 Applicant: Owners: Pat Chisholm Warren Street LLC (Todd M. Wade) Request: Special Exception to permit residential use for West 100 Location: 100-108 Oxford Square Boulevard Zoning: (NB) General

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

Construction Specification for General Excavation

Construction Specification for General Excavation Engineering & Construction Services Division Standard Specifications for Road Works TS 2.10 September 2018 for General Excavation Table of Contents TS 2.10.01 SCOPE... 2 TS 2.10.02 REFERENCES... 2 TS 2.10.03

More information

36 JASPER THPMAS ROAD CRAWFORDVILLE, FL.

36 JASPER THPMAS ROAD CRAWFORDVILLE, FL. N ARRAN RD. N US 319 CRAWFORDVILLE HWY SR 61 SHADEVILLE RD. WAKULLA HARVEY MILL ROAD US 319 PREBLE-RISH INC CIVIL SURVEYING SITE PLANNING 36 JASPER THPMAS ROAD CRAWFORDVILLE, FL. 32327 GENERAL NOTES: 1.

More information

SECTION UNCLASSIFIED EXCAVATION AND GRADING

SECTION UNCLASSIFIED EXCAVATION AND GRADING SECTION 02210 UNCLASSIFIED EXCAVATION AND GRADING PART 1 GENERAL 1.1 DESCRIPTION Work in this section includes the excavation, undercut excavating, grading, earthwork and compaction required as shown on

More information

SECTION MAINTENANCE OF EXISTING CONDITIONS

SECTION MAINTENANCE OF EXISTING CONDITIONS SECTION 02 01 00 MAINTENANCE OF EXISTING CONDITIONS PART 1 GENERAL 1.1 GENERAL A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged

More information

M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS MAYOR PRO-TEMPORE, DISTRICT II DISTRICT VIII COUNCIL MEMBER

M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS MAYOR PRO-TEMPORE, DISTRICT II DISTRICT VIII COUNCIL MEMBER LAREDO INTERNATIONAL AIRPORT M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS 78041 CITY OF LAREDO, TEXAS HONORABLE RAUL G. SALINAS, MAYOR ESTEBAN RANGEL MAYOR PRO-TEMPORE, DISTRICT

More information

SECTION TRENCHING

SECTION TRENCHING SECTION 31 23 17 TRENCHING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavating trenches for utilities and utility structures. 2. Bedding. 3. Backfilling and compacting to subgrade elevations.

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

Suggested Stormwater Management Practices For Individual House Lots

Suggested Stormwater Management Practices For Individual House Lots Suggested Stormwater Management Practices For Individual House Lots These practices are necessary to satisfy the water quantity and water quality criteria of the Rappahannock Stormwater Ordinance. These

More information

Demolition Permit Application

Demolition Permit Application Demolition Permit Application 2012 Michigan Building Code 2015 Michigan Residential Code City of Jackson 161 W. Michigan Avenue Jackson, MI 49201 (517) 788-4012 www.cityofjackson.org Project Information

More information

Minimum Standards for Construction of Aircraft Hangars MINIMUM STANDARDS FOR CONSTRUCTION OF AIRCRAFT HANGARS

Minimum Standards for Construction of Aircraft Hangars MINIMUM STANDARDS FOR CONSTRUCTION OF AIRCRAFT HANGARS Minimum Standards for Construction of Aircraft Hangars ARTICLE 1. MINIMUM STANDARDS FOR CONSTRUCTION OF AIRCRAFT HANGARS Section 1. - Purpose Section 2. - Goals Section 3. General Provisions Section 4.

More information

STANDARD CONSTRUCTION DETAILS EROSION CONTROL REVISED - JANUARY 2018

STANDARD CONSTRUCTION DETAILS EROSION CONTROL REVISED - JANUARY 2018 STANDARD CONSTRUCTION DETAILS REVISED - JANUARY 2018 TABLE OF CONTENTS STORM WATER POLLUTION PLAN NOTES - - - - - - - - - - - - - - - - - - - - - - - - - SD-EC01 SILT FENCE NOTES - - - - - - - - - - -

More information

SECTION EROSION AND SEDIMENTATION CONTROL

SECTION EROSION AND SEDIMENTATION CONTROL SECTION 02160 EROSION AND SEDIMENTATION CONTROL PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The Contractor shall be held to have read all Bidding Requirements; all of the General Conditions and Supplementary

More information

CONSTRUCTION SPECIFICATION FOR SITE RESTORATION FOR UNDERGROUND UTILITIES

CONSTRUCTION SPECIFICATION FOR SITE RESTORATION FOR UNDERGROUND UTILITIES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 507 JULY 1991 CONSTRUCTION SPECIFICATION FOR SITE RESTORATION FOR UNDERGROUND UTILITIES 507.01 SCOPE 507.02 REFERENCES 507.03 Not Used 507.04 Not Used

More information

MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341. Adopted April 24, 2014 Effective June 6, 2014

MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341. Adopted April 24, 2014 Effective June 6, 2014 MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341 Adopted April 24, 2014 Effective June 6, 2014 EROSION CONTROL RULE 1. POLICY. It is the policy of

More information

SECTION POROUS PAVEMENT SYSTEM

SECTION POROUS PAVEMENT SYSTEM SECTION 02795 POROUS PAVEMENT SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Porous grass paving grid system. 1.2 RELATED SECTIONS A. Section 02300 - Earthwork. B. Section 02620 Sub-Drainage System. C.

More information

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION Standard Specifications for Restoration INDEX PAGE R.1 GENERAL...1 R.2 SCOPE...1 R.3 MATERIALS...1 R.4 CONSTRUCTION...2 R.4.1 General...2

More information

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

SECTION EARTHWORK

SECTION EARTHWORK SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 WORK INVOLVED A. Provide all labor, materials and equipment as required for all excavation, grading, providing borrow materials, hauling, placing and compacting

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 18 - EARTHWORK TABLE OF CONTENTS

SECTION 18 - EARTHWORK TABLE OF CONTENTS SECTION 18 - EARTHWORK TABLE OF CONTENTS Section Page 18-1 GENERAL... 18-2 18-2 ROADWAY EXCAVATION... 18-2 18-2.01 General... 18-2 18-2.02 Unsuitable Roadway Excavation and Backfill... 18-2 18-2.03 Surplus

More information

REQUEST FOR PROPOSAL Asphalt & Concrete Repair

REQUEST FOR PROPOSAL Asphalt & Concrete Repair REQUEST FOR PROPOSAL 2017 Asphalt & Concrete Repair English Landing Elementary School Union Chapel Elementary School Lakeview Middle School Park Hill High School Prairie Point Elementary School Congress

More information

CITY OF ELKO BID TABULATION FOR Sports Complex

CITY OF ELKO BID TABULATION FOR Sports Complex CITY OF ELKO BID TABULATION FOR Sports Complex 2017-2018 NAME Granite Construction Great Basin Engineering Contractors Road & Highway Builders CLEARING EARTHWORK 1 33701200 Mobilization @ Per Lump Sum

More information

SECTION 1100 GRADING 1102 MATERIALS AND DEFINITIONS.

SECTION 1100 GRADING 1102 MATERIALS AND DEFINITIONS. SECTION 1100 GRADING 1101 SCOPE. This section covers the performance of all work required for grading the project in coordination with all previous work performed at the locations shown on the contract

More information

GENERAL NOTES REQUIRED NOTES ON ALL PLANS

GENERAL NOTES REQUIRED NOTES ON ALL PLANS GENERAL NOTES REQUIRED NOTES ON ALL PLANS ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF SANTA ROSA DESIGN AND CONSTRICTIOIN STANDARDS AND CONSTRUCTION SPECIFICATIONS

More information

STATE UNIVERSITY CONSTRUCTION FUND

STATE UNIVERSITY CONSTRUCTION FUND DIRECTIVE 2-1 Issue date: September 2012 1. General SITEWORK OVERVIEW This Directive outlines the Fund s requirements for the Consultant relative to the development, design and presentation of documents

More information

New Administration Building

New Administration Building New Administration Building Stormwater Pollution Prevention Plan Hudson Valley Community College Troy, New York Prepared for: Hudson Valley Community College 80 Vandenburgh Avenue Troy, New York 12180

More information

GENERAL NOTES ROADWAY CONSTRUCTION RD0001-1A ISSUED:2017 REVISED: --

GENERAL NOTES ROADWAY CONSTRUCTION RD0001-1A ISSUED:2017 REVISED: -- ROADWAY CONSTRUCTION NOTES 1. ALL RIGHT-OF-WAY OTHER THAN ROADWAY AREAS SHALL BE SODDED. ALL SLOPE STEEPER THAN 6:1 SHALL REQUIRE SODDING. THE CITY RESERVES THE RIGHT TO REQUIRE SODDING IN SPECIAL AREAS

More information

SECTION EXCAVATION, BACKFILLING AND COMPACTING

SECTION EXCAVATION, BACKFILLING AND COMPACTING PART 1 GENERAL 1.01 SCOPE Work of this Section shall include all labor, materials, equipment, plant and incidentals required to complete all excavation, backfilling and compacting as indicated on the Drawings

More information

TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER

TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES Chapter 4 - SANITARY SEWER Chapter 5 - STORM SEWER Chapter 6 - EXCAVATION, TRENCING, BACKFILLING, AND BEDDING Chapter 11 - CONCRETE CURBS, CURB

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

CITY OF FARGO SPECIFICATIONS REMOVALS

CITY OF FARGO SPECIFICATIONS REMOVALS REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation

More information

MAINE DEPARTMENT OF TRANSPORTATION BID DATE OF OPENING : CALL ORDER : CONTRACT ID : PROJECTS STP-1277(700)S

MAINE DEPARTMENT OF TRANSPORTATION BID DATE OF OPENING : CALL ORDER : CONTRACT ID : PROJECTS STP-1277(700)S MAINE DEPARTMENT OF TRANSPORTATION BID DATE OF OPENING : CALL ORDER : CONTRACT ID : 012777.00 PROJECTS ------------------------------ STP-1277(700)S COUNTY : ANDROSCOGGIN CONTRACT ID : 012777.00 MAINE

More information

SECTION ASPHALT PAVING AND SURFACING

SECTION ASPHALT PAVING AND SURFACING SECTION 02500 ASPHALT PAVING AND SURFACING PART 1 - GENERAL 1.01 WORK INCLUDED A. Traffic control as required to divert vehicular and pedestrian traffic around construction. B. Spreading and compacting

More information

CITY OF FARGO SPECIFICATIONS REMOVALS

CITY OF FARGO SPECIFICATIONS REMOVALS REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation

More information

Figure Inlet protection (Source: Minnesota DOT)

Figure Inlet protection (Source: Minnesota DOT) 3.9 INLET PROTECTION Figure 3.14. Inlet protection (Source: Minnesota DOT) Overview Description: A manufactured protective device or barrier used to trap sediment at a storm drain surface or curb inlet.

More information

B. Install storm drain inlet protection to prevent clogging of the stormsewer and sediment loads to downstream stormwater facilities or waterbodies.

B. Install storm drain inlet protection to prevent clogging of the stormsewer and sediment loads to downstream stormwater facilities or waterbodies. The language provided in these specifications is meant to serve as a reminder and provide a generic example of the type of language that should be provided in final construction documents. This language

More information

Table of Contents for Guide Specifications

Table of Contents for Guide Specifications Table of Contents for Guide Specifications 01270A Measurement and Payment 01355A Environmental Protection 01356A Storm Water Pollution Prevention Measures 01421 Basic Storm Water Pollution Prevention Plan

More information

STANDARD SPECIFICATIONS SECTION 16 STORM SEWER SYSTEMS

STANDARD SPECIFICATIONS SECTION 16 STORM SEWER SYSTEMS STANDARD SPECIFICATIONS SECTION 16 STORM SEWER SYSTEMS 16.01 GENERAL Specifications in this section shall apply to the construction of storm sewer systems including excavation, trenching, backfilling,

More information

CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS

CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS Section Title Page 12.1 General... 12-1 12.2 Design Standards... 12-1 12.2.1 General Requirements...12-1 12.2.2 Minimum Depth...12-1

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

B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving.

B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving. SECTION 312000 - EARTH MOVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavating and filling for rough grading the Site. 2. Preparing subgrades for walks, curbs, pavements, and turf and grasses.

More information

SECTION TRENCHING, BACKFILL AND COMPACTION

SECTION TRENCHING, BACKFILL AND COMPACTION SECTION 312333 TRENCHING, BACKFILL AND COMPACTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes 1. Native Backfill Material 2. Crushed Stone Bedding 3. Select Backfill Material 4. Shoring and Bracing

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

Maps are enclosed of the larger areas to be included in the projects. The area in yellow are the proposed areas.

Maps are enclosed of the larger areas to be included in the projects. The area in yellow are the proposed areas. January 20, 2015 Contractor: The Park Hill School District is soliciting bids for asphalt and concrete repairs and additions for parking lots, curbs and sidewalks at various schools. A Mandatory Pre-Bid

More information

Re: Erosion Control Report and Drawings Requirements Accompanying Document

Re: Erosion Control Report and Drawings Requirements Accompanying Document Re: Erosion Control Report and Drawings Requirements Accompanying Document This document was created to help engineers and other design staff to better understand, meet and exceed the erosion control requirements

More information

REGIONAL CONSTRUCTION STANDARDS

REGIONAL CONSTRUCTION STANDARDS REGIONAL CONSTRUCTION STANDARDS SIXTH EDITION Publication Update 6.5 (Full Committee Approved Proposed Revision 6.5 Storm Sewer Joint Wrap - Section 302 As Publication Update 6.5) March 27, 2018 Copyright

More information

Construction Inspection Checklists

Construction Inspection Checklists III. Construction Inspection Checklists 33 Bioretention - Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: Construction Sequence Satisfactory / Unsatisfactory Comments

More information

STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION TRENCHING AND BACKFILL

STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION TRENCHING AND BACKFILL STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION 31 23 33 TRENCHING AND BACKFILL PART 1 GENERAL... 3 1.1 Description... 3 A. Excavation for Utilities Includes... 3 B. Suitable Fill Material...

More information

17.0 CONSTRUCTION OF OPEN DRAINAGE SYSTEMS

17.0 CONSTRUCTION OF OPEN DRAINAGE SYSTEMS 17.0 CONSTRUCTION OF OPEN DRAINAGE SYSTEMS 17.1 Description The work covered by this section of the specifications consists of furnishing all labor, the construction and installation of open storm drain

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

NEW SINGLE-FAMILY, MAJOR MODIFICATION, AND ACCESSORY DWELLING UNIT Submittal Checklist

NEW SINGLE-FAMILY, MAJOR MODIFICATION, AND ACCESSORY DWELLING UNIT Submittal Checklist NEW SINGLE-FAMILY, MAJOR MODIFICATION, AND ACCESSORY DWELLING UNIT Submittal Checklist All new single-family residences, major modifications to existing single-family residences, and accessory dwelling

More information

SECTION EROSION CONTROLS

SECTION EROSION CONTROLS SECTION 31 25 13 EROSION CONTROLS PART 1 GENERAL 1.1 SUMMARY A. Section Includes installing, maintaining and removing: 1. Silt Fence. 2. Temporary Construction Entrances. 3. Diversion Channels. 4. Sediment

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

SUBDIVISION CHECKLIST. Subdivision Name. Prior To Review. Preliminary plan approved by Planning Commission / Council as required.

SUBDIVISION CHECKLIST. Subdivision Name. Prior To Review. Preliminary plan approved by Planning Commission / Council as required. SUBDIVISION CHECKLIST Subdivision Name Account Number Review Engineer Prior To Review Preliminary plan approved by Planning Commission / Council as required. Review fee paid. Statement of Responsibility

More information

SECTION CRUSHED ROCK SURFACING

SECTION CRUSHED ROCK SURFACING SECTION 32 15 40 CRUSHED ROCK SURFACING PART 1- GENERAL 1.01 SUMMARY A. This section includes crushed rock surfacing at the pump station sites, 15-foot wide access roads, and all other locations requiring

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

Revision 1 Dated October 2, UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE:

Revision 1 Dated October 2, UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE: Revision 1 Dated October 2, 2014 1.3.2 UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE: PEYTON DRIVE WIDENING - PHASE 3 AND ENGLISH CHANNEL IMPROVEMENTS Project No s. S12012 & 800360

More information

Single Family Residential Construction Erosion/Sediment Control Standards

Single Family Residential Construction Erosion/Sediment Control Standards Single Family Residential Construction Erosion/Sediment Control Standards Introduction: This booklet contains standard plans and procedures sufficient for typical building construction. It is not intended

More information

Storm Water Permitting Requirements for Construction Activities. John Mathews Storm Water Program Manager Division of Surface Water

Storm Water Permitting Requirements for Construction Activities. John Mathews Storm Water Program Manager Division of Surface Water Storm Water Permitting Requirements for Construction Activities John Mathews Storm Water Program Manager Division of Surface Water Why Permit Storm Water? Impacts During Construction Not an issue until

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

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING Section Number Title 301 GENERAL 302 MATERIALS SPECIFICATIONS 303 CLEARING

More information

WQ-08 ENHANCED DRY SWALE

WQ-08 ENHANCED DRY SWALE Greenville County Technical Specification for: WQ-08 ENHANCED DRY SWALE 1.0 Enhanced Dry Swale 1.1 Description An Enhanced Dry Swale is a shallow open-channel drainage way stabilized with turf grass or

More information

RESTORATION SPECIFICATION

RESTORATION SPECIFICATION In proposed subdivision roadways where other utilities are present, the design plans should illustrate all possible utility line conflicts (crossings). During design and construction, care shall be utilized

More information

If a new residence s electrical service is not located within 200 feet of existing

If a new residence s electrical service is not located within 200 feet of existing Primary Line Extensions CHAPTER 4 If a new residence s electrical service is not located within 200 feet of existing primary electrical facilities, a primary line extension is required to place a close

More information

SECTION 12 STANDARDS FOR CONSTRUCTION PLANS AND SPECIFICATIONS

SECTION 12 STANDARDS FOR CONSTRUCTION PLANS AND SPECIFICATIONS SECTION 12 STANDARDS FOR CONSTRUCTION PLANS AND SPECIFICATIONS 12.1 The subdivider shall construct and install the improvements in accordance with the County's Standards for Construction Plans and Specifications

More information

IN T R A / M IN T R A M

IN T R A / M IN T R A M SPRING MESA SUBDIVISION CONSTRUCTION PLANS A PART OF SECTION 35, TOWNSHIP 2 SOUTH, RANGELINE 70 WEST, 6th. PRINCIPAL MERIDIAN. CITY OF ARVADA, COUNTY OF JEFFERSON, STATE OF COLORADO COVER SHEET MARTIN

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

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

Schedule A DISTRICT OF MAPLE RIDGE Watercourse Protection Bylaw

Schedule A DISTRICT OF MAPLE RIDGE Watercourse Protection Bylaw Schedule A DISTRICT OF MAPLE RIDGE Watercourse Protection Bylaw 6410 2006 The Erosion and Sediment Control plan should seek (i) to protect the soil surface from erosion where possible and (ii) capture

More information

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page SECTION 14 RESTORATION OF SURFACES... 14.1 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01

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

DESIGN GRADING AND EROSION CONTROL A. Slope Criteria

DESIGN GRADING AND EROSION CONTROL A. Slope Criteria Section 5. DESIGN GRADING AND EROSION CONTROL A. Slope Criteria Earthen slopes shall conform to the following: Maximum slope should not be steeper than 6:1 (horizontal to vertical) unless protected from

More information

CITY OF SCHERTZ TEXAS ENGINEERING AND PUBLIC WORKS

CITY OF SCHERTZ TEXAS ENGINEERING AND PUBLIC WORKS TEXAS STANDARD CONSTRUCTION NOTES DRWN. BY: DSGN. BY: KJW 1 of 2 *Place geotextile fabric as a permeable seperator to prevent mixing of coarse aggregate and underlying soil. (as needed). 1. GEOTEXTILE

More information

Section (1997 Section 02795) PERMEABLE, FLEXIBLE and PLANTABLE CONCRETE EROSION CONTROL SYSTEM

Section (1997 Section 02795) PERMEABLE, FLEXIBLE and PLANTABLE CONCRETE EROSION CONTROL SYSTEM PART 1: Section 32 12 43 (1997 Section 02795) PERMEABLE, FLEXIBLE and PLANTABLE CONCRETE EROSION CONTROL SYSTEM GENERAL 1.01 Description A. Work shall consist of furnishing all material, labor, services

More information

Sidewalk Regulations. Table of Contents

Sidewalk Regulations. Table of Contents Sidewalk Regulations Table of Contents Section 1. Purpose and Intent... 2 Section 2. Pedestrian Sidewalk, Driveway Apron and Curb and Guttering Requirements... 2 Section 3. Sidewalk Provision Criteria...

More information

SECTION 1500 REMOVALS

SECTION 1500 REMOVALS SECTION 1500 REMOVALS REMOVALS PART 1 GENERAL 1.01 Section Summary A. Removal of structures, obstructions, surfacing, and miscellaneous items. 1.02 Related Sections A. Section 1800 Excavation and Embankment

More information

Section 208. SOIL EROSION AND SEDIMENTATION CONTROL

Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01. Description. This work consists of installing and maintaining erosion and sedimentation controls to minimize soil erosion and control

More information

2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.

2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition. Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer

More information

TECHNOLOGY CENTER WAREHOUSE ADDITION ADMINISTRATIVE SERVICE CENTER MOORE PUBLIC SCHOOLS 1500 S.E. 4 th Street Moore, Oklahoma

TECHNOLOGY CENTER WAREHOUSE ADDITION ADMINISTRATIVE SERVICE CENTER MOORE PUBLIC SCHOOLS 1500 S.E. 4 th Street Moore, Oklahoma 10-2-2017 October 2, 2017 ADDENDUM NO. 1, Project: Owner: Architect: TECHNOLOGY CENTER WAREHOUSE ADDITION ADMINISTRATIVE SERVICE CENTER MOORE PUBLIC SCHOOLS 1500 S.E. 4 th Street Moore, Oklahoma Moore

More information

SECTION A1 EXCAVATION AND BACKFILL GENERAL

SECTION A1 EXCAVATION AND BACKFILL GENERAL SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such

More information

GRADING, EROSION AND SEDIMENTATION CONTROL

GRADING, EROSION AND SEDIMENTATION CONTROL SECTION 500 GRADING, EROSION AND SEDIMENTATION CONTROL 501 Erosion and Sedimentation Control Plan All engineering plans for projects that propose to construct new, or modify existing drainage facilities,

More information

SECTION 18 - EARTHWORK TABLE OF CONTENTS

SECTION 18 - EARTHWORK TABLE OF CONTENTS SECTION 18 - EARTHWORK TABLE OF CONTENTS Section Page 18-1 GENERAL...18.1 18-2 ROADWAY EXCAVATION...18.1 18-2.01 General...18.1 18-2.02 Unsuitable Roadway Excavation and Backfill...18.1 18-2.03 Surplus

More information

UPPER REPUBLICAN NRD ROCK CREEK Drop Structure #1 DUNDY COUNTY, nebraska

UPPER REPUBLICAN NRD ROCK CREEK Drop Structure #1 DUNDY COUNTY, nebraska UPPER REPUBLICAN NRD ROCK CREEK Drop Structure #1 DUNDY COUNTY, nebraska (402) 4355441 1 URNRD201701 07252018 Drawn: STAFF not to scale Checked: RJK CONSTRUCTION EASEMENT (EXTENDS OUT 75FT ON EACH SIDE

More information

SPECIAL NOTES FOR CONTRACT. Bidding Requirements and Conditions. Specifications Governing this Project

SPECIAL NOTES FOR CONTRACT. Bidding Requirements and Conditions. Specifications Governing this Project RES. NO. PROPOSAL FOR THE COMPLETION OF 2015-28 TO THE SATISFACTION OF THE BUTLER COUNTY COMMISSIONERS AND THE COUNTY ENGINEER: SAID WORK CONSISTING OF TYLERSVILLE ROAD IMPROVEMENTS, PHASE I TO THE COUNTY

More information

CHAPTER 11 - RESTORATION OF SURFACE IMPROVEMENTS

CHAPTER 11 - RESTORATION OF SURFACE IMPROVEMENTS CHAPTER 11 - RESTORATION OF SURFACE IMPROVEMENTS 11.1 GENERAL The Developer/Contractor shall be responsible for the protection and the restoration or replacement of any improvements existing on public

More information

902 TEMPORARY EROSION AND SEDIMENT CONTROL SECTION 902 TEMPORARY EROSION AND SEDIMENT CONTROL

902 TEMPORARY EROSION AND SEDIMENT CONTROL SECTION 902 TEMPORARY EROSION AND SEDIMENT CONTROL SECTION 902 TEMPORARY EROSION AND SEDIMENT CONTROL 902.1 DESCRIPTION Install, maintain and remove temporary erosion and pollution control devices as required during the construction of the project. BID

More information

Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000

Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000 Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000 610S.1 This item shall govern the proper care and treatment of all trees and other vegetation

More information