Attachment 1I - 09_570-221 - Erosion and Sedimentation Plan.pdf

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Attached to
Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC
Solicitation number
36C77622B0059
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About this file

This document contains an erosion and sedimentation plan for a construction project. The plan outlines best management practices to control erosion and sedimentation during site work for an expansion of the parking area and purchase of land to expand the medical center campus located at 2251 Herndon Avenue in Clovis, California. The plan specifies use of silt fences, fiber rolls, stabilized construction entrance/exits, street sweeping and vacuuming, wind erosion controls, and other measures. Responsibilities of the contractor are defined, including complying with stormwater discharge permit requirements, implementing, monitoring, and maintaining erosion and sedimentation controls for the duration of the project.

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Text version

6 7

SE-7

WE-1

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BMP LEGEND:

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LEGEND:

CONTRACTOR NOTES:

STORM DRAIN INLET PROTECTION, SE-10 - TYPE 3SILT FENCE, SE-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT, TC-1

CONSTRUCTION DOCUMENTS

REVISIONS

2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727

TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM

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PROPOSED BUILDING PAD

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TEMPORARY MODULAR WAITING AREA

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PROPOSED BUILDING PAD

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EC-101

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EROSION CONTROL PLAN

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SCALE:

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EROSION CONTROL PLAN

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NORTH

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EC-1

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SCHEDULING

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EC-2

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PRESERVATION OF EXISTING VEGETATION

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NS-1

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WATER CONSERVATION PRACTICES

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PAVING AND GRINDING OPERATIONS

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ILLICIT CONNECTION/DISCHARGE

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POTABLE WATER/IRRIGATION

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VEHICLE AND EQUIPMENT CLEANING

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VEHICLE AND EQUIPMENT FUELING

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VEHICLE AND EQUIPMENT MAINTENANCE

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CONCRETE CURING

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CONCRETE FINISHING

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SILT FENCE

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FIBER ROLLS

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STREET SWEEPING AND VACUUMING

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STABILIZED CONSTRUCTION ENTRANCE/EXIT

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WIND EROSION CONTROL

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MATERIAL DELIVERY AND STORAGE

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MATERIAL USE

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STOCKPILE MANAGEMENT

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SPILL PREVENTION AND CONTROL

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SOLID WASTE MANAGEMENT

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HAZARDOUS WASTE MANAGEMENT

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CONCRETE WASTE MANAGEMENT

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SANITARY/SEPTIC WASTE MANAGEMENT

AutoCAD SHX Text THE FOLLOWING BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE IMPLEMENTED IN CONFORMANCE WITH THE CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK:

AutoCAD SHX Text LIMITS OF DISTURBED AREA TOTAL AREA = 395,502 SQ FT (9.08 ACRES)395,502± SQ FT (9.08 ACRES)

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DRAINAGE DIRECTION

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PER DETAIL BELOW

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STREET SWEEPING & VACUUMING

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PER DETAIL BELOW

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PER DETAIL BELOW

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WIND EROSION CONTROL

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GRAVEL BAG BERM OR EQUIVALENT

AutoCAD SHX Text INSTALL AND MAINTAIN WEIGHTED STRAW WATTLE OR EQUIVALENT DRAIN INLET PROTECTION (SE-5, CONTROL MEASURE 2)

AutoCAD SHX Text INSTALL AND MAINTAIN SILT FENCE CONTINUOUSLY AT PERIMETER OF PROJECT, SEE DETAIL THIS SHEET

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1. CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE STORM WATER DISCHARGE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE STORM WATER DISCHARGE GENERAL PERMIT AND SHALL IMPLEMENT BMP'S AS INDICATED ON THIS PLAN, AT A MINIMUM. 2. CONTRACTOR TAKES FULL RESPONSIBILITY FOR IMPLEMENTING, MONITORING, REPORTING, AND CONTRACTOR TAKES FULL RESPONSIBILITY FOR IMPLEMENTING, MONITORING, REPORTING, AND ADDING ANY ADDITIONAL BMP'S DURING CONSTRUCTION FOR COMPLIANCE WITH THE GENERAL PERMIT AT THEIR SOLE EXPENSE. 3. CONTRACTOR SHALL MAKE PROVISIONS FOR DUST AND EROSION CONTROL 24 HOURS A DAY, 7 CONTRACTOR SHALL MAKE PROVISIONS FOR DUST AND EROSION CONTROL 24 HOURS A DAY, 7 DAYS A WEEK UNTIL THE PROJECT PERMIT FINAL. 4. ALL MATERIALS FOR THIS PROJECT, INCLUDING NATIVE SOILS AND FILLS (SEDIMENTS), ARE ALL MATERIALS FOR THIS PROJECT, INCLUDING NATIVE SOILS AND FILLS (SEDIMENTS), ARE CONSIDERED POLLUTANTS. THE POLLUTANTS SHOULD NOT LEAVE THE SITE VIA DRAINAGE, WHEEL TRACKING OR BY WIND. ALL MATERIALS ARE TO ENTER AND LEAVE THE SITE IN ADEQUATELY CONTAINED CONTAINERS. 5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION SITES POLLUTION, THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION SITES POLLUTION, EROSION AND SEDIMENT CONTROL. THEY ARE TO HAVE A PLAN IN PLACE TO USE GOOD HOUSEKEEPING SITE IN THE SITE MANAGEMENT OF USING BMP'S, AS SET FORTH IN THE CBC CALGREEN CODE SECTION 5.106.1.

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NTS

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INLET

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CURB

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FLOWLINE

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GUTTER LIP

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FLOW

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FLOW

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INLET

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CURB

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FLOWLINE

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GUTTER LIP

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FLOW

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SANDBAGS, TWO BAGS HIGH

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SPILLWAY, ONE BAG HIGH

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SANDBAGS, TWO BAGS HIGH

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SPILLWAY, ONE BAG HIGH

AutoCAD SHX Text NOTES: 1. INTENDED FOR SHORT-TERM USE. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON-STORM WATER FLOW. USE TO INHIBIT NON-STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4. BAGS MUST BE REMOVED AFTER ADJACENT BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC.

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SILT FENCE

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FABRIC

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WOOD STAKE

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FABRIC

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SILT FENCE

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WOOD STAKE

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SEE DETAIL 1 THIS SHEET

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DETAIL 1

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NOT TO SCALE

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NTS

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CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6"

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FILTER FABRIC

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ORIGINAL GRADE

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MATCH EXISTING GRADE

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CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6"

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20' RADIUS MINIMUM

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EXISTING PAVED ROADWAY

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

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STAMP

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INITIAL

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DATE

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NO.

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