H.01.01 North Gate RTA Drawings.pdf

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US Army Corps of Engineers ®

CONTRACT NO.:

ISSUE DATE:

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1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

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NORFOLK DISTRICT

DEFENSE SUPPLY CENTER RICHMOND (DSCR) RICHMOND, VA

RENOVATE NORTH GATE (BUILDINGS 208 & 209)

W91236-17-D-0002

FEBRUARY 28, 2019

PROJECT# 462535

PROJECT LOCATION

INDEX OF DRAWINGS

SHEET # SHEET TITLE

A-601 DOOR ELEVATIONS, DETAILS AND SCHEDULE

A-602 WINDOW/STOREFRONT ELEVATIONS, DETAILS AND

SCHEDULE

A-701 TRUCK INSPECTION STATION FINISH SCHEDULE,

LEGEND & DETAILS

A-702 GUARDHOUSE FINISH SCHEDULE, LEGEND & PLAN

P-001 PLUMBING LEGEND AND ABBREVIATIONS

PD101 TRUCK INSPECTION - PLUMBING - DEMOLITION

PD102 GUARDHOUSE - PLUMBING - DEMOLITION

PS101 SITE PLAN - TRUCK INSPECTION - PLUMBING

P-101 TRUCK INSPECTION - PLUMBING - NEW WORK

P-102 GUARDHOUSE - PLUMBING - NEW WORK

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 PLUMBING ISOMETRICS - TRUCK INSPECTION STATION

P-702 PLUMBING ISOMETRICS - GUARDHOUSE

M-001 LEGEND AND ABBREVIATIONS

MD101 TRUCK INSPECTION - MECHANICAL DEMOLITION

MD102 GUARDHOUSE - MECHANICAL DEMOLITION

M-101 TRUCK INSPECTION - MECHANICAL NEW WORK

M-102 GUARDHOUSE - MECHANICAL NEW WORK

M-301 TRUCK INSPECTION - MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-801 MECHANICAL SEQUENCES OF OPERATION

E-001 LEGEND AND ABBREVIATIONS

ED101 SITE PLAN - TRUCK INSPECTION - ELECTRICAL

DEMOLITION

ED102 SITE PLAN - MAIN GATE - ELECTRICAL DEMOLITION

ED103 TRUCK INSPECTION - ELECTRICAL DEMOLITION

ED104 GUARDHOUSE - ELECTRICAL DEMOLITION

ES101 SITE PLAN - TRUCK INSPECTION - SITE LIGHTING

PHOTOMETRICS

ES102 SITE PLAN - MAIN GATE - SITE LIGHTING

PHOTOMETRICS

ES103 SITE PLAN - TRUCK INSPECTION - SITE POWER

ES104 SITE PLAN - MAIN GATE - SITE POWER

EL101 TRUCK INSPECTION - ELECTRICAL LIGHTING - NEW

WORK

EL102 GUARDHOUSE - ELECTRICAL LIGHTING - NEW WORK

EL501 LIGHTING FIXTURE SCHEDULE, LIGHTING STATISTICS,

AND DETAIL

EP101 TRUCK INSPECTION - ELECTRICAL POWER AND

TELECOMMUNICATIONS - NEW WORK

EP102 GUARDHOUSE - ELECTRICAL POWER AND

TELECOMMUNICATIONS - NEW WORK

EP601 PANELBOARD SCHEDULES, POWER RISER DIAGRAM,

AND TELECOMMUNICATIONS DETAILS

INDEX OF DRAWINGS

SHEET # SHEET TITLE

G-001 COVER SHEET

H-001 HAZARDOUS MATERIALS GENERAL NOTES &

PHOTOGRAPHS

C-001 COVER SHEET

C-002 LOCATION MAP

C-003 EROSION & SEDIMENT CONTROL NARRATIVE AND

NOTES

C-004 EROSION & SEDIMENT CONTROL NARRATIVE AND

NOTES

V-001 SURVEY NOTES, LEGEND AND CONTROL POINTS

V-002 EXISTING UTILITY SCHEDULE

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

CD101 DEMOLITION, EROSION & SEDIMENT CONTROL PLAN

CD102 DEMOLITION, EROSION & SEDIMENT CONTROL PLAN

CS101 SITE AND GRADING PLAN

CS102 SITE AND GRADING PLAN

C-501 EROSION AND SEDIMENT CONTROL DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

S-001 GENERAL NOTES AND ABBREVIATIONS

S-002 GENERAL NOTES

S-101 FOUNDATION AND ROOF FRAMING PLANS

S-301 SECTIONS

S-302 SECTIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

A-001 ABBREVIATIONS, SYMBOLS AND LEGENDS

AD101 TRUCK INSPECTION GUARD PLANS,

DETAIL & ELEVATION - DEMOLITION

AD102 TRUCK INSPECTION GUARD REFLECTED CEILING &

ROOF PLANS

AD103 GUARDHOUSE FLOOR PLAN - DEMOLITION

AD104 GUARDHOUSE REFLECTED CEILING PLAN -

DEMOLITION

AD201 TRUCK INSPECTION GUARD

EXTERIOR ELEVATIONS - DEMOLITION

A-101 TRUCK INSPECTION GUARD

FLOOR PLANS

A-102 TRUCK INSPECTION GUARD

REFLECTED CEILING PLAN

A-103 GUARDHOUSE REFLECTED

CEILING PLAN

A-201 TRUCK INSPECTION GUARD

EXTERIOR ELEVATIONS

A-301 WALL SECTIONS AND CONTROL JOINT DETAILS

A-401 ENLARGED TOILET PLANS AND TOILET ACCESSORIES

SCHEDULE

02/28/2019

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02/28/2019

Environmental Sciences Ÿ Planning Ÿ Surveying Civil & Environmental Engineering

Landscape Architecture

5032 Rouse Drive, Suite 100 Virginia Beach, VA 23462-3764

757-490-9264 | www.msaonline.com

MSA, P.C.

NORTH GATE RENOVATION

DEFENSE SUPPLY CENTER

DSCR RICHMOND, VIRGINIA

WALLER, TODD AND SADLER , A WOOLPERT COMPANY

MSA, P.C.

NRW ENGINEERING

J.P. HARVEY ENGINEERING SOLUTIONS

JENSEN HUGHES

CIVIL ENGINEERING

STRUCTURAL ENGINEERS

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS

FIRE PROTECTION, LIFE SAFETY ENGINEERS

INDEX OF DRAWINGS

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TITLE

C-001

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COVER SHEET

LOCATION MAP

EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES

EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES

SURVEY NOTES AND CONTROL POINTS

EXISTING UTILITY SCHEDULE

EXISTING CONDITIONS

EXISTING CONDITIONS

DEMOLITION, EROSION & SEDIMENT CONTROL PLAN

DEMOLITION, EROSION & SEDIMENT CONTROL PLAN

SITE AND GRADING PLAN

SITE AND GRADING PLAN

EROSION AND SEDIMENT CONTROL DETAILS

SITE DETAILS

SITE DETAILS

SITE DATA

ABBREVIATIONSCIVIL LEGEND

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SITE LOCATION AREA OF CONSTRUCTION AREA OF DISTURBANCE SOIL TYPE

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37°26'05"N, 77°27'11"W(12,700 SF) 0.29 AC (3,560 SF) 0.08 AC MADE LAND(HSG-D)

AutoCAD SHX Text BASELINE BASELINE BASELINE BOR# SOIL BORING SOIL BORING BOS BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE CENTERLINE CENTERLINE CDI CURB DRAINAGE INLET CURB DRAINAGE INLET CLF CHAIN LINK FENCE CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC CONCRETE CONCRETE CPP CORRUGATED PLASTIC PIPE CORRUGATED PLASTIC PIPE DI DRAINAGE INLET DRAINAGE INLET DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DMH DRAINAGE MANHOLE DRAINAGE MANHOLE DOG DOGWOOD TREE DOGWOOD TREE ECB EMERGENCY CALL BOX EMERGENCY CALL BOX EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION EP EDGE OF PAVEMENT EDGE OF PAVEMENT FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FINISHED FLOOR FH FIRE HYDRANT FIRE HYDRANT FL FLOWLINE FLOWLINE FM FORCE MAIN FORCE MAIN G GROUND GROUND GEN GENERATOR GENERATOR HDPP HIGH DENSITY PLASTIC PIPE HIGH DENSITY PLASTIC PIPE INV INVERT INVERT LF LINEAR FEET LINEAR FEET

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MANHOLE

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TEMP0RARY BENCHMARK (TBM)

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WASHINGTON

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NORFOLK

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NEWPORT NEWS

SUFFOLK

PETERSBURG

CHARLOTTESVILLE

WASHINGTON

STAFFORD

PALMYRA

MANASSAS

VIRGINIA

BEACH

US Army Corps of Engineers ®

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02/28/2019

Environmental Sciences Ÿ Planning Ÿ Surveying Civil & Environmental Engineering

Landscape Architecture

5032 Rouse Drive, Suite 100 Virginia Beach, VA 23462-3764

757-490-9264 | www.msaonline.com

MSA, P.C.

PROJECT LOCATION

NORTH GATE

LOCATION MAP

SITE LOCATION

VICINITY MAP

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EXIT 67B

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JAMES RIVER

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CHIPPENHAM PKWY.

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JAMES RIVER

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AutoCAD SHX Text Lic. No. 47266

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MATTHEW W KNIGHTES

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02/28/2019

Environmental Sciences Ÿ Planning Ÿ Surveying Civil & Environmental Engineering

Landscape Architecture

5032 Rouse Drive, Suite 100 Virginia Beach, VA 23462-3764

757-490-9264 | www.msaonline.com

MSA, P.C.

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AutoCAD SHX Text Lic. No. 47266

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MATTHEW W KNIGHTES

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2. EXISTING SITE CONDITIONS EXISTING SITE CONDITIONS THE SITE IS CURRENTLY DEVELOPED WITH LARGE AREAS OF IMPERVIOUS COVER. IT CONSISTS OF 2 SEPARATE ROADWAYS THAT BRANCH SOUTHWARD FROM "G" STREET, THE MAIN GATE ROADWAY WITH SECURITY POSTS AND "A" STREET FOR TRUCK INSPECTIONS WITH A CANOPY AND SMALL GUARD BOOTH. A PARKING LOT BRANCHES FROM "G" STREET PRIOR TO THE SECURITY GATE THAT SERVES A VISITOR CENTER BUILDING. SEVERAL STORM SEWER INLETS ARE PRESENT TO PROVIDE DRAINAGE AROUND THE SEVERAL FEATURES PRESENT IN THE DSCR NORTH GATE AREA. MINIMAL GRASS IS LOCATED BETWEEN THE WAREHOUSES AND THE ASPHALT ROADWAYS AND PARKING AREAS. THE AVERAGE ELEVATION IS APPROXIMATELY 118.0 FEET NAVD 88, AND ELEVATIONS RANGE FROM APPROXIMATELY 115.0 TO 121.0. THE SITE CURRENTLY DRAINS VIA SHEET AND CHANNELIZED FLOW TO A CLOSED PIPE SYSTEM THAT OUTFALLS TO KINGSLAND CREEK TO THE SOUTH OF THE SITE. KINGSLAND CREEK OUTFALLS TO THE JAMES RIVER, AND ULTIMATELY TO THE CHESAPEAKE BAY. EXISTING UTILITIES INCLUDE A LOOPED 8-INCH DOMESTIC WATER SYSTEM, GRAVITY SEWER, OVERHEAD AND UNDERGROUND POWER, AND TELECOMMUNICATIONS. THE SITE APPEARS TO LIE OUTSIDE FLOOD ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA'S FLOOD INSURANCE RATE MAP (FIRM) FOR THE COUNTY OF CHESTERFIELD, VIRGINIA, COMMUNITY PANEL NUMBER 51041C0162D DATED DECEMBER 18, 2012. THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS) DEFINES SOILS WITHIN DSCR AS "MADE LAND". PAST OBSERVANCES IN THIS AREA HAVE INDICATED A LOW GROUND WATER TABLE (>12.0 FEET) WITH CLAYEY SOILS, LIKELY CONSIDERED TO BE HYDROLOGIC SOIL GROUP (HSG) D.

AutoCAD SHX Text NORTH GATE RENOVATION DEFENSE SUPPLY CENTER RICHMOND RICHMOND, VA 1. PROJECT DESCRIPTION PROJECT DESCRIPTION PROPOSED IMPROVEMENTS TO THE NORTH GATE THAT SERVES "G" ROAD FOR DEFENSE SUPPLY CENTER RICHMOND (DSCR) INCLUDE REPLACING ASPHALT PAVEMENT WITH CONCRETE PAVEMENT, ADDING A PULL-OFF AREA ALONG A TRUCK INSPECTION ROADWAY ("A" ROAD), AND ASSORTED IMPROVEMENTS TO SECURITY MEASURES AT THE GATE ENTRANCES. THE CONCRETE PAVEMENT SECTION INCLUDES EXISTING PAVEMENT SUBGRADE WHICH CATEGORIZES THIS ROADWAY CONSTRUCTION AS MAINTENANCE INSTEAD OF DISTURBANCE. ADDITIONALLY, MODIFICATIONS MADE TO SUCH SECURITY ITEMS AS BARRIERS AND CENSOR WIRES ARE NOT CONSIDERED LAND DISTURBANCE. AS A RESULT, APPROXIMATELY 3,560 SF OF DISTURBANCE IS PROPOSED WITH THIS PROJECT. THIS IS WELL BELOW THE 10,000 SF THRESHOLD ESTABLISHED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VA DEQ) FOR EROSION AND SEDIMENT CONTROL REVIEW. HOWEVER, EROSION AND SEDIMENT CONTROL PRACTICES HAVE BEEN PROPOSED AROUND THE CONSTRUCTION AREA TO SERVE AS A BEST PRACTICE TO PREVENT SEDIMENT RUNOFF TO THE STORM SEWER SYSTEM AND OTHER DOWNSTREAM AREAS. ACCESS ACCESS TO THE SITE DURING CONSTRUCTION WILL BE FROM STRATHMORE ROAD ON THE NORTH SIDE OF THE BASE THROUGH THE GATE AT ROAD G. TRUCK ACCESS TO THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" ACCESS TO THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" ACCESS TO THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" TO THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" TO THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" THE PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" PROJECT WILL BE VIA THE TRUCK GATE LOCATED ON "A" WILL BE VIA THE TRUCK GATE LOCATED ON "A" WILL BE VIA THE TRUCK GATE LOCATED ON "A" BE VIA THE TRUCK GATE LOCATED ON "A" BE VIA THE TRUCK GATE LOCATED ON "A" VIA THE TRUCK GATE LOCATED ON "A" VIA THE TRUCK GATE LOCATED ON "A" THE TRUCK GATE LOCATED ON "A" THE TRUCK GATE LOCATED ON "A" TRUCK GATE LOCATED ON "A" TRUCK GATE LOCATED ON "A" GATE LOCATED ON "A" GATE LOCATED ON "A" LOCATED ON "A" LOCATED ON "A" ON "A" ON "A" "A" "A" ROAD. NON TRUCK VEHICLES CAN ACCESS VIA THE GATE LOCATED ON "G" ROAD. LAND DISTURBANCE 3,560 SF OF LAND WILL BE DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT. LAND DISTURBING ACTIVITIES INCLUDE PAVEMENT REMOVAL (INCLUDING AGGREGATE), AREAS OF NEW PAVEMENT, RELOCATING A WATER MAIN AND METER, AND BUILDING ADDITION. BECAUSE THIS AREA IS NOT CONSIDERED TO FALL WITHIN THE CHESAPEAKE BAY PRESERVATION AREA AND DISTURBS LESS THAN 10,000 SF, THERE IS NO REQUIREMENT TO SUBMIT TO THE VA DEQ PROCESS FOR EROSION AND SEDIMENT CONTROL COMPLIANCE OR OBTAIN A GENERAL CONSTRUCTION PERMIT DUE TO LESS THAN 1 ACRE OF DISTURBANCE. CONSTRUCTION CREWS WILL MOBILIZE, OCCUPY THE PROJECT SITE, INSTALL EROSION AND SEDIMENT CONTROL MEASURES, DEMOLISH AND REMOVE ALL MATERIAL IDENTIFIED IN THE DEMOLITION PLAN, AND BRING THE SITE TO ROUGH GRADE. DEMOLITION IS TO BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, IS TO BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, IS TO BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, TO BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, TO BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, BE CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, CONDUCTED IN ACCORDANCE WITH THE DEMOLITION PLAN, IN ACCORDANCE WITH THE DEMOLITION PLAN, IN ACCORDANCE WITH THE DEMOLITION PLAN, ACCORDANCE WITH THE DEMOLITION PLAN, ACCORDANCE WITH THE DEMOLITION PLAN, WITH THE DEMOLITION PLAN, WITH THE DEMOLITION PLAN, THE DEMOLITION PLAN, THE DEMOLITION PLAN, DEMOLITION PLAN, DEMOLITION PLAN, PLAN, PLAN, INCLUDED IN THE ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED IN THE ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED IN THE ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED THE ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED THE ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED ESC PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED PLAN SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED SHEETS. MATERIALS TO BE DEMOLISHED AND REMOVED MATERIALS TO BE DEMOLISHED AND REMOVED MATERIALS TO BE DEMOLISHED AND REMOVED TO BE DEMOLISHED AND REMOVED TO BE DEMOLISHED AND REMOVED BE DEMOLISHED AND REMOVED BE DEMOLISHED AND REMOVED DEMOLISHED AND REMOVED DEMOLISHED AND REMOVED AND REMOVED AND REMOVED REMOVED REMOVED INCLUDE: - SECTIONS OF FENCE SECTIONS OF FENCE - AREAS OF CONCRETE AREAS OF CONCRETE - SURFACE AND BASE OF ASPHALT PAVEMENT (AGGREGATE TO REMAIN) SURFACE AND BASE OF ASPHALT PAVEMENT (AGGREGATE TO REMAIN) THE RESPONSIBLE LAND DISTURBER (RLD), AS CERTIFIED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), WILL BE IN CHARGE OF AND RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITIES ASSOCIATED WITH THIS PROJECT.

AutoCAD SHX Text MAINTENANCE STRATEGIES 1) STORM DRAIN INLET PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT STORM DRAIN INLET PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT DRAIN INLET PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT DRAIN INLET PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT INLET PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT INLET PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT PROTECTION, STONE CONSTRUCTION ENTRANCE, AND SILT STONE CONSTRUCTION ENTRANCE, AND SILT STONE CONSTRUCTION ENTRANCE, AND SILT CONSTRUCTION ENTRANCE, AND SILT CONSTRUCTION ENTRANCE, AND SILT ENTRANCE, AND SILT ENTRANCE, AND SILT AND SILT AND SILT SILT SILT FENCE WILL BE INSTALLED AS AN EARLY STEP DURING LAND DISTURBING WILL BE INSTALLED AS AN EARLY STEP DURING LAND DISTURBING WILL BE INSTALLED AS AN EARLY STEP DURING LAND DISTURBING BE INSTALLED AS AN EARLY STEP DURING LAND DISTURBING BE INSTALLED AS AN EARLY STEP DURING LAND DISTURBING INSTALLED AS AN EARLY STEP DURING LAND DISTURBING INSTALLED AS AN EARLY STEP DURING LAND DISTURBING AS AN EARLY STEP DURING LAND DISTURBING AS AN EARLY STEP DURING LAND DISTURBING AN EARLY STEP DURING LAND DISTURBING AN EARLY STEP DURING LAND DISTURBING EARLY STEP DURING LAND DISTURBING EARLY STEP DURING LAND DISTURBING STEP DURING LAND DISTURBING STEP DURING LAND DISTURBING DURING LAND DISTURBING DURING LAND DISTURBING LAND DISTURBING LAND DISTURBING DISTURBING DISTURBING ACTIVITIES. 2) THE SITE IS TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES THE SITE IS TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES SITE IS TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES SITE IS TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES IS TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES IS TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES TO DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES DRAIN TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES TO SEDIMENT-TRAPPING CONTROLS AT ALL TIMES SEDIMENT-TRAPPING CONTROLS AT ALL TIMES SEDIMENT-TRAPPING CONTROLS AT ALL TIMES CONTROLS AT ALL TIMES CONTROLS AT ALL TIMES AT ALL TIMES AT ALL TIMES ALL TIMES ALL TIMES TIMES TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL AND DURING SITE DEVELOPMENT UNTIL AND DURING SITE DEVELOPMENT UNTIL DURING SITE DEVELOPMENT UNTIL DURING SITE DEVELOPMENT UNTIL SITE DEVELOPMENT UNTIL SITE DEVELOPMENT UNTIL DEVELOPMENT UNTIL DEVELOPMENT UNTIL UNTIL UNTIL FINAL STABILIZATION IS ACHIEVED. 3) RESPONSIBILITY FOR PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE RESPONSIBILITY FOR PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE FOR PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE FOR PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE IMPLEMENTATION SHOULD BE GIVEN TO THE IMPLEMENTATION SHOULD BE GIVEN TO THE SHOULD BE GIVEN TO THE SHOULD BE GIVEN TO THE BE GIVEN TO THE BE GIVEN TO THE GIVEN TO THE GIVEN TO THE TO THE TO THE THE THE CONSTRUCTION SUPERINTENDENT AND HE/SHE SHALL MAKE ALL CONSTRUCTION SUPERINTENDENT AND HE/SHE SHALL MAKE ALL CONSTRUCTION SUPERINTENDENT AND HE/SHE SHALL MAKE ALL CONSTRUCTION AND HE/SHE SHALL MAKE ALL CONSTRUCTION AND HE/SHE SHALL MAKE ALL CONSTRUCTION HE/SHE SHALL MAKE ALL CONSTRUCTION HE/SHE SHALL MAKE ALL CONSTRUCTION SHALL MAKE ALL CONSTRUCTION SHALL MAKE ALL CONSTRUCTION MAKE ALL CONSTRUCTION MAKE ALL CONSTRUCTION ALL CONSTRUCTION ALL CONSTRUCTION CONSTRUCTION CONSTRUCTION WORKERS AWARE OF THE PROVISIONS OF THE PLAN. 4) ALL ESC CONTROL MEASURES SHALL BE CHECKED CONTINUOUSLY AND ALL ESC CONTROL MEASURES SHALL BE CHECKED CONTINUOUSLY AND ESPECIALLY AFTER EACH SIGNIFICANT STORM TO LOCATE DAMAGES AND CONDUCT MAINTENANCE OPERATIONS. STORMWATER MANAGEMENT FACILITIES SHALL HAVE AN INSPECTION AND MAINTENANCE PLAN THAT IDENTIFIES THE OWNER AND THE RESPONSIBLE PARTY FOR CARRYING OUT THE INSPECTION AND MAINTENANCE PLAN. 5) ALL TEMPORARY ESC CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS ALL TEMPORARY ESC CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 6) UNDERGROUND UTILITY LINES UNDERGROUND UTILITY LINES a. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATED FILL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. EXCAVATED FILL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY FOR BACKFILLING TRENCHES SHALL BE PROPERLY FOR BACKFILLING TRENCHES SHALL BE PROPERLY BACKFILLING TRENCHES SHALL BE PROPERLY BACKFILLING TRENCHES SHALL BE PROPERLY TRENCHES SHALL BE PROPERLY TRENCHES SHALL BE PROPERLY SHALL BE PROPERLY SHALL BE PROPERLY BE PROPERLY BE PROPERLY PROPERLY PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE IN ORDER TO MINIMIZE EROSION AND PROMOTE IN ORDER TO MINIMIZE EROSION AND PROMOTE ORDER TO MINIMIZE EROSION AND PROMOTE ORDER TO MINIMIZE EROSION AND PROMOTE TO MINIMIZE EROSION AND PROMOTE TO MINIMIZE EROSION AND PROMOTE MINIMIZE EROSION AND PROMOTE MINIMIZE EROSION AND PROMOTE EROSION AND PROMOTE EROSION AND PROMOTE AND PROMOTE AND PROMOTE PROMOTE PROMOTE STABILIZATION. d. g. WHENEVER A SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE WHENEVER A SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE A SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE A SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE FACE HAS WATER SEEPING FROM IT, ADEQUATE FACE HAS WATER SEEPING FROM IT, ADEQUATE HAS WATER SEEPING FROM IT, ADEQUATE HAS WATER SEEPING FROM IT, ADEQUATE WATER SEEPING FROM IT, ADEQUATE WATER SEEPING FROM IT, ADEQUATE SEEPING FROM IT, ADEQUATE SEEPING FROM IT, ADEQUATE FROM IT, ADEQUATE FROM IT, ADEQUATE IT, ADEQUATE IT, ADEQUATE ADEQUATE ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 7) STORM DRAIN INLET PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM STORM DRAIN INLET PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM DRAIN INLET PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM DRAIN INLET PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM INLET PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM INLET PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM PROTECTION SHALL BE REQUIRED ON ALL ACTIVE STORM SHALL BE REQUIRED ON ALL ACTIVE STORM SHALL BE REQUIRED ON ALL ACTIVE STORM BE REQUIRED ON ALL ACTIVE STORM BE REQUIRED ON ALL ACTIVE STORM REQUIRED ON ALL ACTIVE STORM REQUIRED ON ALL ACTIVE STORM ON ALL ACTIVE STORM ON ALL ACTIVE STORM ALL ACTIVE STORM ALL ACTIVE STORM ACTIVE STORM ACTIVE STORM STORM STORM SEWER INLETS. INLET PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO INLETS. INLET PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO INLETS. INLET PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO INLET PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO INLET PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO PROTECTION SHALL BE ESTABLISHED ON INLETS PRIOR TO SHALL BE ESTABLISHED ON INLETS PRIOR TO SHALL BE ESTABLISHED ON INLETS PRIOR TO BE ESTABLISHED ON INLETS PRIOR TO BE ESTABLISHED ON INLETS PRIOR TO ESTABLISHED ON INLETS PRIOR TO ESTABLISHED ON INLETS PRIOR TO ON INLETS PRIOR TO ON INLETS PRIOR TO INLETS PRIOR TO INLETS PRIOR TO PRIOR TO PRIOR TO TO TO PLACING THEM IN SERVICE. 8) NO WORK IN ANY LIVE WATERCOURSE IS EXPECTED FOR THIS PROJECT. NO WORK IN ANY LIVE WATERCOURSE IS EXPECTED FOR THIS PROJECT. 10) ANY AND ALL MATERIAL TRANSPORTED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE REMOVED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 11) CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ACCESS ROADS. ALL TRAFFIC IS PROHIBITED FROM CROSSING DRAINAGE SWALES AND STREAMS, EXCEPT WHERE ABSOLUTELY NECESSARY. 12) DEWATERING AND WELL POINT DISCHARGE OPERATIONS MUST PROVIDE DEWATERING AND WELL POINT DISCHARGE OPERATIONS MUST PROVIDE AND WELL POINT DISCHARGE OPERATIONS MUST PROVIDE AND WELL POINT DISCHARGE OPERATIONS MUST PROVIDE WELL POINT DISCHARGE OPERATIONS MUST PROVIDE WELL POINT DISCHARGE OPERATIONS MUST PROVIDE POINT DISCHARGE OPERATIONS MUST PROVIDE POINT DISCHARGE OPERATIONS MUST PROVIDE DISCHARGE OPERATIONS MUST PROVIDE DISCHARGE OPERATIONS MUST PROVIDE OPERATIONS MUST PROVIDE OPERATIONS MUST PROVIDE MUST PROVIDE MUST PROVIDE PROVIDE PROVIDE APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES AND PRACTICES, AND SEDIMENT CONTROL DEVICES AND PRACTICES, AND CONTROL DEVICES AND PRACTICES, AND CONTROL DEVICES AND PRACTICES, AND DEVICES AND PRACTICES, AND DEVICES AND PRACTICES, AND AND PRACTICES, AND AND PRACTICES, AND PRACTICES, AND PRACTICES, AND AND AND BE APPROVED BY THE INSPECTOR PRIOR TO THE COMMENCEMENT OF APPROVED BY THE INSPECTOR PRIOR TO THE COMMENCEMENT OF APPROVED BY THE INSPECTOR PRIOR TO THE COMMENCEMENT OF BY THE INSPECTOR PRIOR TO THE COMMENCEMENT OF BY THE INSPECTOR PRIOR TO THE COMMENCEMENT OF THE INSPECTOR PRIOR TO THE COMMENCEMENT OF THE INSPECTOR PRIOR TO THE COMMENCEMENT OF INSPECTOR PRIOR TO THE COMMENCEMENT OF INSPECTOR PRIOR TO THE COMMENCEMENT OF PRIOR TO THE COMMENCEMENT OF PRIOR TO THE COMMENCEMENT OF TO THE COMMENCEMENT OF TO THE COMMENCEMENT OF THE COMMENCEMENT OF THE COMMENCEMENT OF COMMENCEMENT OF COMMENCEMENT OF OF OF DISCHARGE OPERATIONS. A “STOP WORK ORDER” MAY BE ISSUED AND/OR OPERATIONS. A “STOP WORK ORDER” MAY BE ISSUED AND/OR OPERATIONS. A “STOP WORK ORDER” MAY BE ISSUED AND/OR A “STOP WORK ORDER” MAY BE ISSUED AND/OR A “STOP WORK ORDER” MAY BE ISSUED AND/OR “STOP WORK ORDER” MAY BE ISSUED AND/OR STOP WORK ORDER” MAY BE ISSUED AND/OR WORK ORDER” MAY BE ISSUED AND/OR WORK ORDER” MAY BE ISSUED AND/OR ORDER” MAY BE ISSUED AND/OR ORDER” MAY BE ISSUED AND/OR MAY BE ISSUED AND/OR MAY BE ISSUED AND/OR BE ISSUED AND/OR BE ISSUED AND/OR ISSUED AND/OR ISSUED AND/OR AND/OR AND/OR LEGAL ACTION TAKEN FOR NON-COMPLIANCE. 13) THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, AND TAKE PRECAUTIONS TO CONTROL DUST, AND TAKE PRECAUTIONS TO CONTROL DUST, TAKE PRECAUTIONS TO CONTROL DUST, TAKE PRECAUTIONS TO CONTROL DUST, PRECAUTIONS TO CONTROL DUST, PRECAUTIONS TO CONTROL DUST, TO CONTROL DUST, TO CONTROL DUST, CONTROL DUST, CONTROL DUST, DUST, DUST, INCLUDING (BUT NOT LIMITED TO) USE OF WATER OR CHEMICAL DUST (BUT NOT LIMITED TO) USE OF WATER OR CHEMICAL DUST (BUT NOT LIMITED TO) USE OF WATER OR CHEMICAL DUST NOT LIMITED TO) USE OF WATER OR CHEMICAL DUST NOT LIMITED TO) USE OF WATER OR CHEMICAL DUST LIMITED TO) USE OF WATER OR CHEMICAL DUST LIMITED TO) USE OF WATER OR CHEMICAL DUST TO) USE OF WATER OR CHEMICAL DUST TO) USE OF WATER OR CHEMICAL DUST USE OF WATER OR CHEMICAL DUST USE OF WATER OR CHEMICAL DUST OF WATER OR CHEMICAL DUST OF WATER OR CHEMICAL DUST WATER OR CHEMICAL DUST WATER OR CHEMICAL DUST OR CHEMICAL DUST OR CHEMICAL DUST CHEMICAL DUST CHEMICAL DUST DUST DUST PALLIATIVE, LIMITING THE NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING LIMITING THE NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING LIMITING THE NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING THE NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING THE NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING NUMBER OF VEHICLES ALLOWED ON-SITE, MINIMIZING OF VEHICLES ALLOWED ON-SITE, MINIMIZING OF VEHICLES ALLOWED ON-SITE, MINIMIZING VEHICLES ALLOWED ON-SITE, MINIMIZING VEHICLES ALLOWED ON-SITE, MINIMIZING ALLOWED ON-SITE, MINIMIZING ALLOWED ON-SITE, MINIMIZING ON-SITE, MINIMIZING ON-SITE, MINIMIZING MINIMIZING MINIMIZING THE OPERATING SPEED OF ALL VEHICLES, ETC. 14) ALL TEMPORARY EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE ALL TEMPORARY EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE TEMPORARY EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE TEMPORARY EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE CONSTRUCTION MATERIAL, AND DEBRIS MUST BE CONSTRUCTION MATERIAL, AND DEBRIS MUST BE MATERIAL, AND DEBRIS MUST BE MATERIAL, AND DEBRIS MUST BE AND DEBRIS MUST BE AND DEBRIS MUST BE DEBRIS MUST BE DEBRIS MUST BE MUST BE MUST BE BE BE REMOVED FROM THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION FROM THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION FROM THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION A LAWFUL MANNER IN ORDER FOR CONSTRUCTION A LAWFUL MANNER IN ORDER FOR CONSTRUCTION LAWFUL MANNER IN ORDER FOR CONSTRUCTION LAWFUL MANNER IN ORDER FOR CONSTRUCTION MANNER IN ORDER FOR CONSTRUCTION MANNER IN ORDER FOR CONSTRUCTION IN ORDER FOR CONSTRUCTION IN ORDER FOR CONSTRUCTION ORDER FOR CONSTRUCTION ORDER FOR CONSTRUCTION FOR CONSTRUCTION FOR CONSTRUCTION CONSTRUCTION CONSTRUCTION TO BE CONSIDERED COMPLETE.

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3. ADJACENT PROPERTY ADJACENT PROPERTY THE PROPOSED NORTH GATE PROJECT IS LOCATED AT THE NORTHWESTERN LIMITS OF DEFENSE SUPPLY CENTER RICHMOND. THE LIMITS OF WORK ARE GENERALLY BOUNDED BY A PERIMETER FENCE TO THE EAST AND WEST, A DSCR FACILITY TO THE SOUTH, AND THE EXTENSION OF "G" STREET TO THE NORTH. 4. CRITICAL EROSION AREAS CRITICAL EROSION AREAS NO CRITICAL EROSION AREAS ARE IDENTIFIED ON THE SITE. 5. EROSION AND SEDIMENT CONTROL MEASURES EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATED AND STRUCTURAL ESC CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE LATEST EDITION OF THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) APPLICABLE TO THE COASTAL PLAIN REGION OF VIRGINIA. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO BEFORE, DURING, AND AFTER CONSTRUCTION, UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. REFER TO THE CONSTRUCTION PLANS FOR DETAILS AND LOCATIONS ASSOCIATED WITH THE CONTROL MEASURES. GENERAL 1) A COPY OF THE APPROVED ESC PLAN AND THE VESCH SHALL BE MAINTAINED ON A COPY OF THE APPROVED ESC PLAN AND THE VESCH SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THE ESC PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY ESC PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. STRUCTURAL PRACTICES 1) SILT FENCE (SF) - VESCH STD. 3.05 SILT FENCE (SF) - VESCH STD. 3.05 SILT FENCING WILL SERVE AS A PERIMETER CONTROL TO PROTECT DISTURBED AREAS FROM OFF-SITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS OUTSIDE THE PROJECT SITE. 2) STORM DRAIN INLET PROTECTION (IP) - VESCH STD. 3.07 STORM DRAIN INLET PROTECTION (IP) - VESCH STD. 3.07 INLET PROTECTION WILL BE USED TO PREVENT ANY SEDIMENT CREATED BY CONSTRUCTION ACTIVITIES AND DISTURBED AREAS FROM ENTERING THE EXISTING STORM SEWER SYSTEM. INLET PROTECTION FOR PROPOSED STORMWATER STRUCTURES SHOULD BE IMMEDIATELY BUILT AT EACH STRUCTURE IN ORDER TO REDUCE THE AMOUNT OF FINE SEDIMENT TRANSPORTED INTO THE STORMWATER PIPING. VEGETATIVE PRACTICES 1) TEMPORARY SEEDING - VESCH STD. 3.31 TEMPORARY SEEDING - VESCH STD. 3.31 TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SHALL BE APPLIED TO DENUDED AREAS WITHIN SHALL BE APPLIED TO DENUDED AREAS WITHIN BE APPLIED TO DENUDED AREAS WITHIN BE APPLIED TO DENUDED AREAS WITHIN APPLIED TO DENUDED AREAS WITHIN APPLIED TO DENUDED AREAS WITHIN TO DENUDED AREAS WITHIN TO DENUDED AREAS WITHIN DENUDED AREAS WITHIN DENUDED AREAS WITHIN AREAS WITHIN AREAS WITHIN WITHIN WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. GRADE IS REACHED ON ANY PORTION OF THE SITE. GRADE IS REACHED ON ANY PORTION OF THE SITE. IS REACHED ON ANY PORTION OF THE SITE. IS REACHED ON ANY PORTION OF THE SITE. REACHED ON ANY PORTION OF THE SITE. REACHED ON ANY PORTION OF THE SITE. ON ANY PORTION OF THE SITE. ON ANY PORTION OF THE SITE. ANY PORTION OF THE SITE. ANY PORTION OF THE SITE. PORTION OF THE SITE. PORTION OF THE SITE. OF THE SITE. OF THE SITE. THE SITE. THE SITE. SITE. SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO BE APPLIED WITHIN SEVEN (7) DAYS TO BE APPLIED WITHIN SEVEN (7) DAYS TO APPLIED WITHIN SEVEN (7) DAYS TO APPLIED WITHIN SEVEN (7) DAYS TO WITHIN SEVEN (7) DAYS TO WITHIN SEVEN (7) DAYS TO SEVEN (7) DAYS TO SEVEN (7) DAYS TO (7) DAYS TO (7) DAYS TO DAYS TO DAYS TO TO TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT BE AT FINAL GRADE BUT WILL REMAIN DORMANT BE AT FINAL GRADE BUT WILL REMAIN DORMANT AT FINAL GRADE BUT WILL REMAIN DORMANT AT FINAL GRADE BUT WILL REMAIN DORMANT FINAL GRADE BUT WILL REMAIN DORMANT FINAL GRADE BUT WILL REMAIN DORMANT GRADE BUT WILL REMAIN DORMANT GRADE BUT WILL REMAIN DORMANT BUT WILL REMAIN DORMANT BUT WILL REMAIN DORMANT WILL REMAIN DORMANT WILL REMAIN DORMANT REMAIN DORMANT REMAIN DORMANT DORMANT DORMANT FOR LONGER THAN THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED LONGER THAN THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED LONGER THAN THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED THAN THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED THAN THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED THIRTY (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED (30) DAYS. TEMPORARY SEEDING SHALL BE APPLIED DAYS. TEMPORARY SEEDING SHALL BE APPLIED DAYS. TEMPORARY SEEDING SHALL BE APPLIED TEMPORARY SEEDING SHALL BE APPLIED TEMPORARY SEEDING SHALL BE APPLIED TEMPORARY SEEDING SHALL BE APPLIED SEEDING SHALL BE APPLIED SEEDING SHALL BE APPLIED SHALL BE APPLIED SHALL BE APPLIED BE APPLIED BE APPLIED APPLIED APPLIED IMMEDIATELY AFTER ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS. AFTER ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS. AFTER ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS. ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS. ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS. GRADING IS COMPLETED ON THE RESPECTIVE AREAS. GRADING IS COMPLETED ON THE RESPECTIVE AREAS. IS COMPLETED ON THE RESPECTIVE AREAS. IS COMPLETED ON THE RESPECTIVE AREAS. COMPLETED ON THE RESPECTIVE AREAS. COMPLETED ON THE RESPECTIVE AREAS. ON THE RESPECTIVE AREAS. ON THE RESPECTIVE AREAS. THE RESPECTIVE AREAS. THE RESPECTIVE AREAS. RESPECTIVE AREAS. RESPECTIVE AREAS. AREAS. AREAS. REFER TO TABLE 3.31-B FOR TEMPORARY SEEDING GUIDANCE. 2) PERMANENT SEEDING - VESCH STD. 3.32 PERMANENT SEEDING - VESCH STD. 3.32 ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER AREAS AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER AREAS AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER BE SEEDED WITHIN SEVEN (7) DAYS AFTER BE SEEDED WITHIN SEVEN (7) DAYS AFTER SEEDED WITHIN SEVEN (7) DAYS AFTER SEEDED WITHIN SEVEN (7) DAYS AFTER WITHIN SEVEN (7) DAYS AFTER WITHIN SEVEN (7) DAYS AFTER SEVEN (7) DAYS AFTER SEVEN (7) DAYS AFTER (7) DAYS AFTER (7) DAYS AFTER DAYS AFTER DAYS AFTER AFTER AFTER COMPLETION OF LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, OF LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, OF LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS, EXCEPT FOR SMALL LEVEL AREAS, EXCEPT FOR SMALL LEVEL AREAS, FOR SMALL LEVEL AREAS, FOR SMALL LEVEL AREAS, SMALL LEVEL AREAS, SMALL LEVEL AREAS, LEVEL AREAS, LEVEL AREAS, AREAS, AREAS, SEEDED AREAS SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND AREAS SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND AREAS SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND PROTECTED WITH MULCH. REFER TO TABLE 3.32-B AND WITH MULCH. REFER TO TABLE 3.32-B AND WITH MULCH. REFER TO TABLE 3.32-B AND MULCH. REFER TO TABLE 3.32-B AND MULCH. REFER TO TABLE 3.32-B AND REFER TO TABLE 3.32-B AND REFER TO TABLE 3.32-B AND TO TABLE 3.32-B AND TO TABLE 3.32-B AND TABLE 3.32-B AND TABLE 3.32-B AND 3.32-B AND 3.32-B AND AND AND 3.32-D FOR PERMANENT SEEDING GUIDANCE. 3) SODDING - VESCH STD. 3.33 SODDING - VESCH STD. 3.33 SODDING SHALL BE USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS SHALL BE USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS SHALL BE USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS BE USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS BE USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS USED TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS TO ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS ACHIEVE PERMANENT VEGETATED COVER IN ALL AREAS PERMANENT VEGETATED COVER IN ALL AREAS PERMANENT VEGETATED COVER IN ALL AREAS VEGETATED COVER IN ALL AREAS VEGETATED COVER IN ALL AREAS COVER IN ALL AREAS COVER IN ALL AREAS IN ALL AREAS IN ALL AREAS ALL AREAS ALL AREAS AREAS AREAS AS DICTATED BY PERMANENT STABILIZATION, PARAGRAPH 6. SODDING SHALL BE DICTATED BY PERMANENT STABILIZATION, PARAGRAPH 6. SODDING SHALL BE DICTATED BY PERMANENT STABILIZATION, PARAGRAPH 6. SODDING SHALL BE BY PERMANENT STABILIZATION, PARAGRAPH 6. SODDING SHALL BE BY PERMANENT STABILIZATION, PARAGRAPH 6. SODDING SHALL BE PERMANENT STABILIZATION, PARAGRAPH 6. SODDING SHALL BE PERMANENT STABILIZATION, PARAGRAPH 6.