IFB 27011 Addendum 4 Attachment C1 - Revised Drawings Godwin Virginian Pilot Renovation (1)_Part1.pdf

M D G

STRUCTURAL ENGINEERS

192 Ballard Court, Suite 102 Virginia Beach, Virginia 23462 Phone (757) 965-2000 Fax (757) 965-2001 www.mdg-eng.com

1277 Perimeter Pkwy Virginia Beach, Virginia 23454 Phone (757) 499-7223

NEW

PARKING

LOT

157 N.

MAIN ST

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

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COVER SHEET

G-001

N. DUNLEVY

MIJAL / MILLER

K. BARKER

06/17/2026

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VICINITY MAP

LOCATION MAP

PROJECT TEAM PROJECT IMAGE SHEET INDEX

CITY OF SUFFOLK, VA

GODWIN - VIRGINIAN PILOT BUILDING

08/24/2026

ADDENDUM 02

157 N MAIN STREET SUFFOLK, VA 23434

RENOVATION

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL NOTES

CIVIL

CA001 COVER

CA002 GENERAL NOTES

CA003 GENERAL NOTES

CA004 GENERAL NOTES

CA005 GENERAL NOTES

SV100 SARATOGA EAST TOPOGRAPHIC SURVEY

SV101 SARATOGA EAST TOPOGRAPHIC SURVEY

SV102 SARATOGA EAST TOPOGRAPHIC SURVEY

CD100 DEMO & ES

CD500 DEMO & ES DETAILS

CD501 DEMO & ES NARRATIVE

CS100 SITE PLAN

CS500 SITE PLAN DETAILS

CS501 CONSTRUCTION DETAILS

CS502 CONSTRUCTION DETAILS

CG100 GRADING PLAN

CP100 PLANTING PLAN

CP500 PLANTING PLAN DETAILS

ES001 GENERAL NOTES LEGEND AND ABBREVATIONS

ES002 SITE PHOTOMETRIC PLAN

ES003 ELECTRICAL SITE PLAN

ES501 DETAILS

ES701 SPECIFICATIONS

LIFE SAFETY

LS001 CODE SUMMARY

LS101 LIFE SAFETY PLAN

HAZMAT

H-001 HAZMAT GENERAL NOTES & PHOTOS

H-002 HAZMAT PHOTOS 2

H-101 FIRST FLOOR PLAN - HAZMAT REMOVAL

H-102 SECOND FLOOR PLAN - HAZMAT REMOVAL

H-103 ROOF PLAN - HAZMAT REMOVAL

STRUCTURAL

S-001 GENERAL NOTES

S-002 TYPICAL DETAILS AND ABBREVIATIONS

S-003 TYPICAL DETAILS

S-101 FIRST FLOOR PLAN - NEW WORK

S-102 PARTIAL SECOND FLOOR FRAMING PLANS AND SECTIONS

S-103 OVERALL ROOF PLAN - NEW WORK

S-104 PARTIAL ROOF FRAMING PLAN AND SECTIONS

S-105 PARTIAL ROOF FRAMING PLANS, SECTIONS AND DETAILS

ARCHITECTURE

A-001 SYMBOLS AND ABBREVIATIONS

A-002 PARTITION TYPES

AD101 OVERALL FIRST FLOOR PLAN - DEMOLITION

AD102 OVERALL SECOND FLOOR PLAN - DEMOLITION

AD111 OVERALL FIRST FLOOR REFLECTED CEILING PLAN - DEMOLITION

AD112 OVERALL SECOND FLOOR REFLECTED CEILING PLAN - DEMOLITION

AD121 OVERALL ROOF PLAN - DEMOLITION

AD201 BUILDING ELEVATIONS - DEMOLITION

AD301 WALL SECTIONS - DEMOLITION

AD501 EXISITNG CONDITION PICTURES

A-101 OVERALL FIRST FLOOR PLAN - NEW WORK

A-102 OVERALL SECOND FLOOR PLAN - NEW WORK

A-111 OVERALL FIRST FLOOR REFLECTED CEILING PLAN - NEW WORK

A-112 OVERALL SECOND FLOOR REFLECTED CEILING PLAN - NEW WORK

A-121 OVERALL ROOF PLAN - NEW WORK

A-201 BUILDING ELEVATIONS - NEW WORK

A-301 WALL SECTIONS - NEW WORK

A-401 ENLARGED RESTROOM PLANS AND ELEVATIONS, TOILET ACCS SCHEDULE

A-402 ENLARGED RESTROOM PLANS AND ELEVATIONS

A-403 ENLARGED SHOWER ROOM PLANS AND ELEVATIONS

A-404 ENLARGED BREAK ROOM PLANS AND ELEVATIONS

A-405 INTERIOR ELEVATIONS

A-406 INTERIOR ELEVATIONS

A-407 TYPICAL PLUMBING FIXTURE AND TOILET ACCESSORIES MOUNTING HEIGHTS

A-408 ENLARGED RAMP PLANS AND DETAILS

PROJECT LOCATION:

PROJECT NAME:

GOVERNING BUILDING CODE:

PROJECT TYPE:

157 N. MAIN ST. SUFFOLK, VA 23434

GODWIN - VIRGINIAN PILOT BUILDING RENOVATION

VIRGINIA UNIFORM BUILDING CODE (2021 VIRGINIA CONSTRUCTION CODE, 2021 VIRGINIA EXISTING BUILDING CODE)

THE EXISTING VIRGINIAN PILOT BUILDING WILL BE RENOVATED TO ACCOMODATE CURRENT AND FUTURE NEEDS OF GROWING GODWIN COURTS. THE BUILDING WILL INCLUDE SPACE FOR PRIVATE OFFICES, OPEN OFFICE, CONFERENCE ROOMS, BREAKROOMS, FITNESS ROOM AND RESTROOMS. THE REMOVAL AND REPLACEMENT OF EXISTING ROOFING SINGLE-PLY MEMBRANE AND ROOF INSULATION WITH NEW SINGLE-PLY MEMBRANE, ROOF INSULATION, ROOF TOP METAL FLASHINGS, COPINGS, REPAIR/REPLACEMENT OF DAMAGED METAL ROOF DECK AS NEEDED AND REPLACEMENT OF INTERNAL ROOF DRAIN FITTINGS. SCOPE INCLUDES THE REPLACEMENT OF EMERGENCY OVERFLOW SCUPPERS, EXTENSION OF VTR'S, AND EF CURBS TO OBTAIN MINIMUM FLASHING HEIGHTS ABOVE FINAL ROOF FINISH. PARKING LOT ON SARATAGO STREET BEHIND THE BUILDING WILL UNDERGO SITE IMPROVEMENTS AND A NEW PARKING LAYOUT.

SHEET

NUMBER SHEET NAME

A-501 CEILING AND PARTITION DETAILS

A-502 PLAN DETAILS

A-503 SOFFIT DETAILS

A-521 ROOF DETAILS - DEMOLITION & NEW WORK

A-522 ROOF DETAILS - DEMOLITION & NEW WORK

A-523 ROOF DETAILS - DEMOLITION & NEW WORK

A-524 ROOF DETAILS - NEW WORK

A-525 ROOF DETAILS - DEMOLITION & NEW WORK

A-551 MISCELLANEOUS DETAILS

A-601 DOOR SCHEDULE AND DOOR TYPES

A-602 DOOR DETAILS

A-603 STOREFRONT ELEVATIONS

A-604 STOREFRONT DETAILS

A-701 FINISH SCHEDULE AND LEGEND, EQUIPMENT SCHEDULE

A-702 OVERALL FIRST FLOOR FINISH PLAN

A-703 OVERALL SECOND FLOOR FINISH PLAN

A-704 TRANSITION AND FINISH DETAILS

A-801 OVERALL FIRST FLOOR SIGNAGE PLAN

A-802 SIGNAGE SCHEDULE AND DETAILS

A-803 SIGNAGE LEGEND

PLUMBING

P-001 LEGEND, NOTES AND ABBREVIATIONS

P-002 FIXTURE PLATES

PD-101 OVERALL FIRST FLOOR PLAN - DEMOLITION

PD-102 OVERALL ROOF PLAN - DEMOLITION

P-101 OVERALL FIRST FLOOR SANITARY PLAN - NEW WORK

P-102 OVERALL ROOF PLAN - NEW WORK

P-201 OVERALL FIRST FLOOR DOMESTIC WATER PLAN - NEW WORK

P-501 RISERS, SCHEDULES, AND DETAILS

MECHANICAL

M-001 LEGEND, NOTES AND ABBREVIATIONS

MD-101 OVERALL FIRST FLOOR MECHANICAL PLAN - DEMOLITION

MD-102 OVERALL SECOND FLOOR MECHANICAL PLAN - DEMOLITION

MD-103 OVERALL ROOF PLAN - DEMOLITION

M-101 OVERALL FIRST FLOOR DUCTWORK PLAN - NEW WORK

M-102 OVERALL SECOND FLOOR DUCTWORK PLAN - NEW WORK

M-202 OVERALL SECOND FLOOR PIPING PLAN - NEW WORK

M-201 OVERALL FIRST FLOOR PIPING PLAN - NEW WORK

M-203 OVERALL ROOF MECHANICAL PLAN - NEW WORK

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-601 SCHEDULES

M-602 SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

ELECTRICAL

E-001 NOTES AND ABBREVIATIONS

E-002 LEGEND

ED101 OVERALL FIRST FLOOR ELECTRICAL PLAN - DEMOLITION

ED102 PARTIAL SECOND FLOOR PLAN - DEMOLITION

ED103 ROOF POWER PLAN - DEMOLITION

E-101 OVERALL FIRST FLOOR LIGHTING PLAN - NEW WORK

E-102 PARTIAL SECOND FLOOR PLAN - NEW WORK

E-201 OVERALL FIRST FLOOR POWER PLAN - NEW WORK

E-202 OVERALL ROOF POWER PLAN - NEW WORK

E-301 OVERALL FIRST FLOOR SPECIAL SYSTEMS PLAN - NEW WORK

E-501 LIGHTING DETAILS

E-502 LIGHTING DETAILS

E-503 DETAILS

E-504 DETAILS

E-505 DETAILS

E-601 POWER RISER DIAGRAM - DEMOLITION

E-602 POWER RISER DIAGRAM - NEW WORK

E-603 SPECIAL SYSTEMS RISER DIAGRAMS

E-604 PANEL SCHEDULES

E-605 SCHEDULES

ARCHITECTURE ENGINEERING GEOSPATIAL

GEOENVIRONMENTAL RESOURCES, INC.

Consulting Engineers

PROJECT INFORMATION

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Lic. No. 013830

JASON A. MILLER

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06/17/2026

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NORTH

LEGEND

LIMITS OF DISTURBANCE

PROPERTY LINE

SAWCUT

INLET PROTECTION

REMOVE ALL EXISTING IMPROVEMENTS WITHIN

THIS AREA

NOTES:

1. REMOVE TO SUBGRADE ALL REMAINING BUILDING FOUNDATION WITHIN THE LIMITS OF DISTURBANCE.

2. PROTECT ALL UTILITIES TO REMAIN.

3. ANY WATER AND SEWER CONNECTIONS ASSOCIATED WITH THE BUILDING/CANOPY SCHEDULED FOR

DEMOLITION MUST BE PROPERLY ABANDONED IN ACCORDANCE WITH THE CITY OF SUFFOLK PFM, VOLUME II.

DRAINAGE AREA DIVIDE

EROSION AND SEDIMENT CONTROL

MEASURE

CONTRIBUTING DRAINAGE AREA

(ACRES)

ALLOWABLE DRAINAGE AREA PER

VIRGINIA EROSION AND SEDIMENT

CONTROL HANDBOOK

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL

CALL

"MISS UTILITY"

OF VIRGINIA

DIAL - 811

FOR LOCATION OF UNDERGROUND UTILITIES

EROSION EEL

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CD500

TABLE C-SSM-09-3 PLANT MATERIAL FOR TEMPORARY SEEDING

Acceptable Temporary Seeding Plant Materials "Quick Reference for all Regions"

Planting Dates Species Rate (pounds per acre)

Sept. 1 - Feb. 15 50/50 Mix of annual ryegrass (Lolium multi-florum) & cereal (winter) rye (Secale cereale) 50-100

Feb. 16 - Apr. 30* Annual ryegrass (Lolium multi-florum) 60-100

May. 1* - Aug. 31 German millet (Setaria italica) 50

* The shift date for annual rye to German millet should be April 15 for the Piedmont and Costal Plain, rather than May 1.

Table C-SSM-10-8 Site-Specific Seeding Mixtures for Coastal Plain Area

Site Condition Seed Mix Application Rate (pounds per acre)

Minimum-Care Lawn Commercial or Residential

Kentucky 31* or VCIA approved Turf-Type Tall Fescue 75or Common Bermudagrass

Kentucky 31 or VCIA approved Turf-Type Tall Fescue Hybrid Bermudagrass (seed)**

Hybrid Bermudagrass (by other vegetative establishment method refer to Bermudagrass &

Zoysiagrass Establishment [C-SSM-07])

High-Maintenance Lawn 40 (unhulled)

30 (hulled)

Tall Fescue and/or Hard Fescue

Tall Fescue and/or Red/Hard Fescue

50 - 75

75 - 100 Common Bermudagrass**

Redtop Grass Annual Lespedeza and/or White Clover***

Seasonal Nurse Crop****

0 - 15 5 - 10

10 - 20 30 - 40

Low-Maintenance Slope (Steeper than 3H:1V)

* Increase seed rate if only KY-31 is used.

** May through October, use hulled seed. All other seeding periods, use unhulled seed. Weeping lovegrass may be added to any slope or low-maintenance mix during warmer seeding periods; add 10 - 20 pounds per acre in mixes.

*** Use legume seed that is properly inoculated with specified Rhizobia. Legumes recommended unless periodic N fertilization is intended. Weeping lovegrass may be added to any slope or low-maintenance mix during warmer seeding periods; add 10 to 20 lbs/acre in mixes.

**** Use seasonal nurse crop in accordance with seeding dates as stated below:

March 15 through August, foxtail/German millet

September, October through November 15 annual/cereal rye

November 16 through March 15, annual/cereal rye

Note: Seed mixes are suggested and subject to modification based on site-specific conditions by an agronomist or other qualified revegetation professionals. All seed rates expressed as PLS (Pure Live Seed; see Table C-SSM-10-9).

General Slope (3H:1V or less)

150 - 200

150 - 200

Red Top Grass Annual Lespedeza and/or White Clover***

Seasonal Nurse Crop****

5 - 10 10 - 20 30 - 40

1. EROSION EELS™ USED IN PERIMETER CONTROL APPLICATIONS SHALL HAVE A SPECIFICATION MIXTURE 1.0

OR 1.1.

1.a. MIXTURE SPECIFICATION 1.0. A FILTER MATERIAL COMPRISED OF 100% RUBBER SHREDS. THE RUBBER

SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM

PARTICLE SIZE OF +/- 3/4 INCH.

1.b. MIXTURE SPECIFICATION 1.1. A FILTER MIXTURE COMPRISED OF 50% SHREDDED RUBBER AND 50% WOOD CHIP PARTICLES BY VOLUME. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD

CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFORM TO AASHTO

CERTIFICATION SPECIFICATION MP 9-03.

2. EROSION EELS™ SHALL BE MANUFACTURED FROM A WOVEN GEOTEXTILE COVERING WITH INTERIOR FILTER MATERIALS SUCH AS 100% SHREDDED RUBBER (MIXTURE SPECIFICATION 1.0, 50% SHREDDED RUBBER/50% AASHTO-CERTIFIED WOOD CHIPS (MIXTURE SPECIFICATION 1.1), OR 100% RUBBER (MIXTURE

SPECIFICATION 1.0).

3. LENGTH OF EROSION EELS™ SHALL BE EITHER A NOMINAL +/- 10 FT. OR +/- 4.5 FT. NOMINAL DIAMETER SHALL BE +/- 9.5 INCHES FOR PERIMETER CONTROLS AND +/- 20 INCHES FOR CHECK DAM APPLICATIONS.

4. EROSION EELS™ CAN BE PLACED AT THE TOP, ON THE FACE, OR AT THE TOE OF SLOPES TO INTERCEPT RUNOFF, REDUCE FLOW VELOCITY, RELEASE THE RUNOFF AS SHEET FLOW AND PROVIDE REMOVAL OF

SEDIMENT FROM THE RUNOFF.

5. EROSION EELS™ SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TO THE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM, AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAM TO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANY DISTURBED SOIL AREA.

6. NO TRENCHING IS REQUIRED FOR INSTALLATION OF EROSION EELS™.

7. PREPARE BED FOR EEL INSTALLATION BY REMOVING ANY LARGE DEBRIS INCLUDING ROCKS, SOIL CLODS, AND WOODY VEGETATION. EROSION EELS™ CAN ALSO BE PLACED OVER PAVED SURFACES INCLUDING

CONCRETE AND ASPHALT WITH NO SURFACE PREPARATION REQUIRED.

8. RAKE BED AREA WITH A HAND RAKE OR BY DRAG HARROW.

9. DO NOT PLACE EEL DIRECTLY OVER RILL AND GULLIES UNTIL AREA HAS BEEN HAND-EXCAVATED AND RAKED TO PROVIDE A LEVEL BEDDING SURFACE. ALL SURFACES SHALL BE UNIFORMLY COMPACTED FOR

MAXIMUM SEATING OF EELS IN PLACE.

10. FOR LOCATIONS WHERE EELS WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLET PROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE LOCATIONS, BED THE EELS IN A

JUTE MESH CRADLE PER THE DETAILED DRAWINGS.

11. FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE AREA SHALL BE 10 ACRES.

12. IF MORE THAN ONE EROSION EEL™ IS PLACED IN A ROW, PREPARE JOINTS PER DETAIL E1-B1.

13. EROSION EELS™ SHALL REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION HAS COMPLETELY DEVELOPED OR UNTIL THE STORAGE CAPACITY/FUNCTIONAL LIFE OF THE EEL HAS BEEN EXHAUSTED

(REQUIRING REPLACEMENT WITH NEW EELS).

14. ANCHORING POSTS FOR CHECK DAM APPLICATIONS SHALL HAVE A MINIMUM WEIGHT OF 1.25 LBS/FT STEEL T-POSTS (5 TO 7 FT. LENGTHS) ROLLED FROM HIGH CARBON STEEL. POSTS SHOULD BE HOT-DIP GALVANIZED OR COATED WITH A WEATHER-RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD

BE EQUIPPED WITH A METAL ANCHOR PLATE. INSTALL PER DETAILS ON THIS SHEET.

15. PLACE T-POSTS THROUGH HANDLE OF BAGS. DO NOT DRIVE POSTS THROUGH EROSION EELS™. T-POSTS ARE TO BE EMBEDDED A MINIMUM OF 3 FT. INTO GROUND ON STEEP SLOPES GREATER THAN 25%.

NOTE:

MINIMIZE THE PLACEMENT OF JOINTS AT THE INVERT OF THE MAIN DRAINAGE PATH FROM THE WATERSHED.

POSITION JOINTS UPSLOPE OF THE MAIN INVERT AREA

±54"

INSTALL EROSION EELS™ PARALLEL TO THE

SLOPE CONTOURS. PLACE 100 FT. OF EROSION

EELS™ FOR EVERY 0.25 ACRE DRAINAGE AREA.

DETAIL E1-B:

INTERCEPTING SHEET FLOW PERPENDICULAR TO FLOW PATH

DETAIL E1-B1:

EEL BUTT JOINT

BUTT ENDS OF EEL TOGETHER

AND PRESS TIGHTLY TOGETHER

(PER DETAIL E1-B1 THIS SHEET).

ANCHOR LOOP

(4 PER 10 FT. BAG).

TIE-STRING END OF EEL

SEWN SEAM EDGE

TO FORM BUTT JOINT, PRESS TIED END OF

EEL AGAINST SEWN EDGE OF ADJACENT EEL.

SHEET FLOW

NOTE:

FOR AREAS WITH HIGH CONSTRUCTION TRAFFIC/ACTIVITY, DRIVE METAL POSTS THROUGH EEL

HANDLES BEHIND EELS EVERY 6 FOOT TO PREVENT VEHICLES FROM DRIVING OVER EELS.

PLACE EEL ON GROUND SURFACE THAT HAS

BEEN PREPARED BY REMOVING LARGE

DEBRIS AND RAKING (OR DRAG HARROWING)

SURFACE PRIOR TO EEL PLACEMENT

(SEE DETAIL E1-D)

INSTALL FLOCMAT AT MAIN DISCHARGE

LOCATIONS FOR WATERSHED

(SEE DETAIL E1-G)IF SOIL BENEATH EEL IS SOFT OR LOOSE,

COMPACT SOIL BY HAND TAMPING OR

OTHER APPROVED MEANS.

SHEETFLOW

DETAIL E1-C:

INTERCEPTING SHEET FLOW PERPENDICULAR TO FLOW PATH

DETAIL E1-D:

INSTALLATION OVER RILL/GULLEY AREAS

HAND OR MACHINE-EXCAVATE NEW SLOPE TO JUST

BELOW THE RILL/GULLY DEPTH. RAKE SOIL SURFACE

(BY HAND OR USE OF DRAG HARROW) TO PROVIDE

EVEN AND COMPACTED SURFACE FOR EEL CONTACT.

EXISTING GRADE RILL OR GULLY LOCATION

FLOW

LAY EACH EEL AT JOINT LOCATION

OVER FLOCMAT "CRADLE"

(SEE "FLOCMAT" DETAIL E1-G).

BUTT ENDS OF MAIN LINE EELS

TOGETHER PER DETAIL E1-B1.

DETAIL E1-E:

OVERLAP/JOINT DETAIL NEAR DISCHARGE POINTS FROM WATERSHED

EROSION EEL™EROSION EEL™

TIGHTLY COMPRESS EELS

TOGETHER AT JOINT

FLOW

SLOPE

FLOW

SLOPE

SLOPE

SLOPESL

O

PE

FL

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W

DETAIL E1-F:

TYPICAL ARRANGEMENT OF EELS USED FOR PERIMETER CONTROL

MAIN DRAINAGE/DISCHARGE PATH

FROM WATERSHED.

INSTALL FLOCMAT CRADLE UNDER

EELS AT THESE LOCATIONS.

REFER TO DETAIL E1-B1

FOR EEL BUTT JOINT DETAIL

REFER TO DETAIL E1-B1

FOR EEL BUTT JOINT DETAIL

EROSION EEL™

INSTALL FLOCMAT AT MAIN DISCHARGE

LOCATIONS FOR WATERSHED.

FOLD FLOCMAT ON BOTH

UPPER AND LOWER EDGES.

TUCK FLOCMAT AGAINST BOTH SIDES

OF EEL TO CREATE A "CRADLE"

DETAIL E1-G:

FLOCMAT

3' FLOCMAT

1' (TYP)

EROSION EEL™

DISTURBED AREA

BACK OF CURB

LIP OF GUTTER

2'

DETAIL E1-H:

EROSION EEL™ PLACED AT EDGE OF ROADWAY RIGHT-OF-WAY

+ PLACE STAKES BEHIND EELS @ 24" C/C SPACING. EMBED STAKES MINIMUM 3'

INTO GROUND ON SLOPE APPLICATIONS.

*DUAL STACK REFERS TO TWO EELS STACKED ATOP ONE ANOTHER AND

STABILIZED WITH T-POSTS.

EROSION EEL™

FLOCMAT CRADLE UNDER EROSION EEL™

(SEE DETAIL E1-G).

R.O.W.

DETAIL E1-I: DETAIL E1-J:

EROSION EEL™

FLOCMAT CRADLE UNDER

EROSION EEL™ (SEE DETAIL E1-G).

R.O.W.

DETAIL E1-K:

STABILIZING PROCEDURE FOR EROSION EEL USED OVER HARD SURFACE

STEP 1

STEP 2

EROSION EEL™ NEAR THE INTENDED SETUP LOCATION.

PLACE FLOCMAT UNDER EEL (DETAIL E1-G).

MOVE THE EEL OVER THE FLOCMAT AREA.

PLACE A SECOND EEL ADJACENT TO THE INITIAL EEL LOCATION (DOWNSLOPE)

TO PROVIDE ADDITIONAL WEIGHT AS A BUTTRESS (OPTIONAL).

FLOCMAT

FLOW

BACKUP BUTTRESS EEL

(OPTIONAL)

FLOCMAT

PRIMARY EEL

DETAIL E1-A:

EROSION EELS™

N.T.S.

PLAN

VIEW

±120"

±9.5"Ø

FOR SMALL Ø EEL

NOTE:

ALL EROSION EELS™ USED FOR PERIMETER

CONTROL SHALL USE MIXTURE

SPECIFICATIONS 1.0 AND 1.1

±20"Ø

FOR LARGE Ø EEL

PLAN

VIEW

CROSS-SECTION

VIEW

PLAN

VIEW

N.T.S.

N.T.S.

N.T.S. N.T.S. N.T.S.

PLAN

VIEW

N.T.S.

CROSS-SECTION

VIEW

N.T.S.

PLAN

VIEW

N.T.S.

R.O.W.

CROSS-SECTION

VIEW

N.T.S.

CROSS-SECTION

VIEW

N.T.S.

CROSS-SECTION

VIEW

N.T.S.

CROSS-SECTION

VIEW

N.T.S.

SPACING RECOMMENDATIONS FOR THE EROSION EEL™ FOR

PERIMETER CONTROLS AND INTERCEPTING SHEET FLOW ON SLOPES

SLOPE (%) SINGLE EEL

SPACING (FT)

*STACKED DUAL EEL

SPACING (FT)

0.5

300 N/A 200 N/A

2 160 N/A 3 80 N/A 4 50 N/A 5 40 N/A 6 35 N/A 8 30 N/A

10 25 N/A 15 +17 N/A 20 +25 25 +15 33 +10 50 +6

+12 N/A N/A N/A

EROSION EEL™ GENERAL NOTES

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14" ASH

12" ASH

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LIMITS OF DISTURBANCE

PROPERTY LINE

SIDEWALK CONCRETE

INTERSECTION SIGHT TRIANGLE

PAVEMENT LEGEND

STANDARD - DUTY ASPHALT

2" SURFACE ASPHALT VDOT SM-12.5A

8" AGGREGATE BASE VDOT 21-A

COMPACTED TO A DRY DENSITY OF AT LEAST

100% OF THE STANDARD PROCTOR MAXIMUM

DRY DENSITY.

COMPACTED SUBGRADE

HEAVY - DUTY ASPHALT

2" SURFACE ASPHALT VDOT SM-12.5A

3" INTERMEDIATE ASPHALT VDOT BM-25.0A

8" AGGREGATE BASE VDOT 21-A

COMPACTED TO A DRY DENSITY OF AT LEAST 100% OF

THE STANDARD PROCTOR MAXIMUM DRY DENSITY.

COMPACTED SUBGRADE

VDOT CG-2 CURB

VDOT CG-6 CURB AND GUTTER

VDOT CG-12 DETECTABLE WARNING SURFACE

NOTES

1. ALL PARKING STALLS SHALL BE 9'X18'.

CONCRETE ENTRANCE

PAVED FLUME DETAIL

NOTE:

WIPEDOWN FULL CURB TO BE FLUSH WITH FINISH GRADE.

SEE SHEET CG100.

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PARKING LOT STRIPING DETAILS

ACCESSIBLE PARKING SYMBOL

ACCESSIBLE PARKING STALLS WHEEL STOP

CONSTRUCTION STANDARDS

TYPICAL BOLLARD

DETAIL

ACCESSIBLE PARKING SIGN

ROADWAY PAVEMENT MARKINGS

PAVED FLUME DETAIL

VDOT CG2VDOT CG2

NOTE:

WIPEDOWN FULL CURB TO BE FLUSH WITH FINISH GRADE.

SEE SHEET CG100.