IFB 27011 Drawings Godwin Pilot Part 1.pdf

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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

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ARCHITECTURE ENGINEERING GEOSPATIAL│ │

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COVER SHEET

G-001

N. DUNLEVY

MIJAL / MILLER

K. BARKER

05/29/2026

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VICINITY MAP

LOCATION MAP

PROJECT TEAM PROJECT IMAGE SHEET INDEX

CITY OF SUFFOLK, VA

GODWIN - VIRGINIAN PILOT BUILDING

05/29/2026

BID DOCUMENTS

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-101 FIRST FLOOR PLAN - HAZMAT REMOVAL

H-102 SECOND FLOOR PLAN AND ROOF - 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-501 CEILING AND PARTITION DETAILS

A-502 PLAN DETAILS

A-521 ROOF DETAILS - DEMOLITION & NEW WORK

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-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

PROJECT SITE

PROJECT SITE

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INSTALL ADA CANE APRON ON

STANDING DRINKING FOUNTAIN

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ALL

DISCREPANCIES PRIOR TO STARTING WORK.

2. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING ADJACENT MATERIALS

SO THAT REPAIR IS IMPERCEPTIBLE.

3. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER DISCIPLINE DEMOLITION SCOPE

OF WORK.

4. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS UNOBSTRUCTED, ILLUMINATED AND PROTECTED FROM

CONSTRUCTION ACTIVITIES.

5. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST, DIRT AND DEBRIS CAUSED BY

DEMOLITION OPERATIONS.

6. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE

ON-SITE. TRANSPORT DEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.

7. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND

CONSTRUCTION DOCUMENTS.

8. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL IMMEDIATELY REPORT ANY ERRORS, INCONSISTENCIES OR OMISSIONS TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS AND OTHER INFORMATION BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE CONTRACTING OFFICER OR

OWNER'S REPRESENTATIVE AT ONCE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, GRINDING, SANDING, FILLING, FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE THE PARTS FIT TOGETHER PROPERLY.

10. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER A PORTION OF THE WORK OR FULLY OR PARTIALLY COMPLETED CONSTRUCTION BY CUTTING, PATCHING OR OTHERWISE ALTERING SUCH CONSTRUCTION. THE CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER SUCH CONSTRUCTION BY OTHER CONTRACTORS OR BY THE OWNER'S REPRESENTATIVE OWN FORCES EXCEPT WITH WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND SUCH OTHER CONTRACTORS; SUCH CONSENT SHALL NOT BE UNREASONABLY

WITHHELD.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE THAT OCCURS TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN AS A RESULT OF THE CONTRACTOR'S WORK. IF DAMAGE TO EXISTING MATERIALS, FINISHES, EQUIPMENT, ETC. TO REMAIN DOES OCCUR AS A RESULT OF THE CONTRACTOR'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING AS REQUIRED OR FOR PROVIDING COMPLETE REPLACEMENT AS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE.

12. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK. IF ANY DAMAGE OCCURS TO THE EXISTING BUILDING OR NEW CONSTRUCTION AS A RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIR AND/ OR REPLACEMENT OF DAMAGED AREAS. DAMAGED AREAS SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURE, WINDOWS, FINISHES, EQUIPMENT, AND FURNISHINGS.

13. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING STRUCTURES, UTILITIES, MECHANICAL/

ELECTRICAL/ PLUMBING COMPONENTS, FINISHES, ETC., THAT IS SHOWN ON THE DEMOLITION

AND RENOVATION, ARCHITECTURAL, MECHANICAL, PLUMBING/ FIRE PROTECTION, OR

ELECTRICAL DRAWINGS. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING:

a. WHERE EXISTING WALL MUST BE PATCHED, OR OTHERWISE REFINISHED TO MATCH

EXISTING; PROVIDE NEW FINISHES FOR ENTIRE WALL, OR TO NEAREST WALL BREAK /

CORNER.

b. AT STRUCTURES TO BE REMOVED; INCLUDING CONCRETE MASONRY UNIT PARTITIONS AND

WALLS, METAL STUD PARTITIONS AND WALLS, GYPSUM BOARD AND/ OR PLASTER CEILINGS,

ETC., PARTITIONS AND WALLS SHALL BE SAW CUT WITH SMOOTH AND STRAIGHT EDGES AS

REQUIRED FOR NEW ADJACENT CONSTRUCTION.

14. ALL EQUIPMENT THAT IS TO BE PLACED IN STORAGE OR SALVAGED FOR THE OWNER'S

REPRESENTATIVE SHALL HAVE THE EQUIPMENT NUMBER SHOWN ON THE EQUIPMENT DRAWINGS

NEATLY AND SHALL BE LEGIBLY MARKED ON THE EQUIPMENT WITH PERMANENT BLACK, WIDE TIP

MARKER IN AN OBVIOUS LOCATION. ALL LOOSE EQUIPMENT ACCESSORIES SUCH AS

FASTENERS, FITTINGS, ACCESSORIES, ETC., SHALL BE PLACED IN A CLEAR, HEAVY DUTY PLASTIC

BAG. THE BAG SHALL BE SEALED AND LABELED BY EQUIPMENT NUMBER AND TAPED TO

EQUIPMENT WITH CLEAR, WIDE, HEAVY DUTY TAPE.

15. SAW CUT EXISTING CONCRETE SLAB FOR ALL REQUIRED UTILITY DEMOLITION, MASONRY WALL DEMOLITION, NEW UTILITY INSTALLATION AND NEW CONCRETE BLOCK WALL INSTALLATION, ETC.

ALL CUT CONCRETE SLABS SHALL BE PATCHED AND REPAIRED AS REQUIRED. SEE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING

CONSTRUCTION ELEMENTS AND TRADES AFFECTED.

17. THE CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC., AS REQUIRED TO PERFORM THEIR PORTION OF WORK.

18. AT EXISTING WALLS AND CEILINGS INDICATED TO BE PAINTED (REFER TO ROOM FINISH

SCHEDULE FOR LOCATIONS). THE CONTRACTOR SHALL REMOVE ANY WALL MOUNTED ITEMS

SUCH AS: SIGNS, MARKER BOARDS, TACK BOARDS, TACK STRIPS, SHELVES, PROJECTION

SCREENS, CLOCKS, ESCUTCHEON PLATES, ELECTRICAL COVER PLATES, AND ETC. PRIOR TO

PAINTING. EXISTING EXPOSED PIPING AND CONDUIT TO REMAIN AND SHALL BE PAINTED TO

MATCH ADJACENT WALL OR CEILING. UPON COMPLETION OF FINISH WORK/PAINTING -REINSTALL

ANY REMOVED ITEMS WHICH ARE TO BE PART OF FINISHED WORK. SEE DRAWINGS FOR NEW

WORK.

19. ALL DEMOLISHED ITEMS, UNLESS OTHERWISE NOTED, SHALL BE MOVED TO AN OFF SITE

LOCATION IN A LEGAL MANNER AND PER THE REQUIRED CONTRACTOR’S CONSTRUCTION AND

DEMOLITION WASTE PLAN.

20. SEE MECHANICAL/ ELECTRICAL/ PLUMBING/ FIRE PROTECTION DRAWINGS FOR NEW UTILITY

RUNS REQUIRING NEW OPENINGS IN WALLS, FLOOR SLABS OR CEILINGS.

21. COORDINATE DEMOLITION WORK SCOPE WITH ASSOCIATED DOCUMENTS FOR RENOVATION/ NEW

CONSTRUCTION WORK BY OTHER TRADES TO DETERMINE SIZES AND LOCATIONS OF OPENINGS

IN EXISTING WALLS, FLOORS, CEILINGS, AND PARTITIONS.

22. AT NEW OPENINGS AT EXISTING METAL STUD/GYPSUM BOARD PARTITIONS, FRAME IN A HEADER

AS REQUIRED TO SUPPORT FRAMING ABOVE THE OPENING PER THE METAL STUD

MANUFACTURER'S GUIDELINES.

1. CONSTRUCTION SHALL CONFORM TO ALL GOVERNING CODES, LOCAL CODES, ORDINANCES AND

REQUIREMENTS.

2. ALL CONTRACTORS SUBMITTING BID PROPOSALS FOR THIS PROJECT ARE REQUIRED TO VISIT THE SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND FEASIBILITY OF DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS (CONSTRUCTION DRAWINGS AND SPECIFICATIONS). ANY VARIATION IN SITE CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE'S ATTENTION IN WRITING IMMEDIATELY AND (10) BUSINESS DAYS PRIOR TO BID DATE, THE SUBMISSION OF BID PROPOSAL'S SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTOR HAS VISITED THE SITE, VERIFIED ITS CONDITIONS AND IS PREPARED TO PERFORM WORK AS INTENDED IN THESE DOCUMENTS. NO EXTRA PAYMENT'S SHALL BE ALLOWED DUE TO THE CONTRACTORS CLAIMS FOR EXTRA

WORK REQUIRED BY THEIR FAILURE TO VISIT THE SITE.

3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE BEFORE

CONTINUING WITH THE WORK.

4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL SURROUNDING

CONSTRUCTION ELEMENTS AND TRADES AFFECTED.

5. THE CONTRACTOR IS RESPONSIBLE FOR CREATING ALL OPENINGS, PENETRATIONS, LINTELS, ETC. AS REQUIRED TO PERFORM THEIR PORTION OF WORK. AT FIRE RATED PARTITIONS, CLOSE OPENINGS / PENETRATIONS / ETC. WITH FIRESTOPPING THAT MATCHES OR EXCEEDS THE PARTITION RATING.

6. ALL ITEMS REQUIRING COLOR SELECTION SHALL BE SELECTED BY THE CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE DURING THE SUBMITTAL REVIEW FROM MANUFACTURERS' STANDARD OR FULL RANGE (AS

DIRECTED IN SPECIFICATION) OF COLORS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS AS REQUIRED TO PERFORM THE WORK AS CALLED FOR, SHOWN AND REASONABLY IMPLIED IN THE

CONTRACT DOCUMENTS.

8. ASBESTOS CONTAINING MATERIALS SHALL NOT BE USED ON ANY PROJECT.

9. FINISH AND PAINT WALLS BEFORE INSTALLING CASEWORK, EQUIPMENT, FIXTURES, ELEC. PANELS, BOXES, SURFACE CONDUIT, ETC., IF APPLICABLE.

10. CONTRACTOR TO INSTALL WOOD OR METAL BLOCKING FOR ALL CASEWORK, EQUIPMENT, HANDRAILS, BATH

ACCESSORIES, FIXTURES, ETC. AS RECOMMENDED BY MANUFACTURER, IF NOT OTHERWISE SHOWN HEREIN.

11. ALL WOOD BLOCKING LOCATED OUTSIDE THE BUILDING ENVELOPE, IN EXTERIOR WALLS/ROOFS OR IN

CONTACT W/ CONCRETE OR MASONRY, SHALL BE PRESSURE TREATED LUMBER, AND FASTENED WITH SCREWS. ALL TREATED WOOD BLOCKING SHALL HAVE CORROSION RESISTANT STAINLESS STEEL OR

GALVANIZED FASTENERS.

12. IF DISCREPANCIES BETWEEN PLANS OR SPECIFICATIONS OCCUR THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE TREAT ANYTHING MENTIONED IN THE

SPECIFICATIONS BUT NOT SHOWN ON THE DRAWINGS OR SHOWN ON THE DRAWINGS BUT NOT INCLUDED IN THE SPECIFICATIONS AS IF SHOWN OR MENTIONED IN BOTH. IF DISCREPANCIES BETWEEN THE DRAWINGS

AND SPECIFICATIONS, THE SPECIFICATIONS TAKE PRECEDENCE.

13. FOR INSTALLATION OF ALL WORK WHICH IS DEPENDENT ON CONDITION OF SUBSTRATE, CAREFULLY INSPECT AND VERIFY SUITABILITY OF SUBSTRATE FOR INSTALLATION OF WORK. DO NOT INSTALL WORK OVER UNSUITABLE OR UNACCEPTABLE SUBSTRATES. CORRECT UNACCEPTABLE SUBSTRATES BEFORE INSTALLING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL GRINDING, LEVELING, SANDING, PATCHING, ETC. TO CORRECT ALL SURFACES TO PREPARE FOR NEW FINISHES.

14. MOUNTING HEIGHTS OF ELECTRICAL, PLUMBING, MECHANICAL, AND OTHER DEVICES SHALL COMPLY WITH HEIGHTS INDICATED ON DRAWINGS. NOTIFY CONTRACTING OFFICER OR OWNER'S REPRESENTATIVE IF

CONFLICTS ARE ENCOUNTERED.

15. ALL EXPOSED METAL, METAL DECK, STRUCTURAL, BAR JOISTS, CONDUITS, PIPES, ANGLES, BRACKETS, DUCT, ETC. SHALL NOT BE PAINTED UNLESS NOTED OTHERWISE.

16. ALL EXPOSED CONCRETE FLOORS SHALL BE CLEANED AT THE END OF PROJECT AND HAVE A 2ND COAT OF

SEALER APPLIED.

16. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF DUST AND DEBRIS,THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN

TEMPORARY BARRICADES AS REQUIRED TO PROTECT THE PUBLIC AND OWNERS PERSONNEL DURING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING

STRUCTURE OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

17. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT

CONCLUSION OF WORK.

18. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY VENEER OR FACE OF STUD, OR COLUMN

CENTERLINE UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR FACE OF INTERIOR STUD

UNLESS OTHERWISE NOTED.

19. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE

NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE.

20. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF

IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS SHALL

MATCH THE ADJACENT MATERIALS CONSTRUCTION AND FINISH.

21. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL.

22. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4" FROM THE FACE OF STUD TO FACE OF STUD

OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE.

23. DOOR SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES AND EXACT LOCATIONS TO BE

CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE ORDERING AND BEFORE CONSTRUCTION

BEGINS.

24. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER

APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS.

25. FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE.

26. ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT TREATED IN ACCORDANCE WITH

SPECIFICATIONS. WHERE REQUIRED BY CODE, ALL WOOD BLOCKING IN INTERIOR WALLS TO BE FIRE

RETARDANT TREATED IN ACCORDANCE WITH SPECIFICATIONS.

27. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO

MATCH ARCHITECT'S SAMPLE. COLOR REQUIRES ARCHITECT'S APPROVAL.

28. PROVIDE FIRE EXTINGUISHER COMPLYING WITH NFPA 10, AS INDICATED ON LIFE SAFETY DRAWINGS.

29. MASONRY CONTROL JOINTS ARE SHOWN FOR REFERENCE ONLY, LOCATIONS OF CONTROL JOINTS

SHALL BE PER THE NATIONAL BRICK INDUSTRY ASSOCIATION GUIDELINES.

30. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE

OWNER AND MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR WITH ALL EXISTING UTILITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND

PENETRATIONS.

31. THE SUBCONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK.

SUBCONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES' WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION.

32. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER

TRADES.

ARCHITECTURE ENGINEERING GEOSPATIAL│ │

4433 CORPORATION LANE

SUITE 125

VIRGINIA BEACH, VA 23462

800.414.1045

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PROJECT NO:

DATE ISSUED:

SHEET NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

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GENERAL NOTES

G-002

N. DUNLEVY

MIJAL / MILLER

K. BARKER

05/29/2026

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GENERAL NEW CONSTRUCTION NOTES:

GENERAL DEMOLITION NOTES:

12" = 1'-0" D1

CANE APRON @ HI-LO WATER FOUNTAIN

0 1" 2" 3"

12"=1'-0"

GRAPHIC SCALE

DEFINITIONS:

REROOFING: THE PROCESS OF RECOVERING OR REPLACING AN EXISTING ROOF COVERING. SEE “ROOF RECOVER” AND “ROOF REPLACEMENT.”

ROOF COVERING: THE COVERING APPLIED TO THE ROOF DECK OR SPACED SUPPORTS FOR WEATHER RESISTANCE, ENERGY PERFORMANCE, FIRE CLASSIFICATION, OR APPEARANCE.

ROOF REPLACEMENT: THE PROCESS OF REMOVING THE EXISTING ROOF COVERING, REPAIRING ANY DAMAGED SUBSTRATE AND INSTALLING A NEW ROOF COVERING.

ROOF RECOVER: THE PROCESS OF INSTALLING AN ADDITIONAL ROOF COVERING OVER A PREPARED EXISTING ROOF COVERING WITHOUT REMOVING THE EXISTING ROOF COVERING.

VEBC 2021

601.2.1 LEVEL 1.

LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE, OR THE REMOVAL WITHOUT REPLACEMENT OF MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES. LEVEL 1 ALTERATIONS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 602.

601.4 ENERGY CONSERVATION.

EXCEPT AS MODIFIED BY THIS SECTION, ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM, OR STRUCTURE SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE VIRGINIA ENERGY CONSERVATION CODE (VECC) OR VIRGINIA RESIDENTIAL CODE (VRC) AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING, BUILDING SYSTEM, OR STRUCTURE TO COMPLY WITH THE VECC OR VRC.

601.4.5 ROOF REPLACEMENT.

ROOF REPLACEMENTS SHALL COMPLY WITH SECTION C402.2.1 AND SECTION C402.1.3, C402.1.4, C402.1.5, OR C407 OF THE VECC WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET. FOR PURPOSES OF THIS SECTION, ROOF AREA SHALL MEAN AN AREA OF THE EXISTING ROOF OF THE SAME BUILDING THAT IS BOUNDED BY EXTERIOR WALLS, DIFFERENT ROOF LEVELS, ROOF EDGES OR PERIMETERS, ROOF DIVIDERS, BUILDING EXPANSION JOINTS, OR PARAPETS.

1. THE ROOF REPLACEMENT EXCEEDS 75 PERCENT OR 30,000 SQUARE FEET (2787.1 M2) OF THE ROOF AREA, WHICHEVER IS LESS. PROJECT = TRUE (100 PERCENT)

2. THE ROOF ASSEMBLY IS PART OF THE BUILDING THERMAL ENVELOPE, AS DEFINED BY THE VECC. PROJECT: TRUE

3. THE ROOF ASSEMBLY CONTAINS INSULATION ENTIRELY ABOVE THE ROOF DECK. PROJECT: TRUE

CODE SUMMARY (CONT):

VECC 2021

C402.1.3 ROOF ASSEMBLY R-VALUE. TABLE C402.1.3: R=30 C.I.

THE MINIMUM THERMAL RESISTANCE (R-VALUE) OF THE INSULATING MATERIAL INSTALLED EITHER BETWEEN THE ROOF FRAMING OR CONTINUOUSLY ON THE ROOF ASSEMBLY SHALL BE AS SPECIFIED IN TABLE C402.1.3, BASED ON CONSTRUCTION MATERIALS USED IN THE ROOF

ASSEMBLY.

C402.1.4 ROOF ASSEMBLY U-FACTOR. TABLE C402.1.4: U=0.032

C402.1.4.1.1. TAPERED, ABOVE-DECK INSULATION BASED ON THICKNESS. WHERE USED AS A COMPONENT OF A ROOF/CEILING ASSEMBLY R-VALUE CALCULATION, THE SLOPED ROOF INSULATION R-VALUE CONTRIBUTION TO THAT CALCULATION SHALL USE THE AVERAGE

THICKNESS IN INCHES (MM) ALONG WITH THE MATERIAL R-VALUE-PER-INCH (PER-MM) SOLELY FOR R-VALUE COMPLIANCE AS PRESCRIBED IN SECTION C402.1.3.

PROJECT: WHERE TAPERED INSULATION IS INDICATED THE PROJECT UTILIZES AN AVERAGE THICKNESS OF 2.5" TO 8" (OR GREATER) = 5.25" AVERAGE THICKNESS =

31.525 (R-VALUE) = 0.031721 (U-VALUE). CALCULATION INCLUDES 1/2" COVER BOARD (R-VALUE=0.55).

C402.2.1 ROOF ASSEMBLY. THE MINIMUM THERMAL RESISTANCE (R-VALUE) OF THE INSULATING MATERIAL INSTALLED EITHER BETWEEN THE ROOF FRAMING OR CONTINUOUSLY ON THE ROOF ASSEMBLY SHALL BE AS SPECIFIED IN TABLE C402.1.3, BASE ON THE CONSTRUCTION

MATERIALS USED IN THE ROOF ASSEMBLY.

C402.2.1.1 TAPERED, ABOVE-DECK INSULATION BASED ON THICKNESS. WHERE USED AS A COMPONENT OF A ROOF/CEILING ASSEMBLY R-VALUE CALCULATION, THE SLOPED ROOF INSULATION R-VALUE CONTRIBUTION TO THAT CALCULATION SHALL USE THE AVERAGE THICKNESS IN INCHES (MM) ALONG WITH THE MATERIAL R-VALUE-PER-INCH (PER-MM) SOLELY FOR R-VALUE COMPLIANCE AS PRESCRIBED IN SECTION C402.1.3.

PROJECT: WHERE TAPERED INSULATION IS INDICATED THE PROJECT UTILIZES AN AVERAGE THICKNESS OF 2.5" TO 8" (OR GREATER) = 5.25" AVERAGE THICKNESS =

31.525 (R-VALUE) = 0.031721 (U-VALUE). CALCULATION INCLUDES 1/2" COVER BOARD (R-VALUE=0.55).

C402.2.1.2 MINIMUM THICKNESS, LOWEST POINT.

THE MINIMUM THICKNESS OF ABOVE-DECK ROOF INSULATION AT ITS LOWEST POINT, GUTTER EDGE, ROOF DRAIN OR SCUPPER, SHALL BE NOT LESS THAN 1 INCH (25 MM). PROJECT: MINIMUM GUTTER EDGE = 1"

VEBC 2021

SECTION 602

ALTERATION—LEVEL 1

602.1 SCOPE.

LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION 601.2.1 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.

602.3.2.1 REROOFING.

MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL COMPLY WITH CHAPTER 15 OF THE VCC, EXCEPT AS MODIFIED BY SECTION 302.1 AND THIS SECTION.

EXCEPTIONS:

-ROOF REPLACEMENT OR ROOF RECOVER OF EXISTING LOW-SLOPE ROOF COVERINGS SHALL NOT BE REQUIRED TO MEET THE MINIMUM DESIGN SLOPE REQUIREMENT OF ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE) IN SECTION 1507 OF THE VCC

FOR ROOFS THAT PROVIDE POSITIVE ROOF DRAINAGE.

-RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL NOT BE REQUIRED TO MEET THE REQUIREMENT OF SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS IN SECTION 1502 OF THE VCC FOR ROOFS THAT PROVIDE POSITIVE ROOF DRAINAGE. FOR THE PURPOSES OF THIS EXCEPTION, EXISTING SECONDARY DRAINAGE OR SCUPPER SYSTEMS REQUIRED IN ACCORDANCE WITH THE VCC SHALL NOT BE REMOVED UNLESS THEY ARE REPLACED BY SECONDARY DRAINS OR SCUPPERS DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION

1502 OF THE VCC.

-WHERE THE EXISTING ROOF ASSEMBLY INCLUDES AN ICE BARRIER MEMBRANE THAT IS ADHERED TO THE ROOF DECK, THE EXISTING ICE BARRIER MEMBRANE SHALL BE PERMITTED TO REMAIN IN PLACE AND COVERED WITH AN ADDITIONAL LAYER OF ICE BARRIER MEMBRANE IN

ACCORDANCE WITH SECTION 1507 OF THE VCC.

602.3.2.1.1 ROOF RECOVER PERMITTED.

THE INSTALLATION OF A NEW ROOF COVERING OVER AN EXISTING ROOF COVERING SHALL BE PERMITTED WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR:

WHERE THE NEW ROOF COVERING IS INSTALLED IN ACCORDANCE WITH THE ROOF COVERING MANUFACTURER’S APPROVED INSTRUCTIONS. PROJECT: EXISTING CONDITION PREVIOUSLY HAS A ROOF RECOVER INSTALLED.

602.3.2.1.2 ROOF RECOVER NOT PERMITTED.

A ROOF RECOVER SHALL NOT BE PERMITTED WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR:

WHERE THE EXISTING ROOF OR ROOF COVERING IS WATER SOAKED OR HAS DETERIORATED TO THE POINT THAT THE EXISTING ROOF OR ROOF COVERING IS NOT ADEQUATE AS A BASE FOR ADDITIONAL ROOFING.

WHERE THE EXISTING ROOF HAS TWO OR MORE APPLICATIONS OF ANY TYPE OF ROOF COVERING. PROJECT: NO ROOF RECOVERING TO OCCUR.

602.3.2.1.3 REINSTALLATION OF MATERIALS.

EXISTING VENT FLASHING, METAL EDGINGS, DRAIN OUTLETS, COLLARS, AND METAL COUNTER-FLASHINGS SHALL NOT BE REINSTALLED WHERE RUSTED, DAMAGED, OR DETERIORATED. AGGREGATE SURFACING MATERIALS SHALL NOT BE REINSTALLED. METAL FLASHING TO WHICH

BITUMINOUS MATERIALS ARE TO BE ADHERED SHALL BE PRIMED PRIOR TO INSTALLATION.

AVERAGE R-VALUE TAPERED INSULATION CALCULATIONS

ROOF REPLACEMENT CODE SUMMARY:

Dunlevy Stamp - JAM

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CA001

MAY 8TH, 2026

SITE CONSTRUCTION PLANS

FOR

VA PILOT BUILDING RENOVATION

SUFFOLK, VA

"MISS UTILITY"

DIAL - 811

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL

FOR LOCATION OF UNDERGROUND UTILITIES

OF VIRGINIA

CALL

KIMLEY-HORN AND ASSOCIATES, INC.

4525 MAIN STREET

SUITE 1000

VIRGINIA BEACH, VA 23462

TEL: (757) 213-8600

CONTACT: ROBYN M. NISS, P.E.

UTILITY AND GOVERNING AGENCIES CONTACT LIST

CITY OF SUFFOLK

CAPTIAL PROGRAMS AND BUILDINGS

SUFFOLK, VA 23435

CONTACT: GERRY L. JONES

TEL: (757) 514-4030

CITY OF SUFFOLK

ECONOMIC DEVELOPMENT AUTHORITY

442 W WASHINGTON STREET

SUFFOLK, VA 23434

CONTACT: JANET DAYS

TEL: (757) 514-4040

OWNER/DEVELOPER ENGINEER

SURVEYOR

WATER COMPANY

CITY OF SUFFOLK PUBLIC UTILITIES

1252 HOLLAND RD

SUFFOLK, VA. 23434

(757) 514-7025

SANITARY SEWER COMPANY

CITY OF SUFFOLK PUBLIC UTILITIES

1252 HOLLAND RD

SUFFOLK, VA. 23434

(757) 514-7025

GAS COMPANY

VIRGINIA NATURAL GAS

544 SOUTH INDEPENDENCE BOULEVARD

SUFFOLK, VA. 23452

(757) 616-7529

WASTEWATER TREATMENT

HRSD

1434 AIR RAIL AVENUE

VIRGINIA BEACH, VA. 23455

(757) 460-7099

POWER COMPANY

DOMINION ENERGY

701 EAST CARY STREET

RICHMOND, VA. 23219

(804) 771-4795

DEPARTMENT OF PUBLIC WORKS

ROAD MAINTENANCE DIVISION/TRAFFIC ENGINEERING

442 W WASHINGTON ST, 2ND FLOOR

SUFFOLK, VA 23434

(757) 514-4355

ZONING ADMINISTRATION

442 WEST WASHINGTON ST

SUFFOLK, VA. 23434

(757) 514-4150

BUILDING DIVISION

442 WEST WASHINGTON ST

SUFFOLK, VA. 23434

(757) 514-4150

PUBLIC WORKS ENGINEERING

ERIN ROUNTREE

442 WEST WASHINGTON ST, 2ND FLOOR

SUFFOLK, VA. 23434

(757) 514-7725

WOOLPERT

4433 CORPORATION LANE, SUITE 125

VIRGINIA BEACH, VA 23462

TEL: (800) 414-1045

CONTACT: R. DEAN MINNIX

SITE INFORMATION:

SITE LOCATION: 120 N. SARATOGA STREET, SUFFOLK, VA 23434

TAX MAP NO.: TM 34G18(A)*319 / 350401000, TM 34G18(5)*11 / 353329000, TM 34G18(5)*10 / 353328000, TM

34G18(A)*316 / 353327000, TM 34G18(5)*11A / 353747600, TM 34G18(A)*318*320+

PARCEL ZONING: CENTRAL BUSINESS DISTRICT

OVERLAY DISTRICTS: HISTORIC OVERLAY DISTRICT AND CHESAPEAKE BAY PRESERVATION DISTRICT OVERLAY

MAXIMUM FRONT SETBACK: 20 FEET

SIDE SETBACK: 0

REAR SETBACKS: 0

LANDSCAPE BUFFER: 0

EXISTING USE: 740C - LOCAL GOVERNMENT, 740V - LOCAL GOVERNMENT

PROPOSED USE: 740C - LOCAL GOVERNMENT, 740V - LOCAL GOVERNMENT

UTILITIES: THERE ARE NO UTILITIES PROPOSED WITH THIS PROJECT

PRE-DEVELOPMENT IMPERVIOUS (WITHIN LOD): 28,750 SQ.F.T (0.66 AC) (63% OF SITE AREA)

PROPOSED IMPERVIOUS (WITHIN LOD): 28,314 SQ.F.T (0.65 AC) (63% OF SITE AREA)

% IMPERVIOUS (WITHIN LOD): 86%

TOTAL DISTURBED AREA: 33,106 SQ.F.T (0.76 AC) (73%)

TOTAL SITE AREA: 45,302 SQ.F.T. (1.04 AC)

TOTAL AREA OF PROPOSED BUILDINGS: 0 SQ.F.T. (0%)

PROPOSED BUILDING HEIGHT: 0 F.T.

MAXIMUM BUILDING HEIGHT: N/A

TOTAL FLOOR AREA: 0 F.T.

FLOOR AREA RATIO: N/A

TOTAL AREA WITHIN CRITICAL AREAS: 0.00 AC

INSTRUMENT #: 240001724, 240001725, 230010398

MERIDIAN SOURCE: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE CITY OF SUFFOLK 1997 GEODETIC

GROUND CONTROL NETWORK, VIRGINIA COORDINATE SYSTEM, SOUTH ZONE, NAD83 (1994

HARN).

FEMA FLOOD INFO: THE PROPERTY SHOWN HEREON LIES ENTIRELY WITHIN FLOOD ZONE X (AREAS OUTSIDE

500-YEAR FLOOD) AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)

FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NUMBER 5101560227E REVISED

AUGUST 03, 2015. THE APPROXIMATE LOCATION OF THE FLOOD ZONE LIMITS AS LISTED

HEREON HAVE BEEN DETERMINED BY SCALING THE LOCATION DEPICTED ON THE

AFOREMENTIONED FEMA-NFIP MAP. DUE TO IMPERFECTIONS IN BOTH THE FEMA MAPPING

AND LOCATION METHODOLOGY, THESE LIMITS MAY CONTAIN SIGNIFICANT INACCURACIES.

PARKING:

STANDARD SPACES (9' X 18'): 46 SPACES

ACCESSIBLE SPACES (9' X 18'): 2 SPACES

TOTAL SPACES: 48 SPACES

PLAN STATUS

RELEASED FOR STAKEOUT

KIMLEY-HORN AND ASSOCIATES, INC.

PLAN REVISIONS

SIGNATURE BLOCK FOR CITY USE

VICINITY MAP

SCALE: 1" = 500'

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SOURCE: NEARMAP

SITE LOCATION

Sheet List Table

CITY SITE PLAN #: SPL2025-00027

DIRECTOR OF PLANNING DATE:

AND COMMUNITY DEVELOPMENT

THE SUBJECT PARCEL(S) ARE LOCATED WITHIN THE CHESAPEAKE BAY PRESERVATION AREA OVERLAY DISTRICT AND ARE DESIGNATED AS A RESOURCE MANAGEMENT AREA (RMA) AND INTENSELY DEVELOPED AREA (IDA).

NORTH

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GENERAL SITE NOTES:

EXISTING CONDITION NOTES:

TEMPORARY FACILITIES AND CONTROL NOTES:

SELECTIVE SITE DEMOLITION AND CLEARING NOTES:

CONCRETE NOTES:

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CONCRETE NOTES: (CONTINUED)

OTHER SITE IMPROVEMENT NOTES:

REQUIRED SUBMITTALS:

ASPHALT PAVEMENT NOTES:

” ” ¾”

EROSION AND SEDIMENT CONTROL NOTES:

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EROSION AND SEDIMENT CONTROL NOTES: (CONTINUED)

GRADING AND EARTHMOVING NOTES:

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CITY OF SUFFOLK TRAFFIC ENGINEERING GENERAL NOTES:

MAINTENANCE OF TRAFFIC

CITY OF SUFFOLK PAVEMENT MARKING STANDARDS (WORK IN RIGHT OF WAY ONLY)

UTILITY NOTES:

ADDITIONAL NOTES:

CITY OF SUFFOLK GENERAL NOTES:

CITY OF SUFFOLK GENERAL EROSION AND SEDIMENTATION CONTROL NOTES:

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EASTERLY 118.06' (DEED)

PL15(DEED)

SO

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A

PP

R

O X.

.9

4' (D

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N O

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TH

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.5

0' (D

EE

D

PL17 (DEED)

PL18 (PLAT)

S2 3°

'4

3" W

.5

0' (P

LA

T)

126.2' +/-(PLAT)

S2

3°

'4 3"

W

.0

PL

AT

PL19 (PLAT)

PL20(DEED)

PL22 (PLAT)

PL

(D

EE

D

5.14'(PLAT)

PL23(DEED)

PL

(D

EE

D

WESTWARDLY 83'

(DEED)

PL25(PLAT)

N O

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TH

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LY

D

EE

D

N23°19'43"E 34.22' (PLAT)

S66°21'33"E 189.90' (PLAT)

190.7' BUILDING (PLAT)

.6

(P

LA

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22.9'(PLAT)

PROPERTY LINE PER GIS

TH

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(0

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THE RIGHT TO USE IN

COMMON (WITH OTHERS)

FOR PURPOSES OF INGRESS

AND EGRESSINST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

SAN MANHOLE NOT FOUND

DURING FIELD EFFORTS.

APPROX. LOCATION

SHOWN PER GIS DATA

RECEIVED FROM SUFFOLK

PUBLIC UTILITIES

PL6 (DEED)

PA

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(0

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N67°34'19"W 80.33' (DEED)

N67°19'38"W 102.30' (DEED)

PL26 (DEED)

PL27 (DEED)

.7 ' B

U

IL

D

IN

G (P

LA

T)

PL26 (DEED)

Q

LC

SEE

INSET

THE RIGHT TO USE IN COMMON

(WITH OTHERS) FOR PURPOSES

OF INGRESS AND EGRESS

INST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

C U

T O

FF

QLB

B

A

QLB

QLB

QLB

A = UNIDENTIFIED UTILITY PAINT,

SUSPECTED ABANDONED

TELECOMMUNICATIONS LINE

B = UNIDENTIFIED UTILITY PAINT,

SUSPECTED SANITARY

SEWER LINE

QLB

6" PVC PIPE,

SUSPECTED SCO

SIGN

PL1 (DEED)

ST

M

METALTROUGH

STM #05

CO

NC

CO

NC

STM #06

C O

N C

STM #07

IRON

CONC.

ST

M

CO

NC

ST

M

C O

N C

. W

SLEEVE

ST

M

CO

NC

. O /S

C O

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STM #12

STM #13

C O

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C O

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O

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M . J

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CONC.

DIP

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STM #15

CO

NC

VA

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O

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TI

O

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EP

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F

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O

LP

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D

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O

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CD100

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

IL

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BU

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ED

F

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O

E S

D

ET

AI

LS

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

IL

O

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E

CD501

EROSION & SEDIMENT CONTROL

NARRATIVE:

THE SUBJECT PARCEL(S) ARE LOCATED WITHIN THE CHESAPEAKE BAY

PRESERVATION AREA OVERLAY DISTRICT AND ARE DESIGNATED AS A

RESOURCE MANAGEMENT AREA (RMA) AND INTENSELY DEVELOPED AREA

(IDA).

SEQUENCE OF CONSTRUCTION:

SEQUENCE OF CONSTRUCTION

CLARIFICATION:

14" ASH

12" ASH

" F

LO

W

ER

IN

G

M

ET

AL

P

O

ST

M

UL

CH

M

UL

CH

M

UL

CH

M

UL

CH

NO

RT

H

SA

RA

TO

G A

ST

RE

ET

NO

RT

H

SA

RA

TO

G A

ST

RE

ET

(4 ) F

LE

X

PO

ST

S

5' POST ANDCHAIN FENCE

M

ET

AL

P

O

ST

S

TU

B

30" OAKMETAL LP BASE

6' C

LF

M

ET

AL

H

AN

D

R

AI

L

4' P

O

ST

A

ND

C

HA

IN

FE

NC

E, D

AM

AG

ED

CONC. WHEELSTOP (TYP.)

FO

R

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IN

IA

N

-P

IL

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BU

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IN

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AN

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"NEW JOINT ALLEY"PERPETUAL

INGRESS/EGRESSEASEMENTD.B. 44 PG 96

AP

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THE RIGHT TO USE IN

COMMON (WITH OTHERS)

FOR PURPOSES OF INGRESS

AND EGRESSINST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

PA

RC

EL

(0

7) S

UB

JE

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O A

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SU

FF

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S

TO

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PH

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SEE

INSET

THE RIGHT TO USE IN COMMON

(WITH OTHERS) FOR PURPOSES

OF INGRESS AND EGRESS

INST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

VA

P

IL

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O

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O

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PR

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AR

ED

F

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LP

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SI

TE

P

LA

N

CS100

NORTH

LEGEND

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

IL

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LS

CS500

PARKING LOT STRIPING DETAILS

ACCESSIBLE PARKING SYMBOL

ACCESSIBLE PARKING STALLS

WHEEL STOP

CONSTRUCTION STANDARDS

TYPICAL BOLLARD

DETAIL

ACCESSIBLE PARKING SIGN

IL

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CS502

14" ASH

12" ASH

" F

LO

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IN

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AL

P

O

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M

UL

CH

M

UL

CH

M

UL

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M

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CH

NO

RT

H

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RA

TO

G A

ST

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ET

NO

RT

H

SA

RA

TO

G A

ST

RE

ET

(4 ) F

LE

X

PO

ST

S

5' POST ANDCHAIN FENCE

SAN #01

UPSTREAM

STRUCTURE

NOT FOUND

M

ET

AL

P

O

ST

S

TU

B

30" OAKMETAL LP BASE

6' C

LF

M

ET

AL

H

AN

D

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AI

L

4' P

O

ST

A

ND

C

HA

IN

FE

NC

E, D

AM

AG

ED

CONC. WHEELSTOP (TYP.)

SC

O

SC

O

8" V

CP

, Q

LD

PL

(D

EE

D)

S67°19'38"W 102.30' (PLAT)

(PL16)

PL9 (DEED)

SO

UT

HW

AR

DL

Y

' 6

DE

ED

N O

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TH

W

AR

D

LY

' 6

D

EE

D

PL

(D

EE

D

N68°32'W 48.00' (PLAT)

PL

(D

EE

D)

125.6' BUILDING (PLAT)

PROPERTY LINE PER GIS

.5

(P

LA

T)

PL

(P

LA

T)

PL3 (DEED)

PL4

(PLAT)

N3 1°

'30

"E

2.

DE

ED

NO

RT

HW

AR

DL

Y

(D

EE

D)

SO

UT

HW

AR

DL

Y

(D

EE

D)

N

°0 9'

"E

.5

0' (P

LA

T)

N67°26'12"W 189.90' (PLAT)

N

°0 9'

"E

.9

6' (P

LA

T)

N67°33'45"W 117.54'(DEED)

PL12 (DEED)

N67°33'45"W 131.85' (DEED)

7.30' (PLAT)

S67°34'02"E 80.16' (PLAT)

S2 2°

'0

6" W

0.

DE

ED

WESTWARDLY 110' (DEED)

S67°00'30"E 106.15' (DEED)

EASTWARDLY 110' (DEED)

S67°01'E 107.58' (DEED)

N2 4°

'E

2.

DE

ED

(189.90')

FO

R

M

ER

VI

R

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IN

IA

N

-P

IL

O T

BU

IL

D

IN

G (S

°2

7'

"W

(6 5.

(S

°2 7'

"W

N67°22'12"W 189.58' (PLAT)

S2 3°

'W

8.

D

EE

D

PL

(P

LA

T)

M

ET

AL

H

AN

D

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AI

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N O

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TH

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D

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D

) EASTERLY 222' +/- (DEED)

SO

U

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LY

8' (D

EE

D

PR

O

PE

R

TY

L

IN

ES

AB

AN

D O

N

ED

B Y

D .B

. 4

PG

SE

E

AL

SO

P .B

. 3 P

G

"NEW JOINT ALLEY"PERPETUAL

INGRESS/EGRESSEASEMENTD.B. 44 PG 96

5.40' (PLAT)

AP

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WESTERLY APPROX. 131' (DEED)

PL13 (DEED)

N O

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(D

EE

D

N66°48'28"W 118.22' (PLAT)

S2 3°

'4

3" W

7.

(P

LA

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PL14 (PLAT)

N O

R

TH

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7.

D

EE

D

EASTERLY 118.06' (DEED)

PL15(DEED)

SO

U

TH

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LY

A

PP

R

O X.

.9

4' (D

EE

D

N O

R

TH

ER

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.5

0' (D

EE

D

PL17 (DEED)

PL18 (PLAT)

S2 3°

'4

3" W

.5

0' (P

LA

T)

126.2' +/-(PLAT)

S2

3°

'4 3"

W

.0

PL

AT

PL19 (PLAT)

PL20(DEED)

PL22 (PLAT)

PL

(D

EE

D

5.14'(PLAT)

PL23(DEED)

PL

(D

EE

D

WESTWARDLY 83'

(DEED)

PL25(PLAT)

N O

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TH

ER

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D

EE

D

N23°19'43"E 34.22' (PLAT)

S66°21'33"E 189.90' (PLAT)

190.7' BUILDING (PLAT)

.6

(P

LA

T)

22.9'(PLAT)

PROPERTY LINE PER GIS

TH

E

R

IG

H T

TO

U

SE

P

AR

C

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(0

9)

SU

BJ

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A

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N

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TO

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O

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AS

EM

EN

T

G R

AP

H

IC

AL

LY

THE RIGHT TO USE IN

COMMON (WITH OTHERS)

FOR PURPOSES OF INGRESS

AND EGRESSINST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

SAN MANHOLE NOT FOUND

DURING FIELD EFFORTS.

APPROX. LOCATION

SHOWN PER GIS DATA

RECEIVED FROM SUFFOLK

PUBLIC UTILITIES

PL6 (DEED)

PA

RC

EL

(0

7) S

UB

JE

CT

T

O A

C

IT

Y

O F

SU

FF

O

LK

S

TO

RM

D

RA

IN

AG

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SE

M

EN

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AS

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CR

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IN

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PG

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M

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N67°34'19"W 80.33' (DEED)

N67°19'38"W 102.30' (DEED)

PL26 (DEED)

PL27 (DEED)

.7 ' B

U

IL

D

IN

G (P

LA

T)

PL26 (DEED)

SEE

INSET

THE RIGHT TO USE IN COMMON

(WITH OTHERS) FOR PURPOSES

OF INGRESS AND EGRESS

INST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

QLB

B

B = UNIDENTIFIED UTILITY PAINT,

SUSPECTED SANITARY

SEWER LINE

6" PVC PIPE,

SUSPECTED SCO

PL1 (DEED)

ST

M

METALTROUGH

STM #05

CO

NC

CO

NC

STM #06

C O

N C

STM #07

IRON

CONC.

ST

M

CO

NC

ST

M

C O

N C

. W

SLEEVE

ST

M

CO

NC

. O /S

C O

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STM #12

STM #13

C O

N C

C

O N

C

C O

N C

M

ET

AL

P

LA

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O

VE

R

ST

M . J

U N

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TI

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CONC.

DIP

ST

M

C O

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STM #15

CO

NC

11" ASH

15" ASH

14" ASH

12" ASH

" F

LO

W

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IN

G

M

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AL

P

O

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M

UL

CH

M

UL

CH

M

UL

CH

M

UL

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NO

RT

H

SA

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TO

G A

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RT

H

SA

RA

TO

G A

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RE

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(4 ) F

LE

X

PO

ST

S

5' POST ANDCHAIN FENCE

SAN #01

UPSTREAM

STRUCTURE

NOT FOUND

M

ET

AL

P

O

ST

S

TU

B

30" OAKMETAL LP BASE

6' C

LF

M

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AL

H

AN

D

R

AI

L

4' P

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A

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IN

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AM

AG

ED

CONC. WHEELSTOP (TYP.)

SC

O

SC

O

8" V

CP

, Q

LD

PL

(D

EE

D)

S67°19'38"W 102.30' (PLAT)

(PL16)

PL9 (DEED)

SO

UT

HW

AR

DL

Y

' 6

DE

ED

N O

R

TH

W

AR

D

LY

' 6

D

EE

D

PL

(D

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N68°32'W 48.00' (PLAT)

PL

(D

EE

D)

125.6' BUILDING (PLAT)

PROPERTY LINE PER GIS

.5

(P

LA

T)

PL

(P

LA

T)

PL3 (DEED)

PL4

(PLAT)

N3 1°

'30

"E

2.

DE

ED

NO

RT

HW

AR

DL

Y

(D

EE

D)

SO

UT

HW

AR

DL

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(D

EE

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N

°0 9'

"E

.5

0' (P

LA

T)

N67°26'12"W 189.90' (PLAT)

N

°0 9'

"E

.9

6' (P

LA

T)

N67°33'45"W 117.54'(DEED)

PL12 (DEED)

N67°33'45"W 131.85' (DEED)

7.30' (PLAT)

S67°34'02"E 80.16' (PLAT)

S2 2°

'0

6" W

0.

DE

ED

WESTWARDLY 110' (DEED)

S67°00'30"E 106.15' (DEED)

EASTWARDLY 110' (DEED)

S67°01'E 107.58' (DEED)

N2 4°

'E

2.

DE

ED

(189.90')

FO

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M

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VI

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-P

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(6 5.

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°2 7'

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N67°22'12"W 189.58' (PLAT)

S2 3°

'W

8.

D

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D

PL

(P

LA

T)

M

ET

AL

H

AN

D

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AI

L

N O

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LY

D

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SO

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8' (D

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PR

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AB

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D O

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. 4

PG

SE

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AL

SO

P .B

. 3 P

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"NEW JOINT ALLEY"PERPETUAL

INGRESS/EGRESSEASEMENTD.B. 44 PG 96

5.40' (PLAT)

AP

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L

AG

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EE

M

EN

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TE

D

IN

D

B.

PG

WESTERLY APPROX. 131' (DEED)

PL13 (DEED)

N O

R

TH

ER

LY

(D

EE

D

N66°48'28"W 118.22' (PLAT)

S2 3°

'4

3" W

7.

(P

LA

T)

PL14 (PLAT)

N O

R

TH

ER

LY

7.

D

EE

D

EASTERLY 118.06' (DEED)

PL15(DEED)

SO

U

TH

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A

PP

R

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.9

4' (D

EE

D

N O

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TH

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LY

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0' (D

EE

D

PL17 (DEED)

PL18 (PLAT)

S2 3°

'4

3" W

.5

0' (P

LA

T)

126.2' +/-(PLAT)

S2

3°

'4 3"

W

.0

PL

AT

PL19 (PLAT)

PL20(DEED)

PL22 (PLAT)

PL

(D

EE

D

5.14'(PLAT)

PL23(DEED)

PL

(D

EE

D

WESTWARDLY 83'

(DEED)

PL25(PLAT)

N O

R

TH

ER

LY

D

EE

D

N23°19'43"E 34.22' (PLAT)

S66°21'33"E 189.90' (PLAT)

190.7' BUILDING (PLAT)

.6

(P

LA

T)

22.9'(PLAT)

PROPERTY LINE PER GIS

TH

E

R

IG

H T

TO

U

SE

P

AR

C

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(0

9)

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AP

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LY

THE RIGHT TO USE IN

COMMON (WITH OTHERS)

FOR PURPOSES OF INGRESS

AND EGRESSINST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

SAN MANHOLE NOT FOUND

DURING FIELD EFFORTS.

APPROX. LOCATION

SHOWN PER GIS DATA

RECEIVED FROM SUFFOLK

PUBLIC UTILITIES

PL6 (DEED)

PA

RC

EL

(0

7) S

UB

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CT

T

O A

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IT

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IN

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M

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RA

PH

IC

AL

LY

N67°34'19"W 80.33' (DEED)

N67°19'38"W 102.30' (DEED)

PL26 (DEED)

PL27 (DEED)

.7 ' B

U

IL

D

IN

G (P

LA

T)

PL26 (DEED)

SEE

INSET

THE RIGHT TO USE IN COMMON

(WITH OTHERS) FOR PURPOSES

OF INGRESS AND EGRESS

INST. #000108410

CONDOMINIUM DECLARATION

INST. #070165590

QLB

B

B = UNIDENTIFIED UTILITY PAINT,

SUSPECTED SANITARY

SEWER LINE

6" PVC PIPE,

SUSPECTED SCO

PL1 (DEED)

ST

M

METALTROUGH

STM #05

CO

NC

CO

NC

STM #06

C O

N C

STM #07

IRON

CONC.

ST

M

CO

NC

ST

M

C O

N C

. W

SLEEVE

ST

M

CO

NC

. O /S

C O

N C

STM #12

STM #13

C O

N C

C

O N

C

C O

N C

M

ET

AL

P

LA

TE

O

VE

R

ST

M . J

U N

C

TI

O N

CONC.

DIP

ST

M

C O

N C

STM #15

CO

NC

STM #16

DRAINAGE STRUCTURE INFORMATION

STM #05 SSMH

RIM = 48.53'

INV. IN = 37.97'

INV. OUT = 37.28'

STM #06 DI

RIM = 45.86'

UNABLE TO OPEN

BOTTOM OF

STRUCTURE = 42.13'

STM #07 CDI

RIM = 47.42'

INV. IN = 45.42'

FROM ROOF DRAIN

INV. OUT = 44.58'

STM #08 VDOT DI-1

RIM = 45.78'

INV. IN = 43.20'

INV. OUT = 43.20'

STM #09 VDOT MH-1

RIM = 45.72'

INV. IN (NE) = 43.11'

INV. IN (S) = 40.43'

INV. OUT (NW) = 40.42'

STM #10 CDI

RIM = 44.19'

INV. OUT = 39.47'

INV. IN = 39.47'

STM #11 SSMH

RIM = 44.88'

INV. IN (NE) = 37.18'

INV. IN (SE) = 37.26'

INV. OUT (NW) = 37.18'

STM #12 SSMH

RIM = 44.82'

INV. IN (SE) = 36.19'

INV. IN (SW) = 36.57'

INV. OUT (NW) = 36.16'

STM #13 SSMH

RIM = 43.90'

INV. IN (E) = 38.55'

INV. IN (SE) = 35.80'

INV. OUT (N) = 35.78'

STM #14 METAL PLATE

RIM = 47.51'

INV. IN = 45.96'

FROM ROOF DRAIN

INV. OUT = 45.23'

DI

RIM = 46.63'

INV. OUT = 43.58'

ASSUMED BLIND

CONNECTION, APPROX.

DIRECTION OF PIPE

SHOWN

STM #15

PROPOSED VDOT DI-3A

RIM = 44.81'

INV. OUT = 39.50'

STM #16

VA

P

IL

O

T

BU

IL

D

IN

G

R

EN

O

VA

TI

O

N

PR

EP

AR

ED

F

O R

W O

O

LP

ER

T

G R

AD

IN

G P

LA

N

CG100

PROPOSED MAJOR CONTOUR

PROPOSED SPOT ELEVATION

DRAINAGE STRUCTURE LABEL

PROPOSED MINOR CONTOUR

NOTES:

1. STRUCTURES NOTED AS "PRD" ARE SHOWN PER CONTRACTOR

RECORD DRAWINGS FOR DOWNTOWN SUFFOLK DRAINAGE

IMPROVEMENTS (UPC107259). CONTRACTOR TO FIELD VERIFY

ALL STRUCTURES AND NOTIFY ENGINEER OF ANY

DISCREPANCIES PRIOR TO CONSTRUCTION.

LEGEND

LIMITS OF DISTURBANCE

PROPERTY LINE

FENCE

STORM SEWER INLET

GRASSED SWALE

14" ASH

12" ASH

" F

LO

W

ER

IN

G

ELECTRIC VAULT

ELECTRIC BOX

ELECTRIC BOX

BACKUP GENERATOR

ON PLASTIC PAD

M

ET

AL

P

O

ST

M

UL

CH

M

UL

CH

M

UL

CH

M

UL

CH

NO

RT

H

SA

RA

TO

G A

ST

RE

ET

NO

RT

H

SA

RA

TO

G A

ST

RE

ET

(4 ) F

LE

X

PO

ST

S

5' POST ANDCHAIN FENCE

SAN #01

UPSTREAM

STRUCTURE

NOT FOUND

M

ET

AL

P

O

ST

S

TU

B

30" OAKMETAL LP BASE

UC CONDUITS ENTERING GROUND (2)

LP #5

TPED #R/139

TPED NO #

TP

ED

R

/1

QLC

QLC

Q

LC

QLC

Q

LC

Q

LC

QLCQ

LC

QLC

QLC

Q

LC

Q

LC

Q

LC

Q

LC

Q

LC

QLC

Q

LD

Q

LD

Q

LD

Q

LD

Q

LD

Q

LD

QLD

Q

LD

Q

LD

Q

LD

Q

LD

Q

LD

Q

LC

QLC

Q

LC

Q

LD

QLD

QLC

Q

LD

Q

LD

6' C

LF

M

ET

AL

H

AN

D

R

AI

L

4' P

O

ST

A

ND

C

HA

IN

FE

NC

E, D

AM

AG

ED

CONC. WHEELSTOP (TYP.)

SC

O

SC

O

LP #XA63

LP #XA71

LP #XO69

METERS, (5)

METERS, (3)

Q

LC

Q

LC

QLD

Q

LC

Q

LC

Q

LC

Q

LC

Q

LC

QLC

Q

LC

Q

LC

QLC

Q

LC

QLC

QLC

QLC

Q

LC

Q

LC

QLC

QLC

QLC

QLC

QLC

Q

LC

QLC

QLC

Q

LC

Q

LC

Q

LC

QL

C

QLC

QL

C

Q

LC

QLC

QLC

QLC

Q

LC

QLC

QLC

QLCQLC

Q

LC

QLC

QLC

8" V

CP

, Q

LD

TPED NO #

Q

LD

QLD

Q

LD

QLC

Q

LD

Q

LD

Q

LD

Q

LD

QLD

Q

LD

QLD

QLD

Q

LD

Q

LD

Q

LD

Q

LDQ

LD

QLD

QL

C

QL

C

PL

(D

EE

D)

S67°19'38"W 102.30' (PLAT)

(PL16)

PL9 (DEED)

SO

UT

HW

AR

DL

Y

' 6

DE

ED

N O

R

TH

W

AR

D

LY

' 6

D

EE

D

PL

(D

EE

D

N68°32'W 48.00' (PLAT)

PL

(D

EE

D)

125.6' BUILDING (PLAT)

PROPERTY LINE PER GIS

.5

(P

LA

T)

PL

(P

LA

T)

PL3 (DEED)

PL4

(PLAT)

N3 1°

'30

"E

2.

DE

ED

NO

RT

HW

AR

DL

Y

(D

EE

D)

SO

UT

HW

AR

DL

Y