VICINITY MAP

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SITE MAP

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SITE SITE

VCCS - PAUL D. CAMP COMMUNITY COLLEGE - FRANKLIN CAMPUS

PLAN NORTH PLAN NORTH

REPAIR DRAINAGE SYSTEM

100 N. COLLEGE DRIVE, FRANKLIN, VA 23851

SHEET WHERE DETAIL IS CUT

SHEET WHERE DETAIL IS FOUND

SECTION NUMBER

SHEET WHERE SECTION IS FOUND

SHEET WHERE SECTION IS CUT

SHEET WHERE ELEVATION IS FOUND

ELEVATION NUMBER

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DETAIL NUMBER

DETAIL NUMBER

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ADDITIONAL SHEETS REFERENCES

SYMBOLS

LIST OF DRAWINGS

SHEET

NUMBER SHEET TITLE

G101 TITLE SHEET

G102 GENERAL NOTES

G103 GENERAL NOTES

C101 SITE PLAN

C102 COURTYARD SITE PLAN

C103 ROADWAY/PARKING PLAN

A101 REPAIR PLAN

A102 REPAIR DETAILS

A103 WORKFORCE SLAB PLAN AND

DETAILS

A104 INLET REPAIRS

ABBREVIATIONS

SYMBOL DESCRIPTION

Ø DIAMETER

BLDG. BUILDING

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

℄ CENTERLINE

E.J. EXPANSION JOINT

FRT FIRE RESISTANT TREATED

FT FEET

GA. GAUGE

MAX. MAXIMUM

MIN. MINIMUM

NIS NOT IN SCOPE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

SIM. SIMILAR

SP SOUTHERN PINE

S.S. STAINLESS STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

PROJECT NOTES

SCOPE OF WORK NARRATIVE - FRANKLIN MAIN BUILDING:

PROJECT INTENT IS TO STOP LEAKAGE INTO A PARTIALLY BELOW GRADE CLASSROOM. WORK IS TO BE PERFORMED WITHIN THE EXTERIOR COURTYARD, OUTSIDE OF THE CLASSROOM. SCOPE OF WORK WILL INCLUDE EXCAVATION AT AREAS ALONG THE COURTYARD WALLS, INSTALLING BELOW GRADE WATER PROOFING, ADDING FRENCH DRAINS AND REGRADING THE COURTYARD TO

SL0PE TOWARDS AN EXISTING DRAIN INLET.

SCOPE OF WORK NARRATIVE - FRANKLIN WORK FORCE BUILDING:

PROJECT INTENT IS TO DIRECT WATER AWAY FROM AN ENTRANCE DOOR THAT HAS BEEN ALLOWING WATER INFILTRATION AT ITS BASE. WORK WILL INCLUDE THE REMOVAL OF THE EXISTING CONCRETE ENTRANCE SLAB, REGRADING, INSTALLING A NEW SLAB

WITH A TRENCH DRAIN AT THE DOOR THAT WILL DIRECT WATER AWAY FROM THE BUILDING.

PROJECT IDENTIFICATION

AGENCY: VIRGINIA COMMUNITY COLLEGE SYSTEM

INSTITUTION: PAUL D. CAMP COMMUNITY COLLEGE - FRANKLIN CAMPUS

PROJECT CODE: 260-B6260-019/M24PC226

ORIGINAL CONSTRUCTION:

YEAR OF ORIGINAL CONSTRUCTION: THE BUILDING WAS ORIGINALLY CONSTRUCTED IN ≈ 1971

ORIGINAL CONSTRUCTION TYPE: 2C

REPAIR CONSTRUCTION:

BUILDING CODE: 2021 VIRGINIA UNIFORM STATE BUILDING CODE (VUSBC)

PART I VUSCB - 2021 VIRGINIA CONSTRUCTION CODE (VCC)

PART II VUSBC - 2021 VIRGINIA EXISTING BUILDING CODES (VEBC)

BUILDING TYPE: MIXED USE, NON-SEPARATED USE GROUPS

A-3, ASSEMBLY

B, BUSINESS

E, EDUCATION

CONSTRUCTION TYPE: UNCHANGED

REFERENCES: 2025, REV 0, DGS DEB CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (VA

CPSM)

ASBESTOS DISCLOSURE STATEMENT:

ADMINISTRATION BUILDING: ASBESTOS TESTING WAS PERFORMED

AND ACM WAS NOT FOUND IN ANY MATERIALS TESTED. THE

ASBESTOS ANALYSIS REPORT IS INCLUDED AS AN APPENDIX TO THE

PROJECT MANUAL.

WORKFORCE BUILDING: DUE TO THE BUILDING BEING

CONSTRUCTED AFTER JANUARY 1, 1985, AN ASBESTOS INSPECTION

IS NOT REQUIRED.

LEAD MATERIALS DISCLOSURE:

ADMINISTRATION BUILDING: WORK TO BE PERFORMED IN AREAS

WHERE LEAD CONTAINING OR COATED BUILDING COMPONETS

SHOULD NOT BE PRESENT. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL

SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO

EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED

BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT

POSSIBLE.

WORKFORCE BUILDING: DUE TO THE BUILDING BEING

CONSTRUCTED AFTER JANUARY 1, 1985, AN INSPECTION TO

IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS IS

NOT REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH

(VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES

TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS

SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

NEW WORK ASBESTOS STATEMENT:

NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS

PROJECT.

DIG NOTICE:

CONTACT VIRGINIA 811 AT 811, 1-800-552-7001, OR

HTTPS://WWW.VA811.COM NO LESS THAN 72 HOURS PRIOR TO

EXCAVATION AND DO NOT DISTURB THE SOIL UNIT DIG TICKET HAS BEEN

PROCESSED.

PROJECT CODE: 260-B6260-019/M24PC226

SCOPE OF WORK NARRATIVE - FRANKLIN ROADWAY/PARKING AREA REPAIRS:

PROJECT INTENT IS TO REPAIR EXISTING SINK HOLES FORMING AT THE ROADWAY AND PARKING AREA GUTTER INLETS.

ACCESSIBILITY REQUIREMENTS:

ADA90-TITLE II IS THE COMPLIANCE PATH FOR STATE-OWNED

BUILDINGS AND STRUCTURES FOR DESIGNS BASED ON 2021 VCC

AND 2021 VEBC. APPLICABLE STANDARDS FOR ADA90-TITLE II

COMPLIANCE ARE AS FOLLOWS:

THE PRESCRIBED ACCESSIBILITY STANDARDS FOR THE TECHNICAL

DESIGN ARE CHAPTERS 1 AND 3 THRU 11 OF STANDARDS FOR

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC

A117.1-2017) APPROVED MARCH 28, 2017.

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OWNER INFORMATION:

VCCS PROJECT MANAGER: MIKE WAGNER, VCCO

CAPITAL OUTLAY PROGRAM MANAGER

AutoCAD SHX Text Lic. No. 28879

AutoCAD SHX Text

J. ERIC PETERSON

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GENERAL NOTES GENERAL NOTES GENERAL NOTES

1. THE CONTRACTOR SHALL BE PROPERLY LICENSED TO DO BUSINESS IN THE COMMONWEALTH OF VIRGINIA AND BE IN POSSESSION OF THE VALID CONTRACTING LICENSE PRIOR TO COMMENCEMENT OF THIS PROJECT.

2. THE CONTRACTOR SHALL COORDINATE HIS EFFORTS IN THE PERFORMANCE OF THIS CONTRACT WITH THE ENGINEER AND THE

OWNER.

3. THE BUILDING WILL BE OCCUPIED AND WILL REMAIN IN SERVICE DURING THE ENTIRE CONSTRUCTION PERIOD. THE WORK IS TO BE PERFORMED SO AS TO MINIMIZE THE IMPACT ON THE OPERATIONS OF THE BUILDING OCCUPANTS AND THEIR ACCESS TO THE BUILDING. THE ENTRANCES MUST REMAIN OPEN TO THE PUBLIC AT ALL TIMES. SAFE EGRESS INTO AND OUT OF THE BUILDING SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE CONSTRUCTION. OPERATIONS, INCLUDING DEMOLITION, SHALL BE CONDUCTED IN A MANNER TO MINIMIZE INTERFERENCE WITH ADJACENT AND OCCUPIED BUILDING AREAS. MEANS OF EGRESS SHALL BE MAINTAINED FREE OF CONSTRUCTION DEBRIS, EQUIPMENT AND PERSONNEL AT ALL TIMES DURING BUILDING

OCCUPANCY. MODIFICATIONS TO THE MEANS OF EGRESS REQUIRE REVIEW AND APPROVAL.

4. CONSTRUCTION OPERATIONS: LIMITED TO AREAS SHOWN ON DRAWINGS. STAGING AREAS, DUMPSTER LOCATIONS, ACCESS

ARE LIMITED AND WILL BE SELECTED DURING THE PRE-CONSTRUCTION SITE MEETING.

5. THE CONTRACTOR SHALL SCHEDULE WORK TO AVOID INTERFERENCE WITH NORMAL OPERATIONS OF OCCUPIED AREAS.

SUBMIT SCHEDULE AND SUMMARY OF APPLICABLE WORK WITHIN OCCUPIED AREAS AND OBTAIN THE OWNER'S APPROVAL NOT

LESS THAN SEVEN DAYS PRIOR TO COMMENCEMENT OF SUCH WORK.

6. THE ALLOWABLE WORK HOURS ARE AT THE SOLE DISCRETION OF THE OWNER AND MAY BE CHANGED AT ANY TIME.

7. ALL DETAIL CALL-OUTS ARE TO BE CONSIDERED TYPICAL FOR AREAS OF SIMILAR CONSTRUCTION AND REPRESENT WORK TO

BE PERFORMED AT SIMILAR LOCATIONS, UNLESS OTHERWISE NOTED.

8. ALL DETAILS ARE GENERIC AND MAY VARY BASED ON SPECIFIC MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND INSTALLATION INSTRUCTIONS. IN CASE(S) OF DISCREPANCY BETWEEN DETAILS HEREIN AND MANUFACTURER'S WRITTEN REQUIREMENTS, THE MOST STRINGENT STANDARD SHALL PREVAIL. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY

OF SUCH CONFLICT BEFORE PROCEEDING WITH THE WORK.

9. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING STRUCTURE AND OCCUPANTS IN ACCORDANCE WITH OSHA AND ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS AND AS REQUIRED BY THE CONTRACT DOCUMENTS. BRING ALL CONFLICTS TO THE ATTENTION OF THE OWNER AND ENGINEER. SITE PROTECTION AND WORK AREA SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL OSHA REQUIRED FALL PROTECTION AND OVERHEAD

PROTECTION REQUIRED BY SITE AND WORK CONDITIONS.

10. ANY REQUIRED PROTECTION FOR PEDESTRIANS TO BE INSTALLED BEFORE WORK BEGINS. PEDESTRIANS SHALL BE PROTECTED DURING ENTIRE PROJECT. CONTRACTOR SHALL PROVIDE DESIGN FOR PEDESTRIAN SITE PROTECTION IN ACCORDANCE WITH THE DESIGN REQUIREMENTS OF VCC 3306, PROTECTION OF PEDESTRIANS. PROTECTION SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF VIRGINIA. CONTRACTOR SHALL SUBMIT PROTECTION DESIGN TO ENGINEER FOR REVIEW AND APPROVAL. SIGNS SHALL BE PROVIDED ABOUT WORK. CRANE AND SAFETY SCHEDULE TO BE

SUBMITTED FOR APPROVAL.

11. THE CONTRACTOR SHALL COMPLETE THE WORK REQUIRED UNDER THIS CONTRACT IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES, FEDERAL AND JURISDICTIONAL SAFETY REQUIREMENTS AND ALL OTHER JURISDICTIONAL CODES PERTAINING

TO THIS PROJECT.

12. ALL INTERIOR ACCESS REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE OWNER.

13. CONTRACTOR SHALL MAINTAIN A SAFE, PROFESSIONAL, ALCOHOL FREE, DRUG FREE, AND CLEAN SITE WHILE WORKING ON THE

PROJECT.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND RESTORATION AT THE END OF THE PROJECT OF ALL LANDSCAPING, TURFS, HARDSCAPES, ROADWAYS, AND CURBS AFFECTED BY THE WORK. THESE SHALL BE RESTORED TO

ORIGINAL CONDITION AT THE END OF THE PROJECT.

15. THE BUILDING SHALL BE KEPT WATERTIGHT AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION OR CONTRACTOR'S FAILURE TO

PROTECT OPEN WORK.

16. CONSTRUCTION DEBRIS AND TRASH IS TO BE REMOVED AND THE SITE IS TO BE CLEANED DAILY.

17. EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED INSIDE CONTRACTOR'S STAGING AREA AND SHALL NOT

ENCUMBER THE PUBLIC, OR THE PROPERTY FOR THE DURATION OF THE PROJECT.

18. PROTECT ALL EXISTING MATERIALS AND SURFACES WHICH ARE NOT TO BE DEMOLISHED AS PART OF THE WORK. REPAIR ALL

DAMAGES CAUSED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

19. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS AND LOCATIONS IN THE FIELD.

CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN THE INFORMATION ON THESE DRAWINGS AND THE CONDITIONS IN THE FIELD TO THE ENGINEER OF RECORD. PRIOR TO PROCEEDING WITH THE WORK.

20. CONTRACTOR TO ENSURE COMPATIBILITY OF ALL MATERIALS. CONTRACTOR IS TO PROCEED ONLY AFTER GIVEN SUBMITTAL

APPROVAL, NOT BEFORE.

21. THE MANUFACTURER'S PRINTED INSTRUCTIONS AND REQUIREMENTS SHALL BE FOLLOWED IN CONJUNCTION WITH THESE PROJECT DRAWINGS AND DETAILS. OBTAIN AND MAINTAIN ONE SET OF COMPLETE INSTRUCTIONS AT THE JOBSITE DURING INSTALLATION AND UNTIL COMPLETION AND ACCEPTANCE OF THE WORK. HANDLE, INSTALL, CLEAN, CONDITION, AND ADJUST MATERIAL IN THE FOLLOWING DETAILS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. DO NOT OMIT ANY PREPARATORY STEP OR INSTALLATION PROCEDURE UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY THE ENGINEER. IN THE EVENT THAT JOB CONDITIONS OR SPECIFIED REQUIREMENTS CONFLICT WITH THE MANUFACTURER'S INSTRUCTIONS, CONSULT WITH THE ENGINEER BEFORE PROCEEDING WITH THE WORK. DO NOT PROCEED WITH THE INSTALLATION UNTIL ALL

CONFLICTS HAVE BEEN RESOLVED, OR WITHOUT CLEAR INSTRUCTIONS.

22. CONTRACTOR IS FULLY RESPONSIBLE FOR MEANS AND METHODS AND SHALL MAINTAIN THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. CONTRACTOR SHALL PROVIDE SHORING OR BRACING IF REQUIRED TO SUPPORT ANY EXISTING MATERIALS WHILE WORK IS TAKING PLACE. NO PORTIONS OF THE EXISTING BUILDING SHALL BE PERMITTED TO DISPLACE OR FALL NOR SHALL DEBRIS BE DROPPED EXCEPT BY METHODS THAT INSURE

THE INTEGRITY OF THE STRUCTURE AND THE SAFETY OF BUILDINGS AND PEDESTRIANS.

23. STORE MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND KEEP ALL SEALS AND LABELS INTACT AND LEGIBLE. STORE PRODUCTS WHICH ARE SUBJECT TO DAMAGE BY THE ELEMENTS IN WEATHER-TIGHT ENCLOSURES. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN THE RANGE REQUIRED BY THE MANUFACTURER'S

INSTRUCTIONS. ARRANGE STORAGE IN A MANNER TO FURNISH EASY ACCESS FOR INSPECTION.

24. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING MATERIALS, THE CONTRACTOR SHALL PERFORM A SMOOTH AND EVEN

TRANSITION.

25. CONTRACTOR IS RESPONSIBLE FOR ALL FUME AND DUST CONTROL MEASURES NECESSARY TO PREVENT THE MIGRATION OF DUST OR FUMES INTO THE MECHANICAL SYSTEMS OR INTO THE OCCUPIED AREAS OF THE BUILDING.

26. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN CAPACITY FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS, AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. WOOD PRODUCTS USED FOR TEMPORARY MATERIALS IN PROXIMITY TO STRUCTURE SHALL BE FIRE RETARDANT MATERIALS.

27. ALL PERSONNEL SHALL BE IDENTIFIED WITH VISIBLE COMPANY IDENTIFICATION ON OUTER GARMENTS.

28. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN OUTLINING PROCEDURES AND CONTACTS FOR EMERGENCIES DURING THE

COURSE OF CONSTRUCTION.

29. CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS MAY NOT PHOTOGRAPH ANY PERSON ON THE PROPERTY UNLESS SPECIFIC PERMISSION IS OBTAINED IN ADVANCE. NO FRATERNIZING WITH STUDENTS IS PERMITTED.

30. THE CONTRACTOR SHALL FURNISH SIGNS, PROTECTION, BARRICADES, LIGHTS, AND WARNING DEVICES TO CONTROL THE ORDERLY FLOW OF TRAFFIC AND PREVENT PEDESTRIANS FROM ENTERING AREAS OF THE CONTRACTOR'S OPERATIONS.

WHERE POSSIBLE, HOSES, CONDUITS, ELECTRICAL CORDS, ETC., SHALL BE LOCATED OVERHEAD. WHENEVER SUCH ITEMS ARE LOCATED IN TRAFFIC PATHS, PREMANUFACTURED COVERINGS WITH ADEQUATE SIGNS SHALL BE FURNISHED. THE CONTRACTOR SHALL MOVE THESE SIGNS, BARRICADES, LIGHTS, AND WARNING DEVICES AS NECESSARY AS THE LOCATION OF

HIS WORK CHANGES.

31. THE EXISTING ELECTRICAL SERVICE WILL REMAIN ACTIVE. THE OWNER WILL FURNISH THE CONTRACTOR WITH ELECTRICITY

FOR CONSTRUCTION USE.

32. THE OWNER WILL FURNISH THE CONTRACTOR WITH EXISTING SOURCE(S) OF WATER FOR CONSTRUCTION USE AS AVAILABLE.

33. THE CONTRACTOR SHALL FURNISH AND MAINTAIN TEMPORARY SANITARY FACILITIES AND ENCLOSURES, I.E. PORTA-JOHNS.

34. FURNISH SECURITY AND FACILITIES TO PROTECT WORK AND EXISTING PREMISES FROM UNAUTHORIZED ENTRY, VANDALISM, AND THEFT. CONDUCT OPERATIONS IN A MANNER TO AVOID RISK OF LOSS, THEFT, OR DAMAGE BY VANDALISM.

35. IF ANY WORK WILL BE EXCESSIVELY LOUD, NOTIFY THE OWNER THREE (3) DAYS IN ADVANCE .

36. MAINTAIN SITE IN A CLEAN AND ORDERLY MANNER. FURNISH ROUTINE REMOVAL OF TRASH AND CONSTRUCTION DEBRIS.

FURNISH APPROPRIATE WASTE RECEPTACLES AND CONTAINERS ON SITE. THE CONTRACTOR SHALL REMOVE FROM UNIVERSITY PROPERTY ALL DEBRIS RESULTING FROM DEMOLITION AND OBTAIN WRITTEN PERMITS AND RELEASES FROM LOCATION WHERE THE MATERIALS WILL BE DEPOSITED. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR'S

OPTION.

37. THE CONTRACTOR SHALL LEAVE NO DEBRIS, TOOLS, OR MATERIALS OUTSIDE THE DESIGNATED MARKED OFF CONSTRUCTION

AREA AT ANY TIME.

38. FIRE PROTECTION - FURNISH AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHERS OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. FURNISH TYPES, SIZES, NUMBERS AND LOCATIONS AS WOULD BE REASONABLY EFFECTIVE IN EXTINGUISHING FIRES DURING EARLY STAGES, BY PERSONNEL AT PROJECT SITE. FURNISH TYPE A EXTINGUISHER AT LOCATIONS OF LOW POTENTIAL FOR EITHER ELECTRICAL OR GREASE-OIL FLAMMABLE LIQUID FIRES; FURNISH TYPE ABC DRY CHEMICAL EXTINGUISHER AT OTHER LOCATIONS; COMPLY WITH RECOMMENDATIONS OF NFPA NO. 10. POST LOCAL FIRE DEPARTMENT CALL NUMBER ON EACH TELEPHONE INSTRUMENT AT

PROJECT SITE.

39. STORE AND DISPENSE GASOLINE AND OTHER FLAMMABLE LIQUIDS FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. STORAGE SHALL NOT BE WITHIN BUILDING. OPEN FIRES

WILL NOT BE PERMITTED IN OR ABOUT THE PREMISES.

40. CONTRACTOR IS TO TAKE PICTURES AND/OR VIDEO OF SITE CONDITIONS PRIOR TO CONSTRUCTION COMMENCEMENT. THIS PRECONSTRUCTION WALK-THROUGH SHALL BE COORDINATED WITH AND ATTENDED BY THE OWNER INSPECTOR. ANY DAMAGE NOT NOTED PRIOR TO CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR PRIOR TO PROJECT CLOSEOUT AND

AT NO ADDITIONAL COST TO THE OWNER.

PRODUCTS

SEALANT:

1. LOW MODULUS, SINGLE-COMPONENT, NEUTRAL-CURING ELASTOMERIC SILICONE SEALANT THAT IS CAPABLE OF MAINTAINING A CONTINUOUS WATERTIGHT AND AIRTIGHT SEAL AT JOINTS IN CONCRETE, ANODIZED ALUMINUM, AND A COMBINATION OF THESE MATERIALS. THE PRODUCT SHALL COMPLY WITH

ASTM C920 AND THE FOLLOWING REQUIREMENTS:

a. TYPE AND GRADE: S (SINGLE-COMPONENT) AND NS (NON-SAG)

b. CLASS: 100/50

c. USE RELATED TO EXPOSURE: NT (NONTRAFFIC)

d. NON-STAINING TO POROUS SUBSTRATES PER ASTM C 1248

e. COLOR IS TO MATCH SURROUNDING EXISTING BUILDING SEALANTS

f. PRODUCTS: LISTED BELOW OR SIMILAR f.a. TREMCO; SPECTREM 1 f.b. DOW CORNING; 790 f.c. PECORA; 890 NST

2. PROVIDE CLOSED-CELL BACKER-ROD APPROXIMATELY 25% LARGER THAN THE JOINT OR AS RECOMMENDED BY THE JOINT

SEALANT MANUFACTURER.

EXCAVATION

1. TOP SOIL

a. ASTM D 5268, PH RANGE OF 5.5 TO 7, A MINIMUM OF 4 PERCENT ORGANIC MATERIAL CONTENT; LESS THAN 3 PERCENT STONES 3/4-INCH OR LARGER IN ANY DIMENSION AND ROOTS, PLANTS, SOD, CLAY LUMPS, AND OTHER EXTRANEOUS

MATERIALS HARMFUL TO PLANT GROWTH.

b. TOPSOIL SHALL BE FREE OF ALL DELETERIOUS MATERIAL THAT MAY ADVERSELY AFFECT THE USE OF THE PLANTED SURFACE INCLUDING ANY METAL, WOOD, PLASTIC, GLASS OR OTHER MANMADE MATERIALS NOT INTENDED SPECIFICALLY

AS A SOIL SUPPLEMENT.

c. TOPSOIL SHALL BE FREE OF OBNOXIOUS WEEDS AND INVASIVE PLANTS OR OTHER UNDESIRABLE ORGANISMS AND DISEASE-CAUSING PLANT PATHOGENS. TOPSOIL SHALL BE FREE OF CHEMICALS AND PESTICIDES, FARM CROP SEEDS, WITH

DOCUMENTATION ON TOPSOIL ORIGIN AND SOIL TESTING.

d. TOPSOIL PARTICLE SIZES SHALL FALL IN THE FOLLOWING RANGES AS PERCENTAGES BY MASS BOTH SEPARATELY AND IN

COMBINATION:

2. CLAY: 35 PERCENT TO 60 PERCENT

3. SILT: 35 PERCENT TO 60 PERCENT

4. SAND: LESS THAN 60 PERCENT

5. SILT AND CLAY IN COMBINATION: LESS THAN 65 PERCENT

6. SOD

a. ONE YEAR OLD NURSERY-GROWN SOD THAT IS CERTIFIED COMMON BERMUDA OR MATCH EXISTING SURROUNDING SOD.

b. DENSE, HEALTHY, FIELD-GROWN ON FUMIGATED SOIL WITH THE GRASS HAVING BEEN MOWED AT 1-INCH HEIGHT BEFORE

LIFTING FROM FIELD.

c. DARK GREEN IN COLOR, FREE OF THATCH, FREE FROM DISEASES, WEEDS AND HARMFUL INSECTS.

d. REASONABLY FREE OF OBJECTIONABLE GRASSY AND BROAD LEAF WEEDS. SOD SHALL BE CONSIDERED WEED FREE IF NO

MORE THAN TEN (10) SUCH WEEDS ARE FOUND PER 100 SQ. FT. OF SOD.

FLASHING

1. SELF ADHERED FLASHING

a. SELF-ADHERED FLEXIBLE FLASHING MEMBRANE CONSISTING OF RUBBERIZED ASPHALT ADHESIVE LAYER BONDED TO

HIGH-DENSITY POLYETHYLENE FACER.

b. MINIMUM THICKNESS: 25 MILS

c. RECOMMENDED BY MANUFACTURER FOR INSTALLATION IN WINDOW FLASHING APPLICATIONS.

d. PRODUCTS: LISTED BELOW OR SIMILAR d.a. GCP, VYCOR PLUS d.b. HENRY, BLUESKIN WB

2. SILL PAN

a. 22 GAUGE, TYPE 304 STAINLESS STEEL.

b. LAPS IN FLASHING COMPONENTS SHOULD HAVE A MINIMUM OVERLAP OF 2 IN.

DRAINS

1. TRENCH DRAIN

a. PROVIDE 6” WIDE TRENCH DRAINS, WITH A MINIMUM BUILT IN SLOPE OF 0.75%. CONTRACTOR TO VERIFY ALL DIMENSIONS

AND SLOPES BASED ON FIELD VERIFIED DIMENSIONS.

b. FURNISH DRAINS, ACCESSORIES, AND ATTACHMENTS FROM A SINGLE MANUFACTURER.

c. DRAINS SHALL BE FURNISHED WITH THE MANUFACTURERS ANCHORAGE SYSTEM FOR INSTALLATION WITHIN A CONCRETE

SLAB.

d. PROVIDE MANUFACTURERS STANDARD OUTLET CONNECT, CLOSED END CAPS, AND CHANNEL CONNECTION.

e. PROVIDE MANUFACTURER'S STANDARD DOUBLE IRON CLASS C GRATE AND ASSOCIATED GRATE LOCKDOWN HARDWARE.

f. SIZE RESTRICTION: OPENINGS MUST NOT PERMIT A 12" DIAMETER SPHERE TO PASS THROUGH.

g. ORIENTATION: ELONGATED OPENINGS MUST BE PERPENDICULAR TO THE DIRECTION OF TRAVEL

h. MANUFACTURERS: LISTED BELOW OR SIMILAR h.a. NDS h.b. DURA TRENCH h.c. ZURN

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GENERAL NOTES GENERAL NOTES GENERAL NOTES

2. FRENCH DRAIN

a. PERFORATED PE PIPE

b. NPS 6 (DN 150) AND SMALLER: ASTM F405 OR AASHTO M 252, TYPE CP; CORRUGATED, FOR COUPLED JOINTS.

c. COUPLINGS: MANUFACTURER'S STANDARD, BAND TYPE.

d. FILTER FABRIC

e. FABRIC OF PP OR POLYESTER FIBERS OR COMBINATION OF BOTH, WITH FLOW RATE RANGE FROM 110 TO 330 GPM/SQ. FT.

WHEN TESTED IN ACCORDANCE WITH ASTM D4491.

f. STRUCTURE TYPE: NONWOVEN, NEEDLE-PUNCHED CONTINUOUS FILAMENT.

g. AGGREGATE

h. WASHED GRAVEL WITH A MINIMUM SIZE OF 1 ½ IN.

SHEET WATERPROOFING

1. MODIFIED BITUMINOUS SHEET: MINIMUM 60-MIL NOMINAL THICKNESS, SELF-ADHERING SHEET CONSISTING OF 56 MILS OF RUBBERIZED ASPHALT LAMINATED ON ONE SIDE TO A 4-MIL-THICK, POLYETHYLENE-FILM REINFORCEMENT, AND WITH RELEASE LINER ON ADHESIVE SIDE; FORMULATED FOR APPLICATION WITH PRIMER OR SURFACE CONDITIONER THAT COMPLIES WITH VOC

LIMITS OF AUTHORITIES HAVING JURISDICTION.

a. TENSILE STRENGTH, MEMBRANE: 250 PSI MINIMUM; ASTM D412, DIE C, MODIFIED.

b. ULTIMATE ELONGATION : 300 PERCENT MINIMUM ; ASTM D412, DIE C, MODIFIED.

c. LOW-TEMPERATURE FLEXIBILITY: PASS AT MINUS 20 DEG F; ASTM D1970/D1970M.

d. CRACK CYCLING: UNAFFECTED AFTER 100 CYCLES OF 1/8-INCH MOVEMENT; ASTM C836/C836M.

e. PUNCTURE RESISTANCE: 40 LBF MINIMUM; ASTM E154/E154M.

f. WATER ABSORPTION: 0.2 PERCENT WEIGHT-GAIN MAXIMUM AFTER 48-HOUR IMMERSION AT 70 DEG F; ASTM D570.

g. WATER VAPOR PERMEANCE: 0.05 PERM MAXIMUM; ASTM E96/E96M, WATER METHOD.

h. HYDROSTATIC-HEAD RESISTANCE: 200 FEET MINIMUM; ASTM D5385.

i. PRODUCTS: LISTED BELOW OR SIMILAR i.a. GCP, BITUTHENE 3000 i.b. HENRY, BLUESKIN WP 200 i.c. SOPREMA, COLPHENE 3000

2. PROTECTION COURSE: ASTM D6506, SEMIRIGID SHEETS OF FIBERGLASS OR MINERAL-REINFORCED-ASPHALTIC CORE, PRESSURE

LAMINATED BETWEEN TWO ASPHALT-SATURATED FIBROUS LINERS AND AS FOLLOWS:

a. THICKNESS: NOMINAL 1/4 INCH.

b. ADHESIVE: RUBBER-BASED SOLVENT TYPE RECOMMENDED BY WATERPROOFING MANUFACTURER FOR PROTECTION

COURSE TYPE.

3. MOLDED SHEET DRAINAGE PANEL: NONWOVEN-GEOTEXTILE-FACED, MOLDED-SHEET DRAINAGE PANEL WITH POLYMERIC FILM:

COMPOSITE SUBSURFACE DRAINAGE PANEL ACCEPTABLE TO WATERPROOFING MANUFACTURER AND CONSISTING OF A STUDDED, NONBIODEGRADABLE, MOLDED-PLASTIC-SHEET DRAINAGE CORE; WITH A NONWOVEN, NEEDLE-PUNCHED GEOTEXTILE FACING WITH AN APPARENT OPENING SIZE NOT EXCEEDING NO. 70 SIEVE LAMINATED TO ONE SIDE OF THE CORE AND A POLYMERIC FILM BONDED TO THE OTHER SIDE; AND WITH A VERTICAL FLOW RATE THROUGH THE CORE OF 9 TO 21 GPM PER FT.

a. ACCEPTABLE MANUFACTURERS TO INCLUDE BUT ARE NOT LIMITED TO:

a.a. CARLISLE COATINGS AND WATERPROOFING a.b. CETCO, A MINERALS AND TECHNOLOGIES COMPANY a.c. GCP APPLIED TECHNOLOGIES a.d. POLYGUARD PRODUCTS

4. FURNISH ALL OTHER MATERIALS AS RECOMMENDED BY MANUFACTURER INCLUDING SURFACE CONDITITIONER, PRIMER, SUBSTRATE PATCHING MATERIAL, AND TERMINATION BARS.

CONCRETE

1. NORMAL-WEIGHT CONCRETE:

a. MINIMUM COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS.

b. MAXIMUM W/CM: 0.45.

c. MAXIMUM COARSE-AGGREGATE SIZE: ¾ INCH NOMINAL.

d. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB/CU. YD.

e. SLUMP LIMIT: 4 INCHES, PLUS OR MINUS 1 INCH.

f. AIR CONTENT: 7.0 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR CONCRETE CONTAINING 3/4-INCH

NOMINAL MAXIMUM AGGREGATE SIZE.

g. LIMIT WATER-SOLUBLE, CHLORIDE-ION CONTENT IN HARDENED CONCRETE TO 0.30 PERCENT BY WEIGHT OF CEMENT.

2. REINFORCING:

WELDED WIRE FABRIC: ASTM A185, W/4x4 w2.1W2.1 WELDED STEEL WIRE FABRIC. FLAT SHEETS ONLY.

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PLAN NORTH

SCALE:

EXISTING SITE PLAN - FRANKLIN CAMPUS1

C101 C101

SITE LEGEND

TREES/BUSHES

NOTES:

1. SITE PLAN INTENDED TO DISPLAY PROJECT LAYOUT, ALL

ITEMS SHOWN ARE EXISTING.

2. VERIFY EXISTING BUILDING DIMENSIONS, CONDITIONS,

MATERIALS, AND LOCATIONS IN THE FIELD. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK.

3. MAINTAIN CONDUIT, WIRES, PLUMBING, CONDENSATE LINES,

AND OTHER MECHANICAL ITEM THROUGHOUT THE

CONSTRUCTION. DAMAGE TO ELEMENTS SHALL BE

REPAIRED OR REPLACED AT NO COST TO THE OWNER.

RELOCATION OF ANY ITEM TO ACCOMMODATE THE REPAIRS

IS PART OF THE WORK.

4. REMOVAL, RELOCATION, AND/OR REPLACEMENT OF

ELECTRICAL, IF NECESSARY IN DESIGNATED WORK AREAS,

SHALL BE PERFORMED BY A LICENSED ELECTRICIAN.

5. EXISTING MATERIALS TO BE REMOVED SHALL BE DISPOSED

OF LEGALLY. REUSE OF EXISTING MATERIALS IS STRICTLY

PROHIBITED UNLESS APPROVED BY THE OWNER.

6. SITE TO BE CLEANED DAILY AND ALL CONSTRUCTION

DEBRIS, TRASH, ETC. TO BE PLACED IN DUMPSTER.

7. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL

CONDITION AT COMPLETION OF PROJECT.

8. NO CONSTRUCTION DEBRIS TO BE LEFT ON SITE AT

COMPLETION OF PROJECT.

ADMINISTRATION BLDG.

WORKFORCE

DEVELOPMENT BUILDING

MAINTENANCE WAREHOUSE

POTENTIAL CONTRACTOR STAGGING AREA.

ACTUAL LOCATION TO BE COORDINATED DURING

PRECONSTRUCTION MEETING. CONTRACTOR TO

PROVIDE FENCING AROUND STAGING AREA

APPROXIMATE LOCATION OF

COURTYARD DRAINAGE

REPAIR WORK. SEE SHEETS

1/C102 AND 1/A101

N. COLLEGE DRIVE

APPROXIMATE LOCATION OF

ENTRANCE WALKWAY REPAIR,

SEE SHEET 1/A103

64"=1'-0"

0 10' 20' 30' 40'

APPROXIMATE LOCATION OF

COLLAPSED DRAIN INLET.

ASSUME REPAIR AREAS TO BE

A MIN. OF 20 CUBIC YARDS.

SEE SHEET A104 FOR REPAIR

DETAILS AND P1&P2/A104 FOR

RESPECTIVE PHOTOGRAPHS

APPROXIMATE LOCATION OF

COLLAPSED DRAIN INLET.

ASSUME REPAIR AREAS TO BE

A MIN. OF 20 CUBIC YARDS.

SEE SHEET A104 FOR REPAIR

DETAILS AND P3/A104 FOR

RESPECTIVE PHOTOGRAPHS

APPROXIMATE LOCATION OF

COLLAPSED DRAIN INLET.

ASSUME REPAIR AREAS TO BE

A MIN. OF 20 CUBIC YARDS.

SEE SHEET A104 FOR REPAIR

DETAILS AND P4/A104 FOR

RESPECTIVE PHOTOGRAPHS

APPROXIMATE LOCATION OF

COLLAPSED DRAIN INLET.

ASSUME REPAIR AREAS TO BE

A MIN. OF 20 CUBIC YARDS.

SEE SHEET A104 FOR REPAIR

DETAILS AND P5/A104 FOR

RESPECTIVE PHOTOGRAPHS

APPROXIMATE LOCATION OF

COLLAPSED DRAIN INLET.

ASSUME REPAIR AREAS TO BE

A MIN. OF 20 CUBIC YARDS.

SEE SHEET A104 FOR REPAIR

DETAILS AND P6/A104 FOR

RESPECTIVE PHOTOGRAPHS

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GENERAL NOTES

1. SITE PLAN INTENDED TO DISPLAY PROJECT LAYOUT, ALL ITEMS

SHOWN ARE EXISTING.

2. CONTRACTOR SHALL DESIGN ACTUAL SITE PROTECTION PLAN IN

ACCORDANCE WITH THE DESIGN REQUIREMENTS OF VCC 3306,

PROTECTION OF PEDESTRIANS. CONTRACTOR SHALL SUBMIT

PROPOSED SITE PROTECTION PLAN TO A/E FOR REVIEW AND

APPROVAL.

3. MEANS OF EGRESS SHALL BE MAINTAINED FREE OF

CONSTRUCTION DEBRIS, EQUIPMENT AND PERSONNEL AT ALL

TIMES DURING BUILDING OCCUPANCY. INITIAL ERECTION AND

MODIFICATIONS TO THE MEANS OF EGRESS REQUIRE REVIEW

AND APPROVAL FROM THE STATE FIRE MARSHAL'S OFFICE

(SFMO).

4. PEDESTRIANS SHALL BE PROTECTED DURING PROJECT. SIGNS

SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.

5. PEDESTRIAN PROTECTION SHALL BE INSTALLED IN EACH ACTIVE

WORK AREA AND REMAIN IN PLACE FOR THE DURATION OF WORK

IN THAT AREA.

6. IF AREAS ARE TO BE REPAIRED OUTSIDE OF PROTECTION,

TEMPORARILY CORDON OFF AS NEEDED TO PROTECT

PEDESTRIANS.

7. EXISTING ELEVATIONS SHOWN ON DRAWING ARE FOR

INFORMATION ONLY AND MUST BE VERIFIED BY THE

CONTRACTOR DURING CONSTRUCTION. ELEVATIONS ARE

REPORTED USING THE DROP INLET AS THE DATUM.

P1 C102 C102

SCALE: 1

8"=1'-0"

EXISTING COURTYARD

SITE PLAN1

C101 C102

SCALE: NONE

SITE PLANP1

C102 C102

EGRESS TO REMAIN OPEN

FOR EMERGENCY USE

ONLY. CONTRACTOR TO

POST NOTICE

CONTRACTOR TO

COORDINATE LOCATIONS OF

SITE FENCES WITH OWNER

CONCRETE WALKWAY

STEPS

RAISED

PLANTERS

EXISTING DROP INLET

TO CONTRACTOR STAGING

AREA

PLAN NORTH

BRICK PAVERS

12" DRAIN PIPE

P2 C102 C102

P3 C102 C102

P4 C102 C102

SCALE: NONE

SITE PLANP2

C102 C102

SCALE: NONE

SITE PLANP3

C102 C102

SCALE: NONE

SITE PLANP4

C102 C102

0 4' 8' 16'

0.0"

5.4"

5.7"

4.8" 5.3" 4.8"

4.9"

5.5"

NOTE:

= EXISTING ELEVATION POINTS

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SCALE: 1

8"=1'-0"

REPAIR PLAN1

C101 A101

PLAN NORTHREPAIR SEQUENCE NOTES:

1. REMOVE AND DISPOSE OF EXISTING PERIMETER BRICK PAVERS.

2. EXCAVATE SOIL ALONG THE NORTH AND EAST FACING WALLS,

DOWN TO THE TOE OF THE FOOTING (SEE PLAN FOR

APPROXIMATE LENGTH OF REMOVAL ALONG BOTH WALLS) .

3. CLEAN AND PRIME THE BELOW GRADE WALL SURFACE AFTER

EXCAVATION. APPLY WATERPROOFING WITH PROTECTION

BOARD AND DRAINAGE MAT.

4. INSTALL FRENCH DRAIN SYSTEM AT EXCAVATED AREAS,

INCLUDING DRAINS CONNECTING TO EXISTING INLET. COVER

DRAIN AREAS.

5. BACK FILL FRENCH DRAIN TRENCHES.

6. RE-GRADE COURTYARD AREA, AS NECESSARY, TO ALLOW FOR A

5% SLOPE, OVER THE FIRST TEN (10) FEET, AWAY FROM THE

BUILDING WALLS. AFTER INITIAL SLOPE OF 5%, DECREASE SLOPE

TO 1%-2%, TOWARDS THE DRAIN INLET NEAR THE CENTER OF

THE COURTYARD.

7. ADD NEW LANDSCAPING GRAVEL ALONG PERIMETER OF THE

COURTYARD, WHERE BRICK PAVERS WERE PREVIOUSLY PLACED,

AND NEW TOP SOIL AND SOD IN COURTYARD AREAS DISTURBED

DURING CONSTRUCTION. AT PERIMETER WALLS, ENSURE A MIN.

6" ELEVATION DIFFERENCE ABOVE THE TOP OF THE INLET.

8. REMOVE AND REPLACE ALL DETERIORATED SEALANT AND

MORTAR JOINTS ON THE NORTH FACING WALL, INCLUDING THE

LARGE JOINT AT THE INTERSECTION OF THE NORTH AND EAST

FACING WALLS.

STEP 1: REMOVE EXISTING

BRICK PAVERS ALONG ALL

COURTYARD ELEVATIONS

A101 A102

STEPS 2-3: EXCAVATE DOWN TO THE

TOE OF THE FOOTING. CLEAN, PRIME

AND APPLY WATER PROOFING TO

THE BELOW GRADE CMU WALL.

A101 A102

STEP 4: INSTALL FRENCH DRAIN TO

THE LEVEL OF THE FOOTING. DIRECT

FRENCH DRAINS INTO EXISTING

STORM DRAIN MANHOLE WALL

STEP 6: ADJUSTED GRADE AS

NECESSARY AND SLOPE TOWARDS

EXISTING DRAIN INLET

INSTALL BRANCHES AND

CLEANOUTS PER

MANUFACTURERS

INSTRUCTIONS

FRENCH DRAIN TRENCH

NEW 6" DIAMETER

FRENCH DRAIN

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SEE NOTE #6

SEE NOTE #6

SEE NOTE #6

SEE NOTE #6

1%-2% SLOPE

STEP 1 - STEP 3 STEP 4 - STEP 9

REPAIR OF LARGE JOINT AT

INTERSECTING WALLS INCLUDED

(P1/A101)

SCALE: NONE

EXAMPLE OF

JOINTS TO BE REPLACEDP1

A101 A101 SCALE: NONE

EXAMPLE OF

JOINTS TO BE REPLACEDP2

A101 A101

STEP 5: BACKFILL ALL

FRENCH DRAIN

TRENCHES

STEP 7: ADD NEW LANDSCAPING,

GRAVEL AND LANDSCAPING FABRIC,

ALONG PERIMETER OF THE

COURTYARD, WHERE BRICK

PAVERS WERE PREVIOUSLY

PLACED, AND ADD NEW TOP SOIL

AND SOD IN AREAS OF THE

COURTYARD DISTURBED DURING

CONSTRUCTION.

EXAMPLE OF JOINT

TO BE REPLACED

EXAMPLE OF JOINTS

TO BE REPLACED

0 4' 8' 16'

≈3 0'-

0"

≈41'-0"

6.0" MIN.

6.0" MIN.

6.0" MIN. 6.0" MIN. 6.0" MIN.

6.0" MIN.

6.0" MIN.

SEE DETAIL 3/A102 FOR INLET DETAIL

NOTE:

= NEW ELEVATION POINTS

0.0"

STEP 1: REMOVE EXISTING

BRICK PAVERS ALONG ALL

COURTYARD ELEVATIONS

REPAIR/REPLACE ANY DAMAGE

CAUSED BY REPAIRS TO

EXISTING WALKWAY

APPROXIMATE LIMIT OF REGRADING. CONTRACTOR TO INSTALL SILT

FENCE, SEE DETAIL 4/A102 FOR INSTALLATION EXAMPLE. CONTRACTOR TO

MODIFY AS NECESSARY

SEE DETAIL 5/A102 FOR INLET

PROTECTION DETAIL

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EXISTING CMU AND BRICK

VENEER

APPROXIMATE LOCATION OF

REMOVED BRICK PAVERS AND

GRADE. FIELD VERIFY

TERMINATION HEIGHT OF

WATERPROOFING MEMBRANE

NEW WATERPROOFING

MEMBRANE,PROTECTION

BOARD AND DRAINAGE

MAT. INSTALL PER

MANUFACTURER

CLEAN AND PRIMER ALL

BELOW GRADE AREAS TO

RECEIVE NEW

WATERPROOFING SYSTEM

TERMINATE WATERPROOFING

AT GRADE, EXTEND DRAINAGE

MAT TO THE SURFACE

TERMINATE

WATERPROOFING SYSTEM

PER MANUFACTURES

INSTRUCTIONS

ADD CANT/FILLET IF

REQUIRED BY

MANUFACTURER

SCALE: 3"=1'-0"

BELOW GRADE

WATERPROOFING DETAIL1

A101 A102

DO NOT COVER THROUGH WALL

FLASHINGS WITH WATERPROOFING

NEW 6" DIAMETER PERFORATED

PIPING, HOLES FACING DOWN.

USE 1.5" CLEAN ROUND ROCK, IF AVAILABLE,

OR #57 GRAVEL TO SURROUND PERFORATED

PIPING AND EXTENDING TO FOUNDATION

WALL UP TO THE SURFACE

BACKFILL

NEW TOP SOIL AND SOD

SLOPE GRADE 5% FOR THE FIRST TEN FEET AWAY

FROM THE BUILDING WALLS. AFTER SLOPE 1%-2%

TOWARDS COURTYARD INLET

WRAP STONE BED WITH

GEO. TEXTILE FILTER

FABRIC

APPROXIMATE EXCAVATION

LINE

EXISTING CONCRETE

EXISTING BRICK

EXISTING DRAIN PIPE

EXISTING CONCRETE

EXISTING CONCRETE

FIELD VERIFY DIMENSIONS OF

EXISTING DRAIN INLET

LEAVE GRAVEL EXPOSED ALONG

PERIMETER OF THE COURTYARD. AT

AREAS WHERE DRAINS ARE NOT

BEING INSTALLED, ADD GRAVEL TO

MATCH ALONG THE TOP OF THE

SURFACE ONCE NEW GRADING IS

PERFORMED

SCALE: 3"=1'-0"

FRENCH DRAIN DETAIL 2

A101 A102

SCALE:11

2"=1'-0"

EXISTING INLET DETAIL 3

A101 A102

CORE HOLES THROUGH SIDE OF INLET TO

INSTALL NEW FRENCH DRAIN PIPES. FIELD

VERIFY LOCATIONS

EXTEND GRAVEL APPROXIMETLY 1'-6"

OUT FROM WALL AT A MIN. 6 INCHES

HIGHER THAN THE TOP OF THE INLET

EXISTING FLASHING AND

GROUT

SCALE:11

2"=1'-0"

E & SC DETAIL4

A101 A102

1. SET POSTS AND EXCAVATE A 4" x 4"

TRENCH UPSLOPE ALONG THE LINE OF

POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE

TRENCH.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

SCALE:11

2"=1'-0"

SILT FENCE DETAIL5

A101 A102

NOTE: CONTRACTOR TO MAKE ADJUSTMENTS

TO PROTECTION AS NEEDED

NOTE: CONTRACTOR TO MAKE ADJUSTMENTS

TO PROTECTION AS NEEDED

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CONTRACTOR TO ENSURE

PIPE INVERT IS BELOW

FLOOR LINE

AutoCAD SHX Text Lic. No. 28879

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GENERAL NOTES

1. CONTRACTOR SHALL DESIGN ACTUAL SITE PROTECTION PLAN IN

ACCORDANCE WITH THE DESIGN REQUIREMENTS OF VCC 3306,

PROTECTION OF PEDESTRIANS. CONTRACTOR SHALL SUBMIT

PROPOSED SITE PROTECTION PLAN TO A/E FOR REVIEW AND

APPROVAL.

2. MEANS OF EGRESS SHALL BE MAINTAINED FREE OF

CONSTRUCTION DEBRIS, EQUIPMENT AND PERSONNEL AT ALL

TIMES DURING BUILDING OCCUPANCY. INITIAL ERECTION AND

MODIFICATIONS TO THE MEANS OF EGRESS REQUIRE REVIEW

AND APPROVAL FROM THE STATE FIRE MARSHAL'S OFFICE

(SFMO).

3. PEDESTRIANS SHALL BE PROTECTED DURING PROJECT. SIGNS

SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.

4. PEDESTRIAN PROTECTION SHALL BE INSTALLED IN EACH ACTIVE

WORK AREA AND REMAIN IN PLACE FOR THE DURATION OF WORK

IN THAT AREA.

5. IF AREAS ARE TO BE REPAIRED OUTSIDE OF PROTECTION,

TEMPORARILY CORDON OFF AS NEEDED TO PROTECT

PEDESTRIANS.

A103 A103

SCALE: 3

16"=1'-0"

SLAB PLAN1

C101 A103

PLAN NORTH

REMOVE EXISTING SLAB.

RE-GRADE AREA, SLOPING

AWAY FROM THE BUILDING

AND INSTALL NEW SLAB

SYSTEM, SEE 2/A103. NEW

SLAB FOOTPRINT TO

APPROXIMATELY MATCH

THAT OF THE EXISTING SLAB

EGRESS TO REMAIN OPEN

FOR EMERGENCY USE

ONLY. CONTRACTOR TO

POST NOTICE

ALLOW ACCESS TO

MECHANICAL ROOM

4" MIN. PER FOOT, TYP

CONTROL JOINT, 14 DEPTH OF

SLAB, MIN.

NEW 4" CONCRETE SLAB

W/4x4 w2.1W2.1 WWR

21A STONE AGGREGATE

BASE

COMPACTED SUBGRADE

SCALE: 3"=1'-0"

SLAB DETAIL2

A103 A103

SCALE: 3"=1'-0"

DRAIN DETAIL3

A103 A103

NEW GRATED TRENCH

DRAIN INLET

INSTALL DRAIN TO DIRECT WATER

AWAY FROM THE BUILDING. SLOPE

A MIN. 2%. TOTAL LENGTH OF DRAIN

TO BE FIELD VERIFIED

EXPANSION JOINT

NEW 4" CONCRETE SLAB

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COMPACTED GRAVEL OR

CRUSHED STONE SUBBASE

COMPACTED SUBGRADE

NEW TRENCH DRAIN AND

ACCESSORIES. INSTALL PER

MANUFACTURERS

INSTRUCTIONS

DIMENSION PER

MANUFACTURERS INSTRUCTIONS

0 5' 10'

INSTALL 3" OR 4" DRAIN PIPE, WITH A

MIN. 2% SLOPE, INTO SIDE OF THE

TRENCH DRAIN. FOLLOW

MANUFACTURERS INSTRUCTIONS

CONTROL JOINT

NEW DRAIN TO DAYLIGHT

INTO EXISTING DRAIN

FIELD. ASSUME A

DISTANCE OF 100 FEET

FROM END OF SLAB TO

DAYLIGHTED DRAIN PIPE.

CONTRACTOR TO FIELD

VERIFY

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AutoCAD SHX Text Lic. No. 28879

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INLET AND CURB/GUTTER REPAIR SEQUENCE:

1. WHERE ASPHALT PAVEMENTS AND CURB/GUTTER AREAS HAVE

SUBSIDED, WDP RECOMMENDS THESE FAILED/SUBSIDED AREAS

BE REMOVED OF WET UNSTABLE/WEAK SOILS TO DEPTHS NO

DEEPER THAN THE BOTTOM OF ANY ADJACENT STORM DRAIN

PIPE SYSTEMS SO AS TO AVOID UNDERMINING STORM PIPE

SUPPORT. DEWATERING MEASURES INCLUDING SUMP PUMPS

AND SUMP PITS SHOULD BE EXPECTED GIVEN THE SHALLOW

WATER CONDITIONS ACROSS THE SITE.

2. BACKFILLING OF UNDERCUT, REMOVED SOILS AREAS SHOULD BE

PERFORMED USING SELECT, STRUCTURALLY COMPACTED

BACKFILL MATERIALS THAT ARE MORE TOLERANT OF SHALLOW

WATER CONDITIONS. THE USE OF VDOT 57 STONE MAY ALSO

PROVE TO BE MORE EFFECTIVE THAN AGGREGATE BASE

MATERIALS SUCH AS VDOT 21A/21B. VDOT ROAD AND BRIDGE

STANDARDS AND DETAILS SHALL BE UTILIZED AND FOLLOWED

FOR ANY STORM DRAIN INLET STRUCTURE OR STORM DRAIN PIPE

THAT MAY REQUIRE REPLACEMENT IF DISCOVERED TO BE

DAMAGED OR SUBSIDED DURING THE REPAIR EFFORTS. VDOT

ROAD AND BRIDGE STANDARDS DO PERMIT THE USE OF VDOT 57

STONE UNDER AND AROUND STORM DRAIN PIPES AND INLETS,

ESPECIALLY WHERE WET CONDITIONS AND/OR HEIGHTENED

WATER CONDITIONS ARE PRESENT.

3. ONCE SUBSURFACE CONDITIONS ARE REMEDIATED TO INCLUDE

ANY STORM DRAIN INLET OR PIPE REPLACEMENTS, THE

AGGREGATE SUBBASE STONE (PREFERABLY VDOT 21B) AND

ASPHALT PAVEMENT LAYERS SHALL BE REPLACED AND

CONSTRUCTED IN ACCORDANCE WITH APPLICABLE VDOT ROAD

AND BRIDGE SPECIFICATIONS, LATEST EDITION AND

CONSTRUCTED TO MATCH THE EXISTING PAVEMENT LAYER

THICKNESSES AS REVEALED DURING REMEDIAL EFFORTS.

NOTE: TYPICAL VDOT INLET DETAILS MAY NOT REFLECT CURRENT

CURB INLET CONDITIONS. DETAILS ARE PROVIDED AS GUIDANCE FOR

REPAIRS. CONTRACTOR TO VERIFY CURRENT CONDITIONS,

MATERIALS, SIZING, ETC.

SCALE: NONE

PHOTOGRAPH 1P1

C101 A104 SCALE: NONE

PHOTOGRAPH 2P2

C101 A104 SCALE: NONE

PHOTOGRAPH 3P3

C101 A104 SCALE: NONE

PHOTOGRAPH 4P4

C101 A104 SCALE: NONE

PHOTOGRAPH 5P5

C101 A104

SCALE: NONE

TYPICAL CURB DROP INLET DETAIL1

C101 A104 TYPICAL VDOT INLET DETAILS MAY NOT REFLECT CURRENT CURB INLET CONDITIONS. DETAILS ARE PROVIDED AS GUIDANCE FOR REPAIRS. CONTRACTOR TO VERIFY CURRENT CONDITIONS, MATERIALS, SIZING, ETC. ASSUME REPAIR AREAS TO BE A MIN.

OF 20 CUBIC YARDS.

SCALE: NONE

TYPICAL CURB DROP INLET DETAIL2

C101 A104

SCALE: NONE

PHOTOGRAPH 1P6

C101 A104

TYPICAL VDOT INLET DETAILS MAY NOT REFLECT CURRENT CURB INLET CONDITIONS. DETAILS ARE PROVIDED AS GUIDANCE FOR REPAIRS. CONTRACTOR TO VERIFY CURRENT CONDITIONS, MATERIALS, SIZING, ETC. ASSUME REPAIR AREAS TO BE A MIN.

OF 20 CUBIC YARDS.

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7/17/2026

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