I - 264 GRAHAM STDALE DR PORTSMOUTH REDEVLOPMENT …

CALL 1-800-552-7001

CALL BEFORE YOU DIGALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA

SECTION 56-265.17 REQUIRES THREE WORKING DAYSNOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR

BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.

PREPARED FOR:

PORTSMOUTH REDEVELOPMENTAND HOUSING AUTHORITY

3116 SOUTH STREETPORTSMOUTH, VIRGINIA 23707

LINCOLN PARK PHASE 2 DEMOLITION

1 LEXINGTON DRIVEPORTSMOUTH, VIRGINIA 23704

CITY FILE NO: M2001DATE ISSUE: JUNE 10, 2020

PREPARED BY:

PENNONI ASSOCIATES INC.

SITE

LOCATION MAPSCALE: 1" = 500'

THE REMOVAL, OR RELOCATION, OF ALL UTILITIES AND APPURTENANCE WILL BE AT THE RISK AND EXPENSEOF THE CONTRACTOR. THESE INCLUDE BUT ARE NOT LIMITED TO POWER, SEWER, WATER, TELEPHONE,LONG DISTANCE COMMUNICATION, AND CABLE TELEVISION.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF ON SITE UTILITIES THROUGH THE USE OF A THIRDPARTY UTILITY LOCATOR.

TRAFFIC CONTROL PLANS AND DETAILS ARE REQUIRED FOR ALL CONSTRUCTION IN THE RIGHT-OF-WAY.WORK IN CITY RIGHT-OF-WAY IS PERMITTED ONLY BETWEEN THE HOURS OF 9:00AM AND 3:00PM, OR ASDETERMINED BY THE CITY TRANSPORTATION ENGINEER.

THE CONTRACTOR WILL BE REQUIRED TO POST A CASH, CHECK, SURETY BOND, OR LETTER OF CREDIT TOEXCAVATE IN THE RIGHT-OF-WAY.

AS PART OF THE CONTRACTOR'S PERMIT APPLICATION TO WORK IN THE RIGHT-OF-WAY, THE CONTRACTORMUST SUBMIT A MAP IDENTIFYING THE PROJECTS STORAGE AND LAY DOWN AREA. THE CITY DOES NOTALLOW STORAGE, STAGING, OR LAY DOWN AREAS WITHIN THE RIGHT-OF-WAY. CONTRACTORS AREENCOURAGED TO MAKE ARRANGEMENTS TO STORE MATERIALS AND LAY DOWN ON PRIVATE PROPERTY,OR THEY MUST BE STORED WITHIN THE CONSTRUCTION SITE.

ALL MISS UTILITY MARKINGS IN THE RIGHT-OF-WAY ARE REQUIRED TO BE ERADICATED AT THE COMPLETIONOF THE PROJECT.

PLEASE CONTACT RIGHT OF WAYS OR THE APPROPRIATE CONTACT IF ANY PART OF THE ROAD IS BLOCKEDOR CLOSED THAT COULD PREVENT EMERGENCY VEHICLE ACCESS AND IF OR WHEN ANY FIRE HYDRANTSMIGHT HAVE TO BE PLACE OUT OF SERVICE FOR WHATEVER REASON. THAT WAY FIRE-RESCUE COULD BEADVISED.

DURING THE DEMOLITION OF BUILDINGS, HAVE A WATER SUPPLY READY TO SPRAY WATER TO PROTECTHOMES AND RESIDENTS FROM DUST, DIRT, POLLUTANTS AND CONTAMINATES FROM BLOWING INTOOCCUPIED BUILDINGS.

DURING THE DEMOLITION OF BUILDINGS, THE CONTRACTOR / DEMOLITION CREWS SHALL FOLLOW THECODES IN THE VIRGINIA STATE FIRE PREVENTION CODE BOOK, 2012; CHAPTER 33 FIRE SAFETY DURINGCONSTRUCTION AND DEMOLITION.

SEE SHEET CS0201 FOR SOURCE OF SURVEY INFORMATION.

ENSURE BUILDINGS ARE VACANT PRIOR TO DEMOLITION

NOTES:

LAST REVISED: JULY 24, 2012NOTES LAST REVISED: MAY 3, 2010

SITE

1. ALL UTILITIES WITHIN OR SERVING THIS DEVELOPMENT SHALL BE LOCATED UNDERGROUND IN ACCORDANCE WITHSECTION 32‐155 OF THE CITY CODE.

2. ALL ROOF VENTS, PIPES, ANTENNAS, SATELLITE DISHES, AND OTHER ROOF PENETRATIONS AND EQUIPMENT(EXCEPT CHIMNEYS) SHALL BE LOCATED ON THE REAR ELEVATIONS OR OTHERWISE BE CONFIGURED TO THEDEGREE PRACTICABLE, TO HAVE A MINIMAL VISUAL IMPACT AS SEEN FROM THE STREET.

3. REFLECTIVE OR TINTED GLASS THAT OBSTRUCTS VIEWS INTO THE BUILDING SHALL NOT BE USED.

4. PUBLIC AND INSTITUTIONAL USES, COMMERCIAL USES, AND INDUSTRIAL USES THAT ARE ADJACENT TO EXISTINGRESIDENTIAL DEVELOPMENT OR VACANT LAND IN RESIDENTIAL DISTRICTS, SHALL TURN OFF ALL EXTERIORLIGHTING ‐ EXCEPT LIGHTING NECESSARY FOR SECURITY OR EMERGENCY PURPOSES ‐ WITHIN ONE HOUR OFCLOSING.

5. NO INTERIOR LIGHT SOURCE SHALL BE POSITIONED, AIMED, OR CONFIGURED SO AS TO RESULT IN THE LIGHTSOURCE BEING VISIBLE FROM LAND OCCUPIED BY EXISTING RESIDENTIAL DEVELOPMENT.

6. BARBED OR RAZOR WIRE IS PROHIBITED, UNLESS OTHER SPECIALLY ALLOWED IN WRITING FROM THE CITY.

7. WETLANDS AND LAND WITHIN RESOURCE PROTECTION AREAS AND ASSOCIATED BUFFERS SHALL REMAIN IN ANATURAL UNDISTURBED STATE EXCEPT FOR THOSE ACTIVITIES PERMITTED BY CHAPTER 9.1 OF THE CITY OFPORTSMOUTH CITY CODE.

GENERAL

1. ALL MATERIAL AND METHODS SHALL CONFORM TO THE 4TH EDITION OF THE HAMPTON ROADS REGIONALSTANDARDS AND SPECIFICATIONS AS AMENDED BY THE CITY OF PORTSMOUTH'S SPECIAL PROVISIONS.

2. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF PORTSMOUTH DATUM.

3. ALL CONCRETE SHALL BE CLASS “A4” AIR‐ENTRAINED (4,000 P.S.I.).

4. TEMPORARY DRAINAGE DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR TO RELIEVE AREASTHAT MAY CAUSE DAMAGE TO ROADWAYS.

5. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATINGANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OFCONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS INADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF THEIR UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLEFOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

6. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT‐OF‐WAY, THE CONTRACTOR SHALL OBTAIN ALLNECESSARY PERMITS FROM THE CITY OF PORTSMOUTH, VIRGINIA.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT,DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

8. ALL STORM SEWER PIPES, DROP INLETS, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODEDMATERIALS AT LAST STAGES OF CONSTRUCTION.

9. ALL SLOPES WITHIN RIGHT‐OF‐WAY OR IN CITY EASEMENTS SHALL BE TOPSOILED AND SEEDED IN ACCORDANCEWITH CITY OF PORTSMOUTH SPECIFICATIONS.

10. PAVEMENT REPLACEMENT WITHIN THE CITY RIGHT‐OF‐WAY SHALL MATCH THE EXISTING PAVEMENT.

11. BEFORE YOU DIG, TO MISS THE UTILITIES, CALL “MISS UTILITY” OF VIRGINIA AT 1‐800‐552‐7001, OR 811.

12. ALL CRACKED CONCRETE IN THE RIGHT‐OF‐WAY SHALL BE REMOVED AND REPLACED TO THE NEARESTACCEPTABLE JOINT. PATCHING IS NOT ACCEPTABLE.

13. ALL STORM DRAIN JOINTS IN THE RIGHT‐OF‐WAY SHALL BE DOUBLE WRAPPED WITH 24” WIDE GEOTEXTILE FABRICPER CITY/REGIONAL STANDARDS.

14. SEWER LATERAL AND CLEANOUT TO BE INSTALLED BY OWNER/DEVELOPER AT HIS/HER OWN EXPENSE.

15. TREE PROTECTION SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL REMAIN IN PLACE, UNDISTURBED,UNTIL PROJECT COMPLETION.

EROSION AND SEDIMENT CONTROL

SEE SHEET CS0501

CITY OF PORTSMOUTH VIRGINIA DEVELOPMENTPROCEDURES MANUAL SITE PLAN NOTES

VERIZON: JEREMY MCCORMICK - [email protected]

COLUMBIA NATURAL GAS: DAVID MILLER - [email protected]

DOMINION: Kristy L. Edwards - [email protected]

COX COMMUNICATIONS: Mary Cameron - [email protected]

UTILITY CONTACT INFORMATION

M2001LINCOLN PARK PHASE 2 DEMOLITION1 LEXINGTON DRIVE, PORTSMOUTH, VA01450010PRHA3116 SOUTH STREET, PORTSMOUTH, VA 23707

PHILIP PAGE, JR757-391-2910

[email protected]

8.094.270.003.82

0.004.230.004.23

8.098.090.040.008.050.00

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CS0201 EXISTING CONDITIONS PLAN 09/11/2015

CS0202 EXISTING CONDITIONS PLAN 09/11/2015

CS0501 DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN

CS0502 DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN

CS1501 GRADING PLAN

CS1502 GRADING PLAN

6/10/2020

6/10/2020

6/10/2020

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CS8501 EROSION AND SEDIMENT CONTROL DETAILS

CS8502 EROSION AND SEDIMENT CONTROL DETAILS

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I - 264

DALE DR

DEEP CREEK BLVD

PORTSMOUTH BLVD

FREDERICK BLVD

THE FOLLOWING PERSON DAVID T. BARTHOL, P.E. (PRINT)

(SIGN), IS IDENTIFIED AS THE RESPONSIBLE LANDDISTURBER WHO WILL BE IN CHARGE OF AND RESPONSIBLE FOR CARRYING OUT THE LANDDISTURBING ACTIVITY. THIS PERSON MEETS THE APPLICABLE REQUIREMENTS OF VIRGINIA CODESECTION 62.1-44.15:55 AND 62.1-44.15:58 BY VIRTUE OF THE FOLLOWING (CHECK THE CATEGORYTHAT APPLIES).

__________ RESPONSIBLE LAND DISTURBER CERTIFICATE; OR

__________ DCR CERTIFICATION FOR COMBINED ADMINISTRATOR, ADMINISTRATOR, PLAN REVIEWER, INSPECTOR, OR CONTRACTOR; OR

__________ VA PROFESSIONAL ENGINEER, LAND SURVEYOR,LANDSCAPE ARCHITECT, ORARCHITECT

UPON AWARD OFF THIS CONTRACT AND BEFORE ANY LAND DISTURBING ACTIVITY CAN BEGIN,THE CONTRACTOR SHALL EXECUTE AND SUBMIT A RESPONSIBLE LAND DISTURBERNOTIFICATION FORM TO THE DEPARTMENT OF ENGINEERING, CITY HALL BUILDING, 801CRAWFORD STREET, PORTSMOUTH, VA 23704-3822 TEL: (757) 393-8592. AWARD OF THECONTRACT WILL RELIEVE THE ABOVE SIGNER OF ALL RESPONSIBILITIES.

THE RESPONSIBLE LAND DISTURBER'S SIGNATURE THAT APPEARS ABOVE HAS ONLY BEENPROVIDED AS A CONDITION OF PLAN APPROVAL. THIS INDIVIDUAL TAKES NO RESPONSIBILITYFOR ANY LAND DISTURBING ACTIVITIES RELATED TO THIS PROJECT. THE SITEWORKCONTRACTOR SHALL PROVIDE TO VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATIONTHE NAME OF A RESPONSIBLE LAND DISTURBER WHO SHALL BE RESPONSIBLE FOR LANDDISTURBING ACTIVITIES PRIOR TO APPLYING FOR A LAND DISTURBING PERMIT.

GENERAL

ABBREVIATIONSUTILITY

ABAN

APPROX

BLDG

C/L

CONC

DIA

EL

ELEV

EXIST

FFE

(F)

LOC

LOD

MAX

MIN

MISC

N.I.C.

N.T.S.

O.C.

OSHA

PROP

PSI

REM

R&D

R&R

TYP

UFAS

W/

ABANDON

APPROXIMATE

BUILDING

CENTERLINE

CONCRETE

DIAMETER

ELEVATION

ELEVATION

EXISTING

FINISHED FLOOR ELEVATION

FOUND

LIMIT OF CLEARING

LIMIT OF DISTURBANCE

MAXIMUM

MINIMUM

MISCELLANEOUS

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

PROPOSED

POUNDS PER SQUARE INCH

REMOVE

REMOVE AND DISPOSE

REMOVE AND RESET

TYPICAL

UNIFORM FEDERAL

ACCESSIBILITY STANDARDS

WITH

CO

CI

COND

DMH

DI

DIP

ELEC

ES

EW

FES

FH

FL

HDPE

HH

HYD

MH

INV

I=

PVC

RCP

R.O.W.

R=

SCO

SS

SSCO

SD

SMH

TBM

UC

UE

UP

W

CLEAN OUT

CURB INLET

CONDUIT

DRAIN MANHOLE

DROP INLET

DUCTILE IRON PIPE

ELECTRICAL

END SECTION

END WALL

FLARED END SECTION

FIRE HYDRANT

FLOW LINE

HIGH DENSITY POLYETHYLENE PIPE

ELECTRIC HANDHOLE

HYDRANT

MANHOLE

INVERT ELEVATION

INVERT ELEVATION

POLYVINYLCHLORIDE PIPE

REINFORCED CONCRETE PIPE

RIGHT-OF-WAY

RIM ELEVATION

SANITARY CLEANOUT

SANITARY SEWER

SANITARY SEWER CLEANOUT

STORM DRAIN

SEWER MANHOLE

TEMPORARY BENCHMARK

UNDERGROUND COMMUNICATION

UNDERGROUND ELECTRIC

UTILITY POLE

WATER

GENERAL

1. CONTRACTOR SHALL CONTACT MISS UTILITY AND PRHA AT LEAST 3 WORKING DAYS INADVANCE OF THE PLANNED WORK IN THE RIGHT OF WAYS TO ALLOW TIME FOR MARKING.UTILITIES NOT IN THE PUBLIC RIGHT OF WAY ARE OWNED BY PRHA AND AS SUCH WILL NOT BEMARKED BY MISS UTILITY. THE CONTRACTOR IS RESPONSIBLE FOR HIRING A THIRD PARTYUTILITY MARKING COMPANY TO MARK THOSE UTILITIES AND ALL ASSOCIATED EXPENSES. ALLMARKS MUST BE RESPECTED AND PROTECTED. CONTRACTOR SHALL EXHIBIT CARE WHILEEXCAVATING. UTILITY MARKINGS SHALL BE PAID FOR BY THE CONTRACTOR.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTIONACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.

3. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL FOLLOW DETAIL PROVIDED BY VIRGINIA EROSIONAND SEDIMENT CONTROL HANDBOOK FOR SITE SPECIFIC SEEDING MIXTURES IN ACCORDANCEWITH STANDARD & SPECIFICATION 3.32.

4. WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATEHIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.

5. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTIONNOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POSTBONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS,AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.

6. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'SOPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION ATTHE CONTRACTOR'S EXPENSE.

8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, OR OTHER MEDIA AREENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OFTHE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFYTHE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CANBE TAKEN.

9. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE ANDSHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.

10. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTORAT NO ADDITIONAL COST TO OWNER.

11. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENTADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTINGDAMAGES, IF ANY, AT NO COST TO OWNER.

12. ENGINEER AND ITS CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,DISCOVERY, REMOVAL, ABATEMENT, OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTESOR POLLUTANTS AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS,POLYCHLORINATED BIPHENYL (PCB), DIOXIN, ACID OR ALKALI CHEMICALS, LEAD PAINT, AIRPOLLUTANTS, WATER POLLUTANTS UNDERGROUND STORAGE TANKS OR OTHER DELETERIOUSMATERIALS, ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE,EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE THEREOF OR EXPOSURETHERETO AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER AND ITSCONSULTANTS FROM ANY CLAIM MADE IN CONNECTION THEREWITH, MOREOVER, ENGINEERSHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT THERETO INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL ORABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS SUBSTANCES.

UTILITIES

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATEREPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLYVERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWNDOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATACONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THATADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TOORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANDDETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONSTO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITHEXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THEPUBLIC RIGHT-OF-WAY.

2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTINGCONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED ASINTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELYDETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED INWRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT ANDCONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASESOWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BEWARRANTED TO RESOLVE THE CONFLICT.

3. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYINGFEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC,TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMEDBY CONTRACTOR OR BY THE UTILITIES COMPANY.

LAYOUT AND MATERIALS

1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, OR CENTERLINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.

2. ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET ORRESET BY A PROFESSIONAL LICENSED SURVEYOR.

3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARENOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS'LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FORLAYOUT OF THE PROJECT FEATURES.

4. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALLVERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THEPLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.

5. THE CONTRACTOR SHALL PROVIDE AS-BUILT GRADES FOR ALL WORK IN THE RIGHT-OF-WAY TOTHE RIGHT-OF-WAY DIVISION INSPECTOR FOR REVIEW AND ACCEPTANCE.

EROSION CONTROL

1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFYAPPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ONTHE PLANS AND AS IDENTIFIED IN FEDERAL, STATE AND LOCAL APPROVAL DOCUMENTSPERTAINING TO THIS PROJECT.

2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVESEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORMEVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBEROTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.

3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THATSEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCHSEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT DEPOSIT.

4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALSARE EXPOSED FOR A MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, SEEDED OROTHERWISE STABILIZED TO PREVENT EROSION.

5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEANSEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.

INCIDENTAL CONCRETE

1. ALL CONCRETE SHALL BE CLASS "A-4" AIR ENTRAINED (4,000 PSI) IN ACCORDANCE WITHSECTION 217 OF THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION ROADS AND BRIDGESPECIFICATIONS UNLESS OTHERWISE SPECIFIED.

TRAFFIC CONTROL

1. TEMPORARY PAINT STRIPES SHALL BE 4" WIDE, WHITE, NON-REFLECTIVE TRAFFIC TYPE.PERMANENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL TYPE B, CLASS I. STANDARDSTO BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) &VDOT SPECIFICATIONS.

NOTES1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE HAMPTON ROADS

PLANNING DISTRICT COMMISSION (HRPDC) REGIONAL STANDARDS, CURRENT EDITION, ASAMENDED BY THE CITY OF PORTSMOUTH SPECIAL PROVISIONS AND ANY OTHER APPLICABLECITY ORDINANCE OR CODE.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES, WHICHLIE IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION OR CONSTRUCTION. ANYCHANGES TO THE PROPOSED UTILITY ALIGNMENTS SHALL BE SUBMITTED BY THE PROJECTENGINEER AS A PLAN REVISION TO THE ENGINEERING DEPARTMENT FOR APPROVAL ASREQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS EXPENSE, OFALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL USE ONLY APPROVED MATERIAL IN THE BACKFILL OF UTILITYTRENCHES.

4. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO WITHIN 0.33' OF FINALSUBGRADE ELEVATION AND GRADED TO DRAIN. EXCESS MATERIAL SHALL BE REMOVED AT THECONTRACTOR'S EXPENSE. ALL FINISHED SLOPES IN UTILITY EASEMENTS OR IN RIGHT-OF-WAYNOT SUBJECT TO PAVING SHALL BE RESTORED WITH TOPSOIL AND SEED IN ACCORDANCEWITH THE CURRENT HRPDC AND CITY OF PORTSMOUTH SPECIFICATIONS AND SHALL NOTEXCEED THE MAXIMUM AS FOLLOWS - CUT SLOPE 4:1, FILL SLOPE 4:1.

5. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE TO RELIEVE AREAS THAT MAYCAUSE DAMAGE TO ROADWAYS. ADDITIONAL EROSION PROTECTION AND SEDIMENT CONTROLSHALL ALSO BE SET IN PLACE DURING CONSTRUCTION AS DIRECTED BY THE CITY OFPORTSMOUTH, THE HRPDC REGIONAL STANDARDS, AND VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK.

6. ALL CONCRETE IN THE RIGHT OF WAY SHALL BE CLASS “A4” AIR ENTRAINED (4,000 PSI) UNLESSNOTED OTHERWISE.

7. ALL STORM DRAIN PIPE SHALL BE AS SPECIFIED ON THE PLAN SHEETS AND SHALL CONFORMTO CURRENT CITY OF PORTSMOUTH STANDARDS. ALL PIPES SHALL BE REINFORCEDCONCRETE TONGUE AND GROOVE.

8. ALL STORM DRAIN PIPE JOINTS SHALL BE DOUBLE-WRAPPED WITH 24” WIDE GEOTEXTILEFABRIC PER CITY STANDARDS.

9. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL CALL “MISS UTILITY” AT1-800-552- 7001 OR 811. IN ADDITION, THE CONTRACTOR SHALL CALL THE OFFICES OF ANY ANDALL PUBLIC OR PRIVATE UTILITIES AND REQUEST MARKING THE LOCATION OF UTILITIES THATMAY EXIST AND CROSS THROUGH THE CONSTRUCTION AREA, WHETHER OR NOT SAIDUTILITIES ARE SHOWN ON THESE PLANS. UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS INADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF THEIR UTILITIES. THE CONTRACTOR ISRESPONSIBLE FOR THE REPAIR, AT HIS EXPENSE, FOR ANY DAMAGE CAUSED TO UTILITIESDURING CONSTRUCTION.

10. ALL STORM SEWER PIPES, DROP INLETS AND CATCH BASINS SHALL BE CLEANED OF DEBRISAND ERODING MATERIAL DURING THE LAST STAGE OF CONSTRUCTION.

11. AN APPROVED INLET FILTER SHALL BE PLACED AROUND ALL EXISTING AND PROPOSEDDRAINAGE INLETS.

12. ANY DEFECTIVE, FAULTY, CRACKED, OR BROKEN WALKS, DRIVEWAYS, HANDICAPPED RAMPSOR CURB AND GUTTER, AS DETERMINED BY THE ENGINEER, SHALL BE REMOVED ANDREPLACED TO THE NEAREST JOINT PRIOR TO FINAL ACCEPTANCE AT NO ADDITIONAL EXPENSETO THE CITY. PATCHING IS NOT ACCEPTABLE.

13. FRAMES AND COVERS FOR SEWER MANHOLES AND DRAINAGE STRUCTURES SHALL BE MADEBY CAPITAL FOUNDRY, DEWEY BROTHERS, OR APPROVED EQUAL.

14. ALL CURB AND WALKS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT.PATCHING IS NOT ACCEPTABLE.

15. RELOCATION, REMOVAL AND/OR REPLACEMENT OF ALL PERMANENT SIGNS SHALL BECOORDINATED WITH THE DEPARTMENT OF TRAFFIC ENGINEERING.

16. ALL CONCRETE DRIVES SHALL BE 7” THICK MINIMUM FROM ROADWAY TO THE RIGHT-OF-WAY.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING TO THE NEAREST JOINT ANDREPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC.,THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

18. WHEN MATERIALS WHICH ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHERROADWAY PURPOSES OCCUR WITHIN THE LIMITS OF STREET CONSTRUCTION, THECONTRACTOR SHALL BE REQUIRED TO EXCAVATE SUCH MATERIALS BELOW THE GRADESHOWN ON PLANS. THE EXCAVATED AREAS SHALL BE BACK FILLED WITH APPROVED SUITABLEMATERIALS. THE EXTENT OF UNDERCUTTING AND BACKFILLING SHALL BE APPROVED BY THEENGINEERING DEPARTMENT, CITY OF PORTSMOUTH, VIRGINIA.

19. REPLACEMENT OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN. ANYDEVIATION FROM THE APPROVED PLAN SHALL BE APPROVED BY THE ENGINEERINGDEPARTMENT, CITY OF PORTSMOUTH, VIRGINIA.

20. MAXIMUM ALLOWABLE SLOPES ON DRIVEWAYS SHALL BE 12:1. DRIVEWAYS SHALL BE PLACEDTO NEAREST JOINT. ALL DRIVES SHALL BE CONCRETE IN THE RIGHT-OF-WAY.

21. ALL WATER METERS AND SANITARY SEWER CLEANOUTS MUST BE SET BEHIND THE CURBWITHIN THE CITY RIGHT-OF-WAY.

22. WATER SERVICE LINES BETWEEN THE WATER MAIN AND THE METER SHALL BE TYPE K COPPER.

23. ALL NEW SANITARY SEWER PIPE IN THE RIGHT OF WAY SHALL BE PVC C-900.

24. ALL NEW SIDEWALKS IN THE RIGHT OF WAY SHALL BE MINIMUM 5-FOOT WIDE.

25. A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK IN THE RIGHT-OF-WAY.

26. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED FOR WORK IN THE RIGHT-OF-WAY. ALLTRAFFIC CONTROL SHALL ADHERE TO THE LATEST EDITION OF THE VIRGINIA WORK AREAPROTECTION MANUAL.

27. ACCESS TO PARCELS IMPACTED BY CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES.

28. THE CONTRACTOR SHALL NOT LEAVE THE WORK ZONE UNATTENDED WITH OPEN TRENCHES.

29. ALL CONSTRUCTION SITES, TO INCLUDE LAY DOWN AREA, SHALL BE RESTORED TO THEIRORIGINAL CONDITION IF NOT BETTER. IT IS RECOMMENDED THAT THE CONTRACTOR TAKEBEFORE AND AFTER PICTURES OF THE CONSTRUCTION SITE FOR RESTORATION PURPOSES.

30. AFTER NORMAL WORKING HOURS AND DURING INCLEMENT WEATHER, THE CONTRACTOR ISREQUIRED TO MONITOR THE TRAFFIC CONTROL DEVICES TO ENSURE THEY ARE INTACT,OPERATING CORRECTLY, AND IN THE RIGHT LOCATION FOR THE PURPOSE OF PUBLIC SAFETY.

31. ALL TREES AND SHRUBS SHALL BE PLANTED SO THAT THE TRUNK DOES NOT EXTEND INTO THEROW AT MATURITY.

CITY OF PORTSMOUTHSITE PLAN GENERAL NOTES

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(M.B. 4, PG 77)

IRFAREA DEMOLISHED AS A PARTOF LEXINGTON PHASE 1 PLAN

NOTES:

1. HORIZONTAL DATUM IS BASED UPON VIRGINIA STATE PLANE COORDINATESYSTEM OF 1983, SOUTH ZONE NAD83/1994.

2. VERTICAL DATUM IS NAVD88, CONTROL STATION HELD IS CITY OF PORTSMOUTHDISK STATION GPS60-56, ELEV.=11.23'.

3. THIS FIELD RUN SURVEY WAS PERFORMED BY PENNONI ASSOCIATES, IN JULY,2015.

4. UNDERGROUND UTILITY RESEARCH WAS PERFORMED FOR THIS SURVEY BYMISS UTILITY. GAS MARKED AS PER 48HR MISS UTILITY TICKET #B518900242-00B,SEPARATE MISS UTILITY DESIGN TICKET IS REQUIRED AND NOTED BELOW.

5. OTHER UNDERGROUND UTILITIES ARE TO BE RESEARCHED AND MARKED BYAUGUST 21, 2015 AS PER MISS UTILITY DESIGN TICKET #A521101693-00A.

6. DUE TO DEMOLITION AND PREVIOUS SURVEY INFORMATION, THE AREABETWEEN BUILDINGS WAS NOT SURVEYED IN ITS ENTIRETY DURING THE 2015SURVEY.

7. CERTAIN INTERIOR GRAVITY SYSTEMS WERE NOT INVESTIGATED BASED ONDESIGN NEEDS

SURVEY CERTIFICATION

THIS TOPOGRAPHIC SURVEY COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KEVIN B.WOOD, LS FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; AND THE ORIGINAL DATAWAS OBTAINED IN JULY 2015 AND THIS TOPOGRAPHIC SURVEY MEETS MINIMUM ACCURACY STANDARDSUNLESS OTHERWISE NOTED.

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(D.B. 728, PG. 55)

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(M.B. 1, PG 89; M.B. 2, PG. 1)

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SEE SHEET CS0201 FORADDITIONAL INFORMATION

NOTE:

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STORMWATER PIPES AND STRUCTURES TOREMAIN PROTECT DURING DEMOLITION

IF THE SERVICE TO THE METER IS 2” OR LESS INDIAMETER, IT MUST BE SEPARATED FROM THECORPORATION STOP. IF THE CORPORATION STOP ISLEAKING, THE CONTRACTOR IS REQUIRED TO REMOVETHE TAP AND INSTALL A FULL CIRCLESTAINLESS-STEEL BAND ON THE MAIN. IF SERVICE IS4” OR GREATER, THE VALVE IS TO BE REMOVED FROMTHE TEE AND THE TEE PLUGGED. FOR LEADED TEES,CUT OUT THE TEE AND INSTALL A SECTION OF PIPEMATCHING DIAMETER TO THE MAIN, SLEEVED IN WITHSOLID SLEEVES. SEE NOTES 4A AND 4B.

DEMO AND REMOVE EXIST BUILDINGAND FOUNDATION (TYP)

DEMO AND REMOVEEXIST SIDEWALK (TYP)

TP

STORMWATER PIPES ANDSTRUCTURES TO REMAIN

PROTECT DURING DEMOLITION

REMOVE CONC/ASPHALT PARKING ANDROADWAYS INCLUDING CURB, GUTTER,

AND BASE STONE MATERIAL (TYP)

EXIST FENCE TO REMAINPROTECT DURING CONSTRUCTION

APPROX LOCATIONOF IRRIGATION WELL

CONTRACTOR TOLOCATE AND

PROTECT DURINGDEMOLITION

REMOVE EXISTLOW PICKET FENCE

SIDEWALK TO REMAINPROTECT DURING DEMOLITION

CP

INSTALL CULVERT PROTECTIONFOLLOWING THE REMOVAL OF

STORM PIPES

GRAHAM STREET


(M.B. 4, PG 77)

IRF

PLL

STRUCTURE TO BEREMOVED

SC

TREE/SHRUB TO BEREMOVED

PAVEMENT SAW-CUT LINE

UTILITYTO BE REMOVED

DEMOLITION LEGEND

TREES/SHRUBS TO BEREMOVED IN THIS AREA

BUILDING TO BEREMOVED

EROSION AND SEDIMENT CONTROL LEGEND

REMOVECONC/ASPHALT

SAFETY FENCE WITHWIND/PRIVACY SCREEN

PROJECT LIMIT LINE

DRAINAGE AREA LIMITS

FENCE TO BE REMOVED

NO TITLE KEY SYMBOL

3.01

3.02

3.05

3.07

3.32

3.38 TREE PROTECTION

PERMANENT SEEDING

INLET PROTECTION

SILT FENCE

TEMPORARY STONECONSTRUCTIONENTRANCE

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1. SEWER LATERALS ARE REQUIRED TO BE PLUGGED WITH A FLEXIBLE, EXPANDABLE SYNTHETIC ORNATURAL RUBBER SEWER PLUG BACKED BY 3,000 PSI CONCRETE (A CONCRETE PLUG IS NO LONGERACCEPTABLE). THE INSPECTION FEE IS $25.00

2. PLUG SEWER LATERALS BEHIND THE CURB LINE IN THE RIGHT-OF-WAY. DO NOT PLUG THE LATERALNEXT TO THE BUILDING. CALL FOR INSPECTION AFTER PLUGGING THE LATERAL. CONTACT SHELTONMORTON AT (757) 393-8561 x 5820

3. A DEMOLITION PERMIT IS ACQUIRED FROM THE PUBLIC UTILITIES BUSINESS OFFICE- 2ND FLOOR CITYHALL #801 CRAWFORD STREET, PORTSMOUTH, VA. 23704. TELEPHONE (757) 393-8524.

4a. RESIDENTIAL - SEWER AND WATER CAP PERMIT FEES MUST BE PAID @ THE PUBLIC UTILITIESBUSINESS OFFICE, SECOND FLOOR, 801 CRAWFORD STREET, PRIOR TO START OF DEMOLITION. ANAPPROVED DEMOLITION PLAN IS REQUIRED. THE WATER SERVICE MUST BE CUT LOOSE ON THECUSTOMER'S SIDE OF THE METER AND INSPECTED BY PUBLIC UTILITIES INSPECTION STAFF. PUBLICUTILITIES INSPECTION STAFF WILL ALSO DETERMINE IF THE EXISTING SERVICE CAN BE RE-USED. IFTHE EXISTING WATER SERVICE CANNOT BE RE-USED, THE DEMOLITION CONTRACTOR WILL BERESPONSIBLE FOR KILLING THE OLD SERVICE AT THE MAIN BY TURNING OFF THE CORPORATIONSTOP AND PHYSICALLY SEPARATING THE SERVICE FROM THE TAP (CORPORATION STOP). IF THE OLDSERVICE IS NOT REMOVED IT MUST BE CRIMPED ON EACH END. VALVES, METER VAULTS, SETTERSAND OTHER APPURTENANCES MUST BE REMOVED PER PUBLIC UTILITIES DIRECTION.

4b. COMMERCIAL - SEWER AND WATER CAP PERMIT FEES MUST BE PAID @ THE PUBLIC UTILITIESBUSINESS OFFICE, SECOND FLOOR, 801 CRAWFORD STREET, PRIOR TO THE START OF DEMOLITION.AN APPROVED DEMOLITION PLAN IS REQUIRED. THE WATER SERVICE MUST INITIALLY BE CUT LOOSEON THE CUSTOMER'S SIDE OF THE METER AND INSPECTED BY PUBLIC UTILITIES INSPECTION STAFF.PUBLIC UTILITIES INSPECTION STAFF WILL ALSO DETERMINE IF THE EXISTING SERVICE CAN BERE-USED.

ANY UPGRADE IN THE SERVICE SIZE REQUIRES ABANDONMENT /REMOVAL OF THE OLD EXISTINGDOMESTIC AND/OR FIRE SERVICES TO INCLUDE REMOVAL OF THE METER VAULT, VALVES, SETTERSAND ALL APPURTENANCES RELATED TO THE WATER SERVICE, ACCORDING TO HRPDC STANDARDSAND PORTSMOUTH'S SPECIAL PROVISIONS.

PUBLIC UTILITIES DEMOLITION NOTES

1. DISPOSE OF ALL CONSTRUCTION DEBRIS IN A LAWFULMANNER OFFSITE.

2. SEE SHEET CS0502 FOR ADDITIONAL NOTES

3. CONTRACTOR TO COORDINATE DEMOLITION OFUTILITIES WITH APPROPRIATE COMPANIES; POWERLINES WITH DOMINION ENERGY, COMMUNICATION LINESWITH VERIZON OR COX, AND GAS LINES WITH COLUMBIAGAS

NOTES

CE PLL

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IP

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PS

PS

PS

SAF

SAF

SF

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ABANDON SANITARY SEWER IN PLACE AND CAPREMOVE TOP 3' OF MH STRUCTURES AND FILL WITH SANDFILL PIPES WITH FLOWABLE FILL

REMOVE CONC/ASPHALT PARKING ANDROADWAYS INCLUDING CURB, GUTTER,AND BASE STONE MATERIAL (TYP)

EXIST FENCE TO REMAINPROTECT DURING CONSTRUCTION

SIDEWALK TO REMAINPROTECT DURING DEMOLITION

SAFETY FENCE WITH GATE

IF THE SERVICE TO THE METER IS 2” OR LESS IN DIAMETER,IT MUST BE SEPARATED FROM THE CORPORATION STOP. IFTHE CORPORATION STOP IS LEAKING, THE CONTRACTOR ISREQUIRED TO REMOVE THE TAP AND INSTALL A FULLCIRCLE STAINLESS-STEEL BAND ON THE MAIN. IF SERVICEIS 4” OR GREATER, THE VALVE IS TO BE REMOVED FROMTHE TEE AND THE TEE PLUGGED. FOR LEADED TEES, CUTOUT THE TEE AND INSTALL A SECTION OF PIPE MATCHINGDIAMETER TO THE MAIN, SLEEVED IN WITH SOLID SLEEVES.SEE NOTES 4A AND 4B.


NOW OR FORMERLY

KATHLEEN W. RODGERS

(D.B. 728, PG. 55)

COLUMBUS AVENUE

(EX. 20' R/W, PROP. 60' R/W)

(M.B. 1, PG 89; M.B. 2, PG. 1)

DEEP

CRE

EK B

LVD.

(VAR

IABL

E WIDTH

R/W

,)

NOW OR FORMERLY

"PIEDMONT HEIGHTS"

(M.B. 1, PG. 98)

FORMERLY

"ELISABETH"

EX. 20' R/W

IPF

IRF

IRF

IRF

PLL

STRUCTURE TO BEREMOVED

SC

TREE/SHRUB TO BEREMOVED

PAVEMENT SAW-CUT LINE

UTILITYTO BE REMOVED

DEMOLITION LEGEND

TREES/SHRUBS TO BEREMOVED IN THIS AREA

BUILDING TO BEREMOVED

EROSION AND SEDIMENT CONTROL LEGEND

REMOVECONC/ASPHALT

SAFETY FENCE WITHWIND/PRIVACY SCREEN

PROJECT LIMIT LINE

DRAINAGE AREA LIMITS

FENCE TO BE REMOVED

NO TITLE KEY SYMBOL

3.01

3.02

3.05

3.07

3.32

3.38 TREE PROTECTION

PERMANENT SEEDING

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SILT FENCE

TEMPORARY STONECONSTRUCTIONENTRANCE

SAF

CE

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1. SEWER LATERALS ARE REQUIRED TO BE PLUGGED WITH A FLEXIBLE, EXPANDABLE SYNTHETIC ORNATURAL RUBBER SEWER PLUG BACKED BY 3,000 PSI CONCRETE (A CONCRETE PLUG IS NO LONGERACCEPTABLE). THE INSPECTION FEE IS $25.00

2. PLUG SEWER LATERALS BEHIND THE CURB LINE IN THE RIGHT-OF-WAY. DO NOT PLUG THE LATERALNEXT TO THE BUILDING. CALL FOR INSPECTION AFTER PLUGGING THE LATERAL. CONTACT SHELTONMORTON AT (757) 393-8561 x 5820

3. A DEMOLITION PERMIT IS ACQUIRED FROM THE PUBLIC UTILITIES BUSINESS OFFICE- 2ND FLOOR CITYHALL #801 CRAWFORD STREET, PORTSMOUTH, VA. 23704. TELEPHONE (757) 393-8524.

4a. RESIDENTIAL - SEWER AND WATER CAP PERMIT FEES MUST BE PAID @ THE PUBLIC UTILITIESBUSINESS OFFICE, SECOND FLOOR, 801 CRAWFORD STREET, PRIOR TO START OF DEMOLITION. ANAPPROVED DEMOLITION PLAN IS REQUIRED. THE WATER SERVICE MUST BE CUT LOOSE ON THECUSTOMER'S SIDE OF THE METER AND INSPECTED BY PUBLIC UTILITIES INSPECTION STAFF. PUBLICUTILITIES INSPECTION STAFF WILL ALSO DETERMINE IF THE EXISTING SERVICE CAN BE RE-USED. IFTHE EXISTING WATER SERVICE CANNOT BE RE-USED, THE DEMOLITION CONTRACTOR WILL BERESPONSIBLE FOR KILLING THE OLD SERVICE AT THE MAIN BY TURNING OFF THE CORPORATIONSTOP AND PHYSICALLY SEPARATING THE SERVICE FROM THE TAP (CORPORATION STOP). IF THE OLDSERVICE IS NOT REMOVED IT MUST BE CRIMPED ON EACH END. VALVES, METER VAULTS, SETTERSAND OTHER APPURTENANCES MUST BE REMOVED PER PUBLIC UTILITIES DIRECTION.

4b. COMMERCIAL - SEWER AND WATER CAP PERMIT FEES MUST BE PAID @ THE PUBLIC UTILITIESBUSINESS OFFICE, SECOND FLOOR, 801 CRAWFORD STREET, PRIOR TO THE START OF DEMOLITION.AN APPROVED DEMOLITION PLAN IS REQUIRED. THE WATER SERVICE MUST INITIALLY BE CUT LOOSEON THE CUSTOMER'S SIDE OF THE METER AND INSPECTED BY PUBLIC UTILITIES INSPECTION STAFF.PUBLIC UTILITIES INSPECTION STAFF WILL ALSO DETERMINE IF THE EXISTING SERVICE CAN BERE-USED.

ANY UPGRADE IN THE SERVICE SIZE REQUIRES ABANDONMENT /REMOVAL OF THE OLD EXISTINGDOMESTIC AND/OR FIRE SERVICES TO INCLUDE REMOVAL OF THE METER VAULT, VALVES, SETTERSAND ALL APPURTENANCES RELATED TO THE WATER SERVICE, ACCORDING TO HRPDC STANDARDSAND PORTSMOUTH'S SPECIAL PROVISIONS.

PUBLIC UTILITIES DEMOLITION NOTES

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6CS0502

NOTES1. CONTRACTOR SHALL COORDINATE REMOVAL AND ABANDONMENT OF EXIST UTILITIES WITH THE CITY OF

PORTSMOUTH DEPARTMENT OF PUBLIC UTILITIES AND PRIVATE UTILITY OWNERS; VERIZON OR COX FORCOMMUNICATION LINES, DOMINION ENERGY FOR POWER LINES, AND COLUMBIA NATURAL GAS FOR GASLINES.

2. CONTRACTOR TO DISCONNECT THE EXISTING OVERHEAD POWER TO THE BUILDINGS. CONTRACTOR TOCOORDINATE THE REMOVAL OF OVERHEAD POWER LINES BACK TO THE EXISTING POWER LINES WITHDOMINION ENERGY.

3. DISPOSE OF ALL CONSTRUCTION DEBRIS IN A LAWFUL MANNER OFFSITE.

4. UNLESS OTHERWISE SPECIFIED, ALL TREES AND SHRUBS WITHIN THE PROJECT LIMITS SHALL BE CLEARED,GRUBBED, AND DISPOSED OF OFFSITE. VOIDS FROM THE TREE STUMPS SHALL BE BACKFILLED WITH SELECTMATERIAL OR AS DIRECTED BY THE OWNER OR THEIR REPRESENTATIVE

5. UPON REMOVAL OF ALL SANITARY SEWER MANHOLES AND DRAINAGE STRUCTURES, REMAINING VOIDSSHALL BE BACKFILLED WITH SELECT FILL OR AS DIRECTED BY THE OWNER OR THEIR REPRESENTATIVE.

6. UNLESS OTHERWISE NOTED, EXISTING STORM SEWERS, WATER MAINS, AND SANITARY SEWERS SHALL BEPLUGGED AT THE LIMITS OF DEMOLITION.

7. UNLESS OTHERWISE SPECIFIED, EXISTING CURB, GUTTER, AND SIDEWALKS SHALL BE REMOVED TO THENEAREST CONSTRUCTION JOINT. ANY CRACKED SIDEWALK AND CURBING IN THE RIGHT-OF-WAY ADJACENTTO THE SITE SHALL BE REMOVED AND REPLACED TO THE NEAREST JOINT PRIOR TO THE ACCEPTANCE OFNEW CONSTRUCTION. THIS INCLUDES PRE-EXISTING DAMAGE.

8. BRICK AND MORTAR SHALL BE UTILIZED FOR PLUGGING OF EXISTING UTILITIES. IF A WATER MAIN IS TO BECUT AND PLUGGED WHICH WILL REMAIN UNDER PRESSURE, A RESTRAINED CAP SHALL BE INSTALLED ANDRODDED TO THE CLOSEST FITTING.

9. UNLESS OTHERWISE SPECIFIED, ALL PAVEMENTS, CONCRETE CURB AND GUTTER, SIDEWALKS ETC. SHALLBE SAWCUT AT THE LIMITS OF DEMOLITION.

10. CONTRACTOR TO REMOVE ANY IRRIGATION LOCATED DURING DEMOLITION EXCEPT FOR IRRIGATION WELL;APPROX LOCATION SHOWN ON CS0501

11. CONTRACTOR TO REMOVE STONE BEDDING UNDERNEATH BUILDING PADS, SIDEWALKS, AND ROADS.RECORDS INDICATE THAT THE ROAD SURFACES HAVE APPROXIMATELY 11

2" OF ASPHALT OVER 8 - 10" OFCONCRETE ABOVE STONE. SEE DETAIL.

12. IF THE SERVICE TO THE METER IS 2” OR LESS IN DIAMETER, IT MUST BE SEPARATED FROM THECORPORATION STOP. IF THE CORPORATION STOP IS LEAKING, THE CONTRACTOR IS REQUIRED TO REMOVETHE TAP AND INSTALL A FULL CIRCLE STAINLESS-STEEL BAND ON THE MAIN. IF SERVICE IS 4” OR GREATER,THE VALVE IS TO BE REMOVED FROM THE TEE AND THE TEE PLUGGED. FOR LEADED TEES, CUT OUT THETEE AND INSTALL A SECTION OF PIPE MATCHING DIAMETER TO THE MAIN, SLEEVED IN WITH SOLID SLEEVES.SEE NOTES 4A AND 4B.

APPROX 8 - 10" OF CONC

APPROX 112" OF ASPHALT

STONE BEDDING

ROAD CROSS SECTION PER RECORDSNOT TO SCALE

GRAHAM STREET


(M.B. 4, PG 77)

IRF AREA DEMOLISHED AS A PARTOF LEXINGTON PHASE 1 PLAN

11.9

11.3

10.2

10.5

11.3 HP

10.5

10.2

10.9 HP

10.0

10.3

12.0

12.7 HP

11.6

11.6

11.1

12.2

12.2

12.2

12.1

12.1

12.4 HP

12.7

12.0

11.8

11.7

12.012.4

12.712.612.5 HP

12.4

11.5

8.0

9.3

7.1

10.1

11.5

11.5

11.3

11.0 MG11.0 MG11.0 MG11.5 MG11.8 MG11.8 MG11.7 MG11.5 MG11.8 MG12.0 MG12.2 MG12.0 MG

12.5 MG

12.1 MG

11.9 MG

11.6 MG

11.0 MG

11.5 MG

11.6 MG

11.4 MG

11.4 MG

11.3 MG

11.0 MG

10.9 MG

11.0 MG

11.5 MG

11.5 MG

10.5 MG

10.5 MG

11.0 MG

11.0 MG

10.0 MG

10.0 MG

10.9 MG

10.1 MG

12.7 HP

10.0

11.5

10.9

12.5

12.5

11

11

10

10

11

1211

10

11

12

11

11

12

12

11

10

11

12

11

11

10

12

12

11

10

9

8

12

11

10

9

12

12

12

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

RIDGE LINE

RIDGE LINE

RIDGE LINE

RIDGE LINE

SWALE @ 1.01%

SWALE @ 0.50%

SWALE @ 0.50%

SWALE @ 0.70%

SWALE @ 0.96%

SWALE @ 0.50%

SWALE @ 0.50%

SWALE @ 1.00%

SWALE @ 1.00%

RID

GE LIN

E

RIDGE LINE

RIDGE LINE

RIDGE LINE

RIDGE LINE

RIDGE LINE

INLET AREA = 0.58 AC

IP



INLET AREA= 0.54 AC

CP

SWALE @ 2.08%

INLET AREA= 0.54 AC

INLET AREA= 0.54 AC

INLET AREA= 0.54 AC

INLET AREA= 0.70 AC

INLET AREA= 0.80 AC

INLET AREA= 0.39 AC

12.5SPOT GRADE

DRAINAGE DIRECTION

HPHIGH POINT

SWALE

LEGEND

PROPOSED CONTOUR

MATCH GRADE

12

MG

RIDGE LINE

1" = 30'

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1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE LEFT IN PLACE UNTIL ENTIRE SITE HASBEEN SATISFACTORILY STABILIZED AS DETERMINED BY THE CITY.

2. LEXINGTON PHASE 1 DEMOLITION BY OTHERS. COORDINATE GRADING ALONG THE BORDER OF PHASE1 WITH EXISTING CONDITIONS. GRADE TO DRAIN.

3. STRIP 3" TO 4" OF SOIL FROM THE SITE AND ADD TOPSOIL TO THE SITE AREA BEFORE PERMANENTSEEDING OCCURS

NOTES

VAR

IES

SEE

PLAN

TYPICAL SWALE CROSS SECTIONPENNONI

NTS

31

10.00'

NOW OR FORMERLY

KATHLEEN W. RODGERS

(D.B. 728, PG. 55)

COLUMBUS AVENUE

(EX. 20' R/W, PROP. 60' R/W)

(M.B. 1, PG 89; M.B. 2, PG. 1)

DEEP

CRE

EK B

LVD.

(VAR

IABL

E WIDTH

R/W

,)

NOW OR FORMERLY

"PIEDMONT HEIGHTS"

(M.B. 1, PG. 98)

FORMERLY

"ELISABETH"

EX. 20' R/W

IRF

IRF

IRF


10.1 10.3

10.4

10.5 MG

10.5 MG

9.8

11.5

11.7

10.1

10.9 MG

10.7 MG11.1 MG11.0 MG

10.0 MG

10.9 MG

11.0 MG

11.4 MG

11.3 MG

12.0 MG

11.0 MG

11.0 MG

10

11

10

10

11

IP

IP

IP

RIDGE LINE

SWALE @ 0.55%

SWALE @ 1.01%

RIDGE LINE

PROP SIDEWALKJOIN WITH EXIST SIDEWALK

CONNECT TO NEW SIDEWALKAT PHASE 1

12.5SPOT GRADE

DRAINAGE DIRECTION

HPHIGH POINT

SWALE

LEGEND

PROPOSED CONTOUR

MATCH GRADE

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8CS1502

1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE LEFT IN PLACE UNTIL ENTIRE SITE HASBEEN SATISFACTORILY STABILIZED AS DETERMINED BY THE CITY.

2. LEXINGTON PHASE 1 DEMOLITION BY OTHERS. COORDINATE GRADING ALONG THE BORDER OF PHASE1 WITH EXISTING CONDITIONS. GRADE TO DRAIN.

NOTES

N.T.S.

1/4" JOINTEXPANSION

(TYP)TOOLED EDGE

(OPTIONAL)JOINT SEALANTBITUMINOUS

1/2"

3/8"

1/8"

TYPICAL CONTRACTION JOINT

TYPICAL EXPANSION JOINT

50'-0" (MAX.)

5'-0"

5'-0" 4"

TOOLEDEDGE(TYP.)

5'-0" (MIN.)

MATERIAL

NOTES:1. FOR SIDEWALK REPAIR, REPLACE

CONCRETE TO THE NEARESTCONSTRUCTION JOINT.

2. AT DRIVEWAY APRONS SIDEWALKS ARETO MATCH APRON THICKNESS

3. PROVIDE 2% MAX. CROSS-SLOPE FORDRAINAGE TOWARD ROADWAY.

City of Norfolk Department of Public Works

STANDARD SIDEWALK

AS SHOWN

CURB INLET

MINIMUM 1 FOOT OVERLAP2.0 MATERIALS

2.1 GUTTERBUDDY™

THE GUTTERBUDDY™ SHALL BE SYNTHETIC FILTER MANUFACTURED FROM RECYCLED SYNTHETIC FIBERS.

2.1.1 THE GUTTERBUDDY™ WILL BE MANUFACTURED TO BE9" IN DIAMETER AND ARE AVAILABLE IN 4', 6', 8', 10', 12'14' AND 16' LENGTHS AND A MINIMUM OFTWENTY-FOUR (24) INCHES LONGER THAN THE CURB INLETOPENING. THIS WILL ALLOW FOR SUFFICIENT LENGTH TOCOVER THE INLET WITH TWELVE (12) INCHES BEYOND THEINLET ON BOTH ENDS.

3.0 CONSTRUCTION SEQUENCE

3.1 GENERAL

3.1.1 INSTALL THE GUTTERBUDDY™ IN FRONT OF THE CURBINLET OPENING. EACH END OF THE GUTTERBUDDY™SHOULD OVERLAP THE CURB INLET APPROXIMATELY 12".

GUTTERBUDDY™ SPECIFICATION FOR CURB GUTTER STORM DRAINS

1.0 DESCRIPTION

1.1 THIS WORK SHALL CONSIST OF FURNISHING,PLACING, MAINTAINING AND REMOVING THEGUTTERBUDDY™ SEDIMENT CONTROL DEVICE ASDIRECTED BY THE ENGINEER AND AS SHOWN ONTHE CONTACT DRAWINGS. THE GUTTERBUDDY™SEDIMENT CONTROL IS SYSTEM DISTRIBUTED BY:

ACF ENVIRONMENTAL, INC.2831 CARDWELL ROAD

RICHMOND, VIRGINIA 23234PHONE: 800-448-3636 FAX: 804-743-7779

www.acfenvironmental.com

3.1.2 THE GUTTERBUDDY™ SHOULD BE CLEANED IFA VISUAL INSPECTION SHOWS SILT AND DEBRIS BUILD UP AROUND THE GUTTERBUDDY™.

3.1.3 TO REMOVE THE GUTTERBUDDY™, LIFT OUT OFTHE OPENING.

3.1.4 THE GUTTERBUDDY™ IS REUSABLE. ONCE THECONSTRUCTION PROJECT IS COMPLETE AND IT ISNO LONGER NEEDED FOR SEDIMENT CONTROL,REMOVE, CLEAN, AND STORE OUT OF SUNLIGHTUNTIL NEEDED ON THE NEXT PROJECT.

3.1.5 POUNDING IS LIKELY IF SEDIMENT IS NOTREMOVED REGULARLY. INSPECTION OFGUTTERBUDDY™ SHOULD BE ON A REGULARBASIS AND IMMEDIATELY AFTER MAJOR RAINEVENTS.

4.0 BASIS OF PAYMENT

4.1 THE PAYMENT FOR ANY GUTTERBUDDY™ USEDDURING THE CONSTRUCTION IS TO BE INCLUDEDIN THE BID OF THE OVERALL EROSION ANDSEDIMENT CONTROL PLAN AND PRICED BY THELINEAR FOOT.

PENNONIN.T.S.

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PROJECT DESCRIPTIONTHE PROPOSED SITE IMPROVEMENTS FOR LEXINGTON PHASE 2 DEMOLITION INCLUDES THE DEMOLITIONOF THE 18 EXISTING BUILDINGS AND REMOVAL OF TREES AND SHRUBS. THE SITE IS BOUNDED BY DALEHOMES TO THE NORTH, COLUMBUS AVE TO THE EAST, LEXINGTON PHASE 1 TO THE SOUTH, AND GRAHAMSTREET TO THE WEST. THE SITE IS CURRENTLY ZONED URH (URBAN RESIDENTIAL - HIGH).

THE SITE IS CURRENTLY DEVELOPED WITH TOWNHOUSES AND ASSOCIATED UTILITIES, SIDEWALKS, AND AROAD LOOP RUNNING THROUGH THE SITE. STORMWATER SHEET FLOWS INTO CURB AND DROP INLETSCONNECTED TO A CLOSED STORMWATER SYSTEM.

EXISTING SITE CONDITIONS

THE SITE IS LOCATED IN FLOOD ZONE X UNSHADED (AREAS OUTSIDE THE 0.2% ANNUAL CHANCEFLOODPLAIN).ELEVATIONS RANGE FROM ELEVATION 9.40 FEET TO ELEVATION 12.70 FEET (NAVD 1988) CITY OFPORTSMOUTH.

THE SOIL TYPES IN THIS SITE AREA ARE AUGUSTA-URBAN LAND COMPLEX AND TOMOTLEY-URBAN LANDCOMPLEX.

ADJACENT PROPERTY

THE ADJACENT PROPERTIES SURROUNDING THE SITE CONSIST OF MULTIFAMILY HOUSING TO THE NORTHZONED URH (URBAN RESIDENTIAL - HIGH), SINGLE FAMILY HOMES TO THE EAST AND WEST ZONED UR(URBAN RESIDENTIAL), AND RECENTLY DEMOLISHED EMPTY LOTS TO THE SOUTH ZONED URH (URBANRESIDENTIAL - HIGH).

CRITICAL EROSION AREAS

THERE ARE NO CRITICAL EROSION AREAS IDENTIFIED ON THE PROJECT SITE WITH RESPECT TO HIGHLYERODIBLE SOILS OR STEEP SLOPES WITHIN THE PROPOSED LIMITS OF CONSTRUCTION.

EROSION AND SEDIMENT CONTROL MEASURES

ALL STRUCTURAL AND VEGETATIVE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BECONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992. THE FOLLOWING EROSION ANDSEDIMENTATION CONTROLS SHALL BE EMPLOYED DURING THE EARTHWORK AND DEMOLITION PHASE OFTHE PROJECT.

SILT FENCE IS UTILIZED FOR THIS PROJECT AND IS SUFFICIENT. THERE IS APPROXIMATELY 4,740± LF OFSILT FENCE WHICH TREATS APPROX 355,318± SF. THIS EQUATES TO 0.17± AC PER 100 LF OF SILT FENCE.THE MAXIMUM SLOPE LENGTH DRAINING TO THE SILT FENCE DOES NOT EXCEED 76± LF.

SAFETY FENCE (STD. 3.01)

A CONSTRUCTION SAFETY FENCE SHALL BE USED DURING CONSTRUCTION TO PROVIDE A PROTECTIVEBARRIER OF THE CONSTRUCTION SITE.

TEMPORARY CONSTRUCTION ENTRANCE/EXIT (STD. 3.02)A TEMPORARY CRUSHED-STONE CONSTRUCTION ENTRANCE/EXIT SHALL BE CONSTRUCTED. A CROSSSLOPE SHALL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN INLET ORSETTLING AREA. IF DEEMED NECESSARY AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDEDTO WASH OFF VEHICLE WHEELS BEFORE LEAVING THE PROJECT SITE.

SILT FENCE (STD. 3.05)SILT FENCE SHALL BE PLACED ALONG THE PERIMETER OF THE PROJECT SITE AS INDICATED ON THE PLANSO THAT NO MORE THAN 1

4 ACRE DRAINS TO ANY 100 FOOT SEGMENT OF SILT FENCE. THE SILT FENCESHALL BE REPAIRED OR REPLACED AS DETERMINED BY PERIODIC FIELD INSPECTIONS.

STORM DRAIN INLET PROTECTION (STD. 3.07)NEWLY CONSTRUCTED AND EXISTING STORM DRAIN INLETS SHALL BE PROTECTED WITH SILT SACKSAND/OR GUTTER BUDDIES THROUGHOUT CONSTRUCTION.

DEWATERING DEVICE

THE DEWATERING BAG USED FOR EACH PROJECT MUST BE SIZED APPROPRIATELY FOR THE PUMP USED.DO NOT ALLOW A PUMP TO BE USED THAT DISCHARGES GREATER THAN THE ALLOWABLE RATE ALLOWEDFOR THE DEWATERING BAG TO BE USED.

ALL DISTURBED AREAS SHALL BE SEEDED WITH FAST-GERMINATING, TEMPORARY VEGETATIONIMMEDIATELY FOLLOWING GRADING OR WHERE EXPOSED SOIL SURFACES SHALL NOT BE BROUGHT TOFINAL GRADE FOR A PERIOD OF TIME EXCEEDING 15 DAYS. SELECTION OF THE APPROPRIATE SEEDMIXTURE AS RECOMMENDED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 WILLDEPEND ON THE TIME OF YEAR IT IS TO BE APPLIED. ESTABLISHMENT OF TEMPORARY VEGETATIVE COVERMAY BE ESTABLISHED BY HYDRO-SEEDING.

VEGETATIVE SLOPE STABILIZATION SHALL BE USED TO MINIMIZE EROSION ON SLOPES OF 3:1 OR FLATTER.AN EROSION CONTROL MATTING SHALL BE USED ON SLOPES STEEPER THAN 3:1.

PERMANENT STABILIZATION SHALL BE COMPLETED WITH THE PLANTING OF PERENNIAL GRASSES ORLEGUMES. ESTABLISHMENT OF PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BYHYDRO_SEEDING OR SODDING. A SUITABLE TOPSOIL, GOOD SEEDBED PREPARATION, AND ADEQUATELIME, FERTILIZER AND WATER SHALL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF THESEVEGETATIVE STABILIZATION METHODS. STRAW MULCH SHALL BE USED AFTER PERMANENT SEEDING TOPROTECT SOIL DURING SEED ESTABLISHMENT.

EROSION AND SEDIMENT CONTROL NARRATIVE

BRACINGCONCRETE FOOTING

WIREFABRIC

LINE POST

10' MAX.

GROUND LINE

PERSPECTIVE VIEWMETAL FENCE

VAESCH PLATE No 3.1-1N.T.S.

SAFETY FENCE

4"4) BACKFILL AND COMPACT THE EXCAVATED SOIL.

3) STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH.

2) EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES.

1) SET THE STAKES

SOURCE: VAESCH PLATE 3.05N.T.S.

FLOW

6' MAX.

FLOW

SHEET FLOW INSTALLATION(PERSPECTIVE VIEW)

SILT FENCE (WITHOUT WIRE SUPPORT)

SEEDBED PREPARATIONSOIL SHOULD BE TESTED TO DETERMINE LIME AND FERTILIZER NEEDS. SOIL TESTS MAY BE PERFORMED BY THECOOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI&SU OR BY A REPUTABLE COMMERCIALLABORATORY. SOIL CONDITIONERS AND AMENDMENTS SHALL BE ADDED TO THE SOIL AS REQUIRED IN PERMANENTSEEDING, STD. & SPEC. 3.32 OF THE VESC HANDBOOK, TO PROVIDE A GOOD GROWTH MEDIUM FOR THE PLANTS.

MULCHINGALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION ACCORDING TOMULCHING, STD. & SPEC. 3.35 OF THE VESC HANDBOOK. CERTIFIED FIRE ANT FREE.

MAINTENANCE OF NEW SEEDINGSIN GENERAL, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL IT HAS BEENMAINTAINED FOR ONE FULL YEAR AFTER PLANTING. NEW SEEDINGS SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE,ESPECIALLY LATE IN THE SEASON, IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. INSPECT SEEDEDAREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.

PERMANENT SEEDING SPECIFICATIONS FOR COASTAL PLAIN AREA

SEED1

SPECIESLAND USE APPLICATION RATES

MINIMUM CARE LAWN(COMMERCIAL OR RESIDENTIAL)

HIGH-MAINTENANCE LAWN

GENERAL SLOPE (3:1 OR LESS)

TALL FESCUE 1

ORBERMUDAGRASS1

TALL FESCUE 1OR

BERMUDAGRASS (SEED)1OR

BERMUDAGRASS (BY OTHER VEGETATIVE1

ESTABLISHMENT METHOD, SEE STD. & SPEC. 3.34)

TALL FESCUE 1

RED TOP GRASS OR CREEPING RED FESCUESEASONAL NURSE CROP 2

LOW-MAINTENANCE SLOPE(STEEPER THAN 3:1)

TALL FESCUE 1

BERMUDAGRASS (SEED)1

RED TOP GRASS OR CREEPING RED FESCUESEASONAL NURSE CROP 2

SERICEA LESPEDEZA 3

175-200 LBS.

75 LBS.

200-250 LBS.

40 LBS. (UNHULLED)30 LBS. (HULLED)

128 LBS.2 LBS.

20 LBS.TOTAL: 150 LBS.

93-108 LBS.0-15 LBS.

2 LBS.20 LBS.20 LBS

TOTAL: 150 LBS.1- WHEN SELECTING VARIETIES OF TURFGRASS, USE THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA)RECOMMENDED TURFGRASS VARIETY LIST. QUALITY SEED WILL BEAR A LABEL INDICATING THAT THEY AREAPPROVED BY VCIA. A CURRENT TURFGRASS VARIETY LIST IS AVAILABLE AT THE LOCAL COUNTY EXTENSIONOFFICE OR THROUGH VCIA AT 804-746-4884 OR ATHTTP://SUDAN.CSES.VT.EDUHTM/TURF/TURF/PUBLICATIONS/PUBLICATIONS2.HTML.

2- USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW:

3- MAY THROUGH OCTOBER, USE HULLED SEED. ALL OTHER SEEDING PERIODS, USE UNHULLED SEED. IFWEEPING LOVEGRASS IS USED, INCLUDE IN ANY SLAPE OR LOW MAINTENANCE MIXTURE DURING WARMERSEEDING PERIODS, INCREASE TO 30-40 LBS.

FEBRUARY, MARCH - APRILMAY 1 ST, - AUGUSTSEPTEMBER, OCTOBER-NOVEMBER 15TH ANNUAL RYE

ANNUAL RYEFOXTAIL RYE

WINTER RYENOVEMBER 16TH-JANUARY

FERTILIZER & LIME

APPLY 10-20-10 FERTILIZER AT A RATE OF 1000 LBS./ACRE (OR 12 LBS./1,000 SQ. FT.)APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90 LBS./1,000 SQ. FT.)

NOTE:1. A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL

PH OF THE SITE.

AT HTTP://WWW.DCR.STATE.VA.US/SW/E&S.HTM#PUBS

3. WHEN APPLYING SLOWLY AVAILABLE NITROGEN, USA RATES AVAILABLE IN EROSION & SEDIMENT CONTROL

2. INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BYOTHER MEANS.

TECHNICAL BULLETIN #4 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES


PERMANENT SEEDING SPECIFICATION

SAF

PS

NOTE:COORDINATE PLANTING SCHEDULE WITH PRHA

SF

STANDARD PLUG FOR SEWER LATERAL

ERO

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9CS8501

SILT SACK DROP INLET PROTECTIONPENNONI

N.T.S.

NOTE:TEMPORARY INLET SEDIMENT FILTER TO BEINSTALLED ON ALL PAVED CATCH BASINS ORSTORM INLETS. INLET FILTER TO BE SIMILARTO "STREAMGUARD" AS MANUFACTURED BYSTORMWATER SERVICES CORPORATION(206-767-0441) OR "SILTSACK" ASMANUFACTURED BY: ATLANTICCONSTRUCTION FABRICS, INC.(800-448-3636)CLEAN FILTER AS NEEDED.

TEMPORARY INLETSEDIMENT FILTER

OVERFLOW

CATCHBASIN

POLYPROPYLENE"BOOT"

GRATE

DUMP STRAP

INSTALLATIONDETAIL

DUMP STRAP

SILT SACK

BAG DETAIL

EXPANSIONRESTRAINT(1/4" NYLONROPE 2" FLATWASHERS

2 EACHDUMP STRAPS

IP2IP

METAL FENCING NOTES:

1. THE HEIGHT OF THE FENCE SHALL BE AMINIMUM OF 6 FEET.

2. POSTS WILL BE SET IN CONCRETE ANDBACKFILLED OR ANCHORED BY OTHERACCEPTABLE MEANS.

3. WIND SCREEN / PRIVACY FABRIC TO BEINSTALLED ALONG THE LENGTH OF THEFENCE

4. SAFETY FENCE SHALL BE CHECKEDREGULARLY FOR WEATHER-RELATED OROTHER DAMAGE. ANY NECESSARYREPAIRS MUST BE MADE IMMEDIATELY.

3.01 - SAFETY FENCE MAINTENANCE1. SAFETY FENCE SHALL BE CHECKED

REGULARLY FOR WEATHER-RELATED OROTHER DAMAGE. ANY NECESSARY REPAIRSMUST BE MADE IMMEDIATELY.

2. CARE SHOULD BE TAKEN TO SECURE ALLACCESS POINTS (GATES) AT THE END OFEACH WORKING DAY. ALL LOCKING DEVICESMUST BE REPAIRED OR REPLACED, ASNECESSARY.

3.05 - SILT FENCE MAINTENANCE1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST

DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADEIMMEDIATELY.

2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTINGFROM END RUNS AND UNDERCUTTING.

3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TOTHE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THEFABRIC SHALL BE REPLACED PROMPTLY.

4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BEREMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THEBARRIER.

5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGERREQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED ANDSEEDED.

3.07 - STORM DRAIN INLET PROTECTION MAINTENANCE1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN

THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVEDSEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOTERODE.

3. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGEAREA HAS BEEN PROPERLY STABILIZED.

AS SHOWN

TREE PROTECTION SPECIFICATIONS

FEN

CE

HEI

GH

T4

FT (1

.2M

)

NOTE: TREE PROTECTION FENCINGSHALL BE MAINTAINEDTHROUGHOUT CONSTRUCTION

MAXIMUM DISTANCE OFSIX (6) FEET BETWEENPOSTS

14 GAUGEWELDED-WIREFENCE

USE 8 IN WIRE "U"STAPLES TO SECURE

FENCE BOTTOM

TREE PROTECTION ZONE KEEP OUTOFF LIMITS TO CONSTRUCTION

EQUIPMENT, MATERIALS AND WORKERS

ZONA DE PROTECCIÓN DE ÁRBOLES-CERCAR EL AREA. MANTENER LA

MAQUINARIA, LOS MATERIALES Y LOSTRABAJADORES FUERA DE ESTA AREA.

BILINGUAL TREE PROTECTION SIGN SHALL BE WEATHER- PROOF METALAND SHALL BE MOUNTED SECURELY ONTO TREE PROTECTION FENCING ATMINIMUM SPACING OF 50' O.C.. SIGNS SHALL REMAIN POSTEDTHROUGHOUT ALL PHASES OF CONSTRUCTION, AND SHALL NOT BEATTACHED IN ANY MANNER TO TREES OR VEGETATION TO BE PRESERVED.

POSTS SHALL BE A MIN. 6' LONG STEEL,"T" STAKE DRIVEN 18" INTO GROUND

TREE PROTECTION FENCINGN.T.S.

TREE PROTECTION SIGNAGEN.T.S.

TP

FLOW

FILTER BAG

SLOPE5% MAX.

MULCH, LEAF/WOOD COMPOST,WOODCHIPS, SAND, OR STRAW BALES

CONSTRUCTION SPECIFICATIONS

1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.

2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND,OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO ASTABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.

3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG INACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITHSEDIMENT, REDUCE PUMPING RATE.

4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONSOR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATEREDSEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED ANDMULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TOORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.

5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD.SIZE SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THEBAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDSMINIMUM AVERAGE ROLL VALUES (MARV) FOR THE FOLLOWING:

GRAB TENSILE 250 LB ASTM D-4632

PUNCTURE 150 LB ASTM D-4833

FLOW RATE 70 GAL/MIN/FT² ASTM D-4491

PERMITTIVITY (SEC-1) 1.2 SEC-1 ASTM D-4491

UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355

APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751

SEAM STRENGTH 90% ASTM D-4632

6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATIONKEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IFIT BECOMES DISPLACED.

ELEVATION

STRAP

PUMP DISCHARGE HOSE

PLAN VIEW

FILTER BAGFLOW

STRAP

12 IN MIN.

FILTER BAG DETAILN.T.S.

U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE

8 IN MIN.

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SUGGESTED SEQUENCE OF CONSTRUCTION1. SECURE LAND DISTURBANCE PERMITS, ACCESS EASEMENTS AND STREET / SIDEWALK CLOSURE

PERMITS.

2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES - CONSTRUCTION ENTRANCE, SAFETY FENCE,AND SILT FENCE.

3. PERFORM DEMOLITION OF STRUCTURES, PAVEMENT, CONCRETE, BRICK AND TREES.

4. SEED AND RESTORE ALL DISTURBED AREAS.

5. REMOVE EROSION AND SEDIMENT CONTROL MEASURES FOLLOWING COMPLETION OF CONSTRUCTION.

MAINTENANCE

1. THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROLMEASURE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN.

2. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURESPERIODICALLY AND AFTER EACH RAINFALL EVENT. RECORDS OF THE INSPECTIONS SHALL BEPREPARED AND MAINTAINED ON-SITE BY THE CONTRACTOR.

3. SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6-INCHES DEEP OR AS NEEDED.

4. DAMAGED OR DETERIORATED ITEMS SHALL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION.

5. SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IFSTORED ON-SITE.

6. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEENSECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE REGRADEDAND STABILIZED AS NECESSARY.

7. ALL SEEDED AREAS SHALL BE CHECKED TO INSURE A GOOD STAND OF GRASS IS MAINTAINED. SEEDEDAREAS DEFICIENT SHALL BE RESEEDED AS NECESSARY.

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STONE CONSTRUCTION ENTRANCE

70' MIN. EXISTINGPAVEMENT

MOUNTABLE BERM(OPTIONAL)

6" MIN.

SIDE ELEVATION

EXISTING GROUND

70' MIN.

10' MIN.WASHRACK (OPTIONAL)

5:13'A

A

10' MIN.12' MIN.

VDOT #1 COURSEAGGREGATE

POSITIVE DRAINAGETO SEDIMENTTRAPPING DEVICE

EXISTINGPAVEMENT

PLAN VIEW

* MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION

12' MIN.

3" MIN.

3" MIN.

FILTER CLOTH SECTION A-A

6'-7"

DRAIN SPACE REINFORCED CONCRETESECTION B-B

B

10' MIN.

FILTER CLOTH

B

*

CE

3.02 - CONSTRUCTION ENTRANCE MAINTENANCETHE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWOF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONSDEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALLMATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTOSTORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVEMATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDERANY CIRCUMSTANCES.

RFS JOB #

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