CERTIFICATE OF AUTHENTICITY - James City County, Virginiadocuments.jamescitycountyva.gov/sites/stormwater/AsBuiltDocuments/... · certificate of authenticity this is to certify that

CERTIFICATE OF AUTHENTICITY

THIS IS TO CERTIFY THAT THE FOLLOWING ELECTRONIC RECORDS ARE

TRUE AND ACCURATE REPRODUCTIONS OF THE ORIGINAL RECORDS OF

JAMES CITY COUNTY GENERAL SERVICES DEPARTMENT- STORMWATER

DIVISION; WERE SCANNED IN THE REGULAR COURSE OF BUSINESS

PURSUANT TO GUIDELINES ESTABLISHED BY THE LIBRARY OF VIRGINIA AND

ARCHIVES; AND HA VE BEEN VERIFIED IN THE CUSTODY OF THE INDIVIDUAL

LISTED BELOW.

BMP NUMBER: PC046

DATE VERIFIED: October 20, 2017

QUALITY ASSURANCE TECHNICIAN: Jonathan Craig

LOCATION: WILLIAMSBURG, VIRGINIA

PC046_WILLIAMSBURG_JAMES_CITY_COUNTY_SCHOOLS - 1 of 29

Stormwater Division

M E M O R A N D U M

Comments: Scanned and added 3 construction drawings. Hard copies destroyed. Empty bookmarks left in to be populated with future documentation.

DATE: October 22, 2017

SCANNER: Jonathan Craig, Assistant Environment Coordinator

RE: Files Approved for Scanning

General File ID or BMP ID: PC046 PIN: 4710100058 Owner Name: WILLIAMSBURG-JAMES CITY COUNTY SCHOOL BOARDLegal Description: FIVE FORKS SCHOOL SITE P-30 AC JAMESTOWN DISTLocal Address:

Easement:

3131 IRONBOUND ROAD

Recorded Plat:

Maintenance Agreements: (in file as of scan date) NO


Stormwater Division

MEMORANDUM

DATE: February 24, 2010

TO: Michael J. Gillis, Virginia Correctional Enterprises Document Management Services

FROM: Jo Anna Ripley, Stormwater

PO: 270712

RE: Files Approved for Scanning

BMP ID or General File ID PIN: 4710100058

PC046

Subdivision, Tract, Business or Owner Name (if known):

Property Description:

Site Address: Box: JCOOl

Agreements: (in me as of scan date) N Book or Doc#:

Comments:

This folder combined with PC077 & PC078

Williamsburg James City County Schools

Clara Byrd Baker

3131 Ironbound Road

Drawer: 1

Page:


1. Maintenance Agreement


2. CompletedConstruction Certification


3. As-Built Plan


4. Watershed Map


5. ConstructionPlan


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EROSION AND SEDIMENT CONTROL NOTES

THE PUClPOSE OF THE EROSION CONTROL lllEP.SURES SHO~YN ON THESE PLANS SHALL BE TO PRECLUDE THE TRANSPORT OF ALL WATERBORhE SEDIMENTS RESULTING FRO.t.I CONSTRUCTION ACTIVITIES FROM ENTERING ONTO ADJACENT PF!OPERTIES ORSfATE VIATERS. IF FIELD INSPECTION REVEALS THE INADEQUACY OF TH:O PLAN TO CONFINE SEDIMENT TO THE PROJECT SITE APPROPRIATE t.IODIFICATIONS \NILL BE MAD':: TO CORRECT ANY Pl.AN DEFICIENCIES. IN ADDITION TO THESE NOTES ALL PROVISIONS OF THE VIRGIN~ EROSION Af<!D SEOH.lO:NT CONTROL REGULATIONS SHALL APPLY TO THIS PROJECT. .

1. ALL EROSION AND SCDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE "VIRGINIA"EROSION AND SEDIMENT CONTROL HANDaOOK". THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL A?PUCABLE ME.A.SURES CONTAINED THEREIN WHICH MAY BE PERTINENT TO THIS PROJECT.

2. ALL POINTS OF CONSTRUCTION INGRESS ANO EGRESS SHALL t:;E PROfECTED HY A TEMPORARY CONSTRUCTION ENTRANCE TO PRO:VENT TRACKING OF MUD ONTO PUBLIC RIGHT-OF-WAYS. Ml ENTRANCE PERMIT FROM VDOT IS REQUIRED PRIOR TO ANY CONSTiRUCTION ACTIVITIES WITHIN STATE RIGHT-OF-WAYS

3. SEDIMENT BASINS AND TRAPS, PER:t..IETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TPAP SEDIMENT ON-SITE MUST BE CONISTRUCTEDAS A FIRST STEP IN GRADING AND BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBAfjCE TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS. DIKES, ANO ONEGSIONS MUST BE SEEDED AND t.lULCHED IM/.,\EDIATELY AFTER INSTALLATION. AN ON-SITE PRE-CONSTRUCTION M'::ETING WILL BE HELD BETWEEN THE OFFICE OF CODE COMPLIANCE MID THE CONTRACTOR TO IDENTIFY THOSE ME.A.SURES TO BE INITIAUY INSTALLED.

4. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES SHALL INCLUDE THE REPAIR OF MEASURES DAMAGED BY ANY SUBCONTRACTOR INCLUDING THOSE OF THE PUBLIC UTILITY COMPANIES. AT THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR VllLLSUPPL Y CODE COMPLIANCE WITH THE NAME OF THE IUDIVIDUAL WHO WILL BE RESPONSIBLE FOR ENSURING MAJNTENANCE OF INSTALLED MEASURES ON A DAILY BASIS.

5. SURFACE FLOWS OVER CUT AND FILL SLOPES SHALL OE CONTROLLED BY EITHER REDIRECTING FLOWS FROM TRANSVERSING THE SLOPES OR BY INSTALLING MECHANICAL DEVICES TO SAfELY LOWER \'/ATER DOVVNSLOPE WITHOUT CAUS'.NG EROSION. A TEMPORAR.Y FILL DIVERSION (STD. & SPEC. 1.16} SHALL BE INSTALLED PRIOR TO THE END OF EACH WORKING DAY.

6. SEDIMENT CONTROL MEASURES MAY REQUIRE MINQi'\ FIELD ADJUSTMENTS AT TIME OF CO~JSTRUCTION Tci INSURE THO:IR INTENDED PURPOSE IS ACCOMP'LISHED. OFFICE OF CODE COMPLIANCE APPROVAL WILL BE REQUIRED FOR OTHER DEVlATIONS FRO~;\ THE APPROVED PLA.NS.

7. THE CONTRACTOR SHALL PLACE SOIL STOCKPll~ES AT THE LOCATIONS SHOWN ON THIS PLAN OR AS DIRECTED BY THE ENGl~JEER. SOIL STOCKPILES SH!ALL BE STABILIZED OR PROTECTO:D VllTH SEDIMEN"";" TRAPPING MEASURES.

8, THE CONTRACTOR SHALL COMPLETE DRAINAGE FACILITIES WITHIN 30 DAYS FOLLO'NlNG COMPLETION OF ROUGH GRADING AT ANY POIN! WlfHIN THE PHOJt:Gf. THE INSTALLATION OF DRAINAGE FACILITIES SHALL TAKE PRECEDENCE OVERALL UNDERGC10UND UTILITIES. OUTFALL DITCHES FROM DflAINAGE STRUCTURES SHALL BE ST A81LIZED IMMEDIATELY AFTER CONSTRUCTION OF SAME. THIS INCLUDES INSTALLATION OF EROSION CONTROL STONE WHERE REQUIRED. Af.l.Y DRAINAGE OUTFALLS REQUIRED fFOH A STREET MUST BE COMPLETED BEFORE STREET GMDING BEGINS.

9. PERf;\ANENT OR TEM?O.::i.ARY SOl•l STA81LIZA"'."ION MUST BE APPLIED TO ALL DENUUl:Ll MEAS WI rHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF Ttl[ SITE. SOIL srABILIZATION MUST ALSO BE APPLIED TO DENUDED AREAS V'/HICH MAY NOT flE AT Fl,'jAL GPAQ~ BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 3-:i DAYS. SOIL STABILIZATION MEASURES INCL<JDE ,VEGETATIVE ESTABLISHMENT, MULCH!NG ANO THE EA."\l Y APPLICATION OF GRAVEL BASE MATERlAL ON AREAS TO BE P~VED.

10

11.

12.

13.

14.

15

16

17.

18

1)

2)

3)

NO MORE THAN 3CO FEET OF SM11T/.RY SEV'/:OR, STORM SEWER, WATERLINES, OR UNJERGROUND UTILrTY LINES ARE TO BE OPEN AT ONE TIME, FOLLO't1/IN(~ 11\STAL:..ATION OF AfiY PORflON OF THESE lfEMS, ALL DISTURBED AREAS A~E TO BE IM1:1EDIATELY STABILIZED (i.e.,. l"rfE SAi\.~E DAY).

IF DISTURBED AR~ STABILIZATION IS TO BE ACCOM:OUSHED DURING THE MONTHS OF DECEM3ER. JANUARY. OR FEBRUA~Y. STABIL.ZATION SHALL1CONSISTOF MULCHING IN ACCORDANCE \'111H SPECIFICATION 1.75 SEEDING WILL THEN TAKE PLA,CE AS SOON AS TH<: SEASON PERMITS.

THE TEHM SEt:DING, FINA'- V!::G·ETATfVE COVER OR STA31LIZATIO~i. ON THIS PLA,N S~i>\LL ME.AN THO: SUCCESSFUL GCRl\\IN.!\TION AND CST AGLISI IMCNT OF A STABl_E GR!\$$ CQV[R FROM A PROPCRL Y PRCPAC\[D $[[DEJEO CQ~jT AIN:NG THE SPECIFIED AfJOUNTS OF SEE[), LIME, mo FERTILIZiOR IN ACCORDA~JCt: \N:TH SPECIFICATION t.&5, PEF.M/..NiONT SEEDING. IRRIG.l\TION SHALL BE REQUIRED AS NECESSARY TO ENSURE ESTAB_ISHMENT OF GMSS COVER

ALL SLOPES STEEPER THA~< 3 1 Sf.!l\LL REQUIRE THE USE OF EROSION CONTROL BLA.NKETS SUCH AS EXCELSIOR BLA,~JKETS TO AJD IN Tli[ CSTA3LISHMEN! OF A VCGETATIVE COi/ER INSTALLATION SHALL £3[ IN ACCOF\DANCE WITH SPECli'ICATION 1.75, MULCHlfJG ANO M.t...NUFACTURER'S INSTRUCflONS

IN'~ET PROTECTION IN ACCQ:iDA!~lC~ Vl~TH SPECIFICATION 1.08 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS AS SOON AS PRACTICAL FOLLOl'<'lf<G CONSTRUCTION OF SAllLE

' TEMPORARY LINERS, SUCH AS iPO~YETHYLENE SHEETS, SHALL BE PROVIDED FOR ALL PAVED DITCHES UNTIL THE PERt.'.AJ-~ENT CONCRETE LINCR IS IN,3TALLED

PAVED DITCHES SHALL BE REOUIREdWHEREVER ERCSION IS t:VIDENT. PARTICULARATIENTIOf< SHALL BE PAID T0"7HOSE AREAS WHt'.RE GPADES EXCEED :3 P~RCENT.

TEMPOAARY EROSION CONTROL. MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STAB:UZED AFTER STABILIZATION IS COMPLE"rE. Af..l flE.ASURCS SHALL BE REMOVED WITHIN 30 DAYS TRAPPED SEDIMENT SHALL SE SPRE.t\G AND SEEDED.

OFF'- SITE VJ ASTE OR BORROI'.' AR!EAS SHALL BE APPR:JVED RY THE OFFICE or CODE CO.l/\PLINJCE ?RIOR TO THE IMPORT OF Af:Y BORROV'/ OR EXPORT OF MY WASTE TO OR FROM THE PROJECT SITE

ALL PAVEOA."IQ/OR PIPED OUTF.t\LLS'tll'_L BE CONSTRUCTED BEFORE ROAD GPADING AND UTILITY INSTALLATION BEGINS

FIRE LANE REQUIREMENTS

FIRE LANES SHALL BIE 18 FEET IN WIDTH AS SHOWN ON PLAN.

MARKING OF Tl-IE FIRIE LANE SHALL BE: a) 4 INCH 'TRAFFIC YELLOW PAINTED STRIPING TO INDICATE OUTERMOST

BOUNDARIES .. b) CURBS SHALL BE\PAINTED 'TRAFFIC YELLOW. c) THE WORDS 'fl RE LANE' AND 'NO PARKING' SHALL BE PAINTED JN 'TRAFFIC YELLOW'

WJTH LETTERS AT:LEAST 18 INCHES IN HEIGHT WITH A STROKE WIDTH OF NO LESS THAN 2 INCHES AND SUCH WORDS SHALL BE LOCATED WITHIN Tf-!E BOUNDS OF THE FIRE LANE IDENTIFIED BY THE STRIPING MENTIONED !N 2.a. AND 2.l>. AND SHALL NOT EXCEED 100 FOOT INTERVALS.

d) 4 !NCH DIAGONAL; STRIPING SHALL BE PAINTED "TRAFFIC YELLOW: AT A 45 DEGREE FROM THE CURB.AND SPACED 2 FEET APART.

SIGNS SHALL BE IN!S_T1\lLED AND INDICATE "FIRE LANE' AND "NO PARKING' WITH THE FOLLOWING REQUIREM~/'lT.$: .: ! a) SIGNS SHALL. BE.1Af'.'PROVED BY Tl-!E FIRE MARSHALL PRIOR TO INSTALLATION. b) BOTIQt,1 OF THE SIGN SHALL BE NO LOWER THAN 4 FEET AND NO HIGHER THAN 7

FEET ABOVE FINISHED GRADE. c) SIGN SHALL BE l/~STALLE.D NO FURTHER THAN 3 FEET FROM THE CURB. d) SUCH SIGNS SHAtL BE LOCATED AT INTERVALS NOT TO EXCEED 100 FEET.

BOND COMET WESTMOR ND

+HINER

--l

207 1Ne 8roal1 Street

RichT.nd, Virginia 23220

80~ ) 8 8 - 4 7

I

SITE IMPR

) ~ '

CLARA BAKER ELEME SCHOO

~EM ENT

YRD

WILLIAM SB UR

COUNTY PU I

. I

IC SCHOO

o!:lor.d L:ome\ Weatrricrelond + IHlrier Architacta, Inc.

l!olor1ol lnoludod horo~. la oottrod by <opl'(!,Jlt. U•• of thl• """' In wh~:o or In port lo lorblddon •llhout !ho °J'prouod •~ti.., oonooo\ of 6ond Go.not Woo~no,•lond ' H'M< Mot.1111'• lno,.

PROJECT NUMBER:

9219

PROJE<..:T MANAGER:

CDF

DRAWN BY:

CA..I

ISSUE DATE:

11 JUNE 1993

CERTIFICATE ~Q.

3019

SHEET TITLE:

CITY

·NOTES AN,D DETAILS·

SHEE I NUMBER:

C·5 _J


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PIPE Y10NNIEC' ~ INV. 4 = 53,!53 INV.6 11 =53.4~

SAN. , ~ ~ RIMI= 6 St INV.e" El= !53.bO IN\\'. 6" W): EXIST;, .t~2.93±:)·

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EROSION AND SEDIMENT CONTROL LEGEND.

S-ILT FE_~CE _(t.06)_ @. STORM ORl\IN INLET PRO~E-CT QN (1.0"8) @.· .. TEMPORARY DIVERSION . DIKE (I.la) @ TEMPORARY - S~DlMENT .·TRAP·.-.( l.Z5·)·- @·

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:_EROSION AND SEDIMENT CONTROL NOTES:

THE PURl>osE OF THE- EROSION CONTROL MEAEiURES SHOWN -.oN THESE P'LANS

~:~~~T::G ~~o~RJ;;%~:u!~~N T~;~~i~iE:~R~~L E::::::g~1irTos!~~~~:~~ PROPERTIES OR · STA'rE 'WATERS. U'. FIELD INSPECTION REVEALS THE INADEQ\JACY OF . THE PLAN °TO CONFINE SEDIMENT TO THE PROJECT SITE, APPROPRIATE MoDIFI'CATio)ls WILL BE ·lll\nE TO CORRECT ANY PLAN DEFIC!ENCIES.

1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND .MAINTAINED IN ACCORDANCE WITH THE "VIRGINIA.EROSION AND sE-DIMENT. '·cONT:Ro·L. HANDBociK'' • - THE CONTRAcToR· SHALL BE T!IOROUGHLY 'FAMILIAR WIT!! ALL .·APPLICABLE. MEASURES CONTAINED THER\::IN WHICH lll\Y BE pERT-'.l:NENT To THIS PROJECT.

I' N.L1C. 2. ALL POINTS OF CONSTRU'CTION IN.GRESS . AN~ . EGRESS SHALL BE PjWTECTED BY' A TEMPORAR'i 'CONSTRUCTION ENTRANCE TO PREVENT TRACKING OF MUD ONTO PUBLIC lUGHTCoF•WAYS. AN ENTRANCE PERMIT . FROM' VOH&T rs' REQUIRED PRIOR TO ANi' CONSTRUCTION ACTIVITIES' WITHIN STATE_RIGHT~OF-WAYS •.

3. SEDIMENT CONTRor; DEVICES, S]JGH 1\S SEDIMENT BASINS 1\ND' TRAPS_, PERIMETER D);KES, CHECK DAMS OR QTHER MEASURES'NOT LOCATED IN. PROPOSED FILL OR EXCAVATION AREAS, SHALL BE CONSTRUC'rED PRIOR TO ALL OTHER. LAND DISTURBANCE. AN ON-SITE PRE-CONSTRUCTION . MEETING WILL.BE HELD BETWEEN THE DEPARTMENT OF PUBLIC WORKS AND THE CONTRACTOR TO. IllENTIFY .THOSE MEASURES TO BE .INITIALLY INSTALLED.

4. MAINTENANCE! OF ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE "VIRGINiA EROSION AND SEDIMENT: cONTRo·L HA.Np Boo Ki·,~- -MAINTENANCE WILL INCLUDE TH'.E REPAIR or · MEAsilRES Dl\MAGED BY J\Ny suBcONTRACTOR INCLUDING THOSE OF. .THE . PU!lLIC UTILITY . COMPANIES. · :i\T THE _·PRE~ CONSTRUCTION MEETING, THE-CONTRACTOR WILL SUPPLY PUBLiC WORKS WITH. THE NAME OF THE INDIVI0DUAL WHO WILL BE RES PO.NS IBLE. FOR ENSURING llJIINTENANCE o_F INSTALLED MEASURES oN .. A DAlLY BASIS.·

5. SURFACE FLOWS OVER CUT AND. FILL. $LOPES SHALL BE CON'J'ROLLED BY EITHER REDfREC'r!NG FLOWS i'ROM TRANSVERSING THE SLOPES. OR· Jiy INii°TALLING MEC_HANICAL DEVICES To. SAFELY, i:.ciWER ·wr..TER noWNsLOPE WITHOUT. CAUSING EROSION. A TEMJ?OR1.RY FILL DIVERSION (ST[!. & SPEC .... 1.16) SHALL BE INSTALLED'' PRIOR TO THE END. OF EACH · WORKI'NG DAY.. ' . .

6. SEDIMENT. CONTROL MEASURES MAY REQUIRE MINOR FI)'LD AllJUSTMENTS AT TIME OF cONSTRUCTION' TO INSURE THEIR INTENDED PURPOSE IS ACCOMPLISHED. DEPARTMENT OF PUBLIC WORKS AFPROVAL WILL BE REQUIRED FOR OTHER DEVIATIONS FROM THE APPROVED PLANS.

7. THE .CONTRACTOR SHALL STRIP AND P.ILE TOPSOIL AT THE LOCATIONS SHOWN ON THIS PLAN OR AS DIRECTED· B'I THE ENGINEER; ·SILT FENCE SHALL BE PLACED AT THE TOE OF THE STOCKPtLE AFTER· STRIPPING OF T(l_PSOIL IS COMPLETE.

a. THE CONTRACTOR SHALL c.oMPLETE DRAINAGE FACILITIES WITHIN 30 DAYS l'OLLOWING COMPLETION OF ROUGH GRADING AT ANY POINT WITHIN · THE PRO.iECT. THE INSTALLATION OF DRAINAGE ·FACiLITIE'J:S SHALL TAKE PRECEDENCE. OVER ALL UNDE!\GROUND UTILITIES. OUTFALL DITCHES FROM DRAINAGE STRPCTURES SHALL BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION OF SAME. THIS INCLUDES INSTALLATION_ OF Ell.OBION CONTROL STONE WHERE REQUIRED.

' '

9. TEMPORARY· V.EGETATIVE COVER SHALL BE PROVIDEll IN ALL AREAS WHICH ARE NOT DESIGNATED FOR PAVING, UNDERGROUND UTILITIES OR , STRUCTURAL USES . IN .ACCORDANCE WITH SPECIFICATION· 1. 65, TEMPORARY SEEDING. SUCH AREAS SHALL NOT BE EXPOSED FOR PERipDs EXCEEDING 30 DAYS. TEMPORARY VEGETAL· COVER MAY BE ELIMINATED IN FAVOR OF FINAL VEGETAL COVER IF CONSTRUCTION )I.ND SEASONAL .C,ONDITIONS PERM;J:T-.

10 • IF DISTURBED AREA STABILIZATION IS TO __ BE 11.CCOMPLI'SH_F;D DUR'.rNG THE MONTH'S OF DE}CEM1'3ER_, _ JANU~'.RY, OR FEBRUARY, STABI_LIZ.ATr_ON SHALL ·CONSIST OF _MULCHING IN ACCORDANCE WIT!{. 'fiPECIFICATibN 1.75.. SEEDING WILL THEN TAKE· PLACE AS SOON Ail THE SEASON PERMITS; . ' . . . . ·

,11. ,.··-T!llh TE.RM-SEEDING;-; FINAL:.VEGETATIVE;COVER'OR-STABILIZATIO!l('Ol!'-· -.. THIS' PLAN . SHALL MEAN THE SUCCESSFUL GERMINATION AND ESTABLISHMENT OF A STABLE GRASS. COVER FROM A PROPERLY PREPARED SEEDBED CO:t-{TAINING ·THE SPECIFIED AMOUNTS OF SEED, LIME, A~~

FERTILIZER IN ACCORDANCE WIT_H SFECIFICATION 1. 66, PERMANENT SEEDING. IRRIGATION .SHALL BE REQUIRED AS NECESSARY TO ENSURE

'ESTABLISHMENT OF GRASS COVER. .

12. ;ALL SLOPES, STEEPER THAN 3:1 SHALL REQUIRS THE USE OF- EROSION CONTROL BLANKETS· SUCH AS EXCELSIOR BLANKETS TO AID IN THE ESTABLISHMENT OF A VEGETATIVE COVER. INSTALLATION SHALL BE. IN ACCORDANCE WITH SPEa.IFICATiciN L 7 5, MULCHING AND MANUl'ACTURER'S INSTRUCTIONS.

13 • INLET PROTECTION IN ACCORDANCE WITH SPECIFICATION 1. OB SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS AS SOON AS 0 PRACTICA~ FOLLOWING CONSTRUCTION OF SAME;

N. I. C. 14 • PAV_ED DITCHES SHALL BE REQUIRED liHEREVER EROSION IS . EV.IDENT, PARTICULAR ATTENTION SHALL BE PAID TO THOSE AREAS WHERE G0RADES ' EXCEED 3%. .

15 • TEMPO'RARY-'ERO'SION .CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STAB_ILIZED. AFTER· STABILIZAT,ION I's' COMPLETE ALL MEASURES SHALL BE REMOVED WITHIN. 30 DAYS. TRAPPED SEDIMEN'J'.- SHALL _B;E -sPREAD AND SEEDED.

16. OFF-SITE WAB'.l'E OR BORROW AREAS SHALL BE APPROVED BY. JAMES CITY. COUNTY PRIOR- TO THE IMPORT OF ANY BORROW OR EXPORT oF ANY WASTE TO OR FROM THE PROJECT SITE. .

'• ', ..

PERMllNENT SEEDING: .J?ISTURBED AREAS SHALL BE SEEDED WITHIN 3 DAYS _OF THE LAND PISTURBING ACTIVITY IN ACCORDANCE WITH THE

·_ FOLLOWING SPECI.FICATIONS:

PREPARATION OF GROUND SURFACE -

A. PRIOR TO GRADING AND TILLING, VEGETATION THAT MAY INTERFERE ~ITff O~ERATIONS SHALL BE MOWED, GRUBBED, AND RAKED. ~HE .. SURFACE SHALL BE CLEARED OF STUMPS, STONES LARGER THE 1/2 INCH IN DIAl,!ETER, AND OTHER MATERIALS THAT MIGHT HINDER THE WORK OR SUBSEQUENT MAINTENANCE.

B. PREVIOU~LY ESTABLISHED GRADES SHALL BE MAINTAINED ON THE AREAS TO BE. TREATED IN A· TRUE AND EVEN CONDITION. NECESSARY REPAIRS SHALL BE MADE OF PREVIOUSLY GRADED AREAS.

C. SOI'L SHALL BE RAKED UNTIL THE CONDITION OF THE SOIL IS ACCEPTABLE; UNDULATIONS OR IRREGULARITIES SHALL BE LEVELED.

D. TOPSOIL FOR REPAIRS AND FOR FILLING DEPRESSIONS SHALL BE PROVIDED FROM OFF-SITE SOURCES.

E. FERTILIZER (10-10-10) SHALL BE DISTRIBUTED UNIFORMLY AT A RATE OF 25 POUNDS PER 1,000 SQUARE FEET.

F. LIME (PULVERIZED AGRICULTURAL DOLOMITE) SHALL BE DISTRIBUTED UNIFORMLY AT A RATE OF 65 LBS. PER 1, 000 SQqARE FEET. LIME AND FERTILIZER SH~LL BE INCORPORATED INTO THE- '!'OP 4-6 INCHES OF THE SOIL BY DISCHARGING OR OTHllR MEANS, WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEbER, APPLY TO A ROUGH, LOOSE SURFACE.

G. SEED LABELED IN ACCORDANCE WITH U.S. DEPARTMENT OF AGRICULTURAL RULES AND REGUt.ATION UNDER THE FEDERAL SEED ACT SHALL BE FURNISHED. SEED MIXTURE AND SEED RATE SHALL BE AS FOLLOWS:

TALL FESCUE SERICA LESPEDEZA ANNUAL RYE GRASS

- 50% - 30% - 20%

H. SEEDED AREAS Sil:At.L BE MULCHED WITH THRESHED STRAW OF CEREAL GRAINS SUCH AS OA'l'S, WHEA'l', B'ARLEY, RYE, ETC. ; GRASS HAY; WOOD CHIPS; OR WOOD FIBER. MATERIALS THAT CONTAIN OBJECTIONABLE WEED SEEDS OR OTHER SPECIES THAT MIGHT . BE .DETRIMENTAL TO THE PLANTING BEING ESTABLISHED OR TO ADJACENT LAWNS, WILL NOT BE ,ACCEPTABLE. STRAW MULCH _SHALL BE APPLIED AT A RATE OF 70 POUNDS PER 1 1 000 SQUARE FEET BY BLOWER OR HAND. STRAW MULCH SHALL. BE ANCHORED IMMEDIATELY AFTER SPREADI.NG TO PREVENT WINDBLOW. ACCEPTABLE METHODS OF ANCHORING INCLUDE A MULCH ANCHORING TOQL, LIQUID MULCH BINDERS·, MULCH NETTING, AND PEG AND TWINE. WOOD FIBER MULCH SHALL BE APPLIED AT A RA.TE OF 35 POUNDS PER 1,000 SQUARE FEET.

TEMPORARY SEEDING: TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED IN ALL .AREAS WHICH ARE NOT DESIGNATED FOR PAVING, UNDERGROUND UTILITIES OR STRUCTURAL USES IN ACCORDANCE WITH SPECIFICATION. 1.65, TEMPORARY SEEDING• SUCH AREAS SHALL NOT BE EXPOSED FOR PERIODS EXCEEDING 30. DAYS. TEMPORARY VEGETAL MAY BE ELIMINATED IN FA\TOR OF;-rI!ff.h· VEGE.TAL COVER IF CONSTRUCTION AND SEASONAL CONDITIONS ~~RllIT.

GENERAL NOTES;

l.

2 •

Tl!IE CONTRACTOR SHALL CALL MISS UTILITY AT 1-B00-552-7001, NOT LESS THAN' lO DAYS PRIOR ·TO CONSTRUCTION FOR LOCATION OF EXISTING UTILITIES.

Al:iL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO J~ES CITY . SEWER -AUTHORITY STANDARDS EXCEPT AS MODIFIED HEREIN.

3. ALL CO'.NCRETE SHALL BE CLASS. ''A3 11 AIR-ENTRAINED (3,000 P.S.I.).

4 •

5.

UNLESS OTHERWISE INDICATED.

Tl!IE CONTRACTOR SHALL REPLACE WITH lll\TCHING MATERIALS ALL ITEMS • CUT- OR DAMAGED DURING CONSTRUCTION 1 INCLUDING BUT NOT LIMITED TO PAVEMENT-, DRIVEWAYS, WALKS, CURB, ETC.

THE! OWNER SHALL MAINTAIN ALL PORTIONS OF THE PRIVATE DRAINAGE, WA~ER AND SANITARY SYSTEM.

6. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION &

SEDIMENT CONTROL HANDBOOK, DATED 19~0.

7. ALL STORM SEWER PIPES AND STRUCTURES SHALL BE CLEARED OF DE~RIS AND ERODED MATERIAL AT LAST STAGES OF CONSTRUCTION.

a.

-6"X 6"-Wl.4X Wl.4

\ MIN. SLOPE 1/4": 1'-0"

BROOM FINISH

4" CRUSHED AGGREGATE

:ONCRETE WALK DETAIL N.T.S.

ALL UTILITIES TO SERVE THE SITE SHALL BE PLACED· \JNDERGROUND'. \ 6 11 lOP'.SOIL a SEED

SEE PLAN FOR SIZE

~--CENTERLINE OF PIPE/

· .. '-

i;; Ci _, ., " 0

4" PERFORATED- PVC w PIPE (ASTM D 2729 8 ASTM C508i TYPE JI) - - - 1

,. ' / . \=REMOVABLE PVC CAP·~250~

EQUAL DIST. ~:.

lo

VDOT NO. 3$7 COURSE AGGREGATE (WASHED OR "CLEAN")

b

0 ----+--

8" MIN.

TRlVIRA lir4 NON woVl::N NEEDLE PUNCHED POLYESTER GEOTEXllLE- FlLTER CLO-TH OR EQUIVALENT MATERIAL IF .ll,P_PROVEO J3Y ENGINEER, ALL SIDES MIN. OVERLAP 8 .

STORM SEWER DATA I

~ 0

'STRUCTURE DATA

®

'.

S. CLEAN-OUT· INV. 4 11 = 66.86 INV. 6 11 = 66.78

PIPE CONNEcTION INV. 4 11 66.34 INV. 6" = 66.26

S. MH. RIM'= 72.60 INV. 6" (W) = 66.14 INV. 6" (SE) • 62.14

S. MH. RIM 7 65.00 INV. 6" (NW) • 61.40 INV. 6 11 (SW) 56.51

@ PIPE CONNECTION 1 INV. 4 11 = 55.98

INV. 8 11 = 55.81

g '

PIPE CONNECTION INV. 4 11 = 55.55 INV. 8 11 = 55.38

PIPE CONNECTION INV. 4 11 55.13 INV. 8 11 = 54.96

S. CLEAN-OUT INV. 4 11 = 55.48 INV. 6 11 = 55.40

S. -MH. RIM ~ 58 .. 00 INV. 6 11 = 55.09

-~INV •. 8 11 = 54.60 INV .. 10 11 = 51.04

S. CLEAN-OUT INV. = 50.86

S. CLEAN-OUT INV. • 50.59

PIPE END .INV. 10 11 = 50.30

S. CLEAN-OUT INV. °' 59.83

PIPE END INV. 6" = 59.26 VDOT EC-1 RIP-RAP

S. CLEAN - OUT INV.:: 58.50

Pl PE END !NV. 6"::: 54.00 V.D.O.T. EC-! RIP- RAP

"' 00

l/4"X 6"X6" PVC Q FOOTPLATE SOLVENT ~

PIPE DATA

WELD TO PIPE :g (ASTM D 2564) ---o -

w

50 1 6 11 s. @ 1.04%

12 1 - 6 11 s .. @ 1.04%

71 1 - 6'' s. @ 1.04%

0

~12" PERFORATED PVC PIPE ASTM, 3034 WITH HOLES 3/8" DIA. APPROX, 3" O.C., 6 ROWS.

COMPACTED SUBGRADE

,0 ® 0 © 0 0 0 ® ® @ @

© <B ®

0 0 © 0 @

50 1 - 6 11 s. @ 1.04% CONTRAC'TOR! ll.LL PROVIDE "AS BUILT" INFORMATION OF THE PERCOLATION

NOTE

0 0 @ @ @ @ Q:3)

@, ®

10' -·8 11 S. @" l.04%

41 1 - 8 11 s. @·l.04%

40 1 - 8 11 S. @ 1.04%

35 1 - 8 11 S. @ 1.04%

30 1 6 11 s. @ 1.04%

35' - 10 11 s .. @ 0.52%

52 1 - 10'' s. @ 0.52%

55' - 10'' s. @ 0.52%

50 1 - 6 11 s. @ 1.04%

78' 6" $, (a) 5,6 °/o

STORM CLEAN-OUTS SHALL BE AS SHOWN IN JAMES CITY SERVICE AUTHORITY (JCSA) STANDARDS DRAWING NUMBER S-1.0. CLEANOUTS SHALL HAVE COVER, REFER TO DRAWING NUMBER S-1.1. STORM MANHOLES SHAJ~L BE VDOT MH-1. SANITARY MANHOLES SHALJ~ BE AS INDICATED ON JCSA DRAWING NUMBER S-5. 0.

TRENCH TO ~ES CITY COUNTY DIVIS I ON OF CODE COMPLIANCE UPON COMPLETION.

PERCOLATION TRENCH DETAIL N.T.S.

.·:q·La"MIN.

PLAN BENDS

COMPACTED OR UNDISTURBED EARTH (TYP.) ----~

~24"MIN.12"SLARGER PIPE

- 18" MIN. io"a SMALLER_ PIPE

450

SECTION X-X EiENOS 8 TEES

1/4 BENDS TEES SIZE

A B A B

6" 16" 10" I 0" 12"

THRUST BLOCKS N.T.S.

9 • "1.

' ~- ·,

A A

PLAN TEES

. ,Rev1l1i>na:

c. A~LilN. 8ilr.1i=OWfA; JR. ENGINJ'ER "S(JRyE,yOR; LTD.

NORFOLK, VIRG\N.IA:., ;.''

<, ' •

' '

"

' L

Fiie:

.. , .. ,_,' '

Cf)

~R 0'· Z·

~ Cf) _J -<C hw' Cl,

,,. '• •" ,',

. W: ..... ___ , · .. Cf)

'; \-:

,:


6. DesignCalculations


7. GeotechnicalReports


8. CorrespondenceWith Owners


9. InspectionRecords(Construction Phase)


10. EnforcementActions(Construction Phase)


11. Miscellaneous


MS-4 Dry Weather Inspections

Watershed/ Area/Facility

Watershed M/H l.D. p ( ,-v, s Number <'.J c 2,

Date

Type of Structure

Structual Damage (V /N)

Type of Pipe (In/Out)

Size of Pipe (In/Out)

Shape of Pipe

Outfall Submerged

(N/P/F)

Photos Taken (Y /N)

Flow (T /M/S)

Sediment (N/P/F)

Inspector

Commments

No

pc· fYl5

(M l

'-

/

r r ,~J")s e 1 s

co:.• o:. ?>

No

-I

?C/'(YIS co'[ - C1CU.)-f ;,'V\ ( Lf't;M'J\J.. S-i-°Q ... LA.O\-u. f~

PC.7/i'lSL""101 - Pvc: ..P,Po Qi'~~~ t<:> ~Jr;,rc ~C7\11S coz.. - E.rbs:"1\'1. 1 s -Q..\l-hu~ 0~~ i:.~ :{-uU$

pc_ ';"(YI'> ool - ~ t~ fur Pc.-rrn S oo 2-

fC.:lrn.>at / ~ 'brDIWv> ~k. Pc..;fm~oll- goor PrtWv

D 6) //(....

f'C if'f' ~ 0 0 1

I ( i f \'1 S

Oi2.

T

0"

-r

Pc/ms

~ () / b

f<.Gf RU

·(

P e:tm~oo5" - F \~J .(2.l'(lv/ <'.!J~le.A- , _

Pt:rf)')~3 - rn~f:!M~ ~ stu..c~- 0~ .. u :f1t!Y1 ~~ 1 ~m..1/1..ei./.l/IJ.- rriu....J.., n i:u .su~/ 0Ps p:w1nf.)1•actJrif'ed-


Watershed M/H l.D. Pvr m> roZ I''\ U m) fl.1/Yl~ /

Number Miii • 0; -t 0 I 0 /

Date 4/,J \ I i> 4'l\g/1 0 f 111}10 Type of Structure r/Jm o \ l

Structual Damage (Y/N) Nt> \ I Type of Pipe (In/Out) ~ \j Size of Pipe {In/Out) . 2__)1 ' \ cu+ / \

Shape of Pipe Kr,-,1 . Al l\ \ Outfall Submerged

lfi;- &ii / \ (N/P/F)

Photos Taken (Y /N) ;J I \ Flow (T /M/S) I 7 \

Sediment (N/P/F) JI p I \ Inspector &/r{_, I/ \

Commments f'O'.> ,S1;o\e

) !' -f L. I \')'I 5 0 ~9 - C ll.U'f .VY' l 'h/ U ·-h::,~ o ·f ~ f C1fYl $- t>O L. -1i>i.\:Jt..w-tv,,~,: .'Y\ . .v) -> \v <1!1 v•"~·"fV-/. cc-~t-

Pcrn> oo 4' - GP S rn~f o.ru_ 1 /1/ ~Nnel--rw1~ envvv::i Y"

Vrec~''6 t I /w; R'J II , p. C, \1. 11 o(J.f' f'b ~ l/

/'A-



Pt 1 m4 Pc ";'/>·)s· fl1/1'1 ) c ti ' 1 CJ l l. Ol' ""

f 12 ... °'3\ { O f tnl;o f /z... i/,o

ff?{fl!)1 f £.i,i."',i't5t PMfJTtf-

Nu I

/lio A/0 /<.cf ~Cl ~ ~f Ol</-

15''

f'.o?...mi R. (jl( l.i/) elT),(;'N' 1

;1 - ~ Nb /Vo YE!> '(Ej Nt:i __.........

I --J I

11,/lU r pf.$1. D6/ /G D v, //'c [Yi /10

p · 1 hl>

-iv 3

1/io/;0

ea . .iu}

/L)b I;/ ~ },-,._, f ve...., "2!1 ! )~ t .AtV , ~.

f01MJ'nil

No tlo -r /11.rr.L {) C., )10


Watershed M/H l.D.

Number

Date

Type of Structure

Structual Damage (Y/N)



Shape of Pipe

Outfall Submerged

(N/P/F)

Photos Taken (Y /N)

Flow (T /M/S)

Sediment (N/P/F)

Inspector

Commments




Watershed M/H l.D.

Number

Date

Type of Structure

Structual Damage (Y /N)



Shape of Pipe

Outfall Submerged (N/P/F)

Photos Taken (Y /N)

Flow (T /M/S)

Sediment (N/P/F)

Inspector

Commments





~ r .

""

61MSO~ PCliMStlOi ~

\ '·

PC077 0



PCTMsoo3PCTMsoo6 "<l

PCTMsoo2

PCTMso12 • PCTMso11

\ PcTMsoos PCTMs~ob

~PC PCTMsoo3 • PCTMso10

'~004

l

I
