RE EDIAL ACT

RE EDIAL ACT

FORT WORTH, TARRANT COUNTY,

PREPARED IN COOPERAT TH

E TEXAS E

AND THE

U. S. ENVIRONMENTAL TECTIO AGENCY

OCTOBER 1990

PREPARED BY RDY F. WESTDN, INC.

5599 SAN FELIPE, SUITE 700HOUSTON, TEXAS 77056PHDNE: (713) 621-1620

THE PREPARATIDN DF THESE PLANS WAS FINANCED THRDUGH GRANTS FRDMTHE U. S, ENVIRDNMENTAL PRDTECTIDN AGENCY THRDUGH

TEXAS WATER CDMMISSIDN

SIGNATURE:

214540

Ii\BVC\£4440X3\£4443GEJ'A U-80-9S 1-1

002481

N

i

PROJECT LOCATION

TARRANT COUNTY

SITE LOCATION

ALLEN ST.

PESSES SITE

MORNINGSIDE ST.

FORT WORTH, TEXAS

VICINITY MAPSCALE: T - 2OOO'

DRAWING LIST0

1

2

3

4

5

6

7

8

9

10

11

12

13

COVER SHEET

SITE LOCATION, DWG. LIST, NOTES

OVERALL SITE PLAN

EXISTING SITE PLAN (NORTH)

EXISTING SITE PLAN (SOUTH)

MOBILIZATION PLAN (NORTH)

MOBILIZATION PLAN (SOUTH)

OPERATIONS PLAN (NORTH)

OPERATIONS PLAN (SOUTH)

FINAL SITE PLAN (NORTH)

FINAL SITE PLAN (SOUTH)

CAP SECTIONS AND DETAILS .

SECTIONS & DETAILS

SECTIONS & DETAILS

GENERAL NOTES:1. THE SITE GRID IS BASED ON THE TEXAS STATE CCOORIDINATE SYSTEM.2. BOUNDARY SURVEY, BENCH MARK INFORMATION, AND TOPOGRAGHIC

SURVEY WERE OBTAINED FROM J.B. DAVIES, INC. SURVEY PERFORMEDON 19 FEBRUARY, 1988 AND UPDATED DECEMBEBR, 1989.

3. CONTRACTOR SHALL PROVIDE ALL ON-SITE FACILUTIES (HELD OFFICES,PERSONNEL, AND VEHICLE DECONTAMINATION AREEAS. GUARD HOUSE,AND OTHER STRUCTURES AS SHOWN ON PLANS) WITH APPROPRIATEUTILITIES SUCH AS WATER, SEWER, TELEPHONE, E£LECTRIC CONNECTIONSAS OUTLINED IN SECTION 01590 OF THE SPECIFICATIONS.

4. USE PUMPS, TEMPORARY DITCHES, SUMPS ETC. TTO MAINTAIN A WELLDRAINED SITE, FREE OF STANDING WATER AND CDPERABLE.

5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN EXISTING CITYSTREETS BEING USED DURING CONSTRUCTION. CONTRACTOR SHALLMAKE ALL NECESSARY REPAIRS TO EXISTING CITY STREETS PRIORTO PROJECT CLOSEOUT.

6. LOCATION OF UTILITIES IS APPROXIMATE ONLY. 'CONTRACTOR SHALLVERIFY ACTUAL LOCATION PRIOR TO EXCAVATION*!.

BENCH MARK DATA:BM #1 CITY OF FORT WORTH, TEXAS MONUMENT N(0. 4744 BRASS DISKIN TOP OF S.W. CORNER OF RAILROAD BRIDGE CROSSING, MORNINGSIDEAT SOUTH MAIN ST. EL 675.25 MSLTBM #1 SQUARE CUT TOP OF CURB, (£ 10' CURB ItNLET EAST SIDEOF MAIN ST. APPROX. 120' N. OF PAGE ST. EL. 6^5.75 MSLTBM #2 SQUARE CUT TOP OF CURB, ON INLET EAST SIDE OF SOUTHMAIN ST. © SOUTHWEST CORNER OF CENIKOR BLDiS. (2209 S. MAIN ST.)EL 665.46 MSL

LEGEND:

-0-

-P/T-

l I I I I I

-x-

EXISTJNG SANITARY SEWER MANHOLESPOWER POLESFIRE HYDRANTBENCH MARK "EXISTING OVERHEAD POWER/TELEPHONE LINESEXISTING GAS LINESEXISTING SANITARY SEWER UNESEXISTING STORM SEWER LINESEXISTING WATER LINEEXISTING FENCE TO REMAINEXISTING FENCE TO BE REMOVEDEXISTING RAILROADEXISTING CONTOUR LINESEXISTING DRAINAGE DITCHTEMPORARY CHAIN-LINK FENCETEMPORARY OFF-SITE FENCEPROPOSED PERMANENT CHAIN-LINK FENCESAND BAGSSEDIMENT FENCEPROPOSED DRAINAGE DITCH

SIGNATURE:

PESSES SITEREMEDIAL ACTION DESIGN

FORT WORTH, TARRANT COUNTY, TEXAS

MANAGERS DESIGNERS/CONSULTANTS

M. ALLENSPACHDCS. CMC.:

K. FONDAPROJ. E N O J

K. FONDAPROJ. MCR.:

M. CAVALIERAPPROVED:

K. KAMBHUAPPROVED:

D. DATES

DATE.: TATT DATE:

ISSUED FOR CONSTRUCTION: DATE:

PESSES SITESITE LOCATION, DRAWING LIST

LEGEND & NOTESDRAWN:

J.P.SCAU:

NONE

DATE:

1-18-90W. 0 . Ho.

2444-03-03

DW0. No. REV. No

1 OF: 13I:\DWG\2444030S\24443022.JPPA 11-20-92 1«50

002482

SANTA FE RAILWAY COMPANY (NEY YARDS)

SANTA FE RAILWAY COMPANY (NEY YARDS) '

PESSES SITE BOUNDARY (TYP.)

V//////////A— ! • . l ^ ^ l l • I ^ ^ » » "W » " t ™t , h ^ . . ^ ^ A ^ A r\ J. f ' ^H^^»^»^^^^ • • • I I • I ••! ! • • • • I • y,l .1^1* ^ ^ » « ^ I ^ T ? J — ' ^ 1 ^ ^ ^ ! • • • •

SOUTH MAIN STREET

PESSES SITENORTH PUN(SHTS. 3,5,7, AND 9 OF 13) REMEDIAL ACTION DESIGN

LEGEND:

Y//////A

I I ! , T " " 1

W////A

ZONE A, 9UB8UW ACT OONTAMNATION - DOTH U H.

ZONE A. EXCAVATED TO MXT 9UNFA0C - DEPTH 2 TO 1 8 fT.

ZONE A, aJHUirACC CXMTAIMNATKM - OCfTH XB fX

ZONE A - 1 , SUBSUWACE OONTAUMADON - DEPTH 4 FT.

ZONE A - t WtmMFML CONTAMMATION - DEFTH • FT.

ZONE A - t , BUHURFACE CONTAMMATION - DtFTH B FT.

ZONE B, IMNTOAL CaNTAUMATION - DOHH 1 FT.

ZONE B - 1 , sunncML OONTAMMATKM - oerm 1 FT.

ZONE 9-J. WJmOAL OONTAMMATKM - DCFTH 1 FT.(OTFBTt}

DATE:

SIGNATURE:

INp ' P*TE; No, I DATE: I APPR.




CHECKED:

J. POSTDCS. CNC:

K. FONDAPROJ. ENC:

K. FONDAPROJ. MCR.:


K. KAMBHUAPPROVED:

D. DATES

DATE: CLIENT APPROVALS: DATE:


PESSES SITEOVERALL SITE PLAN

DRAWN: ! DATE!

T.V.V. 1-22-90SCALE:

NONEW. 0. No.

24.44-03-03

DWG. No. REV. No,

SHT. OF: 13I:\DWG\2«440J03\2444J02J.1VPA 11-24-92 1 = 1100

002483

AREA OUTSIDE THE SITEFENCE TREATED AS OFF-SITEAREA. (ZONE B - 2 )

FE RAILWAY COMPANY (NEY YARDS)SANTP

BAG HOUSE ONCONCRETE PAD

SEE NOTE 4 SEE NOTE 4

CENIKORBUILDING

ASPHALT PAVING

ONE STORYBRICK BUILDING METAL BUILDING

////// / U-S / / £ / / / / A-i //////// /\/ / / / /

P.P. F.H.

SOUTH MAIN STREET

SEE NOTE 4

SEE NOTE 3

SEE NOTE 4

LEGEND:

K> :

ZONE A,

ZONE A,

SUBSURFACE CONTAMINATION - DEPTH 2.5 FT.

EXCAVATED TO ROCK SURFACE - DEPTH 2 TO 3.5 FT.

rrrnx-rV'

ZONE A - 1 , SUBSURFACE CONTAMINATION - DEPTH 4 FT.


ZONE A - 2 , SUBSURFACE CONTAMINATION - DEPTH 8 FT.DATE:

NOTES:

1. FOR NOTES SEE SHEET 1 OF 13.

2. TESTING TO DETERMINE THE LIMITS OF CONTAMINATIONELIMINATED THIS AREA AS A CONTAMINATED SURFACEEXCEEDING ACTION LEVEL

3. AREA 5 FEET ON EACH SIDE OF THE CONCRETEDRIVEWAY.

4. TESTING TO DETERMINE THE LIMITS OF CONTAMINATION,AND REVIEW OF SITE INVESTIGATION HELD NOTESCAUSED THIS AREA TfO BE RESHAPED AND RELOCATED.

ASZONE B, SURFICIAL CONTAMINATION - DEPTH 1 FT.

;.: \ y

ZONE B - 1 , SURFICIAL CONTAMINATION - DEPTH 1 FT.

ZONE B -2 ,(OFFSITE)

;URF1CIAL CONTAMINATION - DEPTH 1 FT.

i

AS PER AS BUILT MARK-UPS

No, DATE: j APPR ' RCVIS'QN No ' DATE- ' A"PR,



DES'CMFRS/CONSJLTANTS

CHECKtO;

J. POSTDCS. ENC:

K. FONDAPROJ. CNC:

K. FONDAPROJ. UOR.:


K. KAMBHUAPPROVED:

D. DATES

DATE: CUtNT APPROVALS: DATt:


PESSES SITEEXISTING SITE PLAN

(NORTH)DRAWN:

M.M.G.DATE:

1 - 1 9 - 9 0DWG. No

SCALE.

1" = 50'W. 0 . No.

2444-03-03

Rrv. NO.

0SHT.: O r : 13

I : \ D W C \ 2 4 4 4 0 3 0 3 \ 2 4 4 4 J 0 2 4 . M G ^ A 11-20-92 1=50

002484

oin

CDO

5tO


PESSES SITE BOUNDARY (TYP.)

CM

i

5azomLJ

oin

NQ

z

o

P0SSIBLE VALVE

STEM FOUNDSOUTH MAIN STRE

o

5

a

into

2,053,750

LEGEND:

ZONE B, SURFICIAL CONTAMINATION - DEPTH 1 FT.

ZONE B - 1 , SURRCIAL CONTAMINATION - DEPTH 1 FT.

ZONE B-2 , SURFICIAL CONTAMINATION - DEPTH 1 FT.(OFFSITE)

r ii i

ZONE A, SUBSURFACE CONTAMINATION - DEPTH 2.5 FT.

ZONE A. SUBSURFACE CONTAMINATION - DEPTH 2 TO 3.5 FT.

ZONE A. SUBSURFACE CONTAMINATION - DEPTH 3.5 FT.


ZONE A - 2 , SUBSURFACE CONTAMINATION - DEPTH 12.5 FT.

SIGNATURE*

NOTES:

1. FOR NOTES SEE SHEET 1 OF 13.

2. NOT USED.

3. NOT USED.

4. TESTING TO DETERMINE THE LIMITS OFC0NTAMBNAT10N, AND REVIEW OF SITEINVESTIGATION FIELD NOTES CAUSEDTHIS AREA TO BE SHAPED ANDRELOCATED.

%Js'£r\{-J*A:-

No DATF*


No DATT' APPR




CHECKED:

J. POSTDCS. ENC:

K. FONDAPROJ. ENC:

K. FONDAPROJ. WOK.:


K. KAMBHUAPPROVED!

D. DATES

DATE: CUEKT APPROVALS: DATE:


PESSES SITEEXISTING SITE PUN

(SOUTH)DRAWN:

J.S.O.SCALE:

1" = 50'

DATE:

1-05-90W. 0. No.

2444-03-03

DWG. No. RCV. No

SHT.r OF: 13I:\DWO\24440305\2444S025.30PA 11-25-92 1-50

002485

AREA

1

1-1

2

3

4

AREA CLASSIFICATION

EXCLUSION AREA

SATELLITE EXCLUSIONAREA

DECONTAMINATION AREA

CLEAN AREA

OFF-SITE CLEANAREA

SAFETY REQUIREMENTS

ALL PERSONNEL AND EQUIPMENT LEAVING THIS AREA MUST PASS THROUGHAREA 2. EXCAVATION, TRUCK LOADING CONTAMINATED SOIL STAGINGAND ON-SITE ENCAPSULATING WILL TAKE PLACE IN THIS AREA.

EXCAVATION AND TRUCK LOADING CONTAMINATED SOIL WILL TAKE PLACEIN THIS AREA BACKFILL WITH CLEAN FILL IMEDIATELY.

VEHICLE AND PERSONNEL DECONTAMINATION FACILITIES WILL TAKE PLACE IN THIS AREA.

THIS AREA WILL ENCOMPASS THE SUPPORT AREAS OF THE SITE DESIGNATED AS"CLEAN". ALL PERSONNEL AND EQUIPMENT ENTERING THIS AREA FROMAREA 1 MUST UNDERGO THOROUGH DECONTAMINATION PRIOR TO ENTERING.

OFF-SITE AREAS WHERE NO PERSONNEL PROTECTIVE EQUIPMENT IS REQUIRED.

SEE NOTE 3 ONE ROW SAND BAGDIKE OR EARTHEN BERM(SEE NOTE 3 ON SHT. 6)

BAG HOUSE ON

M.K.T. RAILWAY COMPANY (NEY YARDS)

AREA 1-1

CENIKORBUILDING

AREA 1ONE STORYBRICK BUILDING

AREA 1-1 METAL BUILDING

EXISTINGWATER METER(SEE NOTE 1)ASPHALT PAVING

P.P. F.H.

SEE NOTE 3 (TYP.)

P.P.

SEE NOTE 3 (TYP.)MAIN STREETSOUTH AREA 4

AREA 1-1

AREA 1-1

BENCH MARK DATA

BM #1 CITY OF FORT WORTH, TEXAS MONUMENT NO. 4744,BRASS DISC IN TOP OF SW CORNER OF FRAJLROAD BRIDGECROSSING MORNING SIDE AT S MAIN ST E L 675.25 MSL

TBM #1 SQUARE CUT TOP OF CURB, C '10* INLET E SIDEOF S MAIN ST APROX. 120' N OF PAGE ST. EL 665.76

TBM # 2 SQUARE CUT TOP OF CURB ON INLET E SIDE OFS MAIN ST AT CORNER OF CENIKOR BUILDING(2209 S MAIN ST) EL 665.46.

NOTES:

1; CONTRACTOR SHALL COORDINATE WITH! CITY OF FORT WORTHFOR WATER TIE-IN AND PAY FOR ANY NECESSARY CONNECTIONFEES, SEE SPECIFICATION SECTION 01500.

Z CONTRACTOR SHALL CLEAN (AND REMOVE TO STAGING AREA) ANYCONTAMINATED SOIL WHERE TRAILERS ARE TO BE LOCATED AND CONSTRUCTSHELL OR AGGREGATE PAD FOR PLACEMENT OF TRAILERS. CONTRACTORSHALL OBTAIN FROM THE CITY OF FORT WORTH ALLNECESSARY PERMITS FOR PLACEMENT OF TRAILERS ON THE STREETTEMPORARILY WHILE PAD IS BEING CONSTRUCTED.

3. CONTRACTOR SHALL PROVIDE A VODEO TAPE RECORDING OF EXISTING OFF-SITE CONDITIONS WHERE ANY SITE RESTORATION SHALL BE MADE.A COPY OF THIS TAPE RECORDING SHALL BE FURNISHED TO THECONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

LEGEND:• EXISTING SANITARY SEWER MANHOLES

-©- POWER POLES- # - FIRE HYDRANT

A BENCH MARK-P/T- EXISTING OVERHEAD POWER/TELEPHONE LINES

EXISTING GAS LINESEXISTING SANITARY SERVER LINESEXISTING STORM SEWER LINESEXISTING WATER LINE

- * — EXISTING FENCE TO REMAINEXISTING FENCE TO BE REMOVED

M i n i EXISTING RAILROAD"•236" EXISTING CONTOUR UNES— EXISTING DRAINAGE DITCH

/ / TEMPORARY CHAIN-LINK FENCE/ / / TEMPORARY OFF-SITE FENCE

— * — PROPOSED PERMANENT CHAIN-LJNK FENCESAND BAGSSEDIMENT FENCEPROPOSED DRAINAGE DITCH

AREA BOUNDARIES (LIMITS OF INITIAL EXCAVATION)

TRAFFIC DIRECTION (2-WAY)

CONSTRUCTION MANAGER TRAILER

CONSTRUCTION TRAILER

4* WIDE PERSONNEL GATE

PERSONNEL DECONTAMINATION TRAILER

SECURITY TRAILER .

VEHICLE DECONTAMINATION PAD

CONTAMINATED SOIL STAGING (IF REQ'D)

CLEAN SOIL STAGING (IF REQ'D)

CONTAMINATED WATER STORAGE

DATE:

SIGNATURE:

No. DATLY APPR.


REVISION REVISION



DESIGNERS/CONSULTANB

CHECKED:

J. POSTDCS. CMC.;

K. FONDAWTOJ. CMC.:

K. FONDAPROI . MQft.t

M. CAVALIERAPPROVED!

K. KAMBHUAPPROVED:

D. DATES

DATE: CLIENT APPROVALS! DATE:


PESSES SITEMOBILIZATION PLAN

(NORTH)DRAWN:

M.M.G.SCALE!

1" = 50*

DATE!

1-22-90W. 0 . No.

2444-03-03

DW0. No. REV. No.

SHT.! 13l:\DWG\24440303\24443026.MGPA 11-23-62

002486

NOTES:1. FOR NOTES, BENCH MAF=>K DATA, LEGEND, AND

SAFETY REQUIREMENTS. ÊE SHT. 5 OF 13.

2. TEMPORARY DIKE/BERM SHALL BE LOCATED TO CONTROLSURFACE WATER RUN-C>N/RUN-OFF TO THE PROJECT SITE.


CLEAN AREA FOR PHASEFOR EGRESS, INGRESS

CLEAN AREA FOR PHASE II(AFTER PAVING PLACED)

ONE ROW SAND BAGDIKE OR EARTHEN BERM(NOTE 3-TYP.)

CESS DRIVEEXISTING SANTA FE ALOCATE TEMPORARY FENCE PROTECT DURING CONSTRUCTION

CONTAMINATIONREDUCTION AREA

ON PROPERTY LINE

AREA 3

AREA 3CONCSLAB

-*• A+-S •**-•*

p.p. / TBM#1

= 660.04 SOUTH MAIN STREET

AREA 4SEDIMENT•4 DEEP ONLY;

AREA 1-1LOCATE TEMPORARY FENCEAT BACK OF CURB WHERE REQ1

TO ALLOW REMEDIATION OFOFF-SITE CONTAMINANTS

PARKING .

2.053,500

2,053.250

TEMPORARY OFFICES FOR CONTRACTORAND TWC AT 100 PAGE ST.

1 AS PER AS BUILT MARK-UPS

»PPR

I I



MANAGERS DFSICNERS/CONSULTANTS

CHCCKCD:

J. POST[MTfc

DES. CMC.:

K. FONDAPHOJ. CMC.:

K. FONDAPROJ.

M. CAVALIERAPPROVTO:

K.KAMBHUAPPROVED:

D. DATES

CUENT APPROVALS: I DATt:

I5S0C0 FOR DATE:

PESSES SITEMOBILIZATION PLAN

(SOUTH)DRAWN:

J.S.O.SCALE:

1" = 50'

1-05-90DWC. No. REV. No

W. 0 . NO.

SHT. or:l : \ D W G \ 2 4 4 4 O J 0 i \ 2 4 4 4 J 0 2 7 . S O P A 1 1 - 2 3 - 9 2 1 = 5 0

002487

WORK ZONE

WORK ZONE

\ "A -*L \ /\îS-V

V////'///

--H-ft-1 1 !

-n-n-n-r; r! 1

! I

—

v///,////////////N.A.

ZONE A

ZONE A

ZONE A

ZONE A-1

ZONE A - 2

ZONE A - 2

ZONE B

ZONE B-1

DESCRIPTION

EXCAVATED TO ROCK SURFACE

SUBSURFACE CONTAMINATION





SURFICIAL CONTAMINATION


ZONE B-2 SURFICIAL CONTAMINATION (OFFSITE)

METAL BLDG DUST CONTAMINATION

MIN.EXCAVATION

TO ROCK

30"

42"

48"

72"

96"

SEE NOTE 2

SEE NOTE 2

12"

N.A.

REMEDIATIONMETHOD

ON-SITE STABILIZATION ANDCONSOLIDATION IN CAP AREA






IN-SITU STABILIZATIONAND CONSOLIDATION

IN-SITU STABILIZATIONAND PAVING SURFACE

STABILIZATION ANDCONSOLIDATION IN CAP AREA

DECONTAMINATE PERSPECIFICATION SECTION 02220

SANTA FE RAILWAY COMPANY (NEY YARDS)AREA 1-1

ONE ROW SAND BAG DIKESEE NOTE 10

ONE STORYBRICK BUILDING

ASPHALT PAVING SEE NOTE 1

/ / • yt s / f / s \ )t J s / VA\ / / s / // f\/ / / / / /r^—( / /

(SEE NOTE 5)AREA 4 SOUTH MAIN STREET

AREA 1-1SEE NOTE 10

AREA 1-1SEE NOTE 10

BENCH MARK DATA

BM #1 CITY OF FORT WORTH, TEXAS MONUMENT NO. 4744,BRASS DISC IN TOP OF SW CORJNER OF RAILROAD BRIDGECROSSING MORNING SIDE AT S W, AIN ST EL 675.25 MSL

TBM #1 SQUARE CUT TOP OF CURB, C 10' INLET E SIDEOF S MAIN ST APROX. 120' N OF PAGE ST, EL 665.76

TBM # 2 SQUARE CUT TOP OF CURB ON INLET E SIDE OFS MAIN ST AT CORNER OF CENIKOR BUILDING(2209 S MAIN ST) EL 665.46.

NOTES:

1. FOR ADDITIONAL NOTES, LEGEND AND SAFETY REQUIREMENTSSEE SHEET 1 AND 5 OF 13.

3. CONTRACTOR SHALL CUT THIS AREA TO PROPER PAVING SUBRGADEPRIOR TO STABILIZATION AND FINAL CAPPING. EXCESS SOIL SHALLBE INCORPORATED INTO STABiUZED CAP AREA TO THE SOUTH.

5. CONTRACTOR SHALL REMOVE. SUMP AND SIDEWALKSFOR INCORPORATION BENEATH CAPS.'

BECANOPIES

ALLOWED

7. EXCAVATION IN ZONE B - 2 SHALL BE DONE ASDESCRIBED ONLY ONE OFF-STE CONTAMINATED ZONESHALL BE EXCAVATED AT ONE TIME. NO EXCAVATION SHALL BEALLOWED TO REMAIN OPEN OVERNIGHT.

8. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TOAVOID FLOODING OF ADJACENT AREAS.

9. BOUNDARIES SHOWN FOR CONTAMINATED ZONES AREAPPROXIMATE ONLY AND MUST BE CONFIRMED BY SAMPLING ANDANALYSIS PER SPECIFICATION SECTION 02150.

10. OFF-SITE ZONES SHALL BE RESTORED TO ORIGINAL CONDITION ORBETTER. INCLUDE TOP SOIL AND SODDING WHERE NECESSARY.

DATE:

SIGNATURE:


No D*TE: ' APPB RfV'SIQM

I1 __]_

I I

No. i PATC



J. POSTDATE:

DCS. E N C :

K. FONDAPROJ. ENC:

K. FONDAPROJ. MCS.:


K. KAMBHUAPPROVED:

D. DATES

CUlNT APPROVALS: DATE:

IS3UED FOR CONSTRUCTION: DATE:

PESSES SITEOPERATIONS PLAN

(NORTH)DRAWN:

SCALE:

M.M.G.DATE:

1" = 50'

1-30-90W. 0 . No.

2444-03-03

DWG. No. REV. No.

0SHT.. OF: . 13

002488

oinCN

oo

o

8CNCO

5

POTENTIAL INTERIM STAGINGAREAS FOR CONTAMINATEDSOIL FROM ZONES A AND A-1(SEE NOTE 3)

Ld


POTENTIAL STOCKPILEAREA CLEAN FOR CLEANIMPORTED FILL

ooq_5

o

V)

ONE ROW SAND BAGDIKE OR EARTHEN BERM

CONC.SLAB

AREA 1

AREA 4

P.P.

(SEE NOTE 5)

PP. / TBM#1= 660.04

M.H.

F = 662.17SOUTH MAIN STREET

(SEE NOTE $ & 7)

SEDIMENTDEEP ONLY)FENCE 6 |12

PARKING

2,053,750

2.053,500

2,053,250

WORK ZONE

WORK ZONE

N.A.

ZONE A

ZONE A

ZONE A

ZONE A-1

ZONE A - 2

ZONE A - 2

ZONE B

ZONE B-1

DESCRIPTION

EXCAVATED TO ROCK SURFACE








ZONE B-2 SURFICIAL CONTAMINATION (0FFS1TE)

METAL BLDG DUST CONTAMINATION

MIN.EXCAVATION

TO ROCK

30"

42"

48"

72"

96"

SEE NOTE 2

NOTE 2

12"

N.A.

REMEDIATIONMETHOD







IN-SITU STABILIZATIONAND CONSOLIDATION

IN-SITU STABILIZATIONAND PAVING SURFACE.

STABILIZATION ANDCONSOLIDATION IN CAP AREA

DECONTAMINATE PERSPECIFICATION SECTION 02220

AS

NOTES:

1. FOR ADDITIONAL. NOTES, BENCHMARK DATA, LEGENDS,AND SAFETY AREEA INFORMATION, SEE SHTS., 1 AND 5.

3. CONTAMINATED SOIL FROM ZONES A AND A - 1 MAYBE STAGED IN ZIONE B BETWEEN THESE ZONESINSTEAD OF STMGING AREA. STABILIZE THIS AREAPRIOR TO STAGING CONTAMINATED SOILS.

4. BOUNDARIES SH<OWN FOR CONTAMINATED ZONES AREAPPROXIMATE C*NLY AND MUST BE CONFIRMEDSAMPLING AND ANALYSIS PER SPECIFICATIONSECTION 02150..

5. CONTRACTOR ShHALL PROVIDE TEMPORARY GUYEDSUPPORTS AT P»0WER POLES AS REQUIRED DURINGEXCAVATION/BACKFILL SEQUENCE OF WORK (TYP.).

6. REMOVE ADJACENT OFF-SITE CONTAMINATED MATERIALFOR STABILIZATION WITHIN CAP AREA.

7. CONTRACTOR SHALL CONFIRM U/G UTILITY LOCATIONSW/THE CITY OF FORT WORTH PRIOR TO COMMENCINGWORK.

8. OFF-SITE ZONPS SHALL BE RESTORED TO ORIGINALCONDITION OR SETTER. INCLUDE TOP SOIL ANDSODDING WHER£ NECESSARY.

BUILT> • " • - r v

DATE:

SIGNATURE:

4-Wo. ' DATE:


No. i P A H :



MANACfRS DESIGNERS/CONSULTANTS

CHtCKtO;

J. POSTDCS. EMC.:

K. FONDAPftOJ. CMC.:

K. FONDAPftOJ. MCft.:

M. CAVALIERAPPROVCD:

K.KAMBHUAPPROVED:

DATt;

D. DATES

CUCNT APPROVALS: DATE:

rSSUCD TOP CONSTRUCTIONi DATL:

PESSES SITEOPERATIONS PLAN

(SOUTH)DRAWN!

J.S.O.DATE:

1-09-90SCAU:

1" = 50'W. 0 . No.

| 244/.-03-03

DWC. Mo. I REV. No

SHT.: OF: 13l:\DWC\2444OiO3\2**4J020.MGPA 11-2J-B2 1=50

002489

NOTES;1. FOR NOTES AND LEGEND, SEE ShkEET 1 OF 13.

2. CONTRACTOR SHALL VERIFY PAVINMG ELEVATIONS AND GRADESTO MATCH EXISTING SURFACE A T TRANSITION.

BENCH MARK DATA:

BM #1 CITY OF FORT WORTH, TEXAS MONUMENT NO. 4744 BRASS DISKIN TOP OF S.W. CORNER OF RAILRQMD BRIDGE CROSSING. MORNINGSIDEAT SOUTH MAIN ST. EL 675.25 MSfc

TBM #1 SQUARE CUT TOP OF CURB* t£ 1 O ' CURB INLET EAST SIDE OFMAIN ST. APPROX. 120' N. OF PAGE£ ST.

TBM #2 SQUARE CUT TOP OF CURB}, ON INLET EAST OF SOUTHMAIN ST. © SOUTHWEST CORNER 0F-~ CENIKOR BLDG. (2209 S. MAIN ST.)

CONTRACTOR REPLACED EXISTING ASPHALTWITH 6" CONCRETE OVER STABILIZED SUBGRADE.

SANTA FE RAILWAY COMPANY (NEY YARDS)(SEE NOTE 2)

EDGE OF CONCRETE^

4 CONCRETE OVERCONCRETE PADn

70.4

METAL BUILDING

• * ~ 70.5

ONE STORYBRICK BUILDING

P.P.

(SEE NOTE 2) CITY WATERMETERSOUTH MAIN STREET

LEGEND:

-x- • x -

x —

69.6

PERMANENT FENCE

EXISTING FENCE

8" CONCRETE PAVING

TOP OF FINISH PAVING EL0=600 MSL

DATE: /1

SIGNATURE


No. I PATT- «pp l<. PTVIÔN



MANAGES

CHECKED:J. POST

DCS. ENC;

K. FONDA

DATE:

PRCJ. ENC:

K. FONDAPROJ. MGR.:


K. KAMBHUAPPROVED:

D. DATES

CUENT APPROVALS: DAH:

ISSUED FOR CONSTRUCTION: DATt;

PESSES SITEFINAL SITE PUN

(HORTH)DRAWN:

M.M.G.! DATE:

1-24-90DWG. No. REV. No

SCALE:

1" = 50'W. 0. No.

2444 -03-030

SHT. or:13

I ; \OWG\24.*40303\2444J03C.WCPA 1 1 - 2 3 - 9 2 1 - 5 0

002490

NOTES:

1. FOR ADDITIONAL NOTES, BENCH MARK, AND LEGEND,SEE SHEET 1 AND 9 OF 13.

2. FINISHED SLAB ELEVATIONS WILL BE A FUNCTION OFCONTAMINATED SOIL VOLUME WITHIN CAP AREA.

3. PEAK DRAINAGE FLOW RATES OBTAINED USING SCS CURVENO. 85 FOR 25 YR. FREQUENCY RAINFALL ,

4. EXPANSION JOINT AT RIDGE AND AT MAX 80' CENTERS,IN LONGITUDINAL DIRECTION.

5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TEMPORARY FLOOOCONTROLS AND SILT FENCING PER SPECIFICATION SECTION 02110.

6. CONTRACTOR SHALL INSTALL STANDARD EPA SIGN ON PERMANENTFENCE AT MAX. 200 FT. SPACING - "KEEP OUT" W/ SKULLAND CROSSBONES.

36" STORM DRAIN SANTA FE RAILWAY COMPANY (NEY YARDS)DRAIN, GRATED MANHOLE AND MANHOLEFILLED WITH ROSK AND CONCRETED OVER.

HORSE SHOESEWER

18' GATE

10* GATE (SEE NOTE 4 1 0 j j 3 MANHOLECONCRETE SWALE TAPER OUT TOF ELEV. 70.2± AT THE END OF CAP

CONCRETE SWALEt ELEV. 68.0

y v / / / ty / / /

6" SS(ABANDONED)SOUTH MAIN STREET

PARKING

LEGEND:

X —- X-

74.7

DRAINAGE AREA (ACRES) :FLOW (CFS)

PERMANENT FENCE

TOP OF RNISH PAVING ELEVATION

CONCRETE PAVING *-

bATF; (1


No. i DATE: REVTSiOW

PESSES SITEREMEDIAL ACTION



CHECKED:

J. POSTDCS. CMC.:

K. FONDAPROJ. CMC.:

K. FONDAPRO). W8R.I

M. CAVALIERAPPROVHJl

K...KAMBHUAPPROVEO:

D. DATES

BATE:. CUtMT AlfftOVALS: DATE:


PESSES SITEFINAL SITE PLAN

(SOUTH)DRAW*)

J.P.DATE:

I 1-09-90SCALE:

1" = 50'W. 0. Ho.

2444-03-03

DWG. No. REV. No.

SHT.: . 10 OF:. 13l:\0WC\24443030\24443031.MGPA 11-2J-9Z 1=50

002491

Q. PERMANENTCHAIN UNK FENCE(TYP.)

4" I.D. (MIN.)PVC BLOCK OUT TOACCEPT GROUTEDFENCE POSTS (TYP.)

8" CONCRETE PAVINGW/#4 © 12" EA. WAYT & B (TYP.)(SEE NOTE 1)

(SEE PLAN FORPAVING EL)

V/s.

12" DEEP IN-SITUSTABIUZED SOIL

(SEE NOTE 2)

UNDISTURBED SOIL

, 1 - 1 / 2 " CLR.

NOTES:1. LOCATE EXPANSION JOINTS IN NORTH AREA

PAVING AT 80' MAXIMUM SPACING IN BOTHDIRECTIONS. INTERMEDIATE CONSTRUCTIONJOINTS MAY BE USED AT CONTRACTOR'S OPTION,(SEE DETAILS ON SHEET 13).

2. ANY CONTAMINATED SOIL WHICH IS EXCAVATEDFROM PERIMETER GRADE BEAMS AND/OR BETWEENPAVING AND THE f t SHALL BE STABIUZED ANDCOMPACTED WITHIN THE CAP AREA.

3. FINAL SIDE SLOPE OF REINFORCED CONCRETE CAP -.WILL BE A FUNCTION OF THE VOLUME OFSTABILIZED SOIL WITHIN THE CAP AREA.CONTRACTOR SHALL PLACE SOIL IN AMANNER THAT PROMOTES AN EQUAL SLOPE ONOPPOSITE SIDES OF THE CAP.

4. THE BOTTOM LAYER OF CONTAMINATED SOIL INTHE CAP SHALL BE IN-SITU STABIUZED ANDCOMPACTED PER SPECS. SUCCESSIVE LAYERS SHALLBE STABIUZED AND COMPACTED IN 12" (MAX.)LOOSE UFTS.

5. SEED AND FERTILIZE EASEMENT AREA PERTEXAS STATE DEPT. OF HIGHWAYS AND PUBUCTRANSPORTATION (SDHPT) STANDARD SPECIFICATIONITEM 164 - "SEEDING FOR EROSION CONTROL".

#3 STIRRUPS@ 18" O.C.(TYP.)

2 #4 CONTIN.(TYP.)

(TYP.)

SECTIONSCALE; r=1' -0" 9,10 11

DATE:

SIGNATURE

REDWOOD JOINT W/JOiNT SEALANT AT RIDGE ONLY

Q. PERMANENTCHAIN UNK FENCE

2 5 - 0 ACCESS EASEMENT

BOTTOM REBAR CONTINUOUSAT RIDGE ONLY .RIDGE EL VARIES

ALONG LENGTH OF CAP(NOTE 3)

WATERPROOFING TREATMENTAT CONC. SURFACE PER SPECS(TYP. ENTIRE CAP)SEE PLAN FOR

ILELEV.Q. PERMANENTCHAIN UNK FENCEFIN. GRADE

TO MATCHADJACENTNATURAL GRADE(SEE NOTES)

8" CONCRETE PAVINGW/#4 © 12" EA. WAYT & B (TYP)

PVC PIPE WRAPPED SNUGAROUND CIP FENCE POSTCONSTR. JOINT

w/2"x2" KEYWAY

6" PAVED CHANNEL

ADDITIONAL3* WIDE UNER© JOINTS

CLEAN IMPORTED FILLCOMPACTED TO 90%STD PROCTOR DENSITY

1-1/2 CLR.—•—(TYP) STABIUZED AN

COMPACTED SOIL(SEE NOTE 4)

#3 STIRRUPS18" O.C.

80 MIL HDPE UNER(CONTINUOUSLY WELDED© SEAMS)

#3 STIRRUPS© 18" O.C.CLEAN IMPORTED FILL

UNDER SWALE AT DEEPEXTRACTIONS ONLY

STABIUZED ANDCOMPACTED SOIL(SEE NOTE 4)

2 - # 4 CONTIN.UNDISTURBED SOIL2 - # 4 CONTIN.

(SEE NOTE 2)

SECTIONSCALE: 1 = 1 - 0 " 10

FINISHED GRADE(SEE PLAN FOR EL)

* . . .*

No. I DAT


REVISION APPP,. I




CHECKEO:

J . POSTDES. ENG.:

K. FONDAPROJ. ENC:

K. FONDAPROJ. MGR.:

M. CAVALIERAPPROVED

K.KAMBHUAPPROVED:

D. DATES

DATE: CLIENT APPROVALS:

ISSUED FOR CONSTRUCTION:

DATE:

DATE:

PESSES SITECAP SECTIONS

& DETAILSDRAWN;

J.S.O.SCALE:

1" = 10'

DATE:

1-10-90W.O. NO.

2444-03-03

DWG. Ho. REV. No.

1 1 13l:\DWC\2i440J03\244430J2.JPPA 11-24-92 1=10

002492

SANDBAG DIKE ELEVATION

DETAIL 6

FLOOD CONTROL DIKES

NATURAL GROUND40' (MINIMUM) NATURAL GROUND

rBERM

BURY TOE OFLINER AS REQUIRED

NOTE: CltS-tTDPE ASEEDED TO LINE

SUMPSECTION A - A

T - PROTECTIVE RUBBER STRIP OR EQUAL

60 MIL (MIN.) HDPE UNERLAID ON TOP OF6 MIL POLYETHELYNE

UNERS TO OVERLAP BERMT LEAST 4 ' - 0 'EDGE OF

UNER(TYP.)

PROTECTIVE RUBBER STRIP OR EQUAL

ROW OF SAND BAG

EXISTING DECONSUB USED

SAND BAGS(TYP.)

PROTECTIVE RUBBER STRIPS

DETAIL 1 2 LAYERS OFBENEATH HDPE

VEHICLE DECONTAMINATION AREA SECTION B - B

LIFTING EYEAT EA. END3 / 4 " BRONZE HOSE VALVE TO

VECHICLE DECONTAMINATION AREA

XQ ." BRONZE HOSE VALVE TO

PERSONNEL DECONTAMINATION AREA2 STRANDS OF BARBED WIRE

3" O.D. POSTSr—\ 5 / 8 O.D. FRAME A — WATTS MODEL/T09

BACKFLOW PREVENTEROR EQUALXI REQ'D.)

(15 ' -0 " SURFACE WIDTH FOR ROAD)

2" GALV. STLMESH/

NION (2 REQ'D.) LIMESTONE ORGRANULAR BASE A" FRAME

—3/4" IPS

NOTNOT3/4" x 3/16

BASE FRAME PLAN- UNDISTURBED ÛBGRADE ORCOMPACTED

GATE CENTER/ DROP BAR^3000 PS ASSEMBLY

CONCRETE-. EXISTINGROAD USED

CONCRETE THKUST BLOCK(TYP.) (ASyKEQUIRED)CORNER SECTION

ROOF FRAME PLANNOTE: WORK THIS DETAIL WITH SPECIFICATIONSSECTION 02950 TAÊXISTING

TER SUPPLY -CITY OF FORTWATER METER DETAIL 4 DETAIL 5DETAIL 2

DETAILACCESS ROAD/TRAILER PAD DETAIL TRENCH CANOPY MODULE DETAILSCHAIN LINK FENCE DETAILS

SCHEMATIC DIAGRAM: BACKFLOW PREVENTERSTEEL FENCE POSEQUALLY SPA STEEL FENCE POSTS

EQUALLY SPACED

RECOMMENDED TOE-INMETHOD

RECOMMENDED TOE-INMETHOD

SPOIL BANK

2

WOVEN WIRESUPPORT

TRENCH(BACKFILL)

//''MATERIAL BURLAP, POLYETHYLENE FABRIC,OR NYLON RONFORCEOSMTH POLYESTERNETTING. THE MULLEN B\tf?ST STRENGTHSHALL BE GREATER T H A N X 0 PSI. THEEDGES SHALL BE TREATED TOwPREVENTUNRAVELING.

DETAIL 7 DETAIL 8TEMPORARY DRAINAGE DITCH SEDIMENT FENCE

w

WOVED WIRE SUPPORTATTACHED TO PERIMETER FENCE

MATERIAL POLYETHYLENE FABRIC,OR NYLON REINFORCED WITH POLYESTERNETTING, THE MULLEN BURST STRENGTHSHALL BE GREATER THAN 150 PSI. THEEDGES SHALL BE TREATED TO PREVENTUNRAVEUNG.

DETAIL 9SEDIMENT FENCE

NOTES

VEHICLE DECONTAMINATION NOTES1. EXCAVATE DECONTAMINATION AREA TO REQUIRED DEPTH AND REMOVE

SOIL TO CAP AREA.

2. BERM SHALL BE CONSTRUCTED OF SAND BAGS. AT THE CLOSE OF THECONSTRUCTION MATERIALS USED FOR DECONTAMINATION FACILITIES WILLBE DISPOSED OF OFF SITE AS SPECIFIED IN SECTION 02400.

CHAIN LINK FENCE NOTES1. CONCRETE FOOTING MAY BE OMITTED FOR TEMPORARY FENCED ~ ^

2. OMIT BARBED WIRE, AND TOP RAIL FOR TEMPORARY FENCE-

3. TEMPORARY FENCE MATERIAL TO BE MIN. 12 1/2 GAUGE.

4. FOR FENCE POSTS TO BE INSTALLED IN THE PERMANENT CAP,SET 4 " 0 SLEEVES IN CONCRETE AND GROUT IN FENCE POSTSWITH NON-SHRINK GROUT.

BACKFLOW PREVENTER NOTES1. ALL WATER SERVICE PLUMBING, SERVICING ON-SITE FACILITIES, SHALL

BE INSTALLED.DOWNSTREAM OF THE BACKFLOW PREVENTER UNIT.

2. PiFiNG JOINTS SHOWN SYMBOLICALLY ARE FOR PICTORIAL PURPOSESONLY. THEY DO NOT DESIGNATE SPECIFIC JOINT TYPE.

3. ABOVE GROUND PIPE WITHIN AREAS 2 AND 3 TO BE SUPPORTED ONEXISTING FENCE EVERY 5 ' - 0 " .

DIKE NOTES1. ALL DIKES SHALL HAVE POSITIVE DRAINAGE TO AN OUTLET.

2. DIVERTED RUN-OFF FROM A DISTURBED OR EXPOSED UPLAND AREA.SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE OR ACROSSSODDED AREA IF SUFFICIENT TO CATCH ALL SEDIMENT.

ACCESS ROA^NOTES1. SUBGRADE SHOULD BE CLEARED, GRUBBED, AND GRADED TO DRAIN.

SUBGRADEi SURFACE SHOULD BE FREE OF SHARP OBJECTS (STICKS.ROCKS, ETfc.) AND PROOF ROLLED PRIOR TO ROAD CONSTRUCTION.

2. GRANULAR BASE MATERIAL MAY BE USED IN PLACE OF SHELL ATCONTACTOR'S OPTION.

3. THE GRANULAR B\SE MATERIAL SHOULD CONFORM TO THE TEXASSTATE DEPT. Of* HIGHWAYS AND PUBUC TRANSPORTATION STANDARDSPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGESITEM 249 FLEXIBLE BASE (DELIVERED), GRADE 1 OR 2.

4. CONTRACTOR MAY VARY THE WIDTH FOR USE AS A CLEAN TRAILER PAD.

TRENCH CANOPY MODULE NOTES1. ALL STRUCTURAL MEMBERS ARE 1" x 1" STD. WT.. STL TUBING.

2. ALL JOINTS TO BE FILLET WELD, E70XX, ALL AROUND AND GROUNDSMOOTH.

3. TARP TO COVER FRAME COMPLETELY INCLUDING ENDS. OVERLAP ONSIDES AND ENDS MIN. 1*-0"

4. "A" FRAME TO BE PLACED AT EACH END AND AT THE MIDDLE OFEXCAVATION. " •

5. MAXIMUM TRENCH WIDTH TO BE 20 FT. AT TOP.

6. SAND BAG AROUND SIDES AND ENDS TO PREVENT RAIN WATER FROMENTERING TRENCH AND TO HOLD DOWN STRUCTURE.

SIGNATURE:!


No. DATf: APPR. REVISION No. DATE: iPFR. REVISION



MANAGER! DESIGNERS/CONSULTANTS

CHECKED:

J. POSTOES. ENG.i

K. FONDAPROJ. ENG.:

K. FONDAPROJ. MGR.:


K. KAMBHUAPPROVED:

D. DATES

DATE: CLIENT APPROVALS: DATE:


PESSES SITESECTIONS AND DETAILS

DRAWN:

M.M.G.SCALE:

NONE

DATE:

2-2-90W.O. No.:

2444-03-03

DWG. No.: REV. No.:

SHT.: 12 OF: 13l : \DW0\2444O503\24443033.MGPA 1 1 - 2 4 - 9 2 1=50

002493

RAISED FLOOR(WOOD PALLETS)CONTAMINATED LIQUID

DISPOSAL TANK WITHSECONDARY CONTAINMENT

JOINT SEALANT

RINSE>• SOLUTION TUBS

4" PVC WATERSTOP 1" J3 SMOOTHDOWELS2 ' - 0 " LONG © 24" CENTERSIN CENTER OF SLAB

VEHICLEDECONTAMINA

P A - ^. 12)TARPCOVEREDAREAEXISTING

METAL BUILDINGUCTION

TRAILER

MAIN REINF.

CONTRACTOR'STRAILER EXPANSION JOINT

MTL. (PER SPECS)4' PERSONNELGATE

SECURITYTRAILER

L DISCONTINUEREINF. THRU JOINT

TEMPOCHAIN

PERSONNELDECONTAMINATIONTRAILER

DETAIL 1 DETAIL 2FOR ADDITIONALINFORMATIONREFER TO S02220 .

"ATI ON SOFFICES

SHEDS).

DOWELLED EXPANSION JOINTTEMPORARY FAC LITIES

2"x4" KEYWAYW/ 4" PVCWATERSTOP

"SOFT SEAL" W/BACKER ROD

EXPANSION JOINTMATERIAL

REINFORCING SHALLBE CONTINUOUSTHROUGH JOINT.

DETAIL 4DETAIL 3

CONSTRUCTION JOINT JOINT SEALANT

4" PAVINGAROUND INLET

6" OPENINGBEHIND SECTION CONCRETE CAP

SOUD TOP W/W.H. COVER6" OPENING

- 6 " PIPEBALLARD

CONCRETE SWALEFL ,EL 68.0

END OF CAP4" PAVING —ALL AROUND

24" RCP (FL G4.5)

PRECAST CONCRETE BOXMONOLITHIC BOTTOM

V//////////,

SOLID TOP-W/M.H. COVER

6"x4" WIDEOPENING — FL OF CONCRETE

SWALE

SECTION "D" SECTION "E* SIGNATURE:

DETAIL 5



; AS PER AS BUILT MARK-UPSPESSES SITE

SECTIONS AND DETAILSK. FONDA

K. FONDA

M. CAVALIER

1-26-90K. KAMBHUW. 0 . No.

2444-0303DESIGNERS/CONSULTANTS D. DATESl:\DiVG\24440i03\24443034.MGPA 11-24-92 1-50

002494

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