STATE OF DELAWARE DEPARTMENT OF NATURAL RESOURCES ...bidcondocs.delaware.gov/NAT/NAT_19001-BOWERS_ad2.pdf · 8-01-115.17-02-45.00-000 fawber, richard m. 8-01-115.17-02-48.00-000 ishler,

90 LF, 18" RCP

8-01-115.13-01-38.00-000 POWELL, FRANCIS G.

8-01-115.13-01-37.00-000 STAGNER, LAURA F.

8-01-115.13-01-36.00-000 ALBERTSON, FRANK B.

8-01-115.17-02-05.01-000 FICHTER, CALVIN E. SR.

8-01-115.17-02-05.00-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-50.00-000 VU, ANTHONY

8-01-115.13-01-51.00-000 KOONS, DIANA I.

8-01-115.13-01-49.00-000 GRESCH, JOHN F. JR.

8-01-115.13-01-52.00-000 MAMMARELLI, HARRIET E.

8-01-115.13-01-53.02-000 MAMMARELLI, MATTHEW

8-01-115.13-01-53.01-000 MAMMARELLI, MATTHEW

8-01-115.13-01-56.00-000 PHILLIS, WILLIAM K.

8-01-115.13-01-35.00-000 INGRAM, DAVID C. JR.

8-01-115.13-01-57.00-000 HANEBURY, WILLIAM A.

8-01-115.13-01-56.01-000 JONES, LINDA M.

8-01-115.13-01-59.00-000 JARRELL, WAYNE C.R.

8-01-115.17-02-24.00-000 FRECH, RANDALL

8-01-115.13-01-58.00-000 MAMMARELLI, HARRIET

8-01-115.17-02-27.00-000 RIESE, KENNETH S.

8-01-115.17-02-32.00-000 EWING, RICHARD T. TRUSTEE

8-01-115.17-02-29.00-000 EWING, MARY L.

8-01-115.17-02-30.01-000 EWING, MARY L.

8-01-115.17-02-40.00-000 AUGHEY, JEFFREY L.

8-01-115.17-02-30.00-000 SNAITH, HAROLD V.

8-01-115.17-02-43.00-000 MCDEVITT, ROBERT J. SR.

8-01-115.17-02-31.00-000 KLEIN, SAMUEL D.

8-01-115.17-02-42.00-000 VONSTETTEN, MELVIN

8-01-115.17-02-47.00-000 LAPIERS, JOSEPH F.

8-01-115.17-02-49.00-000 ORENDORF, RALPH O.

8-01-115.17-02-46.00-000 WASYLKOWSKI, ROBERT W. SR.

8-01-115.17-02-41.00-000 FEDELE, LOUIS

8-01-115.17-02-45.00-000 FAWBER, RICHARD M.

8-01-115.17-02-48.00-000 ISHLER, CARL O.

SM-01-115.17-02-06.00 STATE OF DELAWARE

8-01-115.17-02-23.00-000 WICKENHEISER, JAMES L.

8-01-115.17-02-05.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.01-000 KENT COUNTY

8-01-115.17-02-04.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.00-000 VOGEL, JOHN R.

8-01-115.17-02-04.01-000 VENTURA, KENNETH R.

8-01-115.13-01-33.00-000 POTTER, CARLOS

8-01-115.17-02-03.00-000 MORRIS, COLEMAN H. III

8-01-115.17-02-04.00-000 LIPPERT, COLEMAN DAVID

8-01-115.17-02-02.00-000 WENTZLER, MICHAEL B.

8-01-115.17-02-01.00-000 MILLER, STEPHEN D.

8-01-115.17-02-81.00-000 ROSE, DIANE L.

8-01-115.17-02-08.01-000 KEESLING, MARIA

8-01-115.17-02-47.01-000 ISHLER, CARL O.

8-01-115.17-02-79.01-000 AURAND, WILLIAM R.

8-01-115.17-02-75.00-000 CLARK, GEORGE MICHAEL

8-01-115.17-02-23.09-000 GECHTER, ILONA R.

8-01-115.17-02-23.06-000 DAVIDHEISER, STANLEY A.

8-01-115.17-02-23.07-000 OXENFORD, RICHARD C.

8-01-115.17-02-23.04-000 HANNAH, CHARLES J.

8-01-115.17-02-23.01-000 RUYTER, MARY A.

8-01-115.17-02-54.01-000 STIO, JOSEPH

8-01-115.17-02-07.00-000 STATE OF DELAWARE

8-01-115.17-02-08.00-000 GRAYBEAL, EDWARD P.

8-01-115.17-02-09.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-12.00-000 LEED, JEFFREY A.

8-01-115.17-02-79.00-000 AURAND, WILLIAM R.

8-01-115.17-02-74.00-000 BATEMAN, THOMAS

8-01-115.17-02-52.00-000 FITZKEE, ELLEN P.

8-01-115.17-02-23.11-000 WICKENHEISER, JAMES L.

8-01-115.17-02-11.00-000 KESSLER, ALICE M.

8-01-115.17-02-23.03-000 OXENFORD, RICHARD C.

8-01-115.17-02-10.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-23.05-000 GECHTER, ILONA R.

8-01-115.17-02-78.00-000 HAWK, TERRY L.

8-01-115.17-02-72.00-000 UHLHORN, ARDELL R.

8-01-115.17-02-71.00-000 JUNCA, RENE A.

8-01-115.17-02-57.00-000 HAMILTON, PATRICK J.

8-01-115.17-02-50.00-000 CASSIDY, WILLIAM J.

8-01-115.17-02-70.00-000 JUNCA, RENE A.

8-01-115.17-02-69.00-000 JUNCA, RENEE

8-01-115.17-02-54.00-000 STIO, JOSEPH

8-01-115.17-02-68.00-000 STATE BOARD OF GAME & FISH

8-01-115.17-02-16.00-000 BLAZENSKY, ANDREW E.

8-01-115.17-02-15.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-23.10-000 RUSSO, PETER C.

8-01-115.17-02-23.02-000 CROMER, MICHAEL R.

SM-01-115.17-02-22.00 STATE OF DELAWARE

8-01-115.17-02-14.00-000 GALICZYNSKI, WILLIAM

8-01-115.17-01-13.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-67.00-000 POULIN, WILLIAM H.

8-01-115.17-02-65.00-000 DELAWARE STATE OF

8-01-115.17-02-64.00-000 DELAWARE STATE OF BOARD OF GAM

8-01-115.17-02-63.00-000 STIO, JOSEPH

8-01-115.17-02-62.00-000 DELAWARE STATE OF FOR USE OF

8-01-115.17-02-21.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-22.00-000 DELAWARE STATE OF FOR USE OF

8-01-115.17-01-32.00-000 DELAWARE STATE OF

8-01-115.17-01-31.00-000 DELAWARE STATE OF

8-01-115.17-02-18.00-000 LEE, ROBERT L.

8-01-115.17-02-19.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-20.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-61.00-000 DELAWARE STATE OF, THE

8-01-115.17-02-59.00-000 BENNER, HENRY G.

8-01-115.17-02-58.00-000 SHARP, DARYL E.

8-01-115.17-01-33.00-000 CHRISTENSEN, CARISSA BRYCE

8-01-115.17-01-34.00-000 D & O ASSOCIATES, LLC

8-01-115.17-01-35.00-000 BLUE WIND VISTA, LLC

8-01-115.17-01-28.00-000 FEAGUE, SHERRY

8-01-115.17-01-24.00-000 UNKNOWN OWNER

8-01-115.17-01-19.00-000 PASKEY, WILLIAM L.

8-01-115.17-01-29.00-000 KITTY I, INC.

8-01-115.17-01-35.00-000 BLUE WIND VISTA, LLC

8-01-115.17-01-36.01-000 RUSSO, PETER C.

8-01-115.17-01-35.01-000 RUSSO, ROBERTA L.

8-01-115.17-01-30.00-000 KITTY I, INC.

8-01-115.17-01-38.00-000 HEALY, JOSEPH W. JR.

8-01-115.17-01-36.00-000 RUSSO, PETER C.

EX DRIVEWAY

EX DRIVEWAY

EX DRIVEWAY

EX FOOTBRIDGE

P.M.

P.M.

PCC CURB (APPROX 325 LF)

SAWCUT 1' FROM EXISTING EDGE OF PAVEMENT (SEE PAVEMENT TIE-IN DETAIL, SHEET C104)

SAWCUT 1' FROM EXISTING EDGE OF PAVEMENT (SEE PAVEMENT TIE-IN DETAIL, SHEET C104)

CURB DRAIN INLETS & PVC OUTLET PIPES. TYP QTY.(4)

HOTMIX CURB (APPROX 293 LF)

HOTMIX CURB (APPROX 84 LF)

SAWCUT TO ESTABLISH PROPOSED EDGE OF PARKING LOT LAYOUT. (TYP.)

PAVEMENT (ENTIRE CROSS-HATCHED AREA)

FOOTBRIDGE (PER OWNER DIRECTION)

SAW

SAW

SAW

SAW

24" RCP

24" RCP

18" RCP

24" RCP

EXISTING DRAINAGE INLET AND PIPES

PCC CURB (APPROX 255 LF)

EXISTING SIGN TO BE RELOCATED BY OWNER

EXISTING SIGN TO BE RELOCATED BY OWNER

INVERTS: IN 0.83 OUT 0.60

INVERTS: IN 1.21 OUT 1.02

INVERTS: IN 1.38 OUT 1.39

INVERTS: IN 0.38 OUT -0.03

INVERTS: IN 0.97 OUT 0.69

INVERTS: IN 3.28 OUT 2.50

SITE BENCHMARK: DRAINAGE INLET RIM ELEV. 3.067' NORTHING 385793.4190 EASTING 661061.7820

SITE BENCHMARK: PROPERTY MARKER ELEV. 3.481' 3.481' NORTHING 385548.3960 EASTING 661028.6660

15" RCP

SITE BENCHMARK: PROPERTY MARKER ELEV. 2.339' NORTHING 385397.4260 EASTING 661135.4900

EXISTING DRAINAGE PIPE

SAWCUT 1' FROM EXISTING EDGE OF PAVEMENT (SEE PAVEMENT TIE-IN DETAIL, SHEET C104)

32 LF, 18" RCP

JURISDICTIONAL WATERS CONVEYED THROUGH PIPE, NOT TO BE DISTURBED.

EXISTING PAVEMENT TO REMAIN TO ALLOW CONTINUED ACCESS TO ADJOINING PROPERTY OWNERS

EXISTING PAVEMENT TO REMAIN TO ALLOW CONTINUED ACCESS TO ADJOINING PROPERTY OWNERS

EXISTING PAVEMENT TO REMAIN TO ALLOW CONTINUED ACCESS TO ADJOINING PROPERTY OWNERS

EXISTING PAVEMENT TO REMAIN TO ALLOW CONTINUED ACCESS TO ADJOINING PROPERTY OWNERS

EXISTING PAVEMENT TO REMAIN TO ALLOW CONTINUED ACCESS TO ADJOINING PROPERTY OWNERS

G:\PROJECTS\175013.00 (DNREC 2017 Engineering OE)\175013.36 Bowers Beach Parking Area Phase I\CADD FILES\Sheets\C-102 - EXISTING CONDITIONS & DEMOLITION.dwg, 10/9/2019 8:47 AM, 10/9/2019 8:47 AM10/9/2019 8:47 AM

PROJECT

DRAWN

REVISIONS

CHK'D/DESIGNER

SHEET NO.

SCALE

PROJECT NO.

SHEET TITLE

ADDENDUM

DESCRIPTION

DATE

SCALE: NTS

EXISTING SUBGRADE (3-5" SILTY SANDS)

2-3" EXISTING BITUMINOUS CONCRETE

REMOVE ALL EXISTING BITUMINOUS CONCRETE WITHIN CROSS-HATCHED AREA TO EXPOSE SILTY SAND SUBGRADE.

1. DISPOSE OF ALL DEMOLISHED MATERIALS OFFSITE AND IN DISPOSE OF ALL DEMOLISHED MATERIALS OFFSITE AND IN ACCORDANCE WITH ALL DNREC & STATE OF DELAWARE REGULATIONS. 2. SEE CONSTRUCTION LAYOUT PLAN FOR COORDINATE DATA SEE CONSTRUCTION LAYOUT PLAN FOR COORDINATE DATA ON SAWCUT LIMITS.

2SHIFT PARKING LOT10/09/19SHIFT PARKING LOT10/09/1910/09/19

2 TRANSLATE WESTERN PARKING TRANSLATE WESTERN PARKING 10/09/19

8-01-115.13-01-38.00-000 POWELL, FRANCIS G.

8-01-115.13-01-37.00-000 STAGNER, LAURA F.

8-01-115.13-01-36.00-000 ALBERTSON, FRANK B.

8-01-115.17-02-05.01-000 FICHTER, CALVIN E. SR.

8-01-115.17-02-05.00-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-50.00-000 VU, ANTHONY

8-01-115.13-01-51.00-000 KOONS, DIANA I.

8-01-115.13-01-49.00-000 GRESCH, JOHN F. JR.

8-01-115.13-01-52.00-000 MAMMARELLI, HARRIET E.

8-01-115.13-01-53.02-000 MAMMARELLI, MATTHEW

8-01-115.13-01-53.01-000 MAMMARELLI, MATTHEW

8-01-115.13-01-56.00-000 PHILLIS, WILLIAM K.

8-01-115.13-01-35.00-000 INGRAM, DAVID C. JR.

8-01-115.13-01-57.00-000 HANEBURY, WILLIAM A.

8-01-115.13-01-56.01-000 JONES, LINDA M.

8-01-115.13-01-59.00-000 JARRELL, WAYNE C.R.

8-01-115.17-02-24.00-000 FRECH, RANDALL

8-01-115.13-01-58.00-000 MAMMARELLI, HARRIET

8-01-115.17-02-27.00-000 RIESE, KENNETH S.

8-01-115.17-02-32.00-000 EWING, RICHARD T. TRUSTEE

8-01-115.17-02-29.00-000 EWING, MARY L.

8-01-115.17-02-30.01-000 EWING, MARY L.

8-01-115.17-02-40.00-000 AUGHEY, JEFFREY L.

8-01-115.17-02-30.00-000 SNAITH, HAROLD V.

8-01-115.17-02-43.00-000 MCDEVITT, ROBERT J. SR.

8-01-115.17-02-31.00-000 KLEIN, SAMUEL D.

8-01-115.17-02-42.00-000 VONSTETTEN, MELVIN

8-01-115.17-02-47.00-000 LAPIERS, JOSEPH F.

8-01-115.17-02-49.00-000 ORENDORF, RALPH O.

8-01-115.17-02-46.00-000 WASYLKOWSKI, ROBERT W. SR.

8-01-115.17-02-41.00-000 FEDELE, LOUIS

8-01-115.17-02-45.00-000 FAWBER, RICHARD M.

8-01-115.17-02-48.00-000 ISHLER, CARL O.

SM-01-115.17-02-06.00 STATE OF DELAWARE

8-01-115.17-02-23.00-000 WICKENHEISER, JAMES L.

8-01-115.17-02-05.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.01-000 KENT COUNTY

8-01-115.17-02-04.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.00-000 VOGEL, JOHN R.

8-01-115.17-02-04.01-000 VENTURA, KENNETH R.

8-01-115.13-01-33.00-000 POTTER, CARLOS

8-01-115.17-02-03.00-000 MORRIS, COLEMAN H. III

8-01-115.17-02-04.00-000 LIPPERT, COLEMAN DAVID

8-01-115.17-02-02.00-000 WENTZLER, MICHAEL B.

8-01-115.17-02-01.00-000 MILLER, STEPHEN D.

8-01-115.17-02-81.00-000 ROSE, DIANE L.

8-01-115.17-02-08.01-000 KEESLING, MARIA

8-01-115.17-02-47.01-000 ISHLER, CARL O.

8-01-115.17-02-23.09-000 GECHTER, ILONA R.

8-01-115.17-02-23.06-000 DAVIDHEISER, STANLEY A.

8-01-115.17-02-23.07-000 OXENFORD, RICHARD C.

8-01-115.17-02-23.04-000 HANNAH, CHARLES J.

8-01-115.17-02-23.01-000 RUYTER, MARY A.

8-01-115.17-02-54.01-000 STIO, JOSEPH

8-01-115.17-02-07.00-000 STATE OF DELAWARE

8-01-115.17-02-08.00-000 GRAYBEAL, EDWARD P.

8-01-115.17-02-09.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-12.00-000 LEED, JEFFREY A.

8-01-115.17-02-52.00-000 FITZKEE, ELLEN P.

8-01-115.17-02-23.11-000 WICKENHEISER, JAMES L.

8-01-115.17-02-11.00-000 KESSLER, ALICE M.

8-01-115.17-02-23.03-000 OXENFORD, RICHARD C.

8-01-115.17-02-10.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-23.05-000 GECHTER, ILONA R.

8-01-115.17-02-57.00-000 HAMILTON, PATRICK J.

8-01-115.17-02-16.00-000 BLAZENSKY, ANDREW E.

8-01-115.17-02-15.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-23.10-000 RUSSO, PETER C.

8-01-115.17-02-23.02-000 CROMER, MICHAEL R.

SM-01-115.17-02-22.00 STATE OF DELAWARE

8-01-115.17-02-14.00-000 GALICZYNSKI, WILLIAM

8-01-115.17-01-13.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-21.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-22.00-000 DELAWARE STATE OF FOR USE OF

8-01-115.17-01-32.00-000 DELAWARE STATE OF

8-01-115.17-01-31.00-000 DELAWARE STATE OF

8-01-115.17-02-18.00-000 LEE, ROBERT L.

8-01-115.17-02-19.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-20.00-000 LASALLE, ALEXANDER S.

8-01-115.17-01-35.00-000 BLUE WIND VISTA, LLC

8-01-115.17-01-28.00-000 FEAGUE, SHERRY

8-01-115.17-01-24.00-000 UNKNOWN OWNER

8-01-115.17-01-19.00-000 PASKEY, WILLIAM L.

8-01-115.17-01-29.00-000 KITTY I, INC.

8-01-115.17-01-35.01-000 RUSSO, ROBERTA L.

8-01-115.17-01-30.00-000 KITTY I, INC.

8-01-115.17-01-38.00-000 HEALY, JOSEPH W. JR.

EX DRIVEWAY

EX DRIVEWAY

EX DRIVEWAY

EX FOOTBRIDGE

P.M.

P.M.

X

X

X

X

REGRADE EXISTING 247 LF SWALE: (SEE TYP. SECTION A-A THIS SHEET)

NEW ENTRANCE (SEE DETAILS PROVIDED ON C104)

NEW ENTRANCE (SEE DETAILS PROVIDED ON C104)

"WESTERN PARKING AREA" PATCHING & OVERLAY (SEE OVERLAY PAVEMENT SECTION, THIS SHEET)

EXISTING PAVEMENT TO REMAIN

R5.00'(TYP.)

R5.00'(TYP.)

HATCHED AREA: - GRADE TO DRAIN (~1% TOWARDS EXISTING DITCH) - 6" MIN. TOPSOIL ALL AREAS OF REMOVED PAVEMENT - SEED PER LANDSCAPING PLAN

24" RCP

24" RCP

24" RCP

NEW PAVEMENT (SEE DETAILS PROVIDED ON C104)

R25.00'

SITE BENCHMARK (SEE EXISTING CONDITIONS & DEMOLITION PLAN)

1.0%

~1.0%

5.27

4.62

4.77

4.12

TOB=3.67

TOB=3.27

44

4

REGRADE EXISTING SWALE FOR 50' DOWNSTREAM OF P-1 OUTLET TO MEET EXISTING DITCH BOTTOM ELEV. (SEE TYP. SECTION B-B THIS SHEET)

TOB=2.87

TOB=2.47

TOB=1.97

~0.4%

HIGH POINT=6.20

FOLLOWING PIPE REMOVAL, MATCH UPSTREAM AND DOWNSTREAM EXISTING SWALE DIMENSIONS AND ELEVATIONS.

5.20

5.16

~0.4%

3.62

4.27

4.95

4.45

3.95

4.55

4.05

3.55

ENSURE POSITIVE DRAINAGE TO RE-GRADED SWALE ALONG SOUTH FLACK AVENUE

ENSURE POSITIVE DRAINAGE TO RE-GRADED SWALE ALONG CLIFTON CUBBAGE DRIVE

5.55

5.05

4.55

TOB=3.55

TOB=3.40

DELAWARE BYWAYS KIOSK (SEE DETAILS PROVIDED ON C111)

JURISDICTIONAL WATERS CONVEYED THROUGH PIPE, NOT TO BE DISTURBED.

9

10

2

4

G:\PROJECTS\175013.00 (DNREC 2017 Engineering OE)\175013.36 Bowers Beach Parking Area Phase I\CADD FILES\Sheets\C-103 - SITE LAYOUT PLAN.dwg, 10/9/2019 8:47 AM, 10/9/2019 8:47 AM10/9/2019 8:47 AM

PROJECT

DRAWN

REVISIONS

CHK'D/DESIGNER

SHEET NO.

SCALE

PROJECT NO.

SHEET TITLE

ADDENDUM

DESCRIPTION

DATE

NO.SIZE / TYPE CLASS LENGTH SLOPE INLET EL. DIS. EL.SIZE / TYPE CLASS LENGTH SLOPE INLET EL. DIS. EL. CLASS LENGTH SLOPE INLET EL. DIS. EL.

1

15" RCP

V

64'

0.30%

2.74

2.55

2

15" RCP

V

64'

0.42%

3.20

2.93

1. PARCEL LINES REFERENCED FROM STATE OF DELAWARE (FIRSTMAP.DELAWARE.GOV). 2. TOPOGRAPHY PROVIDED BY DELAWARE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL. 3. EXISTING CONTOURS SHOWN, PROPOSED SLOPES AND SPOT ELEVATIONS SHALL EXISTING CONTOURS SHOWN, PROPOSED SLOPES AND SPOT ELEVATIONS SHALL GOVERN IN ANY AREAS OF PROPOSED GRADING. 4. THE TOWN OF BOWERS SHALL OBTAIN APPROVAL FROM ADJACENT LAND OWNERS TO SECURE TRESPASS RIGHTS PRIOR TO CONSTRUCTION. 5. SEE LANDSCAPING PLANS FOR PROPOSED PLANTING LAYOUT.

1. CONTRACTOR SHALL REVIEW OVERLAY PAVEMENT AREA W/ OWNER TO DETERMINE AREAS FOR FULL DEPTH PATCHING, PRIOR TO DEMO OR OVERLAY PAVEMENT. 2. ALL IDENTIFIED AREAS FOR PATCHING SHALL BE SAWCUT AND ALL BITUMINOUS MATERIAL SHALL BE REMOVED. PLACE BORROW, TYPE B AS NEEDED BELOW EXISTING PAVEMENT SECTION. PLACE 2" MIN LIFT OF BITUMINOUS TYPE C TO MEET SURROUNDING GRADES, PRIOR TO OVERLAY LIFT. 3. TOPSOIL GRADES SHALL MEET EDGE OF PAVEMENT. 4. BASE BID AREA FOR FULL DEPTH PATCHING = 326 SY. 5. FINAL PAVEMENT GRADES SHALL PROVIDE A SLOPE OF 2% OR LESS IN ALL FINAL PAVEMENT GRADES SHALL PROVIDE A SLOPE OF 2% OR LESS IN ALL DIRECTIONS. 6. AREAS OF FULL DEPTH PAVEMENT SHALL BE PROOF-ROLLED USING A LOADED AREAS OF FULL DEPTH PAVEMENT SHALL BE PROOF-ROLLED USING A LOADED DUMP TRUCK WITH A MINIMUM WEIGHT OF 30 TONS.

SCALE: NTS

2" LIFT SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE), DELDOT SECTION 401

2" LIFT SUPERPAVE TYPE B, PG 64-22 (CARBONATE STONE), DELDOT SECTION 401

6" GRADED AGGREGATE BASE COURSE, TYPE B, DELDOT SECTION 301

EXISTING SUBGRADE. FILL WITH TYPE B BORROW (COMPACTED TO 95% MODIFIED PROCTOR) WHERE REQUIRED. DELDOT SECTION 209

SCALE: NTS

2" LIFT SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE), DELDOT SECTION 401

EXISTING SUBGRADE (3-5" SILTY SANDS)

2-3" EXISTING BITUMINOUS CONCRETE

SAWCUT & PATCH AREAS OF UNSUITABLE PAVEMENT PRIOR TO OVERLAY AS DIRECTED BY THE OWNER DELDOT SECTION 762

SCALE: NTS

10.00'

10.00'

4.00'

4.00'

10:1

VARIES 1-2%

CLIFTON CUBBAGE DRIVE

EX. PAVEMENT

6" MIN. TOPSOIL, SEED, & MULCH PER E&S DETAIL SHEET.

6" MIN. TOPSOIL, SEED, & INSTALL STABILIZATION MATTING, PER E&S DETAIL SHEET.

MATTING

MULCH

SCALE: NTS

10.00'

10.00'

4.00'

4.00'

10:1

SLOPE VARIES TO MEET EXISTING PAVEMENT

SOUTH FLACK AVENUE

EX. PAVEMENT

6" MIN. TOPSOIL, SEED, & MULCH PER E&S DETAIL SHEET.

6" MIN. TOPSOIL, SEED, & INSTALL STABILIZATION MATTING, PER E&S DETAIL SHEET.

MATTING

MULCH

(WIDTH VARIES)

(WIDTH VARIES)

EX. PAVEMENT

EX. PARKING LOT

PROPOSED LONGITUDINAL SLOPE = 0.3%

PROPOSED LONGITUDINAL SLOPE = 0.8%

SWALE ALIGNMENT

SWALE ALIGNMENT

PLACE BORROW, TYPE B AS NEEDED BENEATH PATCH AREA AND COMPACT TO 95% MODIFIED PROCTOR DELDOT SECTION 209

2 TRANSLATE WESTERN PARKING TRANSLATE WESTERN PARKING 10/09/19

X

X

EX DRIVEWAY

24" RCP

24" RCP

EXISTING INLET AND PIPES TO REMAIN

NOT LESS THAN 7'

NOT LESS THAN 7'

3'

3'

IF NO CURB, 4' FROM EDGE OF PAVEMENT.

SIGN TO BE INSTALLED ON BREAKAWAY POST

DESIGN, FABRICATION AND INSTALLATION OF ALL PERMANENT SIGNING SHALL BE AS OUTLINED IN THE 'GUIDE FOR FABRICATION AND INSTALLATION OF TRAFFIC CONTROL DEVICES' LATEST EDITION.

P.C.C. CURB

PAVEMENT

BLUE STENCILED SYMBOL (TYP.) 48" HEIGHT, MIN. (TO BE LOCATED AT ENTRANCE OF STALL)

4" BLUE PAINT STRIPE (TYP.)

8'/5' (AS

8'/5' (AS

HANDICAPPED PARKING ONLY"(TYP) "VAN ACCESSIBLE" SIGN(TYP)

GREEN

BLUE

WHITE

GREEN

WHITE

GREEN

R7-8 12x18

R7-8P 12x9

NOTE: 1. PLACE ON "VAN ACCESSIBLE" SIGN ON PLACE ON "VAN ACCESSIBLE" SIGN ON VAN ACCESSIBLE SPOTS ONLY (2)

*

RED

WHITE

R1-1(30) 30X30

2 " SQUARE TUBING14" SQUARE TUBING

2 " SQUARE TUBING12" SQUARE TUBING

2" SQUARE TUBING

NOTES: 1. SQUARE TUBES ARE TO BE FORMED FROM GALVANIZED SHEET STRUCTURAL (PHYSICAL) QUALITY, ASTM A 446, GRADE A, SQUARE TUBES ARE TO BE FORMED FROM GALVANIZED SHEET STRUCTURAL (PHYSICAL) QUALITY, ASTM A 446, GRADE A, COATING DESIGNATION G 90, REGULAR SPANGLE, OR HOT ROLLED CARBON SHEET STEEL STRUCTURAL (PHYSICAL) QUALITY, ASTM A 570, GRADE 33. A. NOMINAL OUTSIDE DIMENSION, (INCHES): NOMINAL OUTSIDE DIMENSION, (INCHES): 2 X 2 2 1/4 X 2 1/4 2 1/2 X 2 1/2 B. ALL FOUR SIDES ARE TO HAVE EVENLY SPACED 7/16" DIAMETER HOLES ON 1" ALL FOUR SIDES ARE TO HAVE EVENLY SPACED 7/16" DIAMETER HOLES ON 1" CENTERS THE ENTIRE LENGTH OF THE TUBE. C. TOLERANCE ON HOLE SIZE IS 1/64". TOLERANCE ON HOLE SPACING IS 1/8" TOLERANCE ON HOLE SIZE IS ± 1/64". TOLERANCE ON HOLE SPACING IS ± 1/8"IN 20 FEET. D. STANDARD CORNER RADIUS SHALL BE 5/32" 1/64". STANDARD CORNER RADIUS SHALL BE 5/32" ± 1/64".E. THE FASTENERS TO BE SUPPLIED UNDER THIS SPECIFICATION SHALL BE 5/16" GRADE 5 UNC CORNER BOLTS WITH THE FASTENERS TO BE SUPPLIED UNDER THIS SPECIFICATION SHALL BE 5/16" GRADE 5 UNC CORNER BOLTS WITH CADMIUM OR ZINC PLATING, INSTALLATION OF SIGNS SHALL BE WITH 3/8" X 2 1/2" BOLT WITH LOCKNUT AND WASHER. 2. REGULATORY SIGNS WIDER THAN 30" SHALL BE MOUNTED ON TWO POSTS. WHEN MORE THAN ONE REGULATORY SIGN IS TO REGULATORY SIGNS WIDER THAN 30" SHALL BE MOUNTED ON TWO POSTS. WHEN MORE THAN ONE REGULATORY SIGN IS TO BE INSTALLED ON THE SAME POST ASSEMBLY, THE MOUNTING HOLES SHALL BE DRILLED IN THE FIELD AS THE ASSEMBLY IS BEING CONSTRUCTED. 3. DEVELOPMENT SIGNS THAT ARE GREATER THAN 36" WIDE SHALL BE DISPLAYED ON TWO POSTS. DEVELOPMENT SIGNS THAT ARE GREATER THAN 36" WIDE SHALL BE DISPLAYED ON TWO POSTS. A. DEVELOPMENT SIGN FACE BACKGROUNDS SHALL BE GREEN; LEGENDS SHALL BE SILVER (WHITE). DEVELOPMENT SIGN FACE BACKGROUNDS SHALL BE GREEN; LEGENDS SHALL BE SILVER (WHITE). B. LEGEND SHALL BE 5" SERIES "C" LETTERS. LEGEND SHALL BE 5" SERIES "C" LETTERS. C. NO BORDER ON DEVELOPMENT SIGN PANELS. NO BORDER ON DEVELOPMENT SIGN PANELS. D. MAXIMUM DEVELOPMENT SIGN WIDTH OF 36" FOR SINGLE LINE SIGNS, 54" FOR TWO OR MORE LINES. MAXIMUM DEVELOPMENT SIGN WIDTH OF 36" FOR SINGLE LINE SIGNS, 54" FOR TWO OR MORE LINES. E. DEVELOPMENT SIGNS SHALL BE INSTALLED WITHIN THE RIGHT-OF-WAY OF THE HIGHWAY ON WHICH THE ENTRANCE(S) DEVELOPMENT SIGNS SHALL BE INSTALLED WITHIN THE RIGHT-OF-WAY OF THE HIGHWAY ON WHICH THE ENTRANCE(S) IS (ARE) LOCATED. THE SIGNS SHALL BE PLACED WITHIN 750 FEET OF THE CENTERLINE OF THE ENTRANCE(S).

SQUARE POST SHALL NOT BE LESS THAN 2" X 2" WITH A WALL THICKNESS OF 0.1092".

G:\PROJECTS\175013.00 (DNREC 2017 Engineering OE)\175013.36 Bowers Beach Parking Area Phase I\CADD FILES\Sheets\C-104 - ENTRANCE & CONSTRUCITON DETAILS.dwg, 10/9/2019 8:47 AM, 10/9/2019 8:47 AM10/9/2019 8:47 AM

PROJECT

DRAWN

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CHK'D/DESIGNER

SHEET NO.

SCALE

PROJECT NO.

SHEET TITLE

ADDENDUM

DESCRIPTION

DATE

PROPOSED FULL DEPTH PAVEMENT

EXISTING PAVEMENT

SEPARATION GEOTEXTILE DELDOT SECTION 708

FULL DEPTH SAW CUT TO PROVIDE FULL VERTICAL FACE TO NEW PAVING. TACK COAT EXISTING PAVING FACE AND OVERLAY AREA DELDOT SECTION 401

1'-0"

1'-0"

MILL EXISTING HOT MIX AND OVERLAY MINIMUM 1 FOOT FROM SAW CUT

2" LIFT SUPERPAVE TYPE C, PG 64-22 (CARBONTATE STONE), DELDOT SECTION 401

2" LIFT SUPERPAVE TYPE B, PG 64-22 (CARBONATE STONE), DELDOT SECTION 401

6" GRADED AGGREGATE BASE COURSE, TYPE B, DELDOT SECTION 301

16" SOLID WHITE ALKYD THERMOPLASTIC PAINT PAVEMENT STRIPING

4" SOLID BLUE ALKYD PAVEMENT STRIPING

SCALE: 1" = 20'

SCALE: 1" = 20'

SCALE: 1" = 20'

8" DIA.

1'-0" RADIUS

NOTES: 1. SYMBOL STRIPING SHALL BE 3" WIDE (MIN.) AND SYMBOL STRIPING SHALL BE 3" WIDE (MIN.) AND PAINTED ON EACH HANDICAPPED SPACE. 2. HANDICAPPED SPACES SHALL BE MIN 8'-0" WIDE.HANDICAPPED SPACES SHALL BE MIN 8'-0" WIDE.

STOP SIGN

ACCESSIBLE PARKING SIGN DETAIL

EDGE OF EXISTING PAVEMENT

4" SOLID WHITE ALKYD PAVEMENT STRIPING

2 TRANSLATE WESTERN PARKING TRANSLATE WESTERN PARKING 10/09/19

8-01-115.13-01-38.00-000 POWELL, FRANCIS G.

8-01-115.13-01-37.00-000 STAGNER, LAURA F.

8-01-115.13-01-36.00-000 ALBERTSON, FRANK B.

8-01-115.17-02-05.01-000 FICHTER, CALVIN E. SR.

8-01-115.17-02-05.00-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-50.00-000 VU, ANTHONY

8-01-115.13-01-51.00-000 KOONS, DIANA I.

8-01-115.13-01-49.00-000 GRESCH, JOHN F. JR.

8-01-115.13-01-52.00-000 MAMMARELLI, HARRIET E.

8-01-115.13-01-53.02-000 MAMMARELLI, MATTHEW

8-01-115.13-01-53.01-000 MAMMARELLI, MATTHEW

8-01-115.13-01-56.00-000 PHILLIS, WILLIAM K.

8-01-115.13-01-35.00-000 INGRAM, DAVID C. JR.

8-01-115.13-01-57.00-000 HANEBURY, WILLIAM A.

8-01-115.13-01-56.01-000 JONES, LINDA M.

8-01-115.13-01-59.00-000 JARRELL, WAYNE C.R.

8-01-115.17-02-24.00-000 FRECH, RANDALL

8-01-115.13-01-58.00-000 MAMMARELLI, HARRIET

8-01-115.17-02-27.00-000 RIESE, KENNETH S.

8-01-115.17-02-32.00-000 EWING, RICHARD T. TRUSTEE

8-01-115.17-02-29.00-000 EWING, MARY L.

8-01-115.17-02-30.01-000 EWING, MARY L.

8-01-115.17-02-40.00-000 AUGHEY, JEFFREY L.

8-01-115.17-02-30.00-000 SNAITH, HAROLD V.

8-01-115.17-02-43.00-000 MCDEVITT, ROBERT J. SR.

8-01-115.17-02-31.00-000 KLEIN, SAMUEL D.

8-01-115.17-02-42.00-000 VONSTETTEN, MELVIN

8-01-115.17-02-47.00-000 LAPIERS, JOSEPH F.

8-01-115.17-02-49.00-000 ORENDORF, RALPH O.

8-01-115.17-02-46.00-000 WASYLKOWSKI, ROBERT W. SR.

8-01-115.17-02-41.00-000 FEDELE, LOUIS

8-01-115.17-02-45.00-000 FAWBER, RICHARD M.

8-01-115.17-02-48.00-000 ISHLER, CARL O.

SM-01-115.17-02-06.00 STATE OF DELAWARE

8-01-115.17-02-23.00-000 WICKENHEISER, JAMES L.

8-01-115.17-02-05.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.01-000 KENT COUNTY

8-01-115.17-02-04.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.00-000 VOGEL, JOHN R.

8-01-115.17-02-04.01-000 VENTURA, KENNETH R.

8-01-115.13-01-33.00-000 POTTER, CARLOS

8-01-115.17-02-03.00-000 MORRIS, COLEMAN H. III

8-01-115.17-02-04.00-000 LIPPERT, COLEMAN DAVID

8-01-115.17-02-02.00-000 WENTZLER, MICHAEL B.

8-01-115.17-02-01.00-000 MILLER, STEPHEN D.

8-01-115.17-02-81.00-000 ROSE, DIANE L.

8-01-115.17-02-08.01-000 KEESLING, MARIA

8-01-115.17-02-47.01-000 ISHLER, CARL O.

8-01-115.17-02-23.09-000 GECHTER, ILONA R.

8-01-115.17-02-23.06-000 DAVIDHEISER, STANLEY A.

8-01-115.17-02-23.07-000 OXENFORD, RICHARD C.

8-01-115.17-02-23.04-000 HANNAH, CHARLES J.

8-01-115.17-02-23.01-000 RUYTER, MARY A.

8-01-115.17-02-54.01-000 STIO, JOSEPH

8-01-115.17-02-07.00-000 STATE OF DELAWARE

8-01-115.17-02-08.00-000 GRAYBEAL, EDWARD P.

8-01-115.17-02-09.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-12.00-000 LEED, JEFFREY A.

8-01-115.17-02-52.00-000 FITZKEE, ELLEN P.

8-01-115.17-02-23.11-000 WICKENHEISER, JAMES L.

8-01-115.17-02-11.00-000 KESSLER, ALICE M.

8-01-115.17-02-23.03-000 OXENFORD, RICHARD C.

8-01-115.17-02-10.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-23.05-000 GECHTER, ILONA R.

8-01-115.17-02-57.00-000 HAMILTON, PATRICK J.

8-01-115.17-02-16.00-000 BLAZENSKY, ANDREW E.

8-01-115.17-02-15.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-23.10-000 RUSSO, PETER C.

8-01-115.17-02-23.02-000 CROMER, MICHAEL R.

SM-01-115.17-02-22.00 STATE OF DELAWARE

8-01-115.17-02-14.00-000 GALICZYNSKI, WILLIAM

8-01-115.17-01-13.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-21.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-22.00-000 DELAWARE STATE OF FOR USE OF

8-01-115.17-01-32.00-000 DELAWARE STATE OF

8-01-115.17-01-31.00-000 DELAWARE STATE OF

8-01-115.17-02-18.00-000 LEE, ROBERT L.

8-01-115.17-02-19.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-20.00-000 LASALLE, ALEXANDER S.

8-01-115.17-01-35.00-000 BLUE WIND VISTA, LLC

8-01-115.17-01-28.00-000 FEAGUE, SHERRY

8-01-115.17-01-24.00-000 UNKNOWN OWNER

8-01-115.17-01-19.00-000 PASKEY, WILLIAM L.

8-01-115.17-01-29.00-000 KITTY I, INC.

8-01-115.17-01-35.01-000 RUSSO, ROBERTA L.

8-01-115.17-01-30.00-000 KITTY I, INC.

8-01-115.17-01-38.00-000 HEALY, JOSEPH W. JR.

EX DRIVEWAY

EX DRIVEWAY

EX DRIVEWAY

EX FOOTBRIDGE

P.M.

P.M.

X

X

X

X

PLACE LOBLOLLY PINE STAGGERED IN TWO ROWS, FIVE (5) FEET APART, WITH TWENTY-FIVE (25) FEET BETWEEN PLANTINGS.

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DATE

SYMBOL: QUANTITY: SPACING: SCIENTIFIC: COMMON: PLANTING SIZE:NOTES: QUANTITY: SPACING: SCIENTIFIC: COMMON: PLANTING SIZE:NOTES: SPACING: SCIENTIFIC: COMMON: PLANTING SIZE:NOTES: SCIENTIFIC: COMMON: PLANTING SIZE:NOTES: COMMON: PLANTING SIZE:NOTES: COMMON: PLANTING SIZE:NOTES: PLANTING SIZE:NOTES:NOTES:

9

40'

CELTIS OCCIDENTALIS

30'-50' HEIGHT AT MATURITY, 25'-50' CROWN SPREAD, BALL & BURLAP

TOPSOIL, 6" MIN., SEED W/ DNREC PERMANENT SEED MIX #2, STABILIZE W/ MULCH OR MATTING AS SHOWN ON THE SITE LAYOUT PLAN.

PINUS TAEDA

60'-100' HEIGHT AT MATURITY, 20'-30' CROWN SPREAD, BALL & BURLAP

16

25'

HACKBERRY

LOBLOLLY PINE

REMOVE ANY ADDITIONAL SOIL FROM THE TOP OF ROOT BALL

2x2 NOTCHED STAKES, SPACED EVENLY

%%uSECTION

1'-0"

MIN.

OF BURLAP

REMOVE TOP 1/4

1'-0"

EARTH BERM

4"

5'-0"

MIN.

2 TWISTS/FT.

#12 GAUGE WIRE,

DOUBLE STRAND

3" THICK MULCH

RUBBER HOSE

BLACK

1'-0"

STAKE

%%uPLAN

PLANTING SOIL

#12 GAUGE WIRE,

MIXTURE

TWISTED

ROOTBALL

FLOOD SAUCER TWICE WITHIN 24 HR. PERIOD WITH WATER.

PLANTING SOIL BACKFILL MIX (SEE PLANT NOTE 18)

1. THE CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES THE CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES SHALL FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES SHALL FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES FURNISH AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES AND PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES PLANT ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES ALL PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES PLANTS SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES SHOWN ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES ON THE DRAWINGS AS SPECIFIED AND IN QUANTITIES THE DRAWINGS AS SPECIFIED AND IN QUANTITIES THE DRAWINGS AS SPECIFIED AND IN QUANTITIES DRAWINGS AS SPECIFIED AND IN QUANTITIES DRAWINGS AS SPECIFIED AND IN QUANTITIES AS SPECIFIED AND IN QUANTITIES AS SPECIFIED AND IN QUANTITIES SPECIFIED AND IN QUANTITIES SPECIFIED AND IN QUANTITIES AND IN QUANTITIES AND IN QUANTITIES IN QUANTITIES IN QUANTITIES QUANTITIES QUANTITIES INDICATED ON THE PLANT LIST. 2. ALL PLANTS SHALL BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS ALL PLANTS SHALL BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS PLANTS SHALL BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS PLANTS SHALL BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SHALL BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SHALL BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS BE FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS FRESHLY DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS DUG AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS AND NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS NURSERY GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS GROWN. THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS THEY SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS BEEN GROWN UNDER CLIMATIC CONDITIONS BEEN GROWN UNDER CLIMATIC CONDITIONS GROWN UNDER CLIMATIC CONDITIONS GROWN UNDER CLIMATIC CONDITIONS UNDER CLIMATIC CONDITIONS UNDER CLIMATIC CONDITIONS CLIMATIC CONDITIONS CLIMATIC CONDITIONS CONDITIONS CONDITIONS SIMILAR TO THOSE AT THE SITE OR PROPERLY ACCLIMATED TO LOCAL CONDITIONS. 3. ALL PLANTS SHALL BE IN ACCORDANCE WITH ANSI Z60.1-2004. ALL PLANTS SHALL BE IN ACCORDANCE WITH ANSI Z60.1-2004. 4. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL A NORMAL HABIT OF GROWTH. THEY SHALL A NORMAL HABIT OF GROWTH. THEY SHALL NORMAL HABIT OF GROWTH. THEY SHALL NORMAL HABIT OF GROWTH. THEY SHALL HABIT OF GROWTH. THEY SHALL HABIT OF GROWTH. THEY SHALL OF GROWTH. THEY SHALL OF GROWTH. THEY SHALL GROWTH. THEY SHALL GROWTH. THEY SHALL THEY SHALL THEY SHALL THEY SHALL SHALL SHALL BE SOUND, HEALTHY, AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS SOUND, HEALTHY, AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS SOUND, HEALTHY, AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS HEALTHY, AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS HEALTHY, AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS AND DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS DENSELY FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS FOLIATED WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS WHEN IN LEAF. EXCEPT FOR CERTAIN PLANTS IN LEAF. EXCEPT FOR CERTAIN PLANTS IN LEAF. EXCEPT FOR CERTAIN PLANTS LEAF. EXCEPT FOR CERTAIN PLANTS LEAF. EXCEPT FOR CERTAIN PLANTS EXCEPT FOR CERTAIN PLANTS EXCEPT FOR CERTAIN PLANTS EXCEPT FOR CERTAIN PLANTS FOR CERTAIN PLANTS FOR CERTAIN PLANTS CERTAIN PLANTS CERTAIN PLANTS PLANTS PLANTS WITH UNUSUAL HABIT, THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. UNUSUAL HABIT, THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. UNUSUAL HABIT, THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. HABIT, THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. HABIT, THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. THEY SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. SHALL HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. HAVE A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. A STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. STRAIGHT SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. SINGLE CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. CENTRAL LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. LEADER. THE TRUCK SHALL HAVE ON FROST SPLITS. THE TRUCK SHALL HAVE ON FROST SPLITS. THE TRUCK SHALL HAVE ON FROST SPLITS. THE TRUCK SHALL HAVE ON FROST SPLITS. TRUCK SHALL HAVE ON FROST SPLITS. TRUCK SHALL HAVE ON FROST SPLITS. SHALL HAVE ON FROST SPLITS. SHALL HAVE ON FROST SPLITS. HAVE ON FROST SPLITS. HAVE ON FROST SPLITS. ON FROST SPLITS. ON FROST SPLITS. FROST SPLITS. FROST SPLITS. SPLITS. SPLITS. THEY SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED BE FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED BE FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED FREE OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED OF DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED DISEASE AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED AND INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED INSECT PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED PESTS, EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED EGGS, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED THEY SHALL HAVE HEALTHY, WELL-DEVELOPED THEY SHALL HAVE HEALTHY, WELL-DEVELOPED THEY SHALL HAVE HEALTHY, WELL-DEVELOPED SHALL HAVE HEALTHY, WELL-DEVELOPED SHALL HAVE HEALTHY, WELL-DEVELOPED HAVE HEALTHY, WELL-DEVELOPED HAVE HEALTHY, WELL-DEVELOPED HEALTHY, WELL-DEVELOPED HEALTHY, WELL-DEVELOPED WELL-DEVELOPED WELL-DEVELOPED ROOT SYSTEMS. 5. THE CONTRACTOR SHALL SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE THE CONTRACTOR SHALL SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE CONTRACTOR SHALL SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE CONTRACTOR SHALL SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE SHALL SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE SHALL SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE SUBMIT A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE A LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE LIST OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE OF THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE NURSERY SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE SOURCES FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE FOR ALL PLANT MATERIALS. THE OWNER RESERVES THE ALL PLANT MATERIALS. THE OWNER RESERVES THE ALL PLANT MATERIALS. THE OWNER RESERVES THE PLANT MATERIALS. THE OWNER RESERVES THE PLANT MATERIALS. THE OWNER RESERVES THE MATERIALS. THE OWNER RESERVES THE MATERIALS. THE OWNER RESERVES THE THE OWNER RESERVES THE THE OWNER RESERVES THE THE OWNER RESERVES THE OWNER RESERVES THE OWNER RESERVES THE RESERVES THE RESERVES THE THE THE RIGHT TO REQUIRE THE TAGGING OF ALL TREES PRIOR TO DIGGING FOR INSTALLATION. 6. SUBSTITUTIONS: WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, SUBSTITUTIONS: WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, SPECIFIED KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, KIND OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, OR SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, SIZE ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, ARE NOT AVAILABLE WITHIN A REASONABLE DISTANCE, NOT AVAILABLE WITHIN A REASONABLE DISTANCE, NOT AVAILABLE WITHIN A REASONABLE DISTANCE, AVAILABLE WITHIN A REASONABLE DISTANCE, AVAILABLE WITHIN A REASONABLE DISTANCE, WITHIN A REASONABLE DISTANCE, WITHIN A REASONABLE DISTANCE, A REASONABLE DISTANCE, A REASONABLE DISTANCE, REASONABLE DISTANCE, REASONABLE DISTANCE, DISTANCE, DISTANCE, SUBSTITUTIONS MAY BE MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND MAY BE MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND MAY BE MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND BE MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND BE MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND MADE UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND UPON REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND REQUEST BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND BY THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND THE CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND CONTRACTOR, BUT MUST BE PRIOR APPROVED BY THE OWNER AND BUT MUST BE PRIOR APPROVED BY THE OWNER AND BUT MUST BE PRIOR APPROVED BY THE OWNER AND MUST BE PRIOR APPROVED BY THE OWNER AND MUST BE PRIOR APPROVED BY THE OWNER AND BE PRIOR APPROVED BY THE OWNER AND BE PRIOR APPROVED BY THE OWNER AND PRIOR APPROVED BY THE OWNER AND PRIOR APPROVED BY THE OWNER AND APPROVED BY THE OWNER AND APPROVED BY THE OWNER AND BY THE OWNER AND BY THE OWNER AND THE OWNER AND THE OWNER AND OWNER AND OWNER AND AND AND THE REGULATING PLANNING REVIEW AGENCY. 7. MEASUREMENT: DIMENSIONS OF TREES AND SHRUBS SHALL CONFORM TO ANSI Z60.1-2004. MEASUREMENT: DIMENSIONS OF TREES AND SHRUBS SHALL CONFORM TO ANSI Z60.1-2004. 8. SIZE: ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THIS SHEET. SIZE: ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THIS SHEET. 9. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE EARTH, OF DIAMETER AND DEPTH TO INCLUDE EARTH, OF DIAMETER AND DEPTH TO INCLUDE OF DIAMETER AND DEPTH TO INCLUDE OF DIAMETER AND DEPTH TO INCLUDE DIAMETER AND DEPTH TO INCLUDE DIAMETER AND DEPTH TO INCLUDE AND DEPTH TO INCLUDE AND DEPTH TO INCLUDE DEPTH TO INCLUDE DEPTH TO INCLUDE TO INCLUDE TO INCLUDE INCLUDE INCLUDE MOST OF THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR OF THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR OF THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR BEEN GROWN IN A CONTAINER LONG ENOUGH FOR BEEN GROWN IN A CONTAINER LONG ENOUGH FOR GROWN IN A CONTAINER LONG ENOUGH FOR GROWN IN A CONTAINER LONG ENOUGH FOR IN A CONTAINER LONG ENOUGH FOR IN A CONTAINER LONG ENOUGH FOR A CONTAINER LONG ENOUGH FOR A CONTAINER LONG ENOUGH FOR CONTAINER LONG ENOUGH FOR CONTAINER LONG ENOUGH FOR LONG ENOUGH FOR LONG ENOUGH FOR ENOUGH FOR ENOUGH FOR FOR FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL FIRM AND WHOLE. NO PLANTS SHALL FIRM AND WHOLE. NO PLANTS SHALL AND WHOLE. NO PLANTS SHALL AND WHOLE. NO PLANTS SHALL WHOLE. NO PLANTS SHALL WHOLE. NO PLANTS SHALL NO PLANTS SHALL NO PLANTS SHALL NO PLANTS SHALL PLANTS SHALL PLANTS SHALL SHALL SHALL BE LOOSE IN THE CONTAINER. 10. ROOT BALLS OF ALL PLANTS SHALL BE ADEQUATELY PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS OR FROST. ROOT BALLS OF ALL PLANTS SHALL BE ADEQUATELY PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS OR FROST. 11. WHEN PLANTING TREES, THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE WHEN PLANTING TREES, THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE PLANTING TREES, THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE PLANTING TREES, THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE TREES, THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE TREES, THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE CONTRACTOR SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE SHALL REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE REMOVE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE EXCESS SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE SOIL FROM THE TOP OF THE ROOT BALL EXPOSING THE FROM THE TOP OF THE ROOT BALL EXPOSING THE FROM THE TOP OF THE ROOT BALL EXPOSING THE THE TOP OF THE ROOT BALL EXPOSING THE THE TOP OF THE ROOT BALL EXPOSING THE TOP OF THE ROOT BALL EXPOSING THE TOP OF THE ROOT BALL EXPOSING THE OF THE ROOT BALL EXPOSING THE OF THE ROOT BALL EXPOSING THE THE ROOT BALL EXPOSING THE THE ROOT BALL EXPOSING THE ROOT BALL EXPOSING THE ROOT BALL EXPOSING THE BALL EXPOSING THE BALL EXPOSING THE EXPOSING THE EXPOSING THE THE THE ROOT CROWN AND STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED CROWN AND STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED CROWN AND STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED AND STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED AND STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED STRUCTURAL ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED ROOTS. EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED EACH TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED TREE SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED SHOULD HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED HAVE A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED A MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED MINIMUM OF 3 STRUCTURAL ROOTS EQUALLY SPACED OF 3 STRUCTURAL ROOTS EQUALLY SPACED OF 3 STRUCTURAL ROOTS EQUALLY SPACED 3 STRUCTURAL ROOTS EQUALLY SPACED 3 STRUCTURAL ROOTS EQUALLY SPACED STRUCTURAL ROOTS EQUALLY SPACED STRUCTURAL ROOTS EQUALLY SPACED ROOTS EQUALLY SPACED ROOTS EQUALLY SPACED EQUALLY SPACED EQUALLY SPACED SPACED SPACED AROUND THE ROOT BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE THE ROOT BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE THE ROOT BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE ROOT BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE ROOT BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE BALL, OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE OTHERWISE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE IT SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE SHOULD BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE REJECTED AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE AND SENT BACK TO NURSERY. THE ROOT CROWN MUST BE SENT BACK TO NURSERY. THE ROOT CROWN MUST BE SENT BACK TO NURSERY. THE ROOT CROWN MUST BE BACK TO NURSERY. THE ROOT CROWN MUST BE BACK TO NURSERY. THE ROOT CROWN MUST BE TO NURSERY. THE ROOT CROWN MUST BE TO NURSERY. THE ROOT CROWN MUST BE NURSERY. THE ROOT CROWN MUST BE NURSERY. THE ROOT CROWN MUST BE THE ROOT CROWN MUST BE THE ROOT CROWN MUST BE THE ROOT CROWN MUST BE ROOT CROWN MUST BE ROOT CROWN MUST BE CROWN MUST BE CROWN MUST BE MUST BE MUST BE BE BE PLANTED A MAXIMUM OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" A MAXIMUM OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" A MAXIMUM OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" MAXIMUM OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" MAXIMUM OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" OF 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" 2" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" BELOW FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" FINISHED GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" GRADE. THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" THE TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" TOP OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" OF THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" THE STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" STRUCTURAL ROOTS SHALL BE NO GREATER THAN 5" ROOTS SHALL BE NO GREATER THAN 5" ROOTS SHALL BE NO GREATER THAN 5" SHALL BE NO GREATER THAN 5" SHALL BE NO GREATER THAN 5" BE NO GREATER THAN 5" BE NO GREATER THAN 5" NO GREATER THAN 5" NO GREATER THAN 5" GREATER THAN 5" GREATER THAN 5" THAN 5" THAN 5" 5" 5" BELOW FINISHED GRADE. 12. THE OWNER SHALL BE NOTIFIED PRIOR TO BEGINNING PLANTING OPERATIONS. THE OWNER SHALL BE NOTIFIED PRIOR TO BEGINNING PLANTING OPERATIONS. 13. PLANTS WITH BROKEN ROOT BALLS OR EXCESSIVE DAMAGE TO THE CROWN SHALL BE REPLACED PRIOR TO PLANTING. PLANTS WITH BROKEN ROOT BALLS OR EXCESSIVE DAMAGE TO THE CROWN SHALL BE REPLACED PRIOR TO PLANTING. 14. ALL TREES SHALL BE STAKED AND GUYED ACCORDING TO ACCEPTED INDUSTRY PRACTICE. ALL TREES SHALL BE STAKED AND GUYED ACCORDING TO ACCEPTED INDUSTRY PRACTICE. 15. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL SHALL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL BE PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL PRUNED IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL IN ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL ACCORDANCE WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL WITH THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL THE ANSI Z60.1-2004 TO PRESERVE THE NATURAL ANSI Z60.1-2004 TO PRESERVE THE NATURAL ANSI Z60.1-2004 TO PRESERVE THE NATURAL Z60.1-2004 TO PRESERVE THE NATURAL Z60.1-2004 TO PRESERVE THE NATURAL TO PRESERVE THE NATURAL TO PRESERVE THE NATURAL PRESERVE THE NATURAL PRESERVE THE NATURAL THE NATURAL THE NATURAL NATURAL NATURAL CHARACTER OF THE PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY OF THE PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY OF THE PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY THE PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY THE PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY PLANT. DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY DO NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY NOT PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY PRUNE MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY MAIN LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY LEADERS. ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY ALL DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY DEAD WOOD, "SUCKERS", AND ALL BROKEN OR BADLY WOOD, "SUCKERS", AND ALL BROKEN OR BADLY WOOD, "SUCKERS", AND ALL BROKEN OR BADLY "SUCKERS", AND ALL BROKEN OR BADLY "SUCKERS", AND ALL BROKEN OR BADLY AND ALL BROKEN OR BADLY AND ALL BROKEN OR BADLY ALL BROKEN OR BADLY ALL BROKEN OR BADLY BROKEN OR BADLY BROKEN OR BADLY OR BADLY OR BADLY BADLY BADLY BRUISED BRANCHES SHALL BE REMOVED. 16. MULCH FOR TREES, SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED MULCH FOR TREES, SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED FOR TREES, SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED FOR TREES, SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED TREES, SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED TREES, SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED SHRUBS, AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED AND GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED GROUND COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED COVER SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED SHALL BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED BE FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED FINELY SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED SHREDDED OAK BARK, DARK BROWN IN COLOR, AGED OAK BARK, DARK BROWN IN COLOR, AGED OAK BARK, DARK BROWN IN COLOR, AGED BARK, DARK BROWN IN COLOR, AGED BARK, DARK BROWN IN COLOR, AGED DARK BROWN IN COLOR, AGED DARK BROWN IN COLOR, AGED BROWN IN COLOR, AGED BROWN IN COLOR, AGED IN COLOR, AGED IN COLOR, AGED COLOR, AGED COLOR, AGED AGED AGED AT LEAST ONE YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED LEAST ONE YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED LEAST ONE YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED ONE YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED ONE YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED YEAR, AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED AND CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED CLEAN AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED AND FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED FREE OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED OF WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED WEEDS. PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED PRE-EMERGENT WEED KILLER SHALL BE TREFLAN OR APPROVED WEED KILLER SHALL BE TREFLAN OR APPROVED WEED KILLER SHALL BE TREFLAN OR APPROVED KILLER SHALL BE TREFLAN OR APPROVED KILLER SHALL BE TREFLAN OR APPROVED SHALL BE TREFLAN OR APPROVED SHALL BE TREFLAN OR APPROVED BE TREFLAN OR APPROVED BE TREFLAN OR APPROVED TREFLAN OR APPROVED TREFLAN OR APPROVED OR APPROVED OR APPROVED APPROVED APPROVED EQUAL. APPLY WEED KILLER TO TOPSOIL PRIOR TO MULCHING BED PLANTING. 17. TREES IN LEAF WHEN SHIPPED SHALL BE TREATED WITH ANTI-DESICCANT BEFORE LEAVING THE NURSERY. TREES IN LEAF WHEN SHIPPED SHALL BE TREATED WITH ANTI-DESICCANT BEFORE LEAVING THE NURSERY. 18. PREPARATION OF PLANTING SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER PREPARATION OF PLANTING SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER OF PLANTING SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER OF PLANTING SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER PLANTING SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER PLANTING SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER SOIL – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER – BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER BEFORE MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER MIXING, CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER CLEAN TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER TOPSOIL OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER OF ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER ROOTS, PLANTS, STONES, CLAY LUMPS, AND OTHER PLANTS, STONES, CLAY LUMPS, AND OTHER PLANTS, STONES, CLAY LUMPS, AND OTHER STONES, CLAY LUMPS, AND OTHER STONES, CLAY LUMPS, AND OTHER CLAY LUMPS, AND OTHER CLAY LUMPS, AND OTHER LUMPS, AND OTHER LUMPS, AND OTHER AND OTHER AND OTHER OTHER OTHER EXTRANEOUS MATERIALS HARMFUL OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER MATERIALS HARMFUL OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER MATERIALS HARMFUL OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER HARMFUL OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER HARMFUL OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER OR TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER TOXIC TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER TO PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER PLANT GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER GROWTH. SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER SOIL BACKFILL FOR TREES, SHRUBS, AND GROUND COVER BACKFILL FOR TREES, SHRUBS, AND GROUND COVER BACKFILL FOR TREES, SHRUBS, AND GROUND COVER FOR TREES, SHRUBS, AND GROUND COVER FOR TREES, SHRUBS, AND GROUND COVER TREES, SHRUBS, AND GROUND COVER TREES, SHRUBS, AND GROUND COVER SHRUBS, AND GROUND COVER SHRUBS, AND GROUND COVER AND GROUND COVER AND GROUND COVER GROUND COVER GROUND COVER COVER COVER SHALL BE A MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 BE A MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 BE A MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 A MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 A MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 MATERIALS IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 IN QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 QUANTITIES SPECIFIED: 25 PERCENT COMPOST AND 75 SPECIFIED: 25 PERCENT COMPOST AND 75 SPECIFIED: 25 PERCENT COMPOST AND 75 25 PERCENT COMPOST AND 75 25 PERCENT COMPOST AND 75 PERCENT COMPOST AND 75 PERCENT COMPOST AND 75 COMPOST AND 75 COMPOST AND 75 AND 75 AND 75 75 75 PERCENT TOPSOIL. MIX IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND TOPSOIL. MIX IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND TOPSOIL. MIX IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND MIX IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND MIX IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND IN 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND 2 LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND LBS OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND OF 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND 6-1-1 ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND ORGANIC FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND FERTILIZER PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND PER TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND TREE OR SHRUB, WITH BACKFILL MIX, UNDER AND OR SHRUB, WITH BACKFILL MIX, UNDER AND OR SHRUB, WITH BACKFILL MIX, UNDER AND SHRUB, WITH BACKFILL MIX, UNDER AND SHRUB, WITH BACKFILL MIX, UNDER AND WITH BACKFILL MIX, UNDER AND WITH BACKFILL MIX, UNDER AND BACKFILL MIX, UNDER AND BACKFILL MIX, UNDER AND MIX, UNDER AND MIX, UNDER AND UNDER AND UNDER AND AND AND AROUND THE ROOTBALLS OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER THE ROOTBALLS OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER THE ROOTBALLS OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER ROOTBALLS OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER ROOTBALLS OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER OF TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER TREES AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER AND SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER SHRUBS. OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER OR MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER MIX ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER ORGANIC FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER FERTILIZER WITH COMPOST AT A RATE OF 15 LBS PER WITH COMPOST AT A RATE OF 15 LBS PER WITH COMPOST AT A RATE OF 15 LBS PER COMPOST AT A RATE OF 15 LBS PER COMPOST AT A RATE OF 15 LBS PER AT A RATE OF 15 LBS PER AT A RATE OF 15 LBS PER A RATE OF 15 LBS PER A RATE OF 15 LBS PER RATE OF 15 LBS PER RATE OF 15 LBS PER OF 15 LBS PER OF 15 LBS PER 15 LBS PER 15 LBS PER LBS PER LBS PER PER PER CUBIC YD. BEFORE ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF YD. BEFORE ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF YD. BEFORE ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF BEFORE ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF BEFORE ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF ADDING TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF TO PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF PLANT BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF BACKFILL MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF MIX. OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF OTHER SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF SOIL CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF CONDITIONERS MAY BE REQUIRED PER SOIL TESTING OF MAY BE REQUIRED PER SOIL TESTING OF MAY BE REQUIRED PER SOIL TESTING OF BE REQUIRED PER SOIL TESTING OF BE REQUIRED PER SOIL TESTING OF REQUIRED PER SOIL TESTING OF REQUIRED PER SOIL TESTING OF PER SOIL TESTING OF PER SOIL TESTING OF SOIL TESTING OF SOIL TESTING OF TESTING OF TESTING OF OF OF FURNISHED TOPSOIL. 19. THE CONTRACTOR SHALL PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE THE CONTRACTOR SHALL PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONTRACTOR SHALL PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONTRACTOR SHALL PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SHALL PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SHALL PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PROVIDE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE A REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE REPLACEMENT WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE WARRANTY PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PER DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE DELDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SPECIFICATIONS FOR ROAD AND BRIDGE SPECIFICATIONS FOR ROAD AND BRIDGE FOR ROAD AND BRIDGE FOR ROAD AND BRIDGE ROAD AND BRIDGE ROAD AND BRIDGE AND BRIDGE AND BRIDGE BRIDGE BRIDGE CONSTRUCTION, SECTION 911 - PLANTINGS (AUGUST 2016, OR LATEST EDITION). 20. ALL PLANTINGS SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTINGS SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTINGS SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTINGS SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR PLANTING AT THE CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR AT THE CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR AT THE CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR THE CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR THE CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR CORRECT GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR GRADES, ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR ALIGNMENT, AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR AND TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR TO THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR THE INDICATED LAYOUT OF THE PLANTING BEDS. MINOR INDICATED LAYOUT OF THE PLANTING BEDS. MINOR INDICATED LAYOUT OF THE PLANTING BEDS. MINOR LAYOUT OF THE PLANTING BEDS. MINOR LAYOUT OF THE PLANTING BEDS. MINOR OF THE PLANTING BEDS. MINOR OF THE PLANTING BEDS. MINOR THE PLANTING BEDS. MINOR THE PLANTING BEDS. MINOR PLANTING BEDS. MINOR PLANTING BEDS. MINOR BEDS. MINOR BEDS. MINOR MINOR MINOR MINOR ADJUSTMENTS TO TREE LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR TO TREE LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR TO TREE LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR TREE LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR TREE LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR MAY BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR BE NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR NECESSARY DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR DUE TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR TO FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR FIELD CONDITIONS AND FINAL GRADING. THE CONTRACTOR CONDITIONS AND FINAL GRADING. THE CONTRACTOR CONDITIONS AND FINAL GRADING. THE CONTRACTOR AND FINAL GRADING. THE CONTRACTOR AND FINAL GRADING. THE CONTRACTOR FINAL GRADING. THE CONTRACTOR FINAL GRADING. THE CONTRACTOR GRADING. THE CONTRACTOR GRADING. THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL NOTIFY THE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE NOTIFY THE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE NOTIFY THE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE THE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE THE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE OWNER IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE IF MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE MAJOR ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE ADJUSTMENTS ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE ARE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE REQUIRED. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE COORDINATE PLANT MATERIAL LOCATIONS WITH SITE COORDINATE PLANT MATERIAL LOCATIONS WITH SITE PLANT MATERIAL LOCATIONS WITH SITE PLANT MATERIAL LOCATIONS WITH SITE MATERIAL LOCATIONS WITH SITE MATERIAL LOCATIONS WITH SITE LOCATIONS WITH SITE LOCATIONS WITH SITE WITH SITE WITH SITE SITE SITE UTILITIES. SEE SITE LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS SEE SITE LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS SEE SITE LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS SEE SITE LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS SITE LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS SITE LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS LAYOUT, GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS GRADING, LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS LIGHTING, AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS AND/OR UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS UTILITY PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS PLANS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS FOR STORM, SANITARY, WATER, ELECTRIC AND GAS STORM, SANITARY, WATER, ELECTRIC AND GAS STORM, SANITARY, WATER, ELECTRIC AND GAS SANITARY, WATER, ELECTRIC AND GAS SANITARY, WATER, ELECTRIC AND GAS WATER, ELECTRIC AND GAS WATER, ELECTRIC AND GAS ELECTRIC AND GAS ELECTRIC AND GAS AND GAS AND GAS GAS GAS LINES. EXERCISE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE EXERCISE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE EXERCISE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE EXERCISE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE CARE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE WHEN DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE DIGGING IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE IN AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE AREAS OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE OF POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE CONFLICT WITH UNDERGROUND OR OVERHEAD UTILITIES. THE WITH UNDERGROUND OR OVERHEAD UTILITIES. THE WITH UNDERGROUND OR OVERHEAD UTILITIES. THE UNDERGROUND OR OVERHEAD UTILITIES. THE UNDERGROUND OR OVERHEAD UTILITIES. THE OR OVERHEAD UTILITIES. THE OR OVERHEAD UTILITIES. THE OVERHEAD UTILITIES. THE OVERHEAD UTILITIES. THE UTILITIES. THE UTILITIES. THE THE THE THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY AND SHALL REPLACE OR REPAIR ANY AND SHALL REPLACE OR REPAIR ANY SHALL REPLACE OR REPAIR ANY SHALL REPLACE OR REPAIR ANY REPLACE OR REPAIR ANY REPLACE OR REPAIR ANY OR REPAIR ANY OR REPAIR ANY REPAIR ANY REPAIR ANY ANY ANY DAMAGE AT CONTRACTOR'S EXPENSE. 21. CONDITIONS DETRIMENTAL TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE CONDITIONS DETRIMENTAL TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE DETRIMENTAL TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE DETRIMENTAL TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE SHALL NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE NOTIFY THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE THE OWNER IN WRITING OF ALL SOIL OR DRAINAGE OWNER IN WRITING OF ALL SOIL OR DRAINAGE OWNER IN WRITING OF ALL SOIL OR DRAINAGE IN WRITING OF ALL SOIL OR DRAINAGE IN WRITING OF ALL SOIL OR DRAINAGE WRITING OF ALL SOIL OR DRAINAGE WRITING OF ALL SOIL OR DRAINAGE OF ALL SOIL OR DRAINAGE OF ALL SOIL OR DRAINAGE ALL SOIL OR DRAINAGE ALL SOIL OR DRAINAGE SOIL OR DRAINAGE SOIL OR DRAINAGE OR DRAINAGE OR DRAINAGE DRAINAGE DRAINAGE CONDITIONS WHICH THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE WHICH THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE WHICH THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE TO THE GROWTH OF PLANTS. HE SHALL STATE THE TO THE GROWTH OF PLANTS. HE SHALL STATE THE THE GROWTH OF PLANTS. HE SHALL STATE THE THE GROWTH OF PLANTS. HE SHALL STATE THE GROWTH OF PLANTS. HE SHALL STATE THE GROWTH OF PLANTS. HE SHALL STATE THE OF PLANTS. HE SHALL STATE THE OF PLANTS. HE SHALL STATE THE PLANTS. HE SHALL STATE THE PLANTS. HE SHALL STATE THE HE SHALL STATE THE HE SHALL STATE THE HE SHALL STATE THE SHALL STATE THE SHALL STATE THE STATE THE STATE THE THE THE CONDITIONS AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND INCLUDING ANY CHANGE IN COST FOR REVIEW AND INCLUDING ANY CHANGE IN COST FOR REVIEW AND ANY CHANGE IN COST FOR REVIEW AND ANY CHANGE IN COST FOR REVIEW AND CHANGE IN COST FOR REVIEW AND CHANGE IN COST FOR REVIEW AND IN COST FOR REVIEW AND IN COST FOR REVIEW AND COST FOR REVIEW AND COST FOR REVIEW AND FOR REVIEW AND FOR REVIEW AND REVIEW AND REVIEW AND AND AND ACCEPTANCE BY THE PROJECT REPRESENTATIVE. 22. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, OF THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, THE CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, CONTRACTOR TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, TO ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, ADEQUATELY AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, AND PROPERLY MAINTAIN THE LANDSCAPED AREAS, PROPERLY MAINTAIN THE LANDSCAPED AREAS, PROPERLY MAINTAIN THE LANDSCAPED AREAS, MAINTAIN THE LANDSCAPED AREAS, MAINTAIN THE LANDSCAPED AREAS, THE LANDSCAPED AREAS, THE LANDSCAPED AREAS, LANDSCAPED AREAS, LANDSCAPED AREAS, AREAS, AREAS, WHICH RESPONSIBILITY SHALL INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT RESPONSIBILITY SHALL INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT RESPONSIBILITY SHALL INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT SHALL INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT SHALL INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT INCLUDE WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT WATERING, CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT CLEANING OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT OF WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT WEEDS AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT AND DEBRIS, PRUNING AND TRIMMING, REPLACEMENT DEBRIS, PRUNING AND TRIMMING, REPLACEMENT DEBRIS, PRUNING AND TRIMMING, REPLACEMENT PRUNING AND TRIMMING, REPLACEMENT PRUNING AND TRIMMING, REPLACEMENT AND TRIMMING, REPLACEMENT AND TRIMMING, REPLACEMENT TRIMMING, REPLACEMENT TRIMMING, REPLACEMENT REPLACEMENT REPLACEMENT OF DEAD OR DISEASED PLANTINGS AND FERTILIZING TO MAINTAIN HEALTHY GROWTH. 23. THE LANDSCAPE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE THE LANDSCAPE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE LANDSCAPE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE LANDSCAPE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE INFORMATION ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE ONLY. PLEASE REFER TO THE OTHER SHEETS IN THE PLEASE REFER TO THE OTHER SHEETS IN THE PLEASE REFER TO THE OTHER SHEETS IN THE PLEASE REFER TO THE OTHER SHEETS IN THE REFER TO THE OTHER SHEETS IN THE REFER TO THE OTHER SHEETS IN THE TO THE OTHER SHEETS IN THE TO THE OTHER SHEETS IN THE THE OTHER SHEETS IN THE THE OTHER SHEETS IN THE OTHER SHEETS IN THE OTHER SHEETS IN THE SHEETS IN THE SHEETS IN THE IN THE IN THE THE THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 24. ANY DISTURBED AREAS NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S ANY DISTURBED AREAS NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S DISTURBED AREAS NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S DISTURBED AREAS NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S AREAS NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S AREAS NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S NOT SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S SHOWN AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S AS HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S HATCHED SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S SHALL BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S BE SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S SEEDED W/ DNREC PERMANENT SEED MIX #2 PER THE E&S W/ DNREC PERMANENT SEED MIX #2 PER THE E&S W/ DNREC PERMANENT SEED MIX #2 PER THE E&S DNREC PERMANENT SEED MIX #2 PER THE E&S DNREC PERMANENT SEED MIX #2 PER THE E&S PERMANENT SEED MIX #2 PER THE E&S PERMANENT SEED MIX #2 PER THE E&S SEED MIX #2 PER THE E&S SEED MIX #2 PER THE E&S MIX #2 PER THE E&S MIX #2 PER THE E&S #2 PER THE E&S #2 PER THE E&S PER THE E&S PER THE E&S THE E&S THE E&S E&S E&S DETAIL SHEETS.

6' MIN. HEIGHT

3' MIN. HEIGHT

13

50'

QUERCUS STELLATA

40'-50' HEIGHT AT MATURITY, 25'-50' CROWN SPREAD, BALL & BURLAP

POST OAK

6' MIN. HEIGHT

2 TRANSLATE WESTERN PARKING TRANSLATE WESTERN PARKING 10/09/19

8-01-115.13-01-38.00-000 POWELL, FRANCIS G.

8-01-115.13-01-37.00-000 STAGNER, LAURA F.

8-01-115.13-01-36.00-000 ALBERTSON, FRANK B.

8-01-115.17-02-05.01-000 FICHTER, CALVIN E. SR.

8-01-115.17-02-05.00-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-50.00-000 VU, ANTHONY

8-01-115.13-01-51.00-000 KOONS, DIANA I.

8-01-115.13-01-49.00-000 GRESCH, JOHN F. JR.

8-01-115.13-01-52.00-000 MAMMARELLI, HARRIET E.

8-01-115.13-01-53.02-000 MAMMARELLI, MATTHEW

8-01-115.13-01-53.01-000 MAMMARELLI, MATTHEW

8-01-115.13-01-56.00-000 PHILLIS, WILLIAM K.

8-01-115.13-01-35.00-000 INGRAM, DAVID C. JR.

8-01-115.13-01-57.00-000 HANEBURY, WILLIAM A.

8-01-115.13-01-56.01-000 JONES, LINDA M.

8-01-115.13-01-59.00-000 JARRELL, WAYNE C.R.

8-01-115.17-02-24.00-000 FRECH, RANDALL

8-01-115.13-01-58.00-000 MAMMARELLI, HARRIET

8-01-115.17-02-27.00-000 RIESE, KENNETH S.

8-01-115.17-02-32.00-000 EWING, RICHARD T. TRUSTEE

8-01-115.17-02-29.00-000 EWING, MARY L.

8-01-115.17-02-30.01-000 EWING, MARY L.

8-01-115.17-02-40.00-000 AUGHEY, JEFFREY L.

8-01-115.17-02-30.00-000 SNAITH, HAROLD V.

8-01-115.17-02-43.00-000 MCDEVITT, ROBERT J. SR.

8-01-115.17-02-31.00-000 KLEIN, SAMUEL D.

8-01-115.17-02-42.00-000 VONSTETTEN, MELVIN

8-01-115.17-02-47.00-000 LAPIERS, JOSEPH F.

8-01-115.17-02-49.00-000 ORENDORF, RALPH O.

8-01-115.17-02-46.00-000 WASYLKOWSKI, ROBERT W. SR.

8-01-115.17-02-41.00-000 FEDELE, LOUIS

8-01-115.17-02-45.00-000 FAWBER, RICHARD M.

8-01-115.17-02-48.00-000 ISHLER, CARL O.

SM-01-115.17-02-06.00 STATE OF DELAWARE

8-01-115.17-02-23.00-000 WICKENHEISER, JAMES L.

8-01-115.17-02-05.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.01-000 KENT COUNTY

8-01-115.17-02-04.02-000 ADMIRAL HOLDINGS, LLC

8-01-115.13-01-34.00-000 VOGEL, JOHN R.

8-01-115.17-02-04.01-000 VENTURA, KENNETH R.

8-01-115.13-01-33.00-000 POTTER, CARLOS

8-01-115.17-02-03.00-000 MORRIS, COLEMAN H. III

8-01-115.17-02-04.00-000 LIPPERT, COLEMAN DAVID

8-01-115.17-02-02.00-000 WENTZLER, MICHAEL B.

8-01-115.17-02-01.00-000 MILLER, STEPHEN D.

8-01-115.17-02-81.00-000 ROSE, DIANE L.

8-01-115.17-02-08.01-000 KEESLING, MARIA

8-01-115.17-02-47.01-000 ISHLER, CARL O.

8-01-115.17-02-23.09-000 GECHTER, ILONA R.

8-01-115.17-02-23.06-000 DAVIDHEISER, STANLEY A.

8-01-115.17-02-23.07-000 OXENFORD, RICHARD C.

8-01-115.17-02-23.04-000 HANNAH, CHARLES J.

8-01-115.17-02-23.01-000 RUYTER, MARY A.

8-01-115.17-02-54.01-000 STIO, JOSEPH

8-01-115.17-02-07.00-000 STATE OF DELAWARE

8-01-115.17-02-08.00-000 GRAYBEAL, EDWARD P.

8-01-115.17-02-09.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-12.00-000 LEED, JEFFREY A.

8-01-115.17-02-52.00-000 FITZKEE, ELLEN P.

8-01-115.17-02-23.11-000 WICKENHEISER, JAMES L.

8-01-115.17-02-11.00-000 KESSLER, ALICE M.

8-01-115.17-02-23.03-000 OXENFORD, RICHARD C.

8-01-115.17-02-10.00-000 SIWARSKI, WILLIAM

8-01-115.17-02-23.05-000 GECHTER, ILONA R.

8-01-115.17-02-57.00-000 HAMILTON, PATRICK J.

8-01-115.17-02-16.00-000 BLAZENSKY, ANDREW E.

8-01-115.17-02-15.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-23.10-000 RUSSO, PETER C.

8-01-115.17-02-23.02-000 CROMER, MICHAEL R.

SM-01-115.17-02-22.00 STATE OF DELAWARE

8-01-115.17-02-14.00-000 GALICZYNSKI, WILLIAM

8-01-115.17-01-13.00-000 EICHERLY, FRANK W. IV

8-01-115.17-02-21.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-22.00-000 DELAWARE STATE OF FOR USE OF

8-01-115.17-01-32.00-000 DELAWARE STATE OF

8-01-115.17-01-31.00-000 DELAWARE STATE OF

8-01-115.17-02-18.00-000 LEE, ROBERT L.

8-01-115.17-02-19.00-000 LASALLE, ALEXANDER S.

8-01-115.17-02-20.00-000 LASALLE, ALEXANDER S.

8-01-115.17-01-35.00-000 BLUE WIND VISTA, LLC

8-01-115.17-01-28.00-000 FEAGUE, SHERRY

8-01-115.17-01-24.00-000 UNKNOWN OWNER

8-01-115.17-01-19.00-000 PASKEY, WILLIAM L.

8-01-115.17-01-29.00-000 KITTY I, INC.

8-01-115.17-01-35.01-000 RUSSO, ROBERTA L.

8-01-115.17-01-30.00-000 KITTY I, INC.

8-01-115.17-01-38.00-000 HEALY, JOSEPH W. JR.

EX DRIVEWAY

EX DRIVEWAY

EX DRIVEWAY

EX FOOTBRIDGE

P.M.

P.M.

24" RCP

24" RCP

18" RCP

24" RCP

PHASE 1 STAGING & STOCKPILE AREA

COVERED DUMPSTER

X

X

X

X

EXISTING PAVEMENT TO REMAIN

1.0%

~1.0%

5.27

4.62

4.77

4.12

TOB=3.67

TOB=3.27

TOB=2.87

TOB=2.47

TOB=1.97

~0.4%

HIGH POINT=6.20

5.20

5.16

~0.4%

3.62

4.27

4.95

4.45

3.95

4.55

4.05

3.55

5.55

5.05

4.55

TOB=3.55

TOB=3.40

G:\PROJECTS\175013.00 (DNREC 2017 Engineering OE)\175013.36 Bowers Beach Parking Area Phase I\CADD FILES\Sheets\C-106 - EROSION & SEDIMENT CONTROL PLAN.dwg, 10/9/2019 8:47 AM, 10/9/2019 8:47 AM10/9/2019 8:47 AM

PROJECT

DRAWN

REVISIONS

CHK'D/DESIGNER

SHEET NO.

SCALE

PROJECT NO.

SHEET TITLE

ADDENDUM

DESCRIPTION

DATE

PAVEMENT TO BE REMOVED

"WESTERN PARKING AREA" EXISTING HOTMIX TO BE RESURFACED

1. TOTAL LOD: 1.84 AC TOTAL LOD: 1.84 AC 1.84 AC 2. NOTICE OF INTENT (NOI) ID#: 6033 NOTICE OF INTENT (NOI) ID#: 6033 6033 3. ALL SOILS WITHIN THE PROPOSED LIMITS OF DISTURBANCE ARE CLASSIFIED AS: ALL SOILS WITHIN THE PROPOSED LIMITS OF DISTURBANCE ARE CLASSIFIED AS: SuA, SUNKEN MUCKY SILT LOAM, 0-2% SLOPES, HSG = C/D FOR STORMWATER MANAGEMENT PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM STORMWATER MANAGEMENT PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM STORMWATER MANAGEMENT PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM MANAGEMENT PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM MANAGEMENT PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM PURPOSES, SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM SOILS WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM WILL BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM BE CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM CONSIDERED HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM HSG = C, DUE TO THE OPEN DRAINAGE SYSTEM = C, DUE TO THE OPEN DRAINAGE SYSTEM = C, DUE TO THE OPEN DRAINAGE SYSTEM C, DUE TO THE OPEN DRAINAGE SYSTEM C, DUE TO THE OPEN DRAINAGE SYSTEM DUE TO THE OPEN DRAINAGE SYSTEM DUE TO THE OPEN DRAINAGE SYSTEM TO THE OPEN DRAINAGE SYSTEM TO THE OPEN DRAINAGE SYSTEM THE OPEN DRAINAGE SYSTEM THE OPEN DRAINAGE SYSTEM OPEN DRAINAGE SYSTEM OPEN DRAINAGE SYSTEM DRAINAGE SYSTEM DRAINAGE SYSTEM SYSTEM SYSTEM SURROUNDING THE PROJECT SITE. 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED THE CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED SHALL PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED SHALL PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED PROVIDE TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED TEMPORARY STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED STABILIZATION AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED AS WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED WORK PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED PROGRESSES SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED SUCH THAT NO MORE THAN 1.0 AC IS DISTURBED THAT NO MORE THAN 1.0 AC IS DISTURBED THAT NO MORE THAN 1.0 AC IS DISTURBED NO MORE THAN 1.0 AC IS DISTURBED NO MORE THAN 1.0 AC IS DISTURBED MORE THAN 1.0 AC IS DISTURBED MORE THAN 1.0 AC IS DISTURBED THAN 1.0 AC IS DISTURBED THAN 1.0 AC IS DISTURBED 1.0 AC IS DISTURBED 1.0 AC IS DISTURBED AC IS DISTURBED AC IS DISTURBED IS DISTURBED IS DISTURBED DISTURBED DISTURBED AT ANY POINT IN TIME. 5. ALL DISTURBED AREAS WITHIN THE LOD SHALL BE STABILIZED WITH 6" MIN TOPSOIL, SEED, AND MULCH/STABILIZATION MATTING. ALL DISTURBED AREAS WITHIN THE LOD SHALL BE STABILIZED WITH 6" MIN TOPSOIL, SEED, AND MULCH/STABILIZATION MATTING. 6. TEMPORARY SEEDING SHALL MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR TEMPORARY SEEDING SHALL MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SEEDING SHALL MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SEEDING SHALL MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SHALL MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SHALL MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR MEET SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SPECIFICATIONS OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR OF DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR DNREC TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR TEMPORARY SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR SEED MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR MIX #3. TOPSOIL SHALL NOT BE REQUIRED FOR #3. TOPSOIL SHALL NOT BE REQUIRED FOR #3. TOPSOIL SHALL NOT BE REQUIRED FOR TOPSOIL SHALL NOT BE REQUIRED FOR TOPSOIL SHALL NOT BE REQUIRED FOR TOPSOIL SHALL NOT BE REQUIRED FOR SHALL NOT BE REQUIRED FOR SHALL NOT BE REQUIRED FOR NOT BE REQUIRED FOR NOT BE REQUIRED FOR BE REQUIRED FOR BE REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR TEMPORARY SEEDING. 7. MULCH SHALL BE BLOWN STRAW MULCHING PER THE MULCHING DETAIL ON THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS. MULCH SHALL BE BLOWN STRAW MULCHING PER THE MULCHING DETAIL ON THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS. 8. SLOPE STABILIZATION MATTING SHALL BE TYPE SSM-1. SLOPE STABILIZATION MATTING SHALL BE TYPE SSM-1. EXAMPLE PRODUCTS INCLUDE: NORTH AMERICAN GREEN S75BN EAST COAST EROSION BLANKETS ECS-1B 9. GEOTEXTILE FOR THE STABILIZED CONSTRUCTION ENTRANCES SHALL MEET DNREC TYPE GS-1 SPECIFICATIONS. GEOTEXTILE FOR THE STABILIZED CONSTRUCTION ENTRANCES SHALL MEET DNREC TYPE GS-1 SPECIFICATIONS. EXAMPLE PRODUCTS INCLUDE: MIRAFI 600X AMOCO 2006 GEOTEX 315ST 10. SPRINKLING SHALL BE THE STABILIZATION MEASURE INITIATED IF DUST CONTROL BECOMES A PROBLEM. SPRINKLING SHALL BE THE STABILIZATION MEASURE INITIATED IF DUST CONTROL BECOMES A PROBLEM. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING RESPONSIBILITY TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING AND REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING REPAIR ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING ALL EROSION AND SEDIMENT CONTROL PRACTICES DURING EROSION AND SEDIMENT CONTROL PRACTICES DURING EROSION AND SEDIMENT CONTROL PRACTICES DURING AND SEDIMENT CONTROL PRACTICES DURING AND SEDIMENT CONTROL PRACTICES DURING SEDIMENT CONTROL PRACTICES DURING SEDIMENT CONTROL PRACTICES DURING CONTROL PRACTICES DURING CONTROL PRACTICES DURING PRACTICES DURING PRACTICES DURING DURING DURING CONSTRUCTION. 12. LOCATIONS OF THE DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW LOCATIONS OF THE DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW OF THE DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW OF THE DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW THE DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW THE DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW DUMPSTER AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW AND STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW STAGING AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW AREAS ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW ARE SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW SHOWN ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW ON THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW THIS SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW SHEET. IF THESE LOCATIONS MUST BE MOVED, THE NEW IF THESE LOCATIONS MUST BE MOVED, THE NEW IF THESE LOCATIONS MUST BE MOVED, THE NEW IF THESE LOCATIONS MUST BE MOVED, THE NEW THESE LOCATIONS MUST BE MOVED, THE NEW THESE LOCATIONS MUST BE MOVED, THE NEW LOCATIONS MUST BE MOVED, THE NEW LOCATIONS MUST BE MOVED, THE NEW MUST BE MOVED, THE NEW MUST BE MOVED, THE NEW BE MOVED, THE NEW BE MOVED, THE NEW MOVED, THE NEW MOVED, THE NEW THE NEW THE NEW NEW NEW LOCATION SHALL BE APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER. 13. CULVERT INLET PROTECTION AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET CULVERT INLET PROTECTION AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET INLET PROTECTION AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET INLET PROTECTION AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET PROTECTION AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET PROTECTION AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET AT PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET PIPE INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET INLETS SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET SHALL BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET BE 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET 3MIL HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET HDPE COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET COMPOST FILTER LOGS, INSTALLED PER DNREC CULVERT INLET FILTER LOGS, INSTALLED PER DNREC CULVERT INLET FILTER LOGS, INSTALLED PER DNREC CULVERT INLET LOGS, INSTALLED PER DNREC CULVERT INLET LOGS, INSTALLED PER DNREC CULVERT INLET INSTALLED PER DNREC CULVERT INLET INSTALLED PER DNREC CULVERT INLET PER DNREC CULVERT INLET PER DNREC CULVERT INLET DNREC CULVERT INLET DNREC CULVERT INLET CULVERT INLET CULVERT INLET INLET INLET PROTECTION STANDARD DETAIL. 14. PER FIRM MAP NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE PER FIRM MAP NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE FIRM MAP NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE FIRM MAP NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE MAP NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE MAP NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE NUMBER 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE 10001C0267J, DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE DATED JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE JULY 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE 7, 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE 2014, THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE THE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE ENTIRE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE SITE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE LIES WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE WITHIN ZONE AE. AREAS WITHIN ZONE AE ARE ZONE AE. AREAS WITHIN ZONE AE ARE ZONE AE. AREAS WITHIN ZONE AE ARE AE. AREAS WITHIN ZONE AE ARE AE. AREAS WITHIN ZONE AE ARE AREAS WITHIN ZONE AE ARE AREAS WITHIN ZONE AE ARE WITHIN ZONE AE ARE WITHIN ZONE AE ARE ZONE AE ARE ZONE AE ARE AE ARE AE ARE ARE ARE SUBJECT TO INUNDATION BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN TO INUNDATION BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN TO INUNDATION BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN INUNDATION BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN INUNDATION BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN BY THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN THE 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN 1.0% ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN ANNUAL CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN CHANCE FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN FLOOD EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN EVENT DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN DETERMINED BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN BY FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN FEMA. BASE FLOOD ELEVATIONS VARY BETWEEN BASE FLOOD ELEVATIONS VARY BETWEEN BASE FLOOD ELEVATIONS VARY BETWEEN FLOOD ELEVATIONS VARY BETWEEN FLOOD ELEVATIONS VARY BETWEEN ELEVATIONS VARY BETWEEN ELEVATIONS VARY BETWEEN VARY BETWEEN VARY BETWEEN BETWEEN BETWEEN 10.0' AND 11.0' AT THE PROJECT SITE.

1. REVIEW AND APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER REVIEW AND APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER AND APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER AND APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER THE SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER SEDIMENT AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER AND STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER STORMWATER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER MANAGEMENT PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER PLAN SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER NOT RELIEVE THE CONTRACTOR FROM HIS OR HER NOT RELIEVE THE CONTRACTOR FROM HIS OR HER RELIEVE THE CONTRACTOR FROM HIS OR HER RELIEVE THE CONTRACTOR FROM HIS OR HER THE CONTRACTOR FROM HIS OR HER THE CONTRACTOR FROM HIS OR HER CONTRACTOR FROM HIS OR HER CONTRACTOR FROM HIS OR HER FROM HIS OR HER FROM HIS OR HER HIS OR HER HIS OR HER OR HER OR HER HER HER RESPONSIBILITIES FOR COMPLIANCE WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT FOR COMPLIANCE WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT FOR COMPLIANCE WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT COMPLIANCE WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT COMPLIANCE WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT WITH THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT THE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT DELAWARE SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT SEDIMENT AND STORMWATER REGULATIONS, NOR SHALL IT AND STORMWATER REGULATIONS, NOR SHALL IT AND STORMWATER REGULATIONS, NOR SHALL IT STORMWATER REGULATIONS, NOR SHALL IT STORMWATER REGULATIONS, NOR SHALL IT REGULATIONS, NOR SHALL IT REGULATIONS, NOR SHALL IT NOR SHALL IT NOR SHALL IT SHALL IT SHALL IT IT IT RELIEVE THE CONTRACTOR FROM ERRORS OR OMISSIONS IN THE APPROVED PLAN. 2. IF THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS IF THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS TO BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS BE MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS STORMWATER CONTROL MEASURES MAY BE REQUIRED AS STORMWATER CONTROL MEASURES MAY BE REQUIRED AS CONTROL MEASURES MAY BE REQUIRED AS CONTROL MEASURES MAY BE REQUIRED AS MEASURES MAY BE REQUIRED AS MEASURES MAY BE REQUIRED AS MAY BE REQUIRED AS MAY BE REQUIRED AS BE REQUIRED AS BE REQUIRED AS REQUIRED AS REQUIRED AS AS AS DEEMED NECESSARY BY DNREC OR THE DELEGATED AGENCY. 3. FOLLOWING THE SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL FOLLOWING THE SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL THE SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL THE SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL TEMPORARY STABILIZATION SHALL BE COMPLETED FOR ALL STABILIZATION SHALL BE COMPLETED FOR ALL STABILIZATION SHALL BE COMPLETED FOR ALL SHALL BE COMPLETED FOR ALL SHALL BE COMPLETED FOR ALL BE COMPLETED FOR ALL BE COMPLETED FOR ALL COMPLETED FOR ALL COMPLETED FOR ALL FOR ALL FOR ALL ALL ALL PERIMETER SEDIMENT CONTROLS, SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN SEDIMENT CONTROLS, SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN SEDIMENT CONTROLS, SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN CONTROLS, SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN CONTROLS, SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN DISTURBED OR GRADED AREAS ON THE PROJECT SITE WITHIN OR GRADED AREAS ON THE PROJECT SITE WITHIN OR GRADED AREAS ON THE PROJECT SITE WITHIN GRADED AREAS ON THE PROJECT SITE WITHIN GRADED AREAS ON THE PROJECT SITE WITHIN AREAS ON THE PROJECT SITE WITHIN AREAS ON THE PROJECT SITE WITHIN ON THE PROJECT SITE WITHIN ON THE PROJECT SITE WITHIN THE PROJECT SITE WITHIN THE PROJECT SITE WITHIN PROJECT SITE WITHIN PROJECT SITE WITHIN SITE WITHIN SITE WITHIN WITHIN WITHIN FOURTEEN (14) CALENDAR DAYS UNLESS MORE RESTRICTIVE FEDERAL REQUIREMENTS APPLY. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, EROSION AND SEDIMENT CONTROL HANDBOOK, EROSION AND SEDIMENT CONTROL HANDBOOK, AND SEDIMENT CONTROL HANDBOOK, AND SEDIMENT CONTROL HANDBOOK, SEDIMENT CONTROL HANDBOOK, SEDIMENT CONTROL HANDBOOK, CONTROL HANDBOOK, CONTROL HANDBOOK, HANDBOOK, HANDBOOK, LATEST EDITION. 5. AT ANY TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER AT ANY TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER ANY TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER ANY TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER APPROVED BY THE AGENCY CONSTRUCTION SITE REVIEWER BY THE AGENCY CONSTRUCTION SITE REVIEWER BY THE AGENCY CONSTRUCTION SITE REVIEWER THE AGENCY CONSTRUCTION SITE REVIEWER THE AGENCY CONSTRUCTION SITE REVIEWER AGENCY CONSTRUCTION SITE REVIEWER AGENCY CONSTRUCTION SITE REVIEWER CONSTRUCTION SITE REVIEWER CONSTRUCTION SITE REVIEWER SITE REVIEWER SITE REVIEWER REVIEWER REVIEWER FOR A NON-EROSIVE POINT OF DISCHARGE, AND A DEWATERING PERMIT SHALL BE APPROVED BY THE DNREC WELL PERMITTING BRANCH. 6. APPROVED PLANS REMAIN VALID FOR FIVE (5) YEARS FROM THE DATE OF APPROVAL. APPROVED PLANS REMAIN VALID FOR FIVE (5) YEARS FROM THE DATE OF APPROVAL. 7. POST CONSTRUCTION VERIFICATION DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN POST CONSTRUCTION VERIFICATION DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN CONSTRUCTION VERIFICATION DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN CONSTRUCTION VERIFICATION DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN VERIFICATION DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN VERIFICATION DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN DOCUMENTS ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN ARE TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN TO BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN BE SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN SUBMITTED TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN TO THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN THE DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN DNREC SEDIMENT AND STORMWATER PROGRAM WITHIN SEDIMENT AND STORMWATER PROGRAM WITHIN SEDIMENT AND STORMWATER PROGRAM WITHIN AND STORMWATER PROGRAM WITHIN AND STORMWATER PROGRAM WITHIN STORMWATER PROGRAM WITHIN STORMWATER PROGRAM WITHIN PROGRAM WITHIN PROGRAM WITHIN WITHIN WITHIN SIXTY (60) DAYS OF STORMWATER MANAGEMENT FACILITY COMPLETION. 8. APPROVAL OF A SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE APPROVAL OF A SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE OF A SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE OF A SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE A SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE A SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE SEDIMENT AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE AND STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE STORMWATER PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE PLAN DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE DOES NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE NOT GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE GRANT OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE OR IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE RIGHT TO DISCHARGE STORMWATER RUNOFF. THE RIGHT TO DISCHARGE STORMWATER RUNOFF. THE TO DISCHARGE STORMWATER RUNOFF. THE TO DISCHARGE STORMWATER RUNOFF. THE DISCHARGE STORMWATER RUNOFF. THE DISCHARGE STORMWATER RUNOFF. THE STORMWATER RUNOFF. THE STORMWATER RUNOFF. THE RUNOFF. THE RUNOFF. THE THE THE THE OWNER/DEVELOPER IS RESPONSIBLE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE IS RESPONSIBLE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE IS RESPONSIBLE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE RESPONSIBLE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE RESPONSIBLE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ANY AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE AND ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ALL AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE AGREEMENTS, EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE EASEMENTS, ETC., NECESSARY TO COMPLY WITH STATE ETC., NECESSARY TO COMPLY WITH STATE ETC., NECESSARY TO COMPLY WITH STATE NECESSARY TO COMPLY WITH STATE NECESSARY TO COMPLY WITH STATE TO COMPLY WITH STATE TO COMPLY WITH STATE COMPLY WITH STATE COMPLY WITH STATE WITH STATE WITH STATE STATE STATE DRAINAGE AND OTHER APPLICABLE LAWS. 9. THE NOTICE OF INTENT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER NPDES GENERAL PERMIT FOR THE NOTICE OF INTENT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER NPDES GENERAL PERMIT FOR THIS PROJECT IS # _____. AT ANY TIME THE OWNERSHIP FOR THIS PROJECT CHANGES, A TRANSFER OF AUTHORIZATION OR A CO-PERMITEE APPLICATION MUST BE SUBMITTED TO DNREC. THE PERMITTEE OF RECORD SHALL NOT BE RELIEVED OF THEIR RESPONSIBILITIES UNTIL A NOTICE OF TERMINATION HAS BEEN PROCESSED BY DNREC. 10. THE OWNER SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH THE OWNER SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH OWNER SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH OWNER SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH OF THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH THE NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH NPDES CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH CONSTRUCTION GENERAL PERMIT ASSOCIATED WITH GENERAL PERMIT ASSOCIATED WITH GENERAL PERMIT ASSOCIATED WITH PERMIT ASSOCIATED WITH PERMIT ASSOCIATED WITH ASSOCIATED WITH ASSOCIATED WITH WITH WITH THE PROJECT, INCLUDING, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, PROJECT, INCLUDING, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, PROJECT, INCLUDING, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, INCLUDING, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, INCLUDING, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, LIMITED TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, TO, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, PERFORMING WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, WEEKLY SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, SITE INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, INSPECTIONS DURING CONSTRUCTION AND AFTER RAIN EVENTS, DURING CONSTRUCTION AND AFTER RAIN EVENTS, DURING CONSTRUCTION AND AFTER RAIN EVENTS, CONSTRUCTION AND AFTER RAIN EVENTS, CONSTRUCTION AND AFTER RAIN EVENTS, AND AFTER RAIN EVENTS, AND AFTER RAIN EVENTS, AFTER RAIN EVENTS, AFTER RAIN EVENTS, RAIN EVENTS, RAIN EVENTS, EVENTS, EVENTS, AND MAINTAINING WRITTEN LOGS OF THESE INSPECTIONS. 11. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. LADEN RUNOFF OR WIND FROM LEAVING THE SITE. LADEN RUNOFF OR WIND FROM LEAVING THE SITE. RUNOFF OR WIND FROM LEAVING THE SITE. RUNOFF OR WIND FROM LEAVING THE SITE. OR WIND FROM LEAVING THE SITE. OR WIND FROM LEAVING THE SITE. WIND FROM LEAVING THE SITE. WIND FROM LEAVING THE SITE. FROM LEAVING THE SITE. FROM LEAVING THE SITE. LEAVING THE SITE. LEAVING THE SITE. THE SITE. THE SITE. SITE. SITE. PERIMETER CONTROLS SHALL BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM CONTROLS SHALL BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM CONTROLS SHALL BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM SHALL BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM SHALL BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENT FROM TO FULLY CONTAIN AND CONTROL SEDIMENT FROM TO FULLY CONTAIN AND CONTROL SEDIMENT FROM FULLY CONTAIN AND CONTROL SEDIMENT FROM FULLY CONTAIN AND CONTROL SEDIMENT FROM CONTAIN AND CONTROL SEDIMENT FROM CONTAIN AND CONTROL SEDIMENT FROM AND CONTROL SEDIMENT FROM AND CONTROL SEDIMENT FROM CONTROL SEDIMENT FROM CONTROL SEDIMENT FROM SEDIMENT FROM SEDIMENT FROM FROM FROM LEAVING THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE REACHED HALF OF THE EFFECTIVE CAPACITY OF THE REACHED HALF OF THE EFFECTIVE CAPACITY OF THE HALF OF THE EFFECTIVE CAPACITY OF THE HALF OF THE EFFECTIVE CAPACITY OF THE OF THE EFFECTIVE CAPACITY OF THE OF THE EFFECTIVE CAPACITY OF THE THE EFFECTIVE CAPACITY OF THE THE EFFECTIVE CAPACITY OF THE EFFECTIVE CAPACITY OF THE EFFECTIVE CAPACITY OF THE CAPACITY OF THE CAPACITY OF THE OF THE OF THE THE THE CONTROL. IN ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR IN ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR IN ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR IN ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR IN TIMES OF ADVERSE WEATHER CONDITIONS, OR IN TIMES OF ADVERSE WEATHER CONDITIONS, OR TIMES OF ADVERSE WEATHER CONDITIONS, OR TIMES OF ADVERSE WEATHER CONDITIONS, OR OF ADVERSE WEATHER CONDITIONS, OR OF ADVERSE WEATHER CONDITIONS, OR ADVERSE WEATHER CONDITIONS, OR ADVERSE WEATHER CONDITIONS, OR WEATHER CONDITIONS, OR WEATHER CONDITIONS, OR CONDITIONS, OR CONDITIONS, OR OR OR AS DIRECTED BY THE AGENCY CONSTRUCTION SITE REVIEWER. 12. BEST AVAILABLE TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 BEST AVAILABLE TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 AVAILABLE TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 AVAILABLE TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 MANAGE TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 TURBID DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7 IN ACCORDANCE WITH REQUIREMENTS OF 7 IN ACCORDANCE WITH REQUIREMENTS OF 7 ACCORDANCE WITH REQUIREMENTS OF 7 ACCORDANCE WITH REQUIREMENTS OF 7 WITH REQUIREMENTS OF 7 WITH REQUIREMENTS OF 7 REQUIREMENTS OF 7 REQUIREMENTS OF 7 OF 7 OF 7 7 7 DEL C. CHAPTER 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS C. CHAPTER 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS C. CHAPTER 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS CHAPTER 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS CHAPTER 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS 9.1.02, KNOWN AS SPECIAL CONDITIONS 9.1.02, KNOWN AS SPECIAL CONDITIONS KNOWN AS SPECIAL CONDITIONS KNOWN AS SPECIAL CONDITIONS AS SPECIAL CONDITIONS AS SPECIAL CONDITIONS SPECIAL CONDITIONS SPECIAL CONDITIONS CONDITIONS CONDITIONS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND DEPARTMENT POLICIES, PROCEDURES, AND GUIDANCE. 13. DOCUMENTATION OF SOIL TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO DOCUMENTATION OF SOIL TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO OF SOIL TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO OF SOIL TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO SOIL TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO SOIL TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO TESTING AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO AND MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO MATERIALS USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO USED FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO FOR TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO TEMPORARY OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO OR PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO PERMANENT STABILIZATION INCLUDING BUT NOT LIMITED TO STABILIZATION INCLUDING BUT NOT LIMITED TO STABILIZATION INCLUDING BUT NOT LIMITED TO INCLUDING BUT NOT LIMITED TO INCLUDING BUT NOT LIMITED TO BUT NOT LIMITED TO BUT NOT LIMITED TO NOT LIMITED TO NOT LIMITED TO LIMITED TO LIMITED TO TO TO SOIL TEST RESULTS, SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TEST RESULTS, SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TEST RESULTS, SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO RESULTS, SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO RESULTS, SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO SEED TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TAGS, SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO SOIL AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO AMENDMENT TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TAGS, ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO ETC. SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO SHALL BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO BE PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO PROVIDED TO THE DEPARTMENT OR DELEGATED AGENCY TO TO THE DEPARTMENT OR DELEGATED AGENCY TO TO THE DEPARTMENT OR DELEGATED AGENCY TO THE DEPARTMENT OR DELEGATED AGENCY TO THE DEPARTMENT OR DELEGATED AGENCY TO DEPARTMENT OR DELEGATED AGENCY TO DEPARTMENT OR DELEGATED AGENCY TO OR DELEGATED AGENCY TO OR DELEGATED AGENCY TO DELEGATED AGENCY TO DELEGATED AGENCY TO AGENCY TO AGENCY TO TO TO VERIFY THAT THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE THAT THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE THAT THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE PERMANENT OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE OR TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE TEMPORARY STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE STABILIZATION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE COMPLETED IN ACCORDANCE WITH THE APPROVED PLAN. THE IN ACCORDANCE WITH THE APPROVED PLAN. THE IN ACCORDANCE WITH THE APPROVED PLAN. THE ACCORDANCE WITH THE APPROVED PLAN. THE ACCORDANCE WITH THE APPROVED PLAN. THE WITH THE APPROVED PLAN. THE WITH THE APPROVED PLAN. THE THE APPROVED PLAN. THE THE APPROVED PLAN. THE APPROVED PLAN. THE APPROVED PLAN. THE PLAN. THE PLAN. THE THE THE DEPARTMENT OR DELEGATED AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY OR DELEGATED AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY OR DELEGATED AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY DELEGATED AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY DELEGATED AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY AGENCY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY MAY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY REQUIRE ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY ADDITIONAL SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY SOIL TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY TESTING AND REAPPLICATION OF PERMANENT OR TEMPORARY AND REAPPLICATION OF PERMANENT OR TEMPORARY AND REAPPLICATION OF PERMANENT OR TEMPORARY REAPPLICATION OF PERMANENT OR TEMPORARY REAPPLICATION OF PERMANENT OR TEMPORARY OF PERMANENT OR TEMPORARY OF PERMANENT OR TEMPORARY PERMANENT OR TEMPORARY PERMANENT OR TEMPORARY OR TEMPORARY OR TEMPORARY TEMPORARY TEMPORARY STABILIZATION IN ACCORDANCE WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR IN ACCORDANCE WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR IN ACCORDANCE WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR ACCORDANCE WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR ACCORDANCE WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR WITH SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR SPECIFICATIONS PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR PROVIDED IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR IN THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, OR EROSION AND SEDIMENT CONTROL HANDBOOK, OR EROSION AND SEDIMENT CONTROL HANDBOOK, OR AND SEDIMENT CONTROL HANDBOOK, OR AND SEDIMENT CONTROL HANDBOOK, OR SEDIMENT CONTROL HANDBOOK, OR SEDIMENT CONTROL HANDBOOK, OR CONTROL HANDBOOK, OR CONTROL HANDBOOK, OR HANDBOOK, OR HANDBOOK, OR OR OR ALTERNATIVE MEASURES THAT PROVIDE FUNCTIONAL EQUIVALENCY.

1. PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE INSTALLATION OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE OF SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE SEDIMENT CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE CONTROL MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE MEASURES OR GRADING, A PRECONSTRUCTION MEETING MUST BE OR GRADING, A PRECONSTRUCTION MEETING MUST BE OR GRADING, A PRECONSTRUCTION MEETING MUST BE GRADING, A PRECONSTRUCTION MEETING MUST BE GRADING, A PRECONSTRUCTION MEETING MUST BE A PRECONSTRUCTION MEETING MUST BE A PRECONSTRUCTION MEETING MUST BE PRECONSTRUCTION MEETING MUST BE PRECONSTRUCTION MEETING MUST BE MEETING MUST BE MEETING MUST BE MUST BE MUST BE BE BE SCHEDULED AND CONDUCTED. THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE AND CONDUCTED. THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE AND CONDUCTED. THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE CONDUCTED. THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE CONDUCTED. THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE LANDOWNER/DEVELOPER AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE AND CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE CONTRACTOR ARE REQUIRED TO BE IN ATTENDANCE AT THE ARE REQUIRED TO BE IN ATTENDANCE AT THE ARE REQUIRED TO BE IN ATTENDANCE AT THE REQUIRED TO BE IN ATTENDANCE AT THE REQUIRED TO BE IN ATTENDANCE AT THE TO BE IN ATTENDANCE AT THE TO BE IN ATTENDANCE AT THE BE IN ATTENDANCE AT THE BE IN ATTENDANCE AT THE IN ATTENDANCE AT THE IN ATTENDANCE AT THE ATTENDANCE AT THE ATTENDANCE AT THE AT THE AT THE THE THE PRE-CONSTRUCTION MEETING; THE DESIGNER IS RECOMMENDED TO ATTEND. 2. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE SITE. LADEN RUNOFF OR WIND FROM LEAVING THE SITE. LADEN RUNOFF OR WIND FROM LEAVING THE SITE. RUNOFF OR WIND FROM LEAVING THE SITE. RUNOFF OR WIND FROM LEAVING THE SITE. OR WIND FROM LEAVING THE SITE. OR WIND FROM LEAVING THE SITE. WIND FROM LEAVING THE SITE. WIND FROM LEAVING THE SITE. FROM LEAVING THE SITE. FROM LEAVING THE SITE. LEAVING THE SITE. LEAVING THE SITE. THE SITE. THE SITE. SITE. SITE. PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATION TO FULLY CONTAIN AND CONTROL SEDIMENTATION TO FULLY CONTAIN AND CONTROL SEDIMENTATION FULLY CONTAIN AND CONTROL SEDIMENTATION FULLY CONTAIN AND CONTROL SEDIMENTATION CONTAIN AND CONTROL SEDIMENTATION CONTAIN AND CONTROL SEDIMENTATION AND CONTROL SEDIMENTATION AND CONTROL SEDIMENTATION CONTROL SEDIMENTATION CONTROL SEDIMENTATION SEDIMENTATION SEDIMENTATION ON THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. BE REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. REMOVED WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. WHEN IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. OF THE EFFECTIVE CAPACITY OF THE CONTROL. OF THE EFFECTIVE CAPACITY OF THE CONTROL. THE EFFECTIVE CAPACITY OF THE CONTROL. THE EFFECTIVE CAPACITY OF THE CONTROL. EFFECTIVE CAPACITY OF THE CONTROL. EFFECTIVE CAPACITY OF THE CONTROL. CAPACITY OF THE CONTROL. CAPACITY OF THE CONTROL. OF THE CONTROL. OF THE CONTROL. THE CONTROL. THE CONTROL. CONTROL. CONTROL. IN ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS THE CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS THE CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS CONTRACTOR MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS MAY NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS NEED TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS TO ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS ADJUST OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS OR REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS REPAIR MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS MEASURES IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS IN TIMES OF ADVERSE WEATHER CONDITIONS, OR AS TIMES OF ADVERSE WEATHER CONDITIONS, OR AS TIMES OF ADVERSE WEATHER CONDITIONS, OR AS OF ADVERSE WEATHER CONDITIONS, OR AS OF ADVERSE WEATHER CONDITIONS, OR AS ADVERSE WEATHER CONDITIONS, OR AS ADVERSE WEATHER CONDITIONS, OR AS WEATHER CONDITIONS, OR AS WEATHER CONDITIONS, OR AS CONDITIONS, OR AS CONDITIONS, OR AS OR AS OR AS AS AS DIRECTED BY THE AGENCY CONSTRUCTION SITE REVIEWER. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE STABILIZED CONSTRUCTION ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE STABILIZED CONSTRUCTION ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE CONSTRUCTION ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE CONSTRUCTION ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE ENTRANCE. INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE INSTALL CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE CULVERT INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE INLET PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE PROTECTIONS AND COMPOST FILTER LOGS. INSTALL SITE AND COMPOST FILTER LOGS. INSTALL SITE AND COMPOST FILTER LOGS. INSTALL SITE COMPOST FILTER LOGS. INSTALL SITE COMPOST FILTER LOGS. INSTALL SITE FILTER LOGS. INSTALL SITE FILTER LOGS. INSTALL SITE LOGS. INSTALL SITE LOGS. INSTALL SITE INSTALL SITE INSTALL SITE INSTALL SITE SITE SITE POLLUTION PREVENTION DEVICES PER DNREC STANDARD DETAILS & SPECIFICATIONS. 4. PERFORM CLEARING AND GRUBBING AS NEEDED. PERFORM CLEARING AND GRUBBING AS NEEDED. 5. THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF CONTRACTOR SHALL REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF CONTRACTOR SHALL REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF SHALL REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF SHALL REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF REVIEW THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF THE EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF EXISTING CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF CONDITION OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF THE PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF PARKING AREA WITH THE OWNER TO DETERMINE THE EXTENT OF AREA WITH THE OWNER TO DETERMINE THE EXTENT OF AREA WITH THE OWNER TO DETERMINE THE EXTENT OF WITH THE OWNER TO DETERMINE THE EXTENT OF WITH THE OWNER TO DETERMINE THE EXTENT OF THE OWNER TO DETERMINE THE EXTENT OF THE OWNER TO DETERMINE THE EXTENT OF OWNER TO DETERMINE THE EXTENT OF OWNER TO DETERMINE THE EXTENT OF TO DETERMINE THE EXTENT OF TO DETERMINE THE EXTENT OF DETERMINE THE EXTENT OF DETERMINE THE EXTENT OF THE EXTENT OF THE EXTENT OF EXTENT OF EXTENT OF OF OF AREAS REQUIRED TO BE PATCHED PRIOR TO PLACING THE OVERLAY HOT MIX. 6. SAW CUT EXISTING PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR SAW CUT EXISTING PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR CUT EXISTING PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR CUT EXISTING PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR EXISTING PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR EXISTING PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR PAVEMENT AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR AS SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR ON THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR THE EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR EXISTING CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR CONDITIONS AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR AND DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR DEMOLITION SHEET AS WELL AS ALL AREAS IDENTIFIED FOR SHEET AS WELL AS ALL AREAS IDENTIFIED FOR SHEET AS WELL AS ALL AREAS IDENTIFIED FOR AS WELL AS ALL AREAS IDENTIFIED FOR AS WELL AS ALL AREAS IDENTIFIED FOR WELL AS ALL AREAS IDENTIFIED FOR WELL AS ALL AREAS IDENTIFIED FOR AS ALL AREAS IDENTIFIED FOR AS ALL AREAS IDENTIFIED FOR ALL AREAS IDENTIFIED FOR ALL AREAS IDENTIFIED FOR AREAS IDENTIFIED FOR AREAS IDENTIFIED FOR IDENTIFIED FOR IDENTIFIED FOR FOR FOR PATCHING BY THE OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR BY THE OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR BY THE OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR THE OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR THE OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR OWNER. MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR MILL AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR AREAS FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR FOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR PAVEMENT TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR TIE-INS. REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR REMOVE ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR ALL PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR PAVEMENT DEBRIS AND MILLINGS. THE CONTRACTOR DEBRIS AND MILLINGS. THE CONTRACTOR DEBRIS AND MILLINGS. THE CONTRACTOR AND MILLINGS. THE CONTRACTOR AND MILLINGS. THE CONTRACTOR MILLINGS. THE CONTRACTOR MILLINGS. THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 ENSURE THAT ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 ENSURE THAT ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 THAT ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 THAT ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 ALL TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 TEMPORARY STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 STABILIZATION IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 IS COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 COMPLETED AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 AS CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 CONSTRUCTION PROGRESSES SUCH THAT NO MORE THAN 1.0 PROGRESSES SUCH THAT NO MORE THAN 1.0 PROGRESSES SUCH THAT NO MORE THAN 1.0 SUCH THAT NO MORE THAN 1.0 SUCH THAT NO MORE THAN 1.0 THAT NO MORE THAN 1.0 THAT NO MORE THAN 1.0 NO MORE THAN 1.0 NO MORE THAN 1.0 MORE THAN 1.0 MORE THAN 1.0 THAN 1.0 THAN 1.0 1.0 1.0 ACRE OF AREA IS DISTURBED AT ANY POINT IN TIME. 7. COMPLETE ROUGH SITE GRADING. COMPLETE ROUGH SITE GRADING. 8. INSTALL ENTRANCE PIPES. PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS INSTALL ENTRANCE PIPES. PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS ENTRANCE PIPES. PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS ENTRANCE PIPES. PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS PIPES. PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS PIPES. PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS PLACE BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS BORROW TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS TYPE B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS B (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS (AS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS NEEDED), GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS GABC, AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS AND BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS BITUMINOUS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS TYPE B FOR FULL DEPTH PAVEMENT SECTIONS B FOR FULL DEPTH PAVEMENT SECTIONS B FOR FULL DEPTH PAVEMENT SECTIONS FOR FULL DEPTH PAVEMENT SECTIONS FOR FULL DEPTH PAVEMENT SECTIONS FULL DEPTH PAVEMENT SECTIONS FULL DEPTH PAVEMENT SECTIONS DEPTH PAVEMENT SECTIONS DEPTH PAVEMENT SECTIONS PAVEMENT SECTIONS PAVEMENT SECTIONS SECTIONS SECTIONS AT ENTRANCES AND PATCHING AREAS. 9. COMPLETE BITUMINOUS TYPE C OVERLAY OF ALL PAVED AREAS. COMPLETE BITUMINOUS TYPE C OVERLAY OF ALL PAVED AREAS. 10. PLACE TOPSOIL, PERFORM FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG PLACE TOPSOIL, PERFORM FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG TOPSOIL, PERFORM FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG TOPSOIL, PERFORM FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG PERFORM FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG PERFORM FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG FINAL GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG GRADING, SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG SEED, AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG AND MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG MULCH ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG ALL DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG DISTURBED AREAS. STABILIZATION MATTING SHALL BE USED ALONG AREAS. STABILIZATION MATTING SHALL BE USED ALONG AREAS. STABILIZATION MATTING SHALL BE USED ALONG STABILIZATION MATTING SHALL BE USED ALONG STABILIZATION MATTING SHALL BE USED ALONG STABILIZATION MATTING SHALL BE USED ALONG MATTING SHALL BE USED ALONG MATTING SHALL BE USED ALONG SHALL BE USED ALONG SHALL BE USED ALONG BE USED ALONG BE USED ALONG USED ALONG USED ALONG ALONG ALONG DRAINAGE SWALES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE SWALES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE SWALES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE ON THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE EROSION AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE AND SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE SEDIMENT CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE CONTROL PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE PLAN. COMPLETE LANDSCAPING PLANTINGS PER THE COMPLETE LANDSCAPING PLANTINGS PER THE COMPLETE LANDSCAPING PLANTINGS PER THE COMPLETE LANDSCAPING PLANTINGS PER THE LANDSCAPING PLANTINGS PER THE LANDSCAPING PLANTINGS PER THE PLANTINGS PER THE PLANTINGS PER THE PER THE PER THE THE THE LANDSCAPING PLAN. 11. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND CONTROL DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND DEVICES SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND SHALL BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND BE REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND REMOVED ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND ONLY AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND AFTER ALL WORK IN AN AREA HAS BEEN COMPLETED AND ALL WORK IN AN AREA HAS BEEN COMPLETED AND ALL WORK IN AN AREA HAS BEEN COMPLETED AND WORK IN AN AREA HAS BEEN COMPLETED AND WORK IN AN AREA HAS BEEN COMPLETED AND IN AN AREA HAS BEEN COMPLETED AND IN AN AREA HAS BEEN COMPLETED AND AN AREA HAS BEEN COMPLETED AND AN AREA HAS BEEN COMPLETED AND AREA HAS BEEN COMPLETED AND AREA HAS BEEN COMPLETED AND HAS BEEN COMPLETED AND HAS BEEN COMPLETED AND BEEN COMPLETED AND BEEN COMPLETED AND COMPLETED AND COMPLETED AND AND AND STABILIZED, WITH WRITTEN APPROVAL FROM THE AGENCY CONSTRUCTION SITE REVIEWER. 12. THE TERMINATION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION THE TERMINATION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION TERMINATION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION TERMINATION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION OF THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION THE CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION GENERAL PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION PERMIT WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION WILL REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION REQUIRE SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION SUBMISSION AND ACCEPTANCE OF ALL POST CONSTRUCTION AND ACCEPTANCE OF ALL POST CONSTRUCTION AND ACCEPTANCE OF ALL POST CONSTRUCTION ACCEPTANCE OF ALL POST CONSTRUCTION ACCEPTANCE OF ALL POST CONSTRUCTION OF ALL POST CONSTRUCTION OF ALL POST CONSTRUCTION ALL POST CONSTRUCTION ALL POST CONSTRUCTION POST CONSTRUCTION POST CONSTRUCTION CONSTRUCTION CONSTRUCTION VERIFICATION DOCUMENTS AND FINAL STABILIZATION THROUGHOUT THE SITE.

LOD OFFSET FOR CLARITY

EXISTING 18" RCP TO BE REMOVED

2 TRANSLATE WESTERN PARKING TRANSLATE WESTERN PARKING 10/09/19