B.08.02 WQC-0039_USACE Herring & Rockhold Dredging_signed.pdf

PDF 3 MB Posted

Attached to
Herring Bay and Rockhold Creek Maintenance Dredging Project, Anne Arundel County, Maryland
Solicitation number
W912DR23B0005
Issued by

About this file

This solicitation is for a dredging project entitled the Herring Bay and Rockhold Creek Maintenance Dredging Project in Anne Arundel County, Maryland. The U.S. Army Corps of Engineers, Baltimore District is seeking bids to dredge approximately 38,000 cubic yards of silty to sandy material from Herring Bay and Rockhold Creek to restore the channel to its authorized depth of 7 feet. Material will be hydraulically dredged using a cutterhead pipeline dredge and placed in an existing upland placement site approximately 3.5 miles from the dredging locations, which is owned and operated by Anne Arundel County, the non-federal sponsor. The pipeline will travel through Herring Bay and Rockhold Creek and over tidal wetlands to reach the placement site. Earthwork berm repairs and replacement of an existing weir box may also be required at the placement site. This is a 100% small business set-aside procurement with bids due on or before the date specified in the solicitation.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

�&��'�������� ����������(�(�!�����"�)*����(����(�����+� � ��������,���������*���� �
-&.-/��0���"�����*���� ��1
1��2�����3*���������������������*���� ��423�4��&5�������%�(��!�����"� ��6�*�����7����8�8�����9*����������������������7������������������8��������%������8�������$�������������:�������$������;%��$:$<���8��������������8�-�

�2�����3*��������������������;23�<����������������:�������23�(�0�������7�����������(�(�������������������������;�����<�������2��"�����7������8������*�������������������������*���������������������(��#�=�����������8���8*���-� �23����������������������������7������������8�����=������������-� ��������������2�����������8����������������������������������-� ���������2��=���������8�������������������������������������=��"�����7����(��0�����8���8*���2�����3*��������������������23��������������7�������*�8��������%������8������������������������������������������8(��$���������8���8������=�����23��������������7����������*����������*��*�8������8���������������������������8����7������8����������������������8������������8������(��6�*����*�8���������������=��"�*�������*�������������8�������������������������������8���8�������*�����!������(��$������8���������������������������������8�������(����8��� )�������8(��������- �4>&/4-� &��=��������9*�������(� �����������������������(�����8������������+��*���������8��*������������������������

������������������������
������������������������������������������������������

����� ���� !"#$%�&!' $!( ��)*�+$",�-#$.'�#/�012!1%%$'��3�4!2� !#1��$�1(5��6�7#.8!1'�9��:������ !"#$%;�<�$,��1=;�6>6?@��+ 1A�B$�5�"�<(+��!' %$������������

����� �3#4%"C%$�>D;�6?66����E������������������7%$$!12���,��1=�F#(85#�=�-$%%8��G%=%$���3�4!2� !#1�-5�11%���&%��%;�+11%�+$H1=%��-#H1 ,;�<�$,��1=��
��������������������
���E������I#�5,=$�H�!(���,��#$�"%(5�1!(���,�=$%=2%� 5%��7%$$!12���,��1=�F#(85#�=�-$%%8�(5�11%�� #�! '��H 5#$!:%=�=%. 5�#/�J�/%% �<KKL�M.�H'� N#�/%% �#/�����#N�C�%�#4%$=%. 5O�/#$���N!= 5�#/�>??�/%% ;�$%'H� !12�!1��..$#P!"� %�,�Q?;???�(HC!(�,�$='�#/��"� %$!���(#1'!' !12�#/�(��,;�"H=;�'�1=;�'!� ;��1=�'5%��R�+=4�1(%=�"�!1 %1�1(%�=$%=2!12�M#1%���==! !#1���/## O�"�,�C%�(#1=H( %=�� � 5%�.#$ !#1�#/� 5%�(5�11%��1%�$� 5%�S% !%'R�&$%=2%=�"� %$!���!'��.$#.#'%=� #�C%�5,=$�H�!(���,�.H".%=�#$� $H(8%=� #���1%�$C,�%P!' !12�H.��1=�.��(%"%1 �'! %�81#N1���'� 5%�*#H 5�-#H1 ,�&$%=2%=�<� %$!���9��(%"%1 �*! %R�I5%�.H$.#'%�#/� 5!'�.$#S%( �!'� #�"�!1 �!1�� 5%��H 5#$!:%=�=!"%1'!#1'�#/� 5%�(5�11%��!1�#$=%$� #�!".$#4%�1�4!2� !#1R�������������
�����������������
���������

������������T�U���������� ����������V����U����� ��W��V������X����������X������������ �������� �����X��������� X������� ��� ����������������� ������X������ ���

������������Y
��������Z�����
�������
������������W�����
������
���������������������������������������������������

�X������� ������������������ ����������\��I5!'�L� %$�]H��! ,�-%$ !/!(� !#1�M-%$ !/!(� !#1O�!'�!''H%=�H1=%$��H 5#$! ,�#/�*%( !#1�̂?>�#/� 5%��G%=%$���L� %$�9#��H !#1�-#1 $#��+( ��1=�! '�+"%1="%1 ';�I! �%�_;�*HC ! �%�@�#/� 5%�014!$#1"%1 ��+$ !(�%;��1=�-#=%�#/�<�$,��1=�F%2H�� !#1'�M-̀ <+FO�6aR?DR?6R>?R�I5%�<�$,��1=�&%.�$ "%1 �#/�� 5%�014!$#1"%1 �M&%.�$ "%1 O�5�'�=% %$"!1%=�/$#"���$%4!%N�#/� 5%�$%bH%' ��..�!(� !#1�/!�%� 5� � 5%��.$#S%( ��( !4! !%'�=%'($!C%=�!1� 5%��C#4%�N!���1# �4!#�� %�<�$,��1=c'�N� %$�bH��! ,�' �1=�$=';��.$#4!=%=� 5� � 5%�/#��#N!12�(#1=! !#1'��$%�'� !'/!%=R�I5!'�-%$ !/!(� !#1�=#%'�1# �$%�!%4%��1,�.%$'#1��d�

������)��*+,�-./��012-3-01*��4&��'���������� ������5�� ��4������������6����47��������!�!������������ �����#���������&��8&��'���������� �����#������799�!�� ������6����4������������$����� ���?9����� �� ���4A�����������5�� ��4B��"������!�!���&��?&��'���������� �������������������� ���C#�����������:���� ���47�����������5�� ��4��������!�!������������ ���#���������#������#�&��B&��'��� ������������@5D�������� ��������� ���������#�������������$����&��E���� � ��������������������@5D����#����������������� ����� ��������!������F �479������������!����������79������������������!��������&��G����������� ��������� ��!��G����&��E���� ��C����������� � ��!������������������ ��C�����������&��'��� �������������������@5D���� �����&��H������� ���������� &��7&��'���������� �������������������������I� ��������I� �����&��A&��'���������� ���������J������� ��E ���J����� ��@��������#������B7� ���������������&��K&��H��#��C�������� ��"�����#��C��������� ��������J������L�����!�������� � !�����5������������� �����M� ��5�M<������

��#����'�����4K��������N������������E��� ������E������� �����5��!��� &��M� ������� !�5�M<��������

��������&�E�����������

���������5�M<����B49>7?K>�?8BO"� !��>��������5@N&5�M<P���!���

�����������5��!��� �@�����������������N����������"�N�������������<��� "����C�

��#���������G&$&�������Q��� ����������������I� �����&��R�

���)�*+��,-�./�0.�0/� ���1,0..�� ���2� ���2"�� ��������2� �3��� ����2�� !���������� %4� !��������.0����������� ���5� ������

6�� 7��8�� ��,9������:� ����#7��;!" �!����

��!������<=>=?@A��B>CDEDB>F��.���* �'

�$G�� ���.00G$�

����H"

���)�*+�,-�0I�0,�����������'

������!�������2� '���J����������� ���5� ������

�&��� �G���� �&�K���� ������9�������"��"�����"��L������ ""������#$�����M�2���*�!$����"�����3�& ������N���* �� ������"��L������ ����O ������������M�2�� ���2� �L��$����"� ���5� ������ �����I���8������P" ��O ������������M�2�������

����������"��L���� $G ""������M�2��*�!$����"�����3�& �O��P��8 ���Q� ����"��L���%��R�

�0���� �0������ ������������������1���� 0������� ����2 �0���3�� �0�/ 0������ ��������0��/������������0�� ��4��������2 ��4������/ 5����� ���6 ������-�,7839�:;�<=�<:�<:>?@AB�:;�<=�<:�<@>?)A?6AB�:;�<=�<:�<:>?)A?�A��:���*������������+����� ���:-��3��� 0������ ����2 �0���7����������/������� 6��2 �0�������� ���C 0���*�����6��� �������������>����D �0��� ��4�����0�� ����������������������00��������������E����� ��4���� ��������6������0 �0����� �����������������������F����� ����4������������������ ���6����������6�� �0��� �0����� 5������������0�� �����G���������������� ����������6��� 6�������

��6����7������������6������ �0���������������������������������������������� �6������6 ��6 ����A�� �0��� 5����� ���6 �������-�,7839-�:;�<=�<:�<:>?)A?�AB��:;�<=�<:�<:>?@AB�,7839�:;�<=�<:�<:H)��@���*������������+����� ���@-��3��� �0�/������/���������������6���� �0���������������������

��6����/ �������6 �0�����/ �0���6 ��������6���������� �0���6 �0�/ �������D �6������� �0��������� 0������ ���������0��/������������0�� ���-��@@�I�*�,��J�)@K)?�A4�?6A4�L�?�AB�@@�I�*�,���J�):M)?6AB�@@�I�*�,��J�)@N<B�8����3����,���4�O����3�� ���4�1 ����)4�* 6�

�����@�����KB�8���3����,���4�O����3��

���4�1 ����P4��* 6� ����@B�8���3����,���4�O����3�� ���4�1 ����);B�,7839�:;�<=B�,7839��:;�<=�<:�<:�>�?@A��K���*������������+����� ���K-��3�� �����0�������0 ������/�����4� �0�����0 �0���������0�������� ��������������������2

�0������� ��������/�����2 0������ ���4�������������� ����/�����2 �����0����1������� ������������0�������� �6 ������0��������Q�

���� ���!"#$�%&�'(�'%�')*)#+,-.��!"#$�%&�'(�'%�')*)+�+,-.���!"#$��%&�'(�'%�'/0+%-.���!"#$�%&�'(�'%�'%0+/-��!"#$�%&�'(�'%�'%0+)-.���!"#$��%&�'(�'%�')0.��!"#$�%&�'(�'%�'%0+/-.�%&�'(�'%�')0+/-+1-.�%&�'(�'%�')0+%-+�-.��%&�'(�'%.�%&�'(�'/�'%#.�%&�'(�'%�'2#.�%&�'(�'%�'%0+/-+�-.���!"#$�%&�%3.��%&�'(�'%�')*)�+2-+ -.��!"#$�%&�'(�'%�')0+%-.��!"#$�%&�'(�'%�'%0+/-+�-.��,���4� ����������5�������������4���� ������������, ��6���������������������������� ���7��� ����8�� �1�����8�������� ������������8�������� ��������8� ����� ���!"#$�%&�'(�'%�'%0+/-+�-.��!"#$�%&�'(�'%�'%0+)-.���!"#$��%&�'(�'%�')0��&���4� ����������5�������������4���� ������������&�� ��6����������������������� ������������8�������� ��������8���� ���8���� ���19������ 1���������������������������������� ������� ���!"#$�%&�'(�'%�'/0+%-.��!"#$�%&�'(�'%�'%0+/-.��%&�'(�'%�'%0+)-.���!"#$�%&�'(�'%�')0��:���4� ����������5�������������4���� ���7������������� ��������������7��� �����6����������������������� ����������1������� ��������������������7��� ���� ���!"#$�%&�'(�'%�'%0+%-*�0+3-.��!"#$�%&�'(��'%�')0+%-+�-�=�+��-.��!"#$��%&�'(�'%�')0+/-+1-.�%&�'(�'%�')0+%-.��!"#$�%)�'%�'3�'3��(���4� ����������5�������������4���� ������������( ��6����������������������� 7�� ����������8�������� ���� ���!"#$�%&�'(�'%�'/0+/-� ���0+%-.���!"#$��%&�'(�'%�')0+/-+ -.��!"#$��%&�'(�'%�')0+%-+�-��2���4� ����������5�������������4���� ������������28�/'�>�?���� ������������,8�( ��@�������������� �9

�1����������<��������� ������������8������� ��������8���������.� ���������1������ ����1��� 1�� ������������1��

������A�

��.������/���0+�)���� +*����$�)1+$��2 ��)$.�%$���.�)(2 +3$)�&+�%�(��)�+1(����� (��4���$)�5�--�����$��$+��5 �$+)��&��2$�6���$.�#� �$)���#$.�%$���.�)(2 +3$)�&+�%�$ +�2�.�)�1+7 �($��+�.�)(2 +3$)� ���$+�)�4$�+ �$)�5��2����+� .8 ($������+$31- �$.�+$)�1+($)�% 1)$�.�)(2 +3$)�+$)1-���3������1+7�.��*����$9($))��&�5 �$+�:1 �.����$+&$+$�5��2�.$)�3� �$.�1)$)��&�3+�5�2�� ������&�&�)2;���2$+� :1 ��(�-�&$;�5�-.-�&$�� �.���2$+�.$)�3� �$.�1)$)�� �-�����%$$��3$�$+ -�5 �$+�:1 ��2 ��5 �$+)�����7$�,�--1�$.�7*�)17)� %�1��)��)1&&�(�$������7$�1�)�32�-*��+�(+$ ��1�) �������0�4���+��(-$;�<��-$�!;�#17���-$��� ��.�����������<2$�(��.�������)��$($)) +*����$�)1+$��2 ���5 �$+�:1 +$�%$��1�.$+�1��:1$�(�+(1%)� .4$+�$���.�)(2 +3$)� �.���2 ��.$)�3� �$.�1)$)��&�5 )$)��&�)�3��&�( %�1��)��&�)$.�%$����( :1 ��(�$�4�+��%$��)� �.��&�1�(2$(=$.�( -�$+��2$%���� ��1���2 7�� 7-$�)� 5)��2 1�2�+�?$��2�)��(��.��������(-1.$�71�� +$�����-�%��$.���������6�#� �;��7�;�A��.������6�#� ��@���B��7������6�#� �.$;��0�4���+��(-$;�<��-$��;�#17���-$)���A�!���.������� �.$;�0�4���+��(-$;�<��-$�/;�#17���-$�����.�������� �.$;�0�4���+��(-$;�<��-$�/;�#17���-$�����.������� �.$;�0�4���+��(-$;�<��-$�B;�#17���-$)��B� �.$;�0�4���+��(-$;�<��-$�/;�#17���-$�����.������� �.$;�0�4���+��(-$;��<��-$����� ��� ������������C����� ��� ������������0�� ��� �����������������7��� �$%$����&�'$($))��*�&�+�C$�$+ ��.�������;��;��;�!���<2$�(��.�������)��$($)) +*�����$�)1+$��2 ��5 �$+�:1 �.�.$)�3� �$.�1)$)� 5)�52�(2� 1�2�+�?$���2�)�(��.��������(-1.$�71�� +$������-�%��$.��������6�#� �;��7�;�A��.������6�#� ��@���B��7������6�#� �.$;�0�4���+��(-$;�<��-$��;�#17���-$)��� �.$;�0�4���+��(-$;�<��-$�B;��#17���-$)�B� �.$;�0�4���+��(-$;�<��-$�/;�#17���-$�����.������� �.$;�0�4����+��(-$;�<��-$����� ��� ������������C����� �$%$����&�'$($))��*�&�+�C$�$+ ��.����������<2$��(��.�������)��$($)) +�&*��2$��)(�,$��&��2�)�($+��&�( ��������$�)1+$�(�%,-� �($�5��2�5 �$+�:1 -��*�+$31- ����);�5��2�1���-�%����3�+$)�+�(����)��2+�132���2$+�+$:1�+$%$��)��� 5)�52�(2� 1�2�+�?$���2�)�(��.��������(-1.$�71�� +$�����-�%��$.���������6�#� �;��7�;�A��.������6�#� ��@���B��7������6�#� �.$;�0�4���+��(-$;�<��-$��;�#17���-$)��� �.$;�0�4���+��(-$;�<��-$�B;��#17���-$)�B� �.$;�0�4���+��(-$;�<��-$�/;�#17���-$�����.������� �.$;�0�4���D�

&%)��&��&$/�*�0 �1�0#����23#� &%�$#*�4��%���))#�*��&��%)3�����1#��� �)��$��1&,)��#%,�&�1�����23 ��$�%�)�#���$����&��%)3����1#��0#����23#� 5%#��,�3)�)�#���$# &%-��6�,��#��#%,�)�#����#0)��1#��#3�1&� 7����1 %��3,��43��#���%&��� ��,��&-�����8�"����9���!�:#;��:4;��<�:,;�����8�"����9���=�:4;�����8�"����9��� ����,�� �������"34� ����=��"34� ����>��"34� &%�>��-���1 )�%���))#�*��&�23#� '*��1���/�� �#4 �*�&'��1�����$)�#%,��&%, &%)�&'��1 &%��&�4��/�&���� .��&'���#�*�#%,�0#����23#� &%)��-���6�,��#��#%,�)�#����#0)�01 �1�#3�1&� 7����1 %��3,��43��#���%&��� ��,���&-����8�"����9���!�:#;��:4;��<�:,;�����8�"����9���=�:4;�����8�"����9��� ���!����6�����������=���6����>�����,�� �������"34� ����=��"34� ����>��"34� ������!��6# �3����&��&$/�*�0 �1��1�)���&%, &%)�$#*�)34?�����1������ %#��#%,A&���� �)�&��&�1����%'&���$�%��#�� %�#��&�,#%���0 �1�#//� �#4����#0�������B6B� �B�(�

CC��D�E-� �E

��-��E��F����3���*��E ����&���G#����#%,�"� &%����#�H %5�(3$4��-������������� 5�%�*�B%����)��(3$4��-��!��! ���''��� .��E#��-��(&.�$4��������������%��&)3��-� ��#/�����#/����C�#%�"1���)�,#��,�I3�*���������-� �G" �B%)/��� #%���C�&5�#$��J� 11/18/2022

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community, Esri, HERE, DeLorme, TomTom, MapmyIndia, © OpenStreetMap contributors, and the GIS user community

0 525 1,050 1,575 2,100 Feet

F

HER R ING BAY AND

R OCKHOLD CR EEK

ANNE AR UNDEL

COUNTY, MAR YLAND

CORPS OF ENGINEERS U.S. ARMY

BALTIMORE DISTRICT, BALTIMORE, MD

Sou nding s a re in feet Da tu m Pla ne is Loc a l M.L.L.W.

Existing Projec t: Th e projec t provides for a c h a nnel 7 feet deep a nd 60 feet wide from th e 7-foot c ontou r in Herring Ba y to th e vicinity of th e c ou nty wh a rf on R oc kh old Creek, with a tu rning b a sin of th e sa m e depth , 100 feet wide a nd 150 feet long a t th e h ea d of th e c h a nnel, a nd a stone b rea kwa ter a pproxim a tely 900 feet long on th e ea st side of th e entra nce c h a nnel. Th e projec t leng th is 7,300 feet.

R a ng e of Tide: 1.5 feet.

NAVD 88 (Adju stm ent to MLLW for th e ’83-’01 Tida l Epoc h = 0.77' a pproxim a tely.

Adju stm ent ob ta ined u sing

VDATUM.)

MAP 1

Deale

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b y

S u b m it t e d b

P lo t d a t e t s c a le s ig n f il e n o r a w in g c o d

C h ie f

N a v

B r a n c

F il e n a m e

Sheet 1 of

J A

H

A W

P

DIRECTOR, DEPT. OF NATURAL RESOURES

NO.

SHEETFILE & MAP

NO.

TITLE

INDEX OF DRAWINGS

MAINTENANCE DREDGING

SUBMITTED:

RECOMMENDED:

RECOMMENDED:

APPROVED:

PROJECT MANAGER

CHIEF, OPERATIONS DIVISION

CHIEF, NAVIGATION BRANCH

REQUIRED BY ER 1110-1-8152.

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

DESIGNATIONS OF INDIVIDUALS APPEAR

SIGNATURES AND REGISTRATION

CORPS OF ENGINEERS. THE INITIALS OR

BALTIMORE DISTRICT, U.S. ARMY

THIS PRODUCT WAS DESIGNED BY THE

CHIEF, NAVIGATION SECTION

RECOMMENDED:

V-101 number:

reference

Sheet

M A

R Y

L A

N D

M A

IN

T E

N A

N

E

R

E D

G

IN

G

C O

V

H

E E

T

U .S

A R

M Y

O

R

N

G

IN

E E

R S

B A

L T

IM

O

IS

T R

IC

T

M a r k

D e s c r ip t io n D a t e

A p p r

M a r k

D e s c r ip t io n

US Army Corps of Engineers

Baltimore District

A p p r

D a t e

A N

A

U N

D

L

U N

T Y

H E

R R

IN

G

B

C K

H O

E E

K

J U

L Y

'2

F

IL

E

P

M D

M D

A W

P

HERRING BAY & ROCKHOLD CREEK

HERRING BAY AND ROCKHOLD CREEK STATIONS 0+000 TO 1+500 FILE: 45 MAP: 22-007 2

COVER SHEET FILE: 45 MAP: 22-006 1

HERRING BAY AND ROCKHOLD CREEK STATIONS 1+600 TO 4+900 FILE: 45 MAP: 22-008 3

HERRING BAY AND ROCKHOLD CREEK STATIONS 5+000 TO 7+283 FILE: 45 MAP: 22-009 4

PLACEMENT SITE FILE: 45 MAP: 22-010 5

CONSTRUCTION NOTES AND DETAILS FILE: 45 MAP: 22-011 6

LOCATION MAP

NOT TO SCALE

S W

A M

P C I R

C L

E

R O

A D

C H

A L

K

FRANKLI

N

D E

A L

E

B E

A C

H

R O

A D

HIGHVIEW

LEI

TCH

ROAD

T O

W N

P O I N

T

R O

A D

GENOA

NUTWELL

ROAD

B L U E B E A R D

CHANNEL

HAWK

MARZOLF

C E

D A

R

P A

R K

E R

L O

C U S

T

BAYVIEW

S N

E E

D

P A

R K

E R S

3RD

AVE

1S T S

TFRAZIER AVE

CLARK

A V E

C H A R L E

SA

V E

M A

R S

H A L L

A V

EIR

V

IN

A V E

A V E

W E L C

H

O W

IN

G S

B E

A C

H

FORD

D R

U M

P O

IN

T

PHIPPS RD

DOYLE

V A

C A

T

IO

N

CABANA

KINGFISHER RD

R O C K H O L D

DEALE

C H

U R

C H

T O

N

P A

R K

E R

R O

C K

H O

L D

C R

E E

K

LEITCH

C A

R R

S

HEALTH

CENTER

L o n g M a r s h

T r o t t s

B r a n c h

OAKLAND

SUDLEY

CHURCHTON

WEST

RIVER

ESTATES

NUTWELL

TABERNACLE

DEALE

Town Point

WUTHERING

HEIGHTS

HERRING

BAY VIEW

HIGHVIEW

ON

THE BAY

NORTH

DEALE

MIMOSA

COVE

REST

HAVEN

SPY

GLASS

SUDLEY ROAD

SANITARY LANDFILL

DEALE

E.S.

D E

A L

E

BEAUVO

IR

H E

R R

I N

G

B A

Y

OWINGS

BEACH

MASONS

BEACH

SWAN

EN

L N

T r a c y s

G I B

S O

N

R O

A D

R O C K H

OL

D C

R E

E K

M A L L

A R

D

W H

IP

O O

R W

IL

L

R O

B I

NGULL

M I L

T O

N

A V

EJ

O

H N 'S

CIR

M

IL

T O

N A

VE

IN

SCORE

RIELLY

MAIN

ROAD

H E

R R

Y

R O

C K

H O

L D

C R

E E

K

T A

C A

R O

O L

D

S O

LO

M O

N S

IS

L

A N

D

H E

A T

H C

L I F

F

20751

K N

O P P

A V E

CREEK

ROAD

OFFER LN

L N

L N

L N

LESTER LN

RD

R D

J

RD

RD

R D

RD

RD

RD

RD

R D

R D

R D

R D

R D

DR

D R

D R

DR

DR

DR

D R

DR

D R

D R

DR

D R

C T

CT

CT

OAK ST

T R

A C

Y S

C R

E E

K

DEALE TRACYS

PARK

BLVD

MULL

BO

UNTYS

CT

Creek

Point

Long

Drum Point

F R

A N

K L

IN

F R

A

NKLI

N

R O

A D

G

IB

S O

N

S

B U C C A N E E R

C T

A L

E X

A N

D E

R

L N

MIMOSA

CHURCHTON

PARK

MASONS

B E

A C

H R

O A

D

M A T T H E

W S

R D

D E

A L

E

C H

U R

C H

T O

N

R O

A D

DEALE

ROAD

BAY

FRONT

ROAD

ROAD

S W

A M

P C

IR

C

A

D

C R E E

K

BAY

FRONT

YEL

L A

V

VIE

W

AF RM

LA

N E

G E

N O

A

R O

A D

SUDLEY

ROAD

N U

T W

E L

L

S U

D L

E Y

R O

A D

C T

F O R R E S T E R

R D

L E E -W

A Y

D R

L E E -W

A Y

V

E

T

E

CR.

Fm

DEALE

ROAD

OAR

LN

WHIT-

TINGTON

PARKERS CR. RD

TYLER PT. RD

R D

T Y

L E

R

COVE

RD

MASON AVE

D R

U

R D

MARZOFF RD

D E

A L

E

P L

PARK PL

SOUTH DR

D R

CENTRAL

DR

NORTH

MELBOURNE

AVE

LOCATION

PLACEMENT SITE

PROJECT LOCATION

ANNE ARUNDEL COUNTY, MARYLAND

6. PROJECT DEPTH: 7 FEET.

1. STATIONS ARE AT 1000' INTERVALS.

0 100 100 200FT 50

THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,

AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR

FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.

FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE

OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES

AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.

THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY

TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b u b m it t e d b t d a t t s c a s ig n f il e n a w in g c o d number:

reference

Sheet

C

D

2 3 4 5

Baltimore District

C h ie f

N a v

B r a n c h

V-102

N 399,000

N 400,000

N 399,500

N 400,500

N 401,000

N 401,500 N 401,500

N 401,000

N 400,500

N 400,000

N 399,500

N 399,000

SCALE IN FEET

M A T

C H L

IN

E

T

O

S

H E E T

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS MADE ON

THE DATES INDICATED AND CAN ONLY CONSIDERED AS INDICATING THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE

COORDINATE SYSTEM.

B

A

3. VERTICAL DATUM: M.L.L.W., FOR THE '83 TO '01 TIDAL EPOCH.

F

IL

E

P

J A

H

J U

L Y

'2

5. SOUNDINGS WERE OBTAINED USING A TRIMBLE GLOBAL POSITIONING SYSTEM AND AN

ODOM DEPTH SOUNDER WITH A 2OOKHZ TRANSDUCER.

F il e n a m e :M

D

M

D

VERTICAL DATUM

NAVD88 = 0.81

MLLW = 0.00 ft

61-08 7.77'

61-07 4.07'

61-09 4.35'

BENCHMARK MLLW

A W

P

A W

P

DEPTH 7.00 - 7.99 FEET

DEPTH 8.00 - 8.99 FEET

DEPTH => 9.00 FEET

LEGEND

DEPTH =< 6.99 FEET

H

ER

R

IN

G

ROCKHOLD CREEK

TIDAL BENCH MARK

CONTRACTOR NOTE

NOTES:

US Army Corps of Engineers

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a k

.S

A R

R

G

IN

E E

L T

IM

O

T R

IC

U N

D

U N

T Y

M A

R Y

L A

N D

H E

R R

C K

H O

E E

K

S T

A T

IO

N

Sheet 2 of

BA

Y

E

E

E

E

E

E

E

E

E

IN

T E

N A

N

E D

G

IN

G

8. SURVEYED 25 JULY 2022.

ACCORDING TO NOAA CO-OPS DISCRETE TIDAL ZONING MAP.

(https://noaa.maps.arcgis.com/home/item.html?id=21d7b399e6fa42e18a72ee30be9aa5c9)

10. TIDE WAS OBSERVED AT FORT MCHENRY NOAA AUTOGAUGE (8574680). TIDAL ZONING WAS

MHW = 1.16

MLW = 0.21

USING GEOID18.

BENCH MARK ELEV. IS 4.35' ABOVE MLLW FOR THE '83-'01 TIDAL EPOCH. ELEVATION COMPUTED

29.3' N OF NE CORNER OF 2 STORY HOUSE, 64.5'SW OF WILLOW TREE, 6.7' S OF BULKHEAD.

MARINA, MONUMENT IS IN GRASS AREA BY BULKHEAD 25.9' N OF NW CORNER OF 2STORY HOUSE, PT RD GO 0.3MI, TURN RIGHT TO STAY ON DRUM PT RD GO 0.2 MI, TURN INTO HANSELS

GO 3.8 MI, LEFT AT MD-256 E GO 2.2MI, RIGHT AT DEALE RD GO 0.3MI, RIGHT AT DRUM

MD-2 S/SOLOMONS ISLAND RD GO 11.5 MI, 3RD EXIT AT TRAFFIC CIRCLE TO STAY ON MD-2

FROM US-50 E/US-301 TAKE MD-665 E GO 1.4MI, RIGHT TOWARD MD-2 GO 0.3MI, RIGHT ONTO

BENCH MARK IS BENCH MARK 61-09. BENCH MARK IS A STANDARD DISK STAMPED "61-09 2011"

A21 1439927.90 400490.30

A20 1439138.40 401104.40

A19 1439058.25 401164.21

A18 1437424.00 402383.80

A17 1437265.40 403828.60

A16 1438046.30 405143.70

A15 1438086.20 405312.00

A14 1438029.70 406117.10

A13 1438006.20 406165.50

A12 1437995.80 406315.20

A11 1438095.50 406322.20

A10 1438106.00 406172.50

A9 1438089.60 406121.30

A8 1438153.80 405207.10

A7 1437373.20 403892.50

A6 1437337.10 403725.70

A5 1437471.30 402502.70

A4 1437550.50 402364.30

A3 1439094.15 401212.31

A2 1439174.30 401152.50

A1 1439987.70 400570.50

POINT EASTING NORTHING

DREDGE AREA COORDINATES

1 FOOT ALLOWABLE OVERDEPTH TO 10 FEET M.L.L.W.

AREA TO BE DREDGED TO 9 FEET M.L.L.W. WITH A

2 FOOT ALLOWABLE OVERDEPTH TO 9 FEET M.L.L.W.

AREA TO BE DREDGED TO 7 FEET M.L.L.W. WITH A

9. MAPPING COMPILED IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS FROM

AERIAL PHOTOGRAPHY.

7. CHANNEL WIDTH VARIES FROM 60 TO 100 FEET.

A1

A2

A3

J E

T T

Y

JETTY

DR

NORTH

C E

N T

R

CLUB

RD

A19

A21

A20

LEITCH

TOWN POINT

GBN #1

S T

A T I

O N

S T

A T I

O N

RNB #4

RDM #10

GDM #9

GCB #7

RNB #6

RBN #2

GCB #5

A1

A2

A3

A19

A21

A20

S T

A T I

O N

S T

A T I

O N

0 100 100 200FT 50

THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,

AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR

FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.

FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE

OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES

AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.

THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY

TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS

CONTRACTOR NOTE

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b u b m it t e d b t d a t t s c a s ig n f il e n a w in g c o d

Sheet

C

D

2 3 4 5

Baltimore District

C h ie f

N a v

B r a n c h

V-103

N 401,500

N 402,000

N 402,500

N 403,000

N 403,500

N 404,000 N 404,000

N 403,500

N 403,000

N 402,500

N 402,000

N 401,500

M A T

C H L

IN

E

T

O

S

H E E T

MATCHLINE TO SHEET 3

SCALE IN FEET

ROCKHOLD CREEK

IL

E

P

J U

L Y

'2

F il e n a m e :M

D

M

D

J A

H A

W P

A W

P

DEPTH 7.00 - 7.99 FEET

DEPTH 8.00 - 8.99 FEET

DEPTH => 9.00 FEET

LEGEND

DEPTH =< 6.99 FEET

E

E

E

E

E

E

A R

R

G

IN

E E

L T

IM

O

T R

U N

D

U N

T Y

M A

R Y

L A

N D

H E

R R

C K

H O

E E

K

S T

A T

IO

N a r k

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n of Engineers

US Army Corps

A p p r

D a t e

E

Sheet 3 of

M A

IN

T E

N A

N

E D

G

IN

G

2 FOOT ALLOWABLE OVERDEPTH TO 9 FEET M.L.L.W.

AREA TO BE DREDGED TO 7 FEET M.L.L.W. WITH A

A21 1439927.90 400490.30

A20 1439138.40 401104.40

A19 1439058.25 401164.21

A18 1437424.00 402383.80

A17 1437265.40 403828.60

A16 1438046.30 405143.70

A15 1438086.20 405312.00

A14 1438029.70 406117.10

A13 1438006.20 406165.50

A12 1437995.80 406315.20

A11 1438095.50 406322.20

A10 1438106.00 406172.50

A9 1438089.60 406121.30

A8 1438153.80 405207.10

A7 1437373.20 403892.50

A6 1437337.10 403725.70

A5 1437471.30 402502.70

A4 1437550.50 402364.30

A3 1439094.15 401212.31

A2 1439174.30 401152.50

A1 1439987.70 400570.50

POINT EASTING NORTHING

DREDGE AREA COORDINATES 6. PROJECT DEPTH: 7 FEET.

1. STATIONS ARE AT 1000' INTERVALS.

7. CHANNEL WIDTH IS 60 FEET.

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS MADE ON

THE DATES INDICATED AND CAN ONLY CONSIDERED AS INDICATING THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE

COORDINATE SYSTEM.

3. VERTICAL DATUM: M.L.L.W., FOR THE '83 TO '01 TIDAL EPOCH.

5. SOUNDINGS WERE OBTAINED USING A TRIMBLE GLOBAL POSITIONING SYSTEM AND AN

ODOM DEPTH SOUNDER WITH A 2OOKHZ TRANSDUCER.

NOTES:

8. SURVEYED 25 JULY 2022.

ACCORDING TO NOAA CO-OPS DISCRETE TIDAL ZONING MAP.

(https://noaa.maps.arcgis.com/home/item.html?id=21d7b399e6fa42e18a72ee30be9aa5c9)

10. TIDE WAS OBSERVED AT FORT MCHENRY NOAA AUTOGAUGE (8574680). TIDAL ZONING WAS

9. MAPPING COMPILED IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS FROM

AERIAL PHOTOGRAPHY.

A4

A5

A2

A3

J E

T T

Y

JETTY

CLARK

A V E

C H

A R L E S

A V E

M A

R S

H A L L

A V E

M E L B

O U R

E

FORD RD

DRUM POINT

A6

A7

A17

A18

B E

A

A D

P O I

N T

A V

E

P O I

N T

R D

TOWN POINT

I R

V I

NA

V E

A V

E

W E

L C

H O

W I

N G S

D R

U M

K N

O P P

MANN

MARSHALL

RD

ST

GBN #13

RBN #12

S T

A T I

O N

S T

A T I

O N

S T

A T I

O N

STATION 4+000

STATION 5+000

RNB #4

RDM #10

GDM #9

GCB #7

RNB #6

RBN #2

JUNCTION BUOY

GDM #15

A4

A5

A6

A7

A17

A18

46.

4 7

0 100 100 200FT 50

THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,

AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR

FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.

FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE

OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES

AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.

THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY

TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS

CONTRACTOR NOTE

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b u b m it t e d b t d a t t s c a s ig n f il e n a w in g c o d

Sheet

C

D

2 3 4 5

Baltimore District

C h ie f

N a v

B r a n c h

V-104

ATCHLINE TO

SHEET 3

SCALE IN FEET

B

A

F

IL

E

P

S T

A T

IO

N

ROCKHOLD CREEK CHANNEL COORDINATES

LEFT SIDE CENTERLINE

1438095.50 406322.20

1438106.00 406172.50

1438089.60 406121.30

1438153.80 405207.10

1437373.20 403892.50

1437337.10 403725.70

1437471.30 402502.70

1437550.50 402364.30

1439174.30 401152.50

1439987.70 400570.50

EASTING NORTHING

7+283.02 1438045.60 406318.70

6+175.90 1438123.20 405214.30

4+556.52 1437296.40 403821.90

3+126.09 1437452.40 402400.00

0+000.00 1439957.80 400530.40

STATION EASTING NORTHING

1437995.80 406315.20

1438006.20 406165.50

1438029.70 406117.10

1438086.20 405312.00

1438046.30 405143.70

1437265.40 403828.60

1437424.00 402383.80

1439138.40 401104.40

1439927.90 400490.30

EASTING NORTHING

N 406,500

N 406,000

N 405,500

N 405,000

N 404,500

N 404,000

N 404,500

N 405,000

N 405,500

N 406,000

N 406,500

J U

L Y

'2

F il e n a m e :M

D

M

D

J A

H A

W P

A W

P

DEPTH 7.00 - 7.99 FEET

DEPTH 8.00 - 8.99 FEET

DEPTH => 9.00 FEET

DEPTH =< 6.99 FEET

LEGEND

US Army Corps of Engineers

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a k

L T

IM

O

T R

A R

R

G

IN

E E

U N

D

U N

T Y

M A

R Y

L A

N D

H E

R R

C K

H O

E E

K

E

,4

,0

E

,4

,5

E

,4

,0

,4

,5

,4

,0

,4

,5

,4

,0

E

,4

,5

E

,4

,5

E

,4

,0

E

,4

,5

E

,4

,0

E

,4

,5

E

,4

,0

N 404,000

E

,4

,5

E

,4

,0

Sheet 4 of

M A

IN

T E

N A

N

E D

G

IN

G

R O C K H O L D

C R E E

K 2 FOOT ALLOWABLE OVERDEPTH TO 9 FEET M.L.L.W.

AREA TO BE DREDGED TO 7 FEET M.L.L.W. WITH A

A21 1439927.90 400490.30

A20 1439138.40 401104.40

A19 1439058.25 401164.21

A18 1437424.00 402383.80

A17 1437265.40 403828.60

A16 1438046.30 405143.70

A15 1438086.20 405312.00

A14 1438029.70 406117.10

A13 1438006.20 406165.50

A12 1437995.80 406315.20

A11 1438095.50 406322.20

A10 1438106.00 406172.50

A9 1438089.60 406121.30

A8 1438153.80 405207.10

A7 1437373.20 403892.50

A6 1437337.10 403725.70

A5 1437471.30 402502.70

A4 1437550.50 402364.30

A3 1439094.15 401212.31

A2 1439174.30 401152.50

A1 1439987.70 400570.50

POINT EASTING NORTHING

DREDGE AREA COORDINATES

6. PROJECT DEPTH: 7 FEET.

1. STATIONS ARE AT 1000' INTERVALS.

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS MADE ON

THE DATES INDICATED AND CAN ONLY CONSIDERED AS INDICATING THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE

COORDINATE SYSTEM.

3. VERTICAL DATUM: M.L.L.W., FOR THE '83 TO '01 TIDAL EPOCH.

5. SOUNDINGS WERE OBTAINED USING A TRIMBLE GLOBAL POSITIONING SYSTEM AND AN

ODOM DEPTH SOUNDER WITH A 2OOKHZ TRANSDUCER.

NOTES:

8. SURVEYED 25 JULY 2022.

ACCORDING TO NOAA CO-OPS DISCRETE TIDAL ZONING MAP.

(https://noaa.maps.arcgis.com/home/item.html?id=21d7b399e6fa42e18a72ee30be9aa5c9)

10. TIDE WAS OBSERVED AT FORT MCHENRY NOAA AUTOGAUGE (8574680). TIDAL ZONING WAS

9. MAPPING COMPILED IN ACCORDANCE WITH NATIONAL MAP ACCURACY STANDARDS FROM

AERIAL PHOTOGRAPHY.

7. CHANNEL WIDTH VARIES FROM 60 TO 100 FEET.

A9

A12

A13

A14

A15

A16

L N

FORD

PHIPPS RD

PARK PL

D E

A L

E

RD

P L

V A

C A

T I

O N

R D

H E

R R I

Y

DEALE

A7

A8

A10

A11

A17

DEALE

E.S.

B E

A

A D

D R

P O I

N T

DEALE

RD

RD

R D

DEALE

R O

A D

MASONS BEACH ROAD

WHITTINGTON

MANN

MARSHALL

DOYLE

RD

ST

PLACE

R O C K H O L D

C R E E K

STATION 5+000

STATION 6+000

STATION 7+000

STATION 7+283

A9

A13

A14

A15

A16

A8

A10

9.3

9.5

10.1 10.7

10.7

10.8

11.0

11.3

11.4

11.6

11.7

11.7

11.7

11.8

11.8

11.8

11.8

11.8

11.8

11.9

11.9

11.9

12.0

12.0

12.0

12.1

12.1

12.2

12.4

12.4

12.5

12.5

12.5

12.5

12.6

12.6

12.6

12.6

12.7

12.8

12.8

12.8

12.8

12.9

13.0

13.0

13.0

13.1

13.1

13.1

13.3

13.3

13.4

13.4

13.4

13.4

13.4

13.5

13.6

13.6

13.7

13.7

13.8

13.9

14.0

14.2

14.2

14.3

14.3

14.3

14.4

14.5

14.5

14.6

14.7

14.7

14.8

14.8

14.9

15.1

15.1

15.1

15.2

15.2

15.2

15.2

15.2

15.3

15.4

15.4 15.4

15.5

15.5

15.5

15.6

15.6

15.6

15.6

15.7

15.7

15.7

15.7

15.7

15.7

15.8

15.8

15.8

15.9

15.9

15.9

16.0

16.0

16.0

16.1

16.1

16.1

16.1

16.2

16.3

16.3

16.3

16.3

16.3

16.4

16.5

16.5

16.5

16.7

16.9

16.9

17.0

17.2

17.2

17.4

17.4

17.5

17.5

17.5

17.5

17.6

17.6

17.7

17.7

17.7

17.7

17.9

17.9

18.0

18.0

18.2

18.2

18.4

18.4

18.4

18.4

18.5

18.6

18.8

18.8

18.8

18.9

19.0

19.0

19.0

19.0

19.2

19.7

19.7

19.9

20.0

20.4

20.4

20.4

20.4

20.6

20.7

20.8

20.9

21.0

21.0

21.0

21.0

21.1

21.1

21.1

21.2

21.2

21.3

21.3

21.4

21.4

21.5

21.5

21.5

21.6

21.6

21.6

21.6

21.6

21.6

21.6

21.7

21.7

21.7

21.8

21.8

21.8

21.8

21.9

22.0

22.0

22.0

22.1

22.1

22.2

22.3

22.3

22.5

22.6

22.7

22.7

22.8

22.8

22.9

23.0

23.0

23.1

23.3

23.3

23.3

23.4

23.5

23.6

23.7

23.7

23.8

23.8

23.8

24.0

24.1

24.2

24.2

24.2

24.4

24.4

24.6

24.7

24.7

24.8

24.8

25.1

25.4

25.5

25.6

25.7

25.8

26.0

26.2

26.4

26.8

27.1

27.2 27.4

27.4

27.4

27.6

27.7

27.8

27.9

28.0

28.0

28.0

28.1

28.2

28.2

28.5

28.7

28.8

28.9

29.0

29.2

29.3

29.4

GATE

GATE

GRAVEL

PIPE INVERT = 16.81'

WIER BOX

TYPE B MANHOLE

OUTFLOW PIPE

PIPELINE RIGHT OF WAY

PIPELINE RIGHT OF WAY

PIPELINE RIGHT OF WAY

29.7

30.1

30.1

30.1

30.5

31.2

31.5

31.6

32.2

33.2

33.3

33.7

35.0

35.5

37.2

37.8

38.7

39.2

39.7

41.0

41.8 41.9

43.7

48.5

THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,

AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR

FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.

FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE

OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES

AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.

THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY

TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS

CONTRACTOR NOTE

THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,

AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR

FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.

FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE

OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES

AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.

THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY

TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS

CONTRACTOR NOTE

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b u b m it t e d b t d a t s ig n f il e n ie f

N a v

B r a n c n b y

D r a w in g c o d t s c a

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING

THE GENERAL CONDITIONS EXISTING AT THAT TIME.

A

B

C

2 3 5

US Army Corps of Engineers

Baltimore District

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

U .S

A R

R

G

IN

E E

R S

B A

L T

IM

O

T R

IC

T M

A R

Y L

A N

D number:

reference

Sheet

P L

A C

E M

E

IT

E

J A

H A

W P

A W

P

2. VERTICAL DATUM: NAVD88

NOTE:

1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS

3. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE

N

SCALE IN FEET

IN

T E

N A

N

E D

G

IN

G

V-105 Sheet 5 of

A N

U N

D

U N

T Y

H E

R R

C K

H O

E E

K

J U

L Y

F I

L E

F il e n a m e :M

D

M

D

50 50 100 FEET

(1900) COORDINATE SYSTEM.

5. TOPOGRAPHIC DATA SURVEYED 26, 27, & 29 JULY 2022.

4. TOPOGRAPHIC DATA COLLECTED USING A TRIMBLE R-10 AND TRIMBLE SX-12.

N 416,750

N 416,500

N 417,000

N 417,250

N 417,500

N 417,750

N 417,000

N 417,250

N 417,500

N 417,750

N 416,750

N 416,500

E

,4

,5

E

,4

,2

E

,4

,7

E

,4

,0

E

,4

,2

E

,4

,5

E

,4

,7

E

,4

,0

E

,4

,2

E

,4

,2

E

,4

,5

E

,4

,7

E

,4

,0

E

,4

,2

E

,4

,5

E

,4

,7

E

,4

,0

E

,4

,2

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

FENCE

CENTERLINE OF DIKE

HUC#: 021310050980

76° 33' 42.77" W

38° 49' 1.02" N

WEST CHESAPEAKE BAY WATERSHED

WEST RIVER, MD 20778

5459-5635 SUDLEY ROAD

HERRING BAY & ROCKHOLD CREEK PLACEMENT SITE

SPOT ELEVATION

PIPELINE RIGHT OF WAY

20.4

File details come from the government source that posted it. Updated .