The URL can be used to link to this page

Home My WebLink AboutEMC PROVIDING PROFESSIONAL SERVICES FOR ROCKY CREEK BASIN & FLOOD HAZARD MITIGATION PROJECT . _ _. .., �._-' G ` E�. . O . R G, I. : A CONSULTANT SERVICES AGREEMENT ROCKY CREEK DRAINAGE BASIN - ROCI�►Y CREEK FLOOD HAZARD MITIGATION AND IMPROVEMENTS PRO ECT NUMBER: XXX-XXX-��;��X J Abie L. Ladson, P.E., CPESC, Director Engineering Department r - e , ��_ _ �.� �..Y- _..,c�� (:; l** t? I� t�� 1 A CONSULTANT SERVICES AGREEMENT ROCKY CREEK DRAINAGE BASIN - ROCKY CREEK FLOOD HAZARD MITIGATION AND IMPROVEMENTS PROJECT NUMBER: XXX-XXX-XXXX TABLE OF CONTENTS Requestfor Qualifications ................................................................................................... Project Understanding ......................................................................................................... Scopeof Services/Proposals ............................................................................................... Fee Proposal ......................................................................................................................... Project Schedule ................................................................................................................... Agreement... ... ... ... ... ... ... ... ... ... ...... ...... ... ... ... ... ... ...... ... ...... ... ... ... ... ...... ... ... ... ..... ...... ... ...... ... ... GeneralConditions .............................................................................................................. Appendixes ➢ Appendix A - Standard Specifications ............................................................... ➢ Appendix B - Survey Specifications ..................................................................... Contractor's Documents ...................................................................................................... ➢ Attachment B ......................................................................................................... ■ Statement of Non-discrimination .............................................................. ■ Conflict Of Interest .................................................................................... ■ Non-Collusion Affidavit of Bidder /Offeror ............................................. ■ Contractor Affidavit and Agreement ......................................................... ➢ Acknowledgement of Addenda ............................................................................ ➢ Subcontractor Affidavit ........................................................................................ ➢ Non-Collusion Affidavit of Subcontractors ......................................................... ➢ Good Faith Efforts (Subcontractor & Supplier Contact Form) ........................ ➢ LSB Subcontractor/Supplier Utilization Plan ................................................... Attachment C ➢ Firm's Experience & Qualifications :�� ..�,_� U (1 A 4 1 A � CITY OF AUGUSTA, GE4RGIA OFFICE UF THE PROCUREMENT DIRECTOR 530 GREENE STREET SUITE 605 AUGUSTA, GEORGIA 30901 (706}821-2422 www.augusta,.ga.QOv DATE: November 15, 2010 RFQ NO. � 10-199 SUBJECT: Request fot Qua{ifi�tion to submft on the follovving services. NAME OF RFQ: Rocky Crw�k Dralna� B�in 8 Flood Hffiard Mitig�ion This letter extends to your Firm an invitation to submit quakifications to supply the City of Augusta with equipmeM, supplies, and/br services as indicated above. Se�ed qu�ifications for ti� abave witl be received at the Office of the City ProcuremeM Directur, 53t1 Greene Street — Sune 605, the Municipal Building, Augusta, Georgia, up to 3:00 P.M., W�tlnosday, December 29, 2010 at which time, qualif'�atians wiN I�s opene,d and publidy read. The Board af Camm�sion reserve� the right to reject any and ait bids/RF(1s and to waive forma{itie�. Instructions for preparation and submission af qualif'�catio�s a�e contsined in the attached packet. Please note that specHic fc�ms for submission of qualiffcations are required. �ualifications must t� typed or printed in ink. If you do not submit, retum signed RFQ invitation sheet and state re�son. Also, pla�a cl�ly mark the outsfde of yo�r s�nvelope a� "No Rsspans�." Any chan�s to the c�nditions and specifications must be i� the form of a written addendum to be valid; therefar�e, the City wili issus a written addendum to document all approved dian�s. My RFQ submitt�i which does nat ackrtowlodg� ths r�ipt of an addendum will not bs cansldered. The City of Augusta seeks to ensure that all segments of the business c�mmunity have acx�ss to suppl�� the goada and services naed�i by City programs. Doing business with Augus#a has �e easier! The new ARCBid link, which is Iccated on the Procurement Departmeni's webs+te at wv�nnr.aus�ust�a.aov, enables you to view cuR�ertt and past public bid ir�formation oniine. Should you have any questions canceming the bid dacument�, or � additional information, you may cont� a membe� of the Bid and Contract 7eam directly � 706 821-2422. A►�equest fo� bid documer►ts must b� f�ax�d to 7� 821-2811. A Psoposa{ fram ycxrr Firm wil{ be appreciated. Sincerely yours, y� Geri A. Sams . Procurement Director RFQ 10-199 Rodcy Creek Drainage Basin & Flood Hazard MltlgaGo� �� _ � $ -- � � � � � �' � � � '�`�� '� �� c� . �_:-� � � � � � y� � y : � � "�'t � �' ` '"�'� `� �� tt � ,�� "�'�� . � . � s � �� +'� � ^� � �:�„�'t � �� x� � �� ,�� .� ��' � 1 ��'�`� , � �a .z t Y � � � � �,�,� �,�, �'�' �� '� ,� r � } � � � �� > �`� � �� — s � � � � �, �� '�.��„ . � � � aa.t� >� — e � �, �: r '� F , �t,,. � `S r , Y: a �"1� �.. * * `�s�:, � . "�� * f"c'x��'ry¢� �� t,�� o� w� �� e�� s �� p �"�` — � £ '�t � ��.} *. s z �? ��, ,d 1� '��s7 �&�' �w � � ,,'�5r x � i �' ; L� n�s,a � p § 3 � ` � � z�e, r� ° 1 � �s4r-'�e S �*,a� ;. �� ., 4 - .�'Y�sk ,t � �.s �� ` '�.' ,t1��SM.- J L �� ,��'��' d3 x �" 'A`- �i ��' �r" , �Z f �4� �' V � ��..��s 'h � `r' ! 'S �: � ��"�� i�� ``> � �„ �� r�� A `� .�i"e 'r� � �:}� �` - - ^ .� ','��'�; ' � � .`�' ', q � '�� w+F �. � �i Z'a��Y �'�a � 9� �' � `� � �f . � -<4a � ,,� 5 f� � f ' �'�"��`.�5 � . g '� S �, , a � - .�' � v , �: £ � �` „ � .. � z i d a ''� 8�l.�" `�.�v� � "�*� �. : �' � ';�. ' m s � i. � �"� . "�+h � ��' t§, .. r 3� ?�i� a�'' �p�� z �. � .r� '�ys I.�m �.z s,p � i1 „� � '�'" � k r: � ��, ; � `+ i �Q��n.� �,�'' X �� 3 k �K�� k.'�'" �� `l A� �� 7t � � � r�F�'XC�� 4'�'S' � � � � �� f � �� f C � s � .: f�� ,•�'� �� ' �' ', • Ld� % ; � �`°� � � ��! c� -� ✓ � + � „ 7 � � !� �;� ,u� � i � � � �'� g� ,� '�y`�`� �' � '�� 5 i �� .P ' �� ," T � E d } � ,, '� r �` .,�, L��'�� ' � �s.,, � �`, � �"+',�� s �� ,, � 4 `� " °'�#, � � 4 b �'� a�f 3 ��* ' _ .,rr - i �. e t- . � ��•Y s ��. � � � � � R t x { `Y � � � � � J � f _ �`� � F .�;N� � .k�� s.tt�, a � �' � t.�,� F s�n ��= '' �'�>a��;:s' ,�.� ,xa '°.`"" � ;� " � �� :� '� �y��' �� ,"`� ' `�« � �� `<'��,�-,� �`�" ' � � �°� �� ) �� 4 � f � � � .. � �� .�, �``� v � ��" �'n � �y �t� ^ �� r�,��r � '�. � ��,� ��"� �t�� e� #t:' � �` �,�'` . �x � . . �&'S�i�` �'�� g �, � . x{3 0- -� 3�'�, � � � `' a� � � �� ` ��i� ��` � s, , €��. � — x � � � �'�` .� � � �� ` �� ` . �.. §�� ,� � .��i � � � �`� � a �. c�� ,� � � �� g � �� k�th�'��,''�r,�` Y B� ; ,��>rF �,� ��, ; F x �!�`�'. — �' �, a'''`�� ' �� ` a �� +, -�* �a ��' r�a.,s't `� � ^A .� � Y*�;s �� ca��'�� ."� � ' �' �� # * . � w�r� �� M�,�<K'��'� ��§ � :<$ �,�.,.. � ? ��',� -.�` - c a � � . .:.� � s 's � �-f �` " } i �� y r �" �' , � ., `� � � � �� ;, � � ��° � � �'3�.� 3� .+� � � _ � # `�"q+5 'y� "r x � '�`, �.-� .5 � � � ' � , �'' �.`tx(� �*.c"k v! °'�� : �, � �� X' } �. x '� �' "5 s` � k P ' ��&t ,.'� � r z � � wn �" � k _ �n`�� _�� '� a� � �� (� � � — � . �*:A"�'Y'A, } � � �� ,�.� ��f � � YG � � S ,..-. ��' . � M1 K , y � �•.. Y � � `S ��fi �t'�` � .. 121'�;` �'� W` _ �5j��{ .A 'ti�^ `M4�� '� � ,rL, �'� � _� v.� ,��.. �* $" �'�� +� j � � � �+.. � P., — '�" � �� '�� ,� z ��,a � �� F;�� - � �� k _ �� .. � � }'�' s �� a �� t - r� � ��' t a � � �� 'i.� �'�"� �" fr o�- # ''`�� z��'�� t � E?� �¢ � '^�� ,� � � €�",.., � . � 4 � � � � � ,�. .�� ` �� { n '� � � �,' ��.€ `� �.r,, ��, ��s;�� + �r� x �' �" # � � "� ��' � � �+� • `� r"w � � � �� -_ ,� � � � ��;�� e x � � � ��, �- . > � �"�� '� � �'� � � �� :�- {+ �"� � � .�: ,�� . �,'�� ,� � '� ' '4 >- j �Ci: m� � a �w �� .� {� � � � � � �� ``�' ��, ,a" �v� 3 t�� . �� ., $ v'�` ��i � . . �� , �. _ :, a So �`'� � � �i '�- f f � �n a �'� ,3.`G�.� h s Nc � .�G� '� _ �i� s; .r �1�� .�',4� : ,� ' "�;�.�,��i.. `"�''°' ' �' � a. r- :, ��`� `� P�'� a � �°� �' i� t tr � � ' r� � - �.� �� as . ,e�*fs �o � � � ��`�, ''� � �' . �� a'� � �',�-:�` t �,'� �'�� 9�� :�. �" �. .,�t �� .. ti �`��•�'y� - `t �' � ��t � 4,� ,. .;� ��• y �'�'��,�� '�� `�� ° -�� . � � ;� "�� V t�r � Y �: � -��s � �� ,�`�'� � t �"�,'t��r � rc � �eu' r� , r� �� .. � �� " �� +�� "�,� � �'" � . � � � � �� °�� ,�� "; � � . � � s�� i � i� ruT� .si� a. r't �� ,�, �� -'ra�� '� � ;� "��'�;� � fi .�� , f �� , � z � �'� ` �E �`2 �,�. '"n e h�-��,t� � ��'«i^� a� . �?� � � _ � �` �-,.,'�� L y . �S .� �"s� . � �� 'a� �4 � �, ,�, �� , ;�' - � � ��,"�` � { � . � � � � � � �� -�' ` �'' `� �� "� � °�,�� — , g� ,�S ��"�'��,�� '� .� < ��'� ^2 �� ' q � �� .u� � �.�tu� '� . � ' w � �+ � ��.� �� 3 �..� � < � : "`�� xs`�r i �� - �s+ �� °',�z � � r . .� �� `* � � � � �� `s ,��,' � g �''r�� Eu�i'�,. . '' . ��.: �;:`� u'� �"� � �'& �t . � �� '� �` ?:" '�, ��y, j g} #�j.' � ' � � ��. �� . k � �� .. .. r�m� — �'g'`?:.r zt .. l�a��.' �' .,�k : �; REQUEST FOR QUALIFICATIONS Request for Q�alifications will be �ived at this office until W�ne�iay, December 29, 2010 @ 3:00 p.m. FOR FURNISHING: RFQ ITEM #10-1� Racky Croek Drsina}�e Baain $ Flood Mazard Mitigation and Improvemer�ts fo�r Enginee�fng Dspartnient RFQs �nrili be receiv� by: The Augusta Commissian hereinafter refetted to as tMe OWNER at the c�ff� of: Geri A. Sams, Director Augusta Procurement Department 530 Greene Street - Room 605 Augusta, Georgia 30901 RFQ documents may be exarnined at the ofFice of the Augus4a, GA Procurement Department, 530 Greene Street — Room 605, Augusta, GA 30901. A Mandatory Pre-Qualt�cation Corfference wi{I be h�ki on Friday, Deoember 10, 2010 � 10:00 a.m. In the Procure�nant D+epartm�t — Roottt 605. A msndatary site visit witl foi�r. All qwstfons must b� submitted in writing to the o�iice af the I'rocurement Depastment by Tuesday, l�camber 14, �OtO � 5:00 p.m. by fax at 706-821-2811 or by mail. No RFQ will be ac.cepted by fax, att must be received by maik or hand delivered. The locs{ bidder prs�t'ersnce prograen is applicable to thfa project. To be approved as a locaf biddsr and rec�fve bld pref�ce on an �igible local project, the certificaticn s�temeM as a local bidder and ail supportiny dc�:um�nts must be submitted to the Procuransnt Department witfi your bcfna�ids bid packsge. No RFo may be withdrawn far a�rrod of � days after time has been called on the date ot opening. An irnitation for bids shall be issued by the Procurernent Office and shalt indude specificatians prepared in accordance with Artide 4(Product S�cfications}� and all contractual terms ar�d cond�tians, a�licabte to the procurement. AN sp�i�� requirements corttair�d in the invitaticron to bid incEuding, twt r�t limit�l to, the number of c�pies n�eded, d�e timirx� of the submission, the required finar�ial data, and any other requirem�ts c�signat�xi by the Procurement Deparirnent are considered material r.onditions of the bid which are nat waiveable or mod'rf'iable by the Procurement D'+rec:tor. Please mark RFQ numbef on the outside of the envelope. Bidd�s ars cautioned that sequ�tration of RFQ documents through any source other than the offic� of the Procurement Department is not advisable. A�uisition af RF� documents from unauthorizaci sour�es ptaaes the bidder at the risk of receivirtg ir�complete or inaccurate iriformation upon which to base his c�alifications. Disadvantage Busin�s Entarprise (DBE) Augusts-Rlchmond Caunty, Groorgia does nat op�e s DBE, MBE ar WBE Program fc►r Augusta funded proJects, as a Fedsral Court has entered an Order enjoirting the R�aae-Bass�l porNon of Augt�'s DBE Program. Instiead Augusta opsirates a Local Small Busin�ss Oppartunity Pro�ram. H�re�rer, far var4ous projects utiifzing the expenditure of Stats ar Fed�r� funds, Augusta anfon�s DBE requiromsnts and/or DBE goats set by the Fsderal and/ar Stat9 Ag�nt��a in acxordanca with 8tats artd Federal la�ws. GERI A. SAMS, Procurement Director Publish; Augusta Chronide November 18, 25, December 2, 9, 2010 Metro Courier November 24, 2009 • cc: Tameka Allen Interlm Deputy Administrator Abie Ladson Engineering Departmen! Hameeci Malik Engineering Department RFQ 10-199 RoGcy Creek D�nage Basin & Flood Hazerd Mitigetion �� ' �'"�"�'''� , � �a �,� � ��t�� ' � � � �� x � r s� ��. t e�.s a�. 2A "�� x � ��1Y� �`��as � '� � �r,� � �4�e'� �� _ d � �'��'*`� � �� s�� ,. � �� Y t � �� p �� '�.� � �� ` es'�'�..}� ^�':' } =�' „ • � �S ,� � , t �, �a,� b.f�,.c��;" � � ' ,� � � � '��- , � �� . '� +�`�:, � - �� z �� ,� � ��x ��"�� _ .. � �� A� � } ` d � � -�. • '!" � � K � °P'F, ; � , �"u3 7 �� _ "`" �' ; � 4 ,,,Z �`* .�s � �� k + ,� � ` �"�, �� ry �'�S a �.�,� �, '. � � � . a i �'� i' � � ' � � . � � �5h'«� Aav� � `HS � LS`A..��'�* 1` } � �' .� �C.d . � , �� i�i r �`a � r'�' a „ z,�r� ` � ��. � q�, ` !+ t �# .� . }'�t �,�1, �n �� x 1 �' .�`� �. � -f' e„a�' ." a - x< "� ` � � 4, 't` � �� s}� �`` . .. �'� a ,} ;� � �N�' 3�''� � '�� r+'� � "u�sj r � 4 � � �� k X^ � � -� �'� � '� � � t �`�� "` � -r�'. �' k � ,�� <�"s M� : 3 �� de�� ^.��' ,• �"t ��. i � „ r k �r'�` � �� ':t m� ; ��. °° � � � � � xi ;� � � � ` 5, z '� „� ��`s '�, , �^ x �' � �.s� q �° 5 �k4^d �: � �. rol �. F � �� G� k*. ' - _ #3�� ,. � � g3 ,�, 3�y «&��. ' } � a* ' * �%� ; ..�,�� "Sa. � � � ;�� . �. .a s "'� � a . 6 ��,�„� � '�� r a �, � � � 3 '� � � p '� � � ��'s�� ' � �� f ,� � '.,� � "�}��e,.�k �°, j , cF.�'s �u . 4 • v' za'. ,� �f�� , �_ .�,� � `�� J �k s' x'��' ��"'' � ' y � 'S�` � 4 — k � �� 3 �� _J ��:�� ' T � �, � �� _ A'*��:. 2` g �'r � �" �+i� � g � �' � F � 4 ' 1`� �a � f �� +`�' e �� 'z', ��'� � . ��. - y,'," - �� , a ��.� �,� � — S � a ^�d�'+'��'� � : ,� � z � ,� . �� ^c ��,�,�,+'"�� . `S�� '�i f r � ��€= � � Y ,� ' 3� r , _ �Y ��'� St� _ �3�"* '� s' ,*� & e� dc � +" '� '� - �� - � 4 � � � � � }-F`�� P"� ��1 � . � � -� � ; ,?('# Y � N�� x � � 3 � t^ x. �` �p � �'r �t �' �::� � � �'� � J ' a� � � � s � �-,� . ;� � ��' � � ��. � .° � � €^ s� ° y � .4y � �:�,�� , �� . . � :, .�. i� �s �. � ': d9� �' �.�6 hf di. $� ;-'�'�' .�'si <3� � � `,� `k '�� n � 3 }. � � ��,}�,�. �f.�"i � ,��"� �., F';y � . .. �.,g, .. f .:. — � � _J e� .4yva� fi � f �` �, r4 :"' �� . ty� ?�� d'� �F . k ai,� i' =� . � �� 4 a �, a� '. � x � � � , �.. '��L �� '�{'�'�� * '' .«�� „ — �S °�� r� �A"*��.� � � �' � �"�,� � " �`,�:��-� k'..a,.�� .. � ��a ��Fs,�'"' .� � � h � Sr �yy��yy � ��? l �*' � � „� � �r, " �.. t�.`�g, � '�!�'. # ..i � ' :.. . 9 � � 'g.3` ,3FS'�, �. ^iY�s t 'a. ' � _ y8, 9j +Y.� �, � �� Y�� +� ,� „�,� � �� ,� � i �#;t tl � @�' � '��{ �l` � � - r� 'J �` • ��.�� fi �.,/t �'��sC' "'g � 1 . g : : �, . ss � ,y k — �` �'� `�a$� .. .�a . �.. � �s�` . - ��^�,� d �'4' t t +F �S^Mx'Aky 4 � S"T ? u ` 7� k '�� t'` '#y.+t � 3' '� � . -��a'�� ' 3� i 4 '� v `�6 .. �.�w`rt Y , t . � — _ �. 4yl� � � w �� $ i �` � � � ., ,� ��.. � : c� N '� �:, '� � ,� F �, � s� ,.�' �2`S- a .�,�-;� � t � � 3 "' � �, �, a'= ` 4 � � x�+ '� �� . � �� rt �, .� c n ¢� "�.,� a .� ,y� � �. � .�. �f ;, - 4 �` - k ¥J�r,�: � a� 4�� . . ' x �, ,d � +�n ' , $?��,� y�,� � i�, �4� �` ��Z�� S ��_ r' i�� , , 3 a' '° Y '8 � : 2a '+� :, � s � _ x R , d� ;y � 3 �` Fk �:: A� y :��.� � • - 4 �`h b g ��; , '�f `� F 4� $ 7 a3"� . '�n � t — ''#" � ��Y „� � � `�� is�. ''��„ . � � � �� 4� k � Y � " �ie�' a � a t�t .R, �' .a _ 4 4 s�r��' ' 4 'q .J .. «" "� YT � � & _ 3�`Zc�� ,� �'k � �'$ � � R tY .� �' 'T � M°� � . �� }�. t�,a� .� � �� f��w�� S, � u k` ; z- � �` .- � . '. �5 f' � � . ,� y � � � � "-�. t'' � ��d � � � 4 j'"�k�� 5,.� � ��` � .,�'�;. �'�5; � � i� �' �"�� t �� s '� � � �" � �. � �� ° �`� ��"� � ��' �� r a 5 �,�, : �, ;.5`1 �+. -s �t � �� `� � s ��'#�� c ��`�� =� '# 9 � z t "^ . a, . 3- x�'F e n �`°A �'�` , �e ; �? �"� ,� r , r �� r 4 +$ �„ , S :a�� N�' � �Ridi '� � 'r,;.� . � ' � .� *$ F�t � .:: _ �� t� ,wE ,� � �� % �� `� � ��,�� ,,, 4 ��: '� r �1 �� ' C � �"" �;� j` �� °z�� . �{� n `��,�.., �. :� . �^ � � '�"�2 �ts +.�" � � t� . �,� � , 'd.y`� �� y,�� .. iR � �� ` � ' :, �� A' �'�,. .,�{ -s :�R0. 0 ��^� � % . - �� : �'a�e #b z�" `�°"� �,�� 3 ��. � � � � Y$ `F � � '� .� � �� ' ��`��'�� Y ,3 ''�� s _ � j' ''` -� . t s' , � .,, 3 , �' � �sx� �'� , . � a �s�,� � � , � ��. i � a � }�� 4 S t r w,. ,�"'' ' E� s�� x a x � - "�. ��.A� �,4 �rr`� �. �$ �, k , e� � � r 3, »». , �, �, ' . A��. _ 's�' > 'Li y� '. 7 4 � ' ,�� : ~Y s. `. � � ''��" � "' � � ��a � a . S. �' , � � = &�` v*�� PF"r` "�i. .� d ' �� ' � y � &'�'� "�',. ;ng "�� ;; � '� �"' �' -�'"�' x ' � t 3a '�.. �' � :, 4 t k t �' ��` , : '�'�� ` � " � v �S x � .. #� J}1. � �� - �4 ( ,�t., Ip �. � . �, � � � +'� i y " e -- ` � �� ;h z��^ �` w�" t y Y�.{ : � � � J 7 � � y �`�� , ��^tR �. �+�'� .�� a. �`f �t��M: i�i�� '��n[�� +,�, � t' � j � ' � " ir%j "+t?� S, r.,t� �� $ � ��t � ° � � F -b '� � . 3 � ?�`y `°+ u y�e �`.. � "','3i } � p� ��N �1 � S, � . �`,� g� :�y �� 'J .� .T ., ...x.a .. E. _�+v5Y�, U .#,eg�' iw. �� x. -� RF Item # 10-0199 �..��--�-P —�—? °�'-.-�- Q Roclry Creek Drainage Basin & Flood Hazard Mitigation ° ° R° `" SECTION 3 - PROJECT UNDERSTANDING Scope of �tes: The projed consists of designing a flaod controi facility to aileviate flooding within the mid-area af the Rocky CreekwatersMed. The propased cancept for the project features a multiuse engineer�d fiaod management facility serving as a flood controi recreational wa#er body, as weli as providing environmentai resource benefits. The project is located within the Rocky Creek Drainage Basin and the primary channel f{ows through it. This area currently experiences flooding and the propased project wili provide additional flc�d water stor�ge volume ta mitigate flooding hazards, The proposed facility will serve as a regional storm water end flood mar�agement facility and reereational water bady for the surrounding nelghborhoods. The primary goals of the project is to minimize flood hazards, promote redevelopment of surrounding properties and improve nei�hborhoad recreatianal activities using sustainabie design methods. Project Approach: EMC wifl coiiect all available information, and review with the design team to cotlaborate for alternatives and concepts for the proposed fiood control facllity within the Rocky Creek watershed, EMC Engineering Services wil! have the design team meet with the City of Augusta Engineering Department to discuss the alternatives and concepts of the proposed projett. After comptetion of this meeting, fietd surveys of the project limits wili be performed to inciude cross sections of the creek and spot elevations of existing structures to an eleuation at or above Gordon Highway. Field surrreys will also include horizontal and vertical locations of existing c4nditions in order for the detention basin and area with proposed improvements can be delineated. EMC Engineering Services will have the design team meet with the Ciiy of Augu$ta Engineering Department to discuss the afternatives an�l conce�rts of the proposed project. After completion of this m�eting, field surveys of the project {imits witl indude cross sections of the treek and spot elevations of existing structures to an elevatian at or above Gardon H+ghway. This wiN include horizontal and vertical locations of existing conditions in order for the detention basin and area with praposed improvements can be delineated. The information wilt k�e kept in AutoCadd Civil 3D 2010, and used along wi#h data gathered at beginning of the project to complete hydrology and hydraulic modeling for the 24 hour — 10, 25, 50 and 100 year storm eve�ts for the proposed deten#ion using SWMM S.O.C. The results wiil be presented in a report with summaries of computer runs, hydraulic profiles showing existing conditions, existing storm flow elevations which will be field verified. This information will b+� utilized to size the detention basin and outfall structure(s) and to determine the prnper dam heigfit for the spet�fied storm events. The models wiil be rerun with proposed improvernents to show water surface elevatians fQr the detentiQn basin and downstream locations for the specified storm events. In addition, a plan view showing the required dttention basin, the buffer area that will serve as a recreational park and a preliminary construction cost estimate wilt tre in�!uded in this report. This report wili be reviewed and discussed with the City prior to submittin� to GA DNR, FEMA and USACE for their input for proper submittal of permit applications and modifications to the FEMA Flaod Map(s). EMC Augusta Branch Manager will meet with the Augusta Engineering Department to discuss the completed concept plan, estimated cost, and the required permitting. The dec3sions from this meeting wvill direct the design team to go forward with pretiminary plans for the detention basin and recreational park. The prelirninary plans for the detention basin, dam, outfall structure, utility relocation and general grading plans will be completed for submittal to the City of Augusta Engineering Departm�nt. � � �� - � - �,4 � � � �,�. �.�� ' � � r �� , � ��"��_� - -_ �� . �'�� '��<� �� = �� '� �°�� , � �� , - �* � � � �� „ ��,�„ � � v �x�� `" � 4 1 ��. . �* � ' � . i '��,"�` � �` k �'� z e�°,'�, �$ } � ��,,� . � �� S '� ��_� �'� �h`� �� t . 1 � �.� �� y �1 F' �� -��.�� r,�''xy"t"vc '� �' i � � � y '�i S takf` � J'� � ,y� � _ � t �� `��' r ` � �k� `�� „ " �,,, � � r � �,r�� „ � #�,�� ';r�%a�L��; �r� t ��,�x � ��-.� � � i � �� . �° �� u� � � v. , �� .� t �;� 4 �+. � � � � � � S � �� `� � �' � � � �t�� k � .�.,� � � . s Y� a „� �,�r, '�, ��ca�" .� �,�,; i � . � � ..�"45� i�.'s` . � �n � � � � -�s � � � � _ �� +� � '�� c � �', " � •�„ � � � � � � "NS �I:� � Z�i� .Y Y.�,Y�4b � M°°, r� '�F YC� {' 1 "�.��5�#�k�,� �. '^4k ..�k� Y — � %5� � , h" � 4�' ,, — xw � x �' `�� 3 .s,�' a°'� +�.� ,.,,� ��j.G'��d �''- � � �.,�,� :� �� Fs� ^��a�?�,Xr��. �"' � �� s ac��` '� , � a � � � ��, � � ��r� � � a � � k��rc. ' �� - � �� U Ye .- � ��x � ��"�jy �'��sj �ax �?�'� �� _ � �� 4� .s-�a.�.�y�� Y � { � �` .' d � � ��t 5 �ffi ��, -: •.S� ,y,�u�"�k, . �1+ '3 .u� S �,J +�* u , � . . ,� ``� � y �� , �' '� � � � �"`' �`��'} �� SQ� �• � � . " � �. � � ! :N � �� 3� y ��t� - & � �� w - �,� ....5�` � �. �� # �9 ��M'S' r� k � ,� k � �'� `;b r � � �i` }t �� . — ,P �, �� i:£'��" � 'W '� �� 3 { �4�F''�i' e T _ — � � � ��`�"f�'�,�',i�1`" � � �# ' �° � � � `�.. �"��' � € 6 �s �` � P �..r��'y� r ��,�,- �.ae �* > � � .. �a w '�,'�- j-�-` � x � _ �- ��b <.w � � 3'u �� . � � ��.. �.. ��' �„� �� '��ga. � � � ��. w"� �,�'�,.,�„ �k �e,��r� � -��r '� �`� _` ." . x '"�� s� x �Z'' � �" � � ��1;� , � ��r� x �� w��, �, w , � r� _ y � �$ � 4. A �"9�5 �` S � ' �Ya 1 '�� . k 1 �� .� � `� a �{ � �`�� k� � �'�� Ga� ,� - - � �� ?�� ` �� - �> ' .'t f Y � � �f�o,},. 4 ; �t�-; i t � �' �"�. �'�.� Y �� r � � � -,� . — �� tt ,E p � # � '� L�'�"� fi "� # � � . 3. � _ �� `�y��* ; � : ,e�S ��r� �`.� * � g *�"�,'� ��x �p.r��a� � C 4{, - .� k z��'� � �`�� e � � ��. � "'�' ? y • � � : �� .. � �`� ��' r� <?. F ��" - �; � z r�t��' �� : -�� „ • -_ �>�� :� �� '� r ¢ � '-� h ; ��'+�3 �a*�� '�� -� � � 3 _ � � ,;�� ,�� ;N ,��- ��,� ` . � h �,� � �,. ; $ - _ #� �� ,�,� � — � � �� . � , � , ��'��.�.�� a �,� � � �. � o . � > �: �� - � "_.- �.� h�� ,n..13o-� `�` ' � r - - r ��3�� '�ar ''�Y's+�,'''��"c� � . �� s ,,. � , -� t �� , a.� . �, � y . ; � . y t k �� r F� � � �` i g `:.z�� _ � � .. _ '� r �# � n . � ! � � . _ i�' ��"�' "�-� .�'�am �� `�`��' � �� .`� '� "�^'�'� '�-�`��a ��`��M '« 't -V � �.� : .� �,r r� '�'- � . }'��Z$ c ", a a w �",�„� � � rsw� k _ . � � �� a` � � g �� ,�, `a�.� � _ .- � � � '� ; u ^' �°��' sr�'" .� } `E�'� f ��, � i �3* _ ��'�. s � �,,: ce „x ��v' .t r� -� t � , �':�� F � �k',> . k. � '� Z � - � . °�i3�l�a� �.- '�#�t; � �`ar x � �: � ��.+� � � � � � � �ve��' �; �_ „ t M �.' �.� �� -.-�u4..�� ti�t z v�� " ��.'�p �"'�: ��'-� k tF�� d '� �: .` "�` _ - .,� �;, � � �r T�"�, � �`�� '��.�'.� � ?��', � ��m ' � -. 4 � � � ?, k �n S�`� � $L k�x' � 2 �' .,� � . �� : a �, . �� ; �� , � �` � � � � � {�� 1 6 �, . . �� .� � , � ' �4 � �� q r � � � ,.� �: � � s� `�* >�� f� � a t ��+ ,� �.,� � ��' ��,�� , � �` �� tl �+��... '3` '�'"� 5�3� �2 �. r �ro�' y, : t �"' '� � �"`As �' *� K s �� ` �, � r 9`' �, ` � �'�,�s�u'�* i � z � .�' ��r'�ltt 1 x � ��. . # � �� w,�� . �4 1� �� t �, � 2`f , .:'St.��r� 4�E�� a�4;��. ��La�� .) Dr. Makk June 17, 2Q9 9 Page 3 RocKY C�ec D�u►a� Br�� F�ooc H�z�c Mmcrr►raN ExNSrr "A" — Sco� oF Wowc The projec# cvnsists aF a multiuse en�ne+ered flood management facility senring as a flvod contrd recreational wat� body that suppats recreational facilities, spart fishing, and environme�al resourcesJbenefit locat�l in the Rocky Creek Qreinage Basin near Gordon F�ghway and MilledgeviAe Ro�d in Augusta. The prvpased facil�yy vviii s�ve as a ragional floai hazerd �igatio� facility and recreational wat� bodyfor the suROUnd�g nei�i�rhoods. The prqec# goals are to minimize flood hazards, promote redevebpment aF surroun�ng propert�s and impraved neighbcrhood recreational activities. EMC Engineering S+eenrices' Soope of Wcxk will include concept development, preliminary engineering, right aF arey ac�isition services, and final constructfon documents as further described belaw. Conceot Develooment EMC w�l gather p�tinent data fram existing sources and us� them to cxeate en existing c:on�af�ions base r►�p for use in devebp�g a concept fcx the project. This will inciude the US Anr�y GC?E Rxky Creek Study including the digital copies af the HEC-HMS and HEGRAS pro�ams. Oth�r sources a� infamation will inclu� the FEMA Studies, City af Augusta Sustainable Lk�ralopment Gui�tines �nd other r�vnal �anni�g studies along w�h existing topogrephic maps, utility �ns, and property plats. EMC will perfcrm lim�ed fie�i b�pogr�phic se�rtieys consisti�g afi cross sections ofi the cxa�c and adjacent floodplain to suppi�t the existing con�tions base map. EMC w�l dev�elop a slarmweber mode! to sirr�iate the existing conditians along Rvdry Creek in the projeet area and the proposed candifions v�th the addition aF a flcod contrdhecre�tional Iake. EhAC w�l use EPA's �am Water N�na�nt Model (SWMNI� to perform these simulations using hydrological and hydrauGc infamation fram the USACE HEGHMS and HEG RAS mociels. Additianal cxvss s�ctional information from our existing condi�ions base map and fieid surveyed cross sections will be used to supplemer� thea� initial sections. EMC w�l devek�p and simulate twa al�mate methods ofi praviding a flc�od hazard mitigation f�ci�ty and recreational water body using SWMM to �termine their effe�iveness. This will include a lake in-line with the existing creek and ane where the existing creek is of�linc. EMC will con�ct a'afam" bresk aneysis utiliang SWMM and field reconnaissance infcxtn�io� on dawnstream hat�at�e structures (up to one mihe) that could be flovded by such an ev�ent. EAAC will prepare conc�tua� /aynuts afi the prapos�d alterne�ives utilizing th� e�siing con�tions data base map and the resu�s aF the madeling. EMC's environmental consultant, Resaurce and Land Consultants (RLC), will utilize these conceptual layauts to prepare an Env'ronme►tta! lmpact arrd Perrr�ta�rg Asstiessment for the project. This report will quantify the impacts thst the proposed prqed would have vn the envirnnment, Dr. Mabik June 97, 209 � Page 4 identify U.S. Arrr�y Corps af Engineers (USACE) and Georgia Department af Naturel Resources, Environment�l Protection Division (EPD) pemnitting requireme�s, and provide preliminary estimates af wetlandlstream/buff�r mitigatian requirements and costs. EMC w�l s�t up and oondud an i�i�ia! meetaig w+fh the USACE, the City, and RLC fvr presentati� and discussian o�f the conceptual lay�ts. EMC wiA prepare minutes af the meeting and c�ommerrts from the USACE wia be incorporated into the initial concept plans. EMC will set up and condud a irre�eting with the EPD Safe Dams Un�, the City, and EMC's consultant, ECS Sautheast, LLC (ECS) for presentation and discussion aF the conceptual layouts, inciuding deve�vpment within the dam fa�ure flood zone dawns�ream for ini#ial elassifxatian o� the dam. EMC wiA set up and conduct a meeting wt�h the FEMA, the aty and the.ir cvnsuftar�s for presentation and discussion ofi the conceptual layouts, induding requirements for Letters o�f N�p Amendments (LOMA) where properties will be impacted by the project. EMC wiil prepare a Concept Repat that outlines the altematives considered and summarizes the findings af the modeling simulations and meetings wi#h the regulatary agencies. Tht report will include: • Executive Summary • Project Purpose • Past Studies and Recarmended Improvements � Proposed Alternativ�e Improvement Descriptians � Altemativ�e Evaluation Anatysis • Hydrdogic and Hydraulic Analyses • Existing and Proposed Ccmditions/Flood Maps EMC will prepare a Concept P/an of the proposed lake utilizing the existing conditians da#a base map and the rasults ofi the modeling. Ths plan will sho�w the limits o� the proposed lak� and the adjacent park ar�a with its recxeatianal features (welking paths, picnic areas, etc} and wiii be prepared in A+utocad 20a9 famat. Also included in this initial concept plan w�l be cxoss sectians ofi the Iake shawing existing and propoged grades. EMC will present this mitiat oonc� to the City at the irr�ia! cnncept meeting. The meeting wiil summarize the wcxic compl�ed to date on the project, inciuding the praposed hy�dogical anayses and sttern�tive analysis and the proposed concept plan. EMC will prepare rninutes o�f the meeting and canments fram the City will be inccxporated into the concept plans. EMC wili provide copies af the concept plans and reparts to the US�AGE and attend a pre- a�Catiat meeting with the USAGE and thei� invitees to discuss the project concept and sdiaf feedbadc fvr considerakion in the preparation af the final concept plan. EMC wiil prepara minutes afi the meeting and ccxnments frc�m the USACE will be incorporated in#o the final concep� plans. EMC wiU prepare a Rigftt of Way and Plroperty impact Asses�nertt that quantif'�s the number and size af the propetties th� wi� be impacted by the pra{�osed project. Dr. Ma�k June 9 7, 209 9 Page 5 EAAC wtll prepare Transpartsti� �nd (J�iit�r lmpa�ts ,q�sessments that quantify the irr�cts to the e�osting stre� netwo�k and water, sewer, gas, and electric util�ies. EAAC wiN preparo a corxaepptua� cons�uction cost esti�na�e for the praPa�i Praject. EMC will preserrt this carnpleted concept to the C1ty at the fina! oonaep� meeting. EAAC wit! prepare minutes a�f the meeting and comments irom the Qty will be incorporeted into the final concept plans. EMC will pro�e cc�es of the fb�at cc�r�cept �ns and r�orts b t/ae r�eg�rlat�ry sgencies for ri�� re�riew and car�n�t pricx to �itiation af the con�uction docurr�ts. This wiA indu� the USACE, EPD �fe Dams, and FEMA. EMC will prepare presentation ctawings and materials �nd a�tend up to twci p�rblec frt�Exir��on me+e�ir�gs on the project. Preliminarv Enaneerin�a EMCs oonsu�arrt, RLC, wdi c�elir�eabe aJ! jurRSdict�ona! wat�rs w�hin the projec.t area in accordance with the r�gulatcxy requirements of 33 CFR Part 328 De�init�an of VY�ters of the U.S., the Ca�rps c� Engirresrs Weftand Detirxaet�ort Manu�l; January 1987. RLC will also camplete a Sta#e Watars determination within the prqect area to confirm the presence or ebsence af State Waters. EMC wiil lacat� and ptat the delir�eaticin for finai verif�cation from the USACE and the Loc:al Issuing Authority (LIA). EMCs consultant, RLC wiN prepare a R�eqc�est fzx J�isdic�al L7�et�mrnati� and submit this request to the USACE for veri�cation cyf the I�ts af jurisdic�iion; will coordinate with the LIA ar EPD for written conf�mation af the presence or absenoe o�F state waters and a 2�fovt state waters buffer; and prc�uide ongomg ooadinatian with the apprapriate regula#cxy �gencies in order to ob�ain final written veriticatian vf tha limits afi jurisdictian. If a fiald inspec�ion af the d�ineation is request� by the rosp�tive agencies, RLC r�ll acccxr�pany agency persamel to the sul�ect property to support the delineation. EMCs ccrosuttant, RLC, will r�icw all availabte records to �ther infarmation reg��ng kncMm occurronces vF state s�l ii�deralty prodec�ed spe�c�ies listed within Au�sta, Richmond County, Georgis; conduct a tharough pedestrian sunrey af the entire project corridor to determina the presence andfor at�sence ofi heb�at su�abla to sustain listed species; and preparo a neparf of f'►ndir�gs docum��ng the resu�s ofi the survey. EMCs cansultant, RLC wili prepare a pre�-canslr�tiai notifcat�wt requesting autharization under Nationwide Permit progr�m to impa�t juris�ctional waters af the U.S. if it is determined that the prvjed wi� requ�e this type of pem�t from th� USAGE. This task includes prop�ratian o� the required papenArcxk and attendance et a�ency meetin� as necessary to discuss the proj�t and matters relating to the pe�rnit a�lication. EMCs cortsultant, RLC wiN prepare an Indi�ide�a! P�ern�t application for submittal to USf�CE if required. This task indudes preparation of the permit application, praject justification, dev�elopment Dr. Makk June 1 T, 20� � Page 6 aF a campens�tory miti�tion pian, respcnse to ccxnmer�s receiv�d during the public net�e and ettendance at a�cy meetin� as n�cessary tv �scuss this projed and matters relating to tha Pe� �P��• �f requ�ed by USI�CE, tha a�licant must pravide site selection criteria that wiil be includ� in the s�ematnre anaty�s that is required as part aF the Clean Water ,4�:t �ction 404(b) (1) guidelines. EMCs cansultant, RLC wiN prepare and submit a B�r Veria�ca applicativn r�esting authorizatian to perform land disturbance activ�ies wi#hin the 25-foot bu1� area, if r�uired, in aocordance with the Geargia Erosicxr and Se�mentation Cantrol Rules, 391-3-7, promul�ated underthe Gecx�gia Erosiart �nd Sedimentation A,ct (Act), O.C.GA. 12-7. EMCs consultant, ECS Southaast, LLC (ECS), will pertc�mi geatechnical investigations in the projed area to det�mine soil prafiles s�nd structurel characteristics. Soii borings wi� be s�aced and extended to a de�h su(ficient to design the proposed lake dam and prawde for �e sick slopes along the lake. ECS w�l prapare a Geotechnka! � Foundatir� R�ecomrrrerrdation Rieparf thet summarizes the f��ngs of their investiga�ions. EMC will p�rform f'�eld s�ys as necessary to �epare construction working drawings including property comers, t+opogrephic infoRr�aqon, existing utilities, and environmental features E� w�� Pr�� GX�si'i�9 a►r�d� detabese ptans utiUzing AutoC;ad 2009 that inc�c�te property lines, eas�eme�s and ri�t c� ways; twikk�ngs, rc�dways, dreinage systems, uti�ties, and other improA+�ements; a�aoent t�ll�ng flnish floor elevations; and contours at one-foot int�rvals. EMC wili provi�e tixrs+e comple�ad da�b�se plans �i sfi�c�ed util�y oamperrHiees to identifylrAer'�fy tfie horizontal and v�ertical locaticn aF all the� subsurtace ut�ities in the projed area. EMC wiN prepare Prelimin�y ConsErc�ct�an p�sns far the project consistin� af the fallawing: ➢ S�e Plan — Wat� Body and Recrea#ivnal Featuras D Site Gra+�ng and Qrainage plans > Dam Plan and Sectians D Site Cross Sectians EMC w�i update �e conce�ual cons�rc�tron cast estimate and prepare out�ne spec�t�ns besed on the preliminary pians. EMC wiN present these prolirmnary plans to the C�y in a milestar�e meeting for their review and ail comments will be a�esstd. Riaht af Wav Aoa isition SenHCes EMC wdl prepare a l�op�►ty Acq�ui�if�on Map st�o�wing �h properties being impacted by the proposed projec�. EMC will submit this map to the City for th�r review in a m�Gees�aaa rr�eeting and for their initial appraisal waic in ac�ir'v�g the n�essary right cyf way for the project. Dr. Ms6k Jur�e ? 7, 2011 F'aga 7 EMC will prepere in�vidual �c�perty acquisition plats for recor�ng when direr�ed by the City. EMC will �ake the prc�posed ri�t af way and/vr easements with w+ood flags dwing tfie property negoti�tion phase and �on roc� priar to fina! acquisitivn. Final Constructian Qocurnants EMC will prepare the fa�! consbt�tion warkir� at�wings suffici�t for bidd'mg by the City based upvn the ap�aved �e�rrynary �ans. Drawings will include, but are not limited to, the fc�awing: ➢ Caver D Generai Notes and Legend ➢ Site/Staking Plans ➢ Grading and Dreina� Plans ➢ Dam Plan and Sections ➢ Stage Conshudion Plans ➢ Landscape Plan A Irrigation Plan ➢ Phased Erosion Contrd Plans ➢ Erosion Contrd Nates and Details ➢ Earthwcxlc Cross Sections . ➢ Constructi�n Dttails EMC wiA prepare corrstruc�or► speci�tions, cast e�i�te, and t� schedule. EMC will p�t these fnal pians, specitica�ians, and e�imates to the Qty in a mites�e meetir�g for their review and all cc�rrnner�ts will be addr�ssed. EMC will deve�ap all norrnal design� csl�ulati�s, and e�on�gput8t�o�s required for regulatory appro�val. EMC will pr�are applica�ons and a+xompanying dxumer�s, submit, and fdlaw up through appraval for can�ruction �n ap�arove! by the USACE EMC and ECS will prepare ap��tians and accompanying documents, submit, and fdicyw up throu� appraval far ca��uctian p�n approwal by the EPD Sef� Dams Unit. This will indude retaining a th,ir�d pxty p�rr r+eyi�ew�r approved by EPD to expedite the review period. EMC will propare and subm� a Letder of ll�p Am�errdment (L011� and accompany�g documents to FEAAA► for the sre� irnpacted by the water body and follaw up throu� its issuance. EMC will att�d rnontfi�y status meadngs with the cii�t and ail �blx meet��s and prapare anticipated f�ings r�ired in �e course af namal permit approvals. EMC will �de fir�i c�ns�ct�on d�cuments in digitai and paper copies to the C�y for their usc in bidding the project. � ,��, � "�" � � = ,�� s�� — � „ �� y � '� 'd�'� - � ?° � � � � �9 � � � �5 k �� j� � �� . � �. �� '��".� �fk=v+Fq ��.�� . - tt �� , �i �+�� S� � Y J � � . � ,� .: vk. '�' ia �� 3^ � � ,n � ,� �� M1*. � .3'f „i„ � �� " �� , ��fr '� � 3 t�,� ,�,�yt� > �. �". .#, s.� p � �� ; � � �� .�� k � .� ��5�o- �� ,�+ �r6�� '��r�i - � � �� — cw� �"{�;�� .��,?`-`�R''�'� '3-'�,� . � � . . . ,., , �;¢ n .w f��y„��3.c�h . a . � � �: { �s vi3:s�� - `t . � � x �� P.�r�� s +�t � �.�� x�3`.r j� ? z Y' S ', '�-�� ,�'�' � � §� � � f' ��'� :�s �� ' , � —�� +t fiak 3 � 5, � .�t lf f � ��" '4 - �` y ��' �, 4 �°F� 4s � ✓ . , � � '� �{� . � � �� 4 � �Y' �w-.�i � ��, ." � e �. �s`� -� �� '� ..� � "� � "' �. "� d , .�S �,`�,:*�'u�'�_°� �: ` � s� � � — �f� �c., °� .�' y: ,,.x � �` '' e � '�� , ��X�'�t�.�'�.'sy � $ ,��$�s�: � '��ir =�� ""�T'�� x' .�`� - � � �' w ��3'��'�xi�i� �a`5+�^`�' � � . `� ^�' a �., f ��. �, � t . ' �� £",��'3 0 �� " � r `t.{��. -� ��r� �y}:t�,�;, e. �`k."�.� �5 7,� � � �., y � � � � r� ��,{t'�� s..�. � a� �� . , s, - � , �. - ,�� s� i � � � _ s � � � �'�� "� y+ � �� ' �� .� -- � � � '� * `��2,� '„�, rt"� c t�' ' � � ` � `5 ��"�� , ,� �` 'a��"'�"�'4 #'� �:� v �y° - � � � �� zi * ��t '� .� ., '' — i:��`�� :„� ��x� � s,� y� �'S� r�tiW:i � ,p, 5a � � �. S �` �'4r�FZ ��'�� - :��{�� ° _ a " � � ,�,��;,��## � �'�,'�;� `� � � — � � � �� L ;- � �� ` `�� ` � _�' � ��. ,� _ � � � �� } ,�� ""� � � _ �� . �- s��`'�� - � � ��< < . �� _ � � ,� � g � �' " _ � ,y � � �� K` `�'*�� '�� * — - .- , �s'Sa, '�.� ,;r;�a*• r�.� � ' � . _ �� a _ � ��-s �� r `�� <��`� " -�. ' .; a �s� a�+g � ° . , , ' � : � s }, �:.�`�� ' � � � � x � t + .a �' � ��s �''� �`� #� �� ^�'r F � ' ��,�� r�� ;� �, �.� �� ,. = �.`�``� ,;"�, � r�'�t,� " , r �. , �� ,� �<n a�, _ ' ��' `� � � ``��,�� *"� �' � - 3 ��+`� �' g �. ;�� "s� c .< � � � �' 1 �`y� - �:�a �- �.� "' t ' ` � '�, `�� t;,�r,3�"k h � �:a �� F. _ '�� v,F} '�f "� � p �t ��"�E� '� 1 '�F:! � � �,� � � �.�.� t � � � . � _ �' ? # � � � = i : � � � k�x � � 2�"#�" #�' . .. .. —� ' +�-5r� 3 � z - c� d�� *5�,��' � : �� ' � � . F d�� } et",-��z� �i� €� ��w'�� -'� � � +s c° t �,. �r _ � � � ,�„�� .� �;� F, K � z. � � x r � ��fid�$ 3' 1L "��`a�� ^`�3 �it � ' �"y� ' � F g � S. - > � � : s �' e;�` �''��. �� R�' . �� b � �''a�"< ."�'� `. �. V �� _ � '�'°° z" [ rV'�'�S .�y k i� � � � 1 f e! . �{.""� i z� ,� $� � �" �.":��y�t+e�5 Y � � �� ' 1 x,4 ° ' D' b'f ..4�� '�'" '� �,z. � �� ;� � � L �� :'�� ,� � � . + "� � ; � . a`��€ ��°1Y �� s � �� ' c - � �� _ . y ,+ 4 ".�� ,g„�i 1' A '�3` . � � � ,y '. ' � � �� ,3+� '3r'v�Y��' �� b5� �� i^ �jb� :�� . : . x �"£ �,r- �". �, ' `ti'hzS* tM'n .�K �`� �' �'� , {.� � f u � ��'�y� k.`` � �� } �, �:�� .. . � '� �' �'� �' ��a,� i "'��' �' w ` � " ��' o � �� r �e� � v �'� �.,. � m �s y .- _ �� y � _ ��.�� t '�Av'�S,T� �` ' `�'� �'�,� � ' . i 3 $ °F .� � �;,, �� 1 ps na . - t �' � },� '� � �.� �r �t fi,�.fi�'. .r� 'C t ^d .x?�'z �� j�r� .w"�' 3 � - '�" i ��T -m.�`x� $� � . '� � � . �� „ . �� ; _ ._ �.. � . — � �'�' � � „t,:,��` �., s t'�i� �� '`� p g`�� `��dF� � �� ' >x��,. � � �' � ��r � �'- - �.0 J. �� . t.� � � a _ . �� _ - � * a "�".:a.e� .. �nt � 3 .k . � G � � f��tG•,,,� � 1 ,� � � �� $ � � � 65A'� 3 � tG� Gti ,�o$ � .�c�� - . ,,s+�''' t o�`� ��,G ��• �` �� ,,.�` �� .� �,�►�' �,�,,�� g � June 14, 2011 Augusta Engineering Department - 505 Telfair St. Augusta, G�eorgia 30901 Attn: Hameed AAelik, Ph.D., P.E.-Assiskant Director E�gineering RE : PROFES'SIONAL F�VC�I�EPoNf`, $ER1/ICES AGREENENT RFQ I�n #10-199-Rocrc�r C��c D�uw►c,E &►SIN 8� F�c�oo HNZa►Rn NNnc�nno� Dear Dr. Malik; EAAC En�neering Senrices, Inc. (EMC) ep�eaates the oppatuniky to pre�nt this Scope of Wark and Fae Eatir»ebe for prauic�ng p�dessional services in connectivn with the reFerenced Project. Our Bss�c Serv�ces wiu include cvncept dev�opment, prelirr�nary engineering, right afi way aoquisition s�vices, and final con�ruction documents, as further described in F�chibit "�I,' Scc�e of Basic Services. Fdlawing is our cost estimate breakdawn for each phase af the work. This estima�e is based vn certain as�r�ivns w�hh regard to the scope and time estimates required for the Pr+elirr�nary Engineerinq, I��t c�f Way qcquisitiqi, and Final Con�ruction Docu�nts that cannot be fuMyr d�fined at this time. The resu�ts af the Concept Development �ase wili mare dearly define the scope and fee for the remaining phases ofi wa1c. EAAC requests the right to adjust fees associated with subsequent phases based on the approved concept. Hawever, in no case shali the � exceed the fee est�nate fa these phas�s by more than 15�6. ➢ Concept D�ewe�lopment o Data Co�ect�out � Bsse Msp I°leparat�at $ 2�,000 o Hydrolt�gir.a! ettat H,�draatic Modating � 35, 000 o initia! �la�ry Reviews/Meetirigs S 95, o Concept Repaf and P1tan $ 40_OOQ Subb�l Howly b a Maxinwm Fee $990,(?00 ➢ A7eLirninary Engineeri� o Environmert�aJ Services $ 37,Ot?Q o Gtsote�chnica! Se�rvices $ 2Q, ppQ o Sta'veyit�g► Se�ces $ 28, Oa0 o R�e�meinary Consdrt�nct�on P�ans $ 4�,OOt7 D Right of Way ,Acqttis�bn Sean�ices � 20, 000 D�na! Consbuc�on Documents & Phrrr�tfing 95 iJQO Subtota/ F�e Estimete $240, a00 Tots! Hoea�ly Fee ar� Estimate �350,000 Savannah. Albarry. Atlmtta• Augusta• Brunawidc . Columbus• 3tat,e�baro• Valdos� Qr. Ma�k Jur�e 9 7, 2i?9 9 Page 2 We wdl also fumish edditinne! servicas at yaur request, such as: ➢ Aeria/ Mappir�g D Envi'onmenta! Sibe A�essn�ents, ➢ Bidd�ng artd Cansb�uctrat Plaase Sdvices, D Tra�'ic Analyses and St�dies Reimeburs'ab� expen,�es incurrad in connectian w�h all basie and adali�wwra! se�es w�l indude app�icatrorr and regulatary i�es arrd Ga�npe�.sabay m�p��r arrd overn�ht delf�ry casts. We are prepared to begin aur services prompt�y after receip# af your acce�ance a� this ProposallAgreeme�tt and to com�e vur services in accardance with the attached ��le. This schedule indudes sub�ttal af f�al canstruction documents and permit applicativns to re�latay agencies t� nd #�ar flnai rawiew and appra�rel tirr�. It is our belief that the �latory review process wi� take approa�rnately six months, but we canrrot wa�rant or guarandde ►iegulskary �ixre fiames. We Iodc forward to waicing w�h Au�sta-Richmond Gounty. Shvuld you have any questions with regard to the scope vr fee estimeke �ease feel free to call. Sincerely, i��P t��-- Robe�t L. Titus, P.E. , Augu�a Branch M1�nage,r Attachments E�fiibit "A° — Scope af Waic Preconstructian Time Schedule � � � s �� y ,� � � .�� I � . � �� „$ �� "�' { '� �� — � _ �, � ��,�� ' �� - � �'� � � � �� $� ' , f ° _ s �' �`� `� �� ,� f � F �� .��7 '"a'x �;#� m �� a'� � �'k.t�,� �� . r '' � 4 �� F� � � � ��;� ��, � '^° �` '+- r�� , � � � � � � � � y` �'� t � 3 '� F �� "� ! 'k ��;Y , �.� . �� 1�� ER'�tl ,Y'� v �� . � t ' 4 ��,� � � s ;�� — � k ��"� `` � .�� -�� : p �'�� .."�� '' � — �� -v � � �'�, �� ; � , , � .,�. � a ' � ,�.� � �3 ; � ��,#�,� fi�fi� ,,t�� ' � � ' � :, _� :�5 �!� �"9z �,�� . - � � �'� �.. .,�� '� . �.� ib� ,� a ks — �` g�� a � ��#�° � . � a�� , ,�� .�,'s ''�� '��' i ' + � � � >�� `�� 5" � ��` .��, � �; �� 1� �sE F �� '� �V"�s�� -� d�� ` � _� 2 �� { � S T# 'u`fF � � , �v � S� �' 1 � � �� ,� �"m.� �.�y �� 3 .;rc 3 i , - `� �i �';� �'a`�'�. . .. '„� ' � �� ?s , ��" "�'�� 0.�� ,� _ ��; ��' �� , �'r.;�� a. � � � ��,�, � �� q �` " ,� �� r� — �� a, �'��,� s � � =� � �� — � � � �� `� , �� — � � �°� ��"�� , s M . E �� # ; — "� �:, �' � �+��`�S .�. • � " � � � �� ',� x = � _ �'�`�`� ��'�k�� , � - �, �k� ��`� r��'�� `�,� � � � �. �� # ��,�� ,� �}� k � `4 �p a` �1 3� `� - �' - _ � � y � , ' �"�7` . — � � q � : . `b = � t � � ,�, . „' � - � _ �� , `p '�` �`f�� A� 'es � �� _ �t ,x£�� "^'�ai" 1r ��Y �, , �:. — �"�� :-;��s��'��,� � �e x �� f ,�, '�� _ � �+ �� `�'� ' ;t s ��'�`�`��'��`� r� , � "�'��. a� "� � � � _ ^�-i3� �'*.� ��}�ti>�,�� - ^3 4 1 �# s f` �+ t 'k` � _ �;." ��.c �.a�'� �,§ . �,� �"�^'� ��' �� W � "_ #�k�'�� a�.� a .� ,� — W �� z �- �'"�'� �"` F� � . � '� h y `3*. 3 �yY ' ' �� "�� ^'�ia�'� -,��p ' Y k' E �j.�- 1. 4S" � � ) „Z"'� ."� rN yt.�� # -' � � y � �i . "��A @ i.�� '� E. �� _ ` �,� � �g' k,� y. ?�.3. � f� '..'�� ' _ � �� "i ��,+'�� '�b� '�' �'� f _- '" � u '�_ `;•Y'` � � �i� #+ '��t�'9 3 i ' " � ' y � 3 {��.�� '� xFdT �� tw j '1��4"� 3 r� �, xt +x� - Fd • .-�� . e � `� ' i �� g � � ,, � � 4�,� .. - ��5�^i � > e "�' E�„�d .� � �C`hhr �x4'� ,�,��:�X '�`�. t - �� fi+x�F+"�'A� � � �.'� �v, �.. _ �� s �, q " :: t _ � � � n �' � r x ��"'� c � Z � � �, ., � � � l . 5"� -'�� §�� - � ��t ,� � a �r ,*� �, t ;�' & ''� ,� . � ,� , � �"�„� � �" " `�''�- '�'� ";� . � � '�� "�a ��t ��'��`r, � � � � — , �z��s`�� s,,yz #� c� � _ _ �� `� �� ` � � � � � � �� '�� ; � ' :� _ k�':,z ,� � �c� �, � � > ,,, � ��. � � __ -- �� s # z �� `� � � k, — ";� � �� : � r��, �v ur � '� �� `�i v i� . ',4� -- '�" ��.��. �� ab� ��,�„� r a�. �. �� -. - ,.' � �� „��k s •o- �- � t� �. `" _ ,*.�'�� . .�Fa�"a��,..�`�`�a��`wa.., �&.�� . � 1« _ . _ . _ - M-- - - - - - - --- - -- d •� rn ,.. G� -- __...._ -- - - ...__._ _ - - -..._-- - �ii:i:- � � N ::: � ..... \ ,.... � � ;;;:, ______________________________________ ..--:;:::___.__....__.______...._.._____.___;';ti'i;' -_. d d = N .� � ... _ � ..... _....._ .. ._ . ._._.. ,,.i.'. ................... . .. _....... .... ........ ............. W U N G � W .._ ._.... .___... ..... ............ ..... '• ._... .... :. N � N � N M d�+ C1 N � ., O `� _ � _. _......._. � _........ _ L a = N -- � \ � ., � _ ............ .......______ _. ::,_____-_________......_..____________...___________�____..___ � � ,'�� N C ::::: G e- ::::: _......_...._...,.. _ .. ..... ....................................._.__.___...... ..........._..___......................__....... � � L � N \ °� � ;�::•: ) � ;;::; rn - - - -- - - - - -- - -- - --- m = a � � ,. O ° •:: O ::: _ LL Y � , d � :: G1'�..... --_... - ___ - - - - _ - - - - L - U . _ '� '� �� . '�. � � � � � � � _ ' ' � d � ' d , , y ',d G. � ' � , ' � �S e�a v °� d +� � � '3 ,� , N o 'a m L d �, N }, � a� N '�, d a ' a ' v v � = v � = m = ' � � ; •L .� �,L,, �+ O � G> �S � � G� � .� Nl N � d C t E C � � � C +�+ y (� • v '++ c� � O °' � � � � °' ' �c � " � Q � � � a� .� � � w E �_ _ � � � F= p o o � fl. �' c � •�, � � � L = i+ U � � _ � � . � � O . O � Z � � � � � _ �� O ��. •� ��.� •_ � �. � •L S �� U . = o = — t� ' w c� cn a �a L • L � _ i� N O _ � C,� ' a � Li. 0 � L 0 N M � � f0 f� a0 m O N a - _ � „ � > � ; _ - - �:�. ,_� ;. ,� � �� ^�t. � � �'" � � E ' � " # — � —� , �� s � '� �� ;`� � — � _ — � � � ` �� J � � �� ;� ,, '� * ? �; : � x ��r � a � , �.� � , � ° � � t � T �� $�� :� ` r� ` �' � � ��{ �' � � — � '`�`t � ��;�z��"�`�,�`� �� .r�n• ' t � � �� .�5��p* � . `'exF � `�x� ��y�� * .� .�� s � _� m�"r,'�'�� ` �� r ' " .� } � �� '� � r � �,�� „*�".." � ' t �� s��fi � A, �.. = � <,� �� Y �: ,�' h�-, �s> , .�}a"kt�� g �� . a�.� `�--e r` �ti�'+�'. . '.. v: ` � P y w (` � �� t �� s;' �� ' � ` � �� `' �� '� xi . � �- ; i7 <y y��"�. � ��4�'� �pb � X¢, tyc � { n.^ �s'� �' ', �`_ � `.�� " R„ � � � �� y�{��k�.� �� S�� E" �� d`"l.� � , � _. � � q . �� 8`�f ��. �;' � � �� '��b'' ��=`�.�''"�' �{� t``� : � ' � T � _ ' '�� . ,� ky� R '"6, � `^� — ��`� .} '��`�� t"�� Y � Yr � � 3'4, S # �., r' � �� .. �' � �� y � �, �� `�' d q _ `L � . �,�, tr "�� n � � x � #�c'��ik�� '�'� ,A, - � � �� z�'�*"''�� '��• y� . '� ��,"'��°��-�� '� ^`�`� h L �- �`# L P � ' � �" rht 4i � {�.� f` � "��"'.�^_� t " �� A1Y kk � 4 _ '� $r '�� , �ti ;� �g ��`E' i �� z — M y � t i � -�i9 � F � £�� J �` ".. .�� W �?' ;7 "Y �k �, "S. :.t .n'Y t� v� � � � ��.t�� F ,.� .u� y' { � � — ' �. '��*ta . ��'�� — � � � .� �" �" } " � x - — � =_ � 4 � �#� � ��$� �� % - � � � x ��,V� ��'�� .,�� r * �a r _ �� .� �'�� '��t��`x�5�� .. ., � - � �� '`� �; - � _ t ' °�,.,'� ` " ;� . e..' _ � - � ��,�� _ ,ry � �� — � �� ,� � �i �� 'r'�£Xwa� 4m� � g i $� �! 3� g �� ;y � . - S s.�'-�`r' `A� � � � �i�3"�' � t , � g � � q �� '*��`�*�� i � .,~. � � � � � 4 "h^ '3 ./ .t � �S a � � � �,u w i" w . _ � -�e'�� ,��a` ��i�;'� '�'� �� ''t.. ;t�` , _ � � `�& � � < �-y�, �; ` — � _- �&� � a �"�' � .fst`¢�� g t 3� � � � �,� � � t� �w y5r> *r 'Sk F a.. ''�� - �� .� , ��,x � �.�-.� . r' ; � � � � ``�.� � � �� t�,y -.. ' :+ - ;��`�� € ,{ _ �� r?+�� ^gFe�� '}� +,'� � 3' � i L � � � � � �k �� . � � 3� � �, . - �� ,s.� � � g � �. �.` � � a ��'b��` i ,✓3�. a '�Z�. '�' � � �.� �. ,�"� � ' r +� ' � � �.,�,� '� h �:k � r �� }� z �� — r _ `� � r `' �'�`� i� � °f* , �'� '� r . g = � '' �" �,� � ,*� i # � �„ z� �, �� 2r� e" . _ �n�� `f � ��`�� _ - � "W �$ � �� ^t ,�.:� t't�� `E e �4. . t �� ;� � °� ,�' f �Y 1 ,t Nf.,�� t d . � p�� - .� �'�` � �` �� ,,` � !� '� t� �, � �" � , a+ - c ' �` ,,, r^,� �` � a � � �� .�� . ' � 't � � F�� .� �"� ." . - � � �� '�'�� ,.�� ^kk� ¢t '. � � �' �� , `� - _ � _ �xs � � � ��„�� S 3'�t � '... � �„ � � �. � K '� �� 7�� "'� 4 a �� '� +. 'E � � 7 � _ � � '� � .��-sz �.,q�K a -r�,`��4` ? '� .� ''��, �'� �� .� %� F. x ;� ?�� s, �-�`�+ _e� � t � i. ,� _ '—� _ �; �r'��"� � ��',�%� G �"� � , � � , �� . _ . ,��,� ,r�.� ,-��^� s �,�,�,* �. � . _ �� ` �'�c��H� �� x � T - a�* � �� "s c�, � . 'ss� � .2� � '. �� n` . . <a , �.5� ��.��? r z„ F�.�:.R�'Y�: . , :r - �-� �--�!!-�+�..: _< �-- � -�-- �_-,�,._ c� � c:3 tt +� � t n �ONSULTANT SERVICES AGREEMENT BETWEEN AUGUSTA, GEORGIA ENGINEERING DEPARTMENT AND "EMC ENGINEERING SERVICES, INC This Agreement is made and entered into this day of 2011, by and between Augusta, Georgia, hereinafter called the "City" and ., a Corporation authorized to do business in Georgia, hereinafter catled the "Consultant" Whereas, the City desires to engage a qualified and experienced consulting firm to furnish professional services for: Design and regulatory permitting professional services for Rocky Creek Basin Flood Hazard Mitigation project Whereas, the Consultant has represented to the City that it is experienced and qualified to provide the services contained herein and the City has relied upon such representation. Now, therefore, in consideration of the mutual promises and covenant herein contained, it is agreed by and between the City and the Consultant that the Consultant shall provide the professional services per Scope of Services. pMOUNT OF CONTRACT It is agreed that the compensation hereinafter specified to perform the servxces (see Scope of Services) required by this Agreement includes both direct and indirect costs chargeable to the project. A�gusta. GAEn 'ngi eerin�De�artment 1. The maximum obligation of the City to the Consultant under the terms of this Agreement shall be: $350.000.00 Total: �350.000.00 2 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements IN WITNESS WHEREOF, said parties have hereunto set their seals the day and year written below. Executed on behalf of consultant RECOMMEND FOR APPROVAL: AUGUSTA, GEORGIA "EMC ENGINEERING SERVICES, INC �� - � - / � y� Deke Copenhaver, Mayor �� 1►�Gt �A(� �� << Approved: Date �` y � �� A rove : g 1� f( pp d Date [ATTACHED CORPORATE SEAL] [ATTACHED CORPORATE SEALJ ATTEST: ATTEST: .�„�.� �` �:�p�� ,.� :; r- L a ,r* �` '�(�,'�� r � �^�` ,c e.n � °� e, �� R �J � �� C� `r t" � ° ''�''"�� d � � � � � � � ��, ' a � � , ± ' � ,� � � ' � ' C c '�'�..•_ o '� � ` o g1 � � �. Y ` °f � �` � .,. � a � . I�� - F (°.�� ( 7� ��v "� .x,�..� 4 C °i .�� a!5B� , ,�� Trtle: �: Title• �t,� ��%S� Y ' ��►u,�:�a�.��: 3 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitfgarion & Improvements � ;z � - � � t . - � � � � � ��:� - � ��,�� . � �� + �. ��' a — '�� : ��,,'� '��'. '� ' _ �' ,q, x ��.,' � �`n *� � �r� �� u �^ p � � �� t 5 � �'�+'� Y y�` - T5 - �� f � �. '��.?�`�� '�.* � � � ��, �� ' ,p�.�'��'� �'c r .� � . , .. q p -�, e ��- �., - � �.�€�� „�� '" ° � �� }� � �w �° � •° t� � �� t�� s ��,� � �� r��.��: �� '�*� ,�� " �; , �" �z � � �� .�. � x, �:� ,�� s � �� ,� � � �,. ,� � � '�-.e.��" c�' ,�,rix� - ;,i � � ,�'� .�, ��` ,��, �, ,�s � � � r . ;;�:•. �,�� i� � .�� r , � � {� �y � , x� ' � � �� { � �, �� . ` - �, - _ � � � ;.� ��r ? �,uxi � � . � , "`��` °� �'� � �. �� u�� e� � f'` �� " � � � 'r �� : � �� a,;r c„ z '�� a3� '��,, � ;. - ' +€�r � �"�M� .+ I. �� . 3 � " � . . � � ��. � �� } � } ` � . a�"�.;�'",r„ �;t� �� i �''' t; �` �.`� . .°i � �� . , � �� t � a ��,��c�� qh!q�� '�^Y �..'�.. , ,a� � �� '� . '�� 6 '+. � }�� T YA � � �� }'�Y3 �� 4 1 a'�.y� « ��A" y � . t � 4 � �'�3 �r'd. fi'g' �� }�+�' �p Y � � � � b ��t��"�#�"t*�� - ",�,�� ,�+. �.:�� ,,, ��, . �� 3�.� � � 4 � :. �*Y x �S �� #� * Y� Y S, " � _ �� f i�t ` r� ` A * i : � " � ' , �; x. . i - � � � : _ a . '�5,� w � �.i �, � �'` � � s�`�� "�} � � � � r ,t �� r� � �.� �� ' � +t ,� ' � — � q�w;.�.�� i�,-�°��f t „� �� i X;' �r ' �S � _ � .. �� „��p �. �� . , ,� "y` ; � "�'�.` — 5 �� `,;�.�§��"`*�� r�?�t� ,�r '�' _ � � � � ' �� '�� , � � ,�,�' �� ,� � � '� — . �. � � � �� — ��,�� i�� ' �. ��" �; — � _ � �� < ..��_ _ g �`�� y r �' ��`� . �'��" � x i.z� - 'f3' ��''�'" � ,� �.Y �� 1 `'�� i t�'� i �'t a. ��' � �' t � � ��, �'1- �� i �#� � � � �� a ti � � �. � ` �� ti � y � � 4�iS �M1 ,� � �14„ � .. f � i T t ` �� a�� y ��:� �� _ "�"'i'� '��,, q : .$... . � _ r` .� x � �' :�` � s ,,� ,'��.`� �� , � ' � - a,�� a � ��,�'�� t � t� �� t� r �� ."��: � � ��. _ '�� i': �� ``� .�'€"�+ k ' � , _ .��'� r: �`�� 1 �� . ��'�� t��'`�� s �, ,� � ry' C� Y � fi .� "`ciA Y E'4� , w _ � � � � �'� F.��.��.� i �!� � � �Vt�� t t " "'3 +� �� a+� ��/"�} � � �� ,Y k `� '1 - r.�,�.� a � r3 i4" .��"�.-"�i� �-,.-. .: ��. �� ,.� � � � _ __ �'+e„�� ..{ s��ss�, � "S'� �.: �«. � r f�,y. �'�.dS'�� _ �g�� 'F � �' �-� � �R y � . �� t� �,. ��, � "� . � ^,�� y � x �.'� �",� ` ; � � � �� ; .�r� �"� � ` � ' �'� x� � �*'�� f.`'� ,� - i � � ��S�a�f��i��c,x�..,� ��,�: ''� �� r.��` � � '�`a�4� �fi s �i,. " . � �� #s � � , *��ts.�� ` � 3 _ .��x��z�'�;�� x: � h _ �� `�� r�� k �: � 'y,� x� �� '�'� � � ' �`.`u �� e�'q� . ^ � � _ � a � � �-� r '' �, � � � � _ '`'��x�' ��,�� '� ? �� '��* � � � .� �,, � -- :, , 4�,.e�� f �: �`t _ � � i '�'��y� �� _� �r P t * �a r f �" #. .F � �}, �3� 4 •+ .3 , r� a,- � F:�3+,�� T�s"� y , �� — Y �' __ � � t� �� ?p¢ � i ' k � � £ _ �� - . .. ":i..x^Yi��:;�A.+�.� 5a�, `�"��w^''»4�V:r' �.:��. . . CONSULTANT SERVICES AGREEMENT ROCKY CREEK DRAINAGE BASIN - ROCKY CREEK FLOOD HAZARD MITIGATION AND IMPROVEMENTS PROJECT NUMBER: XXX-XXX-XXXX SENERAL CONDITIONS �ONSULTANT COORDINATION The Consultant shall cooperate fully with the Georgia Department of Transportation, Federal Highway Administration, consultants on adjacent projects, municipalities and local government officials, utility companies, railraads, and others, as may be directed by the City. Such cooperation shall include attendance at meetings, discussions, and hearings, as rrxay be requested by the City, furnishing plans and other data produced in the course of work on the Project, as may be requested from time to time by the City to effect such cooperation and compliance with all directives issued by the City in accordance with this agreernen� It is understood and agreed that the Georgia Department of Transportation, Federal Highway Administration and other Federal and State Agencies may have access to the work and be furnished information as directed by the City. COORDINATION WITH THE NATIONAL GEODETIC SURVEY If a National Geadetic Survey control point is found during the surveying phase, it is to be identified and brought to the attention of the Construction Manager. If it is to be affected based on the proposed design, at the direction of the Constructian Manager, the Consultant shall contact the National Geodetic Survey (NGS) advisor at the Georgia Department of Communiry Affairs (DCA) and request data on geadetic control points during the preliminary evaluation phase of project design. (Address: NGS c/o DCA, 1200 Equitable Building; Atlanta, Georgia 30303. Telephone: 404-656-5527, FAX: 404-656-9792. Consultant shall provide the NGS Advisor with a clear copy of the pertinent USGS 7.5' Quad sheet(s) showing the project location. Preliminary information, even in rough outline, is sufficient to allow the advisor to determine impact of the proposed project on NGS and USGS control points. Continued coordination with the advisor to relocate and jor preserve affected control points will be maintained throughout the project life. This eoordination shall be implemented as soon as possible after receipt of Notice to Proceed by the City. COORDINATION WITH UTILITIES Where privately, publicly ar caoperatively owned utility cornpanies will require rearrangements in connection with the proposed construction, �he Consultant shall furnish prints or reproducible for the urility awners as directed by the City and check the utilities' submitted plans far avoidance of conflicts with the road construction details or with the facilities of other utilities. This may require numeraus submittals to the utility companies. The Consultant shall also submit a final set of construction plans to all utilities. The Consultant shall make no commitments with the utilities which are binding upon the City. 1 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements If the project includes work for the Augusta Utilities (AU), the Consultant shall research all Augusta Utilities records and act on behalf of the AU to identify the existing faciiities on the submitted roadway plans for avoidance, or resolution, of conflicts with the road canstruction details or with the existing or propased facilities of other utilities. RIGHT TU ENTER The Consultant shall notify all property owners or occupants of the intent ta enter properties for the purpose of accomplishing surveys or other field investigations in accordance with the practices of the City. The Consultant shall diseuss with and receive approval from the Augusta Engineering Department prior to sending said notices of intent to enter private property. Upon request by the Consultant, the City will provide the necessary documents identifying the Consultant as being in the employ of the City for the purpose described in the Agreement If the properry owner or occupant denies the Consultant permission to enter, such incident will be reported to the City and the City will initiate such action as is dictated by current policy and procedure. ACCURACY OF WORK The Consultant shall be responsible for the accuracy of the work and shall promptly correct its errors and omissions without additional compensation. Acceptance of the work by the City will not relieve the Consultant of the responsibility for subsequent correction of any errors and the clarification of any ambiguities. At any time during the construction of the improvement provided for by the plans or during any phase of work performed by others based on data secured by the Consultant under the Agreement, the Consultant shall confer with the City for the purpose of interpreting the information obtained and to correct any errors or omissions made by i�. The Consultant shall prepare any plans or data required by the City to correct its errors or omissions, The abcave consultation, clarification, or correction shall be made without added compensation to the Consultant The Consultant shall give immediate attention to these changes so there will b� a minimum of delay to others. CONSTRUCTION MANAGER The Construction Manager or his duly appointed representative(s) shall act as the Liaison Engineer between the Consultant and the City and all utilities, and authorities or governments whose properties will be affected. The Consultant shall arrange for conferences, for exchanges of data and information, and for necessary approvals. All correspondence, data, information, and reports shall be directed to the Construction Manager to pravide for proper distribution to the parties concerned. 2 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements All conferences, including telephone conversations and decisians, shall be reduced to writing by the Consultant and at least two (2) copies shall be forwarded to the Construction Manager within seven (7) calendar days of the event. The Consultant shall meet with the City for review of the work or submit in writing a project status update on a monthly basis or as determined by the City. DELIVERY OF NOTICES t�111 written notices, demands, and other papers or documents to be delivered to the City under this Agreement shall be delivered to the City's office, 505 Telfair Street, Augusta, Georgia 30901, Attention: Assistant Director, or at such other plaee or places as may be subsequently designated by written notice to the Consultant All written notices, demands, and other papers or documents to be delivered to the Consultant under this Agreement shall be directed to or at such a place or places subsequently to be designated in writing by the Consultant to the City. SUPERVISION AND CONTRQL The Consultant shall perform the services required to accomplish the work plan as stated above under such cantral and supervision by the City, as the City may deem appropriate. COVENANT AGAINST CONTINGENT FEES The Consultant shall camply with the relevant requirements of all Federal, State, County, or local laws. The Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Consultant, to salicit or secure this Agreement, and that it has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Consultant, any fee, commission, percentage, brokerage fee, gifts, or any consideration, contingent upon or resulting from the award or making of this Agreement For breaeh or violation of this warranty, the City shall have the � right to annul this Agreement without liability, or, at its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of sueh fee, commission, percentage, brokerage fee, gift, or contingent fee. EMPLOYMENT OF COUNTY'S PERSONNEL The City has incurred considerable expense for advertising, recruiting, evaluating, training and retaining its employees. As such, Consultant hereby agrees that it will not directly or indirectly, solicit or hire any employee of the City, or induce any employee to terminate his employment with the City during the terms of this agreement, nor for a period of one year following the end of said term. Consultant may not hire, employ, or allow a City employee to provide services without the prior consent of the City, except as provided herein. 3 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements �EVIEW OF WORK Authorized representatives of the City may at all reasonable times review and inspect the project activities and data collected under the Agreement and amendments thereto. All reports, drawings, studies, speci�cations, estimates, maps and computations prepared by ar for the Consultant, shall be available to authorized representatives of the City for inspection and review at all reasonable times in the main offices of the City. Acceptance shall not relieve the Consultant of its professional obligation ta correct, at its expense, any of its errors in work. The Engineering Department may request at any time and the Consultant shall produce progress prints or copies of any work as performed under this Agreement. Refusal by the Consultant to submit progress reports and/or plans shall be cause to withhold payment to the Consultant until the Consultant complies with the City's request in this regard. The City's review recommendations shall be incorporated into the plans by the Gonsultant. RFSPONSIBiL•ITY FOR GI�AIMS AND I,IA�ILITY The Consultant shall be responsible for any and atl damages to properties or persons caused by its employees, subcontractors, or agents, and shall hold harmless the City, its officers, agents, and employees from all suits, claims, actions, or damages of any nature whatsoever to the extent found to be resulting from the Consultant, its subcantractors, or its agents in the negligent performance or nan-performance of work under this Agreement. These indemnities , shall not be limited by reason of the listing of any insurance coverage. INSURANCE Prior to beginning work, the Consultant shall obtain and furnish certificates to the City for the following minimum amounts of insurance: A. �Norkmen's ComF jncuranrP in accordance with the laws of the State of Georgia. B. �ublic Liabllitv InsurancP in an amount of not less than One Hundred Thousand ($100,000.00) Dollars for injuries, including those resulting in death to any one person, and in an amount of not less than Three Hundred Thousand ($300,000.00) Dollars on account of any one occurrence. C. Prop� Damag in�,�r-an�p in an amount of not less than Fifty Thousand ($50,000.00) Dollars from damages on account of any occurrence, with an aggregate limit of One Hundred Thousand ($100,0OO.OQ) Dollars. D. Valuable Pat��rs InsLranee in an amount sufficient to assure the restoration of any plans, drawings, field notes, or other similar data relating to the wark covered by the Proj ec� E. Professional L.iabili T InsurancP in an amount that correlates to the amount of this agreement and nature of the project. 4 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation 8e Improvements COMPENSATION The City shall compensate the Consultant for services, which have been authorized by the City under the terms of this Agreement. The Consultant may submit to the City a monthly invoice, in a form acceptable to the City and accompanied by all support documentation requested by the City, for payment for the services which were completed during the billing period. The City shall review said invoices for approval. The City shall have the right to reject payment of any invoice or part thereof if not properly supported, or if the costs requested or a part thereof, as determined solely by the City, are unreasonably in excess of the actual stage of completion of each phase. The City shall pay each such invoice or portion thereof as approved, provided that the approval or payment of any such invoice shall not be considered to be evidence of performance by the Consultant to the point indicated by such invoice, or of receipt of acceptance by the City of the services covered by such invoice. The City shall pay any undisputed items contained in such invoiees. Each invoice shall be accompanied by a letter progress report describing the total work accomplished for each phase and any problems which have been encountered which may inhibit execution of the work. The Consultant shall also submit an accurate updated schedule, and an itemized description of the percentage of total work eompleted for each phase during the billing period. Compensation for design services for the Augusta Engineering Department shall be a lump sum for each phase or item of work authorized by the City. The Consultant shall invoice based on the percentage of the work completed during the billing period. Upon completion by the Consultant of each phase of the work and approval thereof by the City, the City will pay the Consultant a sum equal to one hundred percent (100%) of the compensation set forth herein, less the total of all previaus partial payments, paid or in the process of payment except as otherwise stated below for Water and Sewer design services. Compensation for design services for the Augusta Utilities shall be invoiced based an the sum of all actual costs incurred in the performance of the work, including all direct, payroll, overhead, and profit costs in an amount not-to-exceed the compensation set forth herein for the Water and Sewer Plans Fhase. CONTRACT DISPUTES This Agreement shall be deemed to have been executed in Augusta, Georgia, and all questions of interpretation and construction shall be governed by the Laws of the State of Georgia. All claims, disputes and other matters in question between the Owner and the Consultant arising out of or relating to the Agreement, or the breach thereof, shall be decided in the Superior Court of Richmond County, Georgia. The Consultant, by executing this Agreement, specifically consents to venue in Augusta and waives any right to contest the venue in the Superior Court of Richmond County, Georgia. 5 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mfrigation & Improvements CONTRACT TER INATION Pursuant to O.C.G.A. 36-60-13, this Agreement shall terminate absolutely and without further obligation on the part of the City at the close of the calendar year in which this Agreement is executed and at the close of each succeeding calendar year for whieh the agreement may be renewed by the parties hereto. This Agreement shall nevertheless automatically be renewed unless the City provides written notice to the Consultant of its intention to terminate the Agreement at least thirty days prior to the close of the calendar year for which the Agreement is presently effective between the parties and/or has been renewed by the City. This Agreement shall obligate the City solely for those sums payable during the initial term of execution or in the event of renewal by the City for those sums payable in such individual renewal terms. Notwithstanding the foregoing language, the Consultant agrees to continuously render the professional services specified by the Agreement to the City for such terrns or renewal terms as are effective pursuant to this Agreement and for which the City agrees to pay in accordance with the terms of the Agreement or any future amendments thereto. The City may terminate this contract in part or in whole upon written notice to the Consultan�. The Consultant shall be paid for any validated services under this Contract up to the time of termination. �'ERSONNEL The Consultant represenCs that it has secured or will secure, at its own e�cpense, all personnel necessary to complete this a�reement, none of whom shall be employees of, or have any contractual relationship with, the City. Primary liaison with the City will be through its designee. If the project includes AU work, the Consultant shatl identify, in writing, a water/sewer project manager responsible for direction and coordination of this portion of the project All of the services required hereunder will be performed by the Cansultant under his supervision, and all personnel engaged in the work shall be fully qualified and shall be authorized or permitted under law to perform such services. All professional personnel, including subcontractors, engaged in performin� services for the Consultant under this agreement shall be indicated in a personnel listing attached hereto as Exhibit "A" and incorporated herein by reference. No changes or substitutians shall be permitted in the Consultant's key personnel as set farth herein without the prior written approval of the Director or his designee. The Consultant shall employ in responsible charge of supervision and design of the work only persons duly registered in the appropriate category; and further shall employ only qualified surveyors in responsible charge of any survey work The Consultant shall endorse all reports, contract plans, and survey data. Such endorsements shall be made by a person duly registered in the appropriate category by the Georgia State 6 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mirigation & Improvements Board of Registration for Professional Engineers and Land Surveyors, being in the full employ of the Consultant and responsible for the work prescribed by this agreement. CONFIDENTIALITY The Consultant agrees that its conclusions and any reports are for the confidential information af the City and that it will not disclose its conclusions in whole or in part to any person whatsoever, ofiher than to submit its written documentation to the City, and will only discuss the same with it or its authorized representatives. Upon completion of this agreement term, all documents, reports, maps, data and studies prepared by the Consultant pursuant thereto shall become the properry of the City and be delivered to the Director of Engineering. Articles, papers, bulletins, reports, or other materials reporting the plans, progress, analyses, or results and findings of the work conducted under this agreement shall not be presented publicly or published without prior written approval in writing by the City. It is further agreed that if any information concerning the project, its conduct, results, or data gathered or processed should be released by the Consultant without prior appraval from the City, the release of same shall constitute grounds for termination of this agreement without indemnity to the Consultant, but should any such information be released by the City or by the Consultant with such prior written approval, the same shall be regarded as public infarmation and no longer subject to the restrictions of this agreement. ASSIGNABILITY The CONSULTANT shall not assign or transfer whether by an assignment or novation, any of its rights, obligations, benefits, liabilities or other interest under this Agreement without the written consent of the CITY. AUDITS AND INSPECTORS At any time during normal business hours and as often as the CITY may deem necessary, the CONSULTANT shall make available to the CITY and/or audit representatives of the CITY for examination all of its records with respect to all matters covered by this Agreement. It shall also permit the CITY and/or representative of the audit, examine and make copies, excerpts or transcripts from such records of personnel, conditions employment and other data relating to all matters covered by this Agreemen� The CONSULTANT shall maintain all books, documents, papers, accounting records and other evidence pertaining to costs incurred on the Project and used in support of its proposal and shall make such material available at all reasonable tirne during the period of the Agreement, and for three years from the date of final payment under the Agreement, for inspection by the CITY or any reviewing agencies, and copies thereof shall be furnished upon request at cost plus 10%. The CONSULTANT agrees that the provisions of this Article shall be inciuded in any Agreements it may make with any subcontractor, assignee, or transferee. � AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements DRUG FREE WORK PLACE CONSULTANT shall be responsible for insuring that its employees shall not be involved in any manner with the unlawful manufacture, distribution, dispensation, possession, sale ar use of a controlled substance in the workplace. For purposes of the policy, "workplace" is defined as CITY owned or leased properry, vehicles, and project or client site. Any violation of the prohibitions may result indiscipline and/or immediate discharge. CONSULTANT shall notify the appropriate federal agencies of an employee who has a criminal drug statue canviction for workplace violations. CONSULTANT may require drug or alcohol testing of employees when contractually or legally obligated, or when good business practices would dictate. SUBCONTRACTING The CONSULTANT shall not subcontract any part of the work covered by this Agreement or permit subcontracted work to be further subcontracted without the CITY's prior written approval of the subcontractor. The CITY will not approve any subeontractor for work covered by this Agreement that has not been recommended for approval the Construction Manager. DELIVERABLES The tracing, studies and all other documents prepared under this agreement shall then be submitted ta the Augusta Engineering Department, whose property they shall remain, without limitation as to their future use. All tracing cloth, mylar paper, computer software and other materials required for the plans, supplemental specifications, special provisivns and computations shall be furnished by the Consultant. The Consultant may be required to provide project drawings and files at any time as requested by the Augusta Engineering. Data collected for this project will be property of August Engineering Department In additions to required hard copies submittals, selected Firm or Team will be required to provide Augusta Engineering Department one electronic (editable) copy of all documents and studies, supporting raw data, environmental data and analysis, geatechnical data and analysis, hydrology and hydraulic studies, design plans, construction plans and constriction standard and specifications. Electronic copies shall be submitted in respective software and compatible with Software used by Augusta Engineering Department The Consultant shall include appropriate level schedules, documentatian, and assistance to the Augusta Engineering Department to read, interpret, and effectively utilize the computer files. s AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mirigatian & Improvements -� � �� ',� � }, � —�— F� � �� — �� '� � �� ` � �� - ,:� � � � � � s �� °� �� `��'"�` u: � �� "x ��'�_ � � . � � � �� p � �'�� a �� . :� �� "�_� �� '� ��,,,��` ,�„�t� ��,�'�"r� . �dv> F �"�'�'"�� .� — .y °� `� � �."�'� � ��,�: � '� ; . � �a � . { � pm Sg 3 �y, � X'& L.5 �` �' ��F� 3��'�'��t �� `�" s �`��u ,� '+ ` � - � -s�� .. ,+� '� : ,, � ��; � �� '� u��° � �,.� = �' 'i ' } i i t �'� ��",. . p ' i � , s � y � �� ` ��n t j (1 � �, � � � * � �� " „ � �� ','��:�� y��;�, � — � � � �,� �, , , � � �: � �� l 4 � yr q+x � S`3 - � � � _ ��c �� 8»� - � y A#. ' � �{�� "a' ` �f � � ,{�` '�4 ��, �i �` '. _ �� "�-�'Q�' �" S# �� -- �` � £ '��',.„,.�..� � � � �� i'' � � � � y.w� �,� � �' � � �. . 3'� "' � � 1� v�.� ��g.,� ,�. � �^"„� - � -� 4 � s � _ �� ~ �� — ��v :,t � � t ' -5 � �� '�' i' � �w�'`�.�`� . �p � Y k �'+'t-+ a.. . �� ° � }�� `�$ �' �, {�� + ^�qy � � 'fv — — � �.�� " � ci. G �1 � _ _ �� :; �� .- ��.� — 4 �'�: � � � p� �� 7 � µ - — �� k �� " . � R _ ��i�� S. �� a �� — s,� �' � � __ '`" ' � � ��:� �:.. � � }�'� ;� � � __ y .� � �� '`�� -'` " �'�� '� � ��"�� r �- � � ' `� � ,�� - � �< 'as�. K �'�, . - E �'�g A�" � �a' S �, ��,f x � � f p � _ � ��' .`� �� _ 3��.'��+3 ��it � � . 'i � �^'`'�' � �s'' r � _ ��5�� . sc� "�.'`,,, � w P �� ' a � -- �r '� *" �� - � ' � � - - t��t �`� " �� '��< � , � , � — T �� `� ��" '� � � — �� ,�G 3 y ��d _ � � � � ..�� A � � �� :{ � t1 � � � — x . . {[�I�. , m.. .a RFQ Item # 10-0199 '� �� Rocky Creek Drainage Basin & Flood Hazard Mitigation ° J° a° �" SECTION 4- ATTACHMENT "B" - NON-COLLUSION AFFIDAVIT . i- -:2� G E O R d I A AttacLment B Listed below is a consolidated listing of the Statement of Non-Discrimination, Non-Collusion Affidavit of Prime Bidder/Offeror, Conflict of Interest and Contractor Affidavit and Agreernent. Please complete, date, notaHze and return pages t of Attachment B with your submittal. Statement of Non-DiscrLmiant[on The undersigned understands that it is the policy of Augusta-Riclunond County to promote full and equai business opportunity for all persons doing business with Augusta-Richmond Caunty. T'he undersigned covvnants that we h�ve not diseriminat�, on the basis of race, religion, gender, national origin or ethnicity, with regard to prime contracting, subcontracting or partnering opportunities. The undersigned covenants and agrees to make good faith effarts to ensure m�ximum practicable participation of local small businesses on the bid or contract awarded by Augusta- Richmand County. Tb.e undersigned further covenants that we have complcted truthfully and fully the required forms regarding good faith efforts and local small business subcontractor/supplier utilization. The undersigned further covenants and agrees not to engage in diseriminatory conduct of any type against local small businesses, in conformity with Augusta-Richrnond County's Local Small Business Opportunity Program. Set forth below is the signature of an officer of the bidding/oontracting entity with the suthority to bind the entity. The undersigned acknowledge and warrant that this Company has been made aware of understands and agrces to take affirmative action to provide such companieS with the ma�cimum practicable opgortunitics to do business with this Company; That this promise of non-discrimination as made and set forth herein shall be cantinning in nature and shall remain in full force and effect without intemiption; That the promises of non-discrimination as mads and set forth herein shall be and'are hereby deemed to b� made as part of an incorporated by reference into any eontract or portion ther�f which this Company may hereafter obtain and; That the failure of this Company to satisfactorily discharge any of the promises of nondiscrimination as made and set forth herein shall constitute a matezial breaeh of contract entitlin� the City of Augusta to declaze the contract in default and to exercise any and all appli+cable rights remedies including but not limited to cancellation of the contract, termination of fhe contract, suspension and debarment from future contracting opportunities, and withholding and or farfeiture of compensation due and owin� on a contract. RFQ 10-199 Rocky Creek Qraf�a� Bas{n 3 Fiood Ha�M MItk�Ation RFQ Item # 10-0199 � -�i�—u- Rocky Creek Drainage Basin & Flood Hazard Mitigation a' o R a, e Attachment B- Page 2 of 3 Non-Collusion of Prime BidderlOfferor By submission of a bid, the vendor certifies, under penalty af perjury, that to the best of its knowledge and belief (a) The prices in the proposal have been arrived at inde��endently without collusion, cflnsultation, communications, or agreernent, for the purpose of restricting competition, as to any matter relating to such prices wsth any other vendor or with any competitor. (b) Unl.ess otherwise required by law, the prices which have been quoted in the praposal have not been knowingly disclosed by the vendor prior to opening, directly or indireetly, to any oth�r vendor or to any competitor. (c) No attempt has heen made, or will be made, by the vendor to induce any othcr person, partnership or carporation to submit or not to submit a proposal for the purpose of restricting comp�tition. Collusions and fraud in bid preparation shall be reported to the State af Geargia Attomey General and the United States Justice Department. Conflict of Interest By submission of a bid, the responding firm certifies, under penalty of perjury, that to the best of its knowledge and belief: 1. No circumstances exist which cause a Conflict of Interest in performing the services required by this 1TB, and 2. That no employee of the County, nar any member thereof, not any public agency or official affecteci by this 1TB, has any pecuniary interest in the business of the responding firm or tus sub- consultant(s) has any interest that would conflict in any manner or degree with the performance retated to this ITB. By submission of a bid, the vendor certifies under penalty of perjury, that to the best af its knowledge and belief (a) The prices in the bid have been arrived at independently wi#hout coliusion, consultation, communicarions, or agreement, for the purpose of restrieting competition, as to any matter relating to such prices with any other vendor ar with any competitor. (b) Unless otherwise required by law, the prices which have been quoted in the bid have not knowingly been disclosed by th�e vendor prior to opening, directly or indirectly, to any other vendor or competitor. c) No attempt has been made, or will be made, by the vendor to induce any other person, partnership or cooperstion to submit or not to submit a bid for the purpose of restrieting competition. For any breach or violation of this provision, the County shall have the right to terminate any related contract or agreement without liabiiity and at its diseretion to deduct from the price, or oth�rwise recover, the fiill amount of such fee, commission, percentage, gift, payment or consideration. RFQ 10.198 Rxky Geek Dreinage Basin & Flaod Hazanf Mir�tion RFQ Item #10-0199 c.�'��-> �_ Rocky Creek Drainage Basin & Flood Hazard Mitigation a' o R°� � Attachment B- Page 3 of 3 Contr�ctor Affidavt# and A,.¢reement By executing this affidavit, the undersigned contractor verifies its cornpliance with O.C,G.A. 13-1Q- 91, staring affirmatively that the individual, firm, or corporation which is contracting with Au�usta Richmond County Board of Commissioners has registered with and is participatin� ir�. a federal work authvrizarion prograin* [any of the electronic verification of wark authorization programs operated by the United States Department of Homeland Security or any equivalent federa! work authorization program operated by the United States Department of Hom�land Security to verify information of newly hirod employees, pursuant fo the lmmigration Reform and Control Act of 1986 (IRCA), P.L. 99-b03), in accordance with the applicability provisions and deadlines established in O.C.G.A 13-10-91. The untiersigned further agrees that, should it employ or ccintract with any subcontractor(s) in connection with the physical performaric�e of services pursuant to this contract with Augusta Richmond Cpunty Board of Commissioners, contractor will secure fram such subcontractor{s) similax verification of compliance with O.C.G.A 13-10-91 on the Subc�ontractor Affidavit provided in Ruie 300-10-01-.0$ or a substantially similar form. Contractor fe�rther agrees to maintain records of such compliance and provide a copy of esch such verificatian fo the Augusta Richmond County Board of Commissioners at the time the subcontractor(s} is retained to perform such service. Georgia Law requfrss your company to have an E-Verify`Us�r idsnttfication Number on or after July 1, 2009. For additional information visit the State of Georgia website: httas://e-verify.uscis.qov/enrolV and/or htto://www.dot.state.aa.us/adfhules/30Q 1Q 1.�rdf 324745 E-VerYfy * User ldentlification Number The undersi�ed further agrees to submit a notarized copy of Attachment B and any required documentation noted as part of the Augusta Richmond County Bo�rd of Commissions specifications which govern this process. In addition, the undersigned agrees to submit all required forms for any subcontractflr(s) as requested and or required. I fnrther understanii that my submittal will be deemed non-compli�nt if any part of thfs process is vialated. EMC Engineering Services, Inc. Company Name %�'�-t��---- BY: Authorized Officer or Agent (Contractor Signature) Augusta 8ra Ma Titie o�f Authorized Officer or Ag�a� �t'of Cantraetor Robert L T�tus, PE Printed Name of Authorized Off'ieer or Agent � SUB RlBED AND SWORN BEFOR� ME ON THIS TNE _��DAY OF , 20�� J t �J NiOTAR7 S�AL Notary Public My Commission Expires: �Y COi91TItiS81011 EXR�T9$ Q�• 14, 20�$ Please complete, date, notarize and return pages 1-3 of Attachment B with your submittal Rev. 11 /13/Q9 RFQ 10-189 Rocky Creek Dreinage Basin & Fiood HazaFd Nlitiganan � �� RFQ Item # 10-4199 a' o a a► e Rocky Creek Drainage Basin & Flood Hazard Mitigation SECTION 5- ACKNOWLEDGEMENT OF ADDEIVDA �' - :�� G E` O R G I A BIDDER'S FORM/ACKNOWLEDGEIIAENT OF ADt�ENDA� City of Augusta Procurement Department 53U Greene Street, Su+te 605 Business Locations: (Check One� Augusta, Georgia 30901 Augusta Richmand County AITN: Procurement Director � Name of eiaae�: EMC En�ineering Serv�ices, Inc. sc►�gt Aadress: 4106 Cofbern Blvd Suite 105 c�ty, stete, z�P coae: Evans, Georgia 30809 Pnone: �7061650-3057 F� (706) 650-9631 Ema;erobert titus�emc-eng.com City Licen�se Requl�ement: Contractor must be licensed in the State of Georgia or by the Governm�ental entity for which they do the majority of their business. Do You Have A Busi�ess License? Yes: _,,(_ No: �icensed By what state. ctt,r � coun�y Georgia, Evans, Calumbia Caunty Business License #: 31058 Fed Tax td #: 58-1339313 Ack�owledgement of Addendum: Check and Initial the appropriate box: Addenda 1 Initial Addenda 5 Initial Addenda 2 lnitfa4 Addenda 6 initial Addenda 3 Initial Addenda 7 initial Addenda 4 I�itial Addenda 8 Initiat THE UNDERSIGfVED PROPOSES TO FURNiSii THE FOLLOWING 1Ti��4iS IN STRICT CONFORMANCE TO THE BID/RFP/RFQ SPECIFICATIONS AND BID/RFP/RFQ INVITATION ISSUED BY THE CtTY OF AUGUSTA FOR TH1S BIO/RFP/RFQ ANY EXGEPTIONS ARE CLEARLY MARKED IN THE ATTACH�D COPY OF BID/RFPIRFQ SPECIFlCAT.IONS; Signature: J�-�' "" ��' Date: Decembe� 29, 2010 THIS FORM MUST BE COMPLETED AND SUBMITTED WITH YOUR SI3BMITTAL REV.il/13/09 RF4 10-199 Radcy Craek Drainage Bastn 8 Flood Hazard MiiigaHpn �:l 1:'i.; ;_"lc-�=�=,'::�::::e � . � �-' � a ��__� :�° � A �_�� ..�� STATE OF GE�RGIA - COUNTY OF RICHMOND B�D�FP�F� "�� SUBCONTRACTOR A�FIDAVIT By ex�� this affidavit, the undersignec! subcontrac�or verlfies its compli�nce with O.C.G.A.13-10-91, stating affinnativety that the indiv�ual, firm, or corpwa�on wh�h is sngaged � the physlcal perfom�ance of services under a c�ntract with �(�1 C � on behalf of Aupusta Ridimond CouMy Boarci o� Commissionera has ►�istered with nd is pa 'pating in a federal wark authorizatio� program` [any af the electronic verificatbn af work authorizati�n programs operated by the Unit�d States Department of Momeland Security or any equivaient fede�a{ work autharization progr�m operatted bY the United Stat� Deparb�nent of Homel�nd Security to verify information of newly+ hired e�byees, pursuant to the Immigratlon Reform and ConMal A�ct of 1986 ([RCA), P.L. 99-603J, in acxordance wl#� the appitcabiltty provisiorts and deadlNtes established in O. C. G. A 13-10-91. I��ni2 E-Verity ` User ldeMificatlan Number � r �-n�n a� onn.� 1nc ompeny Name ' BY: Authorized Officer or Agent (Co�ctor Sigoatu ) v� p .�,J , d en� Ti�e of Authori�ed Officer or Agent of Cantractof Gaoryia La�w roqulns your wmpany to haw � � �(�, f ��\ , i � „ E� ssr {d�r�tificsl�a+ Numbir at a af� JWy �h Printed Name of Authori�ed Offis�r or Agent SUBSCRIBED AND SW4RN BEFORE ME ON THIS THE For additional infarmation State of Georg�a htt u�h��r d�.. �.�t� fla ua�odf/ 10 1 .�.j� htbs://e-verifv.uscis.s�av/�rolU �,_ DAY OF � r� I , 20� SARAN CHUMLEY Nntary Public, Effingham CouMy, GA No ry. Public My Commission Expirea Octobe� 9, 20t t My Cr�rr�ini�sgio� �re� �� L NOTARY SEAL t� �b iF th�aro are no subcont'acti�g opportunitias tha fam must bo executad (write N/A. s19n, dato and notarlu). Note: The succsssfu! vendbr wll! subnrtt the above form ta ths P►ncuremant Deparbnent no Iater than tive (5) days after recelving the "Letter of Recommendation" (Ve»afor's letler w/lf afenofa �e d�Ee tomis are to be r+scelved) REV.1/aA/10 RF� Rem #10-199 Rodcy Creek Oraino�ie Basin 8 Fbod Hazard Mitlgatlon Pape 2 of 5 2� APR'ii aMi1:41 . �r,.—....-" :i': ` ~ • �t y � e , r,'.��:-� :�: :r,� � �... , ._ ,.. .. . � r (3 '�'� '� - .� M acoorcfance wifh tfie Laws � G�rgie, the foltanring affldavit is required by afl vertrbrs NON-COLLUSION AFFIDAVIT OF SUBCONTRACT4R I, TQtat 'rn(ALy1C1��5 certiiy tl�at tl�is bid or proposal is made without prior understandtng, agroement ar connectbn w�th any cor�ra�on, �mn or per�n submitting a bid for the ssme v�kk, labar or service �a be done ar �e sup�ies, materiak or equlpmerrt to be fumished and is in all respects fair arad without collt�i+ar� or fraud. I understand cc�lusive �ddMg is a viotation of skate and federai law a�d can result in fines� Prison senMrx:�sa and civit damag� awards. l agroe to abide by aH c�nditions c� this bid or propoasl and cer4fy that I am �u�ed b sign this bid or proposal for the bidder. Affiant fu� s tes that �.r�uan to O.C.G.A. Section 36-91-21 (d) and (oj, �4.'�GG_��t� n d�; n�n� "�j c has not� by itself or with others, directly � lndirecUy. prevented cx attem�ed ��event com petition in such bidding or proposals by any m�s whetsoever. Afflant ftxthef states that (sjhe has n� prevented or endmavor� to prevent anyrane hom making a bk} or affer o� tF�e Wnl� bY �Y means whatev�er, nor has Aff�arrt caused or induc�d ano�her to withdr�w a bid or offer for the wak. Affiant fwll�er states Mat tfie said offer of R� er �n�lpi� n. �-; c�.x� I Z� is bona fide, and that no one has gvne to any supplier and attem to t such r ' ~ "� P'� � Person or c;an►pany to fumish tfie meterials to �e bic�er on�r, of if fumished �o an�t a�ther bid�r, fhat the ma�risl shalt be at a higher price. s� �atu of Authc� Re ,, r�t�tive �9 P�Y P�� V �CL i fE S ►��n� Title Swom to and subscribed before me tfiis ,_,,�„�ay of }- T_�� , 20„j� Notary Signature Notary Pub�c: _�Q� C,� '2� (Print tVame) SARAH CHUMLEY (" Notery.Pubtic. �fiinqnsm Cpmty. QA Caunty: �� t�t nQ�QM My Commiss�on Exp�roa Octaber g. Zt � Commission Expires: �bU 7�aU� f NOTARY SEAL If thore aro no subco�ting opportunities the form must bo executad (w�e I�A, sign, date, and nots�lze ). Note: The succ�:sful v�cb�^ wlll su6mft fhe above farm ta the Procurement Department no lai�er than ti�ro (5) daya after recefvfng the "l.etter of Recom/nendatfon" (Vendor's letter wifl derwte the dafie fo�ma are to be recslved) R�v.1MQM0 RFQ ltem #10-199 Rodcy Creek Dnainoge B�sin 8 Fiood Hanrd ANUn��bn �: �' � � � y� a e �` N � ` � '� �k d 2 �� Z � � ++ e � � � � '� � C m � �� y � # � � V � � m � (p � � � � � � � �$ � � C � � � m�� Q Q Q � � a W � �.j� � Z �Z Z �± � '� ,� � LL '� Vi o y ^� � �� Z� a .� , � �� g = � �� b w �� a �� Z Z Z � � �� a � m g � _ � o W � � � � m � Z�� • q+ � Y a� m m�� W � �� °� � E c �� W _ � � �- � � � �d m g w � � '" � y � •� J m � _ �� 1� �� 1�0 � �w • � �� V Z � � � �� w u �,�e m � Jm � V � � .'k 'p � O � �� Zr v /0 a C Z � ai �� 2 2 Z � fL . G � � � � �5��m��. o R °� �� a o�g � �� a� � � c �� N o� �� V� � �_ �^ �� m � �l v �� m � �� N s . y �� z �— �,b' � � - � � �, a� � � � y w �� = m 0 � J � � � � A � •� ,�,_ � m � � � � �� " � � � � �� 3 � � #�� om � o W .� �. = U mc 0 � � � °' w � � �� y � � m � � � � vJ a � o � - d � o 'E •d � � � F'�- � � J �$., � � F� fA o � C a► m U � � .S � O > Z �� ,. � m f%� Z � � � rn �' � �� a�i � ° � 'o � � � o E ' � d 8 o Q � � �9 r ,�' d� z w � � c v � '� � m' � n� � d � . � � � � C m � ? � � C • V �: y' � � � d w .� � � � Q V ` !0 C � Z � � � � � Z � C � t7 — � �' � �" c � � c � 'o � z � � � $ � °� Z �' Z - mz� � ,;. g � o a �� Q � � �N � z � � �N � � a �� w w 3� C1 d 2 � � _ •. vm � p, � tn � � `� «� .,m, O O� � °C `—° �� ° � c • w W � i.. � C m �5 � ��g Q W °'��^' ,�'� a m m� a at9 mta � v. � �'a'+ � a+ �a � � � �� c ' m � o E o > � � o} v�i � _ � � � m a �� m Z r�. a +� g V � � C� � N � i�i (,� � � df a � 0 � � � � Q e � a £ � G �� o Z a 0' dw � O� ° � $� c� vm � m o a p m � a Z' ( w ,F O ''' �c Iq = J � � p v C � � �� , � �� o, a' � _� � 3 �� v1 —� Z Q � a, o � � � �d � a -J £ � y � � � � � '� � � � = m � Q m � ! 4 � � .... s � G � O � � m � v C �� o e � z m � � � � C �� Q o a w � � � � c. a�i z � APPENDIX A STANDARD SPECIFICATIONS S.�i�E$L� The Consultant shall become familiar with the iatest, as determined by the AED, the American Association of State Highway and Transportation Officials' Uesi�n Man�als for rt rial Str�ppts. Rural Urban an �nterst?te Hi�h 7��c including those standards adopted by the AASHTO and approved by the Secretary of Commerce, as provided by Title 23, United States Code, Section 109 (b), with the City's and Georgia D.O.T. Standards, Procedures, Plans, Specifications and Methods, with Federal Highway Administration procedures relating to plan review and approval, and shall produce plans in accordance therewith. DESIGN SPECIFICATIONS Design for bridges and other structures shall be in accordance with the American Association of State Highway and Transportation Officials', hereinafter referred to as "AASHTO," Desi�n peci eations of � 992• AASHTO Standard S�ecifications far Horizontal Gurved H�ghw,�v Bridgec� AASHTO Standard Snecifications for StrLrtLre Sup,ports for Highwav $�gns. Luminairs anrl Tr� �, current edition; and AASHT� Guide for Selecting, Locating and Designing Traffic Barriers, current edition. Traffic engineering shall be performed in accordance with procedures outlined in the I-�' �v r� Ca�acity Manual. Current Edition. The lighting design shall be in accordance with the AASHTO publication, An Informational GLide for Roadway�g�,� current edition, and the Standard St�ecifications for Roac� and Brid� Construction. 1983 editian, as modified by Supplernental Specifications and Special Provisions, current editions. On facilities where driveways are included, the Consultant shall become familiar with the Georgia D.O.T. regulations and procedures and shall produce plans for upgrading driveway control. CONSTRUCTION SP�GIFIGATIONS The plans shall be in accordance with the Georgia D.O.T.'s �tandard Specifications for Cons ction af Roads and Bridgg= as amended. The Consultant shall have access to the Georgia Standard Construction and Materials Specifications for use throughout the Project. PLAN SIZES Preliminary plans for roadways, bridges, and walls may be pencil drawings on paper having outside dimensions of 24" by 36" with 1-1/2" margin on the left and 1/2" margin elsewhere. A-1 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements All final construction plans, shall be black ink drawings on 3 mil thick mylar with matte finish on both sides, of reproducible quality, having the same dimensions as the preliminary plans. CONSTRUCTION Pi.AN RFp�IRE*�L*?Tc Detailed requirements for the construction plans shall meet the criteria set forth in the Augusta Public Works and Engineering Department Plan Preparation G�idelines The plans shall be fully dimensioned; all elevations necessary for cor►struction shall be shown similar to the GDOT's normal practice. They shall include a fully dimensioned geornetric layout to permit staldng in the field without additional computation by the survey party. Ufility locations and methods of attachment shall be shown. Utilities to be carried on bridges will be established by the AED. In steel construction, the sizes and overall dimensions of inembers, their exact locations, the number and arrangement of fasteners, fastener spacing, welds and other details necessary in preparation of shop detail drawing shail be shown. In concrete construction, the location of all reinforcement shall be shown and the plans shall include complete schedules of straight and bent bars with bending details. The Consultant shall check all details and dimensions shown on the plans before they are submitted to the AED for review. Roadway plan sheets shall have the existing topography on the back of the sheet to permit manual revisians to the front of the drawing, using a screening process producing 85 lines per inch with 50% light Existing topography may be plotted in ink if this gives a screening effect acceptable to the AED. Topography shall remain fully legible when plans are reduced in size, but shall be less prominent and readily distinguishable from proposed work. Profile sheets shall have the existing ground line plotted in ink on the sheet. Utility plan sheets may be the same material as the roadway plans. COMPUTATIONS All design computations and computer printouts shall be neatly recorded on 8-1/2" by 11" sheets, fully titled, numbered, dated, signed by the designer and checker and indexed. Two copies of these computations, and the computer input and output, fully checked and appropriately bound, shall be submitted to the AED with the plans for approval. A complete tabulation of the drainage analysis along with the calculations used to determine the size of drainage structures shall be submitted to the AED with the construction plans for approval. A-2 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements The tracings and all other documents prepared under this Agreement shall then be subrnitted to the AED, AED or AU, whose property they shall remain, without limitations as to their future use. All tracing cloth, mylar paper, and other materials required for the preparation of the plans, supplemental speci�cations, special provisions and computations shall be furnished by the Consultan� The Consultant shall submit to the AED, in electronic ACAD and Microsoft versian, one capy of all computer files depicting graphics, database details and design for the drainage improvements, and road design data, created as a result of the design process. The Consultant shall include appropriate level schedules, documentation, and assistance to the AED to read, interpret, and effectively utilize the camputer files. The Consultant may be required to provide project drawings and files at any time as requested by the AED. The drawings and files (hard ar electronic) requested by the AED shall be within the Scope of Work as defined herein. Graphics files shall be provided in AutoCAD, DXF, or Intergraph (IGDS) forma� If the project includes AU work, the Consultant shall provide drawings in accordance with the utilities chapter of the AED � Prenaration G�idelines NUMBER OF COPIES OF SUPPORTIN DATA QUIRED Except as otherwise provided herein, the Consultant shall submit all documents, reports, special provisions, sketches, design notes, and all other required or necessary support data to the AED in duplicate. PROGESS REPORT AND SCHEDLILE The Consultant shall report to the AED on suitable forms approved bq the AED the status of work and schedule on the 25th day af each month during the life of the Agreement. PROFESSION�L- ENGINEER �PpROVAL All construction plans and documents designed, detailed, and furnished by the Consultant for the AED shall bear a valid Professional Engineer Stamp. All plans submitted to the AED for review shall have been checked by the Consultant prior to submission. ECONOMICAI, DESIGN The Consultant shall make every effort to provide the most economical design. The Consultant shall consider construction problems and sequencing in the design. The Consultant shall meet and discuss economic considerations and construction staging with the AED prior to final design. A-3 AED-CSA Rocky Creek Drainage Basin- Rocky Creek Flood Hazard Mitigation & Improvements APPENDIX B SURVEY SPECIFICATIONS �NTRODUCTI4N I. Project Control A. Vertical B. Horizontal Control Traverse C. Project Control Monuments II. Database A. Method B. Accuracy C. Scope III. Right-of-Way Surveys A. Research B. Field procedures C. Resolution IV. Right-of-Way Staking � v. Consultant Safety Requirements B-i AED CSA — Wilkinson Garden Area Roadway Drainage Improvemeats — Mar 09 �� 8 �� '}" x '' � ".;t � �� `, � �� ` � ' ' ��^� � � �' � , � ��, � � �. � � �� F,� 4 � �� '� 4 � � ��'�i�k�� '� � '4�e` � � ��€i�p '�4x �'., �' � ; — � �� ' � ��R � �� x �t" �s�� s ��a� � � A� �� s � � �'��`�;��'�� ; �� $ t:� s+� , � .v; t '� — kP t� ,�� . � � �� p �� " � . � � �` r � � 1"� �� ,g � �� y �" �,[Y �7 � . T*' ,Y �"� "� � � " � �'� * ' s" ` � . . `� +� g ' �''� y HY. � 'fiY�'' "`� ; . �`� _ —� �� g � , ��'� .r��d�.c �,�L l — � ��'� ��.J"�`�`"� � � �r � �. �''rt' �� E�1' �. � ' r m�' s '2 M � ��• �`� '� � � T € y � �£1 't �' y�� f �k� � k' � � � ' � � � � r C� , '� *r �� , �` �� .. . V'� .� � _ �4 ° � �� - � . '� �,�`., g� ��,� i� a�" x Y, . � �� .�� y m� r �r� �_�,� �� R �} } ^�'' +�i�� , � . ... . ,.,- . � � � � ` � � �"�;��,��z �� ` '��'� � E - � � � � . �� `�� '� s e� � f �`� � z��t �� — "�'�`�',°�� `� # � � � � �� ^� � 'j�` ��3e;`a`k � �� ' - — � „ �. '�� : 'r., `` � �,��` �` �� µ'�,,�t.y� :i .�� ., x .F ,. g .. , . _ _ 1 ,�-� � ��'+�.�c'k � E��'" _ ��'� �� r� �� _ �,�� dY�,z' � �� ..< �� ;`+ y. - �s ��+�, �� 4� �.' ' � � '�° a ° � � _ � �, f k �� 4� ` — ��' �� _ � �� > � ��„�� 5+�3� � �y 5� y y� . � i �.14 � _ ' �� }'�' �� '� yr�, f 4 ��„{� ,k,'� �' �. 1 P �— `�'�`4" y� �. � ��,� �.�v. � y�- ' 1 � _ _ �-.��r� �:�� F^..��' "i � _ �� '� � �i ,�� . � g � ts, �t �� y � � = `✓��:Ky� + � ,Ti� � � �'.��,_, , L- ,. 3 ". _� _ '�� ; �� 4 ` � _ - � � ��" x� , � .� � ' �. � + ,. � � � � � � �� . �� a�� fr ��. � 2 3 f � � rt � � . y � � �� "` �� f �� , � �, . �,r � � �� .� 5,("'+ 4 . � 3�'{'� �'"F f �",,s,,�m�tflu �, � . .r � ^,{-� ��a�� + ,� :�1: � _�;� ��%`�� .�.�� "� — 2 ��.,,� `� �.�g� ? � � � ��''�`� � �' ��` `� _ g' x�«r-� �� x �' -.. � �' �#�� "��7� . ' � � � _ �� y � , . � k � ��^t1 — �3� - �».��,.n, � q' � �q �Y, �� __ "� 8q� Y .; t . � � � � � - 5 ��a� .. y S,�;F _ t� � x � ' .a' �� . $��" 't � .�� .� �.��x�,�� 4 � 1 e k — � ,"{� � T �, , � ��. Xr'� y �. ��. � ��`�'�� z z g ��fi'�'�'�.��8� °, �da+ #�, j - i � � � �'"� -. 'A�1` �"�, s �J`�� . ' . _ �� 3� _ ��'�� ' � y _ _ �. �.,;� �. ��"�zu. � _. v RFQ Item # I 0-0199 � �� Rocky Creek Drainage Basin & Flood Hazard Mitigation a'" o a o i A SECTION I - FIRM INFORMATION QUALIFICATIONS OF FIRM EMC Engineering Services, inc. is a 33-year old consulting engineering firm that provides engineering design services, environmental analysis, surveys and mapping, hydrological and hydraulic analysis, environmental and other agency permitting, which includes coordination with USACE, FEMA and GADNR, preliminary construction plans, final right-of-way plans, including staking, and final construction plans. EMC has six regional office throughout the State of Georgia and has provided these services for cities, counties, arc,�;tects, eantractors, and private developers. EMC will utilize the services of ECS, Limited for geotechnical and dam engineering, Resouree and Land Consultants for the USCAE and DNR permitting for stream buffer and wetlands impacts, and Rosser for electrical/ mechanical for lighting. EMC will oversee the project and complete all hydrology/hydraulics, and civil engineering design. Mr. Robert Titus, Augusta Branch Manager, will serve as Project Manager and Client Liaison. From 2004 through 2006, Mr. Titus worked side by side with the Division Director and staff of the Augusta-Richmond Caunty Engineering Department providing tecMnical assistance and plan review for more than 175 projects. In particular, technical assistance was provided for the planning stages of Lake Warren Restoration project, CrossBridge Baptist Church Pond and Goshen Plantation Drainage. Mr. Titus's familiarity with the departmenYs staff and procedures will be a valuable asset to the succ�ssful execution of the project. He will a�so ensure compliance with regulatory regulations and provide coordination with our subconsultants. OFFICE LOCATIONS CORPORATE OFFICE BRANCH OFFiCE EMC Engineering Services, Inc. EMC Engineering Services, Inc. 23 E. Charlton Street 4106 Colbern Avenue, Suite 105 Savannah, Georgia 31401 Evans, Georgia 30809 (912) 232-6533 (706) 650-3057 MR. TIMOTHY D. BAMGARTNER, P.E. MR. ROBERT TITUS, P.E. BUSINESS LICENSE�STATE OF GEORGIA REGISTRATION INFORMATION�COI Columbia Counry w , Account # 31058 EMC Engineering Services, Inc. - Evans, GA State of Geor�ia Engineering and Land Surueying License # PEF001366 EMC Engineering Services, Inc. - Savannah, GA Certificate of Insurance Available Upon Request GROSS INCOME OF FIRM FOR THE PAST FIVE YEARS �� . �� /. ��• REVENUE $13.8M $14.8M $15.1M $12.8M $6.7M ��;�'� ��? �fi7 ; I�7 : 1:� ' �,�_. NO.OF EMPLOYEES (MAX.) 183 189 212 166 119 1 RFQ Item # 10-0199 � � Rocky Creek Drainage Basin & Flood Hazard Mitigation a� o x a, A SECTION II - FIRM EXPERIENCE REQUIRED PERMITTING AND SUSTAINABLE DESIGN EXPERIENCE Sustainable Desi�n: Methods taken as a measure of reducing our impact on the earth and making things better at the same time. The intention of sustainable design is to eliminate negative environmental impact completely through skillful, sensitive design. EMC understands that Augusta Richmond County recagnizes the environmental value of developing new sustainable design methods through the Augusta Sustainable D�vk�lopmer�t Agenda that proposes to utilize the best practices approach (Smart Growth) as the framework for the mana�ement of growth in targeted areas. It is the intent to design the Rocky Creek Drainage Basin Flood Hazard Mitigation project to protect environmentally sensitive areas while promoting growth. EMC understands the principles of sustainable design. From 2003-2006, EMC provided engineering design services for the construction of Abercorn Common Retail Development in Savannah, Georgia utilizing the principles of LEED for sustainable design. One method employed in the design included a cistern to collect rainwater from the roof of the entire shopping center, to the tune of 5,000,000 gallons per year. This water is then used for irrigation, reducing demand on this precious commodity. Also, preferred parking is offered for those wha drive hybrids or tenants who car paol and approximately one acre of porous pavement located throughout the parking lot allows stormwater to drain naturally, which reduces local flooding. In addition, over 85% of construction debris, which totaled aver 6000 tons, was kept out of the landfiil through recyeling or reuse. Recycled materials and those manufactured locally were used extensively throughout the projeet. Abereorn Common is the first all-retail LEED shopping center in the United States to become LEED certified (Leadership in Energy & Environmental Design) through the U.S. Green Building Council. Abercorn Common received Silver certification in April, 2006. Knowledge of Design Criteria for US Army Corp of Engineers Regulatory Policy, Procedures and Permit Requirements and Experience with Savannah District and DNR Georgia Safe Dam Permitting Section and 4Q4 Permitting by US Army Corp of Engineers Savannah District and Dam permitting from GA DNR. EMC Engineering Services has a good working relationship with the USACE, especially within the Savannah District. EMC personnel and our subconsultant, Resource and Land Consultants, have permitted numerous municipal and private development projects located in Atlanta, Augusta, Statesboro and Savannah as well as other areas throughout the southeastern United States. EMC and its subconsultant have a broad experience in the preparation of different types of USACE permits including 404 permit as required for the Rocky Creek �"_ project. Resource & Land Consultants (RLC) will provide services structured to assist in compliance with local, state, and federal environmental laws and regulations pertaining to the Rocky Creek Project. RLC has extensive experience working with local, state, and federal regulatory personnel, thus affording our clients excep#ional service in order to develop the property in a manner that will comply with environmental laws that include, but are nvt limited to, Section 404 of the Clean Water Act, Section 10 of the Rivers and Harbors Act of 1899, the Coastal Marshlands Protection Act, the Georgia Sedimentation and Erosion Act of 1975, and the Shore Protection Act. 2 RFQ Item # 10-0199 i- � Rocky Creek Drainage Basin & Flood Hazard Mitigation a= o n a � � Experience with FEMA Guidelines. EMC Engineering is familiar with working to meet FEMA guidelines during design of drainage projects and improvements that allow revisions to the current flood maps. EMC has completed numerous projects where LOMARs have been approved for areas in A and AE Zones, especially along the coast of Georgia. The beneflt of proper modeling and design is to protect structures and streets from flooding. In addition, associated map revisions provide an added value in that the cost of flood insurance decreases. Experience with Georgia Natural F�eS�urces Requirements. EMC Engineering Services is familiar with completing plans and permitting of plans through the GA DNR for water, wastewater, and storm drainage. Projects approved include watershed assessment for City of Rincon Waste Water Treatment Facility, and Pipemakers Cana! Drainage Improvements for Chatham County. Along . with this, EMC has completed planning and construction plans for recreational areas for the DNR, which include boat ramps, boat docks, camp site restrooms, and picnic sites at our Georgia State Parks. Our design professionals know the reviewers and can submit documents and data and follow up with requ'rred personnel to expedite the review process by responding to questions and comments more effectively by having direct communication. DELIVERALBLES EMC will provide Augusta Richmond County with electronic copies of all data and construction drawings includin� DWG, CIS, and H&H modeling files. All drafting and design work shall be prepared utilizing AUTOCad Civil 3-D 2010 or a compatible software, ERSI ArcG15 and HAC GeoRAS software respectively. Hydraulic modelin� shall be prepared using HECHMS and HACRAS or SWMM S.Oc. EMC understands that all work prepared, data gathered and drawings prepared will be the property of the Augusta-Richmond County, REFERENCES OWner. MR. ELLIS SKINNER MR. SHAWN 10RDAN MR. BILI UHL, P.E. LES DEVELOPMENT GEORGIA DEPARTMENT OF CHATHAM COUNN ENGINEERING RICHMOND HILL, GEORGIA NATURAL RESOURCES SAVANNAH, GEORGIA (912) 667-0077 ONE CONSERVATION WAY (912) 652-7807 BRUNSWICK, GEORGIA 31525 MR. Asie L. L4DSON PE (912) 280-6926 MR. ROGER RAINES, P.E. DIRECTOR OF ENGINEERING CITV OF SAVANNAH DRAINAGE DEPARTMENT A!lGUSTA-RlCHMOND COUNTY MR. BUDDY HARRISON SAVANNAH, GEORGIA AUGUSTA, GEORGIA 30901 REGION MANAGER (912) 644-7762 (706) 796-5040 GEORGIA DEPARTMENT OF NATUR.4L RESOURCES MR. KEN LEE, MAYOR MR. MATT SCHLACHTER SOUTHERN REGION ENGINEERING AND CITY OF RINCON DIVISION DIRECTOR CONSTRUCTION He CONSTRUCTION RINCON, GEORGIA MAINTENANCE SERVICES DIVISION ONE AIRPORT ROAD (912) 825 COLUMBIA COUNTY GEORGIA DOUGLAS, GEOR�iA 31535 604 GOVERNMENT CENTER WAY, (912) 389-4563 SUITE 3 EVANS, GEORGIA 30809 (706) 447-7608 3 RFQ Item #10-0199 � - � Rocky Creek Drainage Basin & Flood Hazard Mitigation c•� o a o i � QUALIFICATIONS OF KEY PERSONNf1 . y �� Timothy D. Baumgartner, P.E Principal-in-Charge - Qq/QC 21 years P.E. 6A: 21002 Mr. Baumgartner has been a design engineer since 1990 and has extensive design experience in Drainage Improvement/ Flood Relief pro}ects. Over the last 10 years, Mr. Baumgartner has assisted the City of Savannah/Chatham County on several large drainage projects including Pipemakers Canal, Casey South Stormwater Pump Station, Westside Storm Drainage Improvements and Chevis Canal at Hodges Airpark to name a fe�rJ. He understands the permitting process and has worked hand in hand with reviewing regulatory agencies in completing these projects. . �,�1 Robert L. Titus, P.E Projert Manager/Liaison Engineer 18 years P.E. GA: 26352 Mr. Titus has worked side by side with the Division Director and staff of the Augusta Richmond County Engineering Department providing technical assistance and plan review for more than 175 projects. He has experience in drainage design prajects in the Augusta-Richmond County area. Mr. Titus is experienced in working with regulatory agencies such as city/county governments, GDNR, GDOT and is experienced in permitting regulations associated with NPDES standards. . 1�y Benjamin Lockhart, P.E Design Engineer 16 years P.E. GA: 25496 Mr. Lockhart's design and construction experience has been primarily with drainage, water and sewer projects, He is experienced in performing hydrologic studies, preliminary layouts, cost estimating, preparing construction documents, working with regulatory agencies for permitting and construction phase services. Over the last ten years, Mr. Lockhart has worked as a quality control inspection for the Arrny Corp of Engineers dredging projects on the Savannah River, and assisted in the design of Montgomery Cross Road Stormwater Pump Station, Pipemaker's Canal, Casey Canal Collection System and Westlake Drainage Basin Flood Control in Savannah/Chatham County. R� Alton Brown,lr. Environmental Permitting 16 years N/A Mr. Brown is co-owner and operator of Resource and Land Consultants and he is heavily experienced in preliminary wetland determinations, wetland and marsh delineation, Jurisdictional Determination Request preparation, site analysis, Section 404 Clean Water permit applications, Nationwide Permit appiications, Section 10 Marina and Dock permits, Coastal Marshlands and Shore Protection Act permit applications, USCG Bridge Permit applicatians, mitigation planning/calculation/ implementation, Clean Water Act violation resolution, GEPA and NEPA assessments, and the Georgia EPD State Waters buffer variance applications, Mr. Brown has worked on projects such as Del Webb Sun City in Beaufort, SC, Rice Hope Plantation in Chatham County, and Hampton Island Preserve in � iberty County. . (�j�(� Charles 8. Cobb, P.E. Elertrical Engineer 18 years P.E. GA: 032192 Mr. Cobb has extensive design experience in a broad range of municipal park and recreational projects. His design experience includes various types of water and wastewater treatment facilities, municipal buildings, institutionai facilities and light to medium industrial government facilities. Mr. Cobb is proficient in the use of CADD and has experience in the electrical construction industry in the areas of project management and cost estimation. He has provided electrical design assistance on projects such as Hope IV Park and Sidewafk Lighting in Savannah, Georgia Southern University Parking Lot, and Glenbrook Housing Park and Street Lighting in Mobile, AI. 4 RF Item #10-0199 �� Q (S ` O R O I A Rocky Creek Drainage Basin & Flood Hazard Mitigation . � John Harpring, P.E. Geotechnical Engineer 16 years P.E. GA: 27394 Mr. Harpring is the Branch Manager of the ECS's Atlanta office which provides geotechnical engineering, environmental site assessments and construction materials testing and inspection. He has completed hundreds of studies and testing projects throughout the State of Georgia and the Southeast from low to high rise structures and small to large tract land develapments. Innovative soil improvement techniques have led to substantial foundation cost savings. He has extensive experience with WTP, WWTP and pipline experience that includes projects such as the Casey Canal South ColiPction System, Westside Stormwater Pump Station and Pipemaker's Canal, all of which are loeated in Savannah, Georgia. . Robert L. Goehring, P.E. Dam Engineer 30 years P.E. GA: 1987 Mr. Goehring is Chief Engineer and Manager of ECS Southeast, LLC. His area of expertise is in dam engineering and he has completed hundreds of projects throughout the State of Georgia. Mr. Goehring brings invaluable experience ta the Rocky Creek Project and he has published a thesis involving failure analysis of earthen dams and has served as an expert witness on a number of embankment and seepage related failures. A few notable projects include Seepage Control at Tidal Canal Structure, Savannah, GA; Hydraulic Uplift Study at the Montgomery Crossroad Pump Station, Savannah, GA; Savannah Riverwalk Extension, Savannah, GA and design and construction of seven (7) dams at Churrahee Bridge Subdivision in Stephens County, GA. 5 RFQ Item # 10-0199 � � d B' O R O I A Rocky Creek Drainage Basin & Flood Hazard Mitigatioan RELEVANT PROJECT EXPERIENCE Casey South Storm Water Completed a hydrology and hydraulic modeling for City of Savannah Masterpian an urban storm drainage basin, masterplanning and Roger Raines Savannah, Georgia prepared construction plans for two stormwater (912) 644-7762 ext 5 pump stations and use of existing low areas along a golf course for stormwater detention during storm events. EMC also provided construction oversight. Design Cost: $3 M Tim Baumgartner, PE - Principal-in-Charge Employees: Construction Cost: $32 M Ben Lockhart - Design Engineer 5 full time Bob Goehring, PE (ECS) - Geotechnical 3 part time Westside Storm Water Masterplan Completed hydrology and hydraulic modeling of an City of Savannah Savannah, Georgia urban area which continuously fiooded, completed Roger Raines masterplan to include buy out of flooded structures, (912) 644-7762 ext 5 replacement with passive recreational space, box culvert interceptor line, detention basin and stormwater pump which discharges to Savannah River. EMC also provided construction oversight. Design Cost: $875,000 Tim Baumgartner, PE - Principal-in-Charge Employees: Construction Cost: $15 M Ben Lockhart - Design Engineer 3 full time 5 part time Pipemakers Canal Masterplan and Completed hydrology and hydraulic modeling for an Chatham County ModeUng area flowing into an 11-mile long canal. Completed Bill Uhl. P.E. Chatham County, Georgia masterplan of improvements, incfuding right-of-way (912) 652-7807 acquisition, widening of the canal and construction of a sluice gate flow control structure. EMC also provided construction oversight for Phase I and Phase II which is currently under construction. Design Cos�t: $1.5 M Tim Baumgartner, PE - Principal-in-Charge Employees: Construction Cost: $18 M Ben Lockhart - Design Engineer 3 full time Bob Goehring, PE (ECS) - Geotechnical - 5 part time Westlake Drainage Masterplan Completed hydrology and hydraulic modeling for Chatham County Chatham County, Georgia Red Gate Canal. Completed construction drawings Bill Uhl. P.E. and oversaw construction of Phase I, a concrete (912) 652-7807 culvert bridge and canal widening. For Phase II, revised masterplan for the buyout of flooded structures and oversaw the construction of a detention basin within the buyout footprint. Design Cost: $250,000 Tim Baumgartner, PE - Principal-in-Charge Employees: Construction Cost: $2.5 M Ben Lockhart - Design Engineer 2 full time 2 part time 6 RFQ Item #10-0199 � � Rocky Creek Drainage Basin & Flood Hazard Mitigation °' o R°'" RELEVANT PROJECT EXPERIENCE—SUBCONSULTANTS White Oak Subdivisian Drainage Modeling Completed hydrology and hydraulic modeline and completion of Richmond Hill, Georgia LOMAR application and permit with FEMA. R �.0 Chatham County Engineering Department Wetland delineations, threatened and endan�ered species surveys, Chatham County, Georgia GEPA document preparation for various raad, drainage and uti{iry improvement projects. Development and permitting of a municipal wetlands mitigation bank p�C Liberty County Development Authority/Midway Wetland delineation and 404 permitting for a 250-acre industrial Industrial Park park R LC Liberty County, Georgia Pembroke-Sryan County Development Wetland delineation, threatened and endangered species survey, Authorlty Section 106 coordination and US Army Corps of Engineers 404 Bryan tounty Industrial Park permitting for Phase I and Phase II of a business and industrial park R LC Geotechnical Design and Reconstruction of Dam Tamarac Lakes, Cabb County, Georgia Lake Siltation Study and Reconstruction of Dam Pope Road Site, Douglas County, Georgia Consultation with Doran Fuller on Dam Beach Cobb County, Georgia � Seepage & Borrow Study Austin Lake North Dam Douglas County, Geor�ia Geotechnicai Design of 50-foot Deep Lined Rejed Pond James Creek WRF Forsyth County, Georgia Earth Dam Assessment for GDOT ' SR 81 at Claude Brewer Road Walton County, Georgia � DISCLAIMER EMC understands that "Any language included herein that violates or is inconsistent with the March 14, 2007 court order in the case, Thompson Wrecking, Inc. v. Augusta, Georgia, civii action no. 1:07-CV-019, is voidable by the Augusta government." 7 ___ __