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RCA Exhibit A <br />940_I s <br />��� <br />PROPOSED 4' �E�I <br />SyW�ALE, SEE DET IL 7 <br />1"L�J09 � 1 I <br />�� PF <br />'��i 39 C��TfF9C ON LII�I��' ?0 <br />-x� ��-�� �- <br />�� -_ � �� -- - <br />i ;i= �_ <br />39. <br />/J�J � ��� . . . <br />� �� � <br />SWALE � � �.�Y <br />0. 8 i.00x x 938'72 x� g�38. <br />4, <br />si_t,� ��3 -�� <br />i i��° � 4� x I <br />SEE UTILITY PLAN FOR <br />PROPOSED CASTING ELEVATIONS. <br />ALL CASTINGS TO BE SET <br />� FIUSH WIH PROPOSED GR E. <br />9 _ 9 .`_, `-i � �r' <br />� PRO750�E-WII�I�TRATIpN � <br />"1-� BASIN SEE DETAIL <br />a3 a/c�o¢RANS�ORM <br />�--_ ,r---�-���p <br />� ���� <br />�F�i Tan'n� 'an <br />� <br />RAMSEY WASHINGTON METRO WATERSHE DISTRICT <br />(RWMWD) MUST BE NOTIFIED AT LEAST 48 HOURS <br />PRIOR TO CONSTRUCTION OF THE INFI�ATION <br />BASINS AND THE UNDERGROUND STRO ATER <br />SYSTEM BMP�S IN ORDER TO PROVIDE ISTRICT <br />CONSTRUCTION OBSERVATION. FAILURE 0 NOTIFY <br />RWMWD PRIOR TO BMP INSTALLATION MAY RESULT <br />IN REMOVAL OR WORK COMPLETED. CO TACT <br />NICOLE SO�ERHOLM AT 651-702-7976 <br />� <br />� <br />W <br />� <br />SIN 7 <br />_1 z �; <br />I " ' I � <br />� � 93t�_5r _ <br />� <br />4� � -�1�-� �;� <br />T 941 41I.` � <br />r I �. i _ <br />SS <br />x 93y.73 <br />�nr- w ----- <br />�I' I �„ �i� � - - � <br />RIM=938.23� Z3 I I I <br />INV=9 3.94 � � RIM �31.82 <br />z �IST �� INV� 4�.�2 S �_ <br />� � M=937.33 -, � - - - � -S�M _ <br />iNV=934.33 <br />B 24 9�8.1 x 938.19 9� <br />I �`. 9�8_00 <br />x-FQ--_ 938.76 x <br />- - �- _ <br />� 37.81 _- =' > c <br />1 x 937 _7__ e 9 37.�� .' � 9 <br />� � ���: <br />14"M LE � �' <br />� <br />�38.91 x 3� <br />9 3 -- <br />�. <br />10"'= RUC <br />1 I <br />_ I <br />I <br />' Iy p �� <br />� � <br />� �I <br />6"S RUCE 3y �- <br />939 2 � _ <br />� 1 � � <br />� II � <br />�� <br />sa s % <br />�FS ��� � • <br />- \\ O <br />-- - v <br />I� I � �-_ --T <br />j�'J�8 59 <br />�' <br />x 9 7-�1938.. 1 <br />� --�--� �, <br />78 0� x 938. 7�� <br />^'�Q�i�.�� <br />9�37!.73 � <br />`�� �: �"939 07_ cnR- <br />t BSMT- <br />TB= <br />9�,��7.91 ''� FFe=ya2.o 939 <br />�; �' x g 9. 24 <br />�'' �39.52 <br />��38,12 '� <br />'�` • � <br />939 � <br />�.�5'S 7 � ._� _ <br />� <br />938 9C <br />,-!-� . � . --- <br />��� _ ; <br />�y . . tNflL,T gN ,BASYN.. � ,nc�o,3�-� <br />� �BOTTOM=935.5 � <br />�u����.�- . . , . . . <br />��� <br />� i -f= -- <br />j� iao.�3 .50 : � ,_�� � - gx <br />939 ' �} 1' <br />940.17' -� �.�z5.59 i '� � J38_�� I � i i � 939 �7 <br />` I_�i 58I x 938 09 � �°� ,7� �i 3� �� <br />940 54 �� _ 938-y� � � see nRCNt �g nR � �., � nR= °��.45 <br />��� i� � 76 I' + � x 938 ' FOR oECK sMr_ x 9 1 3 �� <br />X� t- I� � i� v' � i � i 938.84' 939. x TeMT <br />T8= 41. I I I STAIRS. TYP. <br />� Ts- 939 3 ? .13 <br />FE-944.0 <br />�N . I FFE=944.0 I I � li FE=943.7 <br />� � � � � � ; <br />� ` ` 9�8.6� " <br />�:.� i 9. a � o^ r, i x 93�_09 939.27 � � � . 93: .32 <br />� L 4� d_��4 i � � x`�38 . e ' u`��a�-- � a 39 1� ..- '� � � <br />� � <br />� <br />941.940 54 � �� .a� , � i i � - <br />a�. <br />� -- ��� � t/ �_� a��" qt . - - <br />ai <br />a 5 � `� <br />� t/� i - � f � � -� 1 <br />at <br />�iiii�i vl - _a� 4. 9 � �----�-- - -- <br />- _ y� a . � <br />_ _ � � <br />3i� a�. - >_� � � � .. �_��L��8.QU � �-- - ��---- --� <br />z eai �� � � � a� ai.a J �. 3 ��� - ai. � _ai„3 I ai � , � � � a <br />9� 0. 61 c�. I � � � - I � <br />� ' `� ai 93�.34 g. <br />� . � <br />- 94� x 938_6 ��.0 � x' 39.05 � � ' <br />_ _ ' � �' � <br />� 939.59 � - � x 939.83 �9 ��-- - - 93a_�� 39.58 ' �'3�,97 9. ..60 <br />959 � 939. 6 LI�HT P0� 9 0?1_ � 939 F�� � _-9�0- t�---- � o <br />�a ,'� � a.27 � � " - -_ <br />_, <br />T ' __ <br />39.5� 939 6 � a +� 34� 24 M rF M� 94 .�� ---�n -�-- � �� G- <br />- I' � - - � <br />-� <br />-. _ _ � -�� - M� _ _ � J.0_ - - M __ ______- ______'_ _ _ - � <br />0.04 4( <br />E%ISTWG ELEVATIONS AT CURB LINE ARE � I I RIM ����.7�� � � �� �-- W V�% ��%'I J� �',q� .- � F <br />BASF_D_QN11tdLTED_TOPOGRAPHIC I �_ � f L I I % I I I I I I I I �� I � IM .�J'9. O I <br />INFORMATION SHOWN ON SURVEY. PR10�'�' � . � `',II�V-93O 9rZ - �1 <br />TO CONSTRUCTION, CONTRACTOR WILL �'"�-� ��� � � � �I�'��- ��- S� �� SS I V ��,9.�,7 <br />NEED TO SURVEY iNTERFACE BETWEEN �L= __ J L__ J L�� _ J L-_ J � L __ J I- - I ���� -r-r <br />NEW AND EXISTING (SHOWN AS ME - � � � � � � � � L � J L - _ _I�' L _ _ J L � �.I <br />MATCH E%ISTING) ANO PROVIpE � � � � � � � � � � <br />INFORMATION TO CIVIL ENGINEER 50 �`�� RESTORATION OF EXISTINGJ � � � � � � � � � <br />PROPOSED GRADING DESIGN CAN 8E � PAVEMENT SHALL MATCH W �J <br />REVIEWED AND PROPER ACCESSIBLE � EXISTING GRADES. TYP. Z � <br />SLOPES ARE PROViDED � Z � <br />.-. _ - ..- �. _ . . - _ _ _ _- . - . - U <br />Q� - - - - - � - - <br />� <br />NORTH <br />� C4i�GRADING AND DRAINAGE PLAN - WEST _20 <br />0 20' 40' 60' <br />Page 9 of 18 <br />RPCA <br />;tachment �s <br />N :` <br />w nE <br />O = <br />Q �,m � <br />��_- <br />U:'° <br />yW;. <br />❑ ¢H_, <br />�_. <br />� U <br />w� <br />PIERCE PINI & <br />ASSOCIATES <br />I hereby ce�lly Ihat Ihis plan, specillcalion. <br />r report was prepared by me ar untler my <br />tlirect supervision antl that I am a tluly <br />nsetl Pratessional Engineer un�er �he <br />aws of the State of Minnesota. <br />Signetl <br />�ATE Ofi/04,2075 <br />REG.NO. 41333 <br />� y 0. <br />x N U <br />� U up <br />c <br />v m <br />T �j L 7 <br />`/ E' O <br />x <br />c <br />.�i <br />0 <br />0 <br />� <br />H <br />c/� <br />w <br />z <br />Q <br />J <br />d <br />w <br />C� <br />Q <br />z <br />Q <br />� <br />� <br />� <br />z <br />Q <br />� <br />z <br />� <br />Q <br />� <br />� <br />REVISIaNs <br />�ATEISSl1E� fi/04/2015 <br />JOB N0. 14-029 <br />YILt NAMt <br />