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RCA Exhibit A <br />939.73 <br />CONSTRUCTION LIMITS �ResTOR�ua�ov e�jiSriNc I <br />I r � � � - ��- � � � � � ^ ^ � � � � ^ ^ � � � � � � � � - � � � � � PAVEMEN,�S ALL MqTh�H <br />W I I � � r____� ewsrwc'>� �oes, nra � <br />- � �fl� <br />�� � � � � I P � � � W � � O W� � - � -� � � 1/V <br />RIM=�38.���g 2� I I I I I I c�� I � � � C, � � <br />INV-9 3 9� f�- RIM 937 ��� o� � RI��� 41.`4 <br />ss z � ss iNv-9�� �i � �- � � - ss -�� �-�- �� I � <br />I I. � iNv 52z�3 <br />� sT � �� l� I I I � S� �� � ss � �� 4�� _� � <br />z � M=937.33 _, �,M ti�M �'�. � I I I RIM=94032 ��� <br />_� INV 934.33 �---� �-� � T� _ - 1 <br />�- � '�, ----SJ' L�� J �STM I � -- IN V 934.X�&��N 4iYA ION3 AT CURB LINE ARE <br />938.�0 g 93�.24 ` FO- --- 938 76�� �:�x �93 .0� � 0. 2 939 54 939_ . _��� .Dl FRO �� o� o RURv�o"'�oPocRnaHic <br />��8 11 _ � - <br />�_ 9�8 00 ^� 939.43 � � oH suRVEv. PeioR <br />'--'______"_EQ_ ____'__ " _______"__ � x q4� 45 ______'_ _5 "_ Q4O.4�i � g4O.L7 \� �NEW AND %ISTND�-CONTRACTOR WILL <br />g phV. �7 / <br />- - - - x 37.87 - " x 37.98 : °' � 9 � 9.13 -- �- E - <br />_ / /� N'VERfACE BETWEEN <br />" 937 .7-'" g y � 48' V ) 6sNowN ns M <br />1 , J���. - � - . � � NFORMATIONIN CIVI�L ENGNI�EER 50 <br />940 74 <br />� �3 - JO � -- ' ) PROPOSED GRADING I DESIGN CAN BE <br />� � ' �� x ci9..� � " ' 941_Q � 941.� -�eao �� 41 0F,' 94 .6 � Pp <br />�� �, .� I,Q � 1 O. 19 '_ 9 0 -� '¢ ASH _ � ��21 4LOIPES ARE PfROVIDtE�R ACCESSIBLE <br />-�� ;: g5 � '� 9 4 1 O1 � d �' .9 I 20 V � I <br />14'M LE � �� - 41 89 i � o, <br />� � 9 , ���y38 �1-- J Sy.�, � x 94�L48 ��gi4230 � I�� � � <br />x �' <br />� �. � � x 9 Sao.o � � x a�_-a �s �-- �� 40 9'�� 94b.7 �b. <br />� �------_ �. _ <br />38.9� i <br />1 �S8_78 oj �4�_0 � � a,a� � 4 � <br />g3 -- x 938 7��" a�9" �� � 941.43� 9 0. 5 + � <br />�'�- `, n'9. � 99 a� � � � <br />10°S 'RUC i ��� 9;37.73 � � � � _ <br />1 I 0 GAR= � <br />' ?: 939 �'� GAR= O� I BSMT= � {, � <br />- ' ' SMT= � TB- �� (/) <br />TB- x FfE=942.65 ' I' <br />'�� �� 9���'7.91 1 FE=9az.o 939 8 x � 940. � x 941.73 `�� 94Q �7 1 <br />I <br />x9 9.24 41.35 I I� <br />� � 9. � 31 � 940_75 x �'' _ � <br />i ' 939.5� , I <br />� �i 38.12 ', i! � 941 74 94Y'. I � <br />, z I � x, I <br />G41 0? I <br />' �_ C C' � `' - z - <br />�aa.fi 4 1 4_1 ; � <br />6 S '�U �� ��.-�3 .� 939 , � � , OI�4�.�I6393 T � � . � - - 1 .1 ; � � <br />� /. �-�__ � 939 g � � � � <br />i� <br />939 2 I J' 9 0 RnMsev w r+iNcr <br />T � -J _. I 5 ON METRO WATERSHED <br />x � I „ �J4��'�� � T?/ j '�� �j -� - DIS7R�T (I�WMWD) MUS7 BE N071FIED AT <br />� <br />'- G,�g O�� �i �- � = x C�741 77 gc�l � .`�� �4- I LEAST 48 HOURS PRIOR TO <br />' � - ' �@..1 ' g �� .E � -147 %3 '� , CONS RUC7�ION OF THE INFlLTRATION <br />� '��8 _� ,}@,g �____ - ��- - g3g _ _ -�- �� -Ly ' ' 9 � � I � BASIN ANGP 7HE UNDERGROUND <br />�� � � � � � - � - - '� � �., � �_�II STROMWATE�12 SYSTEM BMP'S IN ORDER <br />I �j �/, `, , � ...- X' �t`�.L�C, S9 1 . . I 7 � TO Pf�OVIDE DISTRICT CONSTRUCTION <br />j�3 / / �"�r' -� ' , � , J� . � �� ., /:I PRIOR OI MPFANSTALLAT�IONOMAY RESULD <br />� . � . � �� � � . . , . � �' C' '- IN REMOVA� OR WORK COMPLETED. <br />t34T6 ' : I'. ` WI�FIL,TRATI(}N BA�M 43,�(tp:=g3$,�,';_'__' " � \ � `'' � .'�' �' � . � .� '� � � �1 I � � CONTA T NVCOLE SODERHOLM AT <br />-�---�--x- - 1 �� �n�ri�rRnrmm �s as m, �,�nP crn 7 -J� 1�6�� -� , - ' � � n e i e� <br />--- --' , LL 5�. �'1 ' \ " � \ / / - ` 5� - ��DI$S SLOP� WITHIN - - <br />. . .. , - � �. .. .. .. . � ^ / ( ,�,Q� B -- :7 - , - _ � Y`�SIDEWALKS. TYP. 5 <br />� T-.r, .. . . . �. .. - <br />'�_' 9 3 x <br />� . . . . . . . . . � �,,, 0 - - � � <br />. <br />. <br />. <br />. _ y tN�f 935. 4�J � � � � I �AL <br />� x � <br />. , _ . .. . . .. . . . . . , � �� ' � � . � <br />.. � . -. - --r -, _ . . . . . . � . . � . . <br />38.3'it J/ . � __� • � �I ° <br />�. . � = �'- � � . . . . _ . . . ' 4 <br />� <br />. _ . .".'.'. <br />� � <br />l� - _ � � � +-�� �Q 3g2 � -f.� 9 � . ��. ; sa�87 see nu av.N FOR <br />��, , � �- , �� <br />- -�' � �- o ��_ - � � � .938 �J � � �.�� I PROPOSE CASTING ELEVATIONS. <br />� � u _ <br />n � - � �`3� _ <br />_ - J - --� � �.� ALL 5T GS TO 5 T <br />T��-�_ _______ _ -_ ��� 939 , ��( . _ _ __ _ _ _ �Q�CI. J� FLUS AWiIH PROPOSEDEGRA�E. <br />� 9 � <br />� � � a�: • � �. 9 � 01 ao g�s '1 9a9 9se � -- I �n <br />�c o - - <br />����� a�i�_ _ '' °�� � � � � i � 9�.048 � ��� �, <br />939 4� a�s � - 9 �8 � n i - � <br />� J _ � - - <br />r 4 <br />J <br />i <br />9S� �UT � �� � I � � a." 40.6 a0 � 1 <br />� � <br />a <br />x i <br />� 6 , x9 <br />9� .4% <br />z <br />' ��94 � 10 <br />� i <br />i <br />3 . 5 � li - <br />i <br />I � <br />_ x 39.45 9 �.2�x i x 939.�� nR= x 939.06 �40 � <br />., - . GAR- I � � <br />y_ �.13 i a i ��� � 3 9��y_ �0 = i �- sM1- �. I� <br />- ��8.84�1 ssMr r� � rs= � <br />939. 5 � mI : x . Te_ �J3 �.45 � � - ���n <br />.�'J x ' FE=943.1 �' �� �,�� <br />FFE=943.1 y39_23 -. _r� IZ <br />�' �� 9 9. �i <� .5': �. �� 3 . 9� 9 4� � 9 0. �� � o <br />09 939.27 � � � � � � x q 9.16 � � 1 <br />-3a 1i �,}� ��� � �� 32 � � 939.74� 939.32 0 �� <br />. t "�I� I � a�,�; 7i4. r�._ � � rn o I <br />� x 93 .38 <br />� - � �3Q- 2 � a,. � ( i g������8.901 � _.�--- J3 �-�----- 4R r�.--J� ^ � � � a�g..- -- � � � �� <br />� � --� �- - - -� I � <br />^� � ` a. as5 � , qq� � � u 9�i 9. 6 � 9. <br />--� - I <br />\ a� � � � � � <br />� ai 93 34 939.6a q`y-S7 � <br />39.05 � Q a�.'���� � �. °59_6� ��.70 K 93g � (� �� I, � 93 .71 �� <br />�3�,97 � 9.6� � 939_59 � 9.6�3 � ea i <br />x �39.58 - n I 1--_ BM: TN� <br />� <br />o� � g„ �„ s1 yo z �- <br />' , . Y G _ G- -- EXISTING ELEVATIONS AT URB LINE ARE <br />��-�,E - � - G � �9.G7 ��� M PLE � <br />g4 .�� � � - � -U_O�I __ - �' �I8 , BASED ON LIMITED TOPO RAPHIC <br />� - " - '- . 4�� _ �. � .�SJ � / - �_c�LF P � �.� ' "�AI G INFORMATION SHOWNI ON SURVEY. PRIOR <br />� �-'F� 9'3g.� �� �.DI IN MA�-L- g3g.�� � jO CONSTRUCTION, QONiF�ACTOft WILL <br />T V� -�1�-�-�� - � �� �M'�` - M � �1EED TO SURVEv iNQERFACE BETWEEN <br />I I � r � CIP -- F � �-T �/�--� � _ _ �EW AND E%ISTING (SHOWN AS ME - <br />C �� �v1ATCH EXISTING) AN P(�/IDE <br />I I M=-� ��` � I I I I I I I I I � iINFORMAT10N TO CIVI ENG INEER SO <br />-t- ��,� - � �" SS I �,- �.-_�,S � I V- 9/)-� 7 VCP � I iPROPOSED GRADING ESUSN CAN BE <br />�� � �- <br />� �� � � L � � L - rt -I- `� � SS � � � - �---r - SS , �._ � � �EviE�€o- ne�-a R;s�oessie�E <br />- � � -- - -� � � L' � 1 L � - J L J L - - - J � � L _ _ �J� � � R I M �� � u� -��aEs nRE aRovioEo � <br />z � CONSTRUCTION LIMITS INV 9_i ,� <br />_ � <br />U <br />-- _ _ H - - - <br />a - - - _ <br />� - <br />� <br />NORTH <br />� i�GRADING AND DRAINAGE PLAN - EAST <br />C4� 1 1 "=20' <br />o zo' ao' aa' <br />Page 10 of 18 <br />RPCA AI <br />;tachment �s <br />N :` <br />w E <br />0 <br />a <br />0 <br />=N, <br />�� - <br />U .iO <br />y W ' <br />❑ ¢ r <br />� S '. <br />� U <br />U Q <br />PIERCE PINI & <br />ASSOCIATES <br />Ihereby �lylhtlh pl pcfcalon <br />arrep rt p p dbymearuntlermy <br />�e�� P dmuamaawy <br />ns tlP 1 IE gneerun�er�he <br />aws of the State of Minnesota. <br />S gnetl <br />onTe os�oa;zms <br />Rtfi. 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