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<br /> � so � _., _.� � IE 8.32�W; , �� Fsslo ��ti
<br /> 1 IE 13.71 N-�, �.4 IE -'412.19 S -- - -} -- - -. ,�' .� �,� �.� E�d �� IE- " 12 2 � " NAL E
<br /> 00 �65 LF 24�.,� j-- , , � /' '.�,. r°`-~-�.,� � / i� , ,
<br /> � � C� 0�5� � �....�_�y�� .� .�, � - _��� gp �� ,
<br /> ��w�LL � �---- _��__�_____.. .�----- , ..� � (� � ° �3.0 C3.3
<br /> pD / � `°`�,,�,.,.�'' �--� �'' `�-�. �-�. �.,_.�__�------� �...�--' -- :f � ��, �,,��� IE 8,32t f, s'�r�..
<br /> ,;.�- „ 219 LF 18" � 0.0� 266 LF 18 � 0.0� '�,, �. • �, » -� °
<br /> ( �,....�.-.-�----- CB 4; TYPE 2-60 w . �
<br /> � .a�.. _ ----��_..�
<br /> �� 4-.F ; 64 LF �-�4 � � � �� � "N� � `
<br /> � '"` -�--- �--. RiM �=' 15.71 ' � �a' '�,�.�m...»_� .-�... �..� I , �� � » � � ,-_ _� � ,�. x ,��
<br /> ���......�.. C01 . ��� � 109 LF 18 i � 0.5%� � ��T?��/.���`.�"�,��, ��'�,�,�;�, ��,�i � ; �
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<br /> �,..-�' IE.._, 12�50 SE_ � � r" y -o_ .� aa ��.._ '--�"` „ , � �
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<br /> ��_ � _�-.-____ -�_._.,. � r�''' ( C�? 0.5% C B � ��TY E
<br /> z � .-�.../ IE = 10.46 W,.. r� �°�'`' � � � -���� _w�.�� ` � � ' � � 64 LF 12 ��� �
<br /> �-�' '^�'w` �r q ..✓`� , Q, � _ _ ' �---� R I M = $17.07' � 'r'� `��'( o
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<br /> O� 43 LF 30 IE = 10.46 N � "w._p ..-�.. ```-Y '�--�.w " � `,� ,,d � � � � 1 .0� �� ., �E € •�� �� ������s �
<br /> y.,- , cfl ,o _v_��-_4.. .�e� . „� !' � .� o �s�_�_�r � _�. 12.7 � • ao
<br /> �p�' � '�--�..., �' � O � CB 11 IYPE 2-48" �"`�. b� IE 8.58 N � ,,.,F,.�)�:e� � � Q,
<br /> ---'` � � 0.5% � I E = 1�.71 S - � ,_,_�o �-.. y �, N � � { �'�,, u� � � � IE j 12 73 �
<br /> � ,� �- + IE = 8:58�E o
<br /> �~..-_�-e- '`� O � IE = 10.46 E Z o � J -~���, �, �'' ..�� � IM = 16.05' i o _ � �/ - � � �,.g�w�.���� � c o
<br /> _ �'�" � � � � ��.-��,.�,-�-�--" �._.� "`�°� ,� �` � � � _ ��'� ' � �T E 1�.09'�S ;1 N =� � �� � �, °o
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<br /> � i-- OIJTL-C°�T � I � FS 1� TYPE B C017 � / t�� (� ""v a�_� � ., ._,� ( `� ��� � �IE - 8.90 W ; � @�.r y ° �,>{ , ; � ,A A S tR � #2, v, � �
<br /> ' I E = 8.90 S ' � � �/,� ���`'..�-���>� �� oo .�"� ;�/ � o :.�s'� �� 3�� , �
<br /> �`�� W PROTECTION, � _� � 2 � � � y`� ��'�` � t t � �� _ `, � - � � � J� ' �RI °� 16fr:�4' �� � � �
<br /> �-_�_
<br /> --�..� `�`�7., IE=11 .70 RIM - 16.48 � �x.,� C01 r RD ' � �� oo � a. ABANDON �� `I =....8.20 �'N � � � - N
<br /> -4 _ ,
<br /> L I W _---�'' IE = 10.14 S C3.� C3.3 C01 02 CO3 C04 �`` ' � 6 °° �
<br /> � � '= j {2, I IE 10.49 N � � ��=�P����� , �+-
<br /> C06--_ `
<br /> �--... �._. , t � � C05 � . � .. � � , . �� ; � I PLACE ,�� �, n ,�t�� ��. � �- � �-
<br /> .�o_ SEE � �. � i►= __.�-�_ � , � �
<br /> `"`�-� `F�-� 5� IE = 11.91 N ° � � , � ��..��._ s ,,, ��.d.8,,.2 , i ai�.���, �
<br /> �. .�._. 2 . : RD , RD ; RD � >r '�� , � C08=� �` � � '� c6 r E _ $c,, � f �-` ���-.,�.�� :�.�� a.�� \.�.�_ �- �. N � �
<br /> 44 �
<br /> �.. � ..�..� , . , _ , _ _ . , : . , � 2, TYP 2 4 � -� �, `�. -�.�;7 r�.,,, ,: � r.�� � � ��- r �,�.;� � � W �
<br /> � �
<br /> a ! � V J � i I - � � -„� s-�-"";m� ��e_,,�3. ��� �"'����""�-�a �...��.--.8.� . i P>�r£, a. �`i"� r_� . � "�',�,
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<br /> ``� �`�-.` .� C3 3.4 IE - 10�14 E ' °t C07� . � � � � RIM - 13.17� � ,� �� ��,.. c���, � ��v,.� ,,�� X ��� ° j ,�.� '°�,
<br /> . � . � � ,
<br /> �,� � ��.-� • �i � ` � '� IE = 9.76 E ���� � � �.�...�..�-� �..._�.. GBj 1,O,.�TYP�g�. � �
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<br /> �X � ����.,� 254 LF�18» � -� � � � � .,x.���:�r � �--- ��� �
<br /> � � IE - 11.17 S� RIM 16.71 ��� ��� � �
<br /> � _ � �
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<br /> � °° ��,. X RIM - 16.27 � ,
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<br /> �I � � � RD � RD-=.� � � a � f '� � , �I ,, X ,: X IE = 13.60 N ;�a� �.n ;\_
<br /> �, ` ` � ' £ `°� a - ..� '. .r, CB s5, PE A �
<br /> �`� C 016 C 015 -- ..� �� � � `° �, �- ❑ � 1'�'� � � i q X X � � �j � .
<br /> C014 C013 ' R�� C012 �'�C01�1 RD �,� ' ri- ( � � � � � ' � � '.���.�/ � {�, ` °
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<br /> � � � "~°� �, `� �'��- �.,. ``w�., ;. � � ( � '���y� � x �. � � ,� e,� d RIM = 14.07 �
<br /> ��. '�.-�.--�-----�.,.�_ � �� rn Z �,V `���.._.�..._-�-I� C09 � `��'�' � w-_'"`` 121 12 � 1 .1� ��� '
<br /> �,,' � � �' i IE -�11,40 NW �
<br /> � _ 025 ���,., �, ��, � `°� �e`�'' �g �`�.�. i /'� �''�,� ���., �, B 13, TYPE s �,.. i .�--'� . �� �
<br /> � c� z ,�. ''�; � �� _,-, �� � �� , I E�= 10.90 E��.,� �,
<br /> `'�• "� � �,A � o -�..� I. _ � � '`�,��.,�; RIM - 13.76 �"�`"�---76 LF 18" `.�A 'CB 24, IYPE A �„
<br /> ( � CB 1. TYPE B � :�t�l�� �' �. ''�, '��N o `°�.,. p I,� ����---__ ����.� � �, , _
<br /> b��. �-,�_-....----�`." �`�- �... I E = 10.14 NE � � 3
<br /> / � R I M = 15.7 5' � �'`�`�..-� �� �''�, f�� �� � �.�. U� �,,,,. ,�- �,��,:�.��w I E _ 10.12 N � 0.5% EM= 1217 0�� S E� � ,-�
<br /> � o � `°�. r-_ �..-- -.-. �� �� �. �.�, � IE 10.62 S �'
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<br /> � � _ � � � - � ,
<br /> °o� IE = 13.75 S J �.:. �...�.�� � «�,� �.. �oo �j,a_ CB 3 TYPE A CO20 .��✓ �`�'`'�-�--� � � S
<br /> �� �o� '`� IE = 11.73 E , � �V• � `' r? �.,.RfM-.�„� 15.78' `..� /� 4` ��_ / �.i� -
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<br /> � <� ...� 00°0 � M � ...:__ �`" °. ��``-•,. IE = 1�3:75�`-E�--�-�°�"".� �_��,°-''`"� gp_------""" � �-" �.�`°� � ' �'
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<br /> � oo I ��� �LL � �� �..��� _.iE�=� 13.75 N �. �p � ' � � � _ �_. . �50`�LF�`; � � � i
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<br /> � �� � CB 16, TY�E�A, �, � �
<br /> n I ,'` �oo ,,'�� ,,s 219 LF 18" � 0 0� �..�.,. �>�.,,� � �, �� --_--�,� w_.��...�.._._
<br /> 266 LF 18 C� 0.0� ��.�„ 162-�L'F 12" -, 12" � �- � � �-
<br /> $0 � 4 z--�� RIM = 15'.�51 �
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<br /> o r'f o00 � , RIM 15.75 SCPLE � 5% CB 14, TYPE A � � � �,� � V z
<br /> � � � � IE = 13.75 E - - - - - - - c�- 6"� 4 RIM = 15.30' 80 LF 18" �� � I � I�� , 1 Q
<br /> � �'` �Q� � IE _ 13.75 S I- �0 L� FOR FOOTING IE = 10.52 S @ � 5� BLDG B �. � � � �
<br /> 1 CB 15, TYPE A DRAINS SEE 3 _ � � � � � p p g��2 �
<br /> � o�o �y� � IE - 13.75 N �- - - - - � - - - - - -� RIM 15.62' I� - 10.52 N � , � c,� a-
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<br /> � I Q�O IE = 11 .63 NE
<br /> � � IE - 11.33 S �" �.. CB 17. TYPE A �. � J O
<br /> J �, IE = 11.33 NW � ' i �, �� RIM =� 15.52' J p � _
<br /> �. ��� � �: X ---- - Q
<br /> � � \ �w, IE - 12.66 E ��� � „ (n
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<br /> � LEGEN D: NOTES: OVERFLOW NOTE: � v�
<br /> � oo -
<br /> � � �mFDS DOWNSPOUT SD STORM DRAIN PIPE 1 . SEE SHEET C3.5 FOR STORM STRUCTURE TABLE. OVERFLOW FROM LOW POINT IN
<br /> � 3 SUB-BASW (CB16) WILL
<br /> � •CO CLEANOUT PER COE STD DWG 604 RD ROOF DRAIN, 6"� PVC C� �.5� MIN, SEE 2. SEE SHEET C3.2 FOR SYSTEM PROFILE FROM OVERTOP THE ADJACENT CURB �
<br /> C3.0 C3.4 AQUA-SWIRL TO PUMP STATIONS. AND DISCHARGE INTO TOP OF
<br /> � FS1 FLOW SPLI�ER #1 FD FOOTING DRAIN, 6"� PVC � 0.5� MIN CB 24 GRATE. EMERGENCY � �
<br /> N 3. SEE SHEET C3.2 FOR GENERAL NOTES AND STORM OVERFLOW FROM SUB-BASIN �
<br /> � ■ CATCH BASIN TYPE A PER COE STD DWG 402 SLOT DRAIN, SEE 6 DRAINAGE NOTES. WILL CONTINUE EAST AND SCALE
<br /> OR TYPE B PER COE STD DWG 403 C3.0 C3.3 DISCHARGE TO CB 26 � AS SHOWN
<br /> � DES. SHEET NO.
<br /> � o �� �oQo �o�0 6 4. SEE SHEET C3.4 FOR TYPICAL STORM DRAIN (DISPERSION TRENCH) sca�E iN FEET Knowwhat's b@IOW. �K� .
<br /> �: U MANHOLE TYPE 2 PER COE STD DWG 404 ��o �'o��oo�p o� GRAVEL ACCESS ROAD, SEE TRENCH. °R� PAH
<br /> � c3.o c3.4 40 0 40 80 Ca�l beforeyou dig. °H� HNK C3.4
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<br /> . F.8.
<br /> N »I �� OF - SHEETS
<br /> � NOTE: � .
<br /> � „ „ „ °A� MAY 9, 2017
<br /> EA R LY S I T E G RAD I N G P E R M I T S ET ADJUST DS�CALES ACCORDINGLY. N�OE 212016.008
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