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Oq i � � FI 12r SD "� EL=45 .37 � � � � <br /> 432.77 � � a. a �i � � 1.4190 �, L- <br /> O i .2.80% � � -1 FREEBOAR �g ���.�.��� . ,�. � . <br /> / \ � � � �,� U � Cn U <br /> 430 - - 430 ( � ` � ^ _ � - - 100 YR ����-- � - ���1,5096 .e .� � � � � <br /> , --- <br /> ��--�. �O6 LF 12a SD � WSE=445.00� �� -- { 106 � � 3 = � <br /> 3 L,F. 12" SD 0 1.� X � � �,,,, _ - - s ,,u.��:..-.� �`� .��,�,.� � ,�..�.����-�.�.��..� .� .�- � <br /> � 4 _._ - �,- �..�..,�,-,� v-.�.�r�, _ .�,��� ��-v- �.�,..-�.-�� _ �-.�` 1 L� . °16�.� - n1�a,�.,� �=`�` o o r� o _ <br /> __�---��. �- . „� �� <br /> �� <br /> �- _, � ,� � � � �.'� .� <br /> ti�-� h , www � <br /> � �� �$ 1.,f• ��� ,. - � I �n �n v_a v� <br /> �' `� _..�m . �'s'"' � <br /> � ��"z:-� �.,�r� t � I <br /> �_.�xs. ��, y, <br /> CB 1� TYPE 2-48"� � �.-- � �� '��0.60X � ��� �; � ��������:,� . .ti�.x�,. - � 3 � � � � , <br /> � �� � � � � <br /> SOLID LOCKING LID � , �� , ( VAULT A INTAK �n ( � �� � -, ^34� �, .�� v�� CB 11, nPE 1 � � <br /> _ _ N= 29813.62, E=1304145.74 .�-- - ----'- - � - - -�-QO-- =�9..7� ��---_-- ------ - �� ___ _ - -- - ------ .�„r���. � �,�:.._:._�� ---- ------ �- �- <br /> �� � IE=437.50 ��� ; � ��:��-� �� -- , STA. 2+12.99, 23.94 � �- �r- � � <br /> RIM 445.90 � t�� - � --� - -�_-�- �---0.5' SEDIMENT � - -- � - �-- - �� �=�' _-,�.�.�� ��� RIM 449.65 -i---____- 440 a .� � � � <br /> -� :��-��.� I <br /> IE=432.34 18'�� N SE '' / � 150 L.F. 12" SD 4 1.56� �� SD i � STORAGE - ' �'�R�`��,��.�� ��--=�-�:� � ��;��f ( » ) i � � ao ao <br /> , g,��LF, 1�' IE= 46.41 12 � SE � � i i <br /> IE=432.34 �12"�� W ( CB-20, �; � ���,� _ ._ � -��-��'-`�LIVE STORAGE=437.50 -� ° �'�.�� ; i <br /> ,�;.� - ( CB-9, �E 1 � � o .- N � �r <br /> ` - � - - SEE DRIVE C PROR E w. .�___ � �.��_.x.,. X �.�.� ��� � . - • , . <br /> , � �����° - �� � ���_ �� �-.`��7��'�� , E TNRU CUR� CB-10 �PE 1 z <br /> CB-1A, TYPE 2-4 � � 0.5 SEpIMENT VAULT B INTA E �« �� ' r � , i ' , <br /> � STA. 11+18.27, 0.0 ' RT. __ _� STORAG� IE=435.55 �� _ CB-7, TYPE 1 _ , � STA. 3+79 34, 12.04 LT. � _ STA. 2+78�96, 11J2 LT. � _� � <br /> 420 - � 420 - � - - - -- ---- - - -- � � M � <br /> RIM=436.57 SOUD LOCKING LID RIM=446.5 � RIM=447.6 p� - � �, , � �, <br /> IE=433J7 (24"�) 244 LF• 12" Sa Q �'6�� VAULT �1 STA. 5+41.49, h 1.72' LT. IE=442.66 (12"�) N,SW IE=444.25 (12"�) NW,S , � L = � ; °° N � <br /> n � _ � _ LIV STORAGE=432.77 � _ <br /> ; � N � <br /> iE=431.42 (18 �) NW,S CB-2� TYP� 2 48"� -r - OUTFA(�L RIM-447.46 � � .d v .� � x � � � _ <br /> � o � r <br /> ' SO�ID LOCKING LID� � IE=437�5Q IE=442.77 12"� NE,SW �B-6, TYPE 2-48" i � � ca� tA ; N N � <br /> �IE=431.42 (6'�) W � ( ) I c � <br /> i STA. 10+04.50, 21�00' LT. � �OLID LOCKING LID � � � .� p. � �' �' � <br /> ----- -- 35 LF.I 1$" SD Q 1.219'0 - -- �_ (DRIVE B� � __ U1.L���IAKE_.ANQ__� __ �B-3�TYPE 2-48" - --- -----^___ � - 26 LF. 12"� SD ! 0.69%v ------ TA. 4+53.68, 10.7 ' LT. { �____ f �__ - _-- ______ -_-__--,--- 430 •C N k °' u" � <br /> 430 RIM=444.90 � VAULT B UTFALL � O�ID LOCKING LID A � ' RIM=447.14 C ��� ' W � � <br /> � ! IE=432.84 (12"4�) �1,E IE=437.50 TA. 6+84.52, 4.96' LT. � CB-5, TYPE 2 �54"� I�E=441.10 (12"�) N�,SW,W ( � � � � <br /> CB 12 TYPE 2 54"� � - CONTROL STRUC�URE I � � <br /> I ! 5 LF. 1g SD � 0.60X I�IM-446.71 � � $ <br /> CONTROL STRUC RE 35 L.F. 17� SD 1.439� I =434.29 {12"�) S, i SOUD LOCKING LID I � <br /> STA. 8+93.30 3 .50' LT. DRIVE A � CB-12 � STA. 5+94.81, 2�.00' RT. ` j o = ' o <br /> RIM=446.50 � � { , I CB-1 '' SEE STORM P' OFILE A 1 LF. 17' SD � � .61� RIM=448.OQ � _ 76 L.F. 12" SO � 2.2�% � _ _ ^ ^________---�--! � y o � J <br /> 4 1 0 IE=432.74 1 � IN N , 4�� SEE STORM PROFI E A, THIS SHEEf ! B-4, TYPE 2-6 � IE=437.32 1 »S� N i � � � � o � � . <br /> . I E=4 3 2.7 7 1 8"� O U T) S T H I S S H E E T � T O R M F I L T E R M A N H O E C B-8, T Y P E 1 i I E=4 3 7.5 0 1 2 �i S � Z <br /> 5 L.F. 1 g' S D � .6 0 X { �OLID LOCKING LID THRU GURB � w � �' °' � <br /> � j 5 5 L F. 1�' S 0 1.6 5 X 3 1 L F. 1�" S D @ 0.�1 9� �TA. 6+80.18, 25.68 RT. STA. 6+50.61, 12.�4' LT. D R I V E A 63 L . 17' SD 0 5.71% � � W � N � � <br /> � C A L E: H O R: 1 4 0 E X I S T I N G E L E V P R O P O S E D E I E V � � � _ � <br /> S T O R M f�R O I�I L E A I 35 F. t�' SD � 1.21 IM=446.94 , RIM=446.62 � VER: 1"=5' AT ROAD C� AT ROAD � � > � z � � - <br /> SCALE: H R: 1"=40' CB-13, � 1�=436.78 (12"�) N � IE=443:41 12"�� IE __ ' - - ^ - -- -- 420 " � � o � <br /> _ � � � <br /> L03 _T � I =434.48 12"� E �-- ' � � { r � � <br /> V : 1 =5' 420 SEE SHEET RD, � <br /> 4 N �"� � �"� �; `� ,�fco �.,� N v, I� � a� ��o rn �.,��� a, 0.� o °o cfl a' �t- °� o0 <br /> c�� � '-� o '"� �O �l'O� �" co `��to O !co . O co i� �- �"� '� 00 . o� �O h �f' �"� <br /> r f �D �ll GJ O � Q Q <br /> ,. Mj� �O Oj� \ 4j � "� Q� '�1 L� � � <br /> rr � �� '~� �. h rt- � �r- � '� ^ v- � �-�� �-i� �- ^ d- � r+- ^ � � � � v` � � � `T � � � <br /> a- �-, rt- q�! et- <i- � <I- � <t- � <f- � rE- � �!- r� � � � �y- �' � �' a- �h �t- '�r �t- rt- �!- <br /> 1 i �F �}. eF �eF �4- �h � �l- � �t- '� �h �"�F � 'eF rt- � <br /> ( I � I � <br /> 9+00 B+OQ T+00 � 6+00 5+00 4+00 3+00 2+00 1+00 <br /> W <br /> � i,, � ¢w ` - <br /> � > � » � � <br /> � � � � . o , � oo W � <br /> �� �i� ! z �=o V � �L <br /> 48D -_ >__1-_-Q >> � _�- - W> -- 460 460 ---- � �°� - -�-- - ------��-�g N 460 <br /> o � o 00 � � o��o � �-r I, � N�� -� z � <br /> ^ � � � � o � _ .J <br /> � �Mn � z" �� I � z d=o z � �� -� i � r`�-�.� Q <br /> � W N - N tn W �► W � <br /> � o r!� � ��� � �o�n � � i FINISHED GRADE W `�' <br /> � a�,� ' �(��� 100' VC 150' VC '�' +o� I _ � \ f t� ROAD C� - - = U � • <br /> �- ----- � �.-�-,�-- _- -- - - - - -� r.--��--_..__- - --- ------- � -�---�-{------- -�-�---- <br /> � ¢ i � ¢¢ u H GH POINT EL=445. 0 L, W POINT EL=444.5 ¢Q ii � s > � <br /> z '- '-'- LOW POINT STA=22+2 13 FINISHED GRADE � '-'-'-' ( � � � i EXISTING GRADE W W � <br /> W cn _ cn v� HIG PQINT STA=23+7 .58 "'""-`-' � -�- -- - �� \l (� ROAD � <br /> {PVI STA=23+75.00 PVI STA=22+25.00 (� ROAD � � �� . <br /> �"` � -- o PVI E�=446.00 0 o PVI EL=444.00 0 � � -� �� � � � <br /> � �, N K=40.93 ,�, N � � K=53.15 N o EXISTING GRADE � ° f.15� i � � <br /> / \ d; + '�'' -�.. o �, <br /> �- 450 � � � N- � � � � _ � � (� ROAD �. l� f 450 450 -� � - � � --- 450 (� <br /> d- <br /> " �� W ¢ W ¢ � Q � ¢ � � �� �\ � 1 � ���� � C' <br /> , � W � I I � <br /> Q <br /> v c� A � <br /> � ss � UU i ` �� i � <br /> -_. ,�'�' � r ( � � <br /> � � .� a a. � ��' - - -- --a a�.' -� �� - - - - - T-�� � � -1.49% � �,- � �� , �`� <br /> o - - �.51 q - .11% _� s i.33q -- --�J�� � - -- I ' - � -�-- \ - - ---- � -------- � - �� � - J � , <br /> � � <br /> N - - ` - � J �- - - -� ��;� x-- '� 3' FREEBOARD -�= --I---- �� i � J <br /> �� , <br /> ��..��, � <br /> � � > � <br /> �� �� �� V ������$�� � � � I J Q <br /> Q 96� F. 12" SD , �,� `�° ���._��v I �. <br /> � ��L�1- �l��.�9 . I � <br /> � ���:� -� � <br /> �9� . ' �ll <br /> � �� 7a �r sn o.so � � ce-�, , � <br /> � I , <br /> �- � �� =439.7X��� � �� � SEE DRI E A PROFILE �� � <br /> � so �.F �r s� � �.soz <br /> 0 <br /> 3 f � � I � <br /> � � CB-23, TYPE 1 � �; �� <br /> � STA. 24+74.35, .68' LT. � � - ��` � _� <br /> � RIM=444.95 � "� � I <br /> ��`��`"`�`� ' UVE STO GE � <br /> � � IE=441.67 (12"�' E � ` ' �,,� . �,,,,,�, , � . <br /> � � ���c ��� VAU B INTAKE =432.77 t <br /> � � �'"�� �� CB-21, TYPE 1 � IE=4 6.99 1 <br /> � <br /> o �p A �-- - - �, STA U 22+29.13, 1 .04' RT. - - - � -- 430 430 - - -�- - ,-- 430 E�rLl�. <br /> _ �! RIM=444.28 0.5' SEDIMENT ' _. ._._-- ----._. .....____. __�. _ . _. �,,�oF Asgf�c <br /> � I l IE=440.17 (12"�) E,W i STORAGE ¢�" �"'� ��='� � f � '�' � '� <br /> � <br /> o � � � i cs-Zo, � PE 2-9�'� DRI�/E E P LA� �� � � - -----._ ,,� . .:� ��' r <br /> -' : �`9-: <br /> I STORMFIL ER MANHOLE ' �' ��`�' R i�,, <br /> y CB-22. TYPE 1 � I . <br /> �' S O L I D L O C K I N G LID CB-2 A, TYPE 2-48"� ( SOLID LO KING LID SCALE: H4R: 1„=40' � _ .� `�"� ���`��;,= <br /> PtIBL SERViCES � �.- <br /> V��R: 1 -5 .._./ osoe <br /> °o STA. 23+79.60, 11.72' RT. , STA. 1+46.85, 10.72' R . � STA. 20+; 5.95, 10.32' RT. _ _ ! �_ EXISTING ELEV PAR RgSE� ' ,��_;a ic wo�xs �� �'GISTER�'9 � � <br /> � RIM=445.46 RIM= 44.94 RIM=446. Q I EROS [ -,t a.t= � i>F.PA,;r�nErvT SION� $�Cs1 �1 <br /> ��`, IE=441.09 (12"�) ' ,W IE=4 9.69 (12"�) E,W ; IE=439.2'� 12"� W , � r� v, ,�� �, d. n p� _�; w0 KS FE`°-�I�s Rt�QUiftEDFRiOR ��'U <br /> � � � � � �") � � N � TO ":ARIIPJG ANY C ^�STRUCTIUN ON TNtS <br /> �, � DRI�/E(; I IE=437.4$ 12"�� E �� �v � � � � GINEER <br /> U <br /> I �c-� �7 � � � �- � �- � �y PROJECT. APPR�`•lAl F�)ft TtiiS ,'ROJECT IS <br /> SCALE: H R: 1"=40' �' "` �' � P � � ' T <br /> � EXISTING ELEiI PROPOSED ELEV � `� � ��' �' � �'��-- CONDITiQNAI �`�r� Cu�tk�7 S,ANDARDS JOB NUMBER: 13-144 <br /> � y � � AtVD EXPIRES ` �� Ur•:tSS PERMIT <br /> o AT ROAD C� AT ROAD C� I VE�: 1 =5 ( � I /���G FOR CONSTRUCTiON Nas BEEN issueo DRAWING NAME:13144C-RD-PR <br /> � 420 - - - -----� - � ----�- -�----- -- 420 420 42+00 41+DO 40+00 42Q DESIGNERe MEV - <br /> � ►.� ^ r� � o� o ,� n a, � �,��, � co 1., �- .� h �, DRAFfING BY: MCH <br /> �' `� � " �' `� �' "' � � "' `D `1 °p `O "' DiSCLA/MER` DATE: 5-12-14 <br /> �r � �, !� �: �o � � �: � +� � ca rr � ,-� • <br /> h � � er � �- � �- � �- d' �- rr � �t- � a �r- rr- „ , <br /> `�" ��' <I- �. cF �y. tF � rF � tF � rf- � rh �,-«- cF � �h � �1' rt tl' r1_ <br /> � <r- d- <,- �. <+- d- d- �r d- `+- ,<+- TOPOGRAPHIC SURI/EY INFORMATION CONTAINED ON , SCALE: 1 =40 <br /> % � I THESE PLANS HAS BEEN PR01/IDED BY GROUP FOUR, JURISDICTION: EVERE1l' <br /> �, INC LAND DEI/ELOPMENT CONSULTANTS, INC. <br /> 0 25-f00 24-f�00 23+00 22�f00 21+00 20f00 ASSUMES NO LIABJUTY AS TO THE ACCURACY AND <br /> a COMPLETENESS OF THIS DATA. ANY DiSCREPANCIES Call 2 Bus�ness Days Before Yo� Dig RD�Q� <br /> � � ANDNWHA�EENOTED lN/THE�IELD SHOULDPBE S - , <br /> '3 BROUGHT IMMEDlA1'ELY TO THE AITENTION OF THE �11 or 1 8�0-424-5555 <br /> o ENGiNEER. � Utilit�es tlndergrounc! L.ocatior� Center SHEET <br /> 12 oF 28 <br />