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HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-009� c� � 0 � 0 � U � 0 �i U � � 0 N 0 � � Q � J > U � z � � � 0 � � � 0 / � N / � . . � � z � � 0 0 � � Q . . � m 0 � 0 w LL a� N I 0 0 � I N 0 N . . � Q 0 � �o �w \ N o� � � . . ww � J QQ o� �� zo �� �� � ���i��������-������������ ,������ ���� ' ��� I ` ; �--. ,_ .� #'++ ; , � ,� � ` , ._, � ':'', - �� � ; ; ., ---... _ _._ _. ..____ � ��' `� . . �;,�, �...5 �;� ,� M ATCH LI N E- SEE SH EET C400A ������������� �r�;���f����� " �����•.�■I■������������,i��� <<_�; � `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' � r5� � � � �� �/ : t"C � ` �'. �'. �'. �'. �'. �'. � �'. � �'. � �'. � �'. � �'. � �'. � �'. � �'. � �'. � �'. � �; ! ' ,.�^t' 7..�' \,�. ' � � " w - � - � .. \ i �- L ' � , • ` ' � � h � `� V , . : � ; : � FLOOD PLAI N STATEM EN T `;._-_. ;. ;` �;���� �; '; � N p�; ��';�� � ��� � � �� THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS �' 4` �� �° �: � REFER TO THE SITE DETAILS FOR THE STORM �:� -�����������` ,�� y,.�` `�. ti ' ' ' ' ' ��� INDICATED ON THE FLOODWAY INSURANCE RATE MAP .� �; :`��4 �� ; SEWER STRUCTURE DATA TABLE � � ,•�' '>� COMMUNITY PANEL NUMBERS 18057CO236F, DATED `; , ; ; ��.��' i� ; ��� ,��°`` ; FEBRUARY 19, 2003. ;� �; � ' ' �'�� ; ,� � : 4� � ' � � ��; � � ; ; ; .� � .�``� .. ��:;�� . ; ;; �` �; ; ` ; �,, r ��, ..,���� ;� , `1�, �; , , ; ;� � ,• � ; ; '`.___ ''.___ ''.___ ''.___ ''.___ ''.___ ''.____.� `'`.____.� `'`.____.� `'`.____.� `'`.____.� `'`.____.� : ; . : , ��•_____: �`�•_____: �`�•_____: �`�•_____: �`�•_____: �`�•_____: `' � � I � I � ; ; '� : ,�.. �` ; . � ;�����;�������i�������������������� : � � � � ;• �; � i � I� j : ,�'• i F.� t� ` f` � ��� Ha �oiner: ; ;; .ti��;��� .,� � � ��, . r�r�-�� ��� �" , : . �-� � : � �,� � , ; , � � � � ,` --�-• � ��' � , ` y .� \ � � � � � � ' � 6 733.56 . � � /�*�` ���y� � � ,`�� ���~ � ��� `��, ��iii ������������������������ �,``��5�� �� � � � _. _. __ ._ .. __ _. __ __ ._..---_.. 741. 6 0 6 733.65 R �� � 733.77 �,� � �� �� STORM STR #11-� TR: 740.50 � � C 740.93 C 740.60 _._. --�� _ . . .' � _„. _LC �� �� _ �, : TC 743.82 � -, ..�: � � : -- --F- - =-�� NOTE. ` � �`�- ''�- � ' � �, TC 742.86 .�1��� `��� '��� `�:�-..'�., �.._..'�._.`�.._.� � ; � ,.;_,' r. . � ; ��-- ; , \, � ; :,:,�. . � NO EARTH DISTURBING ACTIVITIES MAY COMMENCE 3 TC 744.05� :' ; ,, BC 743.32 ��„ BC 742.36 5`: � PROPOSED 100 YR � �; j TC 743.08 ��; �° TC 742.59 �. _______ WITHOUT AN APPROVED STORMWATER MANAGEMENT BC 743.55 �' � � '� ��, FLOODPLAIN �; � BC 742.58 �� BC 742.09 Q�__.., PERMIT � ' � ` ��� '� � � � � t `� � � � �� �� � ', � � `, i � ; � `, �-- � � � `� ° � � TC 743.75 `�� `� ; � � ; � ; TC 742.47 � � � STORM STR #6 � �_ z r � f i � � � � ; ' BC 743.25 ',. , �; � : . � BC 741.97 TC 742.27 �' � ; '� TR. 740.50 ��, � � ; � �� �� SITE . ; � � �'� � � ���� ��� �� �� � `� � �+��� The �`hn P. T ner ;�Revocable BC 741.�� � � � t ; r�, �' �� E � � ; � � � � MINIMUM FLOOD PROTECTION GRADE: 742.50 MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES WINDOW WELLS AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. MINIMUM LOWEST ADJACENT GRADE: 742.50 TH E LOWEST ADJACEN T GRADE I S TH E ELEVATI ON OF TH E LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL). � � � �� �� h y,\. � � �` � � � � �, � � ; _�,.. .,. -�. -.,: :�. .�-z -> �, . :�-. -- -� . --. . - .� �ca rd s h i �f ru str � � � � � . ��._ ��� ��._.-���� �� �� p �.� �ti \ . �; .._ •, �r �,� _. \:''� . . , .� z�.,.._�.�.,.._z�.,...�,4:. ��. ��� ; --�-- ; z�_ ,� _��� � , � � ���°- ��ti��� �.--., ; ,�� � a'�;� � f,� � ; ,:: ' ; �, .; ; � ; �, ; ,� ;� �., � � � � _ _ .�. � , , � --- -- � -- _ . -- �_ �� - __ � � , _ _ s. 741.50 - -- � � ;- � ���� 0478:15 � - � --�-� � �� �� �� .. � , � , , � -,. � ..� � . .,_ � ; � .,. �..`� ._ --, , --... , , � � . � ` �����������__``___ ; / , � � `, 1 `. 1 I 1 1 � S • � , , \ i \ � i � �' • C t ,� � 1 , , � . <° i ,, _ __�___ ____�___ . . .... , � ; � - ____ ________ ___ -- - --- -___. � , k � �_»�___ ..... I ; -- .__ ___._ __ __-- --- -�__.___ ,c ; '� � -� � STORM STR 8 ___ , __�___ __. .. � .._ � ;' , � . `' ; . ; ; I ; - y � , , �' � � , � , � i � �,, , ,� � � ; �� , ; � �.� � � � � ; ; � ; � � � � � TR: 740.64 �\�� � ; ` `, ; i � � , .' i < <� �� � � 1 4 � �. ; , :� :, 4 . � � , �. :�� .� .�,. , .ti _ _.. . _,. � � . __ . . °'ti _ °'� � � �_ : � : �_ ..�. , �_ �. .. �. .. `'� �\ ..'� .ti. I � i I i "' ` . t�.� .�� �».l .«. ��. �� \t�. �.�� -t��.�% �t��..'�-��.�. �\�...•*'��«..%�..�.. '�\�.. '�'��. � '�'�� .-1�� � ': / �f , . � , , -�f � � ��--� - � �-- , t � 3 � � � ; , , , � .., , -; ,��� ; . � : ; ;� : � . � ; ; � �` � � � � : � : �� � � / � ,' ; � ; : ; 742.92 741.50 ; ` � ```� � ; � � ; 742.40 ` '``� ; ` � � � ; ; �-�- ---=� - --------------------------�===�'� �_ ( _ ' ----- � ` ' � �� �� ;�.. .; 741.15 ; � 741.50 . � � ; � ��` LT��3;� `;,;� �.�•- - �----�-- � - ------��`�---------- '`��`-� ` � �`-----�--------- ' q � ' � TC 744.05 �� � � . ,� � ; � . � � � -��� ; ; ., �, � '; � � � ; ; ��`� �° ` ��� � '`�,�.�� ' �° � � � � � ; �; � �� � TC 741.42 � � ; ; BC 743.55 � � � ' ; � ; :� �'� : � ;� ; ` �:. � x�� ` � �. a . � � `� ; ��` �� ' �`� _ ` � � � �� � � •° � � �� � STORM STR 25 BC 740.92 ; . � o a. � � ; ; � ; : �,,, \ ; ,__, • •, � �,�� �'� �tt�� ; : STORM STR #7 ;� ;�� �� ; w �f ; :�� i � ; '�,` ,' . `.�•� -":� . , �. : : � : � : ; ; � ; � ; ; � _ � �• ;° � � � TR. 740.55 .,.._. �`` ; � ; � � T TR: 741.00 ; � , .� �; � i , ; ` ; � . .�:. -�:-- : € , ' ` � ; � ,��'' \ `� � w ° :s.� �� -�,:- -�. ; I ' , , � ' " r 1, � ` ` I ` � • ' \ � , � � --, ; � . � �. , ; ��. � � � � �.. -Y- : ��.. _�,...._, , -; . _ _,.�- �,�� _ 741.45 � , + 7 � � ; '�.w�. � . � .... �, y .. � ,,__ 4 ; . i ! � \� ��'.,�'`_•\%'`. .ti �'" y �,.•._ � �.•°` � \: --• • � �._. �. _ � � �'' � � � �: - � �; •_ ,� �` ,�. � __� � t ; ; ; �, , : ,� �� I � \:---•�:-•_���.__ ��••_�.,•__���,_._ � 1 - - _ � ` t _ :� �''�.._:'` � � � .� _ `;'° + � I " � � '' � � � . _ _ � . _ . . . . � �.� ,. , ; � �. , - � ,1 ' � + � � � .� L. Y . _1 1 1` . + 4 Y Yt a.�� 1 1 1' _ � � t . � � . �• . � :t � i �� - � I _� TC 741.3 ,' � z '^ � \ G4 ; , _.._---- - ._ . `•a � I �.� � .� �... :1 __. � I ; � ;` � : ' � � • � � % � �� � � -.-�_ .. �i � � ��-.-: TC 741 76 BC 740 8 � ; � ti • • � \ : �-�...- \..���'�,.� ='t, � t ' '\.__•' • • �_ \__..: ..� � 742 24 � � �....:��._._:��.-- ��z_ � � �---.. ; ; , t �' ,�� ., �:._ �_...��.__...Zti.���__�-. . � ..__... , -��;,,..-�-.__ ��..._ .__ ���_.�.��,__..: , . ;�� , .� �, �`` ti ti .�' '�..... ,.�. � � ` \ � e � .� \ c , \ .� ..�; �_ � � � . �� __._.,._. �_. � BC 741.26 �.. ; � �-� .ti. � � TC 743.35 �� , . . , � � � � ; � -�.. -�:. -,.. -�,. -,.� -�,. � � 741.50 ; , ; o� '� � � ; .-�-- ; ������.. �� BC 742.85 � �;�'�� , �� � , ; � • �-- � ��. � ;° � �� � ����.. � . �� � , ,, � . , � -� , . , � , \ .• ��. .__. . , � � �. .-- � �.. �,w� ��� --_ -------- .5 � .,: � CON STR U CTI ON � , . ; ��-- ,: �, - . °. .. . : , ; . � , -------- ------------ �� � ---------------- � ----------------- ------ , --- 5 � , � � � :, , � � , ;�r � � �r� 742.32 } , �� 741 0 �� _�°� .,. �i � I y ��` f �,; ��� _���_� f s` _ � y ± ,��v\ ; �� ��` ` �� LIMITS (TYP.) : � �� .�� �.� � , ��° = � �� �� < r�� .�` � - ; _�_� � � � ..�. ..�. ..��_._.�� --�; ` -� � TC 743 00 � �'� � �. ;` . ���:� � �� o�� TC 742 32 � `��� � � � ._.:1�._ ._.:1�._ ._.:1�._ � � • , .�. � � � .STORM STR 5A • � ; � � � ; � ; ` 4 ���`. ���-- ,.` # STORM STR #9 i �;; , ;� : BC 742.50 ; � � ;"� w� ; � , . . BC 741.82 � `". ; �'' ' � �� � '' � . / ,, ; �: } . � � � �,: . TR. 742.75 TR. 740.62 TC 741.79 I .;� : �; ���..,: � ,� � � ; � ; . :�� � . ; TC 742.14 � ; ; : �: � : f � � , _ � �`�= TC 742.17 i BC 741.29 BENCH INFORMATION C1929 DATUMi i � I TC 743.00 `�` ��;�� �:`� ��� � ��`;N: `� � 742 90 A 4�-�;�`������ �`� . BC 741.64 � ; �-� / 742.80 � • 742.90 B ; BC 741 67 � : � . h .� �� - � � ��._.�_...�_ • � +. I BC 742.50 � ;�; .; z . ��; � � i . � I ; �` ;:� �,• �y � •, . . {� . . , y �_.�� ! � `+� ��� � ; _, _�,.. _ .�. _�. .,. .,; z�._._,, ; TC 741.90 742.75 6 � � � .� .. .� . � ..� . �. . •, 742.50 , ,� _ _ _ _ - � ��� INDR TTA-15 i ; ��� � -��, � � � _- � r _ ��� , _ - ; `ti.--� � I ; � � __. � - '`� .__ a BC 741.40 , �� � ; , 4.� � � � , I ,'�' � . � ���� ry. , :��.���� . ��.�o � ``, '�I..,' � ; ; .�,, �-- AN ON E I N CH DI AM ETER STEEL ROD SET 1.0 ; �- :� STORM STR 5 z. , ... ., I � y � � � � � �'���' � � . 743 00 � � BELOW GROUND 2.0' S. OF THE W. END OF THE � � �Y TR: 740.80 ' B ��---��` � • � I, , � : ;_� ;�.� � \ , `� 743.00 ': ,, �� ; �,� ��, �� �, TC 742.45 �`�,� ��� . ��� � �� TC 742.40 TC 741.76 � -� CARMEL CREEK N. HEADWALL BRIDGE ON 96th i,, � �. ��,� � ���� BC 741 95 '������ � 743.00 �; TC 741.22 , I ; ;, ��`��'�` .� . � ;,�,.� ; • : x� . , � x ; BC 741.90 BC 741.26 BC 740.72 STREET, 0.93 MILE E. OF KEYSTONE AVE. o , i ,�_ .� ;�. � ,: ; � B � � . � , , ELEV - 737. 87 ' � ;� :` : � � `� °;�' ����� � .�; , °,, ��` TC 741.41 � � U � � ` . . � ; ...,� E 742.75 '' � �� y :, 742.50 �� BC 740.91 ��' � � � , ` I ,; `� _ ; ; € � � � . �� 743.00 � �-- . �� 4.. � � ASI TBM �30 � � � :;� � -;:� ; �I ; TC 741.90 � , q ��.� ; � � � ., ; __,,. ; � � , ; ; ;�'' <<.:� . . ; � �.� � � � � ;� D I SK STAM P ED "H AM I LTON C0." ON N W WI N GW ;-���� �-,��� ��; �� ; ; BC 741.40 � ti� �� ; ; � � � � � TC 742.10 ; �:w � .. � _ ; � ;`` , OF 96th STREET BRIDGE OVER CARMEL CRE ;` TC 742 30 , ; � �° � � � / +,� 742.1 �-- TC 742.06 BC 741.56 �ti. _.;,��.� �,� � � � ��� _._ -- � ,� .�'' ' �'� y �` ..� --- -,-,- - - --- - , � �� �, _ �; �� `' -- ' � ��--- --- � ` , � . : - � : ►� ■■ r � � _a . . .� �I ,. .-: : :: �.:.__ .._ . -� . , � ' •_ _ � `� . : � � � � ������ �� 0 . �•i ' .ar.w .. _�.� � , . ��' . � :��,���►: � . � ..� ���i� I�I��II �� � . . ............. ..... d.. ...................................................... r . . � � .��.� �.��.���.�.�.��.�� � . . -�.��: �_ _ __�_�4__W!� ,�-� - ► � � I I • '� .� �� � � � .��.�� .��.�� T.T� / , .�' � ■�l� �1��11111�� �« I1... : .�............ .............. .................................. . . ................. � �_ , � �.� �:.�.: _II •- - . . - . , �, --•-• � -• i� . � .'. ��. ! � � � � ' • . � ;. ■ 4�'� � . ; � �����������• .: - . � �.�1��1.1�� _ I � . � � � . �� � : . . � � � • . �'� � � , , � � � . ; ,,; �:, IR� r��r��i E3� , �1� � ' � ���� � - - . . ��►. o � ���:.�r� r�r : � I • p ��.1���� . . . G ���,��",�_,�,����_�����;��, � . �. � �:� � � ;' � � . �. � �. • � � . _ _ m . � � , • .�,�,r;+�x!�''��' �, �: ". �� �:. � � • ��. .,�II��� +�,,��. ,���. ���������. ;�. � -�- - . � ` ,, • . J I �: ' ��► . _ _ .� _ �����`3; ;;.,_:.:�`�. - "" ;�► . ti z ��� a ��►� � , �� ti1 " �r .- \ � , / � �� � �� , � � � �, , � _ � ��� ��� ,� � � �i y�- � � � � � � � � � � � � � � � � � �`/ � ,; III III i , � I � O � � � 6 • ` �I� ��� ; � � �� . DRAINAGE SUMMARY. , II I �j �� � `, I � � m� Q(�I , ,� � `, I � ��(> THE SITE DRAINS TO A PROPOSED WATER QUAUTY STRUCTURE THAT PROVIDES �,� � WATER QUAUTY TREATMENT PRIOR TO DISCHARGING TO THE PROPOSED WET �, -���. , � • � �' _, � �'� �� � ���.� �� ..� ; , ;�� � � DETEN110N POND. THE POND DISCHARGES TO THE 96TH STREET STORM SEWER � ,� �� `��' � � W� LOCATED AT THE INTERSECTION OF 96TH STREET AND RANDALL DRIVE. TW 738.00 � .� � ��� I � � BW�W� 737.50fM.E. � I � � Q ONSITE AREA= ` BW(E) 737.50fM.E. � � I � o�-SITE AREA= . �.. ;�; I � 96TH STREET R /W = � � TW 742.10 � I � 10 YEAR ALLOWAB E RELEASE RATE= ;� � _ BW(W) 741.60 � 6 � � 100 YEAR ALLOWABLE RELEASE RATE- - 3.53 CFS ' � 10 YEAR POST-DEVELOPED RELEASE RATE (REDUCED ORIFlCE� ,,,�,� BW(E) 737.30fM.E. „ � � � � � � � I � � 100 YEAR POST-DEVELOPED RELEASE RATE [REDUCED ORIFICE) 3.50 CFS ��ti ;� �� � .� � II �;,,�; 4� � ,.� I � 10 YEAR POST DEVELOPED RELEASE RATE (ONSITE ONLY�= F � �Y� � I � �� ��� � � �`�j'�� ��; �,�� � �� �,��� ,•; � � � 100 YEAR POST DEVELOPED RELEASE RATE (ONSITE ONLY) _.�.�� ;.,.��; �`��_�_ ?`' '�I � � 10 YEAR POST DEVELOPED RELEASE RATE (INCLUDING OFFSITE) ,_ I�I ,`\ ;�� �`yy� ` I � 100 YEAR POST DEVELOPED RELEASE RATE [INCLUDING OFFSITE� 14.49 CFS 3 ` � `\, ,��• I� �; I � ; DETENTION VOLUME REQUIRED _ 149.846 FT3 � I�I ;.�;' �� o� I; � � DETENTION VOLUME PROVIDED 149.846 FT :: : ` 1�13; � �� ; : . :' �p ;; ��� �; ; j � A 5" ORIFlCE IS REQUIRED TO MEET THE RELEASE RATE. HOWEVER, SINCE THE ` � I .-� ��� ;; I ���"., " I � MINIMUM ORIFlCE SIZE IS 6, THE ALLOWABLE RELEASE RATE FOR THE 10 YEAR `� '� ��y ` �� �I���`■'*'�y ; I � EVENT IS EXCEEDED. , I I Y� , , I I V �4h ii\� 1 I S: , � ` � ��� �; ;.� .�� I � : � j � ���'�`� ; ; �� � I � I �'�� ,�� .�' � � �� ��� . �,�,�� � � � i i ���, �` -� �, i � .� � � , � i�;;, � � �; 1 � � � , � ��^��� �'' -' " II � \ � ; , ,� . �� ,� ; . � � � , . � � 3s �� i � � � � � �� ; � ; � III� �I � � I � � � � �� � p'v v � � � � I �I » � 1 , � � .� �_ �� � ., _ _ ��� �� 1 �� � � �--� --- `� � � I O O I I I ���4, I � . '�`i ' " _ � ` k'~l'\ � h h C � i � � � � � iY III� w III I �`� � II I � ��______ � ' ��"�:��� ��_. -�.�_��---�:,- -�, �. i � �� � -- ��I .:�.._. .�.,�� �� - �� . °���� `� ��� � � l � � � ��PROPOSED 100 YR ` � � ��� _ :__ .__ .__ .__ . : -_. �.� �.� �.� �.� �.� �.' �.' �'-•.. ;�� FLOODPLAIN, ,.��� �� ;� RIP RAP REQ'D. k�� .. . _. __. .__ _ .. . ;..� __ __ __ __ __ __ __ __ __ ._ . _,..._, ._�_�..�:.._�..._ ._�_��� � `` 5 � �., �., �., �., �., �., �., �., �. .., 4 . .. . . . .. � � � � TW 742.10 ;��� , ���1--, � ,�„� BW(W) 741.60 � �' � '�_ � � � � s, r BW(E) 736.80fM.E. :., , � � � � . � � .� � _ , _..� _.,.. _ � _ ., . _ .. .. _ � � ��- ��� ; � : . �- ..I���� �� 1 I � �`� � ���� _-� �I � p � -. ��� ..�� � � + , % � � T � �� � - ���,� I� I � �,��`' `,.�� � \ � � � � �� � �/ � � � � � � . .. \ .:�,..t.. � \ L.1_ ���,�� �° ��� ' " on� curb) i�� � 0 �� . ' J �` 736.22f M.E. � .. �� �:�;*�,� � J ` , �� e`ist san itar mh �,`�� � � , .� 2 �� � y , i i Q ii �,.._ i. �����4 � � �� t 736.94 � ��� o ,� � II � . � �:��; ! � Ill��i/(S):727.52 r�,�.� � � 11��1/�11�.727•49 � �' TW 742.10 . ; � 6 � � ���`' ` BW W 741.60 � u` � C) i: ��� ' BW(E) 736.80fM.E. I � ; ��. � � ` TC 736.14 _�y�i ; ; . � � �� k�4 ` � � � BC 735.81 f M.E. 4\\�t'�r � '� i z�y.• --1.. - --�.. --��,.• -,.. - --• ��. ' � � � � � �, TC 736.10 � ����� �� f y BC 735.77 M.E. �� :� � � �� II . ;: ; : �� �;� :, , ; , ; . �: � ` '� 736.26f M.E. , :, � ; � ,�� , ' � ' '� . ��s � _ , '+`, �.� "� __.�'}� � �._ , • , ` : I ,� : � � � .�-�� �; '�' � � � °. � � � � • ELEV. 739.60 P ON D EM ER GEN CY SP I LLWAY N OT TO SCALE ����.�.�."��:".�: ".��.�.-.,�,..>>_4,.��.4,-��« 11' OF NATIVE PLANTINGS REQ'D TOP OF BANK �`�� '�. ..�,�., ABOVE NORMAL POOL �.w� ��� '�..�, `�� 4 .,,�_. _ �._ �._ ��.__ �_...,_. ���_. .._:�._...�._.�... ���__.�__.. 3 ; 741.60 � ��., , �:. ,. . ��.� �. . ��.� �. �,. � \�_.�,._ ,�. _.-.. ��..: �' `� ;: `'`; ; . ;.� , � 100 YR. FLOOD � � �y. , � Fi =���_�n : � ; _ "DO NOT MOW" SIGN t 1 � t� ; L , 10 SAFETY SH E F 1 � � � �� �T `\�• �\:� `t�� 't' 4 ��� .�. ��. .�,; _�.. _,.: .�. �,....__,,. .�,. �...__�. ._ z�.,.. y, - �,_ `'��.. ,�6" TOPSOIL CAP ON CLAY LINER RE 'D �� . Q , � �� 12" CLAY LINER REQ'D �_. ,.�._ . _ �.__:. ��__:.. �__,t_ _ ...__ .��.__ ��._. ��.._ .��._ .,.. :���__ ���_. .�._._..��.....:�._._.� �.__.: DETENTION POND CROSS-SECTION N OT TO SCALE � ` STORM STR #51 ; '� 1 �: � 741.60 ' '� � � � ` ; TR:735.75 � �. � � i t� ; ` : .•� � f `, .� • . : � �� � � ` - � EXI STI N G LEGEN D � BEEHIVE INLET � CURB INLET Q DRAINAGE MANHOLE Q MANHOLE � GUY WIRE � MAILBOX • GUARD POST � RIGHT-OF-WAY MARKER Q SANITARY MANHOLE -� SI GN � ELECTRIC MANHOLE m ELECTRI C M ETER � LIGHT POLE � POWER POLE � TRANSFORMER -� GAS MARKER GV � GAS VALVE i-O BRACE POLE � UTILITY POLE � TELEPHONE HANDHOLE �T TELEPHONE MANHOLE � TELEPHONE PEDESTAL JI� TELEPHONE BOX o DETECTOR HOUSING � TRAFFIC MANHOLE fi� TRAFFIC POLE � TRAFFIC PEDESTAL � FIRE HYDRANT �O` SPRINKLER VALVE 0 � WATER WELL � WATER M ETER M� WATER VALVE VV CONIFEROUS TREE a DECIDUOUS TREE p�N o �c�o� QC�M,� ��� o (� N � � o�� � ZZcj v J � L � w QO� � =�a°o �Q� � Q ti �°z`� �c� _� J � � U Zz � O � W � _ z ~ Q �■■� U � w� Q � � ■ ■ ■ ■ . O ``�����11 I I I I I II /�����i �,,• � FETAy �%, `` �� � • ��/ ,� ��` Q' � ���STE C' '% ; � RFo � ; , �� , � � � � No. = = _ * 19900549 * _ _ _ /�• � �� �� STATE OF .� �� .,o,�;•.. �N NP • ��,.. .,� F DI A � �� `�. .,, s� � ���,. ��,,, ON A ���� �� . � � � � _��� � � • BC 741.60 ; � ; TC 742.25 � � TC 742.45 '� � ; °; �� �,,,� , ' ���--���- =� -��_� !�� • �, � 739.60 ��� ; � � � STORM STR 52 i � M.E. MATCH EXISTING ' - � " " - 10/1 /2013 ELEV -742.60 a� � ,; I BC 741.80 ; �� BC 741.75 ; � �'� . ,, : ; TC 741.27 ��.� _ �� .; ; �� _ _ ,� . ��' � # � � '�ERTIFIED BY � � ,, � . ,�; , , �� ., BC 741 95 742.90 � STORM STR #24 =` � � ` � � TR• 735 75 � ._ � ;;,` `,;. � ; I�� � `� � - ; `` -�. ,�,, • ; � BC 740.94 �� . � � �; �� - .r ; ;� �� :.�.��� ' ; • � •; �, � � EP EDGE OF PAVEMENT o � .. .� �; �. � r. �s TC 742.20 , :.__... �--.�_. ��__.=., ; ��..__._ .. �'�, TR. 740.20 � ; � � > � . ����� '�� , . a � ; ; ; II � � ASI TBM 60 •� � TC 742.60 ���; �; ,�� BC 741 70 TC 742 45 J"� � ,��, � � � � � / � TC 740.51 � �`�� �- - _ � �, ; � ~ � � , � � BC BOTTOM OF CURB � V � � `� c' ` • ; � '� _ � '` ; : t � �:`.. � � TC 741 21 BC 740.18 � � ������ � � , ; � �� � „ „ . � = BC 742.10 . .� �-- 4. � BC 741 �95 ' . 743.00 TC 742 40 ' ' � � . , _ � .. � ' `� � ° � � I � CHISELED X ON SE BOLT FIRE HYDRANT, �E6 � : ; ,_ ___ � ��� • �° ���°� � ; • ��, ,` ;�� �l_ � .� � .� .,��. � � 741.60 :., ��; - �u � �� ;4--� :�.�� � � � � � � �° i� � • � - - - - - ` , � ; �' « �. ,.� ., ;, '�.._ � �` - . . ; ; • �' •� : \ � � : � ; r , �� � �- _.. BC 741.90 :, � � , �.� - BC 740.88 ; � � � � � _ �_ ; � ��.���� �,�-.��� ��, � �� r;;. � � TC TOP OF CURB � ,; ; � �` �� �: __..._._._._ _ _.____... �� � . � � --�! .� ; < ,� � � � � ,'� ; ` N. OF 96th STREET AND f30 W. OF RANDAL ��,__ ; 741.50 �� � \ .� � �: � ; � � �_; ��--�`�_ � .w. 1� » > ' i � °�_ ; � � � r �� TC 741 63 � � �� � 1� . ��. - :�.. � = ; � „ � ' ��� .� _ � . `� �'�° � ,�\ ����\ ��� �t. � O �° ��' �s, . �� .,� � � , :ti � ' ' ��;�� ` w `�l�;L \,�- .-il � � � . � �� 742.90 � � ��� `�� ��������� �� �, �� • � � 740 83 ���� � =�: = � � z�:,.- � `�" ; � ``� � � 000 CON TOU RS ROAD. m � °�����t_...� TC 742.25 � ; ����������� ����. � BC 741 30 . a ��.__ � . � ; ��._. � �, . ; � - � I z•' _.�,1 l. � i � �,���.��` ``� � • I � �� a � �.` �+ � ,.. ���� �` . '��� 73�.7� `\������ � � _-y , I � f f f ELEV 739.76 � ; ,�` ; ► ; BC 741.75 ; B TC 742.17 • ;� '� ; � '�� � � _ - _. � �_ TW 738.38 � � �.._z 0 40 80 . _ � : , � y TC 742.40 --� � B .�- � .� � '. , -�__...� � ___ ____ ___ ____ ___ _ _. -, __, -, � � ; . . . � � � � � TC 741.80 ; ; � � ��.. ti,� .�.. ��� BC 741.67 . : � � �-- 739.10 � �'��� � ��� �; � '� , � BW(W) 737.88 I � , 4 FLOW LINE ; ;� ` � : BC 741.90 � � ;� �'� : � STORM STR 22 738.90 ���-.�.�.��_:�� .�.� � � ,� __. � � �� � � ; ��� ��� BC 741.30 , I ; � ;...-- ,... �.. ,` ; � ; � , # � � �� � °�� � �� BW E 737.88 ��' ASI TBM �61 - ,; ; , � TC 742.00 �..--_� �. ; 742.64 : � TR 739 60 �� : � .� , : ����-. C ) � � » » > ; � � � � BC 741.50 " .°° ' �,, 1. TC 741.15 739.70 �`� ` .� ` , ��._. -.�� , ^ I ti TC 000.50 • i `,�� � F i i TC 741 60 =. � STORM STR #4 , �� �,�� � � �� ' ' 738.78 � .�. �.� .,� � �_ .�.�z: ° � ,_. .__..����� CURB ELEVATIONS CHISELED X ON SE BOLT FIRE HYDRANT, f300 � i � ;� � ,�'i ' � ; TR:740.40 TC 742 40" �-� ,��` ; �. , �; ;� � • ;.� " �--�� � ;� �; �t � ���� ����� � � SCALE: 1"=40' BC 000 00 � � � BC 741.10 � , y . , ; �.yBC 740 82 � ; , `���� . � � � ` , � ; 742.90 � , N. OF 96th STREET AND f30 W. OF RANDALL i �:- -:��� ��� � � " BC 741.90 4�� ,•��� � ;� ; �� � TC 740.65 �..w �;,� r: f REFER TO ROAD PLAN AND , �`.'� ::� � `� ,. 741.58 ' � � � : BC 740.32 �" `� �a; � � 4 � � -a ������"���:�`'�. ; �` : � : �I , f � .•�° A � 742.90 ` � �� � � ' " ` ; `� � �� * � ;�_ �� PROFILE FOR GRADING b inlet ROAD R �, , � ,� , � . � �.. t/� �Sa • i TC 741 � VO ' , i�� 1 1 j ' ,, ��. .6' �,i. • y i � � ..� �.. �n�? :t,', � � � fy��� '�� � J%�+4 11 , `1 • /VT /� ; .� ;�` ; �� y 742.90 ; �oo° � � ;�' � , � � � � �; ; � ; � � .f �,� � ; ;� � � . . 000.00 SPOT ELEVATI ON S ELEV -738.37 ;�� ; � ; --�-_ , ,,� �� TC 742.20 �,� 743.00 � .�� � ---�--------� ------,�----- ;�-' � � � . `�; � �..�` STORM STR 21 � �'`�`�,; � .�.w �;- `� �; � �� e : 732.87 ; BC 741.30 ; � , ., � � ,� � `_. �`._. ��._. . .��.__ ���__-..._... � � �; . � � :.� � � � � .� . # »:; � � ` � .. . .__..� �.� , ' . ♦ , - � ,, � � ; I ,______. ' � _ ` BC 741.70 ` ; � ��� B �.� ;. 2.0 � � �:� � y�` TR: 739.60 .� , STORM STR #54 `, � i �• 7 2.96 AN ELECTRICAL � TC 74 0 -�- . � � n v` 3 `�, � � ; ; �.., � ---�� g � .9 �' 742.90 : 743.00 � `� � � �� � �� ,�� • ; � �\��� TRANSFORMER ASI TBM �62 ; i , ; � : � � ,� -� BC 741.50 � ,� � � �, ���� . � TR. 736.85 ,; ������� » » > � ; � : TC 741.60 ��.- � i � � TC 742.40 ,:� ; � �Y � TC 740.10 � ; �� ,� o � ; �-�� I �� ���\\�� • � . �._ � , � • �. � � : �-- �.� ,� � � 3 ���� � f �.... i . � , , , . TC 741.29 � , , �\� CHISELED X ON SE BRACE POLE, 60 N. OF � � � - . BC 741.10 - 743.00 � � ; ; ; � BC 739.77 ..���` ; � , ; : � i ������ 96th STREET AND f200' W OF RANDALL ROAD STORM STR 3 � _ € �- �, � �� � � BC 741.90 ,` y� ` ; 1 Ye� � BC 740.96 � :�-� � 736.32f M.E. � ;;` 735.66f M.E. � . . ����������`, A SIDEWALK FLUSH WITH ASPHALT . . # ; , PR . POSED DEALERSHIP � � ; I � ,: �; : ,, � exist curb inlet ������� _ ; TR: 740.90 ,., ��; _ TC 742.00 , -� �r�------� ; f � � ; ; � `: I . � � STORM STR #21 A � � � � °. v € �� tr• 734 86 ��������� ELEV 740.11 ; , ; � � � BC 741.50 � , � 28, 767f S. F. TC 742.40 �h , ; .y I �. � � . ��, : . . „ „ �__,, -, --�.,,--.�_ :�_ :;�_- �;° ; . ; -- � ., ; ; ; � . � . � INV(NW).735.27 �; �P , � inv w :732.76 B TRANSITION FROM 0 -6 CURB �° I �'�� � , ° ° � TC 741.80 � A � 7.2f AC BC 741.90 � � � � ; � � 741 36 � I � ) ; �:� � :� ; -� �,� TC 741.84 € � ; ; �; • � STUB TO BE CAPPED � � �� ��� � ' �_ �� , . ' � `��` ��� ' � ; BC 741 34 BC 741.30 � � � � _ ; STORM STR #19 � ;, I � � � ° # STORM STR #20 ,, -� �,�� ���;:� ; �� � � �; , ,�,� I inv(s). 732.76 , � �,.. � I �� , ; • ,� � � �� � FFE 743.00 ; . .� ;�: ; � � . AND MARKED � {- ; ��;�� � � � ; �� � �I i i �; .; ;; ; ,� ;: �� .,�,� � ..�� ; 742.50 TR. 740.60 ,; � � 4 � � '' TR. 740.10 , ; '� ;.� C CU R B FLU SH WI TH ASP H ALT CAU TI ON . . : : � ; � � , ; ,� ; 743.00 � .���� ; �,, TC 742.40 : ; � , � ( p ; � � ,,� ; ; 734.95f M.E. ; ;� � , . � � � � � , .� .� � � ��� � � a � � � � ; �� � �� � �., , � X . C ��� C ; I �' '� ; � �.� I III ; L ' ___ ____ ___ ___ ___ ; ; � , , �- . _. � : -�-- :. � ; �, BC 741.90 �, , � � I � � .� I ; �� , ;� __� I , _ _ � � �__, � � -�-- . , � � � �. 740.90 � ��� ; � . �� ,. , ��;��� , , THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES : � ; ; TC 742.00 :» � : , � �-�-- � ; , �� ���, ;� ; � i � �, � �- ; � i ����� ��,.; �.� i�i�� ; II ; � ; , I � . ��; TC 742.25 � � 743.00 �� � � --�-- � `, `� ; 742.33 � �-- ; �' ; � �- ; ������ ; OVERFLOW PATH SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND i : ; ,°� � �, BC 741.50 . ; 742.90 � ; ��° TC 742.20 �; ; -� � � € � � � . ii. ; ii� • ; � ; ; � ; ; � .�.. � BC 741.75 _. \ � ; ,° � . � � , ; : ecti�i� o I �__ ; . . . . I ; ,� ..; � ; �_ :�.._ :.._. � ...,�� _ ; -�� C � � �; :�_ : . � TC 742.08 � � � � � � , Y _.____ __;________ ________ __ EVIDENCE includin but not limited to manholes �� �� � i ` � ��=,- �--�°' � 743.00 � BC 741.70 � � ', � , , . ' ' i 3�° \• � � . '' � \. _.-' ` {� . • I' ; I � .��. ,.«� . .\. `.«� . .\. `.«� � C 9, , , � :� ; �� � � �- ..._ .�._.= �__...° �...� .,_. �. . �; .__. �: BC 741.�5 3:1 M A X � � �� . . . . . . � �- . ; � ,� ,, , , ` -°�__..: �, � �- , I , � cy ; � �� � � � � � ` , ;� ' ` � . . . . . . . . � � �; ; ; , �, ; ;,,, ; STORM STR #4A �-� � � B TC 742.20 ��, � : . . � . . . . . . . . . . . . . . inlets, valves, and marks made upon the ground by �-.� .� �;�� ���; ��� � . \ � � , d- ; i �: i i i ,. CONSTRUCTION ; 5 � ;: kF..#�. ��� �.r� ; `, INV N :736.32 � � �� A � �, �'s ���v"� . BC 741.70 �; � �� ', � ` �° ; � � ` � �� �� LIMITS TYP. ��� . . . . . . . . . . . . . . NATIVE SEEDING others AND ARE SPECULATIVE IN NATURE. THERE MAY � .:��; � �� � ; � � . , 742.80 � �, �� 742.�90 I ; ��, ����� ; i �, ; � � iii ; �; � ; C ) . . . . . . . . . . . . . � , _ � , �� ;. � � , ; � � ; . � � ; .. � � 742.09 �.� I ���.�, � �,� � �: . ., . � �-- � � ' � ; : STUB TO BE CAPPED �� � , � ; TC 742 30 ' � � ��; � ,� �::, � � �, �, ` ��..._:��....:�� ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR i : ��� � ; � � �� � 743 00 q � . : __ __ `' �ti ' �� � `� �� � �� , `�-�`���-��� '�- ���-� `��� ; _-,- _ � * � AND MARKED ���� � � '; � 6 ; I � , �; ��, I r �� �� �,; �; �-����` ,:� � �����,. 12�� ' �� "� � `'� � �µ ' � "�� GEN ERAL GRADI N G N OTES I � ; ; , � ,.. : - � �� � � 7 � , BC 741.80 ;� � I � - . �-- , �� ` � °� � � WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR : `� > . , : � � � �. � � � � f A , / ���oo � � A s � ��'�1� M .� \'\ �ti ` ` � � �;y4 II I ♦ ti11 � � � �1 1 � � ; " ,` ; � � �� � . 4' � 742.90 ; �� - . � � --� � TC 742.08 , � ,. ; . , ; ; I � � � � �" � � �� f __ ' � � �° � ; ��� ., � �� ��� � ; WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE i ;� � STORM STR #2 �' � � _°� - � i� �� i�i � II i � ;; ; ;� �����, `, ...�..� 742.75 ��� ; , _=____ --��--=� � - ,. a � � k ' � BC 741.75 , �� �, ; ��'� � � � 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. EXACT LOCATIONS OF SAID EXISTING UNDERGROUND � ; � 4�� TR: 741.05 ; �. � ..� � _ ° � �� 742.15 � � y �--- i i ; � C 741.80 ; ; � `; � . 742.33 �� � � � � . �f� � » » � �, ; � � � � UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR � ;� � � ; �� � � `� ` B �� . �� � � � OU TLOT B , � ; ; � � � ; � . � TC 742 41 TC 742.43 � � ;�� �, ' � ; C 741.30 � ;. , ; �� ; :� ;: �: � TC 742.55 . :� .� ,..__. 742.01: , ; 4� , 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. TO ANY AND ALL CONSTRUCTION. ; ; � � --� : _. �, � y�� � ���� BC 741.91 -� �;�� � ��, i�����,.. ; y; i�i ,� �� �� I . � cv ; I--_ � ; BC 742 05 ; .� 742.70 BC 741.93 ���°.�� � � " � , ; � � :. ; � � , , �� . • . � ��:: �� � 0.9� AC � ��;� ;: ,., � ; � , � , ; , � �` � �, A � � , , . .. , ,, , TC 741.63 I �-z � TC 742.08 � � ,� �.. ;; �� � � � -., 1-800-382-5544 i ; �� ;`�������� � � � STORM STR #12 �� . • ��` x A ` TC 742.08 -{�. BC 741.13 � � ;���� ����....,, ��������;� .;:h �,,. �<' ;`� II � 25 U&D.E. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS VERTICAL AND HORIZONTAL IN THE FIELD PRIOR ; .� ; �� 743 00 : ��d,°��� BC 741.5s � FF ELEV: 743.00 � -� `�� ���� , C ) � � ; ;. ; � � TR: 741.00 '����.�, ; ,," __ _ ��. ' ; 743.�00 .4. ��� Y TC 741.78 BC 741.58 _ °�"' � `�� ° € ; '�' ��������`� �� � i' ' TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD CALL TOLL FREE � , � � � , . . .� � ��� � � � S y ��; � r� i � , � „ II � � � �� � �� ;��; : � ,,� .,,,.,; � . � .K � � � .; . BC 741.28 _ ���������: 741.50 ������ � j �� ; � • . �. , � . , '�. ,��.�, ; � _ _ f .� . � , � � , � , , , .,,, PAD ELEV. 742.33 I � �� �� , , a,�. � ; �;�`,� i�� �,, � 2 , � � DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD INDIANA UNDERGROUND � �� �� ��:: ; � ; �,.. , �: � 742.80 � TC 742 65 � � � --- - ���! � , ; � �. .� _. � i� �� , ; i � � � ; ,.. : �� TC 742.00 � ; . �� �� • � ; . ��. '� _ ._____. � � t� ' �� � ���; ` , ,. � ;� �� � ; `� , � ;' , � '�, \ \ y ��.= ,,ti .� V_�,ti- � � �,`.+4r , ti �* � . �� , � � I ; :; `• BC 742.15 __ -�, ���� ��� �t--�� z-. ,.- :,- , I ��� .,�,..__ti...__,, __� ,� , .,< , -�: ,. ; ;; . � CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. i � � _ , \ ���-'� ��• 1�..' , � � \ �'�: � �• l, , I ;� , �, BC 741.50 ; B TC 742.55 . � ��� � , � � ± � . i � � � `� �� � ^, l ���� r ` i � �j " 1 � � I I I � - -� � � '• f � BC 742 05 ` a � � ' ti � � ; �: �`� � . � ; �' ; � ,� : . TC 742.00 ,, � : �° ° � • : ��� ` ' ` �-�°� TC 741.63 � �� ' `��������', �� � � '. ��� TC 740.00 :.. ��,��--� � `��� ��� �� � 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND TC 742 25 ; � ° � . � _ �p � TC 742 65 TC 741 45 � � � � � � �� �' ' � � � • ; 4, � BC 741.50 ; � 742.75 � . x • • � � � � � : � `� ' � ��. `���� ��� �� � � BC 741.75 ;'' ;:,;; »» � � 742.68 , .-� BC 742.15 BC 740.95 ,..��� �� ...�� BC 741.13 ,�� ::- ;�� �����...,,,� y .` 742.33 :, BC 739.50f M.E. . ���..,,,,, �,-�� i � EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR S ; �. � � 0 U TLO T A � � : ��, , ;��j � �A - : ,,., � � � � � ; : � , �,.__ � � � . .; � � .� I I � � _ , � ,�� .� _�, � 742,� g� �� �; ; � TC 742.00 � � ;� � ', `�-�°���..--��-.-: v' �� �`; �-���.�.__. ; � AN D OR U TI LI TY COM PAN I ES SO AS N OT TO CAU SE DAM AGE. �z... � I ; ; ; � ; �� 743.00 742.75 � STORM STR #18 : ; ; , � � % � ; : � �� � : �, �`` '°� : � �.- ; �� I � ; � � : � (1. 0� A C) TC 742.40 : � � . �� � ; ; ,,� BC 741.50 � �� . �� ; �� �,� � '�� 3:1 M AX � .� ���.. � � -��..;�� ,:__. .�,__.__ ; ; � �` . � - - - � � TR. 740.60 � ,� , � , -�.: . ; ; � ,, � ; ; , �: ; �-� � � � 1 ; � � ��' �� ; � ; ti + ` ��� ` � � � \ � � � ���� � � FF ELEV: 743. OO �, ��,. BC 741.90 �� � � � � ��°�� , : 7R TC 742.00 ```���������,,, � € �- �� �� . ,, � ,: '; ; ; ' = 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO � 1` � y �` � �; . '6 ' �••�i `y /i : . , ; yd. . � �[' 1 . - + � i� � � • / V � : �' " 4� ` � , ; ' • . . � � TC 742 31 ' , " � TC 741 ; ;. �,.�; � � � � ; � TC 738.07 �, °--�� . . TC 741.85 f � � ;�:;� .,, ' � . `���� ��; �, . . o ; �� � �� � � � � ��� � ' � ; .� BC 741.28 BC 741.50 ,,; � � REFER TO ROAD PLAN AND ,,,� ti ;.�� r;�� 44�_� �., �.�� ti 3 START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and � ���, � ;: PAD ELEV. 742.33 , ti � ,.• BC 741.s� ._;� ; �� :. � .V : � �� , � ��,�� � , ���.� � Bc �3�.57f M.E. ; BC 741.35 �� ;��� ��� :`����� � TC 742.65 . i° TC 742.86 ,: ; ;.: ���;� � :�� PROFILE FOR GRADING N I ... ;� :��� ;,�,� ��._-.,,� � , de th SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR r � ♦ � �, . � ti -µ^- � _ � . � . � ` : °� � �_ �� ;` � � . BC 742.15 742.68 y��, � BC 742.36 TC �742.55 ; '�k � � I � ;: � � � ,-�',�� �, � �� ,� � � ; ; .� �_��_.._. I . �_..� P �..._..�. . ; -� ; � � � i ;_� , � f ,� � .,,ti �� � � i. �� , , ; � �--=`��°�`�--�°��--��`��� OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A � � �_, ._. � ��� �:� �� ` �., �� ,.� � ; . BC 742.05 �;. � � � ; ; � �., � � �. ; ' '�� �� I +� , __. � , . . ; ,��..., �������� � .. ;� � �������� , � _ � :�� . : ;�.., , �`; . REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING � ; STORM STR #1 . �� � �� h� �� TC 742.31 . __� ; � �, � � � � � , , , ; .��� � � � . � � . ;.__ � 741.82 � ��:��� ; ���� `; � � .� ` � � �` � SANITARY MH #04 r--- c� � 1 ; � ;�� � CONSTRUCTION. _.�{ ; TR. 741.05 STORM STR #13 -� ��� � �„ i � BC 741.81 TC 742.35 _� . ; ���� � TC 741.82 � :�� `� � � � � • ; ' ����; �� exist sanitar mh � ; ` ' TR • 741 00 "� ` � TC 742 29 �� - � � : � ' ; TR. 741. 50 Y �` � BC 741 85 � _� € � _� , , � , _ . , , ,.� . � ,. , , . ; ; � � . . `\ � , . � , _ �� 4 .,' � _. _.. ; . , t ' � . ��, . BC 741.79 � ' �� � . � , BC 741.32 I . �. , � , ; � �� ------- r. . _:� . � � `� ;' Cn , � � ���� ��-���� 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR _��,. ___�. __�, _, .., �� h,,� _ ; r � � •� � STORM STR 15 .. -� J� �, , .�.�. s� ;` � ; ' � ;� : � �,_.__�,..__ . �� � � ; � �� ��; � i,.��� � # . � 4. ; TC 742.00 .� °� � � ; : C� � ``� � _ � ; ' .,� I inv(s): 728.25 � ; 3 , r 1 ��� �; ` s� ��. �ti_. ..,..,r��:.__, � ,7n/!► ,_ ;� � ; , �,�- � , E , , 4, ,��y � ,� , , MATERIAL IF WITHIN 5 FEET OF PAVEMENT. �� TC 742.75 � � , ; � 741.50 0 � `� ``�� � - � :� � ' ; �� � � � � : � I n n .7//� R I �` ` ` ; C ti /, `�- `'�• / �O�VO t• ���.•' � \� y+ ,�+�``, BC 741��o I �� � � ; ` � F �y � h �`�� `*`��'� �S � 1,••ry�� �4�,� ii I11�11,• / `V�O� � \ � ; s �"" � \' - - _ _�_ _ _:__, - ' ' i ; -�-` � , I �, � 4 '��` , � ,. , ,4 � ; � � -�\ - -- -- ,- - --- - '��," � w � �� �.�.� �. - `I � Y - __ � - I _ �` - � •�,�_.` ,�•-� ..� _ _ » .,... .. ��`` �__ ____ . • `. ' � °,. : ;� : : � .i: __.. ... ____ .,` _ ____ __� __ , _� ... ... __ ___�t___ ___.,, ____ ___ �___.,___ .....,... ___ ____«__ ___.��_ �__ ___ ...... ... .... •_ �. 4�� . '',. � \ '� � � . ;� BC 742.25 � ; : � ; , . � ., ! ` . , � . , � ; � .. �.. � � -- �.. .. �, ;.-� �:-. �,___ ,..._, ...__,. ..._� ,___ ._.. --� � , ,� , ; , , 742.33 , �, , � ��..,, ; �v �����,::. . � . � . , �� �, �- : ; � �� � ; ,�, �,.� : � ����.. � � .. � �. �. �,.. .__.:. � � , , , � . , .:, �._ � _ _ ������ °�� ° _ _ ������� ���.. ,_,..�, .� �.:, � � � .. : � � . ; , � . .. ; ,.,� �, � . 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE i � � . \ � � �• i \` � /a��� r+� � )y , � i y�z � ` _ _ � � r �:.4 • ``;?� ' \ h� I ' � ` i � � I � G��� �,` �.,�.�..�� '� ��3 `� 1 �.-. 1 � 1 i': f ''a i �«< ..> >�« ... »' � . , � ` �'.. •\ \ 1� 1 '''.. �1 • ' \ fj'��] l �;`` _ . . .� ., •`.. �� •�`. I .�. �:`` n . .:` .i� ` ' ` .' "\'`4 i` h � `^ , i \ ' 1 ' �� ��., � � 00 � � �, .,. w , , LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND OR \ � ; � � ; � � � . �... ��___ ___ ___ ___ ___;____ ___ ___, .. .: _�___ ___ ____ _.. ......__ ___ ____ ___ __-- - --_- _ : . _____ � C0N TRACTOR TO PROVI DE � NO�• `...,-'����_.''�'�\�� '\�_ '�;�. ��.••�` �'� � ] , �__�` �• ,\ � � �� 1 � � �.�' , ��_. ; `� � � � � - __. �._ ` � 741.50 ` TC 742.00 � , ; ; � 742.33 �, � �.. ; ,�.�, , � .-i ; �� ; � : � • �--- . ,,�_...:�._...��.._..�-�._...� .__ �. - � TC 741.57 , � , � ; : J ; �° '�� ; s .� ��� �: �" �� REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE IF IT WILL BE NECESSARY TO RELOCATE � � � � � � ���`�-- - � �� � ` ' .�. ; �-. ; r ,� �� � � � � �',_ .��� . .�__..° ,� �. ` BC 741.50 � � � J � �` � _____... � _____ ... _ � ; ; °�� ; , POSI TI VE DRAI N AGE � EXISTING UTILITIES THE EXPENSE OF SUCH � . ; � ��° � � -� BC 741.07 , � � � a � ; � ; :�- � -- -1-- ;� � ; : �,__. �j �� DETERMINED AT THE TIME OF CONSTRUCTION � ;:� � � ; � ; ;� ��y �� ��� �., � � � ; : Q � ,���� `��� ..._. : , ,_ . fi__ � � , , � � ��,. (19� MIN SLOPE) _ • �. � i �. STORM STR #14 �! . � � � : . ; ' � � � ; � �, . .,�,_...� RELOCATI ON SH ALL BE TH E RESPON SI BI LI TY � � �,� ° TC 742 36 ��{ TC 742.40 : �:3 TC 742.75 ;�; � � � ;�, f� ��. y� ,,_...:,_....��._. : �� . .��-�--:. , � • . --�-- � .. , p .� �;� .� ..�.. �__...::.__...:,__�. ._. ��....��.__ � OF THE DEVELOPER. ALL UTILITY POLES �' ; � � BC 741 86 � BC 741.90 �• 740.95 `,, %� Y�� BC 742.25'������,� � � . � �,, � � �° 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION CONTRACTOR . � ; : , • _ �-� __ _ ______ =_ , � ��' ; � z � STORM STR #17 ; �� � SANITARY MH #03 �� � � � . � � � -�° -�- -��--- TC 742 75 ------------ -__________� 1.. , � , TO TEST FOR AND CORRECT IF ANY STANDING WATER CONDITIONS SHALL BE LOCATED WITHIN ONE FOOT OF � ` r ----- --- -- �-------- _ � ' ' - � Q � � TR 741 50 j ; ; . �`' � �. � � � '� BC 742.25 � I �� '; � TR: 740.10 - � - - -`� � � . . > > > • THE PROPOSED RIGHT-OF-WAY ; ; �� �4� � � , � �, .� _, TC 742.75 � � , , ; �C ; �-�. � ���- �� : ��: ��� II t � .:� : , � �,s � � � �------ � . � � �-� . � � : �� � � TC 742. 75 °� 1.�, --- ---- �-� � .. � � : -� � --- � + � ````````�� � ' � : ; ....,..... - � � � ; TC 742.75 <.� �� , z . . . : ; � . � . 4-����� ���Ar'�� BC 742 25 ---� �--�- : � � L }r� ---. ���� �;��,����......... _;__ __________ ,���,: , �,.., ���.., � 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. � � BC 742 25 � • �' � 6 ,, ; �� _ ���� __ � • �, BC 742.25 � ; : 3 � ; ���..� � ,�� � , � SEE DETAIL SHEET FOR BOX ; ; . - - _ SANITARY MH #01 _____ � ', '; � 3 � � � �,. � ; � �`������' ��`��' � �CULVERT REPLACEMENT . ... � � � . 743.50 � , �`�� 743.00 ----___ _ TR:742.00 � �`, ��,` -- -- - : � : � , ; , _ ...- ��..._z�.... _ STORM STR #16 ---�--- ----- ,, " ..� ..��. �� ; � : - PRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS . a � 740.90 --_ -- � ---- 739.75 _ ��� �� 739.75 - -- 739.75 � � �� ;`�� , � TR: 740.10 ; � f, � �� � _.: . DEWATERING DETAIL ' � -- ----------- -------------� --- -- -----__ - -----__- a�-===__-------��------------ - ---- TC 742 75 - - ., 74017 , ; `,4;.�` ; :,` �.,w. �:, - � _ � INDICATED. ` . . , - + - -------- ..::. � v: 737.19�; 743.40 �� �. ��.�........... ------ ---- • -- °� ---- ----- --- ------ ' � � - - \\�� �- ' ' ' � ' � � � � �' `� ��������`������������`������������ BC 742.25 � 737.17 +' � . .< i ; �� �� , � ��, .�s ^ , , , ,. ;� . � . , : : � ; � ; � � ------------- j -�. �- .�;- z � � �` } wooden si l�i � � ��., "���- ;� � _ � � , . � ;�� ��w,.... .. ,. . � � ` i � r r' ti• . ------°._ ----------�---------------- : �'`� : � ., z � , � --------- ----- •--------------� � : S.-.`._�� � . . - r--------- . . . � . , . ,. """""""' ______ w M ES � a , , �� ��� � �� ��� - �� �' ` � ��� �, �`� �` ��=�_._ • 734 84 11. ALL STORM SEWER M ATERI ALS AN D I N STALLATI ON SH ALL CON FORM TO LOCAL STAN DARDS. _ V ..�� 1 \,� �. �.. . �'�f �. ; L ; �- r� ,� , ; �� � � ,� . . _�r _ ,.�. ,> >, ., .. � � .._ ,_ � � _ �:- � STORM STR #61 ... ' ; ,z _ _ �` :.�,.. _, �: � � . . TC 743.40 � . � -� �� �. a � -� �. --� ..�. n .�.�-- - ; ��. �, ��:,�- :, _� �,� � �� --�, � , � , � � . ,.� �_ �. .�. SAN I TAR Y M H 02 ., . , , `. _ �,.. _ �.� � .<_ .__ ti � � 742.90 � 4c- � 1• � ' �• w 3 __ _ ,, . � �. �. . _ . �.. . t � �. . ._ , � .... ... .«. ,._ ., � .___ ___. «<. . . . . . .... .... ., ..... .... «<. «<. fi . --'' . �.. .._ • -•• ` - _ _ •--� -• �--` �. .«< .». »>. . _ .--• «<. .... . ..., »> .»> .». � --- -. .�.._.. __ _.._ ____ - 3 � 40.17 �, .,�:_., ..�� �- ��.,�,, �_ .�.= ;, � / _ -;�. BC 742.90 . . ,� � ..._ .- %� �. .._.__, � �� I N V W/ . 735.57 -.. �, �. � t � . �� _ ._�_ � � � � �: �� .�, _ \ � `�' `�. , 'i ` 1, ��.... �w�. . . ... � I � i �'• 4 . ti, _ r�. 1 ... �� .�. � T �. . . ,�� �� ��' �� �� .�. �. `1 .. � . .� ... �. � . �� ` � . � _�' �. �� � ..____ . ____ , ., - _�__ _____ ___. � � -.��_�- _._ _.__._._._...._._ �. , ► .� ��. � . �� � ._ 12. I N VERTS AT PI PE OU TLETS AR E GI VEN AT EN D OF PI PE EN D SECTI ON. -- - ,� , � �_ _ , ► . .� _ �,::. ,. . , . . .. � �_� .� -� q � � :-4y-- �.: . . . .�_ -f�-_ :�- --- . . , .�- _�- TR. 742.00 , �,:. ,;� � � � �--� � � --� i -¢- � . .._• .__T_.. � ._ �,r..•3 - . . ______________________ J`r . . . t � • . . \°''' �'` w;: _ ._ _. , • 4 • , � r .f _ . 4 ; . .�� �.. � .- .__ , :e- -,• _ . 7 -- . _ ._ ._. �� .. . _ , ._.... �y r _. __._._....... ��______.---- o � � � . � � '� - � � ..�i+'�� _._._ _ __ . _.__._._.------ ._. - -- -- --- - �' �' � ,. � ---- � �� �- .z.. � '�f-..� ��' _.__._ r ..� - .� _._____ _ . ---- . ; _, ; �----�-------- `� I'C1 SS . `� .� � .._..___ ; _._._ _ �-- , _ . --�--�t3�-r�e ��:� ._ _._.._ _ ._._ 740.11 s � . ���- _ - . _ ____. _._._._. _ � h�w �� �. � �.� '1' �t � ' - .�� ��-- �• �g �� _ �� ... _._..._ ; �4 _� .�, _ � P� �� . -;��� .� . ; _.. - --- �.� � -� ?, 740.19 '�� _ _____ __ 3 rc • 4' � - ». _�. .� _. 740.17 �. ;;=, - - - -----. �� ----- --- � ��;: . �....._.__ _ �_.. � �� ,.. ti � - -- � - ------ --=� -� `` � - - '' - `` � _ .,,, �. . . _- - 3 .� _,� ._ �----------- ���- , , P . � ___. .__ _ - � -- �._- �--- - -- - -- - �.- � ... =� �- �`- , . ��...� - - - ---� -� �- �� __ � - ----- �` � � .. - - - ._ 740. 55 �._�_ �: - - - �. -�z_«< __ .__. ___. . _. _..V y _ � -� - - � ._. - � � . � ��. •, _ . _ t �+ � � � - - �.�� .ti �. ��� ; _._. .... � � STORM STR 60 ,.--_�� ..._._ . . - .;� _ < � .__ -- _.; _ �° . .�.µ ._.__._. _ � � � ... _ ... : .. . ( .�.. . _ }'�,� �. � _ _, _ ___ � -�- - - �� » s .__._.___ ___ ',. . .�. �.. . 1 . r� - ♦ � G\•• .�.� � �r < < � 7 « � � � ,..� -. . �� L . ..._ .. � �. . � . % _ i-- . � `�\ � � . � _�' �.. . � - - » .�... -� _. ( - _. _ TC 740. 80 _ _ � .� a ... . - -, �� . � -� � ��� � . �--.. . . }+ _ � .: - � , ...� ._._. ; � . _ ;' � . . � --� -:.. �:��- � � �.--- -� _ 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. �.L • t ._ .�. _ . ..�.. '�'� �.4 .... . -4 � • Y � �L 1 "� � _�_-- -�s._ � � �� � � � � � � ��'�. . .�' __ , _. �..,�.. ' � 1� ������ � ... .S �ti h- _ _ _ _ TC 740.80 t _ �. _ _ � ��: _ _ � . _�.:� z� ._�____ ., -r 4� ,_, ;-,- . -� - =�- - j - - .�-_`� __ __ .�. . - - ��+�+��..�. __ � ��-� ��. ,. : +�• �_ - _ - � - - _'�' �� - � - =�'--��- y=------- • �x � � • • H l' � � _ � �� �� � � � � � � � � � � . � �\Y.: ��.� � � � � � � � � � � `� iii�� '�� �. � � .«< � �._�',� � . .�.� .< <�.� � � ^ S` .. �Y �� ��___'__ °?�--�=�� � �� - .. ». «<� I N V E . 736.66 , �i:. �__. t..-� - . -� . -�---__ � ��.� � � � ) , ��. .__. BC 740.30 �'. - exist draina e mh bli �' tie � as�'h�a��� shoulder �. ___�.�_ > >,_ � .�..�.. � ��� :�,_-- . � � � P � �� . . -� BC 740.30 .� � ,; �:..: � ,� - - - - - - - - �- - - - - - - - - -� 740.75 � . „� „ .,,, .,,, .,,, .,,, ,,, .,,, .,,, ,,, .,,, .,, �,�.��,�»,» .�.�. ..� .__. ,,, .... ... . 740.28 ..� � � w ��:.� � r - - - - - _ � � �.. � -� I � W � � � � � J J Q Q Z � Q � � Z 0 H Q � U � � � � � w � � � � � W W�� J W OC W a � � V � � � � � �■+ � � __. .__. ___ .__. --- --- --. _ _ . _. .__. ___ ._ - - - - _ « . � �.... ___.:. .� .�- -- � _ __ __ ___ __ _ .. ..., ... ... .... "'T ,�.. - � � .� ,� ''�� t � ` --T- �_ ___ _• � .___ ....... .___ � ___. �L.°�'���' .. �h' � .,.. �' �4 � � � � � � � � � � � tr 743 21 -.-__ � � ��_�...� � .�-���-���----� � 14. DUE TO SITE CONSTRAINTS THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT 743.12f M. E. .�,. .. �� _ _. __. .._ .- � _..-._- _ -� ;.: � ,_. ., . ,-._ . . . c� ''°. 3f ., __� �- � '°� �. -�=\ � '._ .ti •\�.....� �`�'2"°._._.''�_...:�\�_..� �� � � � ��..-- �__.., • . . . ` .,� TC 742.90 1' ,. ��� �_ .�--..-.-.-_- 740.80 fME �� :�� :� �� � }:�� ' ; 4 �� �° ��� 740.25 fME �' � inv(e). 735.83 � so i white lirr�' 742.26f M.E. ��.,, .�� �-- �. _. ._� .______ ,_�, �.� �� ,� r1 St. � o. ,� - 35 24 ��� °�, �°�� ;��`,�' �� ���` �� ' ' mh IS THE CONTRACTOR S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR --- --- ,--- --_. .__. _ .__. B __ .__. ___ �� __. --- ,--- ---' --- ._., ..., ... ..., ..., ... .... .... --- --- �- ___ .__. .__. ___ .__. .__. _�_.___ `� � �����`� � `� �,' �,� � ��=� -�� �' �` � � °� `�-- . q ��' y,.�.�� � �� tr• 738 9 BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE • '�� � t. ` � � � h � 4` ` %��t�..' ��1 ���_x• �'.� ` 1ti%� �2\��.. i"- r„y' 4 �'� ii � � D A TE / / r�' . . � '1 `',-�. � �,�� � � 741.05 f M E ; . . ,.__ -- ` ��,� ' � � � ;�s. 740 47 f M E � ' 740 41 f M E 740 58 M E � , . . . 12 21 12 `�° �`�� � `����. `���� 740.95 fME ���' 740 48 fME ��,__,. 740 51 fME � �� ��`� � • �� • 1 ' . ��dashed white r�,te) �., ��� � �� •� . , ., , ��_. �..__ .__ .� � � � � _ � -�t-�-��w). �33.16 BALANCE. : :� y�,� - }� � , .,,. .,,. .,,, .,,. .,,. ,,, .,,. .,,. ,,, ,,, ., „ .,,, .,,. .,,. .,,, .,,. .,,. ,,, .,, ,,, . ,,, .,,. .,,. ___ .___ '__' '__' .___ .__' '__' ___ .__' ' .__' '__' ___ .__' '__' ___ .___ '__' '__' .___ . __' ___ ;_�, ___ .__' '__' ___ .__' '__' ___ .___ '__' '__' .___ .__' ___ .__' '__' ___ .__' '__' ___ .__' '__' ___ ._, . �. „ .,,, .,,. „ ,,, .,,. .,,. ,,, .,,, .,,. .,, .,,, .,,. �,,, .,, ,,,, .,,. .,, ,,, .,,. .,,. ,,, ., ,,. .,, .,,, .,,. .,, ,,,, .,,. .,, ,,,, .,,. .,, ,,, .,,. .� - ,� �.°�._ ,,, .,,. .,, ,___ '+�J i �_. ,�„ ,. .,_�__ __� .��. , � ; _ _ ,� . . , � �. � 740. 43f M . E. � �� 740. 42 f M E � � � D R A WN B Y: P E D `� �. ��`�� � j :.'���`�` .� ��' f �� � � STORM STR 55 inv(e�73�.26 �5� � � �.;� ;`� ��.� �: �°�:: �:,, �`�' ,��-� exist �r�inage mh �. � 740.49 ME � �� �� � . � > > > > , :, �� � �,� �;. � .,,. �� �i�` �� � �-�� # �.� 15. THIS LOT LIES WITHIN FLOOD HAZARD ZONE X & ZONE AE AS SCALED FROM THE FLOOD ' • . � ��` ��'� '`` �� � `'�� �°� ��� tr: 739.52 ��,��., �� � , .;� �,�� � � �� �// TR: 737.31 �� CHK D BY. AF � ��, �� � � ��.� . .�� � « . ��.� . , � � � f � �w --�-- g --�-. � ,��, --�-� �� --�- � �� � INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, - -- , ._:__ , , . . - ' � � • • • �. ��� • • • �� • • •• •• •• . •� •• � •• •• •• •• � •• •• •• •• �� � •• � 6T H ST R E ET - •• •• •• -� � ' •• � •• •• •• •• •�� •• •• •• •• •• •• ��u •• •-� • • =� � � � � �� •• •• •• �°�• •• •• •• • • • • �: �` • • - CI TY OF CARM EL, COM M U N I TY N U M B ER 180080 & 180081, PAN EL N U M B ER 0236 F, DATED FEB R U AR Y ' 2• � g inv w � JOB NO 201 1436 � ,� �' ; `� °i ; � , � inv e :734.44 �'��` �, .� � � {TRAFFIC SIGNAL MANHOLE � �;� � �; `� �� : � � _.�..., � � -� � � � RIMS TO BE ADJUSTED TO C 4 • • � �� � _ � ` �� k � . � � ` � ` ,. , i � R EVI SI ON S » ��� ,�,� �,���� • • °� � �� � _ �; » � �GRADE AS NECESSARY A � • • �� ��, . 10 vc .,. (dashed wh ite I ine).... �� � � � � �4v (da y d wh ite I ine) `� � . � . . v ._�__ . �___ ___. ___ ___ .__. ___ ___ .__. ___ __ __. ___ ___ ._ ___. __ ____ ___. ___ .__. .__. ___ __. .__. ___ ._� .__. .__ ___ .__. .__. ___ .__. .__. ___ .__. .__. ___ __- ---. --- . -- --- .--- ---. --- ---- ---- -- . �_ . � _�:--. --- ___ .__. .__ _ ___ .__. .__ ___ .__. ._ _ ._ . ___ .___ .__. .__ ___ .__. ___ ___ _ _ __. ___ .___ .__. ___ ___ .__. ___ ___ .__. ___ ___ ._ . r. . . �- ,. _. - . . -- --- - - --. _ __ __. . _. __ _. .__ ._ � __ - __ ._ .�.. _ �_ .__ ___ .__. .__. ___ .___ .__. ___ ._ _ .__ ___ __ .__ �__ ._ --- _--- ---. --- ,--- ---. - -- ,--, - --- ,- ,--- ---�- � _.� 1� � � . . t 74 � _. ,...._ -�� _. .__. ___ ___ -�. .__. _. ___. ___ ___ ___ __. .__. ___ _ .__. ___. ___ __. __ ___ . 16. TH I S PROJECT I S SU BJECT TO TH E CI TY OF CARM EL S STORM WATER M AN AGEM EN T AN D P � � --�-- � _ . _ , _ R -- �- -, -� -- . .... _���. __ .__. ___ �__ .__. ___ �__ , _ _ __ . . - -- . ___ .__. .__ ___ .___ ._ _ ___ .__. ___ ___ .__. ___ � .�; �::, �__ .__. .__. r ,,� ._� � � � �� �..�4� � � � � DETERMINATION IS TO BE � ��� � � ��� . . �-�� ADLS DP 06 04 13 , � � � ��,�� _.,...__�,�._:,...__�....--�.:-�-��... � �� �` �# a s h a I t �� � .�_�� � � � �� � . . • • • .� � � �� � �' � . . . p ��`� as halt �� inv(vu�)���19 05 STORMWATER QUALITY ORDINANCES �, ,� ��- �, C P ) c�� �s �MADE BY THE CITY OF � ( ) , � s halt ,� - � �: . � � � � � � � solid white �9�e , , ,� '!� P ) .� � �� . �� � � .�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__.�....__. � � ) , ,� � ; � , ., (s #�� w ite line) � . � . .- in v n. 728y 0 ..- :.� - _. .__ ���� ..- __� .__- --- --- ---- --- ----- -- ---- --- - - --- -- ---- �--� --- _._� ;. . .1 .... «< .«. .«. «< «< .�.. ���, .��� .��. ���, .��� .� «_ .__. . . . � � . �:..�� � TAC 08 16 13 �. «<. «< � .��� .� ��� l .��. ��� .� ��. ��� .��. ��� ��� .��. ���. ��� .��. .� � .�� ��� .��� .��. ��� .��. ��� ��� .�� .��. .��. ��� .��� ��� ,��� .� � ��� ���. ��� .��. .��. ��� .��. .��. ��� .��� ��� ,��� .��. . �. ���. . � CONSTRUCTION , --- ,--. .__ ___ .__. .__ ___ .___ _ __- .___ .__. ___ .__. .__. _��_ .__. ___ .--- ,--, ---..... .... ... ... .... --- --- .--_ --- --- .... .... ... .... .... ... ... . --� _--, --- __. .__. ___. ___ .__. ___ ___ .__. ___ __ . ___. ___ .__. .__. ___ .__- ---- --- ,--- ---, --- ___ .__ ___ ___ .___ .__ �__ .__. . .�. _� _� � � --� � ; � ..:- � 5 � : � ,� ,� .. .,�.. _� --.,� .�.,��_ ._� __�. CARM EL EN GI N EERI N G � -� � -�-- --�-- , � �� - 4.�- ;, ; � � . � ? �; � � <� �� �� � ` �� � �-��=y � ��� � � �.� �° �. 17. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER EXCEPT WHERE LOCATED IN RANDALL � 4 __ .--�-�°� ;� LIMITS (TYP.) � � ;�° � .� ; .� �� � �� ,��� �,�� �� DEPARTMENT DURING � �� � ��� `�� �� OMMENTS 0 1 13 �, ��� � � ,. �- , �,� r� �� ��.-- (sol id wh ite��� e) � � `� � �� _ .� W. . ��..�� � � �. .- - �--- � �. ( �- - - - - - LI C ,� � .��� � (sg#� w ite line) .�� �; �� �.�.� �� �: ��`° � 5��` BYPASS RIGHT OF WAY STORM SEWER LOCATED IN RANDALL BYPASS RIGHT OF WAY IS PUB ; 5 C 9/ 0/ , � : \. ''.� �ti� �:.� : �� �>�_ �, .t , .� . , � ,,,.,, ...-� � � . --------------------- �- �------_ -1 � � � � _ _ _ _ _ _ -'� _, _ _ _ __ __ _ _ _ _ _ __ ___ ___ __ _ __ __ ___ _ `+� • • • • • . . �. - � � _ _ _ _ _ ___ __ __ ___ __ __ ___ __ __ ___ __ ___ _ _ _ _ ... ... .... ... ... � � � � � -�-a..a.i. �� ��. �.�. �.-ai.��a:�.� i:..rars�ivi:..r � � � � � � � � � � � �7i.ti+ ....Y �. �.' "" ___. ,�. � � � � � � � � � � � � � " '�"" "' " "' " ' ,`ial� � .� '...., ..'ai�a.a� }rvLU��� aai aati �aai � aar .�ai r� .... � .� �. ._......_._____-. . _.�. �: = .� � . . � ,�_�,��_�_- _� �� �. ,�.��-�,�.,�.�.�_,�:��. ��_�,� �,�,� ��_ T � . � �... CON STRU CTI ON I F � � t � - - - - - - - - = � � � .�_�� � � � ,. » '� �J �. °�� .�' ,,_._ ._=. � � - a s h a I t sh ou I e��` .. � - - �� .���� �,� �� �.� � . �... -� �- �.� � ,,,� �,� . ��- , � � � . -� a �, ��` ; STOR M SEWER. � , ; ��� � P � ._� ---------- ---------- �� . �� ,J � as alt sho �r ?��� -�. ..� �, �,�.. �- � ' -�== - - -- -- � -------- -- -- - °� �=- ---- - - -- ___ _ - _ ADJUSTMENTS TO THE C P � COMMENTS 09 25 13 6 C O I'1 C C U r _ - - - - - - - - - - - - - - - . -i- - - - - \ : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� : �� � . - .�_.. _.�:-- - < «<. .... � � .- ___. ..� -� � -� �- �� �- � � � - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - = �- � - - - - - - - �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__. �..__= � 6 � � � � _ �___ __��. .___ .__. z�..,,,.�,,, .,,,. .,,,`�_�__. «<. ... .... . ,,. .___ �__ . �.,,, .... «<. ,___ .,,, . � __�. .... .,_. _�.. ...�.. .. _. .__ .,,, .... ... .«. . . «.. .... .... .,,, .,, ___ «<. � y,� �a ��.y� � ---� a-�-� `�~ � y,� �' ..�._�...»._ �_._,�z ��� ,.�-, .._-. .�....w� .��v,�:.. :��� ] ��-�. �, �t� �. .+F.�. .«.� .... _„ /���« «< .«< .��. .���- ...... .... « .« � LJ �i�' . �� .. ..., ,��� .< <. .... .�„ .�, �t" ,�\ , ��i «...��.�.. �1.� �.�. ....�� � � - �� _��...��. S"� �f � .«��� ,�� . I- ... .��. .� «< «.. ... �a.� , ... ��\ � `�, .. ,.,...• �Z .,7 � '> • \ ....��,� ��� , stt�.�}titi1.�»»»���».�„ tS� . �. . � � .� .� i1ti4 � � M �� 1 . � .� ��. � I � �w � »��.»� .�. } �.�.� � � ��. � . ,»�� �i��« �.� �� ` M ..... ...... .... �� \ .�.« � .�.«. .«.. / , �.�. �l«. � . a.�.� � � �»_� � �� »� �.�, •. : • ..•r•. . ' . . �... ..� . ���. .���� .��. . . .. . � � � �� ..' ' .�..� .«. .«<. . . �� � � ., � y . . � Y � �.. ��..� . �.�. ��� - . .� .� . . �v � �� .�� ��f �.�.... . � Y� • . �. �.�. � . . ` �. J � � � �v . � � a � .��� ����.� �� .���� ����.� �v .� � � . , ._.... � � : ._. ._.. ; . , , __._._._......... . _._.__.__.. __._._.__ .. _,_ _. _ _. ._ . , . __. ._� : ...... .P.__._._. _ ._.._. . - _ __._ _.__._ , _ .», »>_ .�.. ,. � . , _.----._._.__._._.__...........____._.__.___. _.___ .....____.___-- -__._._........ . . ''�. .-� ;y .-• 4� �,.- ��'r __.__._._.__._._ ` � � � : � � � � ..�. --� � �,_, ,.� y.. ._._. ..� .._. , ��; �r� ', -- --__._ - ' _ •_ � . � � '\ �'...4 .. � _...... _.... __ �� ,,'�'t� � �� � ��a,' ' �.r°; ` � ' ' `, ' - - �l� . w / . � �� �� �.� �z � � ,���. � �r �. �n on� c;��� � � _.____ _. ` ���.: : -.�-.__� . conc . y , � , � ... �: ..____. ..._._._.__.-----. . - _._. ( ) . � �..�.� ��- � -� .��.�� •�..�� 1 �� cm ,� .3 � � .-, ._, _ - � ..__._ Y _____.. �.�. _____.._. rass .-,, "� � 18. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED � COMMENTS 10 09 13 � :� �.��:_._. � � ..� ----� ._. .., ,� , � ._._._ �� ._.__._. .;� - _ _.. _ �, ___....____. � _ ....__.___---._ ...__._._. . �. ___�_.____,_.----�--------- ___ . --�-- 7 �� ._._ ____._.____ �.._ -:� > .:�_ _._..._.____._.__ � ._._,__-_ ------ .. � , ,..__ . ���.. - ---�: - � / / , , ��. ._..� .� .. . -3---- K .�.��. . . . . _....... �:� :.- - --- -- ___.__----_____._._._...... �=�. :,.. FOUNDATIONS ARE __,., �:,,. �, . ---- � - ---_____________. . . . - --- . . , � _. - - - _._ . . . ..�: �� a � `�. , �- �� --.�.�:-._._ , �_ : �:_ �,. �,. . � � - .._. _. , _.__._. �.._ __.� _ _. � . . � � ., / � ._�_. ___._ ......... .... __ ... _._ ;: _ . -- - .,;;� �._. ._._ � � _.� . .... :� ;__._. ___ . . _„ . , e� , _ . � -,-.�._._._:_.. . � --- ...._. e� ._____- --- __.. -- -� , � �� ..._ �M - - - - . , � --�---- --- -----� - . '� ._-____ . . ---- ---- . --------� . _ ._. .. �4 _._. -- - �.. _. _. . ._ ._, ._; , • . ,� 00 .____._.._..__._.. ._,____._._..______._...,__._ _ ___ _._ ._ ._..._ ., . _, � , --, �- � ...__._ �.._._.__ _.._._::�_..____ ._==-. - - __._.._...__.__._..._ � , ., � � ; w � �._..._, . ,� � .W �. 4 � -, - .. ... , _._ _._._. . ��&. � __.____�... . . . ..�. ---- . ...__ BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE . :.., -.�,� � < k .� � .. . � �, , �,� _._._.________._._...____..._._._._.__� ._____ �.__._......_.__. ,fir��:- �37.'t��� . ____.____._.__._..�?�.--- �.�.�.�.---- � ----�- ----. . . �.-==-._.__..._ _. .; .____._______._____._.____._._.__._._ _. � � � --� / � ; ���. -� �- .� _. _� , � -�-- � � inv: 737.59 � EQU D. ,�.. � ..�---� --- � _. � ,� . � _ _.y � . ._ _ _ . . .. _. �� .�. . . . . _ �.: _ .. . _ _ _. _.._ -------- �� -� � 4,; � � : � ��__ �__ � . :.�-- �. .�..�� .. �'��` 7r��:�- 3� �03�:_:: �� � �- ��° �, �', �� . __._. � - � � � � � � '�..__ . c c ad '� > > .� , . .,,, �.. .... ..__ .... _.__ .,,, .... .._ �.. __._. - . I U LTY ,: 1 ; �� .»..... «<.,.__ .,,, �.... .,,�,. ___. ___ .«... ,,, .___ .--_--, �V ... �__ .,,, ,_, ,_ � � � � �,____... _.__. � .�:; � , �� , _ p ) � _I APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL C RCUMSTANCES OR DIFFIC � 4� rass :� / �, � . �,. � � � � �,-� (grass) _ , ��:. -��i___�E __ �. � ... . ... o �� � 9 ) � ; . �. � �.. _..vi� ��� --�-� .. � � 1 � i � '����� . I� � � I �orooden si n � w ��` � -�- � � � �� -� � ) � ,�,. � .� ��� �'� �� g � ; ��.� � °� � ,- ���� "� ���� �»� ... .��,»>�,� «-;;� ���� iz1 «.� �»_.»_ «__,_„_ _ - ... �. �� ��� ��� ���� � �i T � s � � -��n+�:, ? �.� Q , �_,;� .�.. ._ « �� -»� ���� ���� ..� �� ��Y,� {� DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED � �. ;� � ( con c) �. � ��-- �, �-. , � ...��«<.��.� .. ��� �; f � � � ��,���, � �� �.� � . .�, ., __�. .__. .»_ ..._ �.. �.�._ � ;, . ,_ �.. «. .� �� � __ _. __._. �6� �` � � �' u'? -�- �." u^ ,._.-S �, ��,`�� �` � , � � 3 � �.; .�...:t�;. ; • � �+� ..�..____ _ ____ ____. »> .... : �..«. ___. � ...Y C r� c ; � � :; ..».ti- .Y� }�,��� � �,� � , �� r/+� 1 `� .� � -z � � . ��-- �-- f, .��,.. „ � � :� �� f-�� �� f °�.` , i y��� �. � �� � ��� . ����� REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE � I Y< < � � �j � a1 VI S S / 4� "`�r ....,.. "� � x*',�.. �l � \A,� t�.� � �..�`�,,� %%'i � Y� R'-'\ „''kt 1 "� �ti ♦ ii '/ � �.�` �"y I f"'` r � oY �. � ��. `�' i►J:'' � r I � . � , � `` ,�,� ____ �t ! � J,'' � 4 ti R 5''� ,.a� �.ti � 3� � � � , , \e . �? � ••�-:' R P� i'' p,�� � � J / y�� -, :: `; � � �� ti ti\ V ' � t� �,j ' ' '�• � M1 \ �. 1 O 14,.�:f � �. �� � \ r "�♦`', ii � j /`` �.� ' � `�� � . ± � � , 1 Q � � �t � I i :� ` � � ,�44 i' � ,+ti . i� � . ` \• � �- � -. �..t ` 7 .�S" � 4 , . . . T `�`� f' � _ �t ;' � 9 ) � � :- P� . � _ _��_ � �, � �: ..,, �oh� .� �� g ,� ;,� .�� ,��� ,, 4 �__.. � �,��,��:_..� �� ���� 8 ���,,,� 8 --� -�. .-�'� }�, � � -- .� ;�, conc pc��1� , .� ,,, � , ,. ., ;��: �� 1 ��� DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A �; � + / iL �� � �� .�t �C � �� \ �tiy �\� ��v�\ti � µ � �`�� �� �, y t. 7+� � ". I • � �.. . ' i�,���°����� ..: �`�` �`� �� � `� � ��� --� � �"�� ` ` � `�`" I�I v ��'�-�� �� ���`�� �� � �"�, ''��� � ` ' ,��� --��� REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE � , � . . ; . : ° � �; . . ._._. .� - -��--' �--�-'� �' y� � s, V�I � ���� • �� � ��� ..�-�- Z a� halt s' ,�. �,, exist �anitary mh � � exist sanitary mh . , GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR w � P ) � , , ������� metal s gn) tr: 740.5� � tr: 740.33 exist sanitar mh � o exist sanitary mh '�� • . � • . tr:740.56 y LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT � � tr.741.73 inv(w).730.00 I inv(w).729.71 THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED o v inv(w):731.73 inv(e):730.00 inv(n):729.60 inv(s):729.46 TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE v • inv(e)• 729 21 � inv(e):731.68 ' ' WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. � 2012. 01436. CE. 07. C400. GP. d wg