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HomeMy WebLinkAbout035-97.development plan� I � � i , 0+00 1+00, 45.95 1 46.05 1 {� � � 847 O 35�± of 2��F�CP I .00 % End Sectio Irn. 842.50 IEnd � Inv. 8 20 SY. RIP-RAP 847 Z+oo � � 46.64 � ' 9 29 �� 48. I I �-- �T- ,�r i � Qi_ �y _ � � � / _. �` 350� of 10" pipe q(� 0.28% ���� !�^ , 49 93 a+s�.g� 48.75 I BT MH s ��� ` ~ O +--- 9.82 � - p� I T- -----_ I B 465 � °�,' Rai�e Costing � �, �i o� To fl 97 � For detail of PENN ROAD 849 35� of 12�� RCP 852 850 848 849 8� 852 852 851 � 0.30° � Se� sheet S- 3 8 0 850 850 849 B48 853 849 � E�ndNSeClto n , �� 848 Str. No. 127 853 852 85► . . Inv 846.72 0 Of 15 RCP --- - - ---- TC 850.31 �a 0.30°/, Inv 848.33 ------- 30 of 12 RCP - -___ _-_ - - - --- -- - ----- ____ -_ _ __ - - _ _ _ - ---- _ - -- ----- -- - a 0.30% --3± --- --- - a�oo 5+0o s+as.� PENN ROAD 849 I --- - --- - - - _`,L+$2 3T 6�00 7+00 47.64 49.14 Str. No. 12 -- o � - -- -- ----- � - �00 9+00 50.64 0 ° 51.64 -- -- ___ �0+00 �Oa52.87 II+ ------- --- v End Section p� �� Str. No. 128 52_64 51.29 49.79 , - -- 49.29 � 48.79 - 12 �*� , Inv 848.24 - d o TC 850.61 �'� - 4929 Str. No. 109 -- �-- _ �� 73. 1 ��' � - --- - - _ _ _ _ _ o . 48.79 __ - --- ------ --- --- , --_ ------- - � 4. 350� Of 10� t e ° 'n � Inv 848.44 --- ___ � End Section P�P �Q 0.28 /o � Inv 846.60 i �°�° Temp Cons�t Ent�once � -+- .44 ---- -- - Phose -__ P se o m o 0 0 0 ' Son . MH N0. 3 Str. No. 108 Str. No. 124 ''`- -- - �-� --� t- End Section 1 '� e� End Section I SOn. MH No. 2 - 49. I I 50. g � �- 0� Two 0 e TC 8525 �,/ , e49 � TC 847.50 q�� � , 51. , Inv 840.52 , � Inv 847.0 . i Inv 839.54 ' � % � " � - � � ; � i � � � � . �=�� � � � �`�,�°�.��.�� %-- Inv 6. � I p � o � � ��XI�TIf�"` r�I ��'`�{��,'? �F�,��` ,°° � Stc No. 10 A I � � f� � O 2E35 _ 2�99 ' 3+63 _4+30 'i�l ;;�A,,.�,-�,�'.'1� �`�' /r�'�0� of 15�� RCP t End SeCtion ---- '- -- ----- i • � N + t �. __ _ __ --- /y � qE��r � , , (a� 0.30% o Inv 846.90 7+55 er0o � 49.08 49.75 51.33 51.70 � N � 53.30 53.20 53.10 ' - • � � ----- - ---- ---- - � 52.95 '� � �,� °�,�� , ��`�/� *` ' :� ; � �.� s+27 51.00 s+si 51.35 50.35 50.80 � �* I BT Cable BT Cable °+ .. � � .,;�.,� ;+��� ��`,���'�x';; � ` �.aa�? � , t _ -- � I e . Elev 845.97 - � �. -�r�" $ - � `� I � \ � � \ E ev 848 2 +�. ` � � i � �.ti �' Ch nge to Sol id Lid � �' � �' -_ f o ___� _ - -- - - - _ � �, � I �9 � Inv.B 2.15 ��5� of 15�� RCP 130� of 12�� RC� ti° 9.20 � 0.55% � 0.40% - ti. E' p ��..� .�.�.� ' �, d' Str: No. 101 Str. No. 10� °0 End Section To Be Removedi TG' 847.80 , o - - v '� �BT � Inv.844.74 Jnv 845.58(N) � I Esm t 45�± of 15��RICP I nv 8 4 5. 7 8( S) ' --I I �0.55% ---- � -- � � , � w a� -�� . I 15 S.Y. - RIP-RAP End Section Inv. 844.77 � 5tr. No. In3 TC 845.58 Inv 846.30 p IBT � O � - - � � Str. No. 121 � TC 849.9� Inv 847.95 � � u� � +�� � ' 18T MH ti � IBT MH " �•� ;,. �;. 's `, `� � ��t Cy` I � O � TC 81�7.99 � � C 852.94 0 � p o1 t� '_`.. � � - '�'��t. , � �`'�• : 4 � �, , ? / � i � � ----_ tn O �n ; , . ;;,,n •'. „ ` %.-.:, ` w "�j°< �� � � rati� � 105' o f 18�� a� I � � � � �� m Revise to + M I BT Cable-��* � N '�` '"'�' . � � � .'`' : :" o RC P 0.25°/, • o Str. No. I I 4 a �I �i 852.03 � N � I N 18T , . `�: _ � � I � �� IBT Coble `�E., � ° 18T %� IBT Cob 18T able ' � � Elev 849.80 � � " k.° � '• "� Elev I Elev 849.58 ' ���-� ^s �, Elev 84735 r�: �; w. TC .7 0 - . _ - - � �,,`� .. ,;;;.,� `' • • Inv 846� �0(El �n �-- - --- _ �--- -- r� , -. . � ,� .i. � _ _ - -- --- ---- - = ---- ���' <,;'�" . .s��F� .: �� � , "' ",. � --- O - Inv 844.6f(W1 848.95 � � f � _ _. --- _ _. _ _____ -- - -- -- � i � / --- �a � o I 300' of 10" pipe (ol 0.28% � � � � - - o i g � �� � ``�"ti�„�° ;�� +,�' �,� j_ , ►n I i� o° 'n o �n 6 5� o f 18� � � d i _ �I �� o.�j t��'�, ��� N o ^ 7' p �*, � R C P (� 0. 2 5% Str. No. 120 I � I Str. No.119 �i O °''n , � �,! 4 �'n � 'n �t p , Sf r. No. I I 8 +, ± +`n ,n TC 851.00 � TC 851.37 -� TC 850.95 - c� Str. No. I17 _I - Str. No, I16 � Inv 847.71(N � . Inv 847.39 � �n . TC 8�0.60 '`� TC 849.95 Str. No. 115 Str. No. I 14 0° o in Inv 847.v4(5) '`n Inv 846.06 �� 5� TC 849.60 � TC 849.11 �� N Inv847.51(S) Inv 847.24(N) Iny 846.39(S) � Inv 845.41(S) '� Inv 844.68(N� �' � Inv 846.59(N) o � Inv 845.61(N) � p `� Inv 847.44(W) � � Inv 845.08(N) � I ' r� ' - ; � � t � �° Inv 844.58(E) g � ° �i �� �� '��`� �' �'� � � „ * o � o - o 80 of 12 N_ N_ , ,� o , „ J o 130� of 24�� RCP RCPnn 0.30% �n ', �n 75 of 18 + r•. 130 of 21 RCP �� 130� of 24�� i� 0.35% ,� 130� of 27" o � � 49.80 � �► �;v� \� I `� i I ,n 4; � m - �n m � � + ' � � p - ` - �r' y ro n �i � � �t be reloc t � i.9 I+� Son. MH No. 4o-I - Str. No. 104 4 65 - TC 853.0 � E n d S e c t i o n T o B e Re move 51.31 52 5 2 0 6 5 2. 6 7 n5245 �6 .iC � 1rn844 I ,� Sh. No. 105 12'� W - I o 49.02 TC 847.95 �1•48 Str. �Vo. 52.79 TC 49. ; � �. � 48.70 Inv 845.59(S) 49.98 Inv �46.I I ' .,, � t4' ` 52.34 w i�� 49.78 12��x 12'� 6�� 'Tee� _- n� � 8.82 Roise �osting � �� t�• , �$ o � � �� To 48.50 _ � �� Ra�se Co�t' a? 6 gote valve wlvalve �-, � � 5-of-15 RCP 30 of 12 RCP '�_ i � � p.30% @ 0.40% To 51.06 in �box riser � I i N f I a� I � ' , v. 49.14 + }50.25 5 I.7 3 � 48.82 I�� ; � N , I � � � � N �J � 848 � - _ _ � �„ 8 � J -- -� - _-� � vEi l m - - � , , - _ � W _ 48. 82 4 77 51.8 3 v ! �4' cn M � .., . �� :� o. � � � ' � a7. $2 ' 48.50 48.18 � � � � o � � _ o0 0o N 49.86 51.12 �. r` , - �. v � � ,1 1� � 1 L y .. �7 �� I.S� S. . • �� ln - � . � L I ' RIP-RA , • _�/ ., w � L � t ,- CD 84 9 � � � T � '° 4 .91 21 0 °� 51.58 + . . �' S1.98 . . 4923 51.78 x . . - ., 1 . J � / Y X g49 8�g C� \ � ' � \ . 9 �-�� -- '_ MERIDIAN STREET 850 ' � � 0 81 d g. 3 Fin. FI. 853.60 0 o { \ � ;CP (a� 0.20°/a . � (n� 0.35°/a � - � RCP ia7 0.25% � �S� N RCP (� 0.25% � o � � M 35' of 15�� , 105� of 12�� I ! �I °f � � t �� RCP�0.35% RCP (a� 055%' ! I o � � So . MH No. 4+ �� � o � o 0 o e53 �� o op A�I�nh��l�� o�i o'� �,n �i � N I a v� �,n � �� 853'T6 i � � � +� o i� am.' 140 of 33 RCP r. I v 847. 48 ( N) �n +; N o , � 0.19 /o 0 0 ,n , °D 12'� x 12�� x 6�� Teie, 6" gate valve a � � o ��n i ° o ,� i I v 841. 36 (E S) o 0 0 - � w/volve box � riser � *- es r- � ,, I - -_ ___� . . _ ' o �n 4 0 - �n ,n ' � N O N �_ � It ` � i0 � \ ~ � + ___ % �o " ,' -� --� � '�� � _--- San. MH No. 5 ` �gtr. No. 123 � o a � M'� +�n o , TC 851.69 �n 'n °' �n o� Str. No. I I 3 � o cv -0 � �, 51.23 0 51.72 i+a2.5o 522� 12+os.so 52.70 � ti TC 851.01 Inv 844.41 ,� o � Irn 842.34 _ o o � o TC 850.00 � 6 I ( O+oo 0+78.50 2+ � 3. 5 0 --- _ .__ ,� In v 8 4 6. 1 8 81ind flonge 8� cop !'" ,� '� '� o 12�� W. Str. No. 125 12„ W � � TC 851.23 12�� W ° � Inv 848.02 0' S o / .9 5 0 120 of 6 pipe � g" 349� of 10�� � e(al 0.28 % � 51.46 � 51.Ot 51.66 � 0.60 % � fire hye�ront P�P _ _ 5+ai. � --- - ,�6 50_� -- 50 65 j �� �� �� ��4+13.96 6���� m 349� Of b�� 1@ D.ZB% 6i69.96 p 1.` ; 12 x 12 x 6 Tee , 6 gate � p p � � . c1eonout , i 6�� valve w/valve box 8 riser t I oSon. MH No. 6 . g�� � �' � �- TC 851.7 � � lateral ' � Inv 843.32 . . �, � � fire hydront O . � I Stub, cop � seol � , �'� � v�i � �� 1 ' 8Id9. Z � . , . R'CP1na O'30% ': �n � RCPna, 0.20°I, Fln. FL ° �,�, 130' of 15" � °- j . 853.60 � � � RCP � 0.35% , °o 85 r �, Bldg. I , � - ' - �, i � m v�. ., Fin. Fl. o � � � ° � . 853.6� u'• � 51.80 51.15 5+75.7I 49.85 50.50 °_+' � _ -- __ ______ • � Sir. No. 122 5��I.78 ; Str. No. 123 �+39. � � ' TC 851.80 T`C 849.85 � l Inv 845.65 S) i Irn 844.19(E 8�W) � � ' Inv 845.8 Inv 845.19(N) � _ �" ' S2.15 , : _:,.� . � ,, � 51.47 50.17 L0.85 __ _ - - - - --T . . , . � . � . . .. . _ . _ - � � � � � � , � �� �; / / / O � �� , STr. No.l l I 852 ' , End Section � -- - - -_ _-_ � _y __ In 843.81 Phase Phose 125' of 33" Two One as3 RCP na 0.30% Remove, store ond replace 750� of limited occess right- of - woy fence in equal or better condition. i45� R�W �� 50.25 51.00 50.25 4g.50 48.75 48.00 � � � ` . ; :1 f�.; .� � 85 f B49 � 49,25 � AREA =- TO BE RE - �RADED � 50.00 Existing flow line a5o � g49 � 49.25 47, 00 ga8 � - - 48.50 47.75� Inqress 8r' Epress Esm't. Blind flange' / 8 Cop l� 0 O m � . 84� F.I t? ... ... ... � C y ,� ,. 845 -K x �-y�--�-N- -y-s ♦-s-,�.--Y �-ri r-� •-�-�-� ri-�-+�-�^-r-� Y l� N-�s r�-t r- , Temporory construction Temporary construction fence ----- s46 - f enc e ------- �` � Existing narthbound pavement R4Q � -------- m 1 N � �J �n,/n .,,�`7 � :�: ��__.- � .�'N� ..�H ORAWN REViSIONS . BY DATE CHECK N0. BY DATE CHECK I RLU 4•19• Added lot rol t Bld . 2 RLU 6•10•8 Added Grades in Porkin Lot � n 3 RLU 6 2• Added Str. 1140 . revised Str. 107-I10 8� t24 8� IBT Cable _ _- Sir. Nos 126.127 8� 128 t3rearaded main en ry inc u inn _ tr i 848 847 � _ .� ,,��ur,��� ��ti �,. . �� ------ - --- - ------- --------- ---- :�--�--T'- � - y � _ ' . . . � r' ° . . fi1 !. � � , , ` . r'�'• 3 l t, . . , ./ ,�,� � �.,; r ; , _ � - � - - Scale � 1��=40� � " �r��l� -� .(t'�, =� %r _ ; I s C ` T,t - _ � y: . - . _ _ . ,. -- --_ _ _ PROJECT p E N N M A R K J�B N�� 50 � ���'�"1N' t.w���\ . \ S HEET PREPARE� FOR SCHNEIDER ENGINEERING CORPORATION � �, S� Z R.V.Welch Investments Inc• ��5 NORTH POST ROAD � ''\ �-1 ` � � j OF INOIANAPOUS; INDIANA 46226 ` � � TITLEDEVELOPMENT PLAN SI �AL 4�� civil engineers (3171 89&8282 , �� %' ; 6� land s�rveyors P.O. BOx 26os8 ;�ERTIFIED .,