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HomeMy WebLinkAboutC602_Addendum #2� m N O � � a N r � F 0 a 0 N T 1, ' � � � �------ � � = I , � � I � � 7 � ; �'y � I� �� a0 � �� � � z � �050' .. / I r ✓--_----�\\ \ � \ � %� �Btl�OdP � � . � �� � � � ro�N./ � i � �� � �,� �, � ; �, _ i � � � � � �,�'a�"' s - � i �8� i � � � , � \ /�� V�x . � : . � � / A � ik� � / w � � �� � a ' / A � � \ ..., ' � ; �' \ � // � � � �. � � � � I j I' �� ��.A � // / / \ �� � ��� � � K� �� �// ��� %�` � � � I � �\ � � \ � ,vq � i � � �, � i \\ i Ri...\ l�� i� i� � _ _ \\ � � � / ..___-_ / � �ti � � . I �C , r; A -- _ � � � � � � � / � � A �r��i �� � � � e� � 'i � � , i � - -_ � a' ;\ I � i F m ; � i � � � �� �\ � � i , �__ P� ���� ��� � � ��� ,, � � � � � l� � � ' -. o � �� � rp'• \ a — � .. � -- � t 9 � o ' Y � \ .. � \ �/ � ^' � m \ � cr� ' � a � � ➢p d�� w il0d\h ' u tl _ y \ m � � , �.... g ._; �� �, � ti c < LAtl3SV3 � � � N 3�VNIVb'0 NLaVA 3lBb'ItltlA — � � `z' �V r- i � �` �5 a0 �� � x�0. i_ 4' — — � m a M1kC my ) � ��� � xep0 �e c STORM SEWER PLAN Pipe Table SEGMENT I.D. SIZE LENGIH SLOPE MATERIAL 01 &00-601 17' 150' 0.319 RCP 02 601-UPSTREAM DETENTION 6" 3I9' 1-009, PERFORATED UNDERDRAIN 03 UPSTkEAM �ETENTION-W2 6" 46' 0]6 o PERFORATED UNDERDRAIN 04 602-WEST WFlLTRATION iRENG1 6" d 0.00% PERPoRATED UNDERDRAIN OS 603-604 6" 10' Q25% PERFORATED UNDERDRAIN S1f2UCTURE DATA TABLE STR. No. STRUCNRE TYPE CASTING TYPE CASTING ELEVATION PIPE SIZE & MATERIAL INVERT IN INVERT OUT 601 MODIFlED T1PE "E" MLET NEENAH FOUNDARY 844 89 6" UNDERDRAW (S) 84223 (S) 84223 (N) R-4215-C 17' RCP (N) 602 CLEANOUT NA 849.35 6" UNDERDRAM (W) 8� 85 (W) 84b,85 (E) 6" UNDER�RAW (E) 6QS iYpE "A" INLET NEENAH PoUNDARY: 851 95 6" LINDERDRAM (N) 848 �5 (N) 848.75 (E) R-3405 6' UNDERDRAW (E) aoa twE -n" iN�et NeeNaH FouNoaev: as.00 e° uNoeaoen�N (s) Nn aa9.00 (s) R-3405 RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel , ��n„� i,.va�� DATE: 06�� 7�20 870 � [�!t•. � [•+:�. � ,-'"'�� � - � � [�;+P. �� 825 mlm mlw `m'Im "�'Im mlm mlm mlm �Im �Im `m'Im �Im �Im `w'Im w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE ��i--� �i--����r � � z o — _ - - '�,� 1150� OF 17' RCP � 0.31%�r � / EXIS7ING 18" PIPE; � PIPE MATERIAL, SLDPE, / AND LENGTH UNKNOWN \ �Im ol� �I� �I� olm �Im I I I 3+50 4+00 4+50 5+00 5+50 � � 1��'j Indianasii ��, ��. 1" � �C's'�IIBAIC.. 71�� I I. TEMPORARY 7RAFFlC CON7ROL DURING WNSTRUCTION TO WNPoRM TO APPLICABLE LOCAL AND STATE STANDARDS. — �-� 2. ALL CONS7RUC710N AC7INTY ON iH15 SIIE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE OS.H.A. STANDARDS FOR WORKER SAFETY. 0 SO' 60' 3. IT SHALL BE 7HE WNTRACTORS RESPONSIBILIiY TO FlELD VEWFY ALL SCaIE: �' = Jo' UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CON7RACTORS SHALL MINIMIZE DAMAGE ID EXIS7ING TREES. o sa' ma' SCALE: 1 "=50' � "m "m� m � m 0 � � 825 �r�.�U� , ,,----�� _ � Exislinq Gmde New Grade Gr SCALE: HORZ.: 1"=50' VERT.: 1 "=5' No. - �nzo�000s� STATE OF oarz�. oo/oo/oo Df s P �� Schneider (i�fOMATICS o d;�;s;o� a� Sclineltler Englneedng Corp Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Tel eph on e: 317826 J100 www.schneidergeomatics.com x � r-�i � � � � � � �� c�e A' z �..� � c�o 6 .i I--�� � > _� �' z �a � w � ¢ o-�� W U � � � ¢ d � � U � � � �q � �r a, � � � c � a � °� � , � ¢ � � a �z � � r " � U �^ f1P1E- PRWECi NQ.- 03/O6/2020 10829.002 oaewn er aeareo ev�. meer m�. STORM SEWER PLAN AND PROFILES orww�mc �i�s�. „va���oen�oo:v.omeo�-�� n�......a.� °vo:vwi��wz��avow� na g�° ., v ory mss����a�v�o wvi.�.,,.aA r.. voru������av��-r� r.vo.vmv�aaw+vm� : ova.vmze�az�ca�o-w+.n��renmu.�.a.9 eer rvu ����