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HomeMy WebLinkAboutC601_Addendum #2� m 0 � E n < 0 m � F 0 a 0 N . �ry ri ......._ 'uY � ia3+�d�� � � � / / I Y0 �00.9. e5�° � �Y ���un / �oN � e � ` m� �It .•�� — I '� ___%_ ---� _ a / � /� �� I� � �/ / a �� �lS����f�'���• � � a� � �� � � � _ � �� � oo�n \ f _ ��l � � � / I � � i ��� � i � ---- � r— I — I I — � � I � � , ; �y � �� I � � � r ✓--------� I \� � \\ � \\ � \ \ � � V A A A � A � � � � � A � i ' 1 � � �{ � A � A i � I � � � � I — / \� /�/ � � / � �4e .. � / _� �j�� / � � � � i i ��� ��i 8 � � 1 i �� �� � �J � / i,— k � — _�_ I � � � i ^- �� �� �� �' /0Qo/ 0� � , �$ 5, a° 0 �ha � _� � � i � � �k ti� � � �` I I ; 1� � � / � �I �V / �' , � � � ' � < � I � � V� i A � �� �� �� I � � i� � . � .� �� � i � �i - � "�' � � > � I � � �C V � ,r � � ��� � � I � � � i : � � � _✓ "� �o,�a.� , \ \ �\ ��\ � ��� \�F� � , � � � / � . " '� , � � , � �. � �� �� , �, , . __� � �, �� STORM SEWER PLAN Pipe Table SEGMENT I.D. SIZE LENGTH SLOPE MATERIAL 01 600-601 17' 150' 0.31% RCP 02 601—UPSTREAM DETENTION 6" 319' 1.00% PERPoRATED UNDERDRAIN 03 11PS1REAM DE1EN110N-602 6" 45 0167 PERF02A1ED UNDERCIRAIN 04 602—WESi WFlLiRAiION iRENCH 6" 4' 0.00% PERFORAiED UNDERDRAIN 05 603-604 fi° 10' Q25% PERFORATED UNDERDRAIN STRUCIURE DATA TABLE STR. No. STRUCNRE TYPE CASTING T1PE CASTING ELEVATION PIPE SIZE & MATERIAL INVERT IN INVERT OUT 601 MODIFlEO iYPE "E" WLCT NEENAH PoUNDARY 84489 6" UNDERDRAW (S) �42P3 (S) 84223 (N) R-4215—C 12" RCP (N) soz aenNour Nn eas� s' uNOEaoRaw (w) aasas (w) aae.as (e) 6' UNPERDRAIN (E) 803 iYPE `A" WLET NEENAH FOUNDARY, g51_96 8" UNDERDRAM (N) gq�75 (N) 84�75 (E) R-3405 6" ONDERDftAW (E) fiO4 iyPE "A" WLET NEENAH FOUNDARY'. g51D0 6" UNDERDRAW (S) NA 849-00 (5) R-3405 � m m 0 0 '� 0 '0 0 825 RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel r ��n„� i,.va�� DATE: 06�� 7�20 m a`Im mlm 'olm 'mlw 'mlm 'olm mlm' �`ro'Im mlm ml� mlm mlm mlm mlm STORM SEWER PROFILE a+oo � � 1��'j Indianasii � \�� /-� �y�y�r.•V`L.JIL�!"ilLL� IlV`��..1 11lL� 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 30' 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' �o �> m o � f� f� ;�. ,__�__''__ 6" H�PE � 0.52% � o+oo o+so �'��I f� �..�;.... f�� �'X�I `�Y�". �'�� H OR Z.: 1"= 50' ,,---�_ �� %������ SCALE: VERT.: 1 "=5' Exislinq Gmde New Grade Granulor Backfill No. - LA20700037 STATE OF oarz�. oo/oo/oo z 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� � � � � � �-- a c�e A' z � � c�o 6 .S ,_�_, Z > � � z �a � w a o-�� W U � �'� ¢ d � � U ��F� � � �q tJ ON Y �1.. � I•lY a x 6 � a d � °� � , � ¢ � � a �z � � r " � a � U ^ onrz- aawecr rvo.: 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 ����