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HomeMy WebLinkAboutC320 - TORM SEWER PLAN AND PROFILEWa�e�.. _... �cuy= � �` ' � � .� � � � A EXISTING LEGEND � BEEHIVE MLEi OO SANITARY NANHOLE � CUR9 INLEt � SiOMP 0 �RAINAGE MANHOLE Q h�EPHONE HAN�HOIE � FlRE HY�RANi O h�EPHONE MANHOLE �HOSE BIB 4 hLEPHONE NARKER SIGN H � w�E7 � ��EVHarvc ccocsTn� QQ uo � mcc {S LICHT POLE � �WAIER VALVE PWE {r TOP OF RIM ELEVAiION POSi INVERi ELEVAlION Y�Y SPRINKLER CONiROL pvc PLASiIC PIPE VALVE �cp REWFORCE� CONCFEiE PIPE a $IGN PLAN & PROFILE LEGEND � � ' � I — — — — — — — — — — — — — — � I `, —o+zob+oo i 1 STORM S1R 11� i STORM STR 115 (A'. I I I 1 I I � � � i I i ' � � I �� v I I � � � I I I oy� o � I � 000� � � i � �o�A� �o � i i I � � ��ommm � � i moso;>a � i � �=��m��� � i i� �F� �A>9 '� i i I mAm�w �� i � � � mm i �n OA � o� i �� I o iRM SiR 10B RA1 S1R 10J ip �� �� � ,•=s 260 CITY CENTER DRIVf :ARMEL, INDIANA 46032 *� 11600754 ;• STAIE OF . a aw Ud m � �n o—�m o�o �<n om p��_ _mm �U��mm �!�\�r�� �Tiiii�� �� ��—�����_,—� ��—w�������w—� �����������fii�-� 1 ��s�l 1■���ta�� 1■������� 1■ "�•• � . � .-- '■ ••• • 1■ � � •� ..1•• � . �• 1■ • . '..•. . . 1■--_ , :...� .,� .� 1�--_ • � IA������� RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel �51�� �'l'�^l�`�RAiI \ onrE: 11 /19/19 IQ�i�� s� cRnoE BB LF OF 1B" `��i�; �b b F.. �HGL 842.40 LF OF 0.327 ���i�� ���1�� m pm n�m� �O Ftt» ��S�i�; LF OF 1 0.329 S HGL: Wm 3] LF OP 1Y -� 0.32R SLI t�.S�i�7 OV =SZ2¢ - �� Wam� 843.49 r�r•z•� � GRANULAR BACKFlLL REOUIRED� REFER TO QTY OF CARMEL STANDARD ORAWING 10-31; THE GRANULAR BACKFlLL ARENS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDEO BV THE ENGWEER. EXACT LIMITS OF GRANULAR BACKFlLL ARE TO BE DETERMINED IN THE FlELD BV iHE CONTRACTOR BASED ON iRENCH WOiH AN� AS �IRECiE� BY iHE AUiHORIiV HAVING JURIS�ICiION. WB DEVELOPMENT PARTNE 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 � ■ O AMERICPN ■ STRUCTUREPOINT iNC. � ]260 SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256 TEL 31 ].50]SSBO I FAX 31].503.0T]0 wwwsVuc�wepointcom NOiE; THE STORM SEWER SYSiEM SNALL BE CONSTRl1CTE� PER �ESIGN SPECIRE� AN� AS APPROVED BV THE CITY OF CARIAEL ON THE FlNAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM 1HE APPROVED DESIGN SHALL ONLV BE PERMITTE� DUE TO SPECIAL QRCUMSTANCES OR DiFFlCULTY DURING CONSTRUCTION ANO WILL REQUIRE PRIOR FlEL� APPROVAL FROM A DESIGNAiED REPRESENTATNE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE OESIGN ENGNEER. AN E%PLANAiION OF NNY SUCH �EVIAiION SHALL BE INCLU�E� AS A REOUIREMENi ON AS—BUILi/RECOR� �RAWINGS SUBMIiiE� FOR RELEASE OF PERFORMANCE GUARANiEES. APPROVE� �ESIGN SLOPES I�ENiIRE� AS GENERATNG VELOQilES OF 25 FPS OR LE55 OR 10 FPS OR GREAiER (nr Fuu F�ow cnaaatr) sHn�� aeomae ns—ew�t CERIIFlCATION AT THE TIME OF CONSTRIICTION, PRIOR TO BACNFlLLING THE PIPE. THE CONTRACTOR IS INSiRUCiE� BEINGS INSTALLED HIDEEN3UREFCOMP�LANOEEWITH TiHE INDIANAPOLIS DESIGN PLANS AND AS APPROVED BY THE QTV OF REHABILITATION CARMEL. HOSPITAL ���ipqriOXA�C^pN•. N G� :, CERTIFIED BY GENERAL NOiES' 1. CONiRACTOR SHALL PROTECT AN� NOT DESIROY iHE PROPERTY CORNER MONUMENTS Dl1RING CONSiRUCTION. 2 CONiRACTOR TO VERIFV LOCATION, SRE AN� DEPTH OF EXISTING UTILITIES PRIOR W COlAMENQNG ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. b. SEE SHEET C002 GENERAL NOTES POR MORE WFORMATION. !� cnuTioN !! 1HE LOCAPONS OF ALL E%IStING UNDERGROUNO U11L1¶ES SHOWN ON T115 PLAN ARE BASE� OPON ABOVE GROUN� EVI�ENCE (including, but not limited lo, manholes, inlets, wlves, antl morks matle upon �be gmunE by olM1ers) AN� RRE SPECULAPVE IN NANRE. iHERE MAY n�so ec aMCR Exisnuc uHocRCRauHo ununcs roa vmicH 1HCRE IS NO ABO�E Gf101INO ENDENCE OR FOR WHICH NO ABOVE GROIIND EVI�ENCE WAS 095ERVE�. iHE E%ACt LOCAlI0N5 0� SAI� E%ISTNG UN�ERGROUNO UPLIilES SHALL BE VERIFlED BT R1E CONWACTOR PRIOR TO ANY AN� ALL CONSIRUCPON. CALL iOLL FREE �911" OR 1-800—b82-5544 — IN�IANA UN�ERGROIIN� — ISSUANCE INDEX DATE: 04I17I2019 PROJECT PHASE: DP/ADLS REVISION SCHEDULE NO. DESCRIPTION DATE � CITY COMMENTS OS/29/19 2 CITY COMMENiS O6/24/19 3 CITY COMMENiS 07/15/19 Project Number 2018.02759 STORM SEWER PLAN AND PROFILE C320