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HomeMy WebLinkAboutC2.0.pdfE D MART I N i / � / EXISTING STORM / i' �� i, � �� _...-' .__' BV ICK GMC UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITV OF EACH CONTRACTOR TO 5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE VERIFV ALL EXISTING UTILITIES AND CONDITIONS WITH STATE BOARD OF HEALTH REQUIREMENTS. PERTAINMG TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE (APPLIES TO COMMERCIAL ONLV) CONTRACTOR'S RESPONSIBILITV TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNOERGROUND EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR CONDUIT PER UTIITV COMPANV'S SPEQFICATIONS. SHALL NOTIFV IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE ]. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS PLANS OR IN THE FIELO BEFORE WORK IS STARTED OR AFFECTED DURING CONSTRUCTION. REFER TO THE RESIIMED. CITV OF IN�IANAPOLIS DPW - STAN�ARDS FOR RESTORATION REQ'S. 2 STANDAR� SPEqFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLV FOR ALL SANITARV SEWERS, STORM 8. CONTRACTOR TO LOCATE ALL EXISTING IITLITIES AT ANV SEWERS, AND WATER MAINS. PROPOSE� CROSSING AN� PROVI�E EXISTING TOP OF PIPE ELEVATIONS WITHIN 10 DAVS OF NOTICE TO PROCEED. 3. ANV PART OF THE SANITARV OR STORM SEWER TRENCHES PROVIDE CONCRETE CRA�LE AS REQUIRED FOR ANY VERTICAL RUNNING UNDER PAVED AREAS TO BE BACKFlLLED WITH SEPARATION LESS THAN 181NCHE5. GRANULAR MATERIAL 4. ALL WATER SERVICE I FlRE LMES ARE REQUIRED TO HAVE A 60" MINIMUM COVER OVER TOP OF PIPE ALL WATERISANITARV LME CROSSINGS M115T MAMTAIN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH. 9896 N M I C H I GAN ROAD CARM E L, I N D IANA 46032 4. !rn 26 LF OF 6" PVC @ 0.5 % MIN. / 8" TD INV=890 D± (6" PVC) // ` � CONTRACTORTOADJUSTCLEANOUT&— OILNJATER SEPARATOR CASTING TO FINISH GRADE OF CONC SLAB \.. �� / �:, � � _ � m'��� � �o� � _. : _ W REMOVE EXISTING LIGHT POLE ��` � �� � 1�t �♦ � r , �'�' \ SANITARV ALTERNATE #1 99� CONTRACTOR TO INSTALL NEW CLEANOUT ON EXISTING SEWER LATERAL EX\5�"Gj�B.o- PSE :F�tt\N ctpFZO�sEFJO�'c�oN � �x\SSRpON�NEg�G.P � PR�J _ . �/o 0 '/e - �..�::g912, ��� . F F ,/.. 0 �� � �� e t� qo�z � �N�,e ' � \ E� , � � � � m � ,� �� � � '. m V � � �J a��� r' � $g,� � � , evt'�' , i a � fftl _aI' l L A \ CONTRACTOR TO RELOCATE EXISTING SAN �t-hh / SEWER LATERAL, INSTALL NEW BUILDING — ;/ 0.EANOUT, 8 INSTALL NEW QEANOUT ON �-���... EXISTING SEWER LATERAL /f . .. �� � / a,� a� 2Zmy \ G/G� 6' �991 o y r� T S� �' � �, . �� 0� � ' � � ��"/ ..'��.�. ��, % � � � a � \ � � � \ � -- � � � � �, / � IIII +.. I \J ,- � �� � < � �� . .I . I I �''!� I �� I I I ' . I I 1. Jv' I I;� C I \ \ � - � � ��- ; � � � \ �/ EXISTING STORM r�S �I,rY ..:t�-W',N-��. LEGEND: � ��� ' � APPROXIMATE LIMITS OF PAVEMENT MILLING, ASPHALT WEDGING/LEVELING, AND NEW SURFACE COURSE AS NEEDED TO TRANSITION INTO EXISTING PAVEMENT - 5% MAX SLOPE PROPOSED 8-INCH CONCRETE PAVEMENT PLAN NOTES: T8 PROPOSED 8-INCH ABT POLYDRAIN 7FiENCH DRAIN NORTH 10 0 20 20 ( IN FEET ) 1 inch = 20ft. DEVELOPMENT SUMMARY TOTAL SITE AREA = 7.53 AC+/- ZONING = I-1 & MICHIGAN RD OVERLAY BLDG. ADDITION = 4,465 S.F. DISTURBED AREA = 8,030± S.F. = 0.18 Ac± d.rvaa.�� . ..m�kiie� ,t.am..o.,. awaw»o.�a. " � �,. �,� .���w�, .�re�,aU..� ,a �Yii/✓��i �,/i;✓� b; y tt.,,�.��u�a�� �,� � �� � � � ��: ,� � �� m,�, a� � � m� � �TMn�TM� A, � w � �o����g��. � � ,� i ������ a m� �.��.,v ...a�u.��, wr��aw..m;'a�. ino.irmevrc� �//�j/ ��o�. °a �� � + .am.�ro.l.. �no.vrwo /\ \% �eaeaamsmem�uewenarvrmra �e�ovEC.�o�n�� i. �no� �\ � �% K"°��"�. ....o�� �..,� � rvcr�ia ��.�voaovvW rvao.a�n�e�++A xoow�ueaw �\ j awwanawwwrmuowxmx m'srurzx \% nowmnsmEwuvm nsme.�s� ao� �/ (%"`°LLivEw40�e�" rouNw.oxAUOrvomoAe.w,�iw.ee7nvnAr. Fvom.xE '/�i,/��j�jiy ��% ' mmrcvmuanamnm�mom FlRSi LI.KP Bm01NG iABLE- � pIPE 5�1$E�� o AN' B �Arcrea�wn�rv�eaA�mn�m�mreoreinqn� YNIS YlPP ��mm��tl a�w+hw�„md ...�,.,.DO...m.w„ ,. �„,,. oTeE°s e�e%g SANITARY SEWER TRENCHING. 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PrcMSIeD ��� H nN ��' Mnimum .I�' ENDCROSSSECTIONVIEW 3 �SSqy.�E��pF minmu. �O GL�- /,T I��o PDX 08 - 8" [203mm] ID Precast Trench Drain o� w' �4 L.zLJIJ with stanaarU Grate �� cLav PowNSxIP xec�oNaL wasrs nls7'rzrz�cP ^°.��wo.q '°"=`�'� s�+�.s PPO&08.603D.FB-F20E a� 02 $chneider TYPE 2 CLEANOUT DETAIL nm�aNea� ��mm�mm�wnm�iw�m�fr.Maraxmn�n.yewi�u�wmw��vt���no.ea�s " L wmiz/wNs — — — — — — — — — — wi:\eqeue�ai\o�c5�onmTw-mismc J � �.:�:.�� �� :��:.� fU Z a � 0 � _ � �� ,_ U o � Z ^ � � � � I--I � � z � � zx M 1--i � U CU � N OH W r y Z � Q-� /� � _ •"'' � M w��v �.i 0 � a1 N `° " I� �/ � � �Y �UU) ' z o�� > Q (� 0 �¢-° o � � � N c M w ,� N WL�N�, ^ � 0 N �r a� U O i�o �.. �nor J"�;� O � � C � �M r () � a � ���,,�P'N 'S ,C�'p ���i � �Q-�Q'EG�STEqFO�S��i N° i� � PE10910647 : i� � ,o . STATE OF � � iP�,c '.';'D I PN P: �2k'��: ,,',,,� � OI 11� �, ,,,,, ��� � �- onrE: 10/05/2012 DWN BY: BSC CHKD. BY: BSC SCALE: 1" = 20' DATE: 10 05 12 � � Fy V � N U�� � �x� a (� U z �„� �xW H � �� �—+O� �' �z� � Fti � � �� \I � W PROJECT NUMBER DPI.001 DRAWING NUMBER C2.� SHEET 2 OF 2