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HomeMy WebLinkAbout[1] 2017.02968.CE.C410.STMPP-C411o . ,. i . i / _ ^ ,��p� � �-y/\e`���� �� � So oQ ,��/�/ \�� l m � � � ��S�A�o qry \ 2po�o��O 9 CbOnt9 � C \ ��l \ � Q h F�� ��5� ��"Ge��x I I . ,pP �. o0 \ �°� �i �` - I � \ �o�op � \ ti� i , X� � � c i �\� iry �' sn E � �: � \ \ \ : � / � �, / / LINE STORM S1R 102 7R:882.48 _ \ STORM STR 1R:86203 LINE STM-02 SCALE: HORZ. 1'=30' 0 T �`e� Q �ryc� / / `\� � o' so' sa' SCALE: 1"=30' EXISTING LEGEND � AIR CONDITIONER � 51GN � BEEHIVE WLET pOO� SANITARY MANHOLE � BUSH J ` STUMP OO 0.EAN OUT 0 TELEPHONE HANDHOLE � CURB INLET � TELEPHONE MARKER SIGN QD DRAINAGE MANHOLE � TELEPHONE PEDESTAL � DOWN SPOUT � TRANSFORMER m ELECTRIC METER BOX � TREE ]E( ELECTRIC CRO55 BOx �Q wELL yP RRE HYDRANT spo � WATER VAWE ( GROUND LIGHT e BURIED ELECTRIC LWE � GAS MEiER ohe OVERHEAD ELECiF21C LWE fo BURIED FIBER OPTIC LWE H GUV WIRE 9 BURIED GAS LWE � WLET t BURIED TELEPHONE LME Q LID WN BURIED TELEVISION LME BURIED WATER LME Y,Y LIGHTPOLE ��� N�ERTFELEVATIONATION � PINE ci CAST IRON PIPE POST cmpCORRUGATED METAL PIPE b POWER POLE P�c PLASiIC PIPE rcp RBNFORCED CONCRETE �' SPRINKLER CONTROL PIPE VAWE BENCHMARK DATA caa dot�m� BM 039 BRONZE �ISK SETIN THE TOP OF THE NE CORNER OF N CONC. SVATCH BASE: 8 INCHES BELOW THE LEVEL OF 1HE RAILROA� TRACKS 2 VAR�S EAST OF THE EAST RAIL; J RAILS SOUTM OF 111iM SIREET: 10 RAILS NOR1H OF THE CROSSING OF iHE INDIANA RAILROAD; 1L5 RAILS NORTH OF MILE POST 8 1]0; 2 MILES SOUR1 OP 1HE STATION ALONG hiE RAILROAD. STAMPED "Y 42 1934". ELEV = 838.62 A51 16M 20 CHISELED "%" ON NORh1EA5T BOLT FIRE HIDRANT; 220' WEST OF Q FRONTAGE ROAD TO US 31 AND 260' SOUTH OF � ENTRANCE TO MIDNEST FERTLITY SPEqALI5T5. ELEV = e6�66 A51 19M 85 AIAG SPIKE E. SIDE UTLITY POLE �HMI 89]5; t60' EAST OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER OF PROPERTV. ELEV = 958.69 STORM SENER NOlES: 1. ALL CASTINGS SHALL BE LABELEO bUMP NO WAS1E - DRAINS TO WATERWAV" 2. MANNMGS COEFFIQENT n = 0.012 3. THE GRANULAR BACKFlLL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMAiE PROVIDED BY T1E ENGINEER. EXACT LIMITS OF GRANULAR BNCKFILL ARE TO BE DETERMME� IN THE FlELo BY THE CONiRnCTOR BASED ON mENCH WI�TH AND AS �IRECTED BY THE AUIHORITV HAVING JURISDICTION. � GRANULAR BACKFlLL REQUIRED (REFER TO CITY OF CARMEL STANDARD DRA`MNG 10-31 ON SHEET C601) GENERAL NOTES: 1. CONIRACTOR SHALL PROIECT AND NOT DESiROV 1HE PROPERTV CORNER MONUMENIS �URING WNSIRUCTION. 2. CONIRACTOR TO VERIFV LOCAPON, SRE AN� �EP1H OF EXISTING UTILITE$ PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGWEER IG VARIATION EXISTS 3. SEE SHEET C002 GENERAL NOTES POR MORE INFORMATION. 1HE LOCAlI0N5 OF ALL EXISIINC IIN�ERGROUN� UlN11ES SHOWN qV RIIS PL1N ARE BASED UPON ABOVE GROUNp ENDPlCE (indutling, put nol IimileE to, monM1oles, inlels, volves, anE marks maEe upon Me grounE by others) AND ARE SPECULAiIVE IN NANRE 1HERE MAY AL50 BE OTHER EXISIING UNDERCROUND UTILIilES FOR RHIW hiERE IS NO ABOVE GROUND ENDENCE OR fOR WNICH NO ABOVE GRWND ENDENCE WAS OBSEROED. TIE EXACT LOCATONS OF SAIO E%IS➢NG UNOERGRWND U1ILITES SHALL BE VERIFIED BY iHE CONIRACTOR PRIOR TO ANY AND ALL CqJ51RUC110N. CALL TOLL FREE "911" oR 1-e0o-ae2-5544 - IN�IANA 11N�ERGROUND - �Au�� 717 Congressional Blvd. , Suite 300 Carmel, Indiana 46032 � ■ � ■ FMEPICpN STRUCTUREPOINT ry c. ■ �:so snaaeiam Staeo� I��a�a�apous, ma a�a aerss TEL 3b 50155801 FAX Jb Sd3 02i0 wwwsVu[turepo ntcom CARMEL MEDICAL ARTS PAVILION 12774 N. MERIDIAN ST. CARMEL, INDIANA "- No. �` ����a062 STAIE OF FIED BY ISSUANCE INDEX DATE: 08109/2019 PROJECT PHASE: PERMITTING Project Number 2017.02968 a RELEA5E0 FOR CONSTRIlCTION Su6jec��o compliance with allregulahons of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ DATE: 08�24�20 C � � G', O C}. 2 0 C � � � ,3 6 ` � ��%� 6 � f, ��� � u� tT� a� �_ i h � � C9P S�v�N ��� � yF(e je[�; i. � G \ ���i��' �� �< ' 6C9 �S -a ''� �O O� � c ��� ♦�--� 'ap< 9 .\',� �3x� � �?� �'< ; . �\ .. �_�'N� �`t` unun SANITARY SEWER STORM SEWER UTILITY CONTACTS COMPANY CONTNCT VECIREN TRICO CITY OF CARMEL PHONE N0. �:F���.�� JOAME CLARK (31]) ]]6-553: RVAN HARTMAN (31)) 944-92�1 JEREMV KASHMAN (31]) SJ1-2441 5]1-2443 STORM SEWER PLAN AND PROFILES C411 9+50 10+00 11 +00 12+00 13+00 14+00 14+50 PROVIDE GONCRETE CURBING AND CONCREIE PqVEMENT qROUNp CRSIING MH HVT-J02 SANITARV MH RZ-J01 TR:856.OJ i+oa ,_ `) � _. i i i� , ,' �� � a,= o — t �_ "__ ' � • � � _ � .. _ � � ���.. ,_,.. . »_ .1� i � ■ �� � \ • 1 � � +-�-+� rt-�us-aao�-+-�-�-+_, � + + + + �3�°� + + + + + + + r + +m.��� �+ + + + �� + +�+ + ro���+ + �� � +'+ +�+g+m��+�+�'+�� + + + +m�Nv�� + +, + + + « + + � ��^�. + + > + + ,y—« + + +o�,v + + + + 4- + � + + + + + + + + + + + I+ + + + + + + + + + + ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + a� r ' _ � I� C 3� ?�+� c� r 11 N/— iANITARV MH L � x �Au� 717 Congressional Blvd. , Suite 300 Carmel, Indiana 46032 �� OFMEPICpN ■ STRUCTUREPOINT �N�_ �• snaaeiam Staro� I��a�a�apors,ma�a�a aerss TEL 3b.501.55801 FAX Jb.5d3.02i0 wwwsVu[turepointcom � CARMEL MEDICAL ARTS PAVILION 12774 N. MERIDIAN ST. CARMEL, INDIANA "- No. �` 11100062 STAIE OF a RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ DATE: 08�24�20 ('88 tlaNm) BRB ONZE DISK $ET IN 1HE TOP OF 1HE NE CORNER OF A WNC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAO TRACKS; 2 YARDS EAST OF THE EAST RAIL: � RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING Of THE INDIANA RAILROA�; 1L5 RAILS NORTH OF MILE POST B 1]0; 2 MILES SOUiH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934'. ELEV = 838.62 ASI TBIA 20 CHISELED 'X' ON NORIHEAST BOLT FlRE HYDRANT; 220' WEST OF � FRONTAGE ROAD TO US 31 AND 360' SOOT1 OF � ENiRANCE TO MIDWEST FERTIJtt SPECIALISTS. FLEV = ft6] 66 A51 TBM 85 MAG SPIKE E. SIDE UIILITY POLE pHA1l 89]5: t60' EAST OF US 31 EAST SHWLDER EXIT RaMP NEnR SW CORNER OF PROPERTV. ELEV = 858 fi9 EXISTING LEGEND @ AIR GONDITIONER 4 SIGN �' BEEHNE INLET pOO� SANITARY MANHOLE Q BUSH / � STUMP O CLEAN Ol1T � TELEPHONE HANDHOLE � CURB MLET v TELEPHONE MARKER SIGN OO DRAINAGE MANHOLE � TELEPHONE PEDESTAL � DOWN SPOUT � TRANSFORMER 0 ELECTRIC METER BOX TREE � ELECTRIC CRO55 BOX OO WELL � FIRE HV�RANT � µqTER VALVE � GROUND LIGHT e BURIED ELECiRIC LWE � GAS METER ohe OVERHEAD ELECTRIC LINE fo BURIED FIBER OPTIC LINE F- GUY WIRE q 9l1RIE� GAS LWE � INLET t BURIED TELEPHONE LWE Q LID ctv BURIED TELEV610N LWE Bl1RIED WATER LINE �'/ LIGHT POLE t�� N�VERT ELEVATIONATION � PME CAST IRON PIPE POST cmpCORRUGATED METAL PIPE b POWER POLE Pcp RENFORCE�ECONCRETE �Y SPRINKLER CONiROL PIPE VALVE SANITFRY SEWER PROFILE NOlES: 1. OFFSIIE TOPOGRpPHY TAKEN FROM 9EST AVAILABLE GIS AT TIME OF pE51GN. 2. THE GRANULAR BACNFILL AREAS SHOWN IN PLAN NEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DEIERMINED IN hiE FIELD BV hiE CONTRACTOR BASED ON iRENCH VADhi AND AS OIRECIE� BY hiE AUTHORItt HANNG JURISDICTON. � CRANULAR BACKFlLL REOUIREO (REFER TO CITY OF CARMEL STANDARD DRAVANG 10-31 ON SHEET C601) GENERAL NOIES: 1. CONiRACTOR $HALL GROTECT AND NOT DESTROY h1E PROPERTV CORNER MONUMENTS DURING WNSiRUCTON. 2. CONTRFCTOR TO VERIFY LOCNTION, SIZE AND DEPTH OF EXISTING UPLI➢ES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EX6T' 3. SEE SHEET C002 GENERAL NOlES FOR MORE INFORMATON. 1HE LOCAl10NS OF ALL EXISTNG UNOERGROON� 0¶LITES SHOWN ON 1H15 PLAN ARE BASED UPON ABOYE CROIIN� ENOENCE (incWEing, bul not limited lo, manholes, inlets, wlves, anE maMs maCe upon lhe grounE by others) AN� ARE SPEWLATI�E IN NANRE. 1HERE MAY ALSO BE O1HER E%ISiING UNDERGRWND UTLITES FOR WHICH THERE IS NO ABOVE GROUND ENDENCE OR FOR WHICH NO ABOOE GROUND ENOENCE WAS OBSERVED, iHE E%ACT LOCA➢OIJS OF SND EXISTNG UNDERGROUND U➢LOIES SHALL BE �ERIFIED BY iHE CONiRACTIXt PRIOR TO ANV AND ALL CONSiRUC1101J. CALL TOLL FREE "811" OR 1-800-392-5544 - INDIANA UNDERGROUND - unun SANITARY SEWER STORM SEWER UTILITY CONTACTS COMPANY CONTNCT PHONE N0. GFIII:lifl VECIREN JOAME CLARK (31]) ]]6-553: TRICO RVAN HARTMAN (31)) 944-92�1 CITY OF CARMEL JEREMV KASHMAN (31]) 5]1-2441 5]1-2443 � o' so' sa' SCALE: 1"=30' FIED BY ISSUANCE INDEX DATE: 08109/2019 PROJECT PHASE: PERMITTING Project Number 2017.02968 SANITARY SEWER PLAN AND PROFILE C420 es� � � �� il� FRo � � � � � , � � NTIGE ROAD �.�.� "-`� . � '. , --, - ::��� �l