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HomeMy WebLinkAboutC410 - TILITY EXTENSION -IMPROVEMENTSPLANa 1,1 �j____� ,� \� bM1 \ ^o \(���� A 10.0 � � � � � � \ i � , ', � � � � � � � � a9F v(e):838.59 rv(n):836.69 � 1 � � � � ` >S � ��b�+ + m� � ry0 a � e�._. u �` , � ♦ u( A � O � `\e�'J� ^, � � � �� �6 � 1 ���\.^� 0 1 e t� � � xisf y �, � +e � `� DEMOLITION LEGEND + , i0 SHEEi p00 �� E%IStING UtILItV t0 BE REMOVE� V� �r PAVEMENT TO BE SAWCl1T y�\ ♦ '\��'� � ■���������■ E%ISTING Cl1RB TO BE REMOVE� �, � + ��\ � � � � � � E%ISTING PENCE TO BE REMOVED ��,\��\ �'�'�+�+�+ � E%ISTING BUILDING TO BE REMOVED ��yh e �k �"�1__�»-'8 � E%ISTING ASPHALT TO BE REMOVED 0R •� -`-�-'b B �0:,_�--��,y E%ISiING CONCREiE AN� BASE i0 BE `�°s�1 eJ"y.(� 0 REMOVE� Vil ' _ � �'�m(s�,+$o .de , i � + �% w � � � i 1 1 9F B O �\ 0�! �1 �1 �' : m , 1 1 � 1 1 � � 1 m �y b� ; 1 1 � � i v, � e�' i � 5 + �..� P I� + � �ti� � � � +e i s Y , � �i .� i� III � � II � � i i �I � I i II �psPh��Q ,,-,� ��e,� Q DEMOLITION KEYNOTES '� L E%ISTING ASPHALT PAVEMENT AND BASE MATERIAL TO BM 1 BE REMOVED (SAWCUT FOR CLEAN EDGE). 2 E%ISTING CONCRETE CURB TO BE REMOVED. 3. REMOVE E%ISTING CONCRETE. BASE. CONCRETE PADS AND OTHER MISCELLANEOUS CONCRETE MATERIAL - (SAWCUT FOR CLEAN E�GE). 9 - 0 0�� A E%IS11NG iREE 10 BE REMOVE�. � 5. E%ISTING SIGN TO BE REMOVED. .�845� 6 E%ISTING RIP RAP TO BE REMOVEO ANO REPLACED. SEE ' ' C500 FOR PROPOSED LOCATION. i y`g 9^ � 0' Z E%ISTING END SECTION TO BE REMOVEO. �i � fl E%ISTING STORM PIPE TO BE REMOVED. II 9lO55� �� 9. PROiECi EXISiING UiILIiY R1ROl1GH0Vi �URAiION �F ii CONSiRIICPON. � exist iS (r:84 ��� EXISiING SiORM SiRl1C1URE i0 BE PROiECiE� AN❑ `i , �sw REAIAIN IN PLACE. Im(n) 1L EXISTING Cl1RB TO BE CIIT AND REPLACE�. i� .�s< ��ro Ic 844.80 If1V�OQ�:841. I lconc wmnJ � �9 � I � � . ° h I�� h°' a�O h0 ti +�^bie�y. +�5.+0'h. i �e° (asphalt) � a - " �exist sonito� �� -_--g� � I� tc845J5 + conc �� nv(s):83550 9 �� nv(e):a3s5o .�sc a.o��a9e mn 6 II ���(w):aas.so �asvnait) � tc 645J3 I��e;a3s:s' �m1li CITY CENTER DRI .,_ m e<s --- PUBUC R/W _.. . . .II , � +" � t,�st so��ta�y mn� �: aae.�i ����(�): aas.i i scn�e r' = ao' 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 � • ,�` :�i BENCHMARK DATA (NAVD 89 �ATIIlA) HORIZONTAL �ATIIM IS BASE� 11PON IN�IANA STATE PLANE COORDINATE, NA�B3 EXISTING LEGEND oP�s k,9-ozs2oszo � 9EEHIVE WLET OO SANITART MANHOLE BM BASE 100 CAPPEO REBAR IN GRA55 AT NE CORNER OF WTERSECTION � Cufte IN�T � SNMP AT NW CORNER OF SHOOT POINT BLANK RANGE. Qp �RAINAGE MANHOLE e 1ELEPHONE HANOHOLE ELEV = 844.95 � FIRE HIDRANt O ��pryONE MANHOLE p51 iBM /j1 � HOSE BI9 � 1ELEPHONE MARNER SIGN CHISELE� "X' ON WNW 9�Li OF FIRE HYIIRANi IN 6LAN� � MLET � 1ELEPHONE PEOESTAL ELEVW 84J q0 OF SHOOi POINi BLANK RANGE. � uo � mEc lx 11GHT POIE A51 TBM N2 PINE � WATER vqLVE CHISELE� X" ON SE BOLT OF LIGHT POLE AT SE CORNER � tr toa oF eiM e�vaPory OF JOHN KIRK FURNITURE STORE MALL. • pasi � ELEV = 856.63 i0v INVERT ELEVAiION 't�i' SPRINk�ER CONmOL pvc a�nsnc viPE A51 TBM �y3 VALve rcp REMFORCED CONCRETE PIPE CHISELED X' ON NE BOLT OF LIGHT POLE ON WEST � smry PROPERTY LWE OF 12300 HANCOCK STREET AN� SOUTH OF CELL TOWER. ELEV = 845.98 1_� � I 1 I 1 � 1,` �3 �\� \ xist arainage mh- tc94J.89 � inv(e):838.59 inh'n):838.69 � C /'4� �tlirection only �. + � UTILITY LEGEND '��`t, ' ,� +*- __ {�E - RE lµ EET C400__ _E- ELECTRIC / TELECOMMUNICATIONS LWE + �i `p + -W- 'd'/TER uNE �� �p� � ' � -RD- ROOF DRAW LINE ` ��\` + -C- GAS LWE 1 � �` � �� � � -55- SAWiARY SEWER LINE �`�` � ' �� STORM SEWER LWE + + + + �� �� � + + + '-------' PAVEMENT UN�ER�RAIN � � � ��' �� 0 GAS MEiER � � � a �� � ELECTRICAL TRANSFORMER \ `� m \\` __ � � ,; 4 POST IN�ICATOR VALVE W3 �F`S �� � � ; '; ' � �'�. ; �iJ.' FlRE DEPARTMENT CONNECTION � � ,_ �' � � � FlRE HVDRANT W/ ASSEMBLV �� xis[ cV�b I �et �11 , tr.B44.24 � i� 1H' � � I I �II I �: II I �j�� tr 845J5 � �I Inv(s):83: II � (e):aa� xist tlminage mh a II �im(w):83' Ie845J3 ealll inv(w):839.63 inv(e):839.fi3 m �� CITY II I -w� � II II �II .�st sa��ta�y mn� � fr 848J1 ���(�):e3s.n SCALE 1' = 30' 19 � (� � ,9 �, ,� � Q KEYNOTES � �� �1�1 `� ii BM 1 SANIiARV SEWER � �� 51. 6" PVC SDR JS SANITARV LAIERAL � 1.049. MIN. 1 SLOPE `�1�1 �� 52 8" PVC SDR 35 SANITARV MAM � 0.45% MIN. SLOPE � II ia 11 S3. 48" SANITARV MANNOLE `r�i 54. DOGHOUSE MANHqLE WITH SPECTRA TECH LMER PRIOR ��11 i0 vAC iESTING/CUTTING INTO EXIS➢NG PIPE ��� C0. SANITARV CLEANOUT �i .-845� DRAINAGE/STORM SEWER ���i � oi. r�ot useo � �� � D2. NOT USED i I I�i � �3. PAVEMENT UN�ER �RAIN ] i �i�� WATERLINE " ��� W1. fi" �UCTILE IRON FlRE PROTECiION LME /�ys s�3 i tre4 W2 7' COPPER (TVPE K) DOMESTIC WATER SERVICE ti�l � inv(sw P inv(n) W3. 9" PVC C900 PRIVATE WATER AfAIN � W4 FIRE HVDRANT W/ ASSEMBLV xisl curb i WS WAiER BEN� W/ WNCREiE iHRUS? 9LOCK 2 � tr844.80 W6. CONNECTION TO EXIS➢NG WATER MAIN VARi A WET � _ inv(ne):841. TAP i I WZ FIRE DEPARiMENi CONNECiION � i W8. POST IN�ICATOR VALVE � ^��i �' W9. 7' WAiER VALVE AN� VALVE BOX 30' � � W11. iRAN51TI0N FITTING (8" DR11 POLY HDPE TO 8" C900) A G1. GAS MEIER cz. cns sEawcE �wE ELECTRIC � iELECOMAfUNICAilONS EL ELECTRIC TRANSFORMER E2 ELECTRIC SERNCE LME --- M6CELLANEOUS M1. POTENiIAL UTILITV WNFLICT (ALL WAIER / I SANIiARV / SiORM CROSSINGS i0 HAVE A MINIMUM -- OP 18" VEaTICAL CLEARANCE CONTACT ENGWEER IF -- CONFLICTS EXI4. RELOCAiE EXISiING UTILITIES AS REauiREo. - M2 CONTRACTOR TO FlELD VERIFV LOCATION, OEPTH nNo s¢E oF ExisnNc ununEs ro ENsuRE cor�Fucrs oo Nor Exisr wiTM vRoaosEo unun[s. M3. CONiRACiOR i0 COOROINAiE UiILIiY CONNECiION ___ YATH UTILITY PROVIDER. V � ENTER DRIVE 16LIC R/W � /�` �,i NOTES. SANITARV SEWER TOP-OF-CASTING ADJUSTMENT SHALL HAVE NO MORE R1AN 10" R6ER RINGS WIiH INiERNAL CHIMNEY SEAL i0 BE INSiALLE�. CONTRACTOR IS RESPONSIBLE FOR PROiECTING EXISTING IRRIGATION SYSTEAI THROUGHOl1T �l1RAilON OF THE PROJECT. GENERAL NOiES' 1. CONiRACTOR SHALL PROTECT AN� NOT DESIROY iHE PROPERTY CORNER MONUMENTS Dl1RING CONSiRUCTION. z. coNmncraa ra vEairy �ocnrioN, srzE n�uo oEarH oF EXISTING UTILITIES PRIOR W COlAMENQNG ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. b. SEE SHEET C002 GENERAL NOTES POR MORE WFORMATION. UTILITY CONTACTS U7ILITY COMPANY CABLE iELEVI510N BflIGHiH0U5E NETVORKS ELECiRIC OUKE ENERGY IELECOMMUNICAPON Ai&T GAS VECiIiEN ENERGT SAWiARY SEWER 121C0 STORM SEWER CARMEL ENGINEEflINC DEPi !� cnuTioN !! 1HE LOCAPONS OF ALL E%IStING UNDERGROUNO U11L1¶ES SHOWN ON CONTACT PHCNE N0. T115 PLAN ARE BASE� OPON ABOVE GROUN� EVI�ENCE (including, but JASON KIflKMAN (3P) 632-9�P nof limifed lo, manholes, inlefs, wlves, antl mo�ks matle upon �be gmunE by olM1ers) AN� RRE SPECULAPVE IN NANRE. iHERE MAY CHRISPNA GIflOD (31]) 896-6]26 pL50 BE OWER E%ISPNG ON�ERGROUN� 11TILIilES fOR VMICH THERE BRinN WENiE (Jn) 6�0-SaaO IS NO ABO�E Gf101INO ENDENCE OR FOR WHICH NO ABOVE GROIIND EVI�ENCE WAS 095ERVE�. iHE E%ACt LOCAlI0N5 0� SAI� E%ISTNG JOANIE CLAFK (31]) 9)6-5532 UN�ERGROUNO UPLIilES SHALL BE VERIFlED BT R1E CONWACTOR RTAN H,1PlMAN (3t]) 841-9P00 PRIOR TO ANY AN� ALL CONSIRUCPON. CALL iOLL FREE JOHN iHOMAS (an) n6-e495 '911" OR 1-800-382-5544 .inNu nnrry am ni->ui - IN�IANA UN�ERGROIIN� - WB DEVELOPMENT PARTNE 4441 W AIRPORT FREEWAY SUITE 330 IRVING, TEXAS 75062 PHONE: (214) 699-5137 � ■ O AMERICPN ■ STRUCTUREPOINT iNc � 9025 RiverRoatl,Suite 200IIntlianapolis,lntliana 0624 TEL 31 ].50)SSBO I FAX 31).513.02)0 wwwstrucN�epointcom NDIANAPOLIS tEHABILITATION 10SPITAL 260 CITY CENTER DRIVf :ARMEL. INDIANA 46032 *� 11600754 ;• STAIE OF . �'�ipqriOX A�� c^°��/rvr.viq N. CERTIFIED BY ISSUANCE INDEX DATE: 04I17I2019 PROJECT PHASE: DP/ADLS Project Number 2018.02759 UTILITY EXTENSION - IMPROVEMENTS PLAN C410