HomeMy WebLinkAboutC002 - GENERAL NOTES2
GENERALNOTES
1. ALL WORK TO WNFORAI TO STAiE AN� LOCAL REGULATIONS.
2 CONiRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSiRlICiION �E6R15 AND CONSTRUCTION
iRAFFlC AT ALL TIMES.
J. iHE CONTRACTOR SHALL PROiECT AND NOT DESiROY iHE BASE SURVEY CONTROL POINTS DURING OEMOLIiION
AN� CONSTRUCTION.
4. ALL UTILITV INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANV
VARIATION EXISTS.
S MAINiAM E%ISTNG UiILIilES i0 REMAIN IN SERVICE AN� PROiECi NGAINSi �AMAGE �URING �EMOLITON AND
CONSiRUCiION OPERATONS.
6. iHE CONiRACTOR SHALL VERIFV ALL �IMENSIONS IN 1HE FlEL� PRIOR TO THE START OF WNSTRUCiION. THE
CONiRACTOR SHALL BE RESPONSIBLE FOR ALL FlEL� �IMENSIONS.IF ANY �ISCREPANQES ARE FOUN� IN
RiESE PLANS FROM ACIDAL FlEL� CON�IlIONS, THE CONiRACTOR SHALL NOTIFY ENGWEER IMME�IATELV.
EXISTING TOPOGRAPHY NOTES
L E%ISiING TOPOGRAPHV IS PROVI�E� BV:
AAIERICAN SiRUCiIIREP0INT, INC.
PROJECT 2018.02�59
DATED: MARCH 08, 2019
I �7��4[�]�Y i[�1���[�] iX-9
1. CLEAR AN� GRUB ALL iREES AN� VEGEiAiION NECESSARV FOR WNSiRUCTON.
2 PROTECT iREES TO REMAIN �l1RING WNSiRUCTION.
1 PLANT MATERIALS TO REMAIN, TO BE PROTECTE� 6V TREE FENCE WHICH ENCOMPASSES IT'S ORIP LWE NO
CONSiRUCTION EQIIIPAfENT, MAiERIALS OR �E6RIS SHALL BE LOCAIE� WITHIN iREE PROiECiION BOl1N�ARIES.
NO �EIAOLIIION CAN OCCUR UNTIL TREE PROTECPON IS APPRWE� 6Y THE OWNER.
4. THE CONiRACTOR SHALL REMOVE AND DISPOSE OP ALL EXISTING SiRUCNRES FENCES. CONCRETE. ASPHALT
PAVEMENT AN� OTHER MISCELLANEOUS APPURiENANCES OFF SITE. UNLESS NOTED TO REMAIN ON iHE
CONiRACT DRAWINGS.
5. DEMOLISH FOUNDATIONS ANO OTHER BELOW-GRADE CONSTRUCTION, INCWOING CONCRETE SLABS, TO A DEPTH
OF NOT LE55 THAN 48 INCHES BELOW LOWEST FOUNDNiION LEVEL.
6. COMPLEiELV RLL 9ELOW-GRADE AREAS AN� V01�5 RESULiING FROM �EMOLITON OF SiRUCNRES, WiH
COMPACiE� GRANULAR BACKFlLL.
J. THE 115E OF ANV TYPE OF EXPLOSNES WILL NOT BE PERMRTE�.
B. CON�l1CT �EMOLITION AN� CONS1Rl1CTION OPERATIONS ID ENSl1RE MINIMAL WTERFERENCE 'MTH STREEiS, WALKS
AND OiHER A�JACENT OCCl1PIE� FACILITIES.
9. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTMER OCCUPIED FAQLITIES WIiHOUT PERMISSION FROM 1HE
LOCAL AUTHORITIES HAVING JURISDICiION. PROVIDE ALTERNATE ROUTES AROUNO CLOSE� OR OBSiRUCTED
TRAFFlC WAVS, IF REQUIRED BV GOVERNING AUTHORIilES.
1Q ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. WNDUCT OPERATIONS
TO PREVENT OAMNGE TO ADJACENT SiRUCNRES AND OTHER FACILITIES AND INJURV TO PERSONS.
11. PROMPiLV REPNIR �AMAGE i0 N�JACENi FAQLIilES CAUSEO BV �EMOLIiION AN� WNSiRUCiION OPERAilONS.
12 ALL UiILRIES i0 BE REMOVE� SHALL BE �ISCONNECiE� AN� CAPPE� Ai iHE NEARESi WNNECiION POINi.
1b. NO ON-SI1E Bl1RNING IS PERMITTE�.
14. CONiRACTOR SHALL 115E MEASORES TO CONTROL �UST AT ALL TIAIES.
15. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMIiED TO DEMOLITION IiEMS INDICAIED ON THIS PLAN. IT IS THE
CONiRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCATE IiEMS WHICH WiERPERE W1TH NEW CONSTRUCTION.
16. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENQNG DEMOLITION.
SITE NOTES
1. ALL PARKING SiRIPES ARE i0 BE 4" PAWiE� (WHIiE). A�A ACCESSIBLE PARHING SiRIPES SHALL BE 4"
PAINiE� (BWE).
2. ALL �IMENSIONS ARE TO 1HE E�GE OF PAVEMENT OR FACE OF CIIRB, UNLESS NOiE� OTHERWISE.
3. ALL DIAIENSIONS ARE ID FACE OF BRICK OR FACING A1AiERIAL, WHERE APPLICABLE.
4. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LWES. PROPERTY LWES OR BUILDING LWES.
UNLE55 OTHERWISE NOTED.
5. PROVIDE SMOOTH TRANSITIONS PROM NEW AREAS TO E%ISiING PEATURES AS NECESSARV.
6. RESURFACE OR REWNSiRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE E%ISTING PAVEMENT
OR LAWNS ARE �AMAGE� �URING CONSiRUCiION FROM iRAFFIC 9Y WNiRACi0R5, SU9WNiRACi0R5 OR
SUPPLIERS AFiER CONSiRUCiION WORK IS COMPLEiE.
Z EXISiING PAVEMENi ?0 BE SAW CUi IN ALL AREAS WHERE IN�ICAiE� NEW PAVEMENi ?0 JOM EXISiING.
8. THE E�GE OF TNE E%ISIING ASPHALT PAVEAIENT SHALL BE PROPERLV SEALE� WITH A TACK COAT MAiERIALIN
ALL AREAS WHERE NEW ASPHALT PAVEAfENT IS IN�ICATE� TO JOM EXISTING ASPHALT.
9. CONCREiE SAW CUTTING SHALL BE DONE AS SOON AS POURED CONCREiE HAS CURED AND CAN SUPPORT
WEIGHT. PROVIDE A NEAT CUT WHICH IS iRUE IN ALIGNMENT.
10. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB.
11. RADIAL JOWTS SHALL BE NO SHORTER THAN L5.
12 CONiRACTOR SHALL USE A R1ICKENED EXPANSION JOINT AROUND THE PERIMETER OF ANV BLOCK OUT IN THE
CONCREiE PNVING.
1b. ALL CONSiRUCiION JOINiS SHALL BE SAWN, CLEANE� OF �EBRIS, BLOWN �RV AN� IMME�IAiELV SEALED 'MiH
iHE APPR�PRIAiE SEALANi ACCORDING i� MANUFACil1RER'S �IRECTONS.
14. ALL AfATERIALS TO BE IN ACCOR�ANCE WITH LOCAL �EPARTMENT OF TRANSPORTATION 4AN�AR�
SPECIFlCATIONS RELAiIVE TO MATERIAL, MIX, PLACEMENT AN� WORKMANSHIP.
15. ALL SIOEWALKS SHALL COAIPLV WIiH A�A STANOARDS. MAXIAIUM CROSS SLOPE OF L50 AN� MAXIlAIIAI
LONGITUOINAL SLOPE OP 1:20.
16. CHAMFER ALL ENDS OF CURBS.
i]. ALL CURB RA�O SHALL BE 3' MINIMUM UNLESS NOiED OTHERWISE.
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
GRADING NOTES
1. SI1E GRA�ING SHALL N01 PROCEED UN11L EROSION CONiROL MEASURES HAVE BEEN INSiALLE�.
2 iHE E%CAVATNG CONiRACiOR MUSi iARE PARiICULAR CARE WHEN EXCAVAiING IN AN� AROUN� EXISiING
UiILIiY LWES AN� Epl11PMENi. VERIFV WVER REpIIIREMENiS BV UiILIiY WNiRACi0R5 AN�/OR ViILIiV
C�MPAWES SO AS NOT TO CAUSE �AMAGE.
3. THE CONTRACTOR SHALL NOPFV ALL UTILRV COMPAMES J2 HOlIRS 6EFORE CONSTRl1CTION IS TO START TO
VERIFV IF ANY UTILITIES ARE PRESENT ON SIiE. ALL VERIFlCATIONS (LOCATION, SIZE AN� OEPTH), SHALL 6E
MA�E BV RiE APPROPRIATE UTILITY COAIPAMES. WHEN EXCAVATING AROl1ND OR OVER E%ISTING 11PLIPES, THE
CONTRACTOR MUST NOiIFV THE UTILITY COMPANV 50 A REPRESENTATIVE OF THAT UTILITV COMPANV CAN BE
PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR
LOCATIONS OF UTILI11E5 FOR 1HEIR OWN WORK.
4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE MFRASTRUCTURE (HVDRANTS, VALVES, HANDHOLES, CASTINGS,
iRRIGATiON SYSTEM, UiILITY PEDESTALS, ETCJ AS REQUIRE� TO MEET PROPOSED GRADE AT HIS/HER OWN
COST.
5. AFiER STRIPPING TOPSOIL MNiERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC TIRE
OUMP TRUCK MINIMUM GROSS VEHICLE WEIGHT OF 15 TONS. THE TIRES SHALL BE OPERATED AT INFLATION
PRESSURES BEiWEEN JO-80 P51 UNLE55 OiHERWISE NOiEO BV iHE GEOiECHINICAL ENGWEER. iHE iIRES
SHALL BE WFLAiE� WIiH AIR ONLV, NO LIpUI� SHALL BE USE�. iHE PROOFROLL SHALL BE WMPLEIE� UN�ER
INSPEC110N OF SOILS FIRM 10 �EIERMME LOCAilONS OF ANV POCKEiS OF UNSUIIABLE MAIERIAL 1HE
NECESSIiV FOR SUB�RAINS AN�/OR REMOVAL OF ANY UNSUIiABLE MAiERIAL WLL BE �EiERMMEO Ai iHE
iIME OF CON4RUCilON.
6. PROVI�E POSIPVE DRAINAGE VATHOIIT P�N�ING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO lEST
FOR, AND CORRECT, IF ANY, STANOING WATER CON�RIONS.
]. ALL PROPOSED SPOT ELEVAilONS OR CONTOURS ARE iHE FlNAL PAVEMENT AND FlNAL GRADE ELEVATIONS.
8. SEE APPROPRIATE DETAILS TO DEIERMWE SUBGRADE ELEVATIONS BELOW FlNISH GRADE ELEVATIONS INDICATED.
9. TRENCHES PoR ALL STORM DRAW LWES SHALL BE BACKFlLLED COMPLETELV WITH SELECT GRANULAR MATERIAL
IF WITHIN 5 FEET OF PAVEMENT.
10. WNiRACiOR i0 PERPEiUAiE ANV SUBSURFACE �RAIN TLES OR PIPES ENCOUNiERE� DURING CONSiRUCiION
AN� PROVI�E POSIiNE OUiLEi i0 �OWNSiREAM RECEIVING SVSiEM. CONiRACiOR i0 NOiIFV hiE ENGWEER
WIiH ANV QRCUMSiANCES WHERE iH15 CANNOi BE ACCOMPLISHED.
11. �UE TO SITE WNSTRAINTS, THE EARTHWORK FOR THE SIiE AS �ESIGNE� MAY OR MAV NOT BALANCE IT IS
THE CONTRACTOR'S RESPONSIBILITV TO REVIEW THE EXISiING CONDIPONS AN� INCWDE IN THEIR BIO ALL
EARTHWORK WSTS INCW�ING IMPORTS AN�/OR E%PORTS NECESSARV TO A1AKE THE SITE BALANCE.
12. CONTRACTOR TO STABILRE EXPOSED EARTH AS INDICAiED BY THE STORMWATER POLLUTION PREVEN110N PLAN
OR GOVERNING AUTHORITY.
UTILITY NOTES
1. SIiE UiILIilES SHALL NOi PROCEE� UNiIL EROSION WNiROL MEASURES HAVE BEEN INSiALLE�.
2. THE EXCAVAiING CONTRACTOR lAl15T TAKE PARTICl1LAR CARE WHEN EXCAVATING IN ANO AROUN� EXISTING
❑TILITY LWES ANO EOl11PAfENT. VERIFV COVER RE�IIIREMENTS BY 11iILITV CONTRACTORS AN�/OR OTILITY
COMPAWES 50 AS NOT TO CAUSE �AMAGE.
3. THE CONTRACTOR SHALL NOPFV ALL UTILITV COMPAMES J2 HOIIRS 6EFORE CONSTRl1CTION IS TO START TO
VERIFV IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFlCATIONS (LOCATION, SIZE AND �EPTH). SHALL BE
MADE BY iHE APPROPRIATE UTILITY COMPAWES. WHEN EXCAVATING AROUNO OR OVER E%iSTING UTILITIES, THE
CONTRACTOR MUST NOTIFV THE UTILITY COMPANV 50 A REPRESENTATIVE OF iHAT UTILITY COMPANV CAN BE
LOCATIONS OF UiILIilES POR RtEIR OWN WORK.
4. WNiRACi�R i� ADJUSi ALL EXISiING SURFACE INFRASiRUCiURE (HVDRANiS, VALVES, HAN�HOLES, CASiINGS,
IRRIGATION SYSTEM, UiILITY PEDESTALS, ETCJ AS REpUIRED TO MEET PROPOSED GRADE.
5. ALL UPLIiV MAiERIALS AN� INSiALLAiION SHALL WNFORM W LOCAL SiAN�ARDS FOR EACH UiILIiV AGENCY
HAVING JURIS�ICiION.
fi. TRENCHES FOR ALL 1111LITY LMES SHALL BE BACKFlLLE� COMPLEIELY 'MTH SELECT GRANl1LAR MAiERIAL IF
THE TOP OF THE TRENCH IS WIIHM 5 FEET OF PAVElAENT.
Z CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILI➢ES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE
REOUIRED MINIMUM DEPTHS OF COVER. THE CONiRACTOR SHALL PROVIDE ANV ADDITIONAL BENDS WIiH THRUST
BLOCKS REQUIRED TO ASSURE PROPER INSTALLAlION OF WATER MAINS ANO LATERALS.
8. IN THE EVENT OF A CONFLICT BETWEEN WATER LWES AND STORM DRAWS, iHE CONTRACTOR SHALL EITHER
ADJUST THE WATER LWE DOWNWARD IN SUCH A MANNER 50 THAT THE PIPE MANUFACTURER'S
RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRE55 ARE NOT E%CEEDED OR THE CONTRACTOR SHALL
PROVIDE APPROPRIATE BENDS NNO CROSSINGS.
9. ALL COOR�INAiES AN� OIMENSIONS ARE i0 R1E CENiERLME OF UiILIilES ANO SiRUCiURES.
10.ALL PROPOSE� SiORM SEWER AN� �RAINAGE APPl1RiENANCES SHALL BE IN WNFORMANCE WT1 iHE CIiV OF
CARMEL STORMWAiER SPEQFlCATIONS, LATEST E�ITION. �ISCREPANCIES BETWEEN THE PLANS AN� THE
STORMWATER SPECIRCAPONS SHALL NOT ALLENATE THE CONTRACTOR FROM A�HERING TO THE REQl11REMENTS
AS SET FORRi IN THE STORMWATER SPECIFlCAilONS.
EROSION CONTROL NOTES
1. CONTRACTOR SHALL INSTALL ALL PERIMETER SILT FENCE AND SEOIMENT CONTROL BARRIERS PRIOR TO
CLEARING AND GRADING.
2 R115 PLAN SHALL NOT BE CONSIDERED ALL INCWSIVE AS R1E CONTRACTOR SHALL TAKE ALL NECESSARV
PRECAUilONS i0 PREVENi SOIL SEDIMENi FROM LEAVING iHE SIiE.
3. AO�IiIONAL EROSION AN� SE�IMENi CONiROL MEASl1RE5 SHALL BE INSiALLE� IF OEEME� NECESSARY BV ON
siiE iNsaEcno�u.
4. LANO ALTERATION WHICH SiRIPS 1HE LAND OF VEGETAPON, INCW�ING RE-GRA�ING, SHALL BE �ONE IN A
WAV THAT WILL AfINIMIZE EROSI�N.
5. SEDIMENT LADEN WATER SHALL BE DETAMED BY EROSION CONiROL PRAC➢CES AS NEEDE� TO MINIMRE
SEDIMENTATION IN RECEIVING WATER. NO STORM WAiER SHALL BE DISCHARGE� FROM RiE SITE IN A MANNER
RiAT CAUSES EROSION AT THE POWT OF OISCHARGE.
6. WASiE AND UNUSED BUILDING MAiERIALS SHALL NOT BE ALLOWE� TO BE CARPoED FROM THE SITE BY STORM
WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILOING MATERIALS IS REpUIRED.
J. SE�IMENi 9EING iRACKE� ONiO PUBLIC OR PRIVAiE ROA�WAVS SHALL BE MINIMREO. CLEARING OF
ACCUMULAiE� SE�IMENi SHALL NOiINCLU�E FWSHING WIR1 WAIER. CLENRE� SE�IMENi SHALL BE REiURNE�
i0 1HE SI1E FOR �ISPOSAL.
8. SOIL WHICH HAS ACCl1MOLATE� NEXT TO EROSION CONTROL �EVICES SHALL BE WLLECTE� AN�
RE-0ISiRIBIITED ON SITE AFTER EACH RAWFALL EVENT, AND AT LEAST ONCE A WEEN.
9. IF INSTALLAiION OF STORlA ORAINAGE SYSTEM SHIX1L� 6E INTERRUPiED BY WEATHER OR NIGHTFALL, TNE
PIPE ENDS SHALL BE COVERED R1TM FlLTER FABRIC.
10. RiE SiTE IS NOT LOCATED WITHIN ANV FLOODPLAIN, FLOOOWAV OR FLOODWAY FRINGE AS IN�ICATEO ON iHE
FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTV, IN, MAP NUMBER 1805]CO209G, �ATE�
NOVEMBER 19, 2014.
1L SCHEDULE OF EARTHWORK ACTIVITIES:
A. R1E �URAiION OF iIME WHICH AN AREA REMAINS EXPOSE� SHALL BE KEPi i0 A PRACiICAL MINIMUM.
R1E AREA SHALL BE SiABILRE� AS SOON AS POSSIBLE. UN-VEGEiAiE� AREAS iHAi ARE SCHE�ULE�
OR LIKELY TO BE LEFTINACTNE FOR FIFiEEN (15) �AYS OR MORE MUST BE iEMPORARILV OR
PERMANENTLY 4ABILIZE� WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMRE EROSION
POTENTIAL ALTERNAIIVE MEASURES TO SITE STABILIZATION ARE ACCEPTABLE IF THE PROJECT SIiE
OWNER OR iHEIR REPRESENTATNE CAN �EMONSiRATE iHEY HAVE IMPLEMENTED EROSION AN� SE�IMENT
CONTROL MEASl1RE5 A�EQIIAiE TO PREVENT SE�IMENT �ISCHARGE.
B. TOPSOIL REPLACElAENT SNALL TAKE PLACE PROM MARCH 1 TO OCTOBER 31. STOCKPILE T�PSOIL AT ALL
OTHER TIMES OF THE VEAR. PERMANENT AND FlNAL VEGETAlION AND STRUCNRAL EROSION CONTROL
DEVICES SHALL BE INSTALLED WITHiN SEVEN (]) DAVS AFTER FlNAL GRADING OR AS SOON AS POSSIBLE.
G INSTALL MLET PROTECTION AROUND WLETS IMMEDIATELY UPON COMPLETION OF THE STRUCNRE REMOVE
WLET PROTECTION FOR PAVING OPERATION. REPLNCE MLET PROTECTION AFTER PAVING IS COMPLETE.
MLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDE� AREAS
BEHINO iHE CURB.
12. PRIOR i0 COMPLEiION OF R1E PROJECi, CONiRACiOR SHALL CLEAN 011i ALL SiORM �RAINAGE SiRl1CiURES
AN� RESTORE ALL �ITCHES AN� PON�S TO �ESIGNE� GRA�ES.
13. CONTRACTOR SHALL REAIOVE ALL SE�IMENT CONiROL BARRIERS ONCE CONSTRUCPON IS COMPLETE AN� R1E
SITE HAS BEEN STABILRE�.
14. ALL PROPOSEO EROSION AND SEOIMENT CONTROL SHALL BE IN CONPORMANCE WITH 1HE CITY OF CARMEL
STORMWATER SPECIFlCAilONS, LAiEST EDITION. DISCREPANCIES BETWEEN THE PLANS ANO iHE STORMWAiER
SPEQFlCA➢ONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REOUIREMENTS AS SET
FORTM IN THE STORMWAiER SPEQFlCATIONS.
15. AODITIONAL EROSION AN� SEDIMENT CONTROL MEASURES MAY BE REpUIRED BY RiE INSPECTOR.
UTILITY CONTACTS
U11LI7V COMPANY
CABLE TELEVISION eRicHTMous[ rvciwnRxs
ELECiRIC DUKE ENERGT
GAS \ELiREN ENEflGY
SANIiARV SEWER 121C0
STORM SEWER CARMEL ENCMEEflING �EPi
EXISTING LEGEND
�BEEHIK WLET OO SANITARY MANHOLE
�
� curee w�t � sn�p
� ORAINAGE MANHOLE � h�EPHONE HAN�HOI£
� FlPE HIDRANT O h�EPHONE MANHOIE
�HOSE BIB 4 �LEPHONE MARKEP SICN
x
� INLET � TELEPHONE PE�ESTAL
Q uo � mcc
t.� ucht ao� �
�WAIEft VALVE
PWE (� TOP Of RIM ELEVATON
POST INbERT ELEVAlION
TY SPFINKLEF CONWOL pvc PLASIIC PIPE
VALVE �cp REWFORCEO CONCREiE PIPE
� SIGN
BENCHMARK DATA
(NAV� 88 DATUMJ HORIZONTAL DANM IS BASED UPON
INDIANA STNTE PLANE COORDINATE, NND83
oaus N�s-ozezoszo
BM 9ASE 100
CAPPE� REBAR IN GRA55 AT NE CORNER OF INTERSECTION
AT NW CORNER OF SHOOT POINT BLANK RANGE.
ELEV = 84495
ASI TBM g1
CHISELED "%' ON WNW BOLT OF FlRE HYDRANT IN ISLANO
AT NW CORNER OF SHOOT POINT BLANK RANGE.
ELEV = BQ.48
A51 TBM g2
CHISELED "%' ON SE BOLT OF LIGHT POLE AT SE CORNER
OF JOHN KIRK FURNITURE STORE MALL.
ELEV = 856.63
A51 iBM g3
CHISELE� "%' ON NE BOLi OF LIGHi POLE ON WESi
PROPERiV LME OF 12300 HANCOCK SiREEi AN� SOl1R1
OF CELL iOWER.
ELEV = 84599
GEOiECHNICAL & ENVIRONMENiAL NOiE
CONTACT PHONE N0. � CONIRACTOR SHALL REFER TO iHE GEOTECHNICAL
dn50H aRKuary (3i)) 60R-909� ENGMEERING REPORT FOR WFORMAPON ABOUT SOIL
CHRISTINA GIRO� (31]) 896-6]36 CON�ITIONS.
eainry w[Nff (an)sio-eaw p, CONIRACTOR SHALL REFER TO iHE ENNRONMENTAL
JOANIE LLARK (Sn) JJ6-5532 REPORT FOR WFORMAiION ON ENVIRONMENTAL FlN�INGS
ON iHE SRE.
RTPN HARiMAN (31]) 846-9200
JOHN MOMAS (3O1 ]J6-8495
LEGAL DESCRIPTION
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GENERAL NOTES:
1. CONIRACTOR SHALL PROTECT AN� NOT �ESTROY THE
PROPERTY CORNER AIONUMENTS DURING CONSiRUC➢ON.
2. CONIRACTOR TO VERIPY LOCATION, SRE AND DEPTH OP
E%ISTING UTILITIES PRIOR TO COMMENQNG ANV
CONSTRUCTION. CONTACT ENGMEER IF VARIATION EXISTS.
3. SEE SHEET C002 GENERAL NOTES FOR MORE
WFORMAT�N.
�i CAUTION !!
iHE LOCAPONS 0� ALL E%IS11NG UNDERGkOUND UPLpIES SHOWN ON
iH15 PLAN ARE BASE� OPON ABOVE GRaIIN� EVI�ENCE (inclutling, but
not Imted to m nM1ales,'nle�s mlves. anE marks ma0e upon �he
gmuntl by aMers) AND ARE SPECULAPVE IN NANRE. iHERE MAY
AL50 BE OMER E%ISiINC UN�ERCROUN� UTILITIES FOR WHICH iHERE
IS NO ABO�E GROUND EhOENCE OR fOR VMICH NO ABOVE GROlINO
EN�ENCE WAS 095ERVE�. TIE EXACt LaCAilONS OP SAI� E%ISTNC
UNDERGROUND UIILIlIES SHALL BE YERIFlED 9Y 1HE CON1RACi0R
aRioa ro nHv nHo au coHsrRucnaH.
CALL iOLL FREE
"811" OR 1-800-382-5544
- IN�IANA 11N0ERGR�UN� -
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
� ■
O AMEflICNN
■ STRUCTUREPOINT
irvC
�
]260 SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256
TEL 31)50).5580 I FAX 31 ].503.02)0
wwwsVuc�mepoin�.com
NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
*� 11800754
STAIE OF
�Oiry�qiONAi c�o�o•.
N. �
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
Project Number 2018.02759
GENERALNOTES
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