HomeMy WebLinkAbout[1] 2017.02968.CE.C002.GN-C002GENERALNOTES
1. ALL WORK TO CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS.
2. CONiRnCTOR $HALL NEEP ADJOINING PROPERPES CLEAN OF CONSTRUGnON DEBRIS AND CONSiRUCTON
TRAFFIC AT ALL PNES.
3. THE WNTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SUROEY CONTROL POINTS DURING DEMOLITION
AND CONSiRUCTION.
4. ALL UTILITY MFORMATON SHALL BE VERIFIED BY THE CONiRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY
VARIATION E%ISTS.
5. MAINTAIN EXISTING UTLITES TO REMAIN M SERNCE AND PROTECT AGAINST DAMAGE DURING DEMOLITION ANO
CONSiRUCTON OPERATIONS.
6. TiE CONiRACTOR SHALL bERIFV ALL DIMENSIONS IN THE FIELD PRIOR TO 1HE START OF CONSTRUCTION. TiE
CONiRACTOR SHALL BE RESPONSI6LE FOR ALL FlELD DIMENSIONS. IF ANY DISCREPANQES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD WNDITIONS. THE WNiRACTOR $HALL NOIIFY ENGINEER IMMEDIATELY.
EXISTING TOPOGRAPHY NOTES
1. EXISTING TOPOGRAPHV IS PROVIDED BY:AMERICAN STRUCNREPOINT, INC., PROJECT:201].02698. DATEp:
2018-03-28
DEMOLITION NOTES
1. CLEAR AND GRUB ALL iREES AND VEGETATION NECESSARY FOR CONSTRUCTION.
2 PROiECT iREES TO REMAIN DURING CONSiROCTON.
3. PLNNT MAIERIALS TO REMNIN, TO BE PROTEGiE� 9Y 1REE FENCE WHICH ENCOMPASSES IYS DRIP LINE. NO
CONSTROClION EOUIPMENT, MATERIALS OR DEBRIS SHALL BE LOCATE� WITHIN 1REE PROTECTION BOUNDARIES.
NO �EMOLITION CAN OCCl1R 11NTIL TREE PROIECTION IS APPROVE� BY THE OWNER.
4. THE WNTRACTOR SHALL REMOVE AND �ISPOSE OF ALL EXISiING STRUCNRES, FENCES, CONCREIE, FSPHALT
PAVEMENT AND OTHER MISCELLANEOUS APPURTENANCES OFF SITE, UNLE55 NOTED TO REMAIN ON THE
CONIRACT DRAWINGS.
S DEMOIJSH FWNDA➢ONS AND OTHER BELOW-GRADE CONSTRUCTION,INCLUDING CONCRETE SLABS, TO A DEPTH
OF NOT LE55 iHAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL.
6. COMPLEIELY FILL BELOW-GRADE AREAS AND VOIDS RESULIING FROM DEMOLITION OF STRUCTURES, N1hi
COMPACTED GRANULAR BACKFILL.
]. 1HE USE OF ANY TYPE OF EXPLOSIYES YALL NOT BE PERMITIED.
8. WN�UCT DEMOIJlION AND CONSTRUCTION OPERATONS TO ENSURE MINIMHL INTERFERENCE WI1H STREETS, WALKS
AND OTHER ApJACENT OCCUPIED FAQLITES.
9. �0 NOT CLOSE OR OBSiRUCT SIREETS, WALKS OR OiHER OCCOPIED FACILIilES INTHOUT PERMISSION FROM THE
LOCAL AUTHORIlIES HAVING JURISDICTION. PROVIDE ALIERNATE ROUiES AROUND CLOSED OR OBSTRUCTEO
TRAFFlC WAYS, IF REOUIRED BY GOVERNING AUTHORITIES.
10. ENSURE SAFE PASSAGE OF PERSONS ARWND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATONS
TO PRE�ENT DAMAGE TO ADJACENT STRUCNRES AND O1HER FACILITES AND INJURY TO PERSONS.
it. PROMPiLY REPAIR DAMAGE TO ADJACENT FAqLITIES CAOSED BY DENOLITON AND CONSiRUCTION OPERATIONS.
12. ALL UTLITES TO BE REMObEO SHALL BE DISCONNECTED AND CAPPED AT iHE NEAREST CONNECTON POINT.
1}. NO ON-SIIE BURNING IS PERMITfED.
14. WNiRACTOR SHALL USE MEASURE$ TO CONTROL Dll$T AT ALL TMES.
15. DEMOLIlION IIEMS INCLUDE BUT ARE NOT LIMITE� TO DEMOLITION IIEMS INDICATE� ON 1HIS PLAN. IT IS THE
CONIRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCaIE IIEN$ WHICH INTERFERE VAIH NEW CONSIRUCTON.
i6. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING �EMOLITION.
SITE NOTES
1. ALL GARKING STRIPES ARE TO BE 4° PAINIED (WHIIE). ADA ACCESSIBLE PARKING SiRIPES SHALL BE 4"
PAINTED (BWE).
2 ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB, ONLESS NOTED OIHERWISE.
3. ALL �IMENSION$ ARE TO FACE OF BRICN OR FACING MAIERIAL, WHERE NPPLICABLE.
4. ALL DIMENSIONS ARE PARALLEL VAIH, OR PERPENDICULAR TO BASE LINES, PROPERTV LMES OR BUILDING LINES,
UNLE55 OTHERNiSE NOTED.
5. PRONDE SMOOhI iRAN51TON5 FROM NEW AREHS TO EXIS➢NG FEAIDRES AS NECESSARY.
6. RESURFACE Oft RECONSTRUCT AT LEAST TO ORIGINAL CIXJDITONS ALL AREAS WHERE hiE E%ISTNG PAVEMENT
OR LAWNS ARE DAMAGED DURMG CONSiRUCTON FROM TRAFFIC BV CONiRACTORS, SUBCONiRACTORS OR
SUPPLIERS AF1ER CONSiRUCTON WORK IS COMPLEIE.
Z EXISTING PAVEMENT TO BE SAW WT IN ALL AREAS WHERE INDICAIED NEW PAOEMENT TO JOM EXISTNG.
8. 1HE EDGE OF 1HE EXISTING ASPHALT PAYEMENT SHALL BE PROPERLV SEALED WI1H A TACK COAT MAIERIAL IN
ALL AREA$ KHERE NEW ASPHALT PAbEMENT I$ INDICATED TO JOIN EXISTNG ASPHALT.
9. CONCREIE SAW CUTiING SHnLL BE DONE AS SOON AS POURE� CONCRETE HAS WRED AND CAN SUPPORT
WEIGHT. PROVIDE A NERT CUT WHICH IS TRUE IN ALIGNMENT.
10. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB.
11. RADIAL JOINTS SHALL BE NO SHORIER THAN 1.5'.
12. CONTRACTOR SHALL USE A THICKENED E%PANSION JOINT AROUND hiE PERIMETER OF ANY BLOCK OUTIN hiE
CONCREIE PAVING.
13. ALL CONSIRUCTON JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED N1TH
1HE APPROPRIAIE SEALANT ACCORDMG TO MANUFACNRER'S DIRECTIONS.
14. ALL MAIERIALS TO BE IN ACCORDANCE YATH LOCAL DEPARIMENT OF iRANSPORTATON STANDARD
SPECIFlCATONS RELATIOE TO AIAIERIAL, MIX, PLACENENT AND WORKMANSHIP.
15. ALL SIDEWALNS SHALL COMGLY tNTH ADN STANDARDS. MAXIMIIM CROSS SLOPE OF 1:50 AND MAXIMUM
LONGITl1�INAL SLOPE OF 120.
16. CHAMFER ALL ENOS OF CURBS.
GRADING NOTES
1. SITE GRADING SHALL NOT PROCEED UNTL EROSION CONTROL MEASURES HAOE BEEN INSTALLED.
2. iHE EXCAVATING CONiRACTOR MUST TAKE PARTCULAR CARE WHEN EXCAVAiING IN AND AROUND E%ISTNG
UTILITY IJNES AND EOUIPMENT. YERIFY COYER REQUIREMENTS BY UTILITY CONiRACTORS AND/OR UTILItt
COMPANIES SO AS NOT TO CAUSE DAMAGE.
3. 1HE CONIRACTOR SHNLL NOPFY ALL 1111LITY COMPANIES J2 HOORS 9EPORE CONSTRUCTION IS TO $TART TO
YERIFY IF ANV 11PLIilES ARE PRESENT ON SITE. ALL VERIFlCAilONS (LOCNiION, SIZE AN� �EPTH), SHALL BE
MApE BY THE APPROPRIAiE 11TILITV COMPANIES. WHEN EXCAVAIING AROUN� OR OVER EXISTING UTILITIES, 1HE
CONIRACTOR MOST NOPFY iHE 11TILITV COMPANY SO A REPRESENTAiIVE OF THAT IITILITV COMPANY CAN BE
PRESENT TO INSiRUCT AN� OBSERVE �l1RING CONSIRUClION. SUBCONiRACTORS ARE RESPONSIBLE FOR
LOCATIONS OF UTILITIES FOR THEIR OWN WORK.
4. CONTRACTOR TO AOJUST ALL EXISPNG SURFACE MFRASTRUCNRE (HYDRANTS, VALVES, HANDHOLES, CASTINGS,
IRRIGATON SYSIEM, U➢LITY PEDESTALQ ETC.) AS REpUIRED TO MEET PROPOSED GRADE AT HIS/HER ONN
COST.
5. AFTER SiRIPPING TOPSOIL MATERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATC TIRE
DUMP iRUCK MINIMUM GRO55 VEHICLE WEIGHT OF 15 TONS. TiE TIRES SHALL BE OPERAIED AT MFLATION
PRESSURES BETWEEN ]0-80 P51 UNLE55 OTHERWISE NOIED BY 1HE GEOIECHINICAL ENGMEER. TiE TRES
SHALL BE INFLAIED `MTH AIR ONLY, NO LIOUID SHALL BE USED. THE PROOFROLL SHALL BE COMPLETED UNDER
WWECTON OF SOILS FIRM TO DEIERMINE LOCATIONS OF ANY POCKETS OF UNSOITABLE MAIERIAL iHE
NECESSItt FOR SU9DRAINS AND/OR REMOVAL OF ANY lINSUITABLE MAIERIAL WILL BE DEIERMINED AT iHE
TME OF WNS1RUCTON.
6. PROOIDE POSIPVE �RAINAGE WIlHOl1T PON�ING IN ALL AREAS. AF1ER INSTALLATION. CONTRACTOR TO TEST
FOR, AND CORRECT, IF ANV, STANDING WATER CONDITIONS.
]. ALL PROPWED SPOT ELEVATIONS OR CONTOURS ARE THE FlNAL PAOEMENT ANO FINAL GRADE ELEVATIONS.
8. SEE APPROPRIATE DETAILS TO DETERMME SUBGRADE ELEVATIONS BELOW FlNISH GRADE ELEVATIIXJS INDICATED.
9, iRENCHES fOR ALL STORM DRAIN LMES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL
IF VATHIN 5 FEET Of PAOEMENT.
1Q CONIRACTOR TO PERPENAIE ANY SUBSORFACE DRAIN TILES OR PIPES ENCOUNIERED DURMG CONSiRUCTON
AND PRONDE POSITYE OUTLET TO DOWNSiREAM RECEIVING SYSIEM. CONIRACTOR TO NOTFY THE ENGMEER
'MTH ANY CIRCUMSTANCES WHERE T115 CANNOT BE ACCONPLISHEO.
fl. DUE TO SIiE CONSTRAINTS, 1HE EARIHWORK FOR THE $ITE A$ pE51GNED MAY OR MAY NOT BNLHNCE. IT I$
1HE GONIRACTaR'S RESPONSIBILItt TO RENEw 1HE EXISTING CONOITIONS AND INCLUDE IN 1HEIR BID ALL
EARTIWORK CO515 INCLU�ING IMPORT$ AND/OR EXPORTS NECE$$ARY TO MAKE 1HE $ITE BNLNNCE.
12. CONIRACTOR TO STABILIZE EXPOSED EPR1H AS INDICAIED BY 1HE STORMWAIER POLLUTION PREVENTION PLAN
OR GOOERNING AUTHORITY.
UTILITY NOTES
1. SITE UTILITIES SHALL NOT PROCEED UNTL EROSION WNTROL MEASORES HAVE BEEN INSTALLED.
2. 1HE EXCPVAPNG CONIRACTOR MUST TAKE PARIIWLAR CARE WHEN EXCAVAIING IN AND AROUND EXISIING
UPLITV LMES AN� EOUIPMENT. VERIFY COVER REOUIREMENTS BY UTLITY CONTRACTORS AND/OR UTILItt
COMPANIES 50 AS NOT TO CAl15E �AMAGE.
3. THE CONTRACTOR SHALL NOTIPY ALL UIILITV COMPAMES ]2 HOURS BEFORE CONSTRUC➢ON IS TO START TO
VERIFY IF ANY UTILI➢ES ARE PRESENT ON SITE. ALL VERIFlCATIONS (LOCATIIXJ, SIZE AN� DEPTH), SHALL BE
MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVAIING AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTFY THE U➢LITY COMPANY 50 A REPRESENTATIVE OF THAT U➢LITY COMPANY CAN BE
PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTON. SUBCONTRACTORS ARE ftE5PON51BLE FOR
LOCATIONS OF U➢LITIES FOR THEIR ONN WORK.
4. CONBACTOR TO A�JUST ALL E%ISTNG SURFACE INFRASiRUCNRE (HIDRANTS, VALVES, HANDHOLES, CASTNGS,
IRRIGATON SYSTEM, UTILITY PEDESTALS, ETC.) AS REOUIRED TO MEET PROPOSED GRADE.
5. ALL UTLITY MATERIALS AND INSTALLATON SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTLITY AGENCV
HANNG JURISDICTION.
6. iRENCHES FOR ALL UTILITY LMES SHALL BE BACKFlLLED COMPLEIELV WIT1 SELECT GRANULAR MAIERIAL IF
iHE TOP OF THE 1RENCH IS `MTHIN 5 FEET OF PNVEMENT.
J. CONIRACTOR SHALL COOR�INAIE INSTALLATION OF UTILITIES AN� CON�UI15 TO AV01� CONFIJCT$ AND PRON�E
REO�IRED MINIMUM OEPTHS OF COVER. 1HE CONTRACTOR SHALL PROVIpE ANV A��IiIONAL BENpS W1TH 1HRUST
BLOCKS REpUIRED TO ASSURE PROPER INSTALLAiION OF WATER MAINS AND LATERALS.
B. IN THE EVENT OF A WNRICT BEPNEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER
ADJUST THE WATER LINE DOWNWARD IN SUCH A MANNER 50 1HAT THE PIPE MANUfACNRER'S
RECOMMENDATIONS ON PIPE DEFl.ECTIIXJ AND JOINT STRE55 ARE NOT EXCEEDEO OR THE CONTRACTOR SHALL
PRONDE APPROPftIATE BENDS AND CROSSINGS.
9. ALL COORDINAlES ANO DIMENSIONS ARE TO iHE CENTERLME OF UIILITIES AND STRUCNRES.
tO.ALL PROPOSED STORM SEWER AN� DRAINAGE APPURTENANCES SHALL BE W CONFORMANCE WI1H hiE CITY OF
CARMEL STORMWATER SPEQFICAilONS, LAlEST EDITON. DISCREPANQES BETWEEN iHE PLANS AND TiE
STORMWATER SPECIFICATONS SHALL NOT ALLEVIAIE THE CONiRACTOR FROM ADHERING TO THE REpUIREMENTS
AS SET FORTH IN THE STORMWAiER SPECIFICAPONS.
EROSION CONTROL NOTES
1. CONiRACTOR SHALL INSTALL ALL PERIMEIER SILT FENCE AND SEDIMENT WNTROL BARRIERS PRIOR TO
CLEARING AND GRAOING.
2. iH15 PLAN SHALL NOT BE CONSIDERED ALL INCWSIOE AS THE CONiRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREbENT SOIL SEDIMENT FROM LEANNG TiE SITE.
3. ADDITIONAL EROSION M!D SE�IMENT CONIROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON
SIIE INSPECTION.
4. LAND ALTERAPON WHICH STRIP$ THE LAND OF VEGETAPON, INCLUDING RE-GRApING $HqLL BE �ONE IN A
WAY IHqT VALL MINIMIZE EROSION.
5. SEDIMENT LADEN WATER SHALL BE DETAINEO BY ER090N CONTROL PRACTICES AS NEEDED TO MINIMRE
SEDIMENTATIIXJ IN RECEINNG WAIER. NO STORM WAIER SHALL BE DISCHARGED FROM iHE SITE IN A MANNER
iHAT CAUSES EROSION AT THE POINT OF DISCHARGE.
6. WASTE AN� UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM hiE SITE BY STORM
WATER RUNOFF. PROPER DISPOSAL OF ALL WAS1E AND UNUSED BUILDING MAIERIALS IS REQUIRED.
]. SEDIMENT BEING IRACKE� ONTO PUBLIC OR PRIVAIE ROADWAYS SHALL BE MINIMIZED. CLEARING OF
ACCUMULATED SEDIMENT SHALL NOT MCWDE RUSHMG WI1H WATER. CLEARED SEDIMENT SHALL BE RENRNED
TO T1E SITE FOR OISPOSAL.
B. SOIL VmICH HAS FlCGUMULATED NEXT TO EROSION CONiROL DEVICES SHALL BE COLLECIED AND
RE-�ISiRIBUIED ON SIIE AFIER EACH RAINFALL EVENT. AND AT LEAST ONCE A WEEK.
9. IFINSTALLA➢ON OF STORM DRAINAGE SVSTEM SHOULD BE WTERRUPTED BY WEATHER OR NIGHTFALL. THE
PIPE ENDS SHALL BE COOERED NiTH FILTER FABRIC.
10. hiE 91E IS NOT LOCATED YATHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICAIED ON h1E
ROOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNtt, IN, MAP NUMBER 1805�CO20BG, DATED
NOVEMBER 19, 2014.
11. SCHEDULE OF EARiHWORK ACTVITES:
a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSE� SHALL BE KEPT TO A PRACiICAL MINIMUM.
THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. UN-VEGETATEO AREAS iHAT ARE SCHEDULE�
OR LIKELY TO BE LEFTINACiIVE FOR F61EEN (15) DAYS OR MORE MUST BE TEMPORARILY OR
PERMANENTLY STABIIJZED N1R1 MEASURES APPROPRIATE FOR R1E SEASON TO MINIMIZE EROSION
�OTENiIAL ALIERNATIVE MEASURES TO SI1E STABILRNlION ARE AGGEPTABLE IF THE PROJECT SITE
OWNER OR 1HEIR REPRESENTAIIVE CHN �EMONSTRATE THEY HAVE IMPLENENIEO EROSION NNp SEDIAIENT
CONIROL NEnSURES ADEQUAIE To PREVENT SEDIMENT DISCHARGE.
b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL NT ALL
OTHER TIMES OF THE YEAR. PERMANENT AND FlNAL VEGETA➢ON AND STRUCNRNL EROSION CONTROL
DEVICES SHALL BE INSTALLED VARiIN SEVEN (�) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE.
a INSTALL INLET PROTECTION AROUND INLETS IMMEDIAIELY UPON COMPLE➢ON OP THE STRUCNRE. REMOVE
INLET PROTECTON FOR PAVING OPERATION. REPLACE INLET PROTECTON AFTER PAVING IS COMPLETE.
MLET PROTECTON SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEE�ED AREAS
BEHIND THE CURB.
12. PRIOR TO COMPLETON OF iHE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL STORM DRAINAGE STRUCNRES
AND RESTORE ALL OITCHES AND PONDS TO DESIGNED GRADES.
13. CONIRACTOR SHALL REMOVE NLL SE�IMENT WNIROL BARRIERS ONCE CONSIROCTON IS COMPLEIE AN� THE
SI1E HAS BEEN STABILIZEo.
14. ALL PROPOSE� EROSION AN� SE�IMENT CONIROL SHALL BE IN CONFORMANCE YATH THE CI1Y OF CARMEL
STORMWATER SPECIFlCATIONS. LATEST EDITION. DISCREPFNqES BETNEEN THE PLANS AND TME STORMWATER
SPECIFlCATIONS SMALL NOT ALLEVIAIE 1HE CONIRACTOR FROM ADHERING TO THE REQUIREMENiS AS SET
FOR1H IN THE STORMWAIER SPECIFlCA➢ONS.
15. ADDITIONAL EROSION AND SE�IMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR.
EXISTING LEGEND
@ AIR CONDITIONER � SIGN
� BEEHIVE WLET pOO� SANITARY MANHOLE
� BUSH J ` STUMP
OO CLEAN OUT 0 TELEPHONE HAN�HOLE
� CURB INLET � TELEPHONE MARKER SIGN
Q DRAINAGE MANHOLE � TELEPHONE PEDESTAL
� DOWN SPOUT � TRANSFORMER
m ELECTRIC METER BOX � TREE
]E( ELECTRIC CRO55 BOx � wELL
� RRE HYDRANT � VyqTER VAWE
( GROUND LIGHT
� GAS MEiER ohe
� GUY WIRE f90
� WLET `�
Q LID
�i LIGHT POLE lr
� PINE ci�
POST �^�P
b POWER POLE P�P
V SPRMKLER CONTROL
VAWE
BENCHMARK DATA
('88 datum)
B�A 039
BRONZE �ISK SETIN THE TOP OF THE NE CORNER OF H
CONC. 5'MTCH BASE: 8 MCHES BELOW iHE LEVEL OF hIE
RAILROA� TRACKS; 2 VAR�S EAST OF 1HE EAST RAIL; ]
RAILS SOUTH OF 111TH STREET: 10 RAILS NORTH OF THE
CROSSING OF iHE INDIANA RAILROAD; 11.5 RAILS NORTH
OF MILE POST 8 1]0; 2 MILES SOUTH OF THE STATON
ALONG THE RAILROAD.
STAMPED "Y 42 1934".
ELEV = 838.62
A51 16M 20
CHISELED "%" ON NORiHEAST BOLT FIRE HIDRANT; 220'
WEST OF � FRONTAGE ROAD TO US 31 AND 260' SOUTH
OF � ENTRANCE TO MIDNEST FERTLITY SPEqALI5T5.
FLFV = 86J.66
A51 lBM 85
dAG SPIKE E. SIDE UTUTY POLE qHMI B9]5: t60' EAST
OF US 31 EAST SHOUL�ER EXIT RAMP NEAR SW CORNER
OF PROPERTY.
ELEV = 858.69
GEOIECHNICAL & ENVIRONMENTAL NOIE:
1. CONTRACTOR SHALL REFER TO THE GEOiECHNICAL
ENGWEERING REPORT FOR INFORMATION ABOl1T SOIL
CONDIiIONS.
2. CONTRACTIXt SHALL REFER TO THE ENVIRONMENTAL
REPORT FOR INfORMA➢ON ON ENVIRONMENTAL FINDINGS
ON THE SIIE.
GENERAL NOTES�
1. CONTRACTOR SHALL PROTECT AND NOT DESTROV THE
PROPERTY CORNER MONUMENTS DURING CONSTRUC➢ON.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPiH OF
EXISTING UTILITES PRIOR TO COMMENCING ANY
CONSTRUCTION. CONTACT ENGMEER IF VARIATION E%ISTS.
�Au��
717 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
� ■
OFMEPICpN
■ STRUCTUREPOINT
iNc_
�
]360 SM1atlelantl S�d�ion II^tliandpolis,lntliana 66356
TEL 3b.501.55801 FAX Jb.5d3.02i0
wwwsVu[turepointcom
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 allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��_
DATE: 08�24�20
unurr
SANITARY SEWER
STORM SEWER
UTILITY CONTACTS
COMPANY CONTNCT
VECiREN
TRICO
CITY OF CARMEL
PHONE N0.
1RENT GADSEY (31]) 896-6J11
JOAME CLARK (31]) ]�6-5532
RYAN HARiMAN (31)) 844-920�
JEREMV KASHMAN (J1]) SJ1-2441
s�veN KRees (ai�) szs-az�s
JOHN IXIFFY (31]1 SJ1-2443
mE Locanous oF nu Ex�snNc uNoeRceouNo ununEs SHowN
qV 1HIS PL1N ARE BASED I1PON ABOVE GROIIN� ENDPlCE
(induCing, Eut nol IimileE to, manholes, inbts, valves, anE marks
maEe upon the grounE by others) AND ARE SPECULAIIVE IN
NANRE 1HERE MAY AL50 BE OiHER EXISIING UNDERGROUND
U➢LITIES FOR RHICH hiERE IS NO ABOVE GROUND ENDENCE OR
fIXt WHICH NO ABOVE GRWND ENDENCE WAS OBSER�ED. TIE
EXACT LOCAilONS OP SAIO E%IS11NG UNOERGRWND U1ILITES
SHALL BE VERIFIFD BY iHE CONiRACTOR PRIOR TO ANY AND ALL
CqJ51RUCTON.
CALL TOLL FREE
'811" OR 1-800-382-5544
- INDIANA UNDERGROUND -
GENERALNOTES
C��2