16-ENG-37 - Water Main PlansA/CA/CA/CA/C MONLDLDLDLDLDLDLD EM EM EM EME GM PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST MAG MAG MON MON MON MON MON MON MON MON MON MONWWWWWWWWWWWWWWWW PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST RB-0 RB-0TTTT H H H H H H H H H H H CC-TRC WV WV MON MB WV PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPSTFFE PPST CC-TRT H WVC WV HT H EM WV RB-0 MAG RB-0PZZZPZZZPZZZ H H H(1-sty brick 18.1' tall)
(gas pumps)
(gas pumps)
(gas pumps)
(gate)
(brick Walgreens)(block car wash)(1-sty block gas station)12" rcp4" pvc42" rcp42" rcp12" rcp12" rcp12" rcp12" rcp12" rcp8" pvc8" pvc8" pvc30" rcp12" rcp6" pvc30" rcp12" rcp8" pvc21" rcp12" rcp12" cpp12" cmp21" rcp12" cpp12" cpp12" cpp12" rcp12" rcp12" rcp12" rcp12" rcp42" rcp21" rcp6" vcp2" pvc6" pvc8" vcp8" pvc8" vcp8" vcp12" vcp12" vcp12" rcp18" rcp42" rcp12" rcp42" rcp12" rcp12" rcp12" rcp12" rcp12" cpp12" rcpT PPST(2-sty stone)
conc. conc. conc. conc. conc. conc.
conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc.
conc.
conc.
conc.
conc. conc. conc. conc. conc. conc.
conc.
conc.
conc.
grass
grass
grass
grass
grass
grass
grass
grassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrass
grass grassgrassgrassgrassgrass
grass
grass
grass
grassgrassgrass
woodswoods
asphalt
asphalt
asphalt
asphalt
asphalt
asphaltasphaltasphalt
asphalt
asphalt
asphalt asphaltasphaltasphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
riprap
riprap planterplanterplanter
planter
planter
planterplanterplanterplanter
planter
planterplanterplanterplanter
planterplanterplanterplanterplanterplanter
planter
planter
planter conc.bushes 42" rcp48" rcp3" pvc - forcemain3" pvc - forcemain3" pvc - forcemain3" pvc - forcemain WV17+0018+00
19+00
20+00
21+00
22+00
23+00
24+00RANGELINE RD.116TH ST.RANGELINE RD.Line "PR-RL1"Temp. R/WApp. Exist. R/WR/WR/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WR
/WR/WR/WApp. Exist. R/WApp. Exist. R/WCORNER ASSOCIATESLPCORNER ASSOCIATESLPKRG CENTRE LLCS MART REAL ESTATEINCSPEEDWAY LLCVCA REAL PROPERTYACQUISITIONCORPORATIONKRG CENTRE LLCINSTALL NEWHYDRANT ASSEMBLYRETIRE HYDRANT ASSEMBLYAND VALVE295 LFT OF 12"HDPE SDR11 VIA HDDRETIRE VALVERETIRE HYDRANT ASSEMBLYAND VALVE45° MJ BENDADJUST VALVE TO GRADEMJ HARVEY ADAPTERWATER STOP12"x12" MJ TEE(2) GATE VALVES11 LFT OF12" DI12"x12" MJ TEE(2) GATE VALVESMJ HARVEY ADAPTERWATER STOP243 LFT OF 12"HDPE SDR11 VIA HDDMJ HARVEY ADAPTERWATER STOP45° MJ BEND14 LFT OF12" DI12" CONNECTION45° MJ BENDMJ HARVEY ADAPTERWATER STOP425 LFT OF 12"HDPE SDR11 VIA HDDINSTALL NEWHYDRANT ASSEMBLYApp. Exist. R/WRETIRE HYDRANT ASSEMBLYAND VALVE6" ELECTRO FUSION SADDLE6" GATE VALVE31 LFT OF12" DI(2) 45° MJ BENDsHARVEY ADAPTERWATER STOP100 LFT OF 12"HDPE SDR11 VIA HDD6" ELECTRO FUSION SADDLE6" GATE VALVEINSTALL NEWHYDRANT ASSEMBLY50 LFT OF6" RESTRAINED JOINT DIRETIRE VALVEPLUG AT TEEADJUST VALVE TO GRADE12" CONNECTION12"x12" TAPPING SADDLE12" TAP VALVE59 LFT OF12" DI45° MJ BENDD.B.16-ENG-37.RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELD.B.J.C.B.D.B...VERTICAL SCALE129N/A1"=30'DIRECTORY PATH : R:\Active\Carmel Utilities\Carmel Bond Projects\Rangeline & 116th\CAD\116th Rangeline DesignFILENAME: Waterplans.dwgDATE/USER : 5/12/2021 4:48 PM / Cbennett
WPONTEE.SINTE
ETR
INEN
G
EE
R
ANDNILONAOEFISSIASTATE OF19700381RGEDERRTPR
CROSSROAD ENGINEERS, P.C.WATER PLANSLINE "PR-RL1"NOTES:1)SURVEY INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE SURVEY, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.2)ROAD PLAN INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.3) UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1). THE CONTRACTOR SHALL EXPOSE AND VERIFYALL WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION, AND REPORTANY DISCREPANCIES TO THE WATER MAIN DESIGNER.4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCEWITH INDOT, CEG, OR CWU STANDARDS AND SPECIFICATIONS.5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITHROAD PROJECT IMPROVEMENTS.PROPOSED LEGENDPROPOSED WATER MAINCOMPLETE HYDRANT ASSEMBLYSHORT SIDE SERVICEGATE VALVETEEMJ PLUGMJ CAPTHRUST BLOCKSS11.25° MJ BEND22.5° MJ BEND45° MJ BENDNOTES1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALLCONNECTION & DISCONNECT LOCATIONS.2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHEDGRADE.3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BYC.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING ANDPROPOSED STRUCTURES, PIPES AND UTILITIES.4. CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED STORM SEWER & UTILITIES FOR DEPTH& ALIGNMENT OF PROPOSED WATER MAIN.5. BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWN SO THE WATER MAIN CAN BE INSTALLEDWITH 18 INCHES OF SEPARATION FROM THE PROPOSED STORM PIPE CROSSINGS.MJ REDUCERMATCH LINE -24+50 "PR-RL1"93
LDLD H H H H PPST PPST MON MON MON PPST PPST PPSTT H H CC-TRC WM WV WV WV WV WV RB-0PZZZPZZZPZZZPZZZ H H(brick CVS)
(Autozone) MON H PPST PPSTT WV PPST PPST PPST PPSTLD HC WVTCPZZZPZZZ24" rcp12" pvc to 12" cpp(verified)12" vcp6" steel12" vcp30" rcp12" rcp12" rcp8" cpp24" cpp12" rcp12" cpp12" rcp12" rcp12" rcp8" cpp12" rcp36" rcp12" rcp36" rcp36" rcp12" rcp36"
rcp36" rcp12" rcp12" rcp18" cpp12" rcp12" rcp36" rcp12" rcp12" rcp12" rcp4" cpp MON MON MON PPST MON MON PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST(2-sty brick) conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc.
conc.
grassgrass
grassgrassgrass
grass
grass
grassgrass
grass
grassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrass
stone
asphaltasphaltasphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphaltasphalt
riprap
planter
planter
planter
planter
planter
planter
planterplanterplanterplanterplanterplanterplanterplanterplanterplanter
planter
planterplanter(TBM#52)
planterbrick brick30" rcp30" rcp836.0848344BRK
25+0026+00
27+00
28+00
29+00
30+00
31+00
32+00RANGELINE RD.MEDICAL DR.RANGELINE RD.Line "PR-RL1"Temp. R/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WR/WR/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/W
App. Exist. R/WKRG CENTRE LLCAUTOZONE INCKRG CENTRE LLCBARNES INVESTMENTII COBARNES INVESTMENTII COD & W HOLDINGS LLCEMMERT, PATRICIA RREVOCABLE LIVINGTRUST W/LE TOPATRICIA R EMMERTBFS RETAIL &COMMERCIALOPERATIONS LLCKRG CENTRE LLCW425 LFT OF 12"HDPE SDR11 VIA HDDNEW 1" SERVICE LINE FORRELOCATED METER PITRETIRE METER PITRETIRE VALVERETIRE HYDRANT ASSEMBLYAND VALVE12"x12" MJ TEE(3) GATE VALVES(3) HARVEY ADAPTERS(3) WATER STOPS174 LFT OF 12"HDPE SDR11 VIA HDDHARVEY ADAPTORWATER STOP45° MJ BEND19 LFT OF 12" DI12" CONNECTION45° MJ BEND414 LFT OF 12"HDPE SDR11 VIA HDDRETIRE HYDRANT ASSEMBLYAND VALVE12"x6" MJ TEE6" GATE VALVE45° MJ BEND12" GATE VALVE12"x6" MJ REDUCERINSTALL FIREHYDRANT ASSEMBLY18 LFT OF 6" DI45° MJ BENDHARVEY ADAPTERWATER STOP6" CONNECTIONRETIRE VALVE6" ELECTRO FUSION SADDLE6" GATE VALVEINSTALL HYDRANT ASSEMBLYD.B.16-ENG-37.RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELD.B.J.C.B.D.B...VERTICAL SCALE129N/A1"=30'DIRECTORY PATH : R:\Active\Carmel Utilities\Carmel Bond Projects\Rangeline & 116th\CAD\116th Rangeline DesignFILENAME: Waterplans.dwgDATE/USER : 5/12/2021 4:18 PM / Cbennett
WPONTEE.SINTE
ETR
INEN
G
EE
R
ANDNILONAOEFISSIASTATE OF19700381RGEDERRTPR
CROSSROAD ENGINEERS, P.C.WATER PLANSLINE "PR-RL1"NOTES:1)SURVEY INFORMATION WAS PROVIDED BY STRUCTURE POINT . CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE SURVEY, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.2)ROAD PLAN INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.3) UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1). THE CONTRACTOR SHALL EXPOSE AND VERIFYALL WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION, AND REPORTANY DISCREPANCIES TO THE WATER MAIN DESIGNER.4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCEWITH INDOT, CEG, OR CWU STANDARDS AND SPECIFICATIONS.5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITHROAD PROJECT IMPROVEMENTS.PROPOSED LEGENDPROPOSED WATER MAINCOMPLETE HYDRANT ASSEMBLYSHORT SIDE SERVICEGATE VALVETEEMJ PLUGMJ CAPTHRUST BLOCKSS11.25° MJ BEND22.5° MJ BEND45° MJ BENDNOTES1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALLCONNECTION & DISCONNECT LOCATIONS.2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHEDGRADE.3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BYC.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING ANDPROPOSED STRUCTURES, PIPES AND UTILITIES.4. CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED STORM SEWER & UTILITIES FOR DEPTH& ALIGNMENT OF PROPOSED WATER MAIN.5. BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWN SO THE WATER MAIN CAN BE INSTALLEDWITH 18 INCHES OF SEPARATION FROM THE PROPOSED STORM PIPE CROSSINGS.MJ REDUCERMATCH LINE -24+50 "PR-RL1"94
A/CA/CA/CA/C MONLDLDLDLDLD EM EM EM EME GM PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST MAG MAG MAG MON MON MON MON MON MONWWWWWWWWWWWWWW PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST RB-0TTT H H H H H H H H H CC-TRC WV WV WV WV WV PPST PPST PPST PPST PPST PPSTFFE PPST CC-TRT H WVC WV HT H MON EMFFE PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPST PPSTTT EM MON PPST PPST PPST PPST PPST PPST PPST RB-0 MAG MAGPZZZ H H H(flowers)(1-sty brick 18.1' tall)(gas pumps)(gas pumps)(gate)(block car wash)(1-sty block gas station)12" rcp4" pvc42" rcp
12" rcp12" rcp12" cpp12" rcp 12" rcp12" rcp
12" rcp
8" pvc8" pvc8" pvc30" rcp
12
"
r
c
p
12" cpp 12" cpp12" cpp12" rcp
12" rcp 12" rcp12" rcp12" rcp
12" rcp
12" rcp
42" rcp12" rcp21" rcp6" vcp2" pvc
6"
p
v
c
8" vcp
4" pvc8" pvc 3" pvc6" pvc8" vcp 8" vcp
12" rcp18" rcp42" rcp12" rcp42" rcpT conc. conc. conc. conc. conc. conc. conc. conc. conc.
conc. conc. conc. conc. conc.
conc. conc. conc. conc.
c
o
n
c
. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc.grassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrassgrass
grass
grass
grass
grass
grassgrassgrassgrassgrassgrassgrassgrassgrassgrassstoneasphaltasphalt asphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphalt riprapplanterplanter planterplanter
planterplanterplanterplanterplanterplanterplanter(TBM#50) conc.mulchriprap48" rcp3" pvc - forcemain3" pvc - forcemain WV116TH ST.Line "PR-RL1"Temp. R/W App. Exist. R/WR/W
R/WTemp. R/WTemp. R/W
Temp. R/
W
Temp. R/WR/WR/W
App. Exist. R/WCORNER ASSOCIATESLPKRG CENTRE LLCS MART REAL ESTATEINCSPEEDWAY LLCWOODLAND SHOPPESA PARTNERSHIPLAZEROV I S &FRANCESCOYOTE ENTERPRISESLLCLA MOUCHE LLCBROWN, CHARLES M &KAREN C TEKRG CENTRE LLCFAIRGREEN TRACEHOMEOWNERSASSOCIATION INCCORNER ASSOCIATESLPCARMEL CLAY PARKSBUILDINGCORPORATION16+0017+0018+00
19+00
20+00
21+00
22+00
23+00
24+00Line "PR-S1A"RANGELINE RD.116TH ST.295 LFT OF 12"HDPE SDR11 VIA HDDRETIRE VALVERETIRE HYDRANT ASSEMBLYAND VALVE45° MJ BENDADJUST VALVE TO GRADEMJ HARVEY ADAPTERWATER STOP12"x12" MJ TEE(2) GATE VALVES11 LFT OF12" DI12"x12" MJ TEE(2) GATE VALVESMJ HARVEY ADAPTERWATER STOP243 LFT OF 12"HDPE SDR11 VIA HDDMJ HARVEY ADAPTERWATER STOP45° MJ BEND14 LFT OF12" DI12" CONNECTION45° MJ BENDMJ HARVEY ADAPTERWATER STOP100 LFT OF 12"HDPE SDR11 VIA HDD6" ELECTRO FUSION SADDLE6" GATE VALVEINSTALL NEWHYDRANT ASSEMBLY50 LFT OF6" RESTRAINED JOINT DIRETIRE VALVEPLUG AT TEEADJUST VALVE TO GRADE12" CONNECTIONADJUST VALVES TO GRADERETIRE FIRE HYDRANTINSTALL NEWHYDRANT ASSEMBLY59 LFT OF12" DI45° MJ BENDD.B.16-ENG-37.RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELD.B.J.C.B.D.B...VERTICAL SCALE129N/A1"=30'DIRECTORY PATH : R:\Active\Carmel Utilities\Carmel Bond Projects\Rangeline & 116th\CAD\116th Rangeline DesignFILENAME: Waterplans2.dwgDATE/USER : 5/12/2021 4:48 PM / Cbennett
WPONTEE.SINTE
ETR
INEN
G
EE
R
ANDNILONAOEFISSIASTATE OF19700381RGEDERRTPR
CROSSROAD ENGINEERS, P.C.WATER PLANSLINE "PR-S1A"PROPOSED LEGENDPROPOSED WATER MAINCOMPLETE HYDRANT ASSEMBLYSHORT SIDE SERVICEGATE VALVETEEMJ PLUGMJ CAPTHRUST BLOCKSS11.25° MJ BEND22.5° MJ BEND45° MJ BENDNOTES1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALLCONNECTION & DISCONNECT LOCATIONS.2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHEDGRADE.3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BYC.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING ANDPROPOSED STRUCTURES, PIPES AND UTILITIES.4. CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED STORM SEWER & UTILITIES FOR DEPTH& ALIGNMENT OF PROPOSED WATER MAIN.5. BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWN SO THE WATER MAIN CAN BE INSTALLEDWITH 18 INCHES OF SEPARATION FROM THE PROPOSED STORM PIPE CROSSINGS.MJ REDUCER95NOTES:1)SURVEY INFORMATION WAS PROVIDED BY STRUCTURE POINT . CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE SURVEY, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.2)ROAD PLAN INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.3) UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1). THE CONTRACTOR SHALL EXPOSE AND VERIFYALL WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION, AND REPORTANY DISCREPANCIES TO THE WATER MAIN DESIGNER.4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCEWITH INDOT, CEG, OR CWU STANDARDS AND SPECIFICATIONS.5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITHROAD PROJECT IMPROVEMENTS.