HomeMy WebLinkAboutCarmel Elementary Sanitary Sewer Construction Plan4TH
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STOPBUSONLYDRIVE TO BE CONSTRUCTED BY OTHERS WALK TO BE CONSTRUCTED BY OTHERSPROPOSED BMP & ACCESS EASEMENT
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LEXINGTON BLVDLEXINGTON BLVDPROPOSED BMP &
ACCESS EASEMENT
SOILS MAP
FLOOD ZONE STATEMENT
ALL OF THE PARCEL DESCRIBED HEREIN DOES NOT LIE WITHIN THAT SPECIAL
FLOOD ZONE "A", BUT LIES WITHIN FLOOD ZONE "X". AS SAID PARCEL PLOTS ON
COMMUNITY PANEL NUMBER 18057C0226G (DATED NOVEMBER 19, 2014) OF
THE FLOOD INSURANCE RATE MAPS FOR THE TOWN OF FISHERS, INDIANA, THE
ACCURACY OF THIS FLOOD HAZARD STATEMENT IS SUBJECT TO MAP SCALE
UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION
ON THE REFERENCED FLOOD INSURANCE RATE MAP.
S
Project Site
LOCATION MAP
SITE BM #1
SET ON THE NORTH BONNET BOLT OF A FIRE HYDRANT ON THE NORTH SIDE OF
THE EXISTING CARMEL ELEMENTARY SCHOOL. APPROXIMATELY 177 FEET
SOUTH AND196 FEET WEST OF THE NORTHEAST CORNER OF THE SURVEYED
REAL ESTATE.
ELEV. 857.58 (NAVD 88)
SITE BM #2
SET ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT ON THE SOUTH SIDE OF
THE EXISTING CARMEL ELEMENTARY SCHOOL. APPROXIMATELY 515 FEET
SOUTH AND 158 FEET EAST OF THE NORTHWEST CORNER OF THE SURVEYED
REAL ESTATE.
ELEV. 858.13 (NAVD 88)
BENCHMARKS
Br
CrA
PROJECT SOIL SURVEY
Brookston silty clay loam, 0 to 2 percent slopes
Crosby silt loam, fine-loamy subsoil, 0 to 2 percent slopes
SANITARY SEWER
CONSTRUCTION PLAN
CARMEL ELEMENTARY
101 4TH AVE. CARMEL, IN
REVISIONS
MARK DESCRIPTION
Project Information:
Project Title: CARMEL Elementary
Address: 101 4th Ave SE
City/Town: Carmel
County: Hamilton
Civil Township: Clay
Quarter: SE
Section: 30
Township: 18N
Range: 4E
Latitude: 86° 07' 17" W
Longitude: 39° 58' 29" N
Project Description: Sanitary sewer portion ONLY
for New Elementary School with parking spaces,
bus loading / unloading area, playgrounds and
baseball fields. Storm Water utilities needed for
operation of the development are also included
with this project.
SHEET INDEX
No. DESCRIPTION
1 COVER SHEET
2 SANITARY SEWER CONSTRUCTION PLAN
3 SANITARY SEWER PLAN & PROFILE
4 SANITARY SEWER DETAILS
PROJECT DATA
Project No: 18094CARMELELEMENTARYPERMIT REVIEW SETDRAWN BYSLOISSUE DATE03/27/20CHECKED BYPMNSANITARY SEWER CONSTRUCTIONPLANSFORPROJECT MAP
SCALE: 1"=100'
VICINITY MAP
S
Project Site
Miami silt loam, 2 to 6 percent slopes, erodedMmB2
UTILITY CONTACT LIST
URBAN FORESTRY - DOCS
NAME: DAREN MINDHAM
ADDRESS: 1 CIVIC SQ., 1ST FLR, CARMEL, IN 46032 (BUILDING / CODE)
EMAIL: DMINDHAM@CARMEL.IN.GOV
PHONE: (317) 571-2444
CARMEL STREET DEPT.
NAME: DAVE HUFFMAN
ADDRESS: 3400 W. 131ST ST., CARMEL, IN 46074
EMAIL: DHUFFMAN@CARMEL.IN.GOV
PHONE: (317) 733-2001
HAMILTON COUNTY SURVEYOR'S OFFICE
NAME: JERRY LISTON
ADDRESS: 1 HAMILTON CO. SQ., SUITE 188 NOBLESVILLE, IN 46060
EMAIL: JERRY.LISTON@HAMILTONCOUNTY.IN.GOV
PHONE: (317) 776-8495
CARMEL ENGINEERING DEPT.
NAME: ALEX JORDAN & JOHN THOMAS
ADDRESS: 1 CIVIC SQ., 1ST FLR, CARMEL, IN 46032
EMAIL: AJORDAN@CARMEL.IN.GOV
JTHOMAS@CARMEL.IN.GOV
CARMEL BUILDING & CODE SERVICES DEPT. - DOCS
NAME: BILL HOHLT, JIM BLANCHARD & MIKE SHEEKS
ADDRESS: 1 CIVIC SQ., 1ST FLR, CARMEL, IN 46032
EMAIL:WHOHLT@CARMEL.IN.GOV
JBLANCHARD@CARMEL.IN.GOV
MSHEEKS@CARMEL.IN.GOV
PHONE: (317) 571-2444
CARMEL CITY UTILITIES DEPT.
NAME: JOHN DUFFY, JOE FAUCETT & JASON STEWART
ADDRESS: 30 W. MAIN ST., SUITE 220, CARMEL, IN 46032
EMAIL: JDUFFY@CARMEL.IN.GOV
JFAUCETT@CARMEL.IN.GOV
JJSTEWART@CARMEL.IN.GOV
PHONE: (317) 571-2443
METRONET
NAME: CHRISTOPHER BLUTO
ADDRESS: 750 LIBERTY DRIVE, WESTFIELD, IN 46074
EMAIL: CHRISTOPHER.BLUTO@METRONETINC.COM
PHONE: (317) 763-1404
CARMEL INFORMATION SYSTEMS DEPT.
NAME: TERRY KRUESKAMP
ADDRESS: 3 CIVIC SQ., CARMEL, IN 46032
EMAIL: TKRUESKAMP@CARMEL.IN.GOV
PHONE: (317) 571-2565
HAMILTON COUNTY HEALTH DEPT.
NAME: JASON LEMASTER
ADDRESS: 18030 FOUNDATION DRIVE, SUITE A, NOBLESVILLE, IN 46060
EMAIL: JASON.LEMASTER@HAMILTONCOUNTY.IN.GOV
HEALTH@HAMILTONCOUNTY.IN.GOV
PHONE: (317) 776-8500
DUKE ENERGY COMMERCIAL & SMALLER RESIDENTIAL PROJECTS,
(RESIDENTIAL SUBDIVISIONS)
NAME: MATTHEW DAYHUFF, (JESSICA HERRINGTON)
ADDRESS: 16475 SOUTHPARK DR., WESTFIELD, IN 46074,
100 SOUTH MILL CREEK RD., NOBLESVILLE, IN 46062
EMAIL: MATTHEW.DAYHUFF@DUKE-ENERGY.COM
JESSICA.HERRINGTON@DUKE-ENERGY.COM
PHONE: (317) 896-6704
(317) 776-5365
VECTREN ENERGY - CENTERPOINT
NAME: CHAD MILLER
ADDRESS: 16000 ALLISONVILLE RD., NOBLESVILLE, IN 46060
EMAIL: CHAD.R.MILLER@CENTERPOINTENERGY.COM
PHONE: (317) 776-5590
CARMEL / CLAY SCHOOLS
NAME: RON FARRAND
ADDRESS: 5185 E. MAIN ST., CARMEL, IN 46033
EMAIL: RFARRAND@CCS.K12.IN.US
PHONE: (317) 815-3962
CARMEL AT&T ENGINEER
NAME: BRIAN WENTE
ADDRESS: 240 N. MERIDIAN ST., INDIANAPOLIS, IN 46204
EMAIL: BW1917@ATT.COM
PHONE: (317) 610-5440
(317) 525-4894
DATE: 03/27/20
DATE
05/27/20
OHUOHU OHU OHUOHUOHU OHUOHUOHU OHU OHU OHUOHUOHUOHU OHU OHUOHU OHU OHU OHU OHUOHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUE
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NGH.Pt.
15' ELEC ESMT
199' OF 8" PVC SDR 26
@1.97%854853FUTURE
IMPROVEMENTS (TYP.)855855854CAP & MARK
FOR EXTENSION
156' OF 8" PVC SDR 26
@0.50%
TERMINATE EXISTING
MANHOLE (SEE SHEET 3)
B
RIM=852.85
170' OF 1 5" Reinforced Concrete P
i
p
e
@0.16%
70' OF 15" Reinforced Co ncrete Pipe
@0.16 %
400' OF 15" Reinforced Concrete Pipe
@0.13%
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSSANITARY SEWERDrawing Title:
03-27-20 SO MK
18094
Rev. #Revision
Description
Issue
DateCONSTRUCTION PLAN2
SANITARY
SEWER
CONSTRUCTION
PLAN
SCALE: 1" = 30'
THE IMPROVEMENTS RELATED TO THE 15-INCH SANITARY MAIN SHALL BE PHASED
AS FOLLOWS:
1. SANITARY MANHOLE A SHALL BE INSTALLED. THIS IS DOGHOUSE MANHOLE
WITH TWO DROP CONNECTIONS.
2. SANITARY MANHOLE C SHALL BE INSTALLED.
3. THE CONNECTION FROM SANITARY MANHOLE A TO SANITARY MANHOLE B
SHALL BE INSTALLED.
4. SANITARY MANHOLE B SHALL BE INSTALLED AND FLOW FROM THE EXISTING
CARMEL ELEMENTARY SCHOOL BUILDING SHALL BE REDIRECTED TO THE NEW
CONNECTION.
5. THE EXISTING SANITARY MANHOLE AND SERVICE SHALL BE REMOVED
COMPLETELY. WHERE REMOVAL OF THE EXISTING SANITARY MANHOLE IS
SPECIFIED ATOP THE 15-INCH MAIN AT THE EDGE OF THE BUILDING ENVELOPE, THE
CONTRACTOR SHALL COMPLETELY REMOVE THE MANHOLE AND RECONNECT TO
THE UPSTREAM AND DOWNSTREAM END OF THE 15” RCP SANITARY MAIN USING 15"
RCP WITH FITTINGS AS SPECIFIED BY CARMEL UTILITIES.
PRIOR TO ANY SANITARY CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A
PRECONSTRUCTION MEETING WITH CARMEL UTILITIES. CONTACT JOHN DUFFY
(317-571-2451 | JDUFFY@CARMEL.IN.GOV) TO COORDINATE THIS MEETING.
SANITARY PHASING NOTES
05/27/20
OHU OHUOHUOHU OHUOHU OHU OHUOHU OHUH.Pt.854 853855855854CAP & MARK
FOR EXTENSION
156' OF 8" PVC SDR 26
@0.50%
TERMINATE EXISTING
MANHOLE (SEE SHEET 3)
162' OF 15" Reinforced Concrete Pipe
@0.13%
400' OF 1 5" Reinforced Concrete Pipe
@0.13%
1 70' OF 1 5" Reinforced Con crete Pipe
@0.16%
70' OF 15 " Rein forced Concrete Pipe
@0.16 %STR. #EX MH 2 MH 4' DIA.;R-1772TC: 848.59 162' 0.13% 15" REINFORCED CONCRETE PIPESTR. #MH C MH 4' DIA.;R-1772TC: 854.70 400' 0.13% 15" REINFORCED CONCRETE PIPESTR. #EX MH 1A (TBR) MH 4' DIA.;R-1772TC: 852.78 170' 0.16% 15" REINFORCED CONCRETE PIPESTR. #EX MH 1 MH 4' DIA.;R-1772TC: 850.12 70' 0.16% 15" REINFORCED CONCRETE PIPE
STR. #MH A MH 4' DIA.;R-1772TC: 854.50Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSSANITARY SEWERDrawing Title:
03-27-20 SO MK
18094
Rev. #Revision
Description
Issue
DateCONSTRUCTION PLAN3
SANITARY
SEWER
PLAN & PROFILE
GENERAL NOTES
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION
TO CONFORM TO APPLICABLE LOCAL AND STATE
STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING
TREES.
SCALE: 1" = 30'
SANITARY SEWER PLAN
SCALE: HORZ.: 1"=30'
VERT.: 1"=3'
LEGEND
Existing Grade New Grade Granular Backfill
SAN STRC EX MH1 - MH2
FUTURE PROPOSED GRADE PER
NEW CARMEL ELEMENTARY
SCHOOL PLANS
05/27/20
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSSANITARY SEWERDrawing Title:
03-27-20 SO MK
18094
Rev. #Revision
Description
Issue
DateCONSTRUCTION PLAN4
SCALE: NONE
SANITARY SEWER
STANDARD MANHOLE BENCHES
BENCH SLOPE = 1/2" PER FOOTASE
REW
L
NEENAH R-1077-A COVER
(E.J.I.W. EQUIVELENT - 1051-3)
NEENAH R-1712-B-SP FRAME
EQUAL PER SECTION 5.04(G)
RA
EM
A TC.= ELEV.
MACHINED BEARING SURFACE
2" LETTERS, RECESSED,
FLUSH WITH SURFACE
W/ SELF-SEALING APPLICATION OR
SCALE: NONE(MARION COUNTY)
YRATNASI
2 CONCEALED
APPROVED EQUAL
(N9204-A OR CITY
PICKHOLES @ 180°
YT
CFO
6"1 3/4""SELF-SEALING"
APPLICATION
7" or 9"IC
1"SANITARY SEWER MANHOLE FRAME AND COVER
TC.= TOP OF CASTING ELEVATION
SECTION "A-A"
OF RING SECTION IN USE)
( DEPENDENT UPON O.D.
34" or 36"
26"
21"
22 3/4"
3 SCALE: NONE(MARION COUNTY)
FLAT TOP MANHOLES
1
SCALE: NONE(MARION COUNTY)
TYPE 1 & 2 MANHOLES2
SANITARY
SEWER DETAILS
SCALE: NONE(MARION COUNTY)
QUALITY ASSURANCE
(MARION COUNTY)
QUALITY ASSURANCE
SCALE: NONE(MARION COUNTY)
SEWER MATERIAL SPECIFICATIONS6
SCALE: NONE(MARION COUNTY)
SEWER MATERIAL SPECIFICATIONS7
8 9
4
SCALE: NONE(MARION COUNTY)
TRENCH DETAIL & TRENCH SCHEDULE10
SCALE: NONE(MARION COUNTY)
LIMITS OF SPECIAL BACKFILL
SCALE: NONE(MARION COUNTY)
TRENCH DETAIL & TRENCH SCHEDULE
16
5
SCALE: NONE(MARION COUNTY)
DOGHOUSE MANHOLE11 SCALE: NONE(MARION COUNTY)
ADJUSTABLE RING12
SCALE: NONE (MARION COUNTY)
BENCHWALL TYPICAL DETAIL 14
SCALE: NONE(MARION COUNTY)
NEW CORE DETAIL15
SCALE: NONE(MARION COUNTY)
MANHOLE WITH OUTSIDE DROP13
FLOW
CI PP LINER
~ 0.33" THICK
SAWCUT 15" RCP
& REMOVE PIPE &
MANHOLE
EXISTING MH BASE
TERMINATION OF
EXISTING MANHOLE
NO. 8 STONE BEDDOMG
& 12" OVER PIPE
COUPLING PER
CARMEL UTILITIES:
FERNCO
1004-1515 RC
PH: 810-653-9626
NEW 15" RCP
CLASS IV
CITY TO LINE
THE NEW PIPE
SCALE: NONE
TERMINATION OF EXISTING MANHOLE17
05/27/20