HomeMy WebLinkAboutIslamic Life Center Full SetCONTACT INFORMATION
OWNER: AL SALAM FOUNDATION INC.
ASHHAR MADNI
9551 VALPARAISO CT.
INDIANAPOLIS, IN 46268
(317) 324-8202
ISLAMICLIFECENTER@GMAIL.COM
ARCHITECT: MCCOY ARCHITECTS LLC
CHRISTOPHER MCCOY
524 EAST HIGH STREET
LEXINGTON, KY 40502
(859) 233-1884
CIVIL ENGINEER: THE VERIDUS GROUP
TIMOTHY JENSEN, P.E.
6280 N. SHADELAND AVE., SUITE A
INDIANAPOLIS, IN 46220
(317) 598-6647
TJENSEN@THEVERIDUSGROUP.COM
CONTRACTOR: TBD
LAND DESCRIPTION
SEE C100 EXISTING TOPOGRAPHY
SITE DETAILS
ZONING DISTRICT
ISLAMIC LIFE CENTER
UTILITY STATEMENT
The underground utilities shown have been located from field survey information
and existing drawings. The surveyor makes no guarantees that the underground
utilities comprise all such utilities in the area, either in-service or abandoned. The
surveyor further does not warrant that the underground utilities shown are in the
exact location indicated although the surveyor does certify that they are located
as accurately as possible from information available. The surveyor has not
physically located the underground utilities.
PROJECT DESCRIPTION
PROPOSED BUILDING WITH ASSOCIATED PARKING, GRADING, AND UTILITIES.
LATE SUMMER /EARLY FALL 2022 IS THE ANTICIPATED CONSTRUCTION START DATE
ZONING: S1
- FRONT YARD SETBACK 40' MIN
- SIDE YARD SETBACK 20' MIN
- REAR YARD SETBACK 15' MIN
VICINITY MAP
LOCATION MAP Project Site
Project Site
LOT SIZE
BUILDING SIZE
PERVIOUS SURFACE AREA
IMPERVIOUS SURFACE AREA
PARKING SPACES (including future)
CARMEL, INDIANA
4.67 ACRES
13,710 SQ FT
110 SPACES
117,612 SQ FT
85,813 SQ FT
UTILITY CONTACTS
UTILITY COMPANY CONTACT PHONE
SANITARY SEWER
STORM DRAINAGE
WATER SERVICE
GAS SERVICE
ELECTRIC SERVICE
TELEPHONE
COMMUNICATION
TRI-CO REGIONAL SEWER
CARMEL DPT. OF STORM WATER
DUKE ENERGY
AT&T
COMCAST
CARMEL UTILITY
VECTREN
RYAN HARTMAN
JERRY KASHMAN
JON DUFF
TBD
(317) 844-9200
ERIN SCHNEIDER
TBD
TBD
(317) 571-2441
(317) 571-2442
(800) 227-1376
(317) 261-8222
TBD
TBD
PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:23 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C001 TITLE SHEET.DWGPRINT DATE: 8/15/2214120 SHELBORNE ROAD
CARMEL, INDIANA 46074
CONSTRUCTION DOCUMENTS
C1
TITLE SHEETISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
TOTAL DISTURBED AREA 5.83 ACRES
Sheet List Table
Sheet Number Sheet Title
C1 TITLE SHEET
C2 EXISTING TOPOGRAPHY
C5 DEMOLITION PLAN SOUTH
C6 DEMOLITION PLAN CENTER
C7 DEMOLITION PLAN NORTH
C8 SITE PLAN SOUTH
C9 SITE PLAN CENTER
C10 SITE PLAN NORTH
C11 SITE DETAILS
C11.1 SITE DETAILS
C12 GRADING PLAN SOUTH
C13 GRADING PLAN CENTER
C14 GRADING PLAN NORTH
C15 UTILITY PLAN SOUTH
C16 UTILITY PLAN CENTER
C17 UTILITY PROFILES
C18 UTILITY PROFILES
C19 UTILITY PROFILES
C20 UTILITY PROFILES
C21 UTILITY TABLES
C23 EMERGENCY FLOOD ROUTING CENTER
C22 EMERGENCY FLOOD ROUTING SOUTH
C24 UTILITY DETAILS
C25 UTILITY DETAILS
C25.1 UTILITY DETAILS
C26 UTILITY DETAILS
C27 EROSION CONTROL PLAN SOUTH
C28 EROSION CONTROL PLAN CENTER
C29 EROSION CONTROL PLAN NORTH
C30 EROSION CONTROL DETAILS
C31 STORM WATER POLLUTION PROTECTION PLAN
C32 CITY OF CARMEL CONCRETE POLICY
C33 CITY OF CARMEL PAVING POLICY
C34 SANITARY SPECS
L1 LANDSCAPE PLAN
L2 LANDSCAPE PLAN
L3 LANDSCAPE DETAILS
L4 CONCEPT IRRIGATION PLAN
L5 CONCEPT IRRIGATION DETAILS
08/22/22
1 41 ST STREET SHELBORNE ROADSHELBORNE ROADTOPOGRAPHIC / BOUNDARY RETRACEMENT SURVEY
SHEET
DWN. BY:
PROJECT NUMBER
CHKD. BY:
SCALE:
DATE:
OF
PREPARED FOR:
BROWNSBURG, INDIANA 46112
23-B NORTH GREEN STREET
CENTRAL STATES CONSULTING, LLC
PHONE: 317-858-8662 FAX: 317-858-8672
PREPARED BY:
VERIDUS GROUP
6280 N SHADELAND AVE
CARMEL, INDIANA
141st STREET & SHELBORNE ROAD
INDIANAPOLIS, IN 46220
RETRACEMENT SURVEY
TOPOGRAPHIC BOUNDARY
20-043RJM
DRM
06-07-2020
1" = 30' 11
VICINITY MAP
9600013
STATE OF
No.DONA L D R.MO
S
S
ONR E G ISTERE
DINDIA N AL
A
NDSURV E Y ORSITE
VERTICAL DATUM:
LEGEND:
Donald R. Mosson
UTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. The surveyor makes no guarantees the
underground utilities comprise all such utilities in the area, either in-service
or abandoned. The surveyor further does not warrant the underground
utilities shown are in the exact location indicated, although the surveyor
does certify they are located as accurately as possible from information
available. The surveyor has not physically located the underground utilities.
C2
EXISTING
TOPOGRAPHY
FLOODPLAIN STATEMENT:
See Sheets C5-C7 for information related to floodplain data.
08/22/22
1 41 ST STREET SHELBORNE ROADA
A
±85' 9.5'B
C
D
D
D
D
D
D
D
D
D
D
E
E
E
F E
G
PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:39 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
KEYNOTES
CONCRETE CURB & GUTTER
ASPHALT TO BE REMOVED
PAVEMENT TO BE SAWCUT
TO BE REMOVED
CONCRETE TO BE REMOVED
DEMOLITION LEGEND
OBJECT TO BE PROTECTED
VEGETATION TO BE CLEARED
UTILITY TO BE REMOVED
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C5
DEMOLITION PLAN
SOUTH ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
LEGEND:
C. O.
A. LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE EXISTING
LANDSCAPE PLANT MATERIAL TO BE RELOCATED FOR SITE
DEVELOPMENT.
B. SIDEWALK SECTION TO BE REPLACED TO MATCH PROPOSED ADA
CONDITIONS.
C. FENCE TO BE REMOVED.
D. EXISTING TREES TO BE REMOVED
E. UTILITY MAY NEED SUPPORTED AND/OR ADJUSTED TO GRADE
DUE TO CONSTRUCTION. COORDINATE WITH UTILITY AS NEEDED.
F. COORDINATE RELOCATION AS NECESSARY FOR CONSTRUCTION.
G. REMOVE EXISTING SANITARY MANHOLE IN ITS ENTIRETY PER
TRICO STANDARDS AND SPECIFICATIONS. EXISTING PIPE TO
REMAIN FOR PROPOSED EXTENSION TO NEW MANHOLE.
0' 30' 60'
SCALE: 1"=30'
1. THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON
THE TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR
VISITING THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD
CONDITIONS. IF DISCREPANCIES OCCUR, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
2. THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING
STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS
NOTED TO REMAIN ON THE CONTRACT DRAWINGS.
3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS
MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND SURVEYOR OF RECORD.
4. THIS SECTION REQUIRES THE REMOVAL AND DISPOSAL, OFF SITE, OF
THE FOLLOWING:
a. SPECIFIED OBJECTS
b. VEGETATION WITHIN THE WORK AREA.
5. CONTRACTOR SHALL SUBMIT THE FOLLOWING IN ACCORDANCE WITH
CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION
SECTIONS:
a. A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND
REMOVAL WORK TO BE COMPLETED.
6. JOB CONDITIONS
a. SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO
CONTRACTOR MAY BE REMOVED FROM SITE AS WORK
PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS
THEY ARE REMOVED.
b. STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE
PERMITTED ON SITE.
c. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE
PERMITTED.
d. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL
OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED
FACILITIES.
e. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR
OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION
FROM THE LOCAL AUTHORITIES HAVING JURISDICTION.
PROVIDE ALTERNATE ROUTES AROUND CLOSED OR
OBSTRUCTED TRAFFIC WAYS, IF REQUIRE BY GOVERNING
AUTHORITIES.
f. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND
AREAS OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT
DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER
FACILITIES AND INJURY TO PERSONS.
g. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO
ADJACENT FACILITIES BY DEMOLITION OPERATIONS.
h. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN
SERVICE AND PROTECT AGAINST DAMAGE DURING
DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE
UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START
DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE
BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES.
(AS REQUIRED)
7. DEMOLITION
a. BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION
WALLS AND BELOW-GRADE CONSTRUCTION, INCLUDING
CONCRETE SLABS TO A DEPTH OF NOT LESS THAN 48 INCHES
BELOW LOWEST FOUNDATION LEVEL.
b. FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND
VOIDS RESULTING FROM DEMOLITION. BACK FILL TO BE
COMPACTED TO 90% STANDARD PROCTOR OR 98% ON NEW
STRUCTURES.
8. DISPOSAL OF DEMOLISHED MATERIALS
a. GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED
DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
b. REMOVAL: TRANSPORT MATERIALS REMOVED FROM
DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE.
9. TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND
CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE
STANDARDS.
10. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED
TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
11. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
12. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
REMOVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS
NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY
OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE
ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE
STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
13. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED
TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
FLOODPLAIN DATA
PER FEMA FLOOD INSURANCE MAP 18057C0205G, EFFECTIVE 11/19/2014
THE SITE IS LOCATED IN ZONE X. 100 YEAR FLOODPAINS, FLOODWAY
FRINGES, AND FLOODWAYS DO NOT EXISTING ON SITE. ALSO VERIFIED ON
HAMILTON COUNTY GIS.
08/22/22
SHELBORNE ROADSHELBORNA ±84.7'C
C
C
C
C
D
D
D
D
D
D
D
PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:39 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 8/8/220'
GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
KEYNOTES
CONCRETE CURB & GUTTER
ASPHALT TO BE REMOVED
PAVEMENT TO BE SAWCUT
TO BE REMOVED
CONCRETE TO BE REMOVED
DEMOLITION LEGEND
OBJECT TO BE PROTECTED
VEGETATION TO BE CLEARED
UTILITY TO BE REMOVED
30' 60'
SCALE: 1"=30'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C6
DEMOLITION PLAN
CENTER ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
LEGEND:
C. O.
A. LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE EXISTING
LANDSCAPE PLANT MATERIAL TO BE RELOCATED FOR SITE
DEVELOPMENT.
B. SIDEWALK SECTION TO BE REPLACED TO MATCH PROPOSED ADA
CONDITIONS.
C. FENCE TO BE REMOVED.
D. EXISTING TREES TO BE REMOVED
E. UTILITY MAY NEED SUPPORTED AND/OR ADJUSTED TO GRADE
DUE TO CONSTRUCTION. COORDINATE WITH UTILITY AS NEEDED.
F. COORDINATE RELOCATION AS NECESSARY FOR CONSTRUCTION.
G. REMOVE EXISTING SANITARY MANHOLE IN ITS ENTIRETY PER
TRICO STANDARDS AND SPECIFICATIONS. EXISTING PIPE TO
REMAIN FOR PROPOSED EXTENSION TO NEW MANHOLE.
1. THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON
THE TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR
VISITING THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD
CONDITIONS. IF DISCREPANCIES OCCUR, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
2. THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING
STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS
NOTED TO REMAIN ON THE CONTRACT DRAWINGS.
3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS
MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND SURVEYOR OF RECORD.
4. THIS SECTION REQUIRES THE REMOVAL AND DISPOSAL, OFF SITE, OF
THE FOLLOWING:
a. SPECIFIED OBJECTS
b. VEGETATION WITHIN THE WORK AREA.
5. CONTRACTOR SHALL SUBMIT THE FOLLOWING IN ACCORDANCE WITH
CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION
SECTIONS:
a. A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND
REMOVAL WORK TO BE COMPLETED.
6. JOB CONDITIONS
a. SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO
CONTRACTOR MAY BE REMOVED FROM SITE AS WORK
PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS
THEY ARE REMOVED.
b. STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE
PERMITTED ON SITE.
c. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE
PERMITTED.
d. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL
OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED
FACILITIES.
e. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR
OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION
FROM THE LOCAL AUTHORITIES HAVING JURISDICTION.
PROVIDE ALTERNATE ROUTES AROUND CLOSED OR
OBSTRUCTED TRAFFIC WAYS, IF REQUIRE BY GOVERNING
AUTHORITIES.
f. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND
AREAS OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT
DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER
FACILITIES AND INJURY TO PERSONS.
g. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO
ADJACENT FACILITIES BY DEMOLITION OPERATIONS.
h. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN
SERVICE AND PROTECT AGAINST DAMAGE DURING
DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE
UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START
DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE
BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES.
(AS REQUIRED)
7. DEMOLITION
a. BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION
WALLS AND BELOW-GRADE CONSTRUCTION, INCLUDING
CONCRETE SLABS TO A DEPTH OF NOT LESS THAN 48 INCHES
BELOW LOWEST FOUNDATION LEVEL.
b. FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND
VOIDS RESULTING FROM DEMOLITION. BACK FILL TO BE
COMPACTED TO 90% STANDARD PROCTOR OR 98% ON NEW
STRUCTURES.
8. DISPOSAL OF DEMOLISHED MATERIALS
a. GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED
DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
b. REMOVAL: TRANSPORT MATERIALS REMOVED FROM
DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE.
9. TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND
CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE
STANDARDS.
10. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED
TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
11. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
12. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
REMOVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS
NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY
OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE
ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE
STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
13. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED
TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
FLOODPLAIN DATA
PER FEMA FLOOD INSURANCE MAP 18057C0205G, EFFECTIVE 11/19/2014
THE SITE IS LOCATED IN ZONE X. 100 YEAR FLOODPAINS, FLOODWAY
FRINGES, AND FLOODWAYS DO NOT EXISTING ON SITE. ALSO VERIFIED ON
HAMILTON COUNTY GIS.
08/22/22
SHELBORNE ROADISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 2:39 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C5 DEMOLITION PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
KEYNOTES
CONCRETE CURB & GUTTER
ASPHALT TO BE REMOVED
PAVEMENT TO BE SAWCUT
TO BE REMOVED
CONCRETE TO BE REMOVED
DEMOLITION LEGEND
OBJECT TO BE PROTECTED
VEGETATION TO BE CLEARED
UTILITY TO BE REMOVED
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C7
DEMOLITION PLAN
NORTH
LEGEND:
C. O.
A. LANDSCAPE ARCHITECT TO REVIEW AND COORDINATE EXISTING
LANDSCAPE PLANT MATERIAL TO BE RELOCATED FOR SITE
DEVELOPMENT.
B.SIDEWALK SECTION TO BE REPLACED TO MATCH PROPOSED ADA
CONDITIONS.
C.FENCE TO BE REMOVED.
D.EXISTING TREES TO BE REMOVED
E.UTILITY MAY NEED SUPPORTED AND/OR ADJUSTED TO GRADE
DUE TO CONSTRUCTION. COORDINATE WITH UTILITY AS NEEDED.
F.COORDINATE RELOCATION AS NECESSARY FOR CONSTRUCTION.
G.REMOVE EXISTING SANITARY MANHOLE IN ITS ENTIRETY PER
TRICO STANDARDS AND SPECIFICATIONS. EXISTING PIPE TO
REMAIN FOR PROPOSED EXTENSION TO NEW MANHOLE.
0' 30' 60'
SCALE: 1"=30'
1. THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON
THE TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR
VISITING THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD
CONDITIONS. IF DISCREPANCIES OCCUR, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
2. THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING
STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS
NOTED TO REMAIN ON THE CONTRACT DRAWINGS.
3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS
MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND SURVEYOR OF RECORD.
4. THIS SECTION REQUIRES THE REMOVAL AND DISPOSAL, OFF SITE, OF
THE FOLLOWING:
a. SPECIFIED OBJECTS
b. VEGETATION WITHIN THE WORK AREA.
5. CONTRACTOR SHALL SUBMIT THE FOLLOWING IN ACCORDANCE WITH
CONDITIONS OF THE CONTRACT AND APPROPRIATE SPECIFICATION
SECTIONS:
a. A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND
REMOVAL WORK TO BE COMPLETED.
6. JOB CONDITIONS
a. SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO
CONTRACTOR MAY BE REMOVED FROM SITE AS WORK
PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS
THEY ARE REMOVED.
b. STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE
PERMITTED ON SITE.
c. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE
PERMITTED.
d. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL
OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED
FACILITIES.
e. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR
OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION
FROM THE LOCAL AUTHORITIES HAVING JURISDICTION.
PROVIDE ALTERNATE ROUTES AROUND CLOSED OR
OBSTRUCTED TRAFFIC WAYS, IF REQUIRE BY GOVERNING
AUTHORITIES.
f. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND
AREAS OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT
DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER
FACILITIES AND INJURY TO PERSONS.
g. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO
ADJACENT FACILITIES BY DEMOLITION OPERATIONS.
h. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN
SERVICE AND PROTECT AGAINST DAMAGE DURING
DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE
UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START
DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE
BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES.
(AS REQUIRED)
7. DEMOLITION
a. BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION
WALLS AND BELOW-GRADE CONSTRUCTION, INCLUDING
CONCRETE SLABS TO A DEPTH OF NOT LESS THAN 48 INCHES
BELOW LOWEST FOUNDATION LEVEL.
b. FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND
VOIDS RESULTING FROM DEMOLITION. BACK FILL TO BE
COMPACTED TO 90% STANDARD PROCTOR OR 98% ON NEW
STRUCTURES.
8. DISPOSAL OF DEMOLISHED MATERIALS
a. GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED
DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
b. REMOVAL: TRANSPORT MATERIALS REMOVED FROM
DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE.
9. TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND
CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE
STANDARDS.
10. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED
TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
11. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
12. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
REMOVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS
NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY
OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE
ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE
STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
13. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED
TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
FLOODPLAIN DATA
PER FEMA FLOOD INSURANCE MAP 18057C0205G, EFFECTIVE 11/19/2014
THE SITE IS LOCATED IN ZONE X. 100 YEAR FLOODPAINS, FLOODWAY
FRINGES, AND FLOODWAYS DO NOT EXISTING ON SITE. ALSO VERIFIED ON
HAMILTON COUNTY GIS.
08/22/22
1 41 ST STREET SHELBORNE ROADE
E
E
E
F
H
H
B
B
A
O
P
P
P
A
A
B
B
B
B
RR
R R
18'
25'
36'
25'
4 SPACES (9')
3 SPACES (9')
13 SPACES (9')
10'25'18'
16 SPACES (9')
S
5'
T
B
B
T
V
Y
Y
Y
B B
J
R
U
AG
R5'
R5'
R4'
R15'
R10'
5'R
13 SPACES (9')
R15'
R5'
5'R
5'R
10'R
5'R
5'R
6'
26'
5'R
9 SPACES (9')
AC AC
R
AD
O
AC
AB
D D
R PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:10 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 8/8/220'30' 60'
SCALE: 1"=30'
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C8
SITE PLAN SOUTH
A. ASPHALT PARKING
B. VERTICAL CONCRETE CURB
C. FLUSH CURB
D. TAPERED CURB TERMINATION
E. ACCESSIBLE RAMP (PERPENDICULAR)
F. 4" WHITE-LINE ASPHALT STRIPING
G. 4" BLUE-LINE HANDICAP STRIPING
H. STRIPED CROSSWALK
I. PARKING BUMPERS
J. BIKE RACKS
K. REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS,
ELECTRICAL TRANSFORMER AND CABINETS
L. GROUND SIGN. SEE DETAIL D+E/A9
M. GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE
WITH MEP PLANS
N. WINDOW WELL. SEE ARCHITECTURAL
O. EXTERIOR STAIR. SEE ARCHITECTURAL
P. POLE LIGHT & CONCRETE BASE
Q. 30' FLAG POLE
R. ASPHALT MULTI-USE PATH (10')
S. DETENTION POND (SEE GRADING PLAN)
T. ROLLED CONCRETE CURB (SEE SITE DETAIL)
U. OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL)
V. FIRE HYDRANT ASSEMBLY
W. FIRE DEPARTMENT CONNECTION
X. DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4
Y. SETBACK LINE
Z. FUTURE R/W ROAD IMPROVEMENT
AA. 1500 GREASE TRAP (SEE MAP PLANS FOR DETAILS)
AB. 24" SAMPLE PORT (SEE UTILITY DETAILS)
AC. ACCESSIBLE PERPENDICULAR CURB RAMP (CONCRETE)
AD. EMERGENCY RAMP TO POND PER CARMEL HYDRAULICS CHAPTER
302.07(SEE UTILITY DETAILS)
KEYNOTES
SITE LEGEND
LIGHT DUTY ASPHALT PAVEMENT
MULTI-USE PATH ASPHALT
PAVEMENT
CONCRETE
GRAVEL
ADA ACCESSIBLE
PARKING SPACE
RIGHT-OF-WAY PAVEMENT. SEE C-11
CARMEL STANDARD DETAIL 10-22
SITE DATA
SITE ZONING:S-1 SPECIAL USE
PROJECT AREA:5.83 Acres
BUILDING AREA:±13,710 SF
STANDARD PARKING:104
HANDICAP PARKING PROVIDED
(includes 6 van accessible spaces)6
TOTAL PROPOSED PARKING PROVIDED 110 ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
GENERAL NOTES
1. ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED
TO THE ENGINEER FOR REVIEW.
2. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS
APPROPRIATE.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5. ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE
LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED
OTHERWISE.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND
ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY
DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY
THE CONTRACTOR.
8. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW
AREAS TO EXISTING FEATURES AS NECESSARY.
9. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR
IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE
NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF
TOP SOIL.
10. ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
11. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A
MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF
1:20.
12. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A
CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD.
13. CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE
SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH.
CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI
GUIDELINES.
14. HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE
PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
15. ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR
MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS.
16. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT
-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT
THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF
THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT
AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
LEGEND:
C. O.
ADDRESS COMMENTS 2022.07.29
08/22/22
SHELBORNE ROADSHELBORPROPOSED BUILDING
UPPER LEVEL FFE: 920.52'
LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW
WEIR)
B
B
C
J
E
E
G
H
B
B
D
D
L
A
M
N
N
O
P
P
P
A
Q RR
12 SPACES (9')
8 SPACES (9')
14 SPACES (9')
8 SPACES (9')
6 SPACES (9')
10'
14.07'31'
12'R 3.5'R
3.5'R
10'R
5'R
5'R
5 SPACES (9')
18.03'25'
36'
18'
25'
25'
4 SPACES (9')
3 SPACES (9')
P
R
25'
6.04'
17.47'
5.5'
5'
5.5'
5.5'
5'R
15'R 5'R
T
B
T
BB
9'
18.33'17.33'21.83'
5' 9' 5' 9'
5'R
4'R
12'R
25'
5 SPACES (9')
R
VW
V
20'
4.57'
13'
24'
B
X
Y
Y
3.97'
J
K
R4'
5'R
5'R
10'R
5'R
5'R
6'
26'
E
E
E
18'
1.83'
6.04'5'
O
I I I
O
O
O
AC
AC
AC
AB
B
B
I I I
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:10 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 8/8/22PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C9
SITE PLAN CENTER
A. ASPHALT PARKING
B. VERTICAL CONCRETE CURB
C. FLUSH CURB
D. TAPERED CURB TERMINATION
E. ACCESSIBLE RAMP (PERPENDICULAR)
F. 4" WHITE-LINE ASPHALT STRIPING
G. 4" BLUE-LINE HANDICAP STRIPING
H. STRIPED CROSSWALK
I. PARKING BUMPERS
J. BIKE RACKS
K. REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS,
ELECTRICAL TRANSFORMER AND CABINETS
L. GROUND SIGN. SEE DETAIL D+E/A9
M. GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE
WITH MEP PLANS
N. WINDOW WELL. SEE ARCHITECTURAL
O. EXTERIOR STAIR. SEE ARCHITECTURAL
P. POLE LIGHT & CONCRETE BASE
Q. 30' FLAG POLE
R. ASPHALT MULTI-USE PATH (10')
S. DETENTION POND (SEE GRADING PLAN)
T. ROLLED CONCRETE CURB (SEE SITE DETAIL)
U. OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL)
V. FIRE HYDRANT ASSEMBLY
W. FIRE DEPARTMENT CONNECTION
X. DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4
Y. SETBACK LINE
Z. FUTURE R/W ROAD IMPROVEMENT
AA. 1500 GREASE TRAP (SEE MAP PLANS FOR DETAILS)
AB. 24" SAMPLE PORT (SEE UTILITY DETAILS)
AC. ACCESSIBLE PERPENDICULAR CURB RAMP (CONCRETE)
AD. EMERGENCY RAMP TO POND PER CARMEL HYDRAULICS CHAPTER
302.07(SEE UTILITY DETAILS)
KEYNOTES
SITE LEGEND
LIGHT DUTY ASPHALT PAVEMENT
MULTI-USE PATH ASPHALT
PAVEMENT
CONCRETE
GRAVEL
ADA ACCESSIBLE
PARKING SPACE
RIGHT-OF-WAY PAVEMENT. SEE C-11
CARMEL STANDARD DETAIL 10-22
SITE DATA
SITE ZONING:S-1 SPECIAL USE
PROJECT AREA:5.83 Acres
BUILDING AREA:±13,710 SF
STANDARD PARKING:104
HANDICAP PARKING PROVIDED
(includes 6 van accessible spaces)6
TOTAL PROPOSED PARKING PROVIDED 110 ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
LEGEND:
C. O.
GENERAL NOTES
1. ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED
TO THE ENGINEER FOR REVIEW.
2. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS
APPROPRIATE.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5. ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE
LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED
OTHERWISE.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND
ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY
DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY
THE CONTRACTOR.
8. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW
AREAS TO EXISTING FEATURES AS NECESSARY.
9. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR
IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE
NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF
TOP SOIL.
10. ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
11. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A
MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF
1:20.
12. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A
CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD.
13. CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE
SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH.
CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI
GUIDELINES.
14. HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE
PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
15. ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR
MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS.
16. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT
-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT
THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF
THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT
AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
0'30' 60'
SCALE: 1"=30'
08/22/22
SHELBORNE ROADR
R
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:10 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 8/8/22PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
EXISTING LEGEND
C10
SITE PLAN NORTH
A. ASPHALT PARKING
B. VERTICAL CONCRETE CURB
C. FLUSH CURB
D. TAPERED CURB TERMINATION
E. ACCESSIBLE RAMP (PERPENDICULAR)
F. 4" WHITE-LINE ASPHALT STRIPING
G. 4" BLUE-LINE HANDICAP STRIPING
H. STRIPED CROSSWALK
I. PARKING BUMPERS
J. BIKE RACKS
K. REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS,
ELECTRICAL TRANSFORMER AND CABINETS
L. GROUND SIGN. SEE DETAIL D+E/A9
M. GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE
WITH MEP PLANS
N. WINDOW WELL. SEE ARCHITECTURAL
O. EXTERIOR STAIR. SEE ARCHITECTURAL
P. POLE LIGHT & CONCRETE BASE
Q. 30' FLAG POLE
R. ASPHALT MULTI-USE PATH (10')
S. DETENTION POND (SEE GRADING PLAN)
T. ROLLED CONCRETE CURB (SEE SITE DETAIL)
U. OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL)
V. FIRE HYDRANT ASSEMBLY
W. FIRE DEPARTMENT CONNECTION
X. DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4
Y. SETBACK LINE
Z. FUTURE R/W ROAD IMPROVEMENT
AA. 1500 GREASE TRAP (SEE MAP PLANS FOR DETAILS)
AB. 24" SAMPLE PORT (SEE UTILITY DETAILS)
AC. ACCESSIBLE PERPENDICULAR CURB RAMP (CONCRETE)
AD. EMERGENCY RAMP TO POND PER CARMEL HYDRAULICS CHAPTER
302.07(SEE UTILITY DETAILS)
KEYNOTES
SITE LEGEND
LIGHT DUTY ASPHALT PAVEMENT
MULTI-USE PATH ASPHALT
PAVEMENT
CONCRETE
GRAVEL
ADA ACCESSIBLE
PARKING SPACE
RIGHT-OF-WAY PAVEMENT. SEE C-11
CARMEL STANDARD DETAIL 10-22
SITE DATA
SITE ZONING:S-1 SPECIAL USE
PROJECT AREA:5.83 Acres
BUILDING AREA:±13,710 SF
STANDARD PARKING:104
HANDICAP PARKING PROVIDED
(includes 6 van accessible spaces)6
TOTAL PROPOSED PARKING PROVIDED 110 ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
LEGEND:
C. O.
GENERAL NOTES
1. ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED
TO THE ENGINEER FOR REVIEW.
2. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS
APPROPRIATE.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5. ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE
LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED
OTHERWISE.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND
ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY
DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY
THE CONTRACTOR.
8. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW
AREAS TO EXISTING FEATURES AS NECESSARY.
9. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR
IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE
NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF
TOP SOIL.
10. ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
11. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A
MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF
1:20.
12. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A
CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD.
13. CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE
SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH.
CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI
GUIDELINES.
14. HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE
PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
15. ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR
MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS.
16. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT
-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT
THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF
THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT
AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
0'30' 60'
SCALE: 1"=30'
08/22/22
1-3/4" SQUAREGALVANIZEDSIGN POST (REFERTOBREAKAWAY POSTDETAIL)
SIGN
PER
PLAN
R1-1(24x24)
6" COMPACTED & WELL DRAINED
SUBGRADE COMPACTED TO 98% MAX.
DRY DENSITY PER ASTM D698
TACK COAT
18.00"
24.00"
4.00"
TOP OF GRADE
TOP SOIL
GEO-TEXTILEFABRIC
GEO-TEXTILEFABRIC
NO. 8 CLEAN STONE
EXPOSED ROCK DETAIL
NOT TO SCALE
TOP OF GRAVELRIVER GRAVEL
INDOT SUBGRADE TREATMENT, TYPE IBC
OR IC
TACK COAT
SEE CARMEL STANDARD DRAWING 10-8
PLOT SCALE: 1:1 EDIT DATE: 7/5/22 - 3:43 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C11 SITE DETAILS.DWGPRINT DATE: 8/8/22C11
SITE DETAILSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
08/22/22
Standard Unit - Near Vertical Setback
Reinforced Soil
Retained Soil
Typical Reinforced Wall Section
Foundation Soil Design Height8" Min. Low Permeable Soil
24"
Keystone Cap Unit
Keystone Standard
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Finished Grade
Unreinforced Concrete
or Crushed Stone
Leveling Pad
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
1/8" - 1/4"
8"
Note:
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
Grid Depth
Typical Gravity Wall Se
Standard Unit - 1" Setbac
Foundation Soil
Unr
Cru
Retained Soil
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Key
Key8" Min. Low Permeable Soil
4" Perforated PVC Drainage Tile
Wrapped in Filter Fabric
(If Required)
Approximate Limits
of Excavation
1" - 1 1/4"
8"
C11.1
SITE DETAILSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
Standard Unit 18 -
Typical
Keystone Reta
4444 W 78th Street
952-897-1040
Minneapolis, MN 55435
Design is for internal stability of the KEYSTONE wall structure only. External
stability, including but not limited to foundation and slope stability is the
responsibility of the Owner. The design is based on the assumption that the
materials within the retained mass, methods of construction, and quality of
materials conform to KEYSTONE's specification for this project.
This drawing is being furnished for this specific project only. Any party
accepting this document does so in confidence and agrees that it shall not be
duplicated in whole or in part, nor disclosed to others without the consent of
Keystone Retaining Wall Systems, Inc.
Copyright 2003 Keystone Retaining Wall Systems
08/22/22
913913913 914914
914915914914914914902903904POND 100 YEAR ELEV: 909.47'
POND 10 YEAR ELEV: 908.29'
POND 2 YEAR ELEV: 907.63'
920.52
920.30
916.59915.57
920.30
916.53
915.26
915.36
915.84
915.54
915.74
TC 915.17
BC 914.67
TC 915.47
BC 914.97
915.49915.56
TC 915.25
BC 914.75
TC 915.11
BC 914.61 TC 915.00
BC 914.50
TC 915.00
BC 914.50
TC 915.27
BC 914.77
TC 914.72
BC 914.22TC 914.58
BC 914.08
TC 914.51
BC 914.01
TC +3"
BC 913.85
TC +3"
BC 912.94
915.55915.10
915.09
915.19
915.25915.24
915.46
915.74
915.65
915.44
915.30
914.37914.30
914.50914.55
913.64
915.05915.14
914.97915.18
915.16 913.60
913.49
914.21
914.10
TC 914.19
BC 913.69
TC 914.11
BC 913.61
TC +3"
BC 913.48
TC 914.52
BC 914.02TC 914.48
BC 913.98
TC 914.17
BC 913.67 TC 914.26
BC 913.76
TC 914.64
BC 914.14
TC 914.70
BC 914.20
TC 914.45
BC 913.95 TC 914.24
BC 913.74
TC 914.02
BC 913.52
TC 914.21
BC 913.71
TC 914.61
BC 914.11
TC 915.00
BC 914.50
TC 914.91
BC 914.41
TC 915.08
BC 914.58
TC 915.16
BC 914.66
TC 915.27
BC 914.77
TC 914.95
BC 914.45
TC 915.09
BC 914.59
TC 913.47
BC 912.97
TC 912.50
BC 912.00
TC 913.68
BC 913.18
TC 914.06
BC 913.56
TC 915.32
BC 914.82
TC 912.95
BC 912.45
TC 913.26
BC 912.76
TC 913.75
BC 913.25
TC 914.86
BC 914.36
TC 915.41
BC 914.91
TC 912.98
BC 912.48
912.72± ME 912.78± ME
TC 913.33
BC 912.83
TC 913.83
BC 913.33
913.92
912.94± ME
TC 914.89
BC 914.89
TC 914.83
BC 914.83
915.26
914.71914.80
914.38
914.47
914.11
914.22
TC 913.62
BC 913.12
TC 915.46
BC 914.96 TC 915.46
BC 914.96 914.00
912.55
906.75
914.14
914.25
TC 913.81
BC 913.31
906.75
912.74TOR
913.73
914.03
913.96TOR
914.16± ME
913.01± ME 915.16± ME
914.56 914.49± ME
914.52± ME
914.47
914.68
914.79
915.79
915.69
915.65
915.24
913.89
912.83 913.73
912.34910.30
912.70TOR
912.25
914.52
911.22± ME
911.14± ME
911.25± ME
911.21± ME
911.39± ME
911.54± ME
910.71± ME
910.59± ME
910.47± ME
914.69
914.78
914.82 914.88
914.88
914.82
915.00± ME
914.16
914.05
913.96
913.93
909.84
913.48TOR
913.24TOR
904.89
914914910907908909911912913912
913910910911912913909
910909911912910911912913914911910907908909911912913914913.54
913.46
912.92± ME
912.78
910.36
912.88
908.70
911.40± ME
908.38
TC 912.64
BC 912.14± ME
913.23
915.68
NORMAL POOL ELEV: 906.75'
904.85
904.85
10'10'
920.52 915.96
915.75
BW 915.76
BW 915.84
920.52
BW 915.87
TC 915.48
BC 914.98
913.19
913.29
913.19
913.29
912.50
912.59
912.50
912.59 134+/- LF SWALE AT 1% (MIN)121+/- LF SWALE AT 1% (MIN)98+/-144+/- LF SWALE AT 1.4% (1% MIN)71+/- LF SWALE AT 2.7% (1% MIN)43+/- LF SWALE AT 3.7%132+/- LF SWALE AT 1.25%(1% MIN)915.02
913.83
914.20
BW 915.80
915.70915.70915.63
915.64
1.25%3.70%10'10'178+/- LF SWALE @1.0% (1% MIN)
914.65
915.00± ME
915.10± ME54+/- LF SWALE @1.1% (1% MIN)41+/- L F SWALE @1.0% (1% MIN)69+/- LF SWALE @1.0% (1% MIN)77+/- LF SWALE AT 1% (MIN)BW 915.93
BW 915.77 BW 918.61
912.53TOR 912.81± ME
911
904
903
902
901
900899898897
907
901900899898897904.85
904.85904.85
904.85
904.85
904.85904.85 904.85904.85
904.85
904.85
91391
3
90 6
907908
909910
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:11 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 8/8/220'
GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
30' 60'
SCALE: 1"=30'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C12
GRADING PLAN
SOUTH ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE
AND LOCAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND
HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE
RESPONSIBLE PARTY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE
DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND
DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED
COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR
WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL
PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS.
AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT
ANY DEFICIENT CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO STANDARD INDOT SPECIFICATIONS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM
SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER.
IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER
THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
14. CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND
LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
15. STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH
PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT
ALLOWED.
16. ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
17. THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE
SYSTEM
LEGEND:
C. O.
GRADING LEGEND
000.00
MATCH EXISTINGME
FLOW LINE
SPOT ELEVATIONS
HIGH POINTHP
LOW POINTLP
FLOW ARROW
TC 000.00 CURB ELEVATIONSBC 000.00
BOTTOM OF CURBBC
TOP OF CURBTC
TOP OF RIM/CASTINGTR
FLOWLINEFL
CONTOURS000
RIDGE
TOP OF WALLTW
BOTTOM OF WALLBW
PER 303.07 LOWEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL
MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE; SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE
HIGHEST NOTED OVERFLOW PATH/PONDING ELEVATION ACROSS
THE PROPERTY FRONTAGE. MINIMUM FLOOD PROTECTION GRADE
OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE
NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR
REGIONAL FLOOD ELEVATIONS.
MLAG = 2' ABOVE PROPERTY FRONTAGE=912.68+2'=914.68
2' ABOVE OVERFLOW WEIR = 908.85+2=911.85
MFPG = 1' ABOVE HIGHEST PONDING ELEVATION = 914.55+1'-915.55
ADDRESS COMMENTS 2022.07.29
08/22/22
PROPOSED BUILDING
UPPER LEVEL FFE: 920.52'LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW
WEIR)915915915 912912
913 91391
3
913
914914914914
91
5
911913
912
911
910
920.52
920.30
916.59915.57
920.30
916.53
915.26
915.36
915.84
915.74
915.54
915.74
915.74
TC 915.17
BC 914.67
TC 915.47
BC 914.97
915.49915.56
TC 915.25
BC 914.75
915.55915.10
915.09
915.19
915.25915.24
915.46
920.40
915.74
915.65
915.44
915.30
915.62
BW 915.23
TW 920.42
915.74
915.57
915.63
920.40
915.04
915.28
915.57
915.17
915.60
920.32
915.60
915.47
915.56
915.55
TW 920.41TW 920.40
915.47
915.93
915.04
915.01
915.00
914.96
914.85
TC 915.28
BC 914.78
TC 915.08
BC 914.58
TC 914.70
BC 914.20
TC 914.61
TC 915.00
BC 914.50
TC 915.08
BC 914.58
TC 915.16
BC 914.66
TC 915.27
BC 914.77
TC 914.95
BC 914.45
TC 915.09
BC 914.59
TC 915.56
BC 915.06
TC 915.37
BC 914.87
TC 915.30
BC 914.80
TC 915.12
BC 914.62
TC 915.24
BC 914.74
TC 915.47
BC 914.97 TC 915.23
BC 914.73
TC 915.10
BC 914.60
TC 915.00
BC 914.50
TC 915.46
BC 914.96 TC 915.46
BC 914.96
TC 915.35
BC 914.85 TC 915.66
BC 915.16 TC 915.83
BC 915.33
TC 916.04
BC 915.54
TC 915.24
BC 914.74
TC 915.17
BC 914.67
TC 915.48
BC 914.98
TC 915.72
BC 915.22
TC 915.07
BC 914.57
TC +3"
BC 914.61
TC +3"
BC 913.27
TC 914.52
BC 914.02
TC 914.69
BC 914.19
TC 914.95
BC 914.45
TC 915.09
BC 914.59
TC 914.71
BC 914.21
TC 914.63
BC 914.13
TC 914.56
BC 914.06
TC 914.89
BC 914.39 TC 914.89
BC 914.39
TC 915.06
BC 914.56
TC 914.50
BC 914.00
TC 914.95
BC 914.45
TC 915.32
BC 914.82
915.75
915.61
TC 915.46
BC 914.96 TC 915.46
BC 914.96
TC 915.12
BC 914.62
TC 914.60
BC 914.10 TC 914.76
BC 914.26
TC 915.40
BC 914.90
912.26± ME
912.47± ME
913.29
913.62
914.24± ME
915.25
915.43
913.81± ME
TC 915.71
BC 915.21
915.74914.86
915.82
916.22
916.09
916.05
TC 915.24
BC 914.74
915.14
915.04
914.00
TC 915.47
BC 914.97
TC 915.82
BC 915.32
914.56 914.49± ME
912.82
912.69± ME
TC 915.81
BC 915.31
TC 915.58
BC 915.08
915.82
915.51
914.81
915.79
915.69
915.65
915.24
910.11
910.73± ME
910.73± ME
910.59± ME
910.47± ME
911.07± ME
911.75± ME
911.60± ME
911.00± ME
910.73± ME
912.53
912.32
909.63
909.73
909.62 909.82
909.84 911912913913914
914913
91491391491491091310911912913908.39
915.68
TC 914.80
BC 914.30
TC 914.63
BC 914.13
BW 917.30
920.52
915.74
920.52
920.52
920.32
TW 920.22
915.57
915.66
915.35
TC 915.44
BC 914.94 920.52
915.74
TC 915.62
BC 915.12
914.75
TC 915.35
BC 914.85
TW 918.10
918.26
TW 918.19
918.35
TW 920.42
920.42 920.52920.52 920.52
920.43920.32
BW 916.13 915.40
915.16 TC 916.00
BC 915.50915.37
915.74915.74
920.52
BW 916.11
916.73
917.09
915.96
915.75
BW 915.76
BW 915.84
BW 915.77 920.40
920.52
BW 915.87
915.85
TC 915.48
BC 914.98
TC 914.11
BC 913.61
TC +3"
BC 914.30
914.45
913.42
914.64
914.93
915.29
BW 915.34
915.70
BW 915.50
914.74
915.51
915.04
914.66 914.57
914.48
914.49
914.40914.33914.48
914.60
915.12
914.99
178 LF +/- SWALE AT 1% (MIN)1% (MIN)170+/- LF SWALE AT 1% (MIN)98+/- LF SWALE AT 1.4% (1% MIN)BW 915.80
915.70915.70915.63
915.64 GRADE AT 1% MIN TO MATCH EXISTINGBW 915.93BW 915.77
BW 915.77
BW 917.14
BW 917.47
BW 917.10
BW 916.64
BW 915.94
BW 915.63
BW 918.61
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:11 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C13
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:11 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
GRADING PLAN
CENTER ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
0' 30' 60'
SCALE: 1"=30'
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE
AND LOCAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND
HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE
RESPONSIBLE PARTY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE
DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND
DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED
COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR
WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL
PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS.
AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT
ANY DEFICIENT CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO STANDARD INDOT SPECIFICATIONS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM
SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER.
IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER
THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
14. CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND
LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
15. STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH
PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT
ALLOWED.
16. ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
17. THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE
SYSTEM
LEGEND:
C. O.
GRADING LEGEND
000.00
MATCH EXISTINGME
FLOW LINE
SPOT ELEVATIONS
HIGH POINTHP
LOW POINTLP
FLOW ARROW
TC 000.00 CURB ELEVATIONSBC 000.00
BOTTOM OF CURBBC
TOP OF CURBTC
TOP OF RIM/CASTINGTR
FLOWLINEFL
CONTOURS000
RIDGE
TOP OF WALLTW
BOTTOM OF WALLBW
ADDRESS COMMENTS 2022.07.29
PER 303.07 LOWEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL
MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE; SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE
HIGHEST NOTED OVERFLOW PATH/PONDING ELEVATION ACROSS
THE PROPERTY FRONTAGE. MINIMUM FLOOD PROTECTION GRADE
OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE
NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR
REGIONAL FLOOD ELEVATIONS.
MLAG = 2' ABOVE PROPERTY FRONTAGE=912.68+2'=914.68
2' ABOVE OVERFLOW WEIR = 908.85+2=911.85
MFPG = 1' ABOVE HIGHEST PONDING ELEVATION = 914.55+1'-915.55
08/22/22
909.62 909.82
909.55
909.73
909.68
909.43
909.37
909.58
909.73
909.87 ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:11 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C14
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 11:11 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
GRADING PLAN
NORTH
0' 30'60'
SCALE: 1"=30'
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE
AND LOCAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND
HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE
RESPONSIBLE PARTY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE
DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND
DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED
COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR
WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL
PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS.
AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT
ANY DEFICIENT CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO STANDARD INDOT SPECIFICATIONS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM
SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER.
IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER
THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
14. CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND
LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
15. STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH
PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT
ALLOWED.
16. ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
17. THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE
SYSTEM
LEGEND:
C. O.
GRADING LEGEND
000.00
MATCH EXISTINGME
FLOW LINE
SPOT ELEVATIONS
HIGH POINTHP
LOW POINTLP
FLOW ARROW
TC 000.00 CURB ELEVATIONSBC 000.00
BOTTOM OF CURBBC
TOP OF CURBTC
TOP OF RIM/CASTINGTR
FLOWLINEFL
CONTOURS000
RIDGE
TOP OF WALLTW
BOTTOM OF WALLBW
08/22/22
1 41 ST STREET SHELBORNE ROADAB
AA
BA BB
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
CA CB
DA DB
910
907
908
909
9 11
912
913
9009059108978988999019029039049069079089099119129139149149009059
10
915915 897898899901902903904906907908
90
9
9
1
1
9
1
2
91
3
913
9
1
4
914 914911910911915914TB 904.85
TB 904.85
TB 904.85
TB 904.85
913.86
914.91
914.56
913.98
913.89 910.60
910.30
912.55
913.96
914.47
913.96
TW 911.27
BW 911.31
TW 911.44
BW 911.54
118 LF OF 21" RCP
@ 0.25%113 LF OF 21" RCP@ 0.35%95 LF OF 12" RCP@ 0.74%64 LF OF 12" RCP@ 0.98%12
2 L
F
OF
1
5
"
R
C
P
@
0
.
48
%261 LF OF 8" SDR 35 PVC@ 0.47%43 LF OF 27" RCP
@ 0.28%
21 LF OF 6" SDR 35 PVC
@ 1.06%
5 LF OF 6" SDR 35 PVC
@ 1.06%
32 LF OF 6" SDR 35 PVC
@ 3.93%
72 LF OF 6" SDR 35 PVC
@ 3.02%109 LF OF 12" RCP@ 1.96%84 LF OF 12" RCP@ 0.53%120 LF OF 15" RCP
@ 0.26%
STR. 12.2
Type C MH / R-1772
TR: 914.13
INV(S): 909.73
INV(N): 909.83
INV(N): 909.83
STR. 12
Type J MH / R-3286-8V
TR: 912.90
INV(N): 907.72
INV(S): 907.62
INV(SE): 908.22
STR. 11
Type K MH / R-3286-8V
TR: 912.00
INV(N): 907.22
INV(S): 907.76
INV(E): 907.05
INV(W): 908.29
STR. 11.1
12" CES
TR: 909.55
INV(E): 908.38
STR. MH-ILC3
48" SANITARY MANHOLE
INV(S): 906.74
INV(NE): 906.84
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
TR: 913.07
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
FIRE HYDRANT ASSEMBLY
STR. 3.4
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(S): 908.33
STR. 23
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
TR: 913.96
INV(SW): 910.43
Preventer
INV(S): 912.00
STR. 21
Type C MH / R-2560-EA-E10
TR: 912.74
INV(N): 908.89
INV(E): 908.99
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.44 STR. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.75
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(SW): 909.49
STR. 22
Type C MH / R-2560-EA-E10
TR: 913.48
INV(W): 909.88
INV(NE): 909.98
166 LF OF 12 " RCP
@ 0.54%
STR. 41
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
TR: 912.82
INV(W): 909.10
INV(S): 912.53
INV(SE): 909.94217 LF OF 18" RCP@ 1.00%STR. 30
12" CES
INV(NE): 906.75
STR. 11.3
Type C MH / R-3286-8V
TR: 912.48
INV(N): 908.46
INV(SW): 908.56
STR. MH-ILC2
48" SANITARY MANHOLE
TR: 912.46
INV(N): 905.32
INV(S): 905.22
39 LF OF 18" RCP
@ 1.01%STR. 40
Type C MH / R-1714
TR: 912.88
INV(N): 908.61
INV(E): 908.71
D1
XA
XB
XC
D3
D3
XE
D5
D5
D5
D5
G1
D1
S2
S2
S2
STR. MH-ILC1
48" SANITARY MANHOLE
TR: 911.27
INV(N): 904.00
INV(W): 903.90
24 LF OF 8" SDR 35 PVC
@ 0.42%27 LF OF 12" RCP@ 0.50%
STR. 11.4
12" CES
INV(NE): 908.70
STR. 12.1
Type C MH / R-3287-15
TR: 912.94
INV(N): 909.11
INV(NW): 908.81
STR. 10
27" CES
INV(W): 906.75
STR. 20
12" CES
INV(S): 906.75
S2 134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1
SAN C/O. TYPE 2
TR: 914.62
INV(E): 907.00
INV(SW): 907.00
100 LF OF 6" SDR 35 PVC
@ 1.05%
STR. 4.1
24" Sample Structure
INV(S): 910.38
INV(N): 910.79
13 LF OF 6" SDR 35 PVC
@ 25.59%
S4
S1
SAN C/O. TYPE 2
INV(W): 908.05
INV(NE): 908.05
CONNECT TO EXISTING
8" PVC AND EXTEND TO
NEW MH-ILC1
D3
S2
TYP.
TYP.
XD
D3
TYP.
TYP.
D6
29 LF O
F
2
7
"
RCP@ 0.2
7
%
STR. 11.5
TYPE L MH / R1772
DIVERSION STRUCTURE / <3681>
TR: 912.86
INV(W): 906.93
INV(E): 906.83
INV(SW): 908.22
27 LF OF 12" RCP
@ 0.33%
D7
EXISTING 12" CMP
D1
ADD
UNDERDRAIN
INV 910.5
ADD
UNDERDRAIN
INV 910.5
D1
D1
D1
D1
D3
ADD
UNDERDRAIN
INV 910.25
POND 100 YEAR ELEV: 909.47'
POND 10 YEAR ELEV: 908.29'
POND 2 YEAR ELEV: 907.63'
NORMAL POOL ELEV: 906.75'
STR. 41.1
Type C MH / R 3405
TR: 912.53
INV(NW): 910.03
D8
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
KEYNOTES
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C15
UTILITY PLAN
SOUTH ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
0' 30' 60'
SCALE: 1"=30'
DRAINAGE
D1. UNDERDRAIN (SEE DETAIL)
D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL)
D3. PAVEMENT UNDERDRAIN (SEE DETAIL)
D4. REFER TO LANDSCAPE PLANS FOR DETAILS OF
PLANTINGS ALONG POND.
D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL
STANDARDS.
D6. CONNECT EXISTING 12" CMP TO NEW STRUCTURE.
D7. CORE DRILL STRUCTURE FOR NEW PIPES. IF
STRUCTURE INTEGRITY IS COMPROMISED, REPLACE
STRUCTURE.
D8. POND AERATOR FOUNTAIN. SEE SHEET C25.1
CROSSING
XA. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XB. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XC. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XD. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XE. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
WATER
W1. 6" C900 FIRE SERVICE LINE
W2. 2" C901 DOMESTIC WATERLINE
W3. 6" C900 FIRE HYDRANT WATERLINE
W4. WET TAP, TAPPING SLEEVE AND VALVE PER UTILITY
W5. WATER METER INSIDE BUILDING. SEE MEP PLAN
W6. WATER VALVE
W7. 4" C900 FIRE LINE TO FDC
W8. 6" C900 WATER LINE PER UTILITY
GAS
G1. PROPOSED 6" GAS LINE TO CONNECT TO GAS MAIN
AT 141 ST. SEE MEP PLAN FOR CONNECTION TO
BUILDING.
G2. GAS METER AND REGULATOR. SEE MEP PLANS FOR
DETAILS
SANITARY
S1. PROPOSED 1000 GALLON GREASE TRAP. REFER TO
MEP PLANS FOR CONNECTION TO BUILDING.
S2. ALL SEWER UNDER PAVEMENT WILL NEED TO BE FULL
DEPTH GRANULAR.
S3. -
S4. PROPOSED 24" SAMPLE PORT(SEE DETAIL)
S5. CONNECT 8" SDR 35 PVC TO EXISTING 8" PVC PER
TRICO STANDARDS AND SPECIFICATIONS
UTILITY LEGEND
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
LEGEND:
C. O.
08/22/22
SHELBORNE ROADPROPOSED BUILDING
UPPER LEVEL FFE: 920.52'
LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW
WEIR)
EXISTING FIRE HYDRANT
915915914910911911914
913 91591391412
913
914.56
910.11
913.96
113 LF OF 12" RCP
@ 0.64%151 LF OF 18" RCP@ 0.41%118 LF OF 21" RCP
@ 0.25%
21 LF OF 6" SDR 35 PVC
@ 1.06%
5 LF OF 6" SDR 35 PVC
@ 1.06%
32 LF OF 6" SDR 35 PVC
@ 3.93%
41 LF OF 6" SDR 35 PVC
@ 4.33%
44 LF OF 6" SDR 35 PVC
@ 3.96%
1
5
5
L
F
O
F
6
"
S
D
R
3
5
P
V
C@ 1
.
3
3
%77 LF OF 18" RCP
@ 0.33%
STR. 13
Type J MH / R-3286-8V
TR: 914.00
INV(N): 908.12
INV(S): 908.02
INV(SE): 909.20
INV(NE): 909.20
INV(NW): 908.28
STR. 14
Type J MH / R-3286-8V
TR: 913.61
INV(E): 908.84
INV(S): 908.74
INV(SE): 908.84
STR. 15
Type C MH / R-3287-15
TR: 913.26
INV(W): 909.56
STR. RD06
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD05
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
PIV
WATER TEE AND VALVE
45 Degree Bend
Fire Department Connnection
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY
Refer to MEP Plan for Connection to
Building
INV: 910.96
Refer to MEP Plan for Connection to
Building
INV: 910.96
Refer to MEP Plan for Connection to
Building
INV: 910.96
STR. RD2.3
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD02.2
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD01
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD03
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. RD04.2
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. RD04.3
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. 3.4
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(S): 908.33
STR. CES 2
18" CES
TR: 917.86
INV(N): 912.82
STR. CES 3
18" CES
TR: 917.46
INV(S): 912.56
STR. SP01
Cleanout. Refer to MEP Plan for
Connection to Building and Backflow
Preventer
INV(S): 912.00
45 Bend Water
45 Bend Water
STR. 13.1
12" CES
TR: 909.56
INV(SE): 908.40
23 LF OF 12" RCP
@ 0.50%
D3
D3 D3
W3
W7
W3
W8
D5
W4
G1
G2
W5
S2
STR. 3.1
SAN C/O. TYPE 2
TR: 914.62
STR. 4.1
24" Sample Structure
INV(S): 910.38
INV(N): 910.79
13 LF OF 6" SDR 35 PVC
@ 25.59%
S4
W2
Null Structure AND VALVE
TEE Water AND VALVE
S1
S2
SAN C/O. TYPE 2
SAN C/O. TYPE 3.
Refer to MEP Plan for
Connection to Building
INV(W): 911.45
S2 PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
KEYNOTES
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C16
UTILITY PLAN
CENTER ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
DRAINAGE
D1. UNDERDRAIN (SEE DETAIL)
D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL)
D3. PAVEMENT UNDERDRAIN (SEE DETAIL)
D4. REFER TO LANDSCAPE PLANS FOR DETAILS OF
PLANTINGS ALONG POND.
D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL
STANDARDS.
D6. CONNECT EXISTING 12" CMP TO NEW STRUCTURE.
D7. CORE DRILL STRUCTURE FOR NEW PIPES. IF
STRUCTURE INTEGRITY IS COMPROMISED, REPLACE
STRUCTURE.
D8. POND AERATOR FOUNTAIN. SEE SHEET C25.1
CROSSING
XA. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XB. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XC. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XD. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XE. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
WATER
W1. 6" C900 FIRE SERVICE LINE
W2. 2" C901 DOMESTIC WATERLINE
W3. 6" C900 FIRE HYDRANT WATERLINE
W4. WET TAP, TAPPING SLEEVE AND VALVE PER UTILITY
W5. WATER METER INSIDE BUILDING. SEE MEP PLAN
W6. WATER VALVE
W7. 4" C900 FIRE LINE TO FDC
W8. 6" C900 WATER LINE PER UTILITY
GAS
G1. PROPOSED 6" GAS LINE TO CONNECT TO GAS MAIN
AT 141 ST. SEE MEP PLAN FOR CONNECTION TO
BUILDING.
G2. GAS METER AND REGULATOR. SEE MEP PLANS FOR
DETAILS
SANITARY
S1. PROPOSED 1000 GALLON GREASE TRAP. REFER TO
MEP PLANS FOR CONNECTION TO BUILDING.
S2. ALL SEWER UNDER PAVEMENT WILL NEED TO BE FULL
DEPTH GRANULAR.
S3. -
S4. PROPOSED 24" SAMPLE PORT(SEE DETAIL)
S5. CONNECT 8" SDR 35 PVC TO EXISTING 8" PVC PER
TRICO STANDARDS AND SPECIFICATIONS
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
0' 30' 60'
SCALE: 1"=30'
UTILITY LEGEND
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
LEGEND:
C. O.
08/22/22
PROPOSED DRAINAGE STR. 10-15
900
905
910
915
920
925
900
905
910
915
920
925
910.97912.861+00 911.07912.14910.79913.072+00 910.56912.95910.77913.963+00 911.53914.20912.14914.274+00 912.12914.39912.02913.885+00912.19914.20912.73913.9515 T.R. 913.26R-347214
T.R. 913.61R-347213
T.R. 914.00R-3286-8V118 LF OF 21" RCP
@ 0.25% SLOPE
12
T.R. 912.90R-3286-8V113 LF OF 21" RCP
@ 0.35% SLOPE
11
T.R. 912.00R-3286-8V27"(W)906.750+20.6412"(W)909.565+87.27113 LF OF 12" RCP
@ 0.64% SLOPE
12"(E)908.8418"(S)908.746"(SE)908.844+74.61151 LF OF 18" RCP
@ 0.41% SLOPE
18"(N)908.1221"(S)908.026"(SE)909.206"(NE)909.2012"(NW)908.283+23.8321"(N)907.7221"(S)907.6215"(SE)908.222+05.58113 LF OF 21" RCP
@ 0.35% SLOPE
21"(N)907.2212"(S)907.7627"(E)907.0512"(W)908.290+92.5710
T.R. 909.27STR.PROPOSED GROUND EXISTING GROUND
43 LF OF 27" RCP
@ 0.28% SLOPE
PROFILE VIEW: 30:5
PROPOSED BUILDING
UPPER LEVEL FFE: 920.52'
LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW
WEIR)
AA
EXISTING FIRE HYDRANT
DA DB915 915914910
907
9 08909
911
912
913910911911914
913 915913914913
915914TB 904.85
914.56
910.11
912.55
913.96
TW 911.44
BW 911.54
113 LF OF 12" RCP
@ 0.64%151 LF OF 18" RCP@ 0.41%118 LF OF 21" RCP
@ 0.25%113 LF OF 21" RCP@ 0.35%64 LF OF 12" RCP@ 0.98%12
2
LF
OF
1
5
" R
C
P
@
0.
4
8
%
43 LF OF 27" RCP
@ 0.28%
21 LF OF 6" SDR 35 PVC
@ 1.06%
5 LF OF 6" SDR 35 PVC
@ 1.06%32 LF OF 6" SDR 35 PVC
@ 3.93%
41 LF OF 6" SDR 35 PVC
@ 4.33%
44 LF OF 6" SDR 35 PVC
@ 3.96%
1
5
5
LF
O
F
6
"
S
D
R
3
5
P
V
C@ 1.
3
3
%
77 LF OF 18" RCP
@ 0.33%
72 LF OF 6" SDR 35 PVC
@ 3.02%
STR. 13
Type J MH / R-3286-8V
TR: 914.00
INV(N): 908.12
INV(S): 908.02
INV(SE): 909.20
INV(NE): 909.20
INV(NW): 908.28
STR. 12.2
Type C MH / R-1772
TR: 914.13
INV(S): 909.73
INV(N): 909.83
INV(N): 909.83
STR. 14
Type J MH / R-3286-8V
TR: 913.61
INV(E): 908.84
INV(S): 908.74
INV(SE): 908.84
STR. 15
Type C MH / R-3287-15
TR: 913.26
INV(W): 909.56
STR. 12
Type J MH / R-3286-8V
TR: 912.90
INV(N): 907.72
INV(S): 907.62
INV(SE): 908.22
STR. 11
Type K MH / R-3286-8V
TR: 912.00
INV(N): 907.22
INV(S): 907.76
INV(E): 907.05
INV(W): 908.29
STR. 11.1
12" CES
TR: 909.55
INV(E): 908.38
STR. MH-ILC3
48" SANITARY MANHOLE
INV(S): 906.74
INV(NE): 906.84
STR. RD06
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD05
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
PIV
WATER TEE AND VALVE
45 Degree Bend
Fire Department Connnection
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY
Refer to MEP Plan for Connection to
Building
INV: 910.96
Refer to MEP Plan for Connection to
Building
INV: 910.96
Refer to MEP Plan for Connection to
Building
INV: 910.96
STR. RD2.3
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD02.2
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. RD01
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96STR. RD03
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. RD04.2
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. RD04.3
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. 3.4
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(S): 908.33
STR. CES 2
18" CES
TR: 917.86
INV(N): 912.82
STR. CES 3
18" CES
TR: 917.46
INV(S): 912.56
STR. SP01
Cleanout. Refer to MEP Plan for
Connection to Building and Backflow
Preventer
INV(S): 912.00
45 Bend Water
45 Bend Water
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(SW): 909.49
STR. 30
12" CES
INV(NE): 906.75
STR. MH-ILC2
48" SANITARY MANHOLE
TR: 912.46
INV(N): 905.32
INV(S): 905.22
STR. 13.1
12" CES
TR: 909.56
INV(SE): 908.40
23 LF OF 12" RCP
@ 0.50%
XB
XC
D3
D3
D3
D3 D3
W3
W7
W3
W8
XE
D5
W4
G1
G2
W5
S2
S2
STR. 12.1
Type C MH / R-3287-15
TR: 912.94
INV(N): 909.11
INV(NW): 908.81
STR. 10
27" CES
INV(W): 906.75134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1
SAN C/O. TYPE 2
TR: 914.62
INV(E): 907.00
INV(SW): 907.00
100 LF OF 6" SDR 35 PVC
@ 1.05%
STR. 4.1
24" Sample Structure
INV(S): 910.38
INV(N): 910.79
13 LF OF 6" SDR 35 PVC
@ 25.59%
S4
W2
Null Structure AND VALVE
TEE Water AND VALVE
S1
S2
SAN C/O. TYPE 2
INV(W): 908.05
INV(NE): 908.05
SAN C/O. TYPE 3.
Refer to MEP Plan for
Connection to Building
INV(W): 911.45
D3
S2
TYP.
TYP.
XD
D3
TYP.
TYP.
29 LF O
F
2
7
"
R
C
P
@ 0.2
7
%
STR. 11.5
ADD
UNDERDRAIN
INV 910.5
D1
D1
D1
ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
UTILITY LEGEND
KEYNOTES
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C17
UTILITY PROFILES
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
PLAN VIEW STR. 10-15
SCALE 1"=40'
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
GRANULAR BACKFILL
PER CITY OF CARMEL
STANDARDS AND DETAILS.
SEE STANDARD DRAWING
10-31 AND FOR ALL
UTILITIES IN PUBLIC
RIGHTS-OF-WAY SEE
STANDARD DRAWING
10-32
LEGEND:
C. O.
ADDRESS COMMENTS 2022.07.29
08/22/22
900905910 90090591090591091592090591091592015
R-347214
R-347213 R-3286-8V@ 0.25%SLOPE12
R-3286-8V@ 0.35% SLOPE11
R-3286-8V@ 0.64% SLOPE@ 0.41% SLOPE@ 0.35% SLOPE10
STR.900905910915 900905910915@ 0.28% SLOPE90090591091592090090591091592012"(S)906.7523
R-2560-EA-E1084 LF OF 12" RCP22
R-2560-EA-E10166 LF OF 12" RCP21
R-2560-EA-E10@ 1.96% SLOPE20
STR.905910915920 905910915920
T.R. 912.00R-3286-8VT.R. 912.48R-3286-8V95 LF OF 12" RCP
T.R. 912.00R-3286-8VT.R. 909.55STR.18 LF OF 12" RCP
T.R. 914.00R-3286-8VT.R. 909.56NYLOPLAST 24" INLET23 LF OF 12" RCP12
R-3286-8V122 LF OF 15" RCP
R-347264 LF OF 12" RCP
R-3472T.R. 913.24R-2560-EA-E10@ 2.73% SLOPE
T.R. 907.98???T.R. 911.52R-434218"(W)909.1012"(S)912.5312"(SE)909.9441
R-2560-EA-E10261 LF OF 8" SDR 35 PVC@0.26%SLOPERCP
BOTTOM: 908.12
RCP RCP40@ 1.00% SLOPE@ 1.01% SLOPE24 LF OF 8" SDR 35 PVC
@ 0.42%STR.SANITARY MHRCP134 LF OF 8" SDR 35 PVC27 LF OF 12" RCP
@ 0.33%R-3405ex storm inletCA
911 910.30
TW 911.27
BW 911.31 95 LF OF 12" RCP@ 0.74%" SDR 35 PVC43 LF OF 27" RCP
@ 0.28%
120 LF OF 15" RCP
@ 0.26%
INV(N): 907.22
INV(S): 907.76
INV(E): 907.05
INV(W): 908.29
STR. 11.1
12" CES
TR: 909.55
INV(E): 908.38
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
TR: 913.07
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.44
STR. 11.3
Type C MH / R-3286-8V
TR: 912.48
INV(N): 908.46
INV(SW): 908.56
STR. MH-ILC2
48" SANITARY MANHOLE
TR: 912.46
INV(N): 905.32
INV(S): 905.22
XA
XB
D5 S2
27 LF OF 12" RCP@ 0.5 0%D3
TYP.
29 LF O
F
2
7
"
R
C
P
@ 0.2
7
%
D7
D3
CA
912
913113 LF OF 2143 LF OF 27" RCP
@ 0.28%
STR. 11
Type K MH / R-3286-8V
TR: 912.00
INV(N): 907.22
INV(S): 907.76
INV(E): 907.05
INV(W): 908.29
STR. 11.1
12" CES
TR: 909.55
INV(E): 908.38
STR. MH-ILC2
48" SANITARY MANHOLE
TR: 912.46
INV(N): 905.32
INV(S): 905.22
XB
D3
TYP.
29 LF O
F
2
7
"
RCP@ 0.2
7
%91141 LF OF 6" SDR 35 PVC
STR. 13
Type J MH / R-3286-8V
TR: 914.00
INV(N): 908.12
INV(S): 908.02
INV(SE): 909.20
INV(NE): 909.20
INV(NW): 908.28
DOWNSPOUT BOOT[SEE DETAIL-C22]
DOWNSPOUT BOOT[SEE DETAIL-C22]
STR. 13.1
12" CES
TR: 909.56
INV(SE): 908.40
23 LF OF 12" RCP
@ 0.50%
D3
SAN C/O. TYPE 3.
Refer to MEP Plan for
Connection to Building
INV(W): 911.45
AA
910
907
908
909
911
912
913910TW 911.44
BW 911.54
113 LF OF 21" RCP@ 0.35%64 LF OF 12" RCP@ 0.98%12
2
L
F
O
F
1
5
"
R
C
P
@
0.48
%
21 LF OF 6" SDR 35 PVC
@ 1.06%
32 LF OF 6" SDR 35 PVC
@ 3.93%
72 LF OF 6" SDR 35 PVC
@ 3.02%
STR. 12.2
Type C MH / R-1772
TR: 914.13
INV(S): 909.73
INV(N): 909.83
INV(N): 909.83
STR. 12
Type J MH / R-3286-8V
TR: 912.90
INV(N): 907.72
INV(S): 907.62
INV(SE): 908.22
STR. 11
Type K MH / R-3286-8V
TR: 912.00
INV(N): 907.22
INV(S): 907.76
INV(E): 907.05
INV(W): 908.29
STR. 11.1
12" CES
STR. MH-ILC3
48" SANITARY MANHOLE
INV(S): 906.74
INV(NE): 906.84
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(S): 908.33
STR. MH-ILC2
48" SANITARY MANHOLE
TR: 912.46
INV(N): 905.32
INV(S): 905.22
XB
XC
D3
D3
XE
S2
S2
STR. 12.1
Type C MH / R-3287-15
TR: 912.94
INV(N): 909.11
INV(NW): 908.81134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1
SAN C/O. TYPE 2
TR: 914.62
INV(E): 907.00
INV(SW): 907.00
100 LF OF 6" SDR 35 PVC
@ 1.05%
STR. 4.1
24" Sample Structure
INV(S): 910.38
INV(N): 910.79
13 LF OF 6" SDR 35 PVC
@ 25.59%SAN C/O. TYPE 2
INV(W): 908.05
INV(NE): 908.05
S2
TYP.
TYP.
XD
D3
TYP.
1 41 ST STREET
AB
BA BB
EXISTING FIRE HYDRANT9109089099119129059
1
0
915915 9039049069079
0
8
9
0
9
9
1
1
91
2
91
3
913
9
1
4
914 914TB 904.85
913.86
914.91
913.98
913.89 910.60
913.96261 LF OF 8" SDR 3@ 0.47%109 LF OF 12" RCP@ 1.96%84 LF OF 12" RCP@ 0.53%STR. 23
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
TR: 913.96
INV(SW): 910.43
STR. 21
Type C MH / R-2560-EA-E10
TR: 912.74
STR. 22
Type C MH / R-2560-EA-E10
TR: 913.48
INV(W): 909.88
INV(NE): 909.98
166 LF OF 12" RCP
@ 0.54%
STR. 41
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
TR: 912.82217 LF OF 18" RCP@ 1.00%39 LF OF 18"RCP
@ 1.01%
D1
D5
D5
D5
G1
D1
STR. MH-ILC1
48" SANITARY MANHOLE
TR: 911.27
INV(N): 904.00
INV(W): 903.90
STR. 20
12" CES
INV(S): 906.75
S2
D6
D1
ADD
UNDERDRAIN
INV 910.5
D1
STR. 41.1
Type C MH / R 3405
TR: 912.53
INV(NW): 910.03
PROPOSED DRAINAGE STR. 13- 13.1
905
910
915
920
905
910
915
920
PROPOSED DRAINAGE STR. 12-12.2
905
910
915
920
925
905
910
915
920
925
PROPOSED DRAINAGE STR. 11- 11.1
905
910
915
920
905
910
915
920
PROPOSED DRAINAGE STR. 20- 23
900
905
910
915
920
925
900
905
910
915
920
925 911.31912.711+00 911.73914.18912.12913.282+00 912.58913.43913.11913.753+00912.91914.01912.85914.1212"(SW)910.433+59.3112"(W)909.8812"(NE)909.982+75.1312"(N)908.8912"(E)908.991+09.3912"(S)906.750+00.2323 T.R. 913.96R-2560-EA-E1084 LF OF 12" RCP
@ 0.53% SLOPE
22 T.R. 913.48R-2560-EA-E10166 LF OF 12" RCP
@ 0.54% SLOPE
21 T.R. 912.74R-2560-EA-E10109 LF OF 12" RCP
@ 1.96% SLOPE
20
T.R. 907.92STR.PROPOSED GROUND
EXISTING GROUND
PROPOSED DRAINAGE STR. 11- 11.4
905
910
915
920
905
910
915
920
911.13912.451+00911.19912.52910.99913.781+00911.47913.35911.91913.4521"(N)907.2212"(S)907.7627"(E)907.0512"(W)908.290+05.0012"(N)908.4612"(SW)908.560+99.9511 T.R. 912.00R-3286-8V11.3
T.R. 912.48R-3286-8V95 LF OF 12" RCP
@ 0.74% SLOPE
11
T.R. 912.00R-3286-8V12"(E)908.380+20.8921"(N)907.2212"(S)907.7627"(E)907.0512"(W)908.290+02.7611.1 T.R. 909.55STR.18 LF OF 12" RCP
@ 0.50% SLOPE 18"(N)908.1221"(S)908.026"(SE)909.206"(NE)909.2012"(NW)908.280+02.7812"(SE)908.400+25.5213
T.R. 914.00R-3286-8V13.1
T.R. 909.56NYLOPLAST 24" INLET23 LF OF 12" RCP
@ 0.50% SLOPE
21"(N)907.7221"(S)907.6215"(SE)908.220+03.2312"(S)909.736"(N)909.836"(N)909.831+89.3012"(N)909.1115"(NW)908.811+25.5812
T.R. 912.90R-3286-8V122 LF OF 15" RCP
@ 0.48% SLOPE
12.2 T.R. 914.13R-347264 LF OF 12" RCP
@ 0.98% SLOPE
12.1
T.R. 912.94R-3472PROPOSED GROUND
PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5 ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
KEYNOTES
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C18
UTILITY PROFILES
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
0' 30' 60'
SCALE: 1"=30'
PLAN VIEW STR. 11-11.4
SCALE 1"=30'
PLAN VIEW STR. 11-11.1
SCALE 1"=20'PLAN VIEW STR. 13-13.1
SCALE 1"=20'
PLAN VIEW STR. 12-12.2
SCALE 1"=30'
PLAN VIEW STR. 20-23
SCALE 1"=40'
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
UTILITY LEGEND
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
GRANULAR BACKFILL
PER CITY OF CARMEL
STANDARDS AND DETAILS.
SEE STANDARD DRAWING
10-31 AND FOR ALL
UTILITIES IN PUBLIC
RIGHTS-OF-WAY SEE
STANDARD DRAWING
10-32
LEGEND:
C. O.
SANITARY SEWER LINE
ADDRESS COMMENTS 2022.07.29
08/22/22
PROPOSED DRAINAGE STR. 30 - STR. 31
905
910
915
920
905
910
915
920
912.93912.931+00913.48913.48PROPOSED DRAINAGE STR. EX1-OCS1
900
905
910
915
920
900
905
910
915
920
PROPOSED DRAINAGE STR.EX.1-41
905
910
915
920
905
910
915
920
1+00 2+00 911.81913.12911.26911.961+00911.06912.1112"(SW)909.491+19.4512"(NE)906.750+19.1431
T.R. 913.24R-2560-EA-E10100 LF OF 12" RCP
@ 2.73% SLOPE
30
T.R. 907.98???OCS 1.0A
T.R. 909.85R-434218"(W)909.1012"(S)912.5312"(SE)909.942+59.8441
T.R. 912.82R-2560-EA-E1015"(W)906.751+23.55119 LF OF 15" RCP
@ 0.26% SLOPE
PROPOSED GROUND
PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
RCP
BOTTOM: 908.12
40
T.R. 912.88R-1714217 LF OF 18" RCP
@ 1.00% SLOPE
39 LF OF 18" RCP
@ 1.01% SLOPE
12"(N)909.4012"(E)909.502+21.1927 LF OF 12" RCP
@ 0.33%12"(NW)910.03???41.1 T.R. 912.53R-3405EX.1 T.R. 909.47ex storm inletCB
TB 904.85
912.55
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(SW): 909.49
STR. 30
12" CES
INV(NE): 906.75
ADD
UNDERDRAIN
INV 910.5
897898897898TB 904.85
910.30
TW 911.27
BW 911.31 95 LF OF 12" RCP@ 0.74%43 LF OF 27" RCP
@ 0.28%
119 LF OF 15" RCP
@ 0.26%
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
TR: 913.07
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.44
STR. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.75
STR. 11.3
Type C MH / R-3286-8V
TR: 912.48
INV(N): 908.46
XA
D5 S2
27 LF OF 12" RCP@ 0.50%
27" CES
INV(W): 906.75
D3
TYP.
%
STR. 11.5
TYPE L MH / R1772
DIVERSION STRUCTURE / <3681>
TR: 912.86
INV(W): 906.93
INV(E): 906.83
INV(SW): 908.22
D7
D3
D8
1 41 ST STREET
AB
BA
CA
9008978988999019029039009059
1
0
915915 8978988999019029039049069079
08
9
0
9
9
1
1
91
2
91
3
913
9
1
4
914 914911TB 904.85
TB 904.85
TB 904.85
913.89 910.60
910.30
TW 911.27
BW 911.31
95 LF OF 12" RC@ 0.74%261 LF OF 8" SDR 35 PVC@ 0.47%109 LF OF 12" RCP@ 1.96%119 LF OF 15" RCP
@ 0.26%
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
TR: 913.07
STR. 21
Type C MH / R-2560-EA-E10
TR: 912.74
INV(N): 908.89
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.44
STR. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.75
166 LF OF 12" RCP
@ 0.54%
STR. 41
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
TR: 912.82
INV(W): 909.10217 LF OF 18" RCP@ 1.00%STR. 11.3
Type C MH / R-3286-8V
TR: 912.48
INV(N): 908.46
INV(SW): 908.56
39 LF OF 18" RCP
@ 1.01%STR. 40
Type C MH / R-1714
TR: 912.88
INV(N): 908.61
INV(E): 908.71
XA
D5
D5
D5
S2
STR. MH-ILC1
48" SANITARY MANHOLE
TR: 911.27
INV(N): 904.00
INV(W): 903.90
24 LF OF 8" SDR 35 PVC
@ 0.42%27 LF OF 12" RCP@ 0.50%
STR. 11.4
12" CES
INV(NE): 908.70 STR. 20
12" CES
INV(S): 906.75
S2
CONNECT TO EXISTING
8" PVC AND EXTEND TO
NEW MH-ILC1
D6
DIVERSION STRUCTURE / <3681>
TR: 912.86
INV(W): 906.93
INV(E): 906.83
INV(SW): 908.22
27 LF OF 12" RCP
D7
D3
STR. 41.1
Type C MH / R 3405
TR: 912.53
INV(NW): 910.03
D8
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/15/22GENERAL NOTES
KEYNOTES
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C19
UTILITY PROFILESISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
0' 30' 60'
SCALE: 1"=30'
PLAN VIEW STR. 30-31
SCALE 1"=20'
PLAN VIEW STR. EX01-OCS1
SCALE 1"=20'
PLAN VIEW STR.EX.1-41
SCALE 1"=40'
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
UTILITY LEGEND
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
GRANULAR BACKFILL
PER CITY OF CARMEL
STANDARDS AND DETAILS.
SEE STANDARD DRAWING
10-31 AND FOR ALL
UTILITIES IN PUBLIC
RIGHTS-OF-WAY SEE
STANDARD DRAWING
10-32
LEGEND:
C. O.
ADDRESS COMMENTS 2022.07.29
08/22/22
PROPOSED SANITARY EX PIPE-4.0
900
905
910
915
920
900
905
910
915
920
911.09911.701+00 911.00912.60911.02912.922+00 911.19912.90911.02912.623+00 910.90912.72910.84913.454+00910.78913.72911.15914.698"(S)906.746"(NE)906.844+18.40MH-ILC3
T.R. 914.02261 LF OF 8" SDR 35 PVC
@ 0.47% SLOPE
PROPOSED GROUND
EXISTING GROUND
PROFILE VIEW: 30:5
RCP
BOTTOM: 906.41
RCP
BOTTOM: 908.16
24 LF OF 8" SDR 35 PVC
@ 0.42%8"(N)904.118"(W)904.010+24.61MH-ILC1
T.R. 911.27STR.CONCRETE CRADLE PER
TRICO DETAIL
CONNECT NEW 8" SDR 35 PVC TO EXISTING PVC PER
TRICO STANDARDS AND DETAILS. INV: ME ±903.80'
CONCRETE CRADLE PER
TRICO DETAIL
8"(N)905.328"(S)905.222+84.79MH-ILC2
T.R. 912.46SANITARY MHRCP
BOTTOM: 906.72
CONCRETE CRADLE
PER TRICO DETAIL
134 LF OF 8" SDR 35 PVC
@ 1.06% SLOPE
8" SANITARY MAIN BEGINS SHELBORNE ROADPROPOSED BUILDING
UPPER LEVEL FFE: 920.52'
LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW
WEIR)
AB
AA
BA BB
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
CA CB
DA DB
91 0
907
908
909
911
912
91 3
9009059108978988999019029039049069079089099119129139149149009059
1
0
915915 8978988999019029039049069079
0
8
90
9
9
1
1
91
2
91
3
9
1
4914911910911911 915914TB 904.85
TB 904.85
TB 904.85
TB 904.85
914.91
914.56
913.98
913.89 910.60
910.30
912.55
913.96
914.47
913.96
TW 911.27
BW 911.31
TW 911.44
BW 911.54
118 LF OF 21" RCP
@ 0.25% 113 LF OF 21" RCP@ 0.35%95 LF OF 12" RCP@ 0.74%64 LF OF 12" RCP@ 0.98%12
2
L
F
OF
1
5
" R
C
P
@
0
.
4
8
%261 LF OF 8" SDR 35 PVC@ 0.47%43 LF OF 27" RCP
@ 0.28%
21 LF OF 6" SDR 35 PVC
@ 1.06%
5 LF OF 6" SDR 35 PVC
@ 1.06%32 LF OF 6" SDR 35 PVC
@ 3.93%
41 LF OF 6" SDR 35 PVC
@ 4.33%
72 LF OF 6" SDR 35 PVC
@ 3.02%F OF 12" RCP@ 1.96%84 LF OF 12" RCP@ 0.53%120 LF OF 15" RCP
@ 0.26%
STR. 13
Type J MH / R-3286-8V
TR: 914.00
INV(N): 908.12
INV(S): 908.02
INV(SE): 909.20
INV(NE): 909.20
INV(NW): 908.28
STR. 12.2
Type C MH / R-1772
TR: 914.13
INV(S): 909.73
INV(N): 909.83
INV(N): 909.83
STR. 12
Type J MH / R-3286-8V
TR: 912.90
INV(N): 907.72
INV(S): 907.62
INV(SE): 908.22
STR. 11
Type K MH / R-3286-8V
TR: 912.00
INV(N): 907.22
INV(S): 907.76
INV(E): 907.05
INV(W): 908.29
STR. 11.1
12" CES
TR: 909.55
INV(E): 908.38
STR. MH-ILC3
48" SANITARY MANHOLE
INV(S): 906.74
INV(NE): 906.84
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
TR: 913.07
STR. RD06
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
PIV
WATER TEE AND VALVE
FIRE HYDRANT ASSEMBLY
Refer to MEP Plan for Connection to
Building
INV: 910.96
Refer to MEP Plan for Connection to
Building
INV: 910.96
Building
INV: 910.96
INV:912.96
STR. RD04.3
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. 3.4
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(S): 908.33
STR. 23
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
TR: 913.96
INV(SW): 910.43
STR. SP01
Cleanout. Refer to MEP Plan for
Connection to Building and Backflow
Preventer
INV(S): 912.00
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.44
STR. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.75
45 Bend Water
45 Bend Water
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(SW): 909.49
217 LF OF 18" RCP@ 1.00%STR. 30
12" CES
INV(NE): 906.75
STR. 11.3
Type C MH / R-3286-8V
TR: 912.48
INV(N): 908.46
INV(SW): 908.56
STR. MH-ILC2
48" SANITARY MANHOLE
TR: 912.46
INV(N): 905.32
INV(S): 905.22
INV(SE): 908.40
XA
XB
XC
D3
D3
D3
W3
W8
XE
D5
D5
D5
D5
W4
G1
W5
D1
S2
S2
S2
STR. MH-ILC1
48" SANITARY MANHOLE
TR: 911.27
INV(N): 904.00
INV(W): 903.90
24 LF OF 8" SDR 35 PVC
@ 0.42%27 LF OF 12" RCP@ 0 .50%
STR. 11.4
12" CES
INV(NE): 908.70
STR. 12.1
Type C MH / R-3287-15
TR: 912.94
INV(N): 909.11
INV(NW): 908.81
STR. 10
27" CES
INV(W): 906.75
STR. 20
12" CES
INV(S): 906.75
S2 134 LF OF 8" SDR 35 PVC@ 1.06%STR. 3.1
SAN C/O. TYPE 2
TR: 914.62
INV(E): 907.00
INV(SW): 907.00
100 LF OF 6" SDR 35 PVC
@ 1.05%
STR. 4.1
24" Sample Structure
INV(S): 910.38
INV(N): 910.79
13 LF OF 6" SDR 35 PVC
@ 25.59%
S4
W2
Null Structure AND VALVE
TEE Water AND VALVE
S1
S2
SAN C/O. TYPE 2
INV(W): 908.05
INV(NE): 908.05
SAN C/O. TYPE 3.
Refer to MEP Plan for
Connection to Building
INV(W): 911.45
CONNECT TO EXISTING
8" PVC AND EXTEND TO
NEW MH-ILC1
D3
S2
TYP.
TYP.
XD
D3
TYP.
TYP.
29 LF
O
F
2
7
"
RCP@ 0.27
%
STR. 11.5
TYPE L MH / R1772
DIVERSION STRUCTURE / <3681>
TR: 912.86
INV(W): 906.93
INV(E): 906.83
INV(SW): 908.22
D7
ADD
UNDERDRAIN
INV 910.5
ADD
UNDERDRAIN
INV 910.5
D1
D1
D1
D1
D3
POND 100 YEAR ELEV: 909.47'
POND 10 YEAR ELEV: 908.29'
POND 2 YEAR ELEV: 907.63'
NORMAL POOL ELEV: 906.75'
D8
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
KEYNOTES
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C20
UTILITY PROFILESISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
PLAN VIEW EXISTING PIPE-MH-ILC3
SCALE 1"=40'
UTILITY LEGEND
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
GRANULAR BACKFILL
PER TRICO SANITARY
SEWER TRENCHING,
BEDDING AND BACKFILL
DETAIL AND FOR ALL
UTILITIES IN PUBLIC
RIGHTS-OF-WAY SEE
STANDARD DRAWING
10-32
MH-ILC3
LEGEND:
C. O.
ADDRESS COMMENTS 2022.07.16 & 25
ADDRESS COMMENTS 2022.07.29
08/22/22
STORM SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
10
11
11.1
11.2
11.3
11.4
11.5
12
12.1
12.2
13
13.1
14
15
20
21
22
23
30
31
STRUCTURE / CASTING TYPE
27" CES
Type K MH / R-3286-8V
12" CES
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
Type C MH / R-3286-8V
12" CES
TYPE L MH / R1772
DIVERSION STRUCTURE
Type J MH / R-3286-8V
Type C MH / R-3287-15
Type C MH / R-1772
Type J MH / R-3286-8V
12" CES
Type J MH / R-3286-8V
Type C MH / R-3287-15
12" CES
Type C MH / R-2560-EA-E10
Type C MH / R-2560-EA-E10
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
12" CES
Type C MH / R-2560-EA-E10
T.O.R.
909.27
912.00
909.55
913.07
912.48
909.86
912.86
912.90
912.94
914.13
914.00
909.56
913.61
913.26
907.92
912.74
913.48
913.96
907.98
913.24
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
27" RCP 906.75 (W) [11.5]
21" RCP 907.22 (N) [12]
12" RCP 907.76 (S) [11.3]
12" RCP 908.29 (W) [11.1]
12" RCP 908.56 (SW) [11.4]
27" RCP 906.93 (W) [11]
18" HDPE 908.22 (SW) [11.2]
21" RCP 907.72 (N) [13]
15" RCP 908.22 (SE) [12.1]
12" RCP 909.11 (N) [12.2]
6" PVC SDR 35 909.83 (N) [Structure - (184)]
6" PVC SDR 35 909.83 (N) [SP01]
18" RCP 908.12 (N) [14]
6" PVC SDR 35 909.20 (SE) [RD06]
6" PVC SDR 35 909.20 (NE) [RD05]
12" RCP 908.28 (NW) [13.1]
12" RCP 908.84 (E) [15]
6" PVC SDR 35 908.84 (SE) [RD02]
12" RCP 906.75 (S) [21]
12" RCP 908.99 (E) [22]
12" RCP 909.98 (NE) [23]
12" RCP 906.75 (NE) [31]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
27" RCP 907.05 (E) [11.5]
12" RCP 908.38 (E) [11]
18" HDPE 908.44 (NE) [11.5]
12" RCP 908.46 (N) [11]
12" RCP 908.70 (NE) [11.3]
27" RCP 906.83 (E) [10]
21" RCP 907.62 (S) [11]
15" RCP 908.81 (NW) [12]
12" RCP 909.73 (S) [12.1]
21" RCP 908.02 (S) [12]
12" RCP 908.40 (SE) [13]
18" RCP 908.74 (S) [13]
12" RCP 909.56 (W) [14]
12" RCP 908.89 (N) [20]
12" RCP 909.88 (W) [21]
12" RCP 910.43 (SW) [22]
12" RCP 909.49 (SW) [30]
OUTGOING
PIPE L.F.
43'
18'
12'
95'
27'
29'
113'
122'
64'
118'
23'
151'
113'
109'
166'
84'
100'
OUTGOING
PIPE SIZE
27"
12"
18"
12"
12"
27"
21"
15"
12"
21"
12"
18"
12"
12"
12"
12"
12"
OUTGOING
GRADE (%)
0.28%
0.50%
1.78%
0.74%
0.50%
0.27%
0.35%
0.48%
0.98%
0.25%
0.50%
0.41%
0.64%
1.96%
0.54%
0.53%
2.73%
CONNECT TO
STRUCT
11.5
11
11.5
11
11.3
10
11
12
12.1
12
13
13
14
20
21
22
30
REMARKS
STORM SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
40
41
41.1
CES 2
CES 3
EX. 41.1
EX.1
OCS 1.0A
RD 02.1
RD01
RD02
RD02.2
RD2.3
RD03
RD04
RD04.1
RD04.2
RD04.3
RD05
RD06
STRUCTURE / CASTING TYPE
Type C MH / R-1714
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
Type C MH / R 3405
18" CES
18" CES
Null Structure
EXISTING STRUCTURE
OCS[SEE DETAIL-C22]/ R-4342
ROOF DRAIN
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
T.O.R.
912.88
912.82
912.53
917.86
917.46
911.68
909.47
911.52
911.52
911.62
911.42
911.62
911.62
912.98
912.93
912.95
912.98
912.98
911.48
911.48
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
18" RCP 908.71 (E) [41]
12" 12" CMP 912.53 (S) [Ex. 41.1]
12" RCP 909.94 (SE) [41.1]
18" RCP 912.56 (S) [CES 2]
15" RCP 906.44 (E) [OCS 1.0A]
18" RCP 906.44 (S) [40]
6" PVC SDR 35 911.00 (E) [RD2.3]
6" PVC SDR 35 911.00 (SE) [RD02.2]
6" PVC SDR 35 910.90 (E) [RD 02.1]
6" PVC SDR 35 910.90 (SE) [RD01]
6" PVC SDR 35 912.42 (E) [RD04.1]
6" PVC SDR 35 912.42 (NE) [RD03]
6" PVC SDR 35 912.44 (NE) [RD04.2]
6" PVC SDR 35 912.44 (E) [RD04.3]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
18" RCP 908.61 (N) [EX.1]
18" RCP 909.10 (W) [40]
12" RCP 910.03 (NW) [41]
18" RCP 912.82 (N) [CES 3]
12" 12" CMP 910.52 (N) [41]
15" RCP 906.75 (W) [EX.1]
6" PVC SDR 35 911.00 (W) [RD02]
6" PVC SDR 35 911.10 (NW) [RD02]
6" PVC SDR 35 910.90 (NW) [14]
6" PVC SDR 35 911.10 (NW) [RD 02.1]
6" PVC SDR 35 911.10 (W) [RD 02.1]
6" PVC SDR 35 912.46 (SW) [RD04]
6" PVC SDR 35 912.42 (S) [Structure - (184)]
6" PVC SDR 35 912.44 (W) [RD04]
6" PVC SDR 35 912.46 (SW) [RD04.1]
6" PVC SDR 35 912.46 (W) [RD04.1]
6" PVC SDR 35 910.96 (SW) [13]
6" PVC SDR 35 910.96 (NW) [13]
OUTGOING
PIPE L.F.
217'
39'
27'
77'
38'
120'
2'
4'
155'
5'
4'
5'
32'
4'
5'
4'
44'
41'
OUTGOING
PIPE SIZE
18"
18"
12"
18"
12"
15"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
OUTGOING
GRADE (%)
1.00%
1.01%
0.33%
0.33%
-5.33%
0.26%
4.78%
4.66%
1.33%
1.83%
2.30%
0.90%
3.93%
0.50%
0.52%
0.69%
3.96%
4.33%
CONNECT TO
STRUCT
EX.1
40
41
CES 3
41
EX.1
RD02
RD02
14
RD 02.1
RD 02.1
RD04
STRUCTURE - (184)
RD04
RD04.1
RD04.1
13
13
REMARKS
STORM SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
SP01
STRUCTURE - (184)
STRUCTURE / CASTING TYPE
Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer
Null Structure
T.O.R.
912.52
911.68
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
6" PVC SDR 35 911.16 (N) [RD04]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
6" PVC SDR 35 912.00 (S) [12.2]
6" PVC SDR 35 911.16 (S) [12.2]
OUTGOING
PIPE L.F.
72'
44'
OUTGOING
PIPE SIZE
6"
6"
OUTGOING
GRADE (%)
3.02%
3.03%
CONNECT TO
STRUCT
12.2
12.2
REMARKS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
PLOT SCALE: 1:1 EDIT DATE: 8/8/22 - 10:43 AM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
UTILITY LEGEND
KEYNOTES
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C21
UTILITY TABLESISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
ADDITIONAL NOTES:
FIRE DEPARTMENT:
1. FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND
APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON
THE CONSTRUCTION SITE.
2. APPROVED ASPHALT FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO AND THROUGH THE CONSTRUCTION SITE DURING
CONSTRUCTION. FIRE APPARATUS ACCESS ROAD MUST BE CAPABLE
OF SUPPORTING THE WEIGHT OF FIRE APPARATUS AND MAINTAINED
CLEAR AT ALL TIMES.
STORMWATER:
1. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
0' 30' 60'
SCALE: 1"=30'
08/22/22
1 41 ST STREET SHELBORNE ROADA
TR: 912.00'
FLOOD ELEV: ±913.26'
TR: 912.89'
FLOOD ELEV: ±913.06'
TR: 912.93'
FLOOD ELEV: ±913.23'
TR: 912.47'
FLOOD ELEV: ±912.76'
TR: 913.25'
FLOOD ELEV: ±914.56'
TR: 913.96'
FLOOD ELEV: ±914.20'
TR: 913.70'
FLOOD ELEV: ±913.92'
TR: 912.73'
FLOOD ELEV: ±913.28'
TR: 908.38'
FLOOD ELEV: ±910.73'
OVERFLOW FLOOD ROUTING WILL BE CONVEYED
THROUGH THE OUTLET CONTROL STRUCTURE
OVERFLOW GRATE(R-4342)
TR: 909.86'
FLOOD ELEV: ±909.86'TR: 908.69'
FLOOD ELEV: ±910.73'PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:15 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EMERGENCY FLOOD ROUTING CENTER.DWGPRINT DATE: 8/8/220'
GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
EMERGENCY FLOOD
ROUTING LEGEND
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
KEYNOTES
20' 40'
SCALE: 1"=20'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C22
EMERGENCY
FLOOD ROUTING
SOUTH ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
LEGEND:
C. O.
EMERGENCY FLOOD AREA
OVERFLOW ROUTE DIRECTION
ADDRESS COMMENTS 2022.07.29
08/22/22
SHELBORNPROPOSED BUILDING
UPPER LEVEL FFE: 920.52'
LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW WEIR)
TR: 912.89'
FLOOD ELEV: ±913.06'
TR: 912.93'
FLOOD ELEV: ±913.23'
TR: 913.99
FLOOD ELEV: ±914.45'
TR: 913.26'
FLOOD ELEV: ±913.56'
TR: 908.39'
FLOOD ELEV: ±910.73'
FLOOD ELEV: ±910.73'
TR: 913.25'
FLOOD ELEV: ±914.23'TR: 913.60'
FLOOD ELEV: ±914.55'PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:15 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EMERGENCY FLOOD ROUTING CENTER.DWGPRINT DATE: 8/8/220'
GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
1. IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10. ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11. IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
KEYNOTES
20' 40'
SCALE: 1"=20'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C23
EMERGENCY
FLOOD ROUTING
CENTER ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
EXISTING LEGEND
LEGEND:
C. O.
EMERGENCY FLOOD
ROUTING LEGEND
EMERGENCY FLOOD AREA
OVERFLOW ROUTE DIRECTION
ADDRESS COMMENTS 2022.07.29
08/22/22
POND ALIGNMENT AA-AB
895
900
905
910
915
920
895
900
905
910
915
920
911.34909.391+00 911.03896.75911.11896.752+00 911.55896.75911.77904.853+00
POND ALIGNMENT BA-BB
895
900
905
910
915
920
895
900
905
910
915
920
910.64903.281+00911.16896.75911.74904.85POND ALIGNMENT CA-CB
895
900
905
910
915
920
895
900
905
910
915
920
911.03904.281+00911.67896.75912.41904.85PROPOSED
GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
2
5.
0
0
%0.00% 33.33%33.33%0.00%25.00%2
5.00%
0.00% 33.32%33.33%0.00%25.00%25
.
0
0%
0.00%31.40%33.00%0.00%24.51%OCS[SEE DETAIL-C22]/ R-4342
TR: 911.52
INV(W): 906.75 10-YEAR ELEV.: 908.29'
100-YEAR ELEV.: 909.46'
NORMAL POOL: 906.75'
10-YEAR ELEV.: 908.29'
100-YEAR ELEV.: 909.46'
NORMAL POOL: 906.75'
10-YEAR ELEV.: 908.29'
100-YEAR ELEV.: 909.46'
NORMAL POOL: 906.75'
SWALE ALIGNMENT DA-DB
905
910
915
920
905
910
915
920
PROPOSED GROUND
EXISTING GROUND
NATIVE VEGETATION EXTENTS
6.03%
13.17%PLOT SCALE: 1:1 EDIT DATE: 8/15/22 - 7:27 AM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 8/15/22STORM SEWER & SANITARY SEWER CLEANOUT
NOT TO SCALEPAVEMENT UNDERDRAIN DETAIL
NOT TO SCALE
PIPE BEDDING
NOT TO SCALE
UTILITY DETAILSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
UTILITY CROSSING TABLE
XA: BOTTOM 15" STORM INV: 906.42*
TOP 8" SANITARY: 905.60*
XB: BOTTOM 27" STORM INV: 906.68*
TOP 6" SANITARY: 905.93*
XC: BOTTOM 15" STORM INV: 908.16*
TOP 6" SANITARY: 906.87*
XD: BOTTOM 6" ROOF DRAIN INV: 911.14
TOP 6" SANITARY: 908.17
XE: BOTTOM 6" ROOF DRAIN INV: 911.17
TOP 6" SANITARY: 908.47
*MAINTAIN 18" VERTICAL SEPARATION
INSTALL 18" CONC. CRADLE WHEN
SEPARATION IS LESS THAN 18"
C24
6" DIAMETER
CONTROL ORIFICE
INV. ELEV = 906.75'
POND OUTLET CONTROL STRUCTURE
NOT TO SCALE
CONNECT TO OUTGOING PIPE
INV. ELEV = 906.75'
BASE AND FOOTING PER
MANHOLE STANDARD
EMERGENCY SPILLWAY
NEENAH R-4342 INLET
GRATE OR APPROVED
EQUAL. ELEV= 909.85'
6" DIAMETER
CONTROL ORIFICE
INV. ELEV = 908.66'
Ø48" DIAMETER
PRE-CAST MANHOLE
EMERGENCY RAMP TO POND
NOT TO SCALE
ADDRESS COMMENTS 2022.07.29
08/22/22
UTILITY DETAILS
PLOT SCALE: 1:1 EDIT DATE: 8/7/22 - 11:29 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 8/8/22ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
C25
MIN. CROSSOVER & SEPARATION REQUIREMENTS
FOR WATER MAINS AND SEWERS
NOT TO SCALE
THRUST BLOCK INSTALLATION
NOT TO SCALE
FREE OF
CONCRETE
CONCRETE
THRUST BLOCKING
TO BE FORMED
08/22/22
UTILITY DETAILS
PLOT SCALE: 1:1 EDIT DATE: 8/7/22 - 11:29 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 8/8/22ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
C25.1
08/22/22
UTILITY DETAILS
PLOT SCALE: 1:1 EDIT DATE: 8/7/22 - 11:29 PM EDITED BY: JLASCH DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\UTILITY DETAILS.DWGPRINT DATE: 8/8/22ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
4" DROP THROUGH
SAMPLE PORT INVERTS
C26TriCo Standard Detail | 1,000 GALLON EXTERNAL INTERCEPTOR
08/22/22
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C26]
TR: 913.07ERER
ERERER ERER ERERERER
ER ERER
A
A
A
B
B
B
B
C
C
C
B
B
B
B
B
YbvA
YclA
YclA
YbvA
YbvA
YbvA
YclA
YclA 900900905
897897
898898
899899
901902903904
906
907
908909
905906
914914912 915915915
914914914914
910916
911910915911912913914900908B
B
B
PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:14 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
EROSION CONTROL LEGEND
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
EROSION CONTROL
PLAN SOUTHISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE
RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED
FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT
OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE
ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER
RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING
MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS
SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT
SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT
SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL
DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER
EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE
COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN
CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF
SITE. BURNING IS NOT ALLOWED ON SITE.
11. THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON
COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014.
12. SCHEDULE OF EARTHWORK ACTIVITIES:
A. THE DURATION OF THE TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY
VEGETATION OR MULCHING SHALL BE USED TO PROTECT
EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14
DAYS OR AS DIRECTED BY THE ENGINEER.
B. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE
YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN
SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS
POSSIBLE.
C. STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL
HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF
IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS.
13. ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
14. ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE
INSTALLED PRIOR TO DEMOLITION.
668
EXISTING CONTOUR
PROPOSED CONTOUR
CONSTRUCTION LIMITS
CONSTRUCTION FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
PORT-O-LET LOCATION
TEMPORARY MATERIAL
STORAGE AREA
TEMPORARY TRASH
STORAGE AREA
TEMPORARY SOIL
STORAGE AREA
AREA SUBJECT TO TEMPORARY
SEEDING DURING CONSTRUCTION
AND PERMANENT SEEDING AND / OR
VEGETATION AFTER CONSTRUCTION.
REFER TO NOTES ON SHEET C010 FOR
GENERAL APPLICABILITY. REFER TO
LANDSCAPE ARCHITECT FOR SEEDING
REQUIREMENTS.
EROSION CONTROL GROUND COVER
AS APPROVED BY THE ENGINEER
GRAVEL CONSTRUCTION ENTRANCE
OUTLET PROTECTION (10' LENGTH)
HYDROLOGIC SOIL GROUP
BOUNDARY
YbvA Brookston Silty Clay
YclA Crosby Silt Loam
EROSION ROLL
RIP-RAP TO REMAIN
DRAINAGE & BMP EASEMENT
A. VEGETATED SWALE PROTECTION SIGNAGE
ROCK DONUT
B. VEGETATED SWALE
C. POND BANKS
NATIVE VEGETATION. SEE LANDSCAPE
PLANS FOR PLANT MIX
LEGEND:
C. O.
30' 40'
SCALE: 1"=30'
KEY NOTES
C27
ADDRESS COMMENTS 2022.07.29
08/22/22
150'20'ER
ER
ER
ER
ERERERERERERERA
B
B
YbvA
YbvA
YbvA
YclA
YclA
YclA
913914916
91
4
916916
914912915
914914915915913 913913913915
913
91
4 914916910 910
911
912
PROPOSED BUILDING
UPPER LEVEL FFE: 920.52'
LOWER LEVEL
(BASEMENT) FFE: 907.85
MFPG: 915.55'
MLAG: 914.68' (ROAD)
911.85' (OVERFLOW
WEIR)
B
B
B
PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:14 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
EROSION CONTROL LEGEND
30' 40'
SCALE: 1"=30'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
EROSION CONTROL
PLAN CENTERISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE
RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED
FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT
OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE
ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER
RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING
MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS
SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT
SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT
SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL
DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER
EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE
COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN
CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF
SITE. BURNING IS NOT ALLOWED ON SITE.
11. THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON
COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014.
12. SCHEDULE OF EARTHWORK ACTIVITIES:
A. THE DURATION OF THE TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY
VEGETATION OR MULCHING SHALL BE USED TO PROTECT
EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14
DAYS OR AS DIRECTED BY THE ENGINEER.
B. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE
YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN
SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS
POSSIBLE.
C. STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL
HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF
IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS.
13. ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
14. ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE
INSTALLED PRIOR TO DEMOLITION.
668
EXISTING CONTOUR
PROPOSED CONTOUR
CONSTRUCTION LIMITS
CONSTRUCTION FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
PORT-O-LET LOCATION
TEMPORARY MATERIAL
STORAGE AREA
TEMPORARY TRASH
STORAGE AREA
TEMPORARY SOIL
STORAGE AREA
AREA SUBJECT TO TEMPORARY
SEEDING DURING CONSTRUCTION
AND PERMANENT SEEDING AND / OR
VEGETATION AFTER CONSTRUCTION.
REFER TO NOTES ON SHEET C010 FOR
GENERAL APPLICABILITY. REFER TO
LANDSCAPE ARCHITECT FOR SEEDING
REQUIREMENTS.
EROSION CONTROL GROUND COVER
AS APPROVED BY THE ENGINEER
GRAVEL CONSTRUCTION ENTRANCE
OUTLET PROTECTION (10' LENGTH)
HYDROLOGIC SOIL GROUP
BOUNDARY
YbvA Brookston Silty Clay
YclA Crosby Silt Loam
EROSION ROLL
RIP-RAP TO REMAIN
DRAINAGE & BMP EASEMENT
A. VEGETATED SWALE PROTECTION SIGNAGE
ROCK DONUT
B. VEGETATED SWALE
C. POND BANKS
NATIVE VEGETATION. SEE LANDSCAPE
PLANS FOR PLANT MIX
EXISTING LEGEND
LEGEND:
C. O.
EROSION CONTROL LEGEND
C28
08/22/22
ERERERERPLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:14 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\EROSION CONTROL PLAN SOUTH.DWGPRINT DATE: 8/8/22GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
EROSION CONTROL
PLAN NORTH
EROSION CONTROL LEGEND
ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
GCD
ADDRESS COMMENTS 2022.07.05
1. LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE
RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED
FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT
OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE
ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER
RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING
MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS
SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT
SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT
SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL
DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER
EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE
COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN
CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF
SITE. BURNING IS NOT ALLOWED ON SITE.
11. THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR HAMILTON
COUNTY, INDIANA PANEL 18057C0205G DATED 11/19/2014.
12. SCHEDULE OF EARTHWORK ACTIVITIES:
A. THE DURATION OF THE TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY
VEGETATION OR MULCHING SHALL BE USED TO PROTECT
EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14
DAYS OR AS DIRECTED BY THE ENGINEER.
B. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE
YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN
SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS
POSSIBLE.
C. STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL
HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF
IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS.
13. ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
14. ALL CONTROLS FROM THE EROSION CONTROL PLAN MUST BE
INSTALLED PRIOR TO DEMOLITION.
668
EXISTING CONTOUR
PROPOSED CONTOUR
CONSTRUCTION LIMITS
CONSTRUCTION FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
PORT-O-LET LOCATION
TEMPORARY MATERIAL
STORAGE AREA
TEMPORARY TRASH
STORAGE AREA
TEMPORARY SOIL
STORAGE AREA
AREA SUBJECT TO TEMPORARY
SEEDING DURING CONSTRUCTION
AND PERMANENT SEEDING AND / OR
VEGETATION AFTER CONSTRUCTION.
REFER TO NOTES ON SHEET C010 FOR
GENERAL APPLICABILITY. REFER TO
LANDSCAPE ARCHITECT FOR SEEDING
REQUIREMENTS.
EROSION CONTROL GROUND COVER
AS APPROVED BY THE ENGINEER
GRAVEL CONSTRUCTION ENTRANCE
OUTLET PROTECTION (10' LENGTH)
HYDROLOGIC SOIL GROUP
BOUNDARY
YbvA Brookston Silty Clay
YclA Crosby Silt Loam
EROSION ROLL
RIP-RAP TO REMAIN
DRAINAGE & BMP EASEMENT
A. VEGETATED SWALE PROTECTION SIGNAGE
ROCK DONUT
B. VEGETATED SWALE
C. POND BANKS
NATIVE VEGETATION. SEE LANDSCAPE
PLANS FOR PLANT MIX
EXISTING LEGEND
LEGEND:
C. O.
30' 40'
SCALE: 1"=30'
EROSION CONTROL LEGEND
C29
08/22/22
6" MIN. INDOT GRADATION NO. 2
CRUSHED STONE ON GEOTEXTILE
FABRIC
STORM SEWER INLET
C30
EROSION CONTROL
DETAILS
EROSION CONTROL NOTES:
1. CONSTRUCTION ACTIVITY SHALL CONSIST OF UTILITIES, GRADING, AND STORM SEWER SYSTEM.
2. PRELIMINARY CONSTRUCTION SCHEDULE: CONSTRUCTION SHALL BEGIN IN THE SUMMER 2022. COMPLETION
OF THE PROJECT IS ANTICIPATED IN 2024. THIS SCHEDULE IS SUBJECT TO CHANGE.
3. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A
WAY THAT WILL MINIMIZE EROSION.
4. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY
ON SITE INSPECTION.
7. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A
MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
8. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY
STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS
REQUIRED.
9. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARED
SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
10. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND
RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
11. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE
PIPE ENDS SHALL BE SURROUNDED BY ROCK DONUTS.
12. EXISTING VEGETATION SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY.
13. THERE ARE NO BORROW AREAS OTHER THAN THOSE DESIGNATED.
14. ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE PLACED BEFORE ANY LAND DISTURBING ACTIVITIES.
15. SCHEDULE OF EROSION CONTROL ACTIVITIES:
a. INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE.
REMOVE INLET PROTECTION FOR PAVING OPERATION. REPLACE INLET PROTECTION AFTER PAVING IS
COMPLETE. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDED
AREAS BEHIND THE CURB.
b. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM.
THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE
USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR
ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
c. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL
OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL
DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE.
16. APPLY FERTILIZER AT A RATE ADEQUATE TO PROVIDE 1 LB. OF ACTUAL NITROGEN PER 1,000 SQUARE FEET.
USE COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER CONSISTING OF FAST AND SLOW
RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OF UREA-FORM,
PHOSPHOROUS, AND IN FOLLOWING COMPOSITION:
a. FERTILIZER FOR LAWNS: PROVIDE A FAST RELEASE FERTILIZER WITH A COMPOSITION OF 1 LB PER 1,000
SQ. FT. OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM BY WEIGHT.
b. SLOW-RELEASE FERTILIZER FOR TREES AND SHRUBS: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT
WATER-INSOLUBLE NITROGEN, PHOSPHOROUS AND POTASSIUM MADE UP OF A COMPOSITION BY
WEIGHT OF 5 PERCENT.
18. ADD LIME TO TOPSOIL TO OBTAIN A pH RANGE OF 6.0 TO 7.0. LIME SHALL BE ASTM C 602, CLASS T,
AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT,
WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 mm) SIEVE AND A MINIMUM 75 PERCENT PASSING A
NO. 50 (250 MICROMETER) SIEVE.
19. CONSTRUCTION TRAFFIC SHALL ENTER THE SITE AT THE GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON
THE EROSION AND SEDIMENT CONTROL PLAN.
20. CONTRACTOR TO SEED ALL DISTURBED AREAS. FINISH GRADE TO BE SEED AND STRAW.
21. CONTRACTOR SHALL MONITOR TRUCK WASHING AND SEDIMENT TRACKING ONTO STREETS. STREET
CLEANING WILL BE REQUIRED BY OWNER IF ROADWAYS HAVE SOIL FROM THE SITE TRACKED ONTO THEM.
24. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREET.
25. PORTABLE TOILETS MUST BE ANCHORED
SILTWORM MINIMUM
MAYBE STACKED AS
REQUIRED
AREA DRAIN APPLICATION
FLARED END APPLICATION
CATCH BASIN APPLICATION
SILTWORM GENERAL NOTES
SILTWORM ARE SUPPLIED AND INSTALLED IN DIAMETERS OF 8", 12",
OR 18". DIAMETER TOLERANCES ARE 2". SILTWORM WILL BECOME
OVAL IN SHAPE WHEN IN PLACE, THUS THE INSTALLED HEIGHT WILL
BE LESS THAN NOMINAL DIAMETER. SEE WWW.SILTWORM.COM FOR
SUPPLEMENTARY INSTALLATION INFORMATION.
MATERIAL SPECIFICATIONS
NETTING:
SILTWORM IS A TUBULAR KNIT HIGH DENSITY POLYPROPYLENE.
FILL MATERIAL:
IS A KILN DRIED MATERIAL CONSISTING OF WOOD CHIPS, BARK FREE
SOFTWOOD, THAT IS 100% RECYCLED.
APPLICATIONS
IN ADDITION TO THE APPLICATIONS SHOWN, SILTWORM CAN ALSO BE
PLACED IN DITCHES OR AT THE TOP, ON THE FACE, OR AT THE TOW
OF SLOPES AS SEDIMENT TRAPPING DEVICES. THEY CAN ALSO SERVE
TO REMOVE SEDIMENT FROM RUNOFF AND RELEASE IT AS SHEET
FLOW.
PERIMETER CONTROL:
PLACE SILTWORM DIRECTLY ON TOP OF GRADE, AND OVERLAP ENDS
A MINIMUM OF 6". SITE PREPARATION IS MINIMAL, AND THERE IS NO
STAKING OR TRENCHING REQUIREMENT FOR GRADES UNDER 12%.
ARRANGE THE SILTWORM PERIMETER CONTROL IN A MANNER THAT
IS APPLIED PERPENDICULAR TO SHEET FLOW. MAINTAIN CONSISTENT
GROUND CONTACT.
SLOPE INTERRUPTION:
PLACE SILTWORM PERPENDICULAR TO SHEET FLOW AND CURL ENDS
UP TOWARD THE TOP OF THE SLOPE. STAKE THE SILTWORM EVERY 6',
AND OVERLAP THE ENDS BETWEEN 1 TO 2 FEET. PLACE A LINE OF
DEFENSE AT THE TOP OF THE SLOPE, AND ANOTHER WITHIN 10'
FROM THE TOE OF THE SLOPE.
SILTWORM INSTALLATION ON A SLOPE SHALL BE PLACED ALONG OR
ON THE GROUND CONTOUR. WHERE POSSIBLE SILTWORM APPLIED
TO THE TOE OF A SLOPE SHOULD BE PLACED 10 FEET AWAY FROM
THE TOE IN ORDER TO PROVIDE SEDIMENT STORAGE.
DITCH CHECK:
SILTWORM SHOULD BE INSTALLED WITH A SLIGHT ENTRENCHMENT,
AND STAKED EVERY 4' IN THE DITCH CHECK APPLICATION.
FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE ARE SHALL BE
15 ACRES, AT SITES WHICH OUTFALL TO EXCEPTIONAL WATER OR
SEDIMENT-IMPAIRED STREAMS, THE MAXIMUM DRAINAGE AREA
SHALL BE LIMITED TO 10 ACRES.
SILTWORM SHALL BE PLACED PERPENDICULAR TO THE FLOW OF
WATER, SILTWORM SHALL CONTINUE UP THE SIDE SLOPES TO THE UP
OF BANK OR A MAXIMUM OF 3 FEET ABOVE THE INSTALLED HEIGHT
SILTWORM SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARE
PERMANENTLY STABILIZED.
MAINTENANCE
SILTWORMS SHALL BE INSPECTED AFTER EACH RUNOFF EVENT AND
SHALL BE REMOVED AND REPLACED IF SIGNS OF UNDERCUTTING OR
DOWN STREAMING RILLS ARE OBSERVED. SEDIMENT SHALL BE REMOVED
FROM BEHIND THE SILTWORM WHEN IT HAS ACCUMULATED TO 12 THE
ORIGINAL HEIGHT OF THE STRUCTURE.
REMOVAL
SILTWORM SHALL BE REMOVED FROM SLOPES, DITCHES, PERIMETER, OR
INLETS AFTER STABILIZATION IS COMPLETE. THIS MAY BE ACCOMPLISHED
BY CUTTING THE SOCK OPEN AND SPREADING THE FILL MATERIAL ON THE
SITE. ALL NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED.
SILTWORMS APPLIED IN DITCHES SHALL BE COMPLETELY REMOVED.
STAKE
(TYP.)
TRENCH IN 2"
IF REQUIRED
2' MINIMUM OVERLAP
AREA DRAIN
SILTWORM
STAKE
FLARED END SECTION
STAKE
(TYP.)CATCH BASIN
COVER
SILTWORM
OVERLAP
1' MIN.
SILTWORM
2' MINIMUM
OVERLAP
SILTWORM
P.O. BOX 691, ST JOHN, IN 46373
PHONE (219) 488-7240, www.siltworm.com
PERMANENT INSTALLATION:
COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND PARKING LOTS, PRODUCE STORMWATER RUN-OFF THAT MAY
INCLUDE PAPER REFUSE, CIGARETTES, SEDIMENT, AND EVEN SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANT
AMOUNT IN CATCH BASINS OR MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS,
LAKES, AND NEAR-SHORE WATERS. THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH-ALL PROVIDES AN OVERFLOW CAPACITY GREATER THAN
THE OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN SCHEDULED CLEANINGS. THE
DURABLE, REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOW
GRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON THE SURFACE. WITH A TOP FLANGE LESS THAN 1/8" THICK, THE ADDITIONAL HEIGHT EXPOSURE
OF THE GRATE IS MINIMAL. CATCH-ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMS
THAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH-ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING.
THE CATCH-ALL IS AN INLET AND CATCH BASIN FILTRATION
DEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH-ALLS
ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE
CASTING, AND COULD REPRESENT A BEST MANAGEMENT
PRACTICE FOR YOUR EPA PHASE 2 PROGRAM.
TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS ON
HIGHWAYS AND NEW HOUSING DEVELOPMENTS CAN RESULT
IN SUBSTANTIAL AMOUNTS OF SEDIMENT DURING A
RAINSTORM. TRADITIONAL PRACTICE, USING SILT SCREENS,
HAY BALES, AND FILTER FABRIC UNDER STORM GRATES
PROVIDE ONLY LIMITED PROTECTION. CATCH-ALL WILL HOLD 2
CUBIC FEET OF GRAVEL, SILT, AND DEBRIS, AND CAN BE MOVED
FROM SITE-TO SITE.
CATCH-ALL HAS BEEN APPROVED FOR USE ON MANY MOT
ROAD CONSTRUCTION PROJECTS.
D2 LAND & WATER RESOURCE INC.
BOX 20792, INDIANAPOLIS, IN 46220
PH. (317) 917-2180, www.d2lwr.com
OVERFLOW
FEATURE
STEEL FRAME
HANDLES
FOR EASY
REMOVAL
STAINLESS
STEEL BAND
(HEMMED
INTO BAG)
POLYPROPYLENE
GEOTIXFILTER FABRIC
(INNER LAYER)
POLYPROPYLENE
GEOTIXFILTER FABRIC
(OUTER LAYER)
NOT TO SCALE
1. LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. DO NOT
ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR
LIQUID AND SOLID WASTE.
2. TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO COMPLETELY
CONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES.
3. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT.
4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF
HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
5. THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR TEARS IN THE PLASTIC LINER. THE
LINER SHALL BE REPLACED UPON REMOVAL OF HARDENED CONCRETE.
6. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY
WITH A MINIMUM FREEBOARD OF 12 INCHES. MAINTAINING TEMPORARY CONCRETE WASH OUT FACILITIES SHOULD
INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITY TO A FUNCTIONAL
CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. IN ACCORDANCE WITH
LOCAL STANDARDS.
7. CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED AND LABELED
"CONCRETE WASHOUT". LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
8. THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
9. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE
THE WASHOUT IS 75% FULL. 10. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE
AND LEGALLY DISPOSED OF AT AN APPROVED SITE ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 2:15 PM EDITED BY: JSALINAS DRAWING FILE:Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\ CAD\EROSION CONTROL DETAILS.DWGPRINT DATE: 8/8/22
SECTION A-AVARIES10' (MIN.)2' (MIN.)10 MIL PLASTIC LINING
SANDBAG
SANDBAG (TYP.)
LATH & FLAGGING ON ALL SIDES
10 MIL PLASTIC LINING
1. LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. DO NOT
ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR
LIQUID AND SOLID WASTE.
2. TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO COMPLETELY
CONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES.
3. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT.
4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF
HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
5. THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR TEARS IN THE PLASTIC LINER. THE
LINER SHALL BE REPLACED UPON REMOVAL OF HARDENED CONCRETE.
6. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY
WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE
WASH OUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE
FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF.
IN ACCORDANCE WITH LOCAL STANDARDS.
7. CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED AND LABELED
"CONCRETE WASHOUT". LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
8. THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
9. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE
THE WASHOUT IS 75% FULL. 10. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE
AND LEGALLY DISPOSED OF AT AN APPROVED SITE
ADDRESS COMMENTS 2022.07.29
08/22/22
PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:16 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 8/8/22STORM WATER
POLLUTION
PROTECTION PLANISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
SWPPP FOR CONSTRUCTION SITES
1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE
05120201120070
2. NAME OF ALL RECEIVING WATERS
Little Eagle Branch-Woodruff Branch is the ultimate receiving water for the project area.
3. PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE
PRE-CONSTRUCTION 10-YEAR DISCHARGE: 10.07 CFS
POST-CONSTRUCTION 10-YEAR DISCHARGE: 0.37 CFS
4. SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE
STORMWATER DRAINAGE FROM THE SITE WILL BE CONVEYED BY A PROPOSED STORM SEWER TO PROPOSED WET DETENTION
FACILITIES ALONG THE SOUTH SIDE OF THE SITE. THE WET DETENTION FACILITIES WILL DISCHARGE TO AN EXISTING STORM SEWER
SYSTEM ALONG THE WEST EDGE OF THE PROJECT SITE.
5. IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER
THERE ARE NO LOCATIONS ON SITE WHERE SURFACE WATER MAY BE DISCHARGED INTO GROUND WATER.
6. SOILS MAP OF THE PREDOMINANT SOIL TYPES INCLUDING:
a. Soil legend with descriptions of each soil type
The Natural Resources Conservation Service (NRCS) Web Soil Survey of Hendricks County, Indiana, indicates Brookston Silty Clay, and
Crosby Silt loam are located on the site. The full soil legend can be found on the Erosion Contol Plan.
b. Brief description of how the site has accommodated the existing soil limitations
The on-site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the proposed
construction. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered
material, installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime.
7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
The following potential pollutant sources may be associated with construction activities on site:
·Material storage areas (more specifically described below)
·Construction waste material
·Fuel storage areas and fueling stations
·Exposed soils
·Leaking vehicles and equipment
·Sanitary waste from temporary toilet facilities
·Litter
·Windblown dust
·Soil tracking off site from construction equipment
The following construction materials may be staged or stored on site at various points during development of the site:
·Structural fill
·Pavement Base Stone
·HDPE, PVC, RCP or Ductile Iron pipe
·Precast concrete, HDPE or PVC drainage and sanitary structures
·Rock rip-rap
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES:
a. Location
b. Dimensions
c. Detailed specifications
d. Construction details
e. Monitoring and maintenance guidelines
Refer to the Erosion Control Plan for locations of each stormwater quality measure and the Erosion Control Details.
MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE
Inspection Schedule/Reporting
All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24
hours after a rainfall of 0.5 inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff is unlikely
due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at
least once every month.
Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES
Storm Water General Permit, this SWPPP, and the Project.
Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection,
the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents
of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any
incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two
years following construction. The on-site reports may be requested by inspections conducted by the local governing authority.
Construction Entrance
Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor and subcontractor
shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP.
Material Storage Inspections
Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials
are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by
the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection
reports.
Soil Stabilization Inspections
Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization
once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The
density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water,
fertilize, and reseed disturbed areas as needed to achieve this goal.
Erosion and Sediment Control Inspections
All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The
following is a list of inspection/maintenance practices that will be used for specific controls:
1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.
2. Inlet Protection: If silt fence inlet protection is to be used, sediment should be removed when it reaches approximately one-half the
height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50%.
3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e., tire ruts)
shall be repaired immediately.
4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic areas should
be replaced on a regular basis to maintain uniform protection.
5. Sediment Trap: Accumulated silt shall be removed and the basin shall be re-graded to its original dimensions at such point that the
capacity of the impoundment has been reduced to one-half of its original storage capacity. The removed sediment shall be stockpiled
or redistributed in areas that are protected from erosion.
6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the
structures. Sediment shall be removed and the basin shall be re-graded to its original dimensions at such point that the capacity of the
impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in
areas that are protected from erosion.
7. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence.
8. Stabilized Construction Entrance: Periodic re-grading and top dressing with additional stone.
9. Straw Bales: Replace straw bales that show signs of deterioration.
10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and
fertilizing schedule.
11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming
a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter.
In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient
to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried
into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Modifications/Revisions to SWPPP.
Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the
inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All
revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection.
It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or
contractor/subcontractor practices could make it necessary to install more controls than were originally planned. For example,
localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural
controls. Assessing the need for and installing additional controls will be a continuing contractor/subcontractor responsibility until final
stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine
and update this SWPPP in order to accomplish the intended goals.
Notice of Termination
Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI
until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the
General Construction Permit terminates at midnight of the day the NOT is signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met:
1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible.
2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized.
3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the
homeowner.
9. GENERAL CONSTRUCTION SEQUENCE
Each plan should contain multiple stormwater pollution prevention measures. All measures will not be installed at the same time.
Various measures will be installed at different times throughout the construction process. Some will be installed prior to land
disturbance, and others may not be installed until work at the site progresses to an area where they are necessary. Each proposed
measure should be identified in the sequence as to when it is to be installed in relation to the land disturbing activities.
continuing contractor/subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing
this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals.
SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND-DISTURBING ACTIVITIES
1. Schedule pre-construction meeting with local stormwater authority.
2. Install construction entrance.
3. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the NOI at the entrance.
Add protection measures to existing inlets.
4. Install staging area, fueling station, material storage area and concrete truck washout.
5. Strip the top soil and grade.
6. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion
control blankets.
7. Prior to building construction install stone surface for paved areas.
8. Building pads left dormant for more than 15 days, must be temporarily seeded.
9. Start building construction. Install staging area for building materials.
10. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and install riprap outlet
protection prior to installing outlets. Final grade and stabilize slopes when inlets are functioning.
11. Seed the perimeter of the site.
12. Complete utility installation, curbs, paving and building construction.
13. Install landscaping plant material and stabilize all disturbed areas.
14. Remove all erosion and sediment control practices when areas have a uniform grass cover.
Stable construction entrance locations and specifications
Construction entrances will be in place prior to any site construction or demolition. Entrances are shown on the Erosion Control Plan,
refer to the Erosion Control Details for details.
Sediment control measures for sheet flow areas
Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where
the slope exceeds 6:1 (horizontal to vertical). Silt Fencing will be utilized to prevent sedimentation from leaving the site. Refer to the
Erosion Control Plan for locations and the Erosion Control Details for details.
Sediment control measures for concentrated flow areas
Proposed swales will be stabilized with erosion control blankets, and rock donuts will be installed to slow runoff to inlets. Straw bales
and silt fences will not be allowed as concentrated flow protection measures. Refer to the Erosion Control Plan for locations and the
Erosion Control Details for details.
Storm sewer inlet protection measure locations and specifications
The contractor shall install appropriate inlet protection measures at each inlet. Refer to the Erosion Control Plan for locations and the
Erosion Control Details for details. Straw bales will not be allowed as inlet protection measures.
Runoff control measures
Temporary, permanent seeding, erosion ground cover and erosion rolls will be placed during construction as runoff control
measures.
Stormwater outlet protection specifications
Stormwater outlets will be protected by riprap aprons to prevent scour erosion. Refer to the Erosion Control Plan for locations and the
Erosion Control Details for details.
Grade stabilization structure locations and specifications
Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to the Erosion Control Plan for locations and the Erosion
Control Details for details.
10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
Excess soil shall be immediately stockpiled, surrounded with silt fence and seeded and/or removed from the construction site in
accordance with all applicable laws. If topsoil stockpiles are anticipated for this project, they are shown on the Erosion Control Plan.
11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON
Surface stabilization is required on any bare or thinly vegetated area that is scheduled or likely to remain inactive for a period of 15
days or more. Refer to the Temporary Seeding Detail within Erosion Control Details for specifics on soil amendments, seed mixtures
and mulching.
A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic
soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6"
of topsoil.Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000
sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be
organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days.
B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 lb per 1,000 sq. ft. of actual nitrogen, 4 percent
phosphorous, and 2 percent potassium by weight.
C. low-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorous and potassium
made up of a composition by weight of 5 percent
D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be
planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere
with planting or maintenance operations. Sow seed using a spreader or seeding machine. Do not seed when wind velocity
exceeds 5 miles per hour.
E. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other.
F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray.
G. Install erosion control blankets as indicated on the plan.
H. Protect seeded areas against erosion by spreading clean, seed-free straw mulch after completion of seeding operations. Spread
uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements over seeded areas.
I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by
construction activities including tree and shrub installation.
J. Refer to the Permanent Seeding Details within the Erosion Control Detail Sheet, for timing of permanent seeding, grass seed
specifications and mulching specifications.
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL LOTS
This site will not be subdivided; therefore, there are no individual lots on the property. The proposed site improvements are shown on
the included plans.
13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN
a. List of expected materials that may be present on the site during construction operations
b. Written description of how these materials will be handled to minimize the potential of entering the storm sewer system
c. Procedures for the contractor to take if any spills occur during construction.
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste
materials, including disposable materials incidental to the construction activity, must be collected in containers or closed
dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by
the State and/or appropriate local municipality to accept the waste for disposal.
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid
waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials
will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper
hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater
pollution prevention plan by the operator following on-site location of the facility.
Dust Control/Off-Site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After
construction, the site should be stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose
of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the
construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts.
Sanitary/Septic
Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations.
Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The
sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with
providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities
should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said facilities.
Water Source
Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public
water supply or private well approved by the State or local health department.
Equipment Fueling and Storage Areas
Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking
equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed
away during a rain event.
Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents
is prohibited.
Hazardous Material Storage
Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if
original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the
containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be
collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations.
As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan
and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to
oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The
location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the
operator following on-site location of the storage areas.
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a
hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the
spill. In addition, the operator shall submit a written description of the release (including the type and amount of material
released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local
governing authority. The SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the
information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor
is responsible for complying with these reporting requirements.
Concrete Washout
All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal
regulations. A pit or container is required when cleaning concrete chutes.
Spill Response Plan
Minor - Small spills that typically involve oil, gasoline, paint, hydraulic fluid, etc., can be controlled by the first responder at the
discovery of the spill.
· Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury.
· Use absorbent material to clean-up spill material and any subsequently contaminated soil and dispose of properly.
· Semi-Significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills
can be generally controlled by the first responder with help from other site personnel. This response may require other
operations to stop to make sure the spill is quickly and safely addressed. At the discovery of the spill:
·Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury.
·Use absorbent material to clean-up spills and dispose of properly. Spills on impervious surfaces should be disposed of as soon as
possible to prevent migration deeper into the soil and groundwater. Dispose of contaminated soils or absorbents properly.
·Contact 911 if the spill could be a safety issue.
·Contact supervisors and designated site inspectors immediately.
·Contaminated solids are to be removed to an approved landfill.
· Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or animals, or has the
potential for surface or groundwater pollution.
·Control or contain the spill without risking bodily harm. Temporarily plug storm drains if possible to prevent migration of the spill into
the stormwater system.
·Immediately contact the local Fire Department at 911 to report any hazardous material spill.
·Contact supervisors and designated site inspectors immediately. Governing authorities responsible for storm water facilities should be
contacted as well. The contractor is responsible for having these contact numbers available at the job site. A written report should be
submitted to the owner as soon as possible.
·As soon as possible but within 2 hours of discovery, contact the local agency responsible for spill management. The following
information should be noted for future reports to the agency:
·· Name, address and phone number of person making the spill report
·· The location of the spill
·· The time of the spill
·· Identification of the spilled substance
·· Approximate quantity of the substance that has been spilled or may be further spilled
·· The duration and source of the spill
·· Name and location of the damaged waters
·· Name of spill response organization
·· What measures were taken in the spill response
·· Other information that may be significant
Additional regulations or requirements may be present. A spill response professional should be consulted to make sure all
appropriate and required steps have been taken. Contaminated solids should only be removed from the site after approval is
given by the appropriate agency.
14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT
SITE
a. Name - Ali S Abufares
b. Address - 3717 Woodview Trace Indianapolis, IN 46268
c. Telephone number - (317) 443-3726
d. E-mail address - asaengineer@yahoo.com
e. List of qualifications - PE (professional Engineer) & Construction Manager
15. CURRENT REVISION DATE ON ALL SHEETS
Refer to the Title Block.
SWPPP FOR POST-CONSTRUCTION
1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE.
The proposed land use is an Islamic Worship Center. The pollutants and sources of each pollutant normally expected from this type of
land use are listed below:
Pollutant Source: Passenger vehicles, delivery vehicles.
Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze,
windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials.
Pollutant Source: Building
Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments
from roofing system.
Pollutant Source: Trash dumpster
Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten
food products, bacteria.
Pollutant Source: Parking lot
Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from
periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes,
concrete fragments, wind-blown litter from off-site sources, elevated water temperatures from contact with impervious surfaces.
Pollutant Source: Lawn and landscape areas
Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings)
2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES:
The following items are stormwater quality measures that will be installed during construction. These items will remain in place after
construction is completed and are considered to serve an incidental function as post-construction stormwater quality BMPs.
Wet detention pond, native vegetation, Aquaswirl Model AS-8, and the vegetated swale will remain on site as water quality measures.
Refer to Utility Plan/Details for more information.
3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
The stormwater detention pond and BMP will remain in place as permanent features after construction is completed. The purpose of
the these measures is to restrict stormwater discharges and provide a sediment removal function.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN
HABITATS
Permanent Vegetation
Topsoil will be placed in lawn areas and seeded with grass, and graded not to exceed 3:1 slopes. Proposed landscape trees and shrubs
will also be added. These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slow
the velocities of storm water runoff, reduce sediment runoff, and reduce problems associated with mud or dust from bare soils.
Wet Detention Basin
Basins collect, temporarily hold, and gradually release excess storm water from storm events. Detention is achieved through the use of
an outlet structure that regulates the rate of storm water outflow.
Mechanical BMP (Aqua-swirl, etc.)
A BMP structure will be installed at the downstream end of the storm sewer system, prior to the storm sewer outlet. The primary
purpose of the BMP is to remove sediment, oils and floatable debris from the stormwater prior to discharging from the site.
Good Housekeeping Measures
Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray
can be incorporated by the owner and/or occupant.
5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES:
An operation and maintenance manual has been completed and included as apart of these plans.
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CONCRETE POLICYISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
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PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:16 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 8/8/22CITY OF CARMEL
PAVING POLICYISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
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PLOT SCALE: 1:1 EDIT DATE: 7/27/22 - 3:16 PM EDITED BY: JSALINAS DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\STORM WATER POLLUTION PROTECTION PLAN.DWGPRINT DATE: 8/8/22SANITARY SPECS &
LATERAL
INSTALLATION
REQUIREMENTSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY: CHECKED BY: TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 GCD
ADDRESS COMMENTS 2022.07.05
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