C12 Construction Details (2)
UTILITY PLAN
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017
75
SHEET: 6 OF 12
LOCATION: TWP: SEC: CO:
FILE:
SS
DATE:
DRAWN:
SS
STOUT HER ITAG PARKWAY E
0
SS
S
PROPOSED CONDITIONS SANITARY CLEANOUT (TYP.)
SS
SS
753
N)
SS
2
SS
75
753
"C
48
APPROXIM SANITARY ATE LOCATION OF EXIST TO FIELD V SEWER LATERA (CLONTRAC ING ERIFY PRIO TOR R TO CON STRUCTIO
SS
ON
KINGSEED DENTAL OFFICE
1
E CR
SS
75
WATER METER (TYP.)
S
S
S
S
PROPOSED 6" SANITARY SEWER LATERAL S
S
S
S
S
S
S
S
S
S
PROPOSED CLEANOUT T.C. = 749.15 (SEE GENERAL NOTE 2)
W
WATER SERVICE LATERAL
S
SANITARY SERVICE LATERAL STORM SEWER AND CONCRETE END SECTION
A.D.A. RESTROOM
SS
EXISTING CONDITIONS W
WATER SERVICE
SS
SANITARY SEWER SERVICE STORM SEWER PIPE
SS
STORM SEWER CURB INLET (TYP.) STORM SEWER MANHOLE GUY WIRE
753
754
752
751
750
749
748
747
746
744
FIRE HYDRANT
SS
74 3
745
UTILITY POLE (TYP.)
5 74
WATER VALVE (TYP.)
000
MAJOR CONTOUR
000
MINOR CONTOUR
752
SS TOP OF CASTING CURB INLET TYPE "B" (STRUCTURE NO. 114 PER PLANS PREPARED BY SCHNEIDER, PROJECT TSC 3495.044) ELEVATION = 750.34
D CREEK ROA
SEWER MAIN
C/L CLARKS
744
W W
SS
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
GCF
BY
SS
STR. NO. 4 INV. = 741.50
1-24-18
"
1
- 18
745
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
47'
N CO
PIP
SS
743
TE
24"
SS
E CR
746
STR. NO. 2 T.C. = 747.28 W. INV. = 742.15 E. INV. = 742.40
W
% .30
138' - 18" CONCRETE PIPE @ 0.30%
42'
" C. x 30
SS
749
747 0 E@
. M.P
W
743
EXISTING 24
STR. NO. 1 INV. = 743.82
750
748
" SANITARY
SS
W
751
STR. NO. 3 T.C. = 748.73 W. INV. = 741.64 E. INV. = 741.74
SS
W
752
DALE T. KRUSE P.E. No. PE10100197 STATE OF INDIANA
SS
W
753
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY. 2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE THE TERMINUS OF THE SERVICE LATERAL, HORIZONTALLY AND VERTICALLY, TO CONFIRM THAT THE PROPOSED USAGE CAN BE SERVED BY GRAVITY FLOW. CONTRACTORS FINDING SHALL BE REPORTED TO THE OFFICE OF KRUSE CONSULTING, INC. FOR DETERMINATION OF SLOPE OF THE SERVICE LATERAL AND INVERT ELEVATIONS AT THE PROPOSED CLEANOUT. THE MINIMUM SLOPE OF SANITARY LATERALS IS 41" PER FOOT. IF THIS CANNOT BE ACHIEVED, A PRIVATE GRINDER PUMP SHALL BE REQUIRED. 3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. 4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS SHALL BE BACKFILLED IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION IS TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. PROPOSED WATER SERVICE LATERAL IS TO HAVE 54" MINIMUM COVER OVER THE TOP OF PIPE. 8. PROPOSED WATER SERVICE LATERAL TO BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 9. STERILIZATION OF PROPOSED WATER SERVICES SHALL BE IN ACCORDANCE WITH THE STATE BOARD OF HEALTH STANDARDS AND SPECIFICATIONS. 10. SEE ARCHITECTURAL PLANS FOR ANY ADDITIONAL UTILITY SERVICE DETAILS. 11. PLACEMENT OF THE PROPOSED WATER METER SHALL BE COMPLIANT WITH "WATER METER DETAILS DS-W03" AS ILLUSTRATED ON TOWN OF PLAINFIELD STANDARD DETAILS SHEET 12 OF 24.
KRUSE
SS
W
W
1.
SIGN LOCATION AND A/C UNIT LOCATION
W
DATE
W
NO.
W
ATER SERVIC
W
PROPOSED 2" DOMESTIC WATER SERVICE LATERAL
EXISTING W
W
UTILITY PLAN GENERAL NOTES SS
W
W
A.D.A. RESTROOM
ISSUE/REVISED
754
E MAIN
74
8
749
SS
W
750
751
SITE BENCHMARK DESCRIPTION
PROJECT:
753
TRAFFIC SIGNAGE (TYP.)
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
752
PI
SS
PE
TE
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
751
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017
75
SHEET: 6 OF 12
LOCATION: TWP: SEC: CO:
FILE:
SS
DATE:
DRAWN:
SS
STOUT HER ITAG PARKWAY E
0
SS
S
PROPOSED CONDITIONS SANITARY CLEANOUT (TYP.)
SS
SS
753
N)
SS
2
SS
75
753
"C
48
APPROXIM SANITARY ATE LOCATION OF EXIST TO FIELD V SEWER LATERA (CLONTRAC ING ERIFY PRIO TOR R TO CON STRUCTIO
SS
ON
KINGSEED DENTAL OFFICE
1
E CR
SS
75
WATER METER (TYP.)
S
S
S
S
PROPOSED 6" SANITARY SEWER LATERAL S
S
S
S
S
S
S
S
S
S
PROPOSED CLEANOUT T.C. = 749.15 (SEE GENERAL NOTE 2)
W
WATER SERVICE LATERAL
S
SANITARY SERVICE LATERAL STORM SEWER AND CONCRETE END SECTION
A.D.A. RESTROOM
SS
EXISTING CONDITIONS W
WATER SERVICE
SS
SANITARY SEWER SERVICE STORM SEWER PIPE
SS
STORM SEWER CURB INLET (TYP.) STORM SEWER MANHOLE GUY WIRE
753
754
752
751
750
749
748
747
746
744
FIRE HYDRANT
SS
74 3
745
UTILITY POLE (TYP.)
5 74
WATER VALVE (TYP.)
000
MAJOR CONTOUR
000
MINOR CONTOUR
752
SS TOP OF CASTING CURB INLET TYPE "B" (STRUCTURE NO. 114 PER PLANS PREPARED BY SCHNEIDER, PROJECT TSC 3495.044) ELEVATION = 750.34
D CREEK ROA
SEWER MAIN
C/L CLARKS
744
W W
SS
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
GCF
BY
SS
STR. NO. 4 INV. = 741.50
1-24-18
"
1
- 18
745
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
47'
N CO
PIP
SS
743
TE
24"
SS
E CR
746
STR. NO. 2 T.C. = 747.28 W. INV. = 742.15 E. INV. = 742.40
W
% .30
138' - 18" CONCRETE PIPE @ 0.30%
42'
" C. x 30
SS
749
747 0 E@
. M.P
W
743
EXISTING 24
STR. NO. 1 INV. = 743.82
750
748
" SANITARY
SS
W
751
STR. NO. 3 T.C. = 748.73 W. INV. = 741.64 E. INV. = 741.74
SS
W
752
DALE T. KRUSE P.E. No. PE10100197 STATE OF INDIANA
SS
W
753
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY. 2. ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL BE IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE THE TERMINUS OF THE SERVICE LATERAL, HORIZONTALLY AND VERTICALLY, TO CONFIRM THAT THE PROPOSED USAGE CAN BE SERVED BY GRAVITY FLOW. CONTRACTORS FINDING SHALL BE REPORTED TO THE OFFICE OF KRUSE CONSULTING, INC. FOR DETERMINATION OF SLOPE OF THE SERVICE LATERAL AND INVERT ELEVATIONS AT THE PROPOSED CLEANOUT. THE MINIMUM SLOPE OF SANITARY LATERALS IS 41" PER FOOT. IF THIS CANNOT BE ACHIEVED, A PRIVATE GRINDER PUMP SHALL BE REQUIRED. 3. ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. 4. ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS SHALL BE BACKFILLED IN ACCORDANCE WITH TOWN OF PLAINFIELD STANDARDS AND SPECIFICATIONS. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION IS TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. PROPOSED WATER SERVICE LATERAL IS TO HAVE 54" MINIMUM COVER OVER THE TOP OF PIPE. 8. PROPOSED WATER SERVICE LATERAL TO BUILDING SHALL HAVE A SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 9. STERILIZATION OF PROPOSED WATER SERVICES SHALL BE IN ACCORDANCE WITH THE STATE BOARD OF HEALTH STANDARDS AND SPECIFICATIONS. 10. SEE ARCHITECTURAL PLANS FOR ANY ADDITIONAL UTILITY SERVICE DETAILS. 11. PLACEMENT OF THE PROPOSED WATER METER SHALL BE COMPLIANT WITH "WATER METER DETAILS DS-W03" AS ILLUSTRATED ON TOWN OF PLAINFIELD STANDARD DETAILS SHEET 12 OF 24.
KRUSE
SS
W
W
1.
SIGN LOCATION AND A/C UNIT LOCATION
W
DATE
W
NO.
W
ATER SERVIC
W
PROPOSED 2" DOMESTIC WATER SERVICE LATERAL
EXISTING W
W
UTILITY PLAN GENERAL NOTES SS
W
W
A.D.A. RESTROOM
ISSUE/REVISED
754
E MAIN
74
8
749
SS
W
750
751
SITE BENCHMARK DESCRIPTION
PROJECT:
753
TRAFFIC SIGNAGE (TYP.)
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
752
PI
SS
PE
TE
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
751
