HomeMy WebLinkAboutTPS005.C2.0.Bldg. Addition Site PlanC.O. TYPE IINV=752.015'
15'
22.8'
11.0'
F.F.E. = 755.70
(NAVD 88 DATUM) Community Drive94± LF 6-INCH SDR 35 PVC ASTM-D 3034 LATERAL @
1.04% WITH 12ga TRACER WIRE
REMOVE/REPLACE EXISTING PLAY GROUND FENCINGEXISTING C.O.
T.C. = 752.2±
INV. = 745.45 INSTALL NEW 6" WYE FITTING SDR 26 PVC
INV. = 747±
(VERIFY EXISTING INVERT PRIOR TO
CONSTRUCTING LATERAL)
REFER TO
ARCHITECTURAL PLANS
FOR BLDG. DIMENSIONS
EXISTING PLAYGROUND FENCE
D
D
D
D
EXISTING SANITARY LATERAL14
5
NEW BUILDING
ADDITION
2500 G.S.F.
EXISTING SCHOOL
BUILDING
EXISTING PLAYGROUND
F
EX. SAN. LATERALRF
EXISTING SCHOOL
BUILDING
F.F.E. = 755.70
D
F
9.4' 11.5'
A/C A/C61.83'39.25'
AEXISTING 12" PVC ROOF DRAIN PIPEEXISTING 12" RCP
EXISTING C.O.
INV. = 749.7±
RFRF
RF RF
RFEXISTING GAS MAINEX. 8" SCH40 PVC
EX. 6" SCH40 PVC
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.
GROUP, INC.PROF
E
SS
ION A L E NG INEERIND
IA NA
PE10910647
STATE OF
-o NREG I S TER
E
DBR IA N S CR
O
SSTPS.005
C2.0NOBLESVILLE, INDIANA 4606015575 STONY CREEK WAYTHE PLAY SCHOOL at LEGACY, INC.SITE & UTILITY PLANPLAY SCHOOL at LEGACY - CLASSROOM ADDITION14454 COMMUNITY DRIVECARMEL, INDIANA 4603302/16/2018
LEGEND:
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
DEVELOPMENT SUMMARY
PROPOSED BUILDING ADDITION = 2,500 G.S.F.±
TOTAL SITE AREA = 2.0 AC+/-
CURRENT ZONING = PUD
GREENSPACE AREA = 59% (51,555 / 87,345)
TOTAL DISTURBED AREA = 10,590 SF ± = 0.24 Ac +/-
ANTICIPATED CONSTRUCTION START/COMPLETION DATE
MAY, 2018 / JUNE, 2019
TOTAL PARKING SPACES = 60 (INCLUDES STREET SPACES)
TOTAL PARKING SPACES REQ'D = 59
(1 SPACE/EMPLOYEE + 1 SPACE/6 STUDENTS)
TOPOGRAPHIC & BOUNDARY NOTE
PLAN NOTES:
D
BUILDING NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.
F
SITE LAYOUT NOTES
REVISION RECORD
DEPENDING ON THE CONSTRUCTION SEASON,
MOISTURE CONTENT AND PROPERTIES OF THE
SOILS ON SITE, CHEMICAL MODIFICATIONS
AND/OR LIME STABILIZATION MAY BE REQUIRED.
SEE SHEET C9.0 FOR SPECIFICATIONS.
UTILITY LOCATE NOTE
UTILITY NOTES
1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING
AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM
SEWERS, AND WATER MAINS.
3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
4. ALL WATER SERVICE / FIRE LINES ARE REQUIRED TO HAVE A 60"
MINIMUM COVER OVER TOP OF PIPE. ALL WATER/SANITARY LINE
CROSSINGS MUST MAINTAIN 18" VERTICAL SEPARATION BETWEEN
OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH.
5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE
WITH STATE BOARD OF HEALTH REQUIREMENTS.
(APPLIES TO COMMERCIAL ONLY)
6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND
CONDUIT PER UTILITY COMPANY'S SPECIFICATIONS.
7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS
AFFECTED DURING CONSTRUCTION. REFER TO THE
CITY OF LAWRENCE DPW - STANDARDS FOR RESTORATION
REQ'S.
8. CONTRACTOR TO LOCATE ALL EXISTING UTLITIES AT ANY
PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE
ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED.
PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL
SEPARATION LESS THAN 18 INCHES.
CATV:
Brighthouse Networks
Jason Kirkman
(317) 632-9077 x291
jason.kirkman@mybrighthouse.com
Telephone:
AT&T
Steve Krebs
(317) 252-4275
SK4986@att.com
Fire Service:
Office of Fire Chief, Fire Station #1
Gary Hoyt
Two Civic Square
Carmel, IN 46032
(317) 571-2600
cellison@carmel.in.gov
UTILITY CONTACTS
ISDH NOTES
THE WATER-LINES THROUGHOUT THE
PROJECT SHALL BE INSTALLED WITH
AT LEAST 54-INCHES OF COVER TO
PROVIDE PROTECTION FROM
FREEZING.
WHERE WATER-LINES AND SEWERS
(STORM AND/OR SANITARY) CROSS
AND THE WATER-LINE CANNOT BE
PLACED ABOVE/BELOW THE SEWER
WITH A MINIMUM OF 18-INCHES
VERTICAL CLEARANCE, THE SEWER
MUST BE CONSTRUCTED OF WATER
WORKS GRADE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS WITHIN 10
FEET OF THE WATER-LINE.
SANITARY SEWERS SHOULD HAVE A
MINIMUM OF 2 FEET OF COVER.
Natural Gas:
Vectren Energy
Joanie Clark
(317) 776-5532
jlclark@Vectren.com
Wastewater & Water:
Carmel City Utilities
John Duffy
760 Third Avenue SW
Carmel, IN 46032
(317) 632-9077
Drainage:
Carmel Engineering
Gary Duncan or John Thomas
1 Civic Square
Carmel, IN 46032
(317) 571-2441
gduncan@carmel.in.gov
Streets:
Carmel Street Department
Dave Klingensmith
3400 West 131st Street
Westfield, IN 46074
(317) 733-2001
Electric:
Duke Energy
Shirley Hunter
16475 Southpark Dr.
Westfield, IN 46074
(317) 896-6721
shirley.hunter@duke-energy.com
RF
A
05/23/18