HomeMy WebLinkAboutCivil Plans 4.8.19 3SFSFSFSFSFSFSF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
*FOFOCC
C
C
C
CCCCCCCCCCCCCCCCC C C C C
G G G G G G G G G G G G G G G G G G G G G G
C C C C C C C C C C C C C C
CCE E E E E E
E
SANSANSAN SANSAN WWWWWWWWWWWWWE E ECCC
N89°06'43"E 199.96'S23°07
'09"E
133
.50
'
N00°14'29"E 116.40'
N89°06'43"E 252.54'N00°09'18"E 239.99'MAIN STREET
GRAND BLVD.OHUOHUOHUD D D D D D
DDDD
DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D
DDD
D D
STM STM STM STM STM STM
STMSTMSTMS
A
N
SANSANSANSANSANS
A
N
S
A
NWW W W W W W W
PROPOSED BUILDING
GFA=11,350
FFE=871.20
STM STM
STM
STM STM
SANSANSANW
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
DD
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN THE FIELD BY THE
INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL
MEASURES REQUIRED AFTER SOIL STRIPPING AND
PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH
DEVELOPER FOR MEASURES REQUIRED UNTIL
PROPERTY TURNED OVER FOR DEVELOPMENT.
COORDINATE WITH SOIL CONSERVATION DISTRICT
REPRESENTATIVE FOR ANY OTHER MEASURES
REQUIRED DUE TO SITE CONDITIONS.
DISTURBED ACREAGE
= 1.54± AC.
LAND DESCRIPTION
BLOCK 1 IN GRAND & MAIN SECONDARY PLAT, A PART OF THE
SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA ACCORDING TO
THE PLAT THEREOF RECORDED APRIL 8, 2016 IN PLAT CABINET 5, SLIDE
479 AS INSTRUMENT NO. 2016015691 IN THE OFFICE OF THE RECORDER
OF HAMILTON COUNTY, INDIANA.
C101STORMWATER POLLUTION PREVENTION PLAN PHASE 2w180605-C101 swppp2SWPPP PHASE 2 LEGEND
IP
*
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
EROSION CONTROL NOTES
1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11.PORTABLE TOILETS MUST BE ANCHORED.
- INLET PROTECTION - USE SUBSURFACE INLET PROTECTION
WITH OVERFLOW CAPABILITY (DANDY SAC)
- PERMANENT/TEMPORARY SEEDING USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- SITE DISCHARGE POINT
REVISIONS AND ISSUESPart of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0605DATEBYSSRDATE:RLWKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONSHOPPES ON MAINSUBMITTED FOR TAC REVIEW10.20.2017RLWW
S
N
E
STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPLANS REVISED FOR CARMEL TAC COMMENTS12.08.2017RLWPLANS REVISED FOR REVIEW COMMENTS01.23.2018RLW04.08.2019PLANS REVISED FOR REVIEW COMMENTS02.12.2018RLWPLANS UPDATED FOR STUDIO M ARCHITECTS04.08.2019RLW- PROVIDE MULCH. REFER TO L100 FOR MORE LOCATIONS