C100 SWPPP PHASE 1D D
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136TH STREET
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POND INFORMATION
EXISTING:
2yr = 869.31
10-yr = 869.82
100-yr = 870.31
SPILLWAY = NONE
8
5
(NO GRADING BETWEEN EDGE OF
PAVEMENT AND PROPERTY LINE)
(NO GRADING BETWEEN EDGE OF
PAVEMENT AND PROPERTY LINE)
GENERAL NOTES
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION
ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR
STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION
OF THE NEW WORK.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND
TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY.
ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY
SHALL BE REMOVED BY THE CONTRACTOR.
3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF THE SITE.
5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF
THE SITE.
6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE
REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING
THE CONSTRUCTION PROCESS.
7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT
INFORMATION.
8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT
SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG
AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE
LOCATION ON SITE.
9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN,
PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK.
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN
TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS.
CONSTRUCTION ENTRANCE. USE EXISTING PAVEMENT
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103
INSTALL SILT FENCE / SILT DIKE. REFER TO DETAILS ON SHEET C103
INSTALL TREE PROTECTION. REFER TO DETAIL ON SHEET C103
REMOVE EXISTING CONCRETE WALK(S) TO NEAREST JOINT (IF APPLICABLE)
SAWCUT AND REMOVE EXISTING PAVEMENT FULL DEPTH FOR REMOVAL
REMOVE EXISTING TREE(S), SHRUB(S), AND VEGETATION
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED.
REMOVE DRAINAGE FEATURES. REFER TO C300 FOR PROPOSED DRAINAGE CONFIGURATION.
REMOVE EXISTING DRAINAGE FEATURE
REMOVE EXISTING SIGN
REMOVE AND REPLACE EXISTING FENCE
REMOVE AND REPLACE EXISTING LANDSCAPING ON NEIGHBOR PROPERTY WITH EQUAL OR BETTER
MATERIALS. COORDINATE WITH PROPERTY OWNER.
DISCONNECT; ABANDON/REMOVE AND RELOCATE ELECTRIC SERVICE LINE(S) AND APPURTENANCES AS
SHOWN.
TRIM AND CAP 4" DRAIN UNDER PROPOSED DISTURBANCE AREA
EXISTING AREAS
TOTAL SITE =5.66 AC.
DISTURBED =2.85 AC.
PERVIOUS =2.79 AC.
IMPERVIOUS =2.87 AC.
REMOVED ASPHALT PAVEMENT
HATCH LEGEND
C100
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SWPPP PHASE 1 LEGEND
- INLET PROTECTION - FOR INLETS ON 136TH STREET, USE
FLEXSTORM PRODUCT (COMPLETELY BELOW GRATE PROTECTION
IS REQUIRED).
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED
CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS.
- INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES
(PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD
ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND SITE
CONDITIONS DICTATE
- CONCRETE WASHOUT
- STOCKPILE AREA (TEMPORARY SEEDING REQUIRED)
- SILT FENCE
- TREE PROTECTION
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE
SD
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D
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.
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
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.
12.REFER TO SITE PLAN, C200, FOR ADDITIONAL NOTES REGARDING
TREATMENT OF EXISTING PAVEMENT ONSITE.
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
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
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before you dig.Call
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THE SITE DOES NOT LIE IN A SPECIAL FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED
BY SCALE ON FLOOD INSURANCE RATE
#18057C207G, DATED NOVEMBER 19, 2014
FLOOD STATEMENT
STEVEN SCOTT RUCKER P.E. 11300279
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APPROVED STORM
WATER MANAGEMENT
PERMIT
NOTE
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BENCHMARK INFORMATION
B.M. - A BRASS DISK, STAMPED HCRB 546, SET IN THE TOP OF A CONCRETE HEADWALL ON THE SOUTHWEST
CORNER OF A BOX CULVERT FOR SPRINGMILL ROAD CROSSING OVER WILLIAMS CREEK, APPROXIMATELY 150
FEET NORTH OF 131ST STREET. STATE PLANE COORDINATES: N1723218.01 E188466.11 NAD 83 (CORS96).
ELEV. 871.38 NAVD 88
T.B.M. 1 - A CUT " " LOCATED ON THE SOUTHEAST CORNER OF THE CONCRETE PAD FOR A TELEPHONE
JUNCTION BOX, LOCATE 39 FEET NORTH OF THE CENTERLINE OF 136TH STREET AND 11 FEET EAST OF THE
EAST LINE OF THE SURVEYED PROPERTY.
ELEV. 878.05 NAVD 88
10
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