HomeMy WebLinkAboutC020.1 - STORMWATER POLLUTION PREVENTION PLAN PHASE 2STMSTMSTMSTM STM STM STM
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E E EEEEEW W WWWWPROPOSED BUILDING
3,500± SF
SAN SAN SAN SAN SAN SANWWW W W W W W W W W W
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DFFE = 902.25E
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SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFCONTACT 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.
LAND DESCRIPTION
SWPPP PHASE 2 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
(DANDY SAC)
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- SILT FENCE
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- SITE DISCHARGE POINT
IP
SF
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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
C102 SWPPP 2C020.1STORMWATER POLLUTION PREVENTION PLAN PHASE 2W24.0018JKW24.001805/29/2024DDDDEVERWISE CARMEL10920 N. MICHIGAN ROAD, ZIONSVILLE, IN 4607710 9abcd 8 7 6efgh109876
5 4 3 2 Part of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONgALLAN H. WEIHE, P.E., L.S. - FOUNDER14528 S. Outer 40 Road, Suite 444Chesterfield, Missouri 63017weihe.netBuild with confidence.SMENGINEERS314 | 343 - 2211800 | 452 - 6408WEIHELand Surveying | Civil EngineeringLandscape Architecture05/29/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
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Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY
TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE
NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 6; THENCE SOUTH 00
DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER,
654.42 FEET TO THE SOUTHWEST CORNER OF 20170011576 AS RECORDED IN THE OFFICE OF THE
RECORDER OF HAMILTON COUNTY; THENCE NORTH 85 DEGREES 57 MINUTES 21 SECONDS EAST
ALONG THE SOUTH LINE OF SAID INSTRUMENT, 342.74 FEET TO THE WEST RIGHT OF WAY LINE OF
US 421 AS RECORDED IN INSTRUMENT NUMBER 20000000724; THENCE SOUTH 11 DEGREES 46
MINUTES 03 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 152.17 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUING SOUTH 11 DEGREES 46 MINUTES 03 SECONDS EAST ALONG SAID
WEST RIGHT OF WAY, 1.48 FEET; THENCE SOUTH 13 DEGREES 12 MINUTES 49 SECONDS EAST
ALONG SAID WEST RIGHT OF WAY, 121.42 FEET; THENCE NORTH 89 DEGREES 36 MINUTES 03
SECONDS WEST 402.66 FEET TO A POINT ON AFORESAID WEST LINE; THENCE NORTH 00 DEGREES
23 MINUTES 46 SECONDS EAST ALONG SAID WEST LINE 161.59 FEET; THENCE SOUTH 89 DEGREES 36
MINUTES 14 SECONDS EAST 56.00 FEET TO A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A
RADIUS OF 20.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING NORTH 45 DEGREES 24
MINUTES 00 SECONDS EAST A CHORD DISTANCE OF 28.28 FEET; THENCE NORTHEASTERLY ALONG
SAID CURVE AN ARC DISTANCE OF 31.42 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN
ARC DISTANCE OF 31.42 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 1.24
FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 118.00 FEET AND BEING SUBTENDED BY A
LONG CHORD BEARING SOUTH 82 DEGREES 03 MINUTES 29 SECONDS EAST A CHORD DISTANCE OF
30.99 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.08 FEET;
THENCE SOUTH 74 DEGREES 30 MINUTES 38 SECONDS EAST 150.83 FEET TO A CURVE TO THE LEFT
HAVING A RADIUS OF 182.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING SOUTH 88
DEGREES 57 MINUTES 35 SECONDS EAST A CHORD DISTANCE OF 90.83 FEET; THENCE
SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 91.79 FEET; THENCE SOUTH 58
DEGREES 24 MINUTES 21 SECONDS EAST 34.33 FEET TO THE POINT OF BEGINNING, SAID IN
PREVIOUS DEED TO CONTAIN 1.355 ACRES, MORE OR LESS.
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