The URL can be used to link to this page

Home My WebLink About03090025 St. Christopher Episcopal Church Exapnsion pg. MENT LJ HMUMMUMWOMMUMMEMMINIMMEMMUMMOMEMMINIMEMMEMININEMEMM IIMMUMINEMOMMENOMMEMEMENNIUMMINEMMOUREMIUMUMMOMMO I UMOMMIONI MUMERM■ MMINI I it l MIN. .IMUMMI $IauuIR Iu1'1 HOMMUNIRMMUMMOMMUMMEMONIUMMUMMNOMMININMOMMEMEMION IIMM MMEONENM■MENEMEMMIUMM IMEMEMENUEMEMOMMEMENEMME IIMMEMEMMIUMNSOMUMMEOMMMUMUSIIMEMINEUMMEMMEM UMMUMMINIMUMEMEMMINIMMEMMIUMEMINUMMUMMIUMMEMEM 1 EMMIIMMUMMEMESMOMMOMMEM Nit1MMENM INEMMEMEMMEMOMMEMIEMII HEMOMEMEREMOMMUMEREMMIIMMUMMIUMNIUMMUMME 1 OOMM. u■ HI_ as_. mmu mmumE...1111.MMEMMEMMEMIUMMEME �uimuI MOMINUMMUMMEMEMUMMERMENHINIUMEMENNUMMUMMEMM 1 L J 6' MAX. UNSUPPORTED SILT FENCE NO SCALE X o GEOTEXTILE FABRIC FLOW GRAVEL SILT FENCE DETAIL TRENCH DETAIL F.F.T.F. WHEN APPLICABLE POST 16" MIN. DEPTH OVERLAP EDGES ELEVATION V V V V V V V V v V v v V V.., V v v V v V v v v v v V v v v v v v V V Vti v v v NO SCALE (2)- 2 "x2 "x3' PEGS (OR STEEL FENCE POSTS) EACH BALE EXISTING GROUND EMBED BALES 6" DEEP CATCH BASIN GRATE BALED STRAW PLAN VIEW BALE INLET FILTER EXISTING GROUND NO SCALE 0 L OVERLAP EDGES OF DITCH BALED STRAW (O (2)-2"x2"x3' PEGS R STEEL FENCE POSTS) EACH BALE PLAN BALE DITCH FILTER MONITORING MAINTENANCE OF EROSION CONTROL MEASURES SILT FENCE 1. INSTALL FENCE AROUND PERIMETER PRIOR TO THE START OF CONSTRUCTION. 2. INSPECT FENCE DAILY AND AFTER EACH STORM EVENT. 3. REPLACE FENCING AS NECESSARY. 4. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT, OR IF THE FENCE BEGINS TO BULGE. BALE INLET FILTER /BALE DITCH FILTER 1. INSPECT BALES IN EXISTING DITCHES PRIOR TO THE START OF CONSTRUCTION AND IN PROPOSED DRAINAGE AREAS IMMEDIATELY AFTER INSTALLATION OF CULVERTS. 2. INSPECT BALES DAILY AND AFTER EACH STORM EVENT. 3. REPLACE BALES AS NECESSARY. 4. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE BALE FILTER. 5. SEDIMENT DEPOSITS REMAINING (AFTER THE STRAW BALE FILTER IS NO LONGER REQUIRED) SHOULD BE DRESSED TO THE EXISTING GRADE, AND SEEDED. EMBED BALES, 6" DEEP APPLICABLE SHEET C0.01 C0.01 02.01/C3.01 C2.01 C1.01 TEMPORARY PERMANENT SEEDING C6.02 C6.02 C4.01 /C6.02 C4.01 /C6.02 C4.01/06.02 C4.01/C5.01/C6.02 C4.01 C4.01 C1.01 N/A C4.01/C5.01/C6.02 PREPARATION OF GROUND BEFORE SEEDING THE AREA TO BE SEEDED SHALL BE MADE SMOOTH AND UNIFORM AND SHALL BE IN ACCORDANCE WITH THE FINISHED GRADES SHOWN ON THE PLANS. IT SHALL HAVE BEEN GIVEN FINAL TRIMMING IN ACCORDANCE WITH IDOT STANDARD 210. THE SEED BED, IF NOT LOOSE, SHALL BE LOOSENED TO A MINIMUM DEPTH OF 3 INCHES BEFORE FERTILIZER OR SEED IS APPLIED. APPLYING FERTILIZER, SEED, AND MULCH FERTILIZER. FERTILIZER AS SHALL BE SPREAD UNIFORMLY OVER THE AREA 10 BE SEEDED. FERTILIZER SHALL BE SPREAD AT THE RATE OF 800 POUNDS PER ACRE. SEED. SEED MAY BE DRILLED IN OR MIXED WITH WATER, BUT SHALL NOT BE COVERED MORE THAN 1/2 OF AN INCH OF SOIL. THE MIXTURE MAY BE APPLIED BY A HAND OPERATED CYCLONE SEEDER OR OTHER APPROVED EQUIPMENT. MULCH. MULCHING MATERIAL SHALL BE APPLIED UNIFORMLY IN A CONTINUOUS BLANKET AT THE RATE OF 2 TONS PER ACRE. MULCHING MATERIAL SHALL BE PUNCHED INTO THE SOIL SO THAT IT IS PARTIALLY COVERED. AFTER PROCEDURES FOR HOLDING THE MULCH IN PLACE HAVE BEEN COMPLETED, THE AREA SHALL BE WATERED THOROUGHLY. THE SEED OR SOIL BENEATH IT SHALL NOT BE DISPLACED. THE MULCHING MATERIAL SHALL BE MAINTAINED IN PLACE SATISFACTORILY UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE CONTRACT. SEED MIXTURES THIS IS A GENERAL PURPOSE SEED MIXTURE AND SHALL BE APPLIED AT THE RATE OF 170 POUNDS PER ACRE. THE MIXTURE SHALL CONSIST OF 95 POUNDS OF KENTUCKY 31 FESCUE OR APPROVED EQUAL, 65 POUNDS PERENNIAL RYEGRASS, AND 10 POUNDS JASPER RED FESCUE OR APPROVED EQUAL. GRASS SEED IN THE QUANTITIES AND VARIETIES REQUIRED SHALL BE FURNISHED FULL- TAGGED AND DELIVERED IN PROPERLY DESIGNATED PACKAGES OR BAGS AS DIRECTED. SEEDS SHALL CONTAIN NONE OF THE NOXIOUS WEEDS LISTED HEREIN, FOR ANY THAT ARE LISTED IN THE ACTS OF THE GENERAL ASSEMBLY OF THE STATE. NOXIOUS WEEDS ARE: CANADA THISTLE, FIELD BINDWEED, JOHNSON GRASS, PERENNIAL PEPPERGRASS, PERENNIAL SOWTHISTLE, QUACK GRASS, RUSSIAN KNAPWEED, AND WILD GARLIC. SEED SHALL BE PURCHASED FROM SOURCES OF SUPPLY THAT HAVE BEEN SAMPLED, TESTED, AND REPORTED BY THE STATE SEED COMMISSION, PURDUE UNIVERSITY, WEST LAFAYETTE, INDIANA, AND FOUND TO BE SATISFACTORY. THIS REPORT IS RFnI TIRED R EFpy SFFn IS SnWN_ Sl JC'H TEST REPORT S HAI 1 RE Nn mnpr THAN 9 MONTHS OLD AT THE TIME SEED IS USED AND THE USE OF THE SEED SHALL BE SUBJECT TO APPROVAL. SEED WHICH HAS BEEN TESTED BY THE STATE SEED COMMISSION MAY BE USED WITHOUT FURTHER TEST PROVIDED EACH BAG OF SEED BEARS A TAG SHOWING THE SEED MEETS THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. MULCH FOR SEEDING MULCH FOR SEEDING MAY CONSIST OF STRAW; CHAFF, CLOVER, TIMOTHY, ALFALFA, PEPPERMINT, OR SOY BEAN HAY; SHREDDED FODDER; EXCELSIOR MULCH; WOOD CELLULOSE FIBER MULCH; OR CLOVER CHAFF. ALL MULCH SHALL BE REASONABLY FREE FROM PRIMARY NOXIOUS WEED IN ACCORDANCE WITH IDOT STANDARD 914.04. RULE 5 CHECKLIST PROJECT INFORMATION 1A PROJECT LOCATION MAP 1B NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT 1C LOCATION OF PLANNED AND /OR EXISTING ROADS, UTILITIES, STRUCTURES, HIGHWAYS, ETC. 1D LOT AND /OR BUILDING LOCATIONS 1E LANDUSE OF ADJACENT AREAS TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES C1.01 2A EXISTING VEGETATION C3.01 2B LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE C0.01 2C 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS C0.01 2D SOILS INFORMATION C3.01 2E EXISTING AND PLANNED CONTOURS AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS C3.01 2F LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE 03.01 2G IDENTIFY ALL RECEIVING WATERS N/A 2H POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER C3.01 21 LOCATION OF STORMWATER SYSTEM LAND DISTURBING ACTIVITIES C4.01 3A LOCATION AND APPROXIMATE DIMENSIONS OF ALL DISTURBED AREAS 04.01 3B SOIL STOCKPILES AND /OR BORROW AREAS EROSION AND SEDIMENT CONTROL MEASURES 4A SEQUENCE OF WHEN EACH MEASURE WILL BE IMPLEMENTED 48 MONITORING AND MAINTENANCE GUIDELINES FOR EACH MEASURE 4C PERIMETER SEDIMENT CONTRCL MEASURES 4D TEMPORARY SEEDING 4E TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 4F PERMANENT EROSION AND SE=DIMENT CONTROL MEASURES 4G STORM DRAIN INLET PROTECTION 4H STORMWATER OUTLET PROTECTION 41 STABLE CONSTRUCTION ENTRANCE 4J EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS 4K PERMANENT SEEDING Arcnitects woC AND ARC 47 South Penns 317.632.7484. Civil Structural ARSE 9715 KIN FISHERS Telephor Fax: E -mail: Mechanical I EIE R. and AS Consul 732 Nort Indlanap Telephoi Fax: E -mail: 1 r I RE isemesemwasi Certified by Date SE Drawn MAC Drawing Nam ERa CON' SS 'l;' to.