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Home My WebLink About03090025 St. Christopher Episcopal Church Exapnsion pg. YWOOLLEN, MOIZAN AND PARTNERS, INC. ARCHITECTURE 47 South Penasylvenda Street Sulte 1000 lndanapoks. IN 46204 317.6327484. 317.687.2064 (kW www.wodlenmolzan.com GvI Structural Ennlneers ARSEE ENGINEERS, INC. 9715 KINCAID DRIVE, SUITE 100 FISHERS, INDIANA 46038 -9459 Telephone: (317) 594.5152 Fax: (311) 594 -9590 E-mail: Imodlln@arsee-engineers.com Mechanical Electrical /Plumbing Engineers R.E. and Associates, Inc. Consulting Engineers 732 North Capitol Avenue Indianapolis, Indiana 46204 Telephone: (317)634 -4672 Fax: (317)638-8725 E- TTiuri: A RULE 5 CLARIFICATION A SIGNED AND SEALED tin inF L ao a) INC i „,,,,C a 0 .4„,„„J 1........1 VI •L 03/11/04 03/29/04 1 Nor 3.„,, U CZ ca. 0 2 0 LIN Z` voila 5 k i... ro r■L.n tin L.1.1 v N CONSTRUCTION DOCUMENTS PHASE 1,2 km, WI r' mow E a) a /4 &3 Certified by sniusup 40: g i No. E-01 1 0001109 I= ,5! y Q 4 TT E 0 AS A 1 A j 4442AIAL,,, \J A, Dame OCTOBER 14, 2003 Drawn MAO cheated VAE Drawing Name EROSION CONTROL DETAILS 6' EMBEDMENT A ■iu Ii i■■■■■■■■■■■■■■■■■■■■■■■■■il I t■■■■■■■■■■■■■■■■■■■■■■EMM II i■■■■■■■■■■■■■■■■■■■■■■■■■I I Ii■■■■■■■■■■■■■■■■■■■■■■ EMWIII■■■■■■■■■■■■■■■■■■■■■■■■■rr IIR ■■■■■■■11■■■■■■I■■■■■■tttM■1II ■■■■■■■■■■■■■■■■■■■■■■■■■ii I l■■■■■■■■■■■■■■■■■■■■■■MMO II i■■■■■■■■■■■■■■■■■■■■■■■■■i r I I■■ ■■■■fi■■■■■■■■■■■■ ■■MEM I l■■■■■■■■■■■■■ ■■■I I Ii■■■■■■ U■■■■■■■■■■■■■■■ ME■i Ii■■■■■■■■■■■■■■■■■■■■■■I•IMIi■■■■■■■■■■■■■■■■■■■■■■■■■i1 11■■■■■■■■■■■■■■■■■■■■■■w■MI i■■■■■■■■■■■■■■■■■■u■■■■■■i 1 It■■■■■. i■..... imm um■■■ fi■■ nliNrt■■■■■■■■■■■■■■■ ■■■■■it 1!■■■■■M�■■■■■■■■■■■■II■■r■ UNImmumm.. �.n• u■■■■■■■■■■■■■■■■■■■■■■ ■M■nN■■■■■■■■■■ ■■■■■■■■■■■■■n 6' MAX. ii 1..• UNSUPPORTED SILT FENCE NO SCALE f f f f u e co c z GEOTEXTILE FABRIC FLOW GRAVEL SILT FENCE DETAIL TRENCH DETAIL F.F T.F. WHEN APPLICABLE POST 16" MIN. DEPTH ELEVATION PLAN VIEW BALE INLET FILTER NO SCALE A SEQUENCE OF EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION 1. INSTALL SILT FENCE AS SHOWN ON EROSION CONTROL PLAN. 2. INSTALL BALE FILTERS IN EXISTING DITCHES. CONSTRUCTION 1. REMOVE TREES AND PERFORM NECESSARY GRUBBING AND CLEARING. 2. GRADE SITE TO REQUIRED ELEVATIONS FOR PHASE OF CONSTRUCTION UNDER CONSIDERATION. INSTALL DRAINAGE SWELLS AND CULVERTS. 3. INSTALL BALE FILTERS IN CULVERTS, DRAINAGE SWELLS, AND AROUND INLETS. PLANT TEMPORARY SEEDING. 4. PERFORM BUILDING CONSTRUCTION. 5. PERFORM FINISHED LANDSCAPING AND PLANT PERMANENT SEEDING. POST- CONSTRUCTION 1. REMOVE SILT FENCES AND BALE FILTERS. 2. PERFORM FINAL GRADING AND LANDSCAPING ADJACENT TO SILT FENCES AND BALE FILTERS. PLANT REQUIRED PERMANENT SEEDING. 2)- 2 "x2 "x3' PEGS (OR STEEL FENCE POSTS) EACH BALE EXISTING GROUND EMBED BALES 6" DEEP CATCH BASIN GRATE BALED STRAW EXISTING GROUND BALE DITCH FILTER NO SCALE 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 SEDIM NT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST PORT, OR IF THE FENCE BEGINS TO BULGE. 0 (2) 2 x2 x3' PEGS (OR STEEL FENCE POSTS) EACH BALE EMBED BALES, 6" DEEP OVERLAP EDGES OF DITCH BALED STRAW BALE INLET FILTER /BALE DITCH FILTER 1. INSPECT BALES IN EXIST1Nt 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 R REACHES HALF THE HEIGHT OF THE BALE FILTER. 5. SEDIMENT DEPOSITS REMAINNG (AFTER THE STRAW BALE FILTER IS NO LONGER REQUIRED) SHOULD BE DRESSED TO THE EXISTING GRADE, AND SEEDED. APPUCABLE SHEET C0.01 C0.01 C2.01 /C3.01 C2.01 C1.01 C1.01 NONE C0.01 C0.01 C3.01 -03 C3.01 C3.01 NONE C3.01 -03 C4.01 C4.01 C4.01 /C5.02 C5.02 C4.01 /C5.02 C4.01 /C5.02 C3.01 -.03/C4.01 /C5.02 C4.01 /C5.02 03.01- .03/C4.01/C5.02 C3.01 -0.3/C4.01/C5.02 C1.01/C3.02-.03 N/A C5.02 TEMPORARY PERMANENT SEEDING 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 FERTIUZER, SEED, AND MULCH FERTILIZER. FtiI1UZER AS SHALL BE SPREAD UNIFORMLY OVER THE AREA TO BE SEEDED. FERTILZER 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 APPUED BY A HAND OPERATED CYCLONE SEEDER OR OTHER APPROVED EQUIPMENT. MULCH. MULCHING MATERIAL SHALL BE APPUED 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 APPUED 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 SHA',L. 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 USTED 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 GARUC. 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 BE SATISFACTORY. THIS REPORT IS REQUIRED BEFORE SEED IS SOWN. SUCH TEST REPORT SHALL BE NO MORE 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 TESILD BY THE STATE SEED COMMISSION MAY BE USED Wfl'HOUT F itrliER 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; SHRELDED 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 LCCATIONS 1E LANDUSE OF ADJACENT AREAS TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES 2A EXISTING VEGETATION 2B LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE 2C 100 YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS 2D SOILS INFORMATION 2E EXISTING AND PLANNED CONTOURS AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS 2F LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE 2G IDENTIFY ALL RECEMNG WATERS 2H POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER 21 LOCATION OF STORMWATER SYSTEM 3A 3B LAND DISTURBING ACMES LOCATION AND APPROXIMATE DIMENSIONS OF ALL DISTURBED AREAS SOIL STOCKPILES AND /OR BORROW AREAS EROSION AND SEMEN; :ONTROL MEASURES 4A SEQUENCE OF WHEN EACH MEASURE WILL BE IMPLEMENTED 4B MONITORING AND MAINTENANCE GUIDELINES FOR EACH MEASURE 4C PERIMETER SEDIMENT CONTROL MEASURES 4D TEMPORARY SEEDING 4E TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 4F PERMANENT EROSION AND SEDIMENT 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 Sheet No. C5.02