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Home My WebLink About07120070 Site Plan0®0 SCALE: 1"=30* Lot 37 TC 897.9 INV 888,0.0_x. . ?./t/ 1 ? l? 11 , • iuul ivuv vi • • i,r.r i vi+a s Last Date of Fieldwork: 12-10-2007 I?? \ l`- `r I TYPICAL WATERSHED PATTERN FOR LOT. (N.T.S.) 7? SEEDING REQUIRED EX. SANITARY MH. ® STORM SEWER INLET j/ STABILIZED CONSTRUCTION DRIVE p---SILT FENCE X STAKE SET o IRON PIN FOUND O COPPER WELD FOUND E DEC 17 2007 / SD t4??G C \?' S WATER STUB (4" Perf. PVC)--k Pte. yti -S- SANITARY SEWER WINDOW 4C, ? /SILT IF SD TOPSOIL STOCKPILE / PROTECTION Lot 38 Villages of West Cloy Section 9002 P.C. 4, Slide 47 p\Area = 0.466 ac. G\\ S? SD `T SD / - URPOI 52 12' INLET WITH APPROVED SEDIMENT CONTROL STORMWATER DRAIN $ BM \ NOTE: BUILDER TO ENSURE PROPOSED GRADE ADEQUATE DRAINAGE AWAY FROM e CLEANDUT \.,. STRUCTURE. NOTE: This Plot Plan was derived using construction plans and record drawings. This Information was not necessarily confirmed by a field survey. Therefore, Foster Land Surveying, Inc- does not warrant the accuracy of the information contained hereon. All existing conditions should be verified by the Builder and Contractor prior to construction. Please report any discrepancies to Foster Land Surveying, Inc. immediately. Failure to do so will imply that the Contractor assumes all liability. NOTE: All utility connection paints to be verified by the contractor. NOTE; Utility connections and service laterals per utility companies standards of design, respectively. All connections to be coordinated with utility companies. TC 895.54 886.44 s i PREPARED FOR: CALL IWIJ WUKKINU UATJ tftttJKL TLIU DIUI `JTTIUII1#%/' WITHIN INDIANA 1-800-382-5544 FROM OUTSIDE INDIANA 1-800-428-5200 SURVEYOR'S NOTE N0. UNDERGROUND' UTILITIES HAVE BEEN LOCATED By ABOVE LS 20500003 GROUND EVIDENCE AND INFORMATION SUPPLIED BY UTILITY SPOTTERS. FOSTER LAND SURVEYING CANNOT GUARANTEE / ' STATE OF THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. •,'.91,?n,:,•'p?,? ..... VERIFIED PRIORUTOIANY CONSTRUCTCON?ES SHOULD BE Rv CASTALIA HOMES, LLC 317-706-6770 Property Address: 13364 Ahc rn Street, Carmel, IN 46032 Revisions: Idn. Foster Land Surveying Inc. MAPPING - SURDIVISIONS - SITE DESIGN 1.) LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A MANNER THAT WILL MINIMIZE EROSION. 2.) CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3.) THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4.) ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5.) SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6.) WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 7.) SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE' FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8.) SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE PER WEEK, 9.) IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10.) BURNING OF WASTE AND DEBRIS IS b9H ALLOWED ON SITE. ALL WASTE, DEBRIS, DEMOLISHED STRUCTURES, OLD FENCING, CUT TREES, ETC. WITHIN CONSTRUCTION AREA SHALL, BE REMOVED AND DISPOSED OF OFF SITE. (HOMEOWNER SHALL CLEARLY MARK ANY EXISTING TREES THAT THEY INTEND TO KEEP.) 1.) SCHEDULE OF EARTHWORK ACTIVITIES: e.) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY THE ENGINEER. b.) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES-SHALL--BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. Property Address: 13364 Abemom SHw, Ca cI IN 46032 I Revisions: County: Hamillou I PMjeCt: Caswlia Homes, LLC SEASONAL SOIL PROTECTION 1 CHART METHOD JAN. FEB. MAR APR MAY JUN. JUL. AUG SEP. OCT. NOV DEC. E SE MNNENT .1 1 // // // / DORMN T g LEM ORARY SEEDING SODDING MULCHING A - KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE B = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE C - SPRING OATS 3 BUSHELS/ACRE D = WHEAT OR RYE 2 BUSHELS/ACRE E = ANNUAL RYEGRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.) F = SOD ///// = IRRIGATION REQUIRED A* = IRRIGATION REQUIRED FOR 2-3 WEEKS AFTER SODDING. SEEDBED PREPARATION FOR PERMANENT SEEDING: 1.) TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS 2.) IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3.) FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER APPLYING 400-800 LBS/ACRF OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZLR. 4.) TILL TOP SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2-4 INCHES DEEP WITH A DISK OR RAKE ACROSS THE SLOPE. RULE 5 REQUIRES ALL DISTURBED AREAS LIKELY TO BE IDLE FOR 15 DAYS, OR MORE, SHALL HAVE SURFACE STABILIZATION APPLIED. WHEN WEATHER CONDITIONS PREVENT RAPID GERMINATION OF GRASS, 2 TON/ACRE MULCHING SHOULD BE USED TO ENSURE GROUND STABILIZATION REQUIREMENTS ARE NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC AND SHALL BE OF SUFFlCIENT STRENGTH TO RESIST DAMAGE FILTER FABRIC DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEX71LE FABRIC CONSISTING OF STRONG ROT RESISTANT MATERIALS FLOW RESSTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE M MAINTENANCE: INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES EXTEND FABRIC INEFFECTIVE, REPLACE THE AFFECTED PORTION WIRE TO 4" BE[ IMMEDIATELY. REMOVE DEPOSITED SEDIMENT MIEN SURFACE IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS. BRING THE DISTURBED AREA TO GRADE AND STABIu2E. WOOD POST 7 n PROVIDE APPROPRIATE TRANSITION N.LS. BETWEEN STABILIZED CONSTRUCTION ??z? ENTRANCE AND FXISnNG PAVEMENT. ew /r ? e / rc I FA9 I?i a , m PROFILE ,RWND MAINTENANCE: ` INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER EACH STORM EVENT HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND 1 RUNOFF CONTROL. TOP DRESS WITH CLEAN STONE AS = PLAN = I NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC/PRIVATE ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BRNEN ROAD PAVEMENT IMMEDIATELY. MET. I HEREBY CERTIFY THAT THE NOTES TO BUILDER: DRAINAGE WAYS, PAD ELEVATIONS 1) BUILDER TO INSTALL TEMPORARY CONSTRUCTION ENTRANCE PRIOR TO ANY EARTH DISTURBING AND EROSION & SEDIMENT ACTIVITY. CONTROL MEASURES ARE 11) BUILDER TO INSTALL SILT FENCE OR APPROVED EQUAL. BUILDER TO INSTALL AND/OR CONSISTENT WITH THE OVERALL MAINTAIN INLET SEDIMENT PROTECTION. DEVELOPMENT PLANS. III) BUILDER TO CLEAN MUD FROM STREETS AND ALLEYS DAILY. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER COMPLIANT WITH ALL STATUTES AND ES A. FDS R, REGULATIONS. N0. 205000 IV) BUILDER MUST COMPLY WITH ALL ORDINANCES GOVERNING SITE EROSION AND SEDIMENT SEDIMENT CONTROL AND THE APPROVED EROSION CONTROL PLAN FOR THE DEVELOPMENT P, F0,3 N0. LS 20500003: y < STATE OF lee V) BUILDER SHALL NOT ALTER ELEVATIONS OF ADJOINERS LOT. BUILDER TO ENSURE SEDIMENT/EROSION DOES NOT LEAVE THE LOT. VI) THE OVERALL SELF MONITORING PLAN AND PROCEDURES AS APPROVED FOR THE FOSt?I' Land SlllVeying 1 DEVELOPMENT SHALL DE USED IN CONJUNCTION WITH THIS PROPOSED SITE PLAN. y nC. VII) BUILDER TO OBTAIN A REFERRAL FROM THE DEVELOPER FOR THE "QUALIFIED INDIVIDUAL" IN CHARGE OF THE MANDATORY STORM' WATER POLLUTION PREVENTION SELF MONITORING PROGRAM MAPPING SUBDIVISIONS SITE DESIGN FOR THIS PROJECT SITE. BUILDER TO ENSURE THE NECESSARY DOCUMENTS. PLANS, AND