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Home My WebLink About12090016.610 9 CONTACT 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: SHINNEMANJ ®WEIHE.NET CONTACT PERSON: JAMIE SHINNI MAN EXISTING AREAS TOTAL SITE = 0.241 AC. PERVIOUS = 0.231 AC. IMPERVIOUS = 0.010 AC. 8 EROSION CONTROL NOTES 1. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES ADJACENT TO CONSTRUCTION. 2. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. -WARNING - THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 6 5 I 4 3 2 GENERAL NOTES: SITE PREPARATION / SWPPP PHASE I 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) ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 6) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7) IF THERE ARE ANY QUESTIONS CONCERNING THIS STORM WATER POLLUTION PREVENTION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846 -6611 OR TOLL FREE 1 -800- 452 -6408 -L OUSE EXISTING ENTRANCE FOR CONSTRUCTION ENTRANCE. OINSTALL SILT FENCE. REFER TO DETAIL ON SHEET C201 3 EXISTING TREES TO BE REMOVED. 4 INLET PROTECTION. REFER TO DETAIL ON SHEET C201 OREMOVE CURB, SAWCUT CLEAN EDGE OCONSTRUCTION LIMITS O7 SAWCUT EXISTING ASPHALT FOR CLEAN EDGE. OREMOVE EXISTING SHED. OEXISTING FENCE TO BE REMOVED. o Z�C (D D �� ro cp I"— e. U) o W j Q Z o z �z w 1 mow U") ") o CD zz �- UoN zo 00 Q Q w � w r7 $3 V� II W HO 2 CN �/� 2 QZ zL3 Q Z W Iz ? � k W= rri O~ QL �_ '_cQz Q� 6 >s o U o�Q o �� -o z� r �;.� o_ _ o 0 o n d� o Q� \z �rr6, �u cv 6,� N o O s 6Fr„ �N m v - / •O N S F 4�1 7f W Q 1 :7CJ . ' _- 8 43 -_.. tAll 6O 6, •9 .. 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Rya% �S O�p � �b- y6, 9 .� CY C 6Q -- 4 o� co m �Q �9 8 Sii cp - -z s S 04 9' E x X WEST LINE, NW 1/4 SEC. 20- T18N -R4E CAREY ROAD w • o Q I w T=' m 6 511 s �9� L �bN "-I, yA6 � 8 x x 6;' > 9s CO O � a � 0 6y w c v� G I _PROPOSED 40' HALF ROW Ate — y' a `n S00047' 19 "E 150.00' X, I \ I 11 r o � `I z� I I o oz l o V 0 w CI� 0 o O CD O Z I N W D w O o F-- o N x zwz� N � N U � Z d O z z x t2'100Z 3 ,61,Lt.00 S LEGEND =, R ^ RA h F11 5 AATEF METER/ VAL'.i - r, =T. MONITOR P WELL 1R -N PIN _T,iE :_ND =?. - METE- MANHOLE 71 _ - F P L. PC'W -P POLE w/ P: - - - r r .a. s F .DE'STAL _f T -N OUT (jX IIRD ANIITAP'�' SPOVER, LNE c;EWER L NE FIX-7- N 7 c,'-! n ND-- L Era °E: ,_ FOR ME 1 7F WAY LIN -- ANi .,P .SEAER _ - L S E STORM SEWrP _ _ TV C?4r D HDPE ROOF L A PIPE c' -IL APE'' ) ED ;_ON-0-_ .i F --`r'.T'0N ' N I .RR1) - . E k ATiON P C 1 ,1NIC t C•!'_ -I) CASTING - E41- E.�' OM I k_LP ,kTip N OF .= PEi - JU f° I✓ I I . ', 1 N`_ CH _OR DE - M tC- - 1 4 C_ h , J... - - -- ^J v'IdE MPGRARY -MA- NE �° "" •"" , J RUCTION 0,jIT -_ r L,i HHEL =E Pr;'4aT EROSION CONTROL SPECIFICATIONS: 1) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, A PRE - CONSTRUCTION MEETING WITH THE CITY OF CARMEL ENGINEERING AND STORMWATER REVIEW DEPARTMENTS IS REQUIRED. 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. 0 00 � N ° ° A � z o > Q cad d W W T4 z z a 3 ° w P C] Q Z A ccd to 0 a� CD .cl .0 W� �W �W �) z mom z J w PROPOSED LEGEND IP — INLET PROTECTION — USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) ® — POSTING AREA — 4° PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. —SF— — SILT FENCE I Know what's below. 0111 before you dig. Within Indiana Call 811 or 800 - 382 -5544 24 Hours o Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK W \\\S11 1 111 K. SI G \ST, 101A 3 /0NA JAMES K. SHINNEMA 0 ° ° v z o w v E d W W T4 z z a 3 ° w P C] Q PROPOSED LEGEND IP — INLET PROTECTION — USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) ® — POSTING AREA — 4° PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. —SF— — SILT FENCE I Know what's below. 0111 before you dig. Within Indiana Call 811 or 800 - 382 -5544 24 Hours o Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK W \\\S11 1 111 K. SI G \ST, 101A 3 /0NA JAMES K. SHINNEMA