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HomeMy WebLinkAbout06070008.33L -- - SIGN TO INDICATE THE LOCATION OF SEE PLAN FOR LIMITS THE CONIC WASHOUT AREA EXISTING OR h POSTS HARDWOOD PROPOSED GRATE SILT FENCE, SEE DETAIL C206 2' -0" MIN. V FOR ADDITIONAL INFORMATION. 6' 0. C. CROSS BARS BERM AROUND PERIMETER 1 2" MIN KEEP SILT FENCE IN PLACE /� \� \' \ 12• I UNTIL GRASS IS WELL ESTABLISHED. FABRIC = AMOCO 4535 Z j \ \ \j� - - - _ GROUND SURFACE » w NDNWOVEN COMPACTED 2 -0" MIN O� I - - - - _ Q ! SOIL � N COMPACTED MBANKMENT C J I - In f NAERIATYP ' ELAT ER 2-0 MIN. 2' -0' 15x15' MIN OR SIDE Cr *, AS REQUIRED TO ELI o q. CONTAIN WASTE CONC $� 1 z ANCHOR FABRIC Ig ! ° Z o LATH S y «d" OD SEE SECTION GEOTEXTILE NOTES: Q `0 1, CONC WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONC PLACEMENT ON SITE. ISOMETRIC 18" MIN. S Opt � DEPTH 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS I� NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONC WASHOUT AREA TO OPERATORS OF CONC TRUCKS N AND PUMP RIGS. EX. SUBGRADE N NOTE: 3. THE CONC WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO 3' -o'• S -0" EROSION CONTROL BLANKET ANCHOR SEE PLANS AND SPECIFICATIONS MAINTAIN CAPACITY FOR WASTED CONC. N NORTH AMERICAN GREEN 5150 TRENCH FOR SIZE OF RIPRAP. OR EQUAL. FOR SECURING THE 4. AT THE END OF CONSTRUCTION, ALL CONC SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ! 6' -0" BLANKET USE A STAPLE PATTERN APPROVED WASTE SITE. h OF 3.5 STAPLES PER SO. YD. 5. WHEN THE CONC WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR } OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. m EROSION CONTROL @END SECTION INLETS 04 SEDIMENT CONTROL FENCE 03 RIP -RAP DETAIL 02 CONC WASHOUT DETAIL 01 w a w 6' -0" MINIMUM 100% DMY BAG*H 0 a ll[Fa31! 1- EBB - 70100 `tg111111 /II�j x x 20•x x 40' Imtallation and Maintanance GtlideHim �A,���� N 0 'fev, '� 3' ts' 3' 1.5 60% odoi °' i PIPE ` 35� 50% etttonat o� ahaaMats PC., X0>e,oat *New fn unR. stand \ ���� Q••.U7.••,• 3' x x X tin pat a+t aai. Ya.. the tat 1g dbate oM at the may . i ILL 6-'s RIP -RAP END SECTION _- _ - a o 2 " 40% � f � � � � b Doy �a II�� tha� Ufa \ � � :t�� M ARI ` 3 1 ' FLOW x x x x x x 8 5 2 3,1 330% EYI5s ewlow louet 110 papa ibio tha taint 4 S N Z Q c Q= E - �: 1 m i �� : t PIPE A B C D A. at ME& aaar Sank alas= Seat. Aaar aaah Sias= saaa! � •S • � • � D SO= 12 x X X x 207 NlNiatanaaer lwd►a alt +eoumu]aLR aelthnaat aaa fShsla from n CULVERT 15% and at, >faESiae f dmvwho took 6da tie Daa� Baia L lr tin \ 0 UJI �� y't••� a •i I STAPLES,PER SO. YD. 5 STAPLES PER S4. YD 2 STAPLES PER S0. YD. 5 STAPLES PER SO. 10 ' V% W ` 12" OF RIP -RAP - 10% ooatatama<t Sena 6 am" than 1/5 !nit of aaEimaat, the ndt \ D 0, 3 X DNA. (MINIMUM) 4. D 0 >�aaat the strw am r aw the data. �r� eptie"al \ Q •NO•����,` r �2" WOVEN ea a�oa6SdS1 replan ahaoeia"t whoa aar mturat m 4aill11t1 CEOTEXTILE FLOW c e �� _ �_ END VIEW PLAN VIEW _ _ __ 3D0 DANDY HAG*II PUBLIC ROAD \ 50' (MIN) U7 11=111111 i11=111111 DATE DESCRIPTION 275 _f 250 - C 9 -5 -08 FINAL CONSTRUCTION PLANS 3.7 2. � 225 B \ 9 -16 -08 CITY REVIEW 4:1 Fl`L S� p�S�Op 9 1� C ° \ \ 9-24-08 0O6 08 CITY REVIEW f f C DAWT Ora a _ ORIGINAL GROUND 1• 125 B C D JIlIII EfANDM N PIPE NO OVERFALL - 5. 15D FLOW CULVERT I _ 75 A �a 9iRrP OF 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPUGTIDN OF UME, FERBUZER, AND SEED. NOTE: 5D � OF �Y WHEN USING CELL- D -SEEO, 00 NOT SEED PREPARED AREA. CELL- O-SEED WST BE WALLED 'MTH PAPER SIDE A B a�Y� d d o o a 12, I I I II 25 B 6" (MIN) 1 1 1 1 1 1 1 RIP -RAP Z. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6• DEEP X 6• WIDE TRENCH. BACK FILL FT. 4:, 3:1 2:1 1:1 LOW MED /HIGH AND COMPACT THE TRENCH AFTER STAPLING. FLOW FLOW 20' (MIN) 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. SLOPE GRADIENT 2 " -3" COARSE 2- WOVEN \\-COMPACTED TED SOIL CHANNEL CHANNEL GEOTEXTILE 4. THE EDGES BF PARALLEL BLANKETS uJSr BE STAPLED WITH APPRaXNAT> =LY Y D�vtLgP. STAPLE PATTERN GUIDE AND AGGREGATE 6' -0" MINIMUM 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE PUCE BLANKETS END OVER END (SHINGLE STYLE) WITH SHORELINE CROSS - SECTION APPROXNATELY 6' OJERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' APART. GEOTEXTILE FABRIC TO STABILIZE REFER TO GENERAL STAPLE PATTERN FOUNDATION (ESPECIALLY IMPORTANT Uj THE SLOPE INSTALLATION GUIDE FOR CORRECT STAPLE SIZ% OF RIP -RAP EQUALS PATTERN RECOMMENDATIONS. WHERE WETNESS IS ANTICIPATED) THE SIZE END SECTION - DISCHARGE - RIPRAP INSTALLATION 08 EROSION CONTROL BLANKET INSTALLATION DETAIL 07 CATCH BASIN INLET INSERTS 06 TEMPORARY CONSTRUCTION ENTRANCE DETAIL 05 - LL AS -2 UNIT LL z INV: 841.30 T/C = 849.73 O W z 0 J � _ „ Q U 8 PVC STANDARD NOTE: 0 INV: 841.32 1Im - W J J 8 PVC Peak TIC* Flour: 1.1 ch INV: 841.37 au� :37� O INV: 841.2 7 s.. N.000al Q W Q„ -.- 3 6 " Se►s'�� adual syabeln orialbllior� 36" HDPE * ottantwon mar vary f rn qw, LW, or LL < > custm angles to meat site oonrplild n DRIP LINE O l..`. I Uj HDPE ---- - - - - -- - - - - -- Rim elevations m match finished r1/ Z INV: 8 41.2 T�WE I R : 841.82 grade. HDPE risers can be field 2x4" STANDARDS + Ix4` RAILS I I L'L z Q B /WEIR : 8 41.32 �;� �,�;� Manhole Frame and � by ���• WITH ORANGE SAFETY FENCING � S TR - 5 Octagonal Base 42" by Contractor. Cover by Manufacturer. - - -- „ �� {See Detail) I v I o a- 6' INSIDE 6 WIDE (1332 by Manufacturer. 32" OD CC CONCRETE � G T/C = 849.67 WEIR A Riser TREE PROTECTION DETAIL 0 UASWIRL - HORSE SHOE DETAIL 10 varies 09 0 z AQ pipe piing 42" o* 8 5/8" OD Max vent U') O by Contractor. 00* 0 1"- 12" long Stub -out A vent z r- V � ) by Manufachrer. Arched Baffle J 24" HDPE z INV: 841.59 8 5/8" OD Max Swirl inlet 0 Swirl outlet W 60" 000ards dial be plawd arould acoass r 42" rfew(a) In Elton -traM sews bo pail nt 38 llndvartant Ioadlll0 by raidittaaalice Arched CLIENT NAME: vaitklaa. Baffle WOLFSON YOUNG CORPORATION Bacldlll I MR. RICHARD YOUNG 36 36 I II 9510 -1 ROSS LANE HDPE ••• • - sa, • • - • •sw • - • - • INDIANAPOLIS, INDIANA 46268 HDPE _ I -I 11 • • �-��• • -i� s,� •�';� ° I I II 1 II (317) 876 -23103 12 Bedding 12 © 2005 DeBoy Land Development Services, Inc. INV .- 841.49 _ = DESIGNED: BAW APPROVED: CRP w4mbl.a,"wRa4 11- Undisturbed Soil -I 1 -1 1 -I 11 -1 11 -I 1 a S TR - 6 , wra1011"iimwfir raaaamtO" 11=1 1� 1 111111 1 IIil1 it I 1 111 1 11111 I 1 1 DRAWN: CLH / RCB CHECKED BY: MILD 5' INSIDE ttanhob fraale • t3nllar Datall `�"°',�••� &M - - - - T/C = 849,46 CAP WITH 14 ORIFICE �"°"- ""isOihr b,,�OnW SCALE: NTS DATE: 06 -30 -06 AT INV: 841.39 NO.: 2006 -0065 AgwuaShield °oaa'- Int I�rawrl � -°" *^9JUOr0`� �'` 1:� Aqua-Swirl Concentrator Model AS -2 Off -Line Standard Detail lfannita olww SV>r R ordnooy�, TM ft -(BBB) 3449044 F- (423) !762112 U.S. Pal"t N. 1SS2�473 and other Patark tarldln C700 STR -6 UDS OUTLET DETAIL 13 12 11 OF 25 NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PROJECT F: \2006 \2006 -0065 - 11505 N. Penn - WoHeon Young \ENGINEERING \DRAWINGS SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE j DWG: C7.0 S ORMWAIER POLLUTION PREVENTION DETAILS.dwg ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED BY: R.C. BERGER BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS DATE: Mondeer October 06, 2008 9: 39: 44 AM MET AND ALSO PER CITY / TOWN STANDARDS ANO DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA.