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HomeMy WebLinkAbout05060013.02 Civil Construction PlansP ' -Asir,- U)r C T Y10 CO- A, <1 �r M _11 � ri� c,7- '� �:s t Ga - cam •� E:s F © ffl viii iii �I� SeCE201 GENERAL NOTES All dimensions of pavements are to edge of pavement or face of curb unless otherwise noted. All dimensions are parallel and perpendicular to the base lines, property lines and or building lines unless otherwise noted. All radii indicated shall be formed as circular arcs. All areas where the existing pavement or pavements are damaged during construction from heavy traffic or equipment, fuel oil, oil, gasoline, etc., by the General Contractor, Subcontractor, or Suppliers, shall be reconstructed to it's original condition. The contractor shall verify--all dimensions and elevations prior to commencement of construc"(.;on. If any discrepancies are found on the engineering t for s the contractor shall immediately notify the engineer. All proposed spot elevations are the final top of pavement, top of curb or final grade elevation. To determine the subgrade elevation required belmv a proposed finished elevation, see the appropriate detail. Proper precautionary steps must be taken during the entire construction schedule to alleviate such damage to subsoil from heavy construction equipment. All construction methods and materials must conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has jurisdiction. rDG�1'T DIG BUMWE Ca +I Monday through Friday -7 AM to 6 PM 1 -800 -382 -5544 1- 800 -428 -5200 h'ithin Indiana Outside Indiana PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE nn (2) WORKING DAYS BEFORE COMMENCING WORK. iaapholu -,,<Ex. R/W (SOLLENBERGER TRACT - QUOTED FROM i'?STR. #9220584) Part of the East half of Section 36, township 18 North, Ra, -,ge 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, in Hamilton County, Indiana; trance South 00 degrees 00 minutes 00 seconds (assumed bearing) on the East line of said Northeast Quarter 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds VA-st parallel with the North line of said Northeast Quarter 1191.63 feet; thence south 01 degrees 07 minutes 44 seconds; West on the 'Jest right -of -way line of Third Avenue, S.W' 4413.90 feet to the true point of beginning of the tract he' rein described; thence Soutn i01 degree 07 minutes 44 seconds West on said West right -of -ay line 162.50 feet to an irc;, pin; thence South 87 degrees- 33 minutes 07 seconds West 352.x-1 feet to an iron pin; hence South 03 degrees 36 minutes 51 seconds 'Jest 165.93 feet to an iron pin; `hei�ce North 86 degrees 59 minutes 00 seconds West 115.46 feet to an iron pin; thence South 00 degrees 38 minutes 00 seconds East 151.74 feet to an iron pin; thence South 80 degrees 22 minutes 00 seconds West 344.92 feet; thence North 00 degrees 32 minutes 50 seconds East 506.34 feet; thence north 89 degrees 27 minutes 30 seconds East 51.44 feet to the point of curvature of a tangent curve whose radius point bears North 00 der�;rees 32 minutes 30 seconds West 925.00 feet from the point of curvature; the nce e- sterly on said curve an arc distance of 281.85 feet; thence North 72 degrees 00 m ;notes 00 seconds East 87.01 feet to the point of curvature of a tangent curve whose radiu=s point bears South 18 degrees 00 minutes 00 seconds East 268.73 feet; thence Eastarly said curve cn arc distance of 225.13 feet; thence South 60 degrees 00 minutes 00 se:_�uids East 40.00 feet to the point of curvature of a tangent curve whose radius point bears North 30 degrees 00 minutes ? seconds East 325.00 feet from the point of curvature; t )ence easterly on said curve an arc distance of 163.77 feet to the true point of beginning of the tract herein described; containing 7.075 acres, more or less. 5 Y I REVISIONS I SYM REVISIONS DRAWN BY- KAK DESIGNED BY.- MA5 CHECKED BY.• DRH DATE: MA Y J, 2005 EXCEPT THEREFROM: Part of the East half of Section 36, township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Northeast Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on the east line of said Northeast Quarter 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West Parallel with the North line of said Northeast Quarter 1191.63 feet; thence South 01 degrees 07 minutes 44 seconds West on the West right -of -way line of third Avenue, S.W., 446.90 feet to the Southerly right -of -way line of Gradle Drive and a curve having a radius of 325.00 feet, the radius point of which bears North 01 degree 07 minutes 44 seconds East; thence Westerly along said curve 163.77 feet to a point which bears South 30 degrees 00 minutes 00 seconds West from said radius point; thence North 60 degrees 00 minutes 00 seconds West 40.00 feet to a curve having a radius of 268.73 feet, the radius point of which bears South 30 degrees 00 minutes 00 seconds West; thence Westerly along said curve 225.13 feet to a point which bears North 18 degrees 00 minutes 00 seconds West from said radius point; thence South 72 degrees 00 minutes 00 seconds West 72.62 feet to the Point of Beginning of the following described parcel of land; thence South 00 degrees 32 minutes 50 seconds West 400.95 feet; thence South 00 degrees 38 minutes 00 seconds East 151.74 feet; thence South 89 degrees 22 minutes 00 seconds 'Vest 344.92 feet; thence North 00 degrees 32 minutes 50 seconds East 506.34 feet to the South right -of -way line of Gradle Drive; thence North 89 degrees 27 minutes 30 seconds East along said right - of -way line 51.44 feet to a curve having a radius of 925.00 feet, the radius point of which bears North 00 degrees 32 minutes 30 seconds West; thence Easterly along said curve 281.85 feet to a point which bears South 18 degrees 00 minutes 00 seconds East from said radius point; thence North 72 degrees 00 minutes 00 seconds East along said Southerly right -of -way line 14.39 feet to the Point of Beginning of the above described parcel of land, containing 4.079 acres, more or less. k I� 15' Te;e. Lh (THE PEAK GROUP TRACT - QUOTED FROM INSTR. #8726244) Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Northeast corner of the Northeast Quarter of Section 36, Township 18 North, Range 3 East; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on and along the East line of said Northeast Quarter 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West parallel with the North line of said Northeast Quarter 1191.63 feet; thence South 01 degree 07 minutes 44 seconds West on and along the West right -of -way line of third Avenue, S.W., 609.40 feet to an iron pin set at the True Beginning Point of this Description; continuing thence South 01 degrees 07 minutes 44 seconds West on and along said West right -of -way line 29.57 feet to an iron pin; thence North 86 degrees 59 minutes 00 seconds West 364.35 feet to an iron pin; thence North 03 degrees 36 minutes 51 seconds East 165.93 feet to an iron pin;_ thence North 87 degrees 33 minutes 07 seconds East 352.41 feet to the True Beginning Point; containing 1.500 acres, more or less. CARMEL OFFICE PARK GRADL E DRIVE & 3RD AVENUE CARMEL, INDIANA l e. INDEX SHEET N0. C100 C101 C102 C103 C104 C 10 5 - C VICINITY MAP *Not to scale S NOTE: THESE PLANS ARE A MODIFICATION OF PLANS ASSEMBLED AND SUBMITTED BY CORNERSTONE SURVEY'S, INC. OCTOBER 22, 2001. CO Vr R SHEET BY.• PROJECT I. D. SCI-05C SCALE. 1 "JO' ` \\\\\IIII1 // /��� O P. Hal � /// I oil No. 900103 = STATE OF let if/lilt 110 SHEET NO. ri ak1� Fs1 YJ SYM I REVISIONS San. Manhole T.C. El. 830.95 Inv. El. 821.6 -15" VCP (NW Inv. EL. 821.9-12" VCP S Inv. EL. 821.5-15" VCP E CURVE' 'A' = 28 °52'15 R = 325.00' S II � Richard & Randall ffruse San. Manhole fwtr. 1Yo. 87 -00006 T.C. El. 840.76 (Full Debris) SYM I REVISIONS San. Manhole T. C. EI. 839.91 Inv. El. 834.9-8" VCP S Inv. El. 834.9 -8" VCP N Inv. El. 834.9 -8" VCP SW) Inv. El. 834.7 -8" VCP 1E) DRAWN BY. • KAK DESIGNED BY: MAS CHECKED BY.• DRH DA 7E-* MAY 3, 2005 If � San. Manhole T. C. El. 830.06 Inv. El. 821.0 -15" VCP (N Inv. El. 821.1 -15" VCP (W Inv. EL. 821.0-15" VCP (S) Inv. EL. 824.2 -12" VCP (E) 15" CMP (In) Inv. El. 827.6 POINT OF BEGINNING (PROPOSED TRACT) 15" CMP (In) Inv. El. 830.8 - 15' Tele. Line Easement W 15" CMP (Out) Inv. El. 829.9 UGT If � 15" RCP (In) Inv. El. 830.5 San. Manhole T.C. El. 835.92 Inv. El. 832.1 -8" VCP (W) Inv. El. 826.3-12" RCP �W) Inv. El. 826.2 -12" RCP E) CARMEL OFFICE PARK GRADL E DRIVE & 3RD AVENUE CARiWEL, INDIANA JRMT011 E M71, D, T.B.M. No. 1 Cut "X" on northeast hex nut on fire hydrant located approx. pprox. 190 south of the intersection of Gradle Drive and 3rd Avenue and approx. 30' west of the centerline of 3rd Avenue. Elev. = 834.94 I T.B.M. No. 2 Cut "X" on north hex nut on fire hydrant located along the south side of Gradle Drive approx. 400' West of the centerline of 3rd Avenue 30 0 15 30 60 Elev. = 834.59 v Scale: 1 "= 30' N OTE: BOUNDARY AS SHOWN IS FOR INFORMATION ONLY. M - Guy Anchors p Rebar (found) Note: -� Power Pole The locations of existing underground utilities shown on this plan Q Sanitary Manhole are based on above ground evidence only, including, but not _p Grate Inlet p Pipe End Section >a Water Valve Fire Hydrant ® Post (Gas Line Indicator) 8 Gas Valve Q Telephone Manhole � Underground Telephone Pedestal -W- Water Line -G- Gas Line -UGT- Underground Telephone Line -E- Electric Line (overhead) -0- Chain Link Fence -• Ditch Flowline (SOLLENBERGER TRACT - QUOTED FROM INSTR. #9220584) Part of the East half of Section 36, township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, in Hamilton County, Indiana; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on the East line of said Northeast Quarter 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West parallel with the North line of said Northeast Quarter 1191.63 feet; thence south 01 degrees 07 minutes 44 seconds West on the West right -of -way line of Third Avenue, S.W., 446.90 feet to the true point of beginning of the tract herein described; thence South 01 degree 07 minutes 44 seconds West on said West right -of -way line 162.50 feet to an iron pin; thence South 87 degrees 33 minutes 07 seconds West 352.41 feet to an iron pin; thence South 03 degrees 36 minutes 51 seconds West 165.93 feet to an iron pin; thence North 86 degrees 59 minutes 00 seconds West 115.46 feet to an iron pin; thence South 00 degrees 38 minutes 00 seconds East 151.74 feet to an iron pin; thence South 89 degrees 22 minutes 00 seconds West 344.92 feet; thence North 00 degrees 32 minutes 50 seconds East 506.34 feet; thence north 89 degrees 27 minutes 30 seconds East 51.44 feet to the point of curvature of a tangent curve whose radius point bears North 00 degrees 32 minutes 30 seconds West 925.00 feet from the point of curvature; thence easterly on said curve an arc distance of 281.85 feet; thence North 72 degrees 00 minutes 00 seconds East 87.01 feet to the point of curvature of a tangent curve whose radius point bears South 18 degrees 00 minutes 00 seconds East 268.73 feet; thence Easterly on said curve an arc distance of 225.13 feet; thence South 60 degrees 00 minutes 00 seconds East 40.00 feet to the point of curvature of a tangent curve whose radius point bears North 30 degrees 00 minutes ? seconds East 325.00 feet from the point of curvature; thence easterly on said curve an arc distance of 163.77 feet to the true point of beginning of the tract herein described; containing 7.075 acres, more or less. EXCEPT THEREFROM: Part of the East half of Section 36, township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Northeast Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on the east line of said Northeast Quarter 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West Parallel with the North line of said Northeast Quarter 1191.63 feet; thence South 01 degrees 07 minutes 44 seconds West on the West right -of -way line of third Avenue, S.W., 446.90 feet to the Southerly right -of -way line of Gradle Drive and a curve having a radius of 325.00 feet, the radius point of which bears North 01 degree 07 minutes 44 seconds East; thence Westerly along said curve 163.77 feet to a point which bears South 30 degrees 00 minutes 00 seconds West from said radius point; thence North 60 degrees 00 minutes 00 seconds West 40.00 feet to a curve having a radius of 268.73 feet, the radius point of which bears South 30 degrees 00 minutes 00 seconds West; thence Westerly along said curve 225.13 feet to a point which bears North 18 degrees 00 minutes 00 seconds West from said radius point; thence South 72 degrees 00 minutes 00 seconds West 72.62 feet to the Point of Beginning of the following described parcel of land; thence South 00 degrees 32 minutes 50 seconds West 400.95 feet; thence South 00 degrees 38 minutes 00 seconds East 151.74 feet; thence South 89 degrees 22 minutes 00 seconds West 344.92 feet; thence North 00 degrees 32 minutes 50 seconds East 506.34 feet to the South right -of -way line of Gradle Drive; thence North 89 degrees 27 minutes 30 seconds East along said right - of -way line 51.44 feet to a curve - having a radius of 925.00 feet, the radius point of which bears North 00 degrees 32 minutes 30 seconds West; thence Easterly along said curve 281.85 feet to a point which bears South 18 degrees 00 minutes 00 seconds East from said radius point; thence North 72 degrees 00 minutes 00 seconds East along said Southerly right -of -way line 14.39 feet to the Point of Beginning of the above described parcel of land, containing 4.079 acres, more or less. RECORD LEEPAL DESC 1 .ON (THE PEAK GROUP TRACT - QUOTED FROM INSTR. #8726244) Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East in Clay Township, Hamilton County, tndicna, snare part4c 4artiys described as follows: Beginning at the Northeast corner of the Northeast Quarter of Section 36, Township 18 North, Range 3 East; thence South 00 degrees 00 minutes 00 seconds (assumed bearing) on and along the East line of said Northeast Quarter 1188.00 feet; thence South 89 degrees 27 minutes 30 seconds West parallel with the North line of said Northeast Quarter 1191.63 feet; thence South 01 degree 07 minutes 44 seconds West on and along the West right -of -way line of third Avenue, S.W., 609.40 feet to an iron pin set at the True Beginning Point of this Description; continuing thence South 01 degrees 07 minutes 44 seconds West on and along said West right -of -way line 29.57 feet to an iron pin; thence North 86 degrees 59 minutes 00 seconds West 364.35 feet to an iron pin; thence North 03 degrees 36 minutes 51 seconds East 165.93 feet to an iron pin; thence North 87 degrees 33 minutes 07 seconds East 352.41 feet to the True Beginning Point; containing 1.500 acres, more or less. L rns� + �... o o This is to certify that the subject property lies in Flood Hazard Area Zone "C ". The precision is subject to map scale uncertainty and to any other uncertainty in location or elevation on Community Panel No. 180081 0008C of the Flood Insurance Rate Maps, effective date May 19, 1981. TOPOGRAPHY SURVEY BY.• PROJECT I. D. SCI_ 05C SCALE.- 1 " =30' � Nk---t_ .G1RA N 0 LS20200044 : STATE OF SURD SHEET N0. (�; 10 1 SYM REVISIONS San. Manhole T.C. El. 830-95 Inv. El, 821.6,--15" VCP (NW Inv. EL. 821.9-12" VCP S Inv. EL. 821.5--15" VCP �E Z_ 15" CMP out Inv. El. 827.7 Location of upstream end undetermined EXISTING POND TO REMAIN AS SEDIMENT 44P/ BASIN DURING CONSTRUCTION OF BLJILDING #4. Approx. 50 L. F. of 12" San. to be extended @ 0.44' QW, Id verify location) I'- - % Ex. R/W S Prop. Son: Drop Wphole "-Tel. Pad -iN v, Son. Manhole 8J5,00 ILU T.C. El. 830-06 Inv (rie El. !id,,yerifj)' .11 7 V. t1. -8J4. 9 Inv. El. 821.0-,,15" VCP (N) Inv. El. 821.1-15" VCP (W) VN 'De ten Jj 32 L. F. of 15 CPP 0. 47o Inv. EL. 821.0-.,15" VCP (S) Ye&r­.eqol El. 530.2 Inv. EL. 824.2-12" VCP (E) 'PrziP. B��ehlve-_Iq le t 'N� C LLJ T C. El. 8JA _ZI11 4j 5" CMP (in) _N ----..---Inv. El. 8J6.4'( out )__ G Inv. El. 830. In v. D. 8J6.15 in 1 te, 'rol @ b;447, I v. El. 827.6 T If Ex. Rock Weir to Remain in Place -A Repair as Reqd. Clem out Req"d. Insir. No. 920584 152 o f Silt Fence Reqd.(D 5. 77* ­11 99.0 15' Tele. Line Easement 141 -Prop. 18 L. F. 12 RCP @ 2. w/ I End Section Re 'd x. R W I f Prop. Ex. 12" C.C.P.P. f t 0 88 Landscape Wall Extension - T W. El. 837 0 C, Curb Inlet T C. El. 836.54 In v. El. 8JO. 52 Bu g�,J4 ` .....:......:. t.....w •` i. \.R} '� ( +•4 f ( I > "--i�tffdel4lcrehous C. Re-align & Re-grade �o 0, ', ' + I REMO VE EX. INLET In v. 8J4 r�f. 17-84' 2 op @ 1.4 7o lo itc� A Uj Heavy Duty 15 CMP (In) w. T. Pavement Area 4 Inv. El. 830.8 LO -Pad .3 J, 108 L. F. of 15" CPP @ 0.4Z A y lvt �z t.ti 2 0 �Qe 15" CMP (Out) .7o % Uj Inv. El. 829.9 -"A UG 70,01 ."_4 R= % UGT J, UG t 70 7-777 UT. GT i G j E k1k an. S d*nh le Y- -2- - U.1 T.C. El. 833.05 k UGT x In 9 ress/ gress Easement 47_1=1­1 Inlet la J, .......... T. VCP (N) El. 8J9.18 Inv. El. 820.8-15 ­.4 . . ... . El. 8J7. 0 15 VCP (S) Inv. El. 820.7, Re . L 140 'of Silt Fence R Inv. EL. 821.3-12 VCP (E) A 4 pi 1. 2 4 ,Y ji k ........... 4.j V.. Li n: CL L-A They, Peak- 0roup, Inc. 06 C, .1nq,?r. No. 87-,96,844 - T- N" 6 4 ���San. Manhole T.C. El. 831.89 Inv. El. 822.4-12" RCP (W) Inv. El. 820.4-18" RCP Inv. El. 820.4-18" RCP N ,R,z*c1zard 9- Randall ffruse Son. Manhole Instr. No. 87-00008 T.C. El. 840.76 San. Manhole (Full Debris) T.C. 5" RCP (S) I C. El. 839.91 - Inv. El. 834.9-8" VCP S� Inv. '1. 830.5 L Inv. El. 8,34.9-8" VCP N Son. Manhole Inv. El. 834.9-,8" VCP SW) T.C. El. 835.92 Inv. El. 834.7-8" VCP E) Inv. El. 832.1,--8" VCP (W) Inv. El. 826.3-12" RCP (W) Inv. El. 826.2-12" RCP (E) SYM REVISIONS DRAWN BY- KAK DESIGNED BK MAS CHECKED BY- DR, H "A TE'* MAY J, 2005 F"0,'_�y?jFSZGH7- X 14.7z? sk7alfe.- C//Vve Zlast 10,41ve laeldno 452.59 317- S52-z-V52 CARMEL OFFICE PARK GRADLE DRIVE & 3RD AVENUE CARMEL, INDIANA STEP #1 a. RESTORE ROCK WEIR TO DETAILED CONDITION b. INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY c. INSTALL SILT BARRIERS AROUND INLETS STEP #2 a. CONSTRUCT SWALES AND SEED IMMEDIATELY c. INSTALL CONSTRUCTION ENTRANCE STEP #3 a. CLEAR AND GRUB SITE AND REMOVE EXCESS SOIL FROM SITE b. SHAPE PARKING LOT. BUILDING PAD AND CONSTRUCT DRAINAGE INFRASTRUCTURE STEP #4 a. SEED ROUGH GRADE AREAS THAT WILL NOT BE PAVED b. CONSTRUCT BUILDING AND PARKING AREAS STEP #5 a. APPLY TOPSOIL AND FINE GRADE TO PLAN ELEVATIONS b. FINAL BEDDING SHALL BE DONE NO MORE THAN SEVEN DAYS AFTER FINAL GRADING EROSION CONZOL LEGEND Install erosion netting on all disturbed areas not to be immediately paved. (2) Install seeding per Seeding Chart on all areas not to be immediately paved. Q Install silt fencing along the lower edge of all disturbed areas not to be Immediately paved. 0 Install erosion /silt barriers around inlets. f EROSION CONTROL BLANKET 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2- IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. PERMANENT SEEDING 1, INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. 2. PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST RECUMMENDATIONS. 3. REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE-FERTILIZING, OVER- OR RE-SEEDING, AND MULCHING. Sk T FENCE 1. INSPECT THE SILT FENCE/EROSION BERM PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO (RADE, AND STABILIZE. EROSION BERM /SEDIMENT 7RAPS & BASINS 1, INSPECT THE EROSION BERM AND SEDIMENT TRAPS PERIODICALLY AND AFTER EACH STORM EVENT. 2. RE-GRADE AND RE-ESTABLISH AS REQUIRED. 3. REMOVE DEPOSITED SEDIMENT BUILD UP ROUTINELY To INSURE PROPER WORKING ORDER. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE BERM, TRAPS AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. NOTES: 1.) UPSTREAM DRAINAGE MUST BE ACCOMODATED THROUGH SITE. 2.) PLACE PERMANENT SEEDING IN CITY RIGHT OF WAY AS SOON AS ALL UTILITIES ARE IN. Note: The locations of existing underground utilities shown on this plan are based on above ground evidence only, including, but not N OTE: BOUNDARY AS SHOWN IS FOR INFORMATION ONLY. ESTABLISHED PER OWNER REQUEST. NO RECORD DOCUMENT EXIST CONTAINING SHOWN BOUNDARY "DON'T DIG BIM" C411 Monday through Friday -7 AM to 6 PM 1-800-382-5544 1-800-428-5200 Within Indiana Outside Indiana PER INDIANA STATE LAW IS-69-1991, IT IS AGAINST WE LAW TO EXCAVATE VATHCXJT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. GRADING & EROSION CONTROL PLAN I BY. PROJECT I. D. SCI_ 05C SCALE: 1 1-JOA 1- R. HUtt Vk No. 900103 % STATE OF z% SHEET NO. CAU0 Guy Anchors Rebar (found) Power Pole Grate Inlet D Pipe End Section :9 Gas Valve 49- Underground Telephone Pedestal -e Water Line -G- Gas Line -UGT- Underground Telephone Line -E- Electric Line (overhead) -0- Chain Link Fence Ditch Flowline f EROSION CONTROL BLANKET 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2- IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. PERMANENT SEEDING 1, INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. 2. PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST RECUMMENDATIONS. 3. REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE-FERTILIZING, OVER- OR RE-SEEDING, AND MULCHING. Sk T FENCE 1. INSPECT THE SILT FENCE/EROSION BERM PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO (RADE, AND STABILIZE. EROSION BERM /SEDIMENT 7RAPS & BASINS 1, INSPECT THE EROSION BERM AND SEDIMENT TRAPS PERIODICALLY AND AFTER EACH STORM EVENT. 2. RE-GRADE AND RE-ESTABLISH AS REQUIRED. 3. REMOVE DEPOSITED SEDIMENT BUILD UP ROUTINELY To INSURE PROPER WORKING ORDER. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE BERM, TRAPS AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. NOTES: 1.) UPSTREAM DRAINAGE MUST BE ACCOMODATED THROUGH SITE. 2.) PLACE PERMANENT SEEDING IN CITY RIGHT OF WAY AS SOON AS ALL UTILITIES ARE IN. Note: The locations of existing underground utilities shown on this plan are based on above ground evidence only, including, but not N OTE: BOUNDARY AS SHOWN IS FOR INFORMATION ONLY. ESTABLISHED PER OWNER REQUEST. NO RECORD DOCUMENT EXIST CONTAINING SHOWN BOUNDARY "DON'T DIG BIM" C411 Monday through Friday -7 AM to 6 PM 1-800-382-5544 1-800-428-5200 Within Indiana Outside Indiana PER INDIANA STATE LAW IS-69-1991, IT IS AGAINST WE LAW TO EXCAVATE VATHCXJT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. GRADING & EROSION CONTROL PLAN I BY. PROJECT I. D. SCI_ 05C SCALE: 1 1-JOA 1- R. HUtt Vk No. 900103 % STATE OF z% SHEET NO. CAU0 STORM SEWER SPECIFICATIONS 1.Production and Material Standards Reinforced concrete pipe shall be Class III, IV, or V in accordance with ASTM C 76, latest edition. A minimum "B" wall thickness will be required. Elliptical reinforced concrete pipe shall be a minimum Class HE -II in full conformance with the requirements of ASTM C 507. Non - reinforced concrete pipe shall meet all requirements of AASHTO M86 for the specified diameter and strength classes. Elliptical reinforcement shall be permitted only by written approval of the Department. Longitudinal reinforcement shall be continuous and all rein- forcement shall have a minimum concrete cover of 3/4 -inch. Upon request by the Department the manufacturer shall furnish certification on the type of cement, aggregate, and steel used in the pipe furnished. Lift holes will not be allowed for reinforced concrete pipe less than 36- inches in diameter. A maximum of two (2) lift holes may be provided for each section of reinforced concrete pipe 36- inches in diameter and larger. Lift holes must be repaired in a clean, workmanlike manner using a conical shaped precast concrete plug, properly sealed into place using mastic or non - shrink cement grout. Compliance with the Indiana Department of Transportation Standards and Specifications for completion of lift hole repair shall be required. 2.RCP Joints Concrete pipe shall be furnished with a bell or groove on one end of a unit of pipe, and a spigot or tongue on the adjacent end of th adjoining pipe. All joints shall have a groove on the spigot for placement of a rubber gasket, in conformance with ASTM C 443. The gasket shall be a continuous ring which fits snugly into the annular space between the overlapping surfaces of the assembled pipe joint to form a flexible soiltight seal. As an alternative, mastic joints installed in conformance with Manufacturer's recommendations will be accepted by the Department outside of the public right -of -way, however, mastic concrete pipe couplings shall be wrapped with a 1' wide strip of nonwoven geotextile fabric around the entire pipe diameter. Joint mastic material can be lost over time due to the external hydrostatic pressures of groundwater, allowing the migration of backfill materials into the storm sewer system through the open joint. 3.Re iection of Damaged RCP. Individual sections of reinforced concrete pipe may be rejected because of any of the following: - fractures or cracks passing through the wall, except for a single end crack does not exceed the depth of the joint; - defects that indicate proportioning, mixing, and molding not in compliance with Section 10.1 of ASTM C 76; - surface defects indicating honey- combed or open texture; - damaged or cracked ends where such damage would prevent making a satisfactory joint; -any continuous crack having a surface width of greater than 0.01 in., and extending for a length of 12in. or more, regardless of position in the wall of the pipe; - visible spacers or longitudinal reinforcement used to position the reiforcing cage shall not be cause for rejection of reinforced concrete pipe sections. 4.Reinforced Concrete Pipe Markings Each length of reinforced concrete pipe must be marked with the following information as a minimum: -date of manufacture; -class of pipe and specification designation; -size of pipe; - tradename of the manufacturer; -plant identification. z a 0 z 4 w W m 0 0 0 N VARIABLE VkIDTH -SEE SITE PLAN I -t %^: �', ► 4" CONCRETE 2„ �'► � ► 7 LAYERS 6X6 10/10 REINFORCING _► a �► =1 I I=TI I I, ,III ,, I I. -1 I I- lil =1 � I -1 I I, ,III „1 111= PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) MANHOLE AND BOX INLET SPECIFICATIONS DEFINITION: A reinforced concrete cylinder or reinforced concrete vault, placed below ground at varying points along a storm sewer pipe system, to provide access for maintenance and /or as a point of entry for surface or subsurface water flows. Manholes and precast concrete box inlets may be constructed as catchbasins, in which the outlet pipe is installed 24- inches above the manhole base so that sediment and other debris may be "caught" before entering the storm sewer pipe sytem. A storm sewer manhole, or precast concrete box inlet, must be installed at the end of each line segment; at all changes in grade, size, materials, and /or alignment of the storm sewer pipe line; at all pipe intersections; and at intervals not greater than 500', for pipe sizes of 12 "to 18 ", and not greater than 800' for pipe sizes of 21" or greater. Precast Concrete Box Inlets and Catchbosins Precast concrete box inlets and catchbasins constructed in accordance with Indiana Department of Transportation (INDOT) Standard Specifications will be accepted for use. Inlet and catchbasin Type "A ", Type "B ", Type "C ", Type "E ", Type "J ", Type "K ", and Type "M" may be used. Alternative precast or poured -in -place box inlet types will be accepted provided all standard specifications of the Indiana Department of Transportation, City of Indianapolis, and the Department of Transportation (IDOT) are fully met or exceeded. The structural design of precast concrete box inlets and catchbasins shall be in full conformance with the requirements of ASTM C 890. A MAXIMUM DEPTH OF 4 FEET FROM THE BOTTOM OF CASTING TO THE OUTLET PIPE INVERT SHALL BE ALLOWED FOR TYPE "A" PRECAST BOX INLET STRUCTURES. *NOTE*- -MORTARED BRICK OR BLOCK WILL NOT BE AN ACCEPTED METHOD OF BOX INLET OR MANHOLE CONSTRUCTION. Concrete Bases The concrete bases of reinforced concrete monolithic pour or precast manholes shall be of 6 -inch minimum thickness for 4 foot diameter structures, and of 8 -inch minimum thickness for larger diameter structures, and shall be constructed of Class A concrete having compressive strenth of 4000 psi. The wall and base thickness of precast concrete box inlet structures shall be as specified by the Indiana Department of Transportation Standard Specifications, and must also be constructed of Class A concrete having a minimum compressive strength of 4000 psi. Bench Walls Bench walls shall be shaped and formed for a clean transition with proper hydraulics, to allow the smooth conveyance of flows through the manhole or box inlet. The bench wall shall form a defined channel, to a minimum height of 30- percent of the inside diamter of the pipe, constructed at a minimum 1/2-inch per foot slope to the manhole wall. For connections to existing storm sewer structures, flow channels shall be shaped, as specified herein, as if it were a new manhole or box inlet structure. Precast Concrete Box Inlets and Precast Spacers For precast concrete box inlets, the adjustment of casting frame and grate shall be accomplished using precast concrete spacers of a minimal nominal thickness of six (6) inches. The maximum number of spacers allowed shall be four (4). A soiltight seal shall be provided between each component of the precast box inlet and precast concrete spacers by use of non - asphaltic mastic, or trowelable grade butyl rubber. The adjustment of casting elevation for precast concrete box ilnlets may be accomplished using solid concrete block and mortar to a maximum height of six (6) inches. This type of casting adjustment shall be completed in conformance with the following: 1. Solid precast Class A concrete block of a minimum nominal thickness of two(2) inches in conformance with ASTM C 139 shall be used. 2. No joint shall exceed 3/8 of an inch in width, and as nearly as practicable, adjoining courses shall break joints at 1/2 unit intervals. 3. Minimum constructed wall thickness shall be six (6) inches. 4. Mortar for laying brick shall be composed of one (1) part masonary cement and two (2) parts mortar sand. 5. Both the inside and outside of the adjustment area shall be plastered to at least 1/2 of an inch thick using the above mortar mix, or a mixture composed of one (1) part of a combination of Portland cement and hydrated lime and two (2) parts mortar sand. The lime portion of this mix shall not exceed ten (10) percent of the sand. Plaster coats shall be smooth, clean, and watertight. VARIES (SEE PLANS) 114" PER FOOT SLOPE SCOR 8" 11N RAD. .,a v, � v a' °• ° 1/8 "RAD. � CLASS "A" CONCRETE P r 11 ' ll - R' 2 " ♦v N ' COMPACTED ^ PA VEMENT SUBGRADE r ll;n L o P 6 IN TFGRA;L VIA LK AND CUR DETAIL (NO SCALE) I 100' TOP OF �'I 1RR MENEM d(MINJ 112" PERFORMED JOINT FILLER 30" TO 60" TRANSVERSE JOIN T 0 6 0 Q NONE CONCRETE PIPE, A. S. T. M. DESIGNATION C -76 CLASS 11 ( AS SET OUT IN STANDARD SPECIFICATIONS) LU - ', • 2 0 -0.0 1.J 10 118 Z 800 15 Q 7" 4' -0" 6' -3" 2 -6 2" " ' 0 2 1 2 TRANSVERSE JOIN T 1 2" PERFORMED JOINT FILLER - z a 0 z 4 w W m 0 0 0 N VARIABLE VkIDTH -SEE SITE PLAN I -t %^: �', ► 4" CONCRETE 2„ �'► � ► 7 LAYERS 6X6 10/10 REINFORCING _► a �► =1 I I=TI I I, ,III ,, I I. -1 I I- lil =1 � I -1 I I, ,III „1 111= PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) MANHOLE AND BOX INLET SPECIFICATIONS DEFINITION: A reinforced concrete cylinder or reinforced concrete vault, placed below ground at varying points along a storm sewer pipe system, to provide access for maintenance and /or as a point of entry for surface or subsurface water flows. Manholes and precast concrete box inlets may be constructed as catchbasins, in which the outlet pipe is installed 24- inches above the manhole base so that sediment and other debris may be "caught" before entering the storm sewer pipe sytem. A storm sewer manhole, or precast concrete box inlet, must be installed at the end of each line segment; at all changes in grade, size, materials, and /or alignment of the storm sewer pipe line; at all pipe intersections; and at intervals not greater than 500', for pipe sizes of 12 "to 18 ", and not greater than 800' for pipe sizes of 21" or greater. Precast Concrete Box Inlets and Catchbosins Precast concrete box inlets and catchbasins constructed in accordance with Indiana Department of Transportation (INDOT) Standard Specifications will be accepted for use. Inlet and catchbasin Type "A ", Type "B ", Type "C ", Type "E ", Type "J ", Type "K ", and Type "M" may be used. Alternative precast or poured -in -place box inlet types will be accepted provided all standard specifications of the Indiana Department of Transportation, City of Indianapolis, and the Department of Transportation (IDOT) are fully met or exceeded. The structural design of precast concrete box inlets and catchbasins shall be in full conformance with the requirements of ASTM C 890. A MAXIMUM DEPTH OF 4 FEET FROM THE BOTTOM OF CASTING TO THE OUTLET PIPE INVERT SHALL BE ALLOWED FOR TYPE "A" PRECAST BOX INLET STRUCTURES. *NOTE*- -MORTARED BRICK OR BLOCK WILL NOT BE AN ACCEPTED METHOD OF BOX INLET OR MANHOLE CONSTRUCTION. Concrete Bases The concrete bases of reinforced concrete monolithic pour or precast manholes shall be of 6 -inch minimum thickness for 4 foot diameter structures, and of 8 -inch minimum thickness for larger diameter structures, and shall be constructed of Class A concrete having compressive strenth of 4000 psi. The wall and base thickness of precast concrete box inlet structures shall be as specified by the Indiana Department of Transportation Standard Specifications, and must also be constructed of Class A concrete having a minimum compressive strength of 4000 psi. Bench Walls Bench walls shall be shaped and formed for a clean transition with proper hydraulics, to allow the smooth conveyance of flows through the manhole or box inlet. The bench wall shall form a defined channel, to a minimum height of 30- percent of the inside diamter of the pipe, constructed at a minimum 1/2-inch per foot slope to the manhole wall. For connections to existing storm sewer structures, flow channels shall be shaped, as specified herein, as if it were a new manhole or box inlet structure. Precast Concrete Box Inlets and Precast Spacers For precast concrete box inlets, the adjustment of casting frame and grate shall be accomplished using precast concrete spacers of a minimal nominal thickness of six (6) inches. The maximum number of spacers allowed shall be four (4). A soiltight seal shall be provided between each component of the precast box inlet and precast concrete spacers by use of non - asphaltic mastic, or trowelable grade butyl rubber. The adjustment of casting elevation for precast concrete box ilnlets may be accomplished using solid concrete block and mortar to a maximum height of six (6) inches. This type of casting adjustment shall be completed in conformance with the following: 1. Solid precast Class A concrete block of a minimum nominal thickness of two(2) inches in conformance with ASTM C 139 shall be used. 2. No joint shall exceed 3/8 of an inch in width, and as nearly as practicable, adjoining courses shall break joints at 1/2 unit intervals. 3. Minimum constructed wall thickness shall be six (6) inches. 4. Mortar for laying brick shall be composed of one (1) part masonary cement and two (2) parts mortar sand. 5. Both the inside and outside of the adjustment area shall be plastered to at least 1/2 of an inch thick using the above mortar mix, or a mixture composed of one (1) part of a combination of Portland cement and hydrated lime and two (2) parts mortar sand. The lime portion of this mix shall not exceed ten (10) percent of the sand. Plaster coats shall be smooth, clean, and watertight. VARIES (SEE PLANS) 114" PER FOOT SLOPE SCOR 8" 11N RAD. .,a v, � v a' °• ° 1/8 "RAD. � CLASS "A" CONCRETE P r 11 ' ll - R' 2 " ♦v N ' COMPACTED ^ PA VEMENT SUBGRADE r ll;n L o P 6 IN TFGRA;L VIA LK AND CUR DETAIL (NO SCALE) I 100' TOP OF �'I 1RR MENEM d(MINJ 27" & SMALLER 6 30" TO 60" 6 0 6 0 AP WElGHT Hr NONE CONCRETE PIPE, A. S. T. M. DESIGNATION C -76 CLASS 11 ( AS SET OUT IN STANDARD SPECIFICATIONS) 5 - ', • 2 0 -0.0 1.J 10 118 9 800 15 2 1 4" 7" 4' -0" 6' -3" 2 -6 2" " ' mmmn. 2 1 2 11 4' -1 " 6'-2" - 5 ?_ 2" FA 10 2 314 PA BE 3' -6" 6' -3" r- li MrLrcry r TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CI /RR JOINT DETAIL (NO SCALE) W C N COMPACTED GRANULAR SUBGRADE CONSTRUCTION EN TRANCE SECTION TO BE L OCA T •ED AT PROPOSED DRIVE L OCA TION (NO SCALE) i SYM I REVISIONS I SYM I REVISIONS I DRAWN BY. KAK DESIGNED BY. MAS CHECKED BY.• DRH OA TL---* MAY 3, 2005 g 0 1 k r-Ti-LIT Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MA TER /AL Bt LOW PIPE D d(MINJ 27" & SMALLER 6 30" TO 60" 6 66" & LARGER 6 1.25 BC + 12" (MIN.) ; BACKFILL E• rd CLEAN GRANULAR MA TERIAL AS REQ'D "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95�co' STANDARD PROCTOR DENSITY NO TE B ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS $ Y6 MIN. 9" OF CLEARANCE SHALL I d BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE {3 CRUSHED STONE OR �QUIV CLASS I GRANULAR BEDDING MA TER/AL S TORT I PIPE REDDING SECTION 0 THIN 5' OF. OR UNDER, PA VED AREAS (NO SCALE) 12 "CTOC MAX. SPACING HOOK GROOVED ON OUTLET e BOLTS END TONGUE END ON D 11 INLET END C L r > 5' EDGE OF PAVEMENT, CURB,--z- GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEP774 OF BEDDING MA TER/AL BELOW PIPE D d(MIN.) 27" & SMALLER in 30" TO 60" 4" 66" & LARGER 6" MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 1.25 B,� MIN. �•I ALL BEDDING & INITIAL REGULAR BACKFILL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE BC OF THE INSTALLED PIPE. T�61?c d "B "BORROW OR EQUIV. GRANULAR`ff_ MATERIAL COMPACTED TO 90Y STANDARD PROCTOR DENSITY STORA4 PIPE BEDDING SEC 770N > 5' FR 01V EDGE OF P VM T. (NO SCALE) N I I •CLASS'. "A" • CONOr Q Q Q E +2T o A 1, r- „, o C OiYC,• PIPE ME A {�C"n GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD 6 N REINFORCED CONCRETE PIPE A g" ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y = LONGITI: OYNA- S- ECTION DIA. T (MIN) A= C= D E= K= R 1 R AP WElGHT Hr PIPE PROVIDING THE METHOD CONCRETE PIPE, A. S. T. M. DESIGNATION C -76 CLASS 11 ( AS SET OUT IN STANDARD SPECIFICATIONS) 5 - ', • 2 0 -0.0 1.J 10 118 9 800 15 2 1 4" 7" 4' -0" 6' -3" 2 -6 2" " ' 18 2 1 2 11 4' -1 " 6'-2" - 5 ?_ 2" 1300 1 21 2 314 11-0 _0 3' -6" 6' -3" 3' -6" 2.1 16 1 8" 13" THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES 24 3 T r__ 2' -8 6 -3 T-_0 IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING " 27 3 1 4 1 ' -1 " 2' -5" 6' -3" 4' -6" 2.6 18 -3 16 14 112" 2100 30 3 112 1 -2 1 -10 6 -3 1 T-_ 'Q CULVERT END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE a . EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF 'METAL END SECTION IS PROHIBITED. 3,31 3 3 4 1- 3' -6" 1 8' -3" 5' -6 3. 23 314 17 12" 4100 36 4 1 -5 J'- 1 8 -3 6 -0 +J. 4 24 3 16' 20" 4200 TOLE E CE f 1 " T.C. ELEV -, r- NEENAH R -3015 OR EQUAL 11 rr 1 - EA r. - : 1 � r r • r • • ,fir{ '' � ' �!' ' • , "fir ''' r � �,• ( �. • A _ k 2 STONE CONC. WALLS--`J ► -III •► ?4 ".SQUARE INLET BOX I I I I I I to III • . ;_� - - =i ► ; VAR. PIPE PIPE SIZE IN ►' OUT 18" MAX / VAR. PIPE SIZE i ► 18 MAX 0.1 t8 4' -0" SO. CONC. BASE -j (1) LINE 0.116" PIPE MESH W.k' ✓.F. CURB //VLET (NO SCALE) 0 ae.��s�� L�r� Elan t g >�,� .�,a,�l�r Clr�,� E�'� t Sri ✓� PRECAST CONCRETE END SECTION DETAIL (NO SCALE) lm-H.A.C. SURFACE 2 " -H. A. C. BINDER 3" -x`53 STONE 3" - #2 STOVE `COMPACTED GRANULAR SUBGRADE STANDARD -DU TY ASPHAL T PA VINO SECTION (NO SCALE) 1 -1/2 "- H.A.C. SURFACE 3 " -H. A. C. BINDER 4 " - #53 STONE 4--#2 STONE COMPACTED GRANULAR SUBGRADE "HEAVY -DUTY ASPHALT PAVING SECTION (NO SCALE) �• HEA VY DUTY ASPHAL T TO BE PLACED IN DRIVEWA Y AND DELI VERY AREAS AS DES/GNA TED ON THE PLANS CAREL OFFICE PARK GRADLE DRIVE & 3RD AVENUE CARiWEL, INDIANA lit a112" MINIMUM = L CL. l MATERIAL (ASTM D -2321- _ 74, SEC. 6.1.1) #8 STONE COMP. I IN ACCORDANCE WITH AS7U D- r- 2321- 74 SEC. 9.1.1 D/6(MIN) r r ' D 18, 6 (MIN) WORK SUFFICIENT MA TERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR P VC SEWER PIPE PER ASTM D- 2321 -74 (NO SCALE) ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED CLAY PIPE, CLASSES A, B, &C. (SPEC /FICA RON ASTIV -12) NOTE. LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE W/TH/N 3.0' (THREE FEET) OF THE FOUNDATION MALL. FINISH FLOOR ' A. - . • • CLEANOUT PLUG & ADAP W ° •. R voq NOTE.• METAL PIPE END SECT /DINS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED MAY BE USED WITH CONCRETE CONCRETE � � , • ' 8 ( PIPE PROVIDING THE METHOD CONCRETE PIPE, A. S. T. M. DESIGNATION C -76 CLASS 11 ( AS SET OUT IN STANDARD SPECIFICATIONS) • • ► • , ' R ' ', • ! ; OF CONNECTION 1S PRIOR THE ENGINEER PRIOR TO REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, cV� � �AA 4" P. V C. PIPE IN INSTALLATION OF PIPE: A. S. T. M. DESIGNATION C-76 CLASS Il FOR THE SIZE OF CONNECTING PIPE. TO BE INSTALLED • IN DIRECTION OF ' • "B" D /A. REINFORCEMENT IN THE PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER Yti 4" X 6" INCREASER SIZE VARIES, BASED ON APPLICA 710N - OF STEEL IN THE "C" PORT /ON. 6'1-I THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES PLAN V/17-/ ARE FLUSHED. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING << s`�'OF TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 1 112"R. 1 112 "R. 4.1 FjLL S,L VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE T1 ON INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE - - -1- SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEV ✓ER PIPE, A.S.T.M. DESIGNATION C- 76. IPIPE CONCRETE CULVERT END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE a . EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF 'METAL END SECTION IS PROHIBITED. �~ I I COMPUTED LENGT - RIP -RAP TO BE PLACED OF CULVERT_ END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PR /CE CH F " " COMPLETE EA OR PIPE END SECTION PAY LENGTH ON SIDE SLOPE WHEN END SL1: �.) CALLED FOR ON PLANS IN PLACE AND ACCEPTED. OF CULVERT ---� LENL ; DJ To THAT AS SHOWN FOR METAL O4 CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY T'1E ENGINEER. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST A^ . ! X1-7 Dr T,�.IL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." T.C. ELEV -, r- NEENAH R -3015 OR EQUAL 11 rr 1 - EA r. - : 1 � r r • r • • ,fir{ '' � ' �!' ' • , "fir ''' r � �,• ( �. • A _ k 2 STONE CONC. WALLS--`J ► -III •► ?4 ".SQUARE INLET BOX I I I I I I to III • . ;_� - - =i ► ; VAR. PIPE PIPE SIZE IN ►' OUT 18" MAX / VAR. PIPE SIZE i ► 18 MAX 0.1 t8 4' -0" SO. CONC. BASE -j (1) LINE 0.116" PIPE MESH W.k' ✓.F. CURB //VLET (NO SCALE) 0 ae.��s�� L�r� Elan t g >�,� .�,a,�l�r Clr�,� E�'� t Sri ✓� PRECAST CONCRETE END SECTION DETAIL (NO SCALE) lm-H.A.C. SURFACE 2 " -H. A. C. BINDER 3" -x`53 STONE 3" - #2 STOVE `COMPACTED GRANULAR SUBGRADE STANDARD -DU TY ASPHAL T PA VINO SECTION (NO SCALE) 1 -1/2 "- H.A.C. SURFACE 3 " -H. A. C. BINDER 4 " - #53 STONE 4--#2 STONE COMPACTED GRANULAR SUBGRADE "HEAVY -DUTY ASPHALT PAVING SECTION (NO SCALE) �• HEA VY DUTY ASPHAL T TO BE PLACED IN DRIVEWA Y AND DELI VERY AREAS AS DES/GNA TED ON THE PLANS CAREL OFFICE PARK GRADLE DRIVE & 3RD AVENUE CARiWEL, INDIANA lit a112" MINIMUM = L CL. l MATERIAL (ASTM D -2321- _ 74, SEC. 6.1.1) #8 STONE COMP. I IN ACCORDANCE WITH AS7U D- r- 2321- 74 SEC. 9.1.1 D/6(MIN) r r ' D 18, 6 (MIN) WORK SUFFICIENT MA TERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR P VC SEWER PIPE PER ASTM D- 2321 -74 (NO SCALE) ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED CLAY PIPE, CLASSES A, B, &C. (SPEC /FICA RON ASTIV -12) NOTE. LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE W/TH/N 3.0' (THREE FEET) OF THE FOUNDATION MALL. FINISH FLOOR ' A. - . • • CLEANOUT PLUG & ADAP W ° •. TYPICAL CLEANOUT SECTION (NO SCALE) 5'(M1N SANITARY/ 5'(M1N STORM SEWER I MUST ♦ d';. ' , t ► t '.•fir e � ''�♦r '. r �1�8 a "►;.�P� , .� ;�, .' ►�q 'r a, ;� ►� : , EXTEND (MIN) UNDISTU WA TER LINE 4. yt ! 6"' CONCRETE ENCASEMENT 6" SECTION VIEW END VIE WATER LINE-SEWER CROSSING (NO SCALE) CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE_ THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL- -FREE MISCELLANEOUS DETAILS BY- PROJECT 1. D. SCI -05C SCALE: 0 0 \0\1111111/1.1 IIII/',1 198 oil 900103 STATE OF III r NIs,� ✓ \\�� IL • CONCRETE � � , • ' ENCASEMENT WHEN NOT • • ► • , ' ALREADY IN PROPOSED RIGID ', • ! ; SURFACE �AA 4" P. V C. PIPE TO BE INSTALLED • IN DIRECTION OF ' • 1/8 STREET BEND INTENDED FLOW 4" X 6" INCREASER SIZE VARIES, BASED ON APPLICA 710N (SEWER LA 7FRAL OR ROOF DRAIN LE4DER) TYPICAL CLEANOUT SECTION (NO SCALE) 5'(M1N SANITARY/ 5'(M1N STORM SEWER I MUST ♦ d';. ' , t ► t '.•fir e � ''�♦r '. r �1�8 a "►;.�P� , .� ;�, .' ►�q 'r a, ;� ►� : , EXTEND (MIN) UNDISTU WA TER LINE 4. yt ! 6"' CONCRETE ENCASEMENT 6" SECTION VIEW END VIE WATER LINE-SEWER CROSSING (NO SCALE) CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE_ THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL- -FREE MISCELLANEOUS DETAILS BY- PROJECT 1. D. SCI -05C SCALE: 0 0 \0\1111111/1.1 IIII/',1 198 oil 900103 STATE OF III r NIs,� ✓ \\�� IL • 4' -0" O -RING GASKET 5" MIN. C 16" TYP. ASPHALTIC MASTI PRECAST CONCRETE OR BUTYL RUBBE R SECTIONS SEAL A T JOINTS MIN. 4 "DIAMETER NEENAH 1642A CASTING FRAME AND SUBSURFACE TILE "T" COVER AS SPECIFIED ASPHALTIC MASTIC CEMENT GROUT OR BUTYL RUBBER PRECAST CONCRETE SEAL BETWEEN JOINTS ADJUSTER RINGS IF BASE 6" OR 8" i ' NEEDED (4 MAX.) PER SECTION 24'DIA 4 ECCENTRIC CONE OR "MIN -�" REDUCER CAP AS 3 -� REQUIRED BY SI TF #4 RE -BARS 9 12 "0. C. CONDITIONS. CONE TOP FULL HEIGHT MANHOLE TO MATCH ADJUSTING STEPS AS SPECIFIED RING PROFILE. 4' -0" O -RING GASKET 5" MIN. C 16" TYP. ASPHALTIC MASTI PRECAST CONCRETE OR BUTYL RUBBE R SECTIONS SEAL A T JOINTS MIN. 4 "DIAMETER PREFORMED HOLE TO MAX. OF PIPE 0.D. +6" SUBSURFACE TILE "T" W/ NON- SHRINK STUB WHERE CEMENT GROUT REQUIRED PRECAST CONCRETE r „ ' •�' ' ' BENCH WALLS AT MIN. 1/2" PER FOOT BASE 6" OR 8" i ' SLOPE PER SECTION MANHOLE BASE SET 4 ON 6" OF 118 OR "MIN -�" ,{2 STONE 3 -� NEEDED (4 MAX.) #4 RE -BARS 9 12 "0. C. EACH WA Y (STEEL MESH AREA = NOTE 0.12 SQ. IN. /SQ.FT. OR APPROVED EQUAL) MANHOLE CONFORAS TO ASTM C478 STORM SEWER MANHOLE (NO SCALE) SYM I REVISIONS Gravel Donut Protection Slope Compacted dike to prevet by -pass floe (6 in. higher than inlet protection. Slope EW ROCK WEIR DETAIL (NO SCALE) SYM I REVISIONS DRAWN BY- KAK DESIGNED BY: MAS CHECKED BY.• DRH DATE MA Y, 2005 ASPHAL T PVMT. PROPOSED CONC. J� HANDICAP RAMP WALK & CURB, SLOPE DOVrN SEE DETAIL 1:10 SLOPE D0Vv^N 1:10 W tJ o PROPOSED PW T. PLAN VIEW TACK COAT UNDER RAMP PROPOSED CONC. CURB HANDICAP RAMP SEE DETAIL PVMT ELEVATION VIEW HANDI CAP RAMP DE TA IL (NO SCALE) 8' _ 1 5'� HANDICAP PARKING SPACE DETA/L (NO SCALE) x-10" Did. NOTE. ALL STRIPES TO .- X50 t ' CO BE 4 "PAINTED PH/TE 1" !I 18" 1 r 20� .. 11 4" (T�P) HANDICAP PARKING SYMBOL DETAIL (NO SCALE) pia h7X-,f 2.1)400fZ ,` i37&r'sW7V 4.=-V 3>7- ,2 7G'5.2 PA VEMENT j/.11 CURB DETAIL (NO SCALE) Ij.,'BGRADE STRAW BALES BURIED 3" STORM BEEHI VE J'_ j4 REBAR STAKE 2'X6" SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) PLAN VIEW TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRA V✓ -BALES) STORM BEEHI VE � BS SRW AL BUR ED 3" 2'X6" SILT TRAP SECTION VIEW STRAW PALE PLACEMENT FOR EROSION CONTROL (NO SCALE) STAB/LIZA 77ON JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PRA 17CE PERMANENT A SEEDING DORMAN T B °"—V' B SEEDING TEMPORARY C D SEEDING E SODDING F MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = 1*gEA T OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD G = STRAW MULCH 2 TONS /ACRE. */I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER ** IRRIGATION ION NEEDED FOR 2 TO 3 ViEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART *N07F• RIGHT —OF —WAY SHALL BE SEEDED OR SODDED, AND SHALL ONLY BE MIXTURE "A" OR "B", DEPENDING ON TIME OF YEAR CARMEL OFFICE PARK GRADLE DRIVE & 3RD AVENUE CAR IEL.. INDIANA POST 4" D/A. W R 1.33 LBSVFOD OOT O STEEL 10 MAX. SPACING WIRE FE CE —� 14 GAGE (MIN —6" MESH SPAC/ G MA) FASTENED BY 1'NWl E STAPLES TIE WIRES, OR HOG 7?INGS F/L TER FABRIC ALO G LENGTH (NO JOIN TS STAPLE OR WIRE T FENCi 4'X4' TRENCH TO BE BACKFILLED AND COMPACTED UPSLOPE STAPLE PATTERN "D" 3 -112 staple per sq. yd. using.6;- inch, 11 ga. wire U staples. 8 —inch staple and longer may be used for loose soils. 9 ga. staples may be necessary in hard or rocky soils. c DOVIN- SLOPE c 1 �T SIl_ T FENCE SECTION (NO SCALE) c I 6.5' EROSION NET77NG /SLOPE STABILIZATION EROSION NETTING (NO SCALE) 4' NOTE: *ALL LANDSCAPE AREAS AROUND SITE PERIMETER SHALL BE SEEDED, MULCHED AND EROSION PROTECTED TO CREATE PERMANENT LAWN AREAS. *CONTRACTOR SHALL INSTALL SEED AND MULCH PER SEEDING CHART DETAIL. ALL DISTURBED AREAS THAT WILL NOT BE IMMEDIATELY PAVED OR BUILT SHALL BE SEEDED. *SILT FENCING WILL BE INSTALLED AROUND THE PERIMETER OF THE SITE, DURING ALL EARTH MOVING ACITIVITIES. NO SILT OR EROSION SHALL BE ALLOWED TO ENTER THE STREETS, STORM SEWERS OR SIDEWALK AREAS, B 1% Iwo 900103 ti STATE OF all so, gil �/1111111�� BY: PROJECT I. D. SHEET N0. MISCELLANEOUS DETAILS SCI-05C 10 10% SCALE: NEENAH 1642A CASTING FRAME AND COVER AS SPECIFIED ASPHAL TIC MASTIC OR BUTYL RUBBER PRECAST CONCRETE SEAL BEniv EN JOINTS ADJUSTER RINGS IF NEEDED (4 MAX.) 24 "DIA ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SI TE CONDITIONS CONE TOP FULL HEIGHT MANHOLE TO IAA TCH ADJUSTING STEPS AS SPECIFIED RING PROFILE. 4'L-Off TEE il// TH CAP O -RING GASKET PROPOSED SANITARY ASPHALTIC MASTIC DIKE SE11iER PIPE OR BUTYL RUBBER 2" SEAL AT JOINTS 16" TYP. ANCHOR STRAPS TO BE FORMED TO OUTSIDE PIPE DIAMETER PREFORMED HOLE TO MAX. OF PIPE 0.D. +6" - V1/ NON - SHRINK DRILL INTO SIDE OF M. H. AND CEMENT GROUT GROUT ANCHORS FOR CORROSION RESISTANT BRACKETS TO PROVIDE 30" SPACE FOR PIPE JOINT STRAPS TO BE PLACED UNDER JOINT TO PROVIDE VERTICAL SUPPORT Q 1' 0. C. BASE 6 "OR 8" PER SECTION MANHOLE BASE SET ''Soon, o'QO�_ ON 6 "OF`8 OR �' 3" MIN j12 STONE ff RE -BARS 0 12 "O. C. NOTE: EACH l:'A Y (STEEL MESH AREA = MANHOLE CONFORMS 0.12 SO. IMISQ.FT OR APPROVED EQUAL) TO ASTM C478 SAN. SEV Y'ER DROP MANH01.E (NO SCALE) PIPE SIZES 8 " -24" *ANCHORS, ANCHOR BOL TS AND STRAPS SHALL BE STAINLESS STEEL DRAWN BY- KAK DESIGNED BY: MAS CHECKED BY.• DRH DATE MA Y, 2005 ASPHAL T PVMT. PROPOSED CONC. J� HANDICAP RAMP WALK & CURB, SLOPE DOVrN SEE DETAIL 1:10 SLOPE D0Vv^N 1:10 W tJ o PROPOSED PW T. PLAN VIEW TACK COAT UNDER RAMP PROPOSED CONC. CURB HANDICAP RAMP SEE DETAIL PVMT ELEVATION VIEW HANDI CAP RAMP DE TA IL (NO SCALE) 8' _ 1 5'� HANDICAP PARKING SPACE DETA/L (NO SCALE) x-10" Did. NOTE. ALL STRIPES TO .- X50 t ' CO BE 4 "PAINTED PH/TE 1" !I 18" 1 r 20� .. 11 4" (T�P) HANDICAP PARKING SYMBOL DETAIL (NO SCALE) pia h7X-,f 2.1)400fZ ,` i37&r'sW7V 4.=-V 3>7- ,2 7G'5.2 PA VEMENT j/.11 CURB DETAIL (NO SCALE) Ij.,'BGRADE STRAW BALES BURIED 3" STORM BEEHI VE J'_ j4 REBAR STAKE 2'X6" SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) PLAN VIEW TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRA V✓ -BALES) STORM BEEHI VE � BS SRW AL BUR ED 3" 2'X6" SILT TRAP SECTION VIEW STRAW PALE PLACEMENT FOR EROSION CONTROL (NO SCALE) STAB/LIZA 77ON JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PRA 17CE PERMANENT A SEEDING DORMAN T B °"—V' B SEEDING TEMPORARY C D SEEDING E SODDING F MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = 1*gEA T OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD G = STRAW MULCH 2 TONS /ACRE. */I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER ** IRRIGATION ION NEEDED FOR 2 TO 3 ViEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART *N07F• RIGHT —OF —WAY SHALL BE SEEDED OR SODDED, AND SHALL ONLY BE MIXTURE "A" OR "B", DEPENDING ON TIME OF YEAR CARMEL OFFICE PARK GRADLE DRIVE & 3RD AVENUE CAR IEL.. INDIANA POST 4" D/A. W R 1.33 LBSVFOD OOT O STEEL 10 MAX. SPACING WIRE FE CE —� 14 GAGE (MIN —6" MESH SPAC/ G MA) FASTENED BY 1'NWl E STAPLES TIE WIRES, OR HOG 7?INGS F/L TER FABRIC ALO G LENGTH (NO JOIN TS STAPLE OR WIRE T FENCi 4'X4' TRENCH TO BE BACKFILLED AND COMPACTED UPSLOPE STAPLE PATTERN "D" 3 -112 staple per sq. yd. using.6;- inch, 11 ga. wire U staples. 8 —inch staple and longer may be used for loose soils. 9 ga. staples may be necessary in hard or rocky soils. c DOVIN- SLOPE c 1 �T SIl_ T FENCE SECTION (NO SCALE) c I 6.5' EROSION NET77NG /SLOPE STABILIZATION EROSION NETTING (NO SCALE) 4' NOTE: *ALL LANDSCAPE AREAS AROUND SITE PERIMETER SHALL BE SEEDED, MULCHED AND EROSION PROTECTED TO CREATE PERMANENT LAWN AREAS. *CONTRACTOR SHALL INSTALL SEED AND MULCH PER SEEDING CHART DETAIL. ALL DISTURBED AREAS THAT WILL NOT BE IMMEDIATELY PAVED OR BUILT SHALL BE SEEDED. *SILT FENCING WILL BE INSTALLED AROUND THE PERIMETER OF THE SITE, DURING ALL EARTH MOVING ACITIVITIES. NO SILT OR EROSION SHALL BE ALLOWED TO ENTER THE STREETS, STORM SEWERS OR SIDEWALK AREAS, B 1% Iwo 900103 ti STATE OF all so, gil �/1111111�� BY: PROJECT I. D. SHEET N0. MISCELLANEOUS DETAILS SCI-05C 10 10% SCALE: