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THIS INSTRUMENT PREPARED BY DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ' ROAD INDIANAPOLIS, INDIANA 46038 PHONE (317) 849-5935 DEVELOPED BY: RAY H. ROEHLING 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 846-8881 SUBMISSION DATE: 10/19/98 SOURCE OF TITLE; WARRANTY DEED INSTRUMENT: S00'15'27"W 1686.07' 100.00' 100.00' 90.00' RADIUS LENGTH 50' TREE PRESERVATION CHORD CHORD BEARING & LANDSCAPE BUFFER EASEMENT 300.00' 130.90' 66.51' LJ S77'09'43"E LA4 C-2 20.00' 31.44' 20,03' 28.30' 12 vi �� 20.00' 13 �� 28.26' 14 89'55'11" � 13,149. sq.ft.jlM 31.44' Ij 13,149. sq.ft. F M 11,832, sq.ft. 20.00' 31.39' 1 19.9''' o c N44"42'08"W Ci 00� a, in (n in N z 25' B.L. 20' D.U.&S.S.E. 100.00' 100.00' 81.38' 3 DUBARRY � DRIVE _ 0 LO N 00'15'27"E BRIGHTON WOODS 1365.14' 50' PERMANENT EASE! IIN-, IN FAVOR OF CITY OF CARMEI _ INST. #8924064 SECTION 1 SECONDARY PLAT 736.07' 33.5' DEDICATED R/W BK. 43, PG. 374 ` I 0 00 C. A.#3 123,580. sq.ft. VAR. D.U.&N.A.E. \ N Cn z P.O.B. 657.75' L/14001 5'27"E 50' PERMANENT EASEMENT EAST LINE S.E. 1/4 Lcn) —IN FAVOR OFCITY OF SEC. 33-T18N-R4E CARMEL INST. #8924064 �. DEDICATED R/W — — K. 46, PG. 472 GRAPHIC SCALE 60 0 30 e0 120 240 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held STEPHEN C. ENGELKING ( IN FEET ) 1 inch = 60 1t. LEGEND 25 LOT NUMBER ® LOT ADDRESS D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT B.L. BUILDING LINE N.R. NON RADIAL N.A.E. NON -ACCESS EASEMENT MONUMENTS O DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. I SOUTH UNE S.W. 1/4 SEC. 34-T18N-R4E F -I W W S.W. COR. S. W. 1/4 SEC. 34-T18N-R4E(n ;SUMED BEARING) 394.75' S.E. COR. S.E. 1/4 SEC. 33-T18N-R4E t _W cD V_ T_ SHEET 1 OF 3 CURVE TABLE CURVE RADIUS LENGTH ANGF�'T CHORD CHORD BEARING DELTA C-1 300.00' 130.90' 66.51' 129.87' S77'09'43"E 25'00'02" C-2 20.00' 31.44' 20,03' 28.30' N45*17'52"E 90'04'49" C-3 20.00' 31.39' 19,,! ;'' 1 28.26' S44'4 '08'E 89'55'11" C-4 20.00' 31.44' 20.05' 28.30' N45'17'52"E 90'04'49" C-5 20.00' 31.39' 1 19.9''' 28.2.6' N44"42'08"W 8955'11" 33.5' DEDICATED R/W BK. 43, PG. 374 ` I 0 00 C. A.#3 123,580. sq.ft. VAR. D.U.&N.A.E. \ N Cn z P.O.B. 657.75' L/14001 5'27"E 50' PERMANENT EASEMENT EAST LINE S.E. 1/4 Lcn) —IN FAVOR OFCITY OF SEC. 33-T18N-R4E CARMEL INST. #8924064 �. DEDICATED R/W — — K. 46, PG. 472 GRAPHIC SCALE 60 0 30 e0 120 240 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held STEPHEN C. ENGELKING ( IN FEET ) 1 inch = 60 1t. LEGEND 25 LOT NUMBER ® LOT ADDRESS D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT B.L. BUILDING LINE N.R. NON RADIAL N.A.E. NON -ACCESS EASEMENT MONUMENTS O DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. I SOUTH UNE S.W. 1/4 SEC. 34-T18N-R4E F -I W W S.W. COR. S. W. 1/4 SEC. 34-T18N-R4E(n ;SUMED BEARING) 394.75' S.E. COR. S.E. 1/4 SEC. 33-T18N-R4E t _W cD V_ T_ SHEET 1 OF 3 THIS INSTRUMENT PREPARED BY DENNIS D. OLMSTEAD O10 STOEPPELWERTH & ASSOCIATES, INC. / / 9940 AL ISONVILLE ROAD `SO• �' n INDIANAPOLIS, INDIANA 46038 �G�9C T / PHONE (317) 849-5935 / W F9s ��' �_ DEVELOPED BY: FBF / '� 5 13,149. sq.1 RAY H. ROEHLING tiT / 11722 BRADFORD PLACE CARMEL, INDIANA 46033 , U) PHONE: (317) 846-8881 .S" 0*1 5 27" E — — – / 19.33' 100.00' SUBMISSION DATE: 10/19/98 3 SOURCE OF TITLE: DUBARF WARRANTY DEED INSTRUMENT: / 0 150.00' N001 5)27')E 15.00' \ �9 5 \ N20 .20, 78'. F �q2F- 00 11� 1. sq. ft. �_ 11,834. sq.ft. 01) z 30' 90.00 DUBARRY 1047.35• DRIVE 897.35' 1 AT 7DR GRAPHIC SCALE e0 0 30 so 120 240 ( IN FEET ) 1 inr h = 60 ft. LEGEND 25 LOT NUMBER ® LOT ADDRESS D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.U.&S.E. DRAINAGE U-11LITY & SEWER EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT B.L. BUILDING LINE N.R. NON RADIAL N.A.E. NON -ACCESS EASEMENT MONUMENTS 9 DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. 9.1 Commissions Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held N00'15'27"E 31.37' STEPHEN C. ENGELKING SHEET 2 OF 3 THIS INSTRUMENT PREPARED BY DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD INDIANAPOLIS, INDIANA 46038 PHONE (317) 849-5935 DEVELOPED BY: RAY H. ROEHLING 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 846-8881 SUBMISSION DATE: 10/19/98 SOURCE OF TiTLE: WARRANTY DEED INSTRUMENT: BRIGHTON WOODS, SECTION 1 I, the undersigned Registered Land Surveyor hereby certify that the included plot represents a part of the Southeast Quarter of Section 33 and part of the Southwest Quarter of Section 34 all in Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southeast comer of said Southeast Quarter of Section 33; thence North 00 degrees 15 minutes 27 seconds East (assumed bearing) along the East line of said Southeast Quarter Section 394.75 feet to the POINT OF BEGINNING of this description; thence continuing North 00 degrees 15 minutes 27 seconds East along said East line 1365.147 feet; thence North 89 degrees 39 minutes 43 seconds West parallel with the North line of sold Southeast Quarter 740.00 feet; thence North 00 degrees 15 minutes 27 seconds East parallel with the aforesaid East line 31.37 feet to a point on the Southeast right—of—way of Hazel Dell Parkway as per Indiana Department of Transportation for Project No. 97-02; thence North 25 degrees 20 minutes 18 seconds East along said Southeast right—of—way line 418.53 feet to a point on the aforesaid North line; thence South 64 degrees 39 minutes 42 seconds East 131.75 feet; thence South 89 degrees 39 minutes 43 seconds East along said North line 163.26 feet; thence South 00 degrees 15 minutes 27 seconds West parallel with the aforesaid East line 15.00 feet; thence South 89 degrees 39 minutes 43 seconds East parallel with the aforesaid North line 330.00 feet; thence South 00 degrees 15 minutes 27 seconds West parallel with the West line of the aforesaid Southwest Quarter Section 19.33 feet; thence South 89 degrees 41 minutes 45 seconds East 131.50 feet; thence South 00 degrees 15 minutes 27 seconds West parallel with the sold West line 1686.07 feet; thence North 89 degrees 36 minutes 12 seconds West 181.50 feet to the place of beginning, containing 12.511 acres, more or less. Subject to all legal highways, rights—of—way, easements and restrictions of record. This subdivision consists of 20 lots numbered 1-20 (both inclusim). The size of lots and widths of streets are shown in feet and decimal parts thereof. Witness my signature this METES/29648S1 day of _ 1998. Dennis D. Olmstead Registered Land Surve; yc No. 900012 �a No �v 900012 _= STATE OF SURNI uunult% it ` This subdivision shall be known and designated as Brightoi Woods, Section 1 a subdivision in Carmel, Indiana located in Hamilton County. All streets shown and not heretofore dedicated, are hereby dedicated to the public. In Testimony whereof, witness the signature of Owner and Declarant this day of , 1998. Owner/Developer: Raymond H. Roehling, President Before me, the undersigned, a Notary Public in and for said County and State, personally appeared Raymond H. Roehling, President and acknowledged the executive of this instrument as his voluntary act and deed and affixed his signature thereto. Witness my signature and seal this day of County of Residence My commission expires: , 1998. Notary Public Print Name 9.1 Commission's Certificate: Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common Council of the City of Carmel, Indiana. This plat was given approval by the City of Carmel, as follows: Adopted by the Carmel City Plan Commission at a meeting held STEPHEN C. ENGELKING 9.2 Registered Land Surveyor's Certificate: I, Dennis D. Olmstead, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana. That all the monuments shown thereon actually exist and that the location, size, type and material are accurately shown: And that all requirements specified in the subdivision ordinance of the City of Carmel have been met. Dennis D. Olmstead Registered Land Surveyor a Ot No. 900012 `,��,•��,�������� a No. 7v 900012 STATE OF SUM This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the day of 1998. James Brainard, Mayor Mary Ann Burke, Member Billy Walker, Member Diana L. Cordray, Clerk Treasurer SHEET 3 OF 3 r F k Q IMmC2 ' I CrA x.181 CrA Wt9 Br • .\I l PRIVA IF: G1 I J P^ • 1 MuC i mB F 2 F I 1 2 I 'I I • t St ° , r. C3 W I NEE r - — J • ((7 r,s./, •r' . a .J MrnB2 � Mm82 ! ,� ' p MrC9 We O°0 T f p p MmA MmB2 5` n ynnwuodl. N l(Purdue Un We C \\ ' 748 a_2 STREET 33 j o 4' r; '�• st water OCA orthwood pcg water i X14,'� Hills 740 We / 350 tt • r! FnA _ OcA li. i�• a,��j,; — / St / W Flo , _� (; 1 `Ener k, •, � m e Northwood Hills A E} STREET �. IL;,�. '- 'i - -- l wn.ce,c aq N 'rthern 4 l \Cem 74p _ u water OcA I' �,, y � ,• i F nA (' \ • • • ` 735 Be Ch U • 1 •j ^y0 _„ .,. rr. II I - Fn82 10cA `. % Trails �nd j J i a OcA Sx� Or .'Ocq ° We� Ecg� FnA We �cP. n N rthern • FnA • I � � � .I z each Ge _ _ I I UcA Fna? FnR2 ^ / iso. a '�. FnA Fn 2 Trails En Z Coo( Sh W e t Ge �C 1¢ / ..` O I t FnB2 Q3( ®We Ge I I FnA FxC3 / ed jFnA y0 k— c • OcA t Deve O t Fn62 I 1 Well e;=� .. • m I ..If Mm Water Well 151 'r 'Tankr° • �Ge St`' l 411 / LOCATION MAP [Rc mond H• Roehling SOILS MAP 11722 Bradford Place OcA OCKLEY Pt PITS • St SLEETH Ccrme n 46033 We WESTLAND OPERATOR ON N.O.I. LETTER RAYMOND H. ROEHLING 11722 BRADFORD PLACE CARMEL, INDIANA 46033 317 846 8881 INDEX PERSON.* a Roehling SHT. DESCRIPTION 1 COVER SHEET 2 TOPOGRAPHICAL SURVEY 3 SITE DEVELOPMENT PLAN 4 TREE REMOVAL PLAN 5 EROSION CONTROL PLAN 6 EROSION CONTROL SPECIFICATIONS DESIGN DATA 7 EARTHWORK EXCAVATION PLAN 20 LOTS 12.511 AC. 8 LANDSCAPE PLAN = 1.60 LOTS ACRE 9 LANDSCAPE DETAILS DAWNWOOD DRIVE 706.64 L.F. 11 10 STREET PLAN &PROFILE EASTWICK CIRCLE 150 L.F. ENTRANCE DETAILS DUBARRY DRIVE 1112.35 L.F. 12 INTERSECTION DETAILS 13 TRAFFIC MAINTENANCE PLAN 14 TRAFFIC CONTROL PLAN 15 SANITARY SEWER PLAN & PROFILES 16 STORM SEWER PLAN & PROFILES 17 STORM SEWER PLAN & PROFILES I 5 6 7 8 9 10 11 12 13 14 18 WATER DISTRIBUTION PLAN PLANS PREFAB 19 CONSTRUCTION DETAILS DUB ARRY NI DRIVE I ED BY: 20 CONSTRUCTION DETAILS 21 CONSTRUCTION DETAILS \ 4 15 ~ STOEPPELWERTH & ASSOCIATES INC. Uj ' W CONSULTING ENGINEERS & LAND SURVEYORS �G 3 16 1 9940 ALLISONVILLE ROAD: G' Fqs o FISHERS, INDIANA 46038 RCLE 0 17 PHONE: (317)-849-5935 2 18 L FAX: (317)-849-5942 oCID q�F� O 1 19 SCALE: 1"=200' V CD F Co REVISIONS Cn20 r-, SHT. DESCRIPTION m (O `i PLAN`; CERTIFIED BY: 0 0 10/19/98 7 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER N0. 19358 Cr CD CS �O ��G►STEAF� ��p� - No. s -_ U C .. �� ` = 19358 = cn f .rc--., o - = o STATE OF Q vtoz) 11VD1 F CQ ''rrrurniuu"` rn%,,SSS/ONAL (fi "Ok, m ti m 0 rn 4- u 0 c 0 0 0 n 0 i ccn m ":I- LO rn N J: Iti.l I'd r� p•,. Li: I,.:.I:: C0 rn rn 0 6i 0 0 U O CD CD 0 w 0 FT Q Ln OD . v UD CD R, 4 STORM TABLE Str. No. Type Tc/Rim Inverts Dir. Inverts Dir. 800 METAL END SECTION MM.:..::::,,::, 735.00 (NE) 801 MANHOLE 744.00 737.16 (NE,SW) 802 MANHOLE 752.50 738.86 (N,SW) 740.86 (E) 803 CURB INLET 750.13 746.54 (E,W) 804 CURB INLET 750.13 746.63 (E,W) 804A YARD INLET 752.50 746.94 (W) 805 YARD INLET 747.50 740.64 (N,S) 806 MANHOLE 750.30 741.50 (S) 743.04 (E,W) 807 CURB INLET 750.05 746.30 (E,W) 808 CURB INLET 750.05 746.60 (E.S) 809 CURB INLET 750.70 747.21 (N) 810 CURB INLET 748.83 745.35 (NE,W,S) 811 CURB INLET 748.83 745.50 (N) 812 CURB INLET 749.14 745.64 (E,SW) 813 YARD INLET 749.20 746.14 (W) 814 YARD INLET 750.00 742.86 820 YARD INLET 750.60 747.64 (SW) i SCALE: 1 "= 60' BENCHMARK: TOP HEX NUT ON N.E. SIDE OF F.H. 150'± W. OF ENTRANCE TO CITY OF CARMEL BUILDING 5484 E. 126th STREET ELEV.= 754.99 EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTH WRK "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTiUMES 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 SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. } m N Z O 5 w X z Q LEGEND 0 r Z Z Z . EXISTING CONTOUR O MM.:..::::,,::, � EXISTING SANITARY SEWER W � EXISTING STORM SEWER ® PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER - --♦- - PROPOSED STORM SEWER a PROPOSED SWALE oo< PROPOSED 4' SIDEWALK (BY HOME BUILDER) 0 -10--1 LOT NUMBER m IMFG I MIN. FINISH GRADE w w 753.0 < c� PAD SIZE: SII 72' DEEP x 88' WIDE - - (UNLESS OTHERWISE NOTED) 0 T W PROPOSED 4" S.S.D. LAT. PROPOSED 6" UNDERDRAINS PVMT CURB "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTiUMES 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 SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. } m N Z O 5 w X (n cV Q O LO z >- I LLJ > 00 0 X Z a a LL J � rn c0 V I 00 W r LTJ I Z_ 0 0 C7 00 Z LTJ C' `n Z .__I pi cn V) 00 a Z r- 0 a z L z Q 0 r Z Z Z . Y O J � W � Z W a 0 ao m m rn rn w w coo < c� J SII T 0 T W r 0 -_ _w l- w 0 (n cV Q O LO z >- I LLJ > 00 0 X Z a a LL J � rn c0 V I 00 W r LTJ I Z_ 0 0 C7 00 Z LTJ C' `n Z .__I pi cn V) 00 a Z r- 0 a z L z Q 0 r Z Z Z . Q O J � W � Z W V) 0 O O -J 0 W w z Q O L F- r V J 0 �M W J W IY Q U SHEET NO. 3 OF 21 SHINS " "o-29648 ' J CA CT) a) CD m 0 CU +' U 0 Cu LD 3 O W LLA Ir I cn Ln m "I CD CT) CU m DESIGNATES AREAS PROPOSED FOR TREE PRESERVATION TO THE GREATEST EXTENT POSSIBLE WITH CONSIDERATION GIVEN TO THE REQUIREMENTS OF DRAINAGE, UTILITY & STREET EASEMENT. SNOW FENCE SHALL BE ERECTED BY DEVELOPER AT THE DRIP LINE OF THE TREES OR TREE AREA TO BE PRESERVED. _..�................................IJI.............. 'x „�i. u.�.wunx xx,u+xlnr :n..,w.xn�uxxlwwiu.r4xntl nwwlniwxnnm nnnxnmmmnnnnunammxlwxnmllldlxl4xnnlxxlx.......nlxmlllu,xll .,....,.................................................... Ilf 11 1f IIII I Itlxx IIIIIx IIHx 11 1414xulWumlpn lnn11rf 11.f l'r,lllfl•MITI•uunlpllllMINNXIUIWXIN910pgIWXWUIIYU ZF� ...,........................................'............................. .......,.. . I. u4ul lWuxuluu'n u. x4 .u:,:.ur.: :.: xnnllxllluu luulunnxn lxllu I uul llnl l�ulllllnuxlllulua'M1nIIIInxIn,IIIr.:f / tr rhl Ito ' ,I L.I I,•..I � �P 'y ., I'Mx. ,,'' �t•. IyNti.Jl4..,. �...�I,I'I 'I DESIGNATES AREAS PROPOSED FOR TREE PRESERVATION TO THE GREATEST EXTENT POSSIBLE WITH CONSIDERATION GIVEN TO THE REQUIREMENTS OF DRAINAGE, UTILITY & STREET EASEMENT. SNOW FENCE SHALL BE ERECTED BY DEVELOPER AT THE DRIP LINE OF THE TREES OR TREE AREA TO BE PRESERVED. _..�................................IJI.............. 'x „�i. u.�.wunx xx,u+xlnr :n..,w.xn�uxxlwwiu.r4xntl nwwlniwxnnm nnnxnmmmnnnnunammxlwxnmllldlxl4xnnlxxlx.......nlxmlllu,xll .,....,.................................................... Ilf 11 1f IIII I Itlxx IIIIIx IIHx 11 1414xulWumlpn lnn11rf 11.f l'r,lllfl•MITI•uunlpllllMINNXIUIWXIN910pgIWXWUIIYU I •,,• ...,........................................'............................. .......,.. . 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PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RAYMOND ROEHLING (317) 846-8881 191 Temporary straw bale dam to be removed during blanket installation. ®Denotes permanent seeding dk mulch areas Seeding rate: 130#/acre or 3#/1000 S.F. Seeding mixture: 25% creeping red fescue 35% perennial ryes 40% Kentucky bluegrass Denotes seeding w/fuer blanket /S150 by North American Green Seeding rate: 110#/acre or 2.5#/1000 S.F. Seeding mixture: 38% Kentucky 31 fescue 19% perennial rye 19% annual rye 14% orchard gross IDX Kentucky bluegrass Denotes temporary seeding dk mulching. Seeding rate: 50//acre Seeding mixture: IDOX perennial rye. 1\� ! r �. 1 , ' I, i *0 �pf: f'� X J' F• ar .. r� r'' ' i, ' r � i 11 �1 ,,0%%J1uu181", ``0 S. STOEPpF"� �l �,.� ��� P�G1STEq�O �'Aj, �? No. C-4 ►n i 2 W Y 2 o 19358 M 0 x z< Q -0 STATE OF Q = Z %,��.c� INDIAN —L -L _.___ I m m rn 0) ��. 1 ''il, E 0 U w W cop �.ii w o� �%%`��� I'll, 'll ��uuI1111 %%%%% (/') Lij M1 W cV II O 00 O 6 af W U V) 0 C-4 ►n i 2 W rn It V M 0 x z< Q 1\ I rn (0 (/') Lij M1 W cV II W z_ o 0 (-) 00 Z W T 1 CD n Z , J Lf) rn 00 z 0 r- n Q a Z z J 0— I �0 6J_ F_ z 0 U z 0 Fn 0 N CC— W = sa z Q T— 0 Z z _0 U W L (1 V) 0 0 0 3:z 0 �_ = V I.d..� MJ W iz U SHEET NO. 5 OF 21 SHEETS " NO -29648 LI) CD C-) CO Q v Ln 0 0 0 C -D n c�I 0 Q LLJ Cn crI GD L0 G-) CU 7/; PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RAYMOND ROEHLING (317) 846-8881 NOTES: 1. THERE IS NO EVIDENCE OF WETLANDS ON THIS SITE. 2. THERE IS NO EVIDENCE FOR POTENTIAL AREAS WHERE STORMWATER DISCHARGE MAY ENTER GROUNDWATER. 3. ULTIMATE RECEIVING WATER: WHITE RIVER Soil Erosion Control Summary The following is a list in sequence of construction activities to control soil erosion: I. Contractor shall install sediment traps and straw bale filters, as shown. 2. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegross, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 3. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 4. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the Contractors expense. Payment for additional rip rap (not shown on plans) and seeding shall be paid for on a unit basis. 5. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). Recommended Erosion Control Measures Erosion Control Blanket: Recommend erosion control blankets such as North American Green S150 be installed as a temporary erosion control measure in the bottom of any swale with a concentrated surface water flow. Refer to erosion control practice number 3.17 . Straw Bale Drop Inlet Protection: Recommend using straw bale drop inlet protection as per erosion control practice number 3.54 as a temporary erosion control measure until blankets are installed. Other drop inlet protection practices may become necessary upon the recommendation of the engineer or erosion control consultant if a specific need arises during construction. Topsoil Salvage and Utilization: As per erosion control practice number 3.02. Removal of topsoil to a depth of six inches (or more if required by the engineer) from all areas to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. Temporary Seeding: Recommend temporary seeding as per erosion control practice number 3.11 if disturbed ground is to be left bare for two months or more. In addition, it is recommended red clover be added to the seeding mixture at a rate of 10 pounds per acre. Dormant and Frost Seeding: As per practice number 3.13 attached to be applied if necessary. Surface Roughening: As per erosion control practice number 3.03, suggest using a bulldozer to track with cleats perpendicular to the slope of slopes on disturbed ground of six percent or greater and around the shore of the lakes as a temporary measure until ready for blankets. Temporary Gravel Construction Entrance/Exit Pod: Recommended as per erosion control practice number 3.01. Tree Conservation/Protection: As per erosion control practice number 3.83, the contractor shall, at the direction of the developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. In the event cut or fill exceeds 0.5 foot over the root area, the developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. Maintenance Schedule: Maintenance of all erosion control practices should be done as needed on a weekly basis and after all large storms. A construction supervisor should be assigned the task of seeing that all practices are installed and maintained according to the design criteria. Maintenance for each erosion control practice should be conducted per maintenance schedule shown on each erosion control practice job sheet (attached). Construction Sequence Schedule: Spring (Projected season to start): Locate areas of tree protection, install gravel construction entrance, install temporary silt fence, strip and stockpile topsoil. Excavate building areas and other earthwork (lakes, roads, swales, sewers, etc.) Spring/Summer: Install strawbole inlet protection. Install rock chute outlet protection. Install temporary erosion control blankets as needed. Track in ridges with dozer cleats on all slopes greater than six percent and around side slopes of lakes. Summer/Fall: Apply sod in all areas that are finish graded. Apply temporary seeding in areas where earthwork construction is halted and area will be bare and exposed for more than two months. Maintain erosion control practices as per erosion control maintenance schedule above. Remove temporary erosion control measures in stabilized areas that have been sodded. Winter/Spring: Apply dormant seeding on any areas that show a need for it. Continue maintenance of existing erosion control practices. Spring/Summer/Fall (following year): Stabilize all open ground and remove temporary erosion control practices. Implement final landscape plan. FORMS\18545ECM Considerations In Construction Sequence Scheduling phase (specific acthAtles AS NEEDED or erosion control proctloss� or erosion Construction schedule considerations Pre -construction actions (Evaluation/protec- Before construction, evaluate, mark, and protect tion of important site characteristics) important trees and associated rooting zones, PRIOR TO CLEARING AND GRADING unique areas (e.g., wetlands) to be preserved, on- WEEKLY, AFTER STORM EVENTS AND AS NEEDED site septic system absorption fields, and vegetation TEMPORARY DIVERSIONS suitable for filter strips, especially in perimeter ALONG WITH ROUGH GRADING areas. Construction access (Construction entrances, Stabilize bare areas immediately with gravel and construction routes, equipment parking areas) and temporary vegetation as work takes place. Sediment barriers and traps (Basin traps, silt Install principal basins after construction site is fences, outlet protection) assessed. STRAW BALES Install additional traps and barriers as needed AFTER FINISH GRADING during grading. Runoff conveyance system (Stabilized stream- Where necessary, stabilize streambanks as early banks, storm drains, inlet and outlet pro- as possible. tections, channels) Install principal conveyance system with runoff N/A A control measures. REMOVAL OF INLET PROTECTION Install remainder of system after grading. Land clearing and grading (Cutting/filling/ Begin major clearing and grading after install - grading, drains, sediment traps, barriers, the key sediment and runoff measures. diversions, surface roughening) Clear borrow and disposal areas as needed. PER SQ. YD. Install additional control measures as grading PER SQ. YD. progresses. Surface stabilization (Temporary and perma- Apply temporary or permanent stabilization nent seeding, mulching, sodding, riprap) measures immediately on all disturbed areas where work is delayed or completed. Building construction (Buildings, utilities, Install necessary erosion and sediment control paving) practices as work takes place. Landscaping and final stabilization (Topsoil- Stabilize all open areas, including borrow and ing, trees and shrubs, permanent seeding, spoil areas. mulching, sodding, riprap) Remove temporary control measures and stabilize. *Maintenance -- (1) inspect practices at least once a week, and (2) make repairs immediately after periods of rainfall. EEF96/17480ERO Seeding Specifications: I. Ditch Banks: shall be seeded and covered with North American Green fiber blanket #5150 and #SC150 (or Equal) or Hydroseeded with straw mulch. The Contractor shall follow the manufacturer's recommended guidelines for installation and staple patterns when installing the fiber blankets. Seeding rate: 110#/acre or 2.5#/1000 S.F. Seeding mixture: 38% Kent. 31 Fescue 19% Perennial Rye 19% Annual Rye 14% Orchard Grass 10% Kent. Bluegrass 2. 4" of topsoil (minimum) shall be placed prior to permanent seeding. 3. If grades are established between May 15 and August 10, a temporary seeding consisting of 40# of Annual Ryegross shall be planted per acre. 4. If grades are established between October 15 and December 30, either Rye (grain) or Wheat may be used at the rate of 2 bushels/Ac. All grains should be mowed prior to seed maturing. 5. If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except in "bare" areas. 6. If grading occurs during December, January, or February, use dormant seeding and it should be done within 7 days of last land disturbing activity. CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED TO KEEP STREETS FREE OF THE SAME, AT THE CITIES DISCRETION. EXISTING VEGETATION: HEAVILY WOODED EROSION CONTROL FOR INDIVIDUAL LOTS 1. CONSTRUCT A GRAVEL DRIVE 2. CONFINE ALL TRAVEL TO THE GRAVEL DRIVE 3. PRESERVE AS MUCH OF THE EXISTING VEGETATION AS POSSIBLE 4. IF THERE ARE LARGE EXPOSED AREAS ON OR NEAR SLOPES A SILT FENCE MAY BE REQUIRED 5. AFTER FINAL GRADING, SEED OR SOD THE YARD AS SOON AS POSSIBLE 6. AFTER A YARD IS RE -VEGETATED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES ALL AREAS NOT DENOTING PERMANENT SEEDING OR FIBER BLANKETS SHALL BE TEMPORARILY SEEDED. RECOMMENDED EROSION CONTROL MEASURES WERE TAKEN FROM CHAPTER 3 AS STATED IN THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY INSPECTOR AS CONDITIONS WARRANT. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IN PLACED SEED, SOD, do LANDSCAPE AROUND UNITS FINISHED WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION A N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE WOOD STAKES 15"-20" IN GROUND I � STRAW BALE DAM DETAIL NOT -TO -SCALE CHINK GAPS W/STRAW SECTION STONE2 of -3 " WASHED STONE 12'-0" MIN. WIDTH DRIVE 6' 3' 6' 3' 4' 2 r 4' 2' STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN 225 4 200 I 175 3' ANNUAL RAINFALL 3- Is er --- K x- 75 x Q 25 - 3 x x x x J A J B �C x xDx m m m tl w W X x x X x x � Z OZ a O) 1 STAPLE 1-12 STAPLES 2 STAPLES 3.5 STAPLES PER SQ. YD. PER SQ. YD. PER SQ. YD. PER SQ. YD. B 275 C 250 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN 225 GREEN EROSION CONTROL BLANKETS. STAPLE 200 PATTERNS WILL VARY DEPENDING UPON SLOPE 175 LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL Z 150 W 125 100 75 50 Q 25 B C C C C D B A A B 7B 20" 4:1 3:1 21 1:1 Low MED/HIGH FLOW FLOW CHANNEL CHANNEL AND SLOPE GRADIENT SHORELINE EROSION CONTROL BLANKET STAPLE PATTERN GUIDE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING DORMANT B B-� SEEDING SEEDING E SODDING F** MULCHING G > A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 201bs>/AC. B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 301bs>/AC. C = SPRING OATS 3 BUSHEL/ACRE D = WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 lbs./AC. (1 Ib./1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS/ACRE *///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Gravel bogs overlap onto the curb 1. Fill geotextile bags approximately half full with 2 to 3 inch stone or gravel. 2. At a position downslope of the lot and upslope of the inlet, lay bags tightly in a row curving upslope from curb and away from inlet. 3. Overlap bags onto the curb and extend a min- imum of 3 feet into the street. 4. For additional layers, overlap bags with the row beneath, and leave a one -bag gap in the middle of the top row to serve as a spillway. 5. Place bags in an arc around curb inlets that are in a sump position. 6. Set up safety/traffic barriers to keep vehichles from hitting bags, causing possible injury. 7. Inspect and repair as needed, and remove any accumulated sediments after every storm. 3 ft. (min.) Gap between bags acts as a spillway Runoff Runoff CURB INLET PROTECTION DETAIL r m STOEppF Q�GtsTEl�� C�9� -O No.� s= 19358 o STATE OF Q 0,c. /NDIANP �� rn NAL EN�0``�� � Wo O W Li F-- W U MY (f � z of O Q 0 z � I W °) > I- 00 M M 0 X Z a Q Li J r\ I � V I 00 LLJ r` Ld I _Z O O 0 00 Z LLJ 0 L0 Z rn J 0) In `0 o V a Z � a DU z V) Z Z o O � z Z Q O _U U LLJ W 0- V) U) 1 0 0 0 cr- 0 I - Z 0 Z U 0 I - Z = 0 0 V) 112� 0m w LLJ v SHEET NO. 6 OF 21 SHEETS JOB NO.29648 Y Q Q 0 m m m tl w W rn 1`1 O W 0 � Z OZ a O) U W o,::� O STOEppF Q�GtsTEl�� C�9� -O No.� s= 19358 o STATE OF Q 0,c. /NDIANP �� rn NAL EN�0``�� � Wo O W Li F-- W U MY (f � z of O Q 0 z � I W °) > I- 00 M M 0 X Z a Q Li J r\ I � V I 00 LLJ r` Ld I _Z O O 0 00 Z LLJ 0 L0 Z rn J 0) In `0 o V a Z � a DU z V) Z Z o O � z Z Q O _U U LLJ W 0- V) U) 1 0 0 0 cr- 0 I - Z 0 Z U 0 I - Z = 0 0 V) 112� 0m w LLJ v SHEET NO. 6 OF 21 SHEETS JOB NO.29648 m 0 C.3 co rn a� v &i a rn U 0 c 0 CD CD3 Cr a w i Cf) Cn IT La rn LU W .. — —1- ..11— w 11— 1—F-1 a.an—L1—uw1 a„ us uosiynou. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM\EARTHWRK WOODED AREA —� TO REMAIN \� 801�. \ E EASEMENT . _ I \ i \ \ EARTHWORK EXCAVATION AREA STOEppF ,``a�O Q�G,ISTER�O ------- No. o STATE OF 1NDIANP NAL EN '�. �Ij."",nnn11110 SCALE: 1"= 60' Fie• EXISTING LAKE N.P.= 735.00 "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES 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 SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. r m Ln z O V) 5 UJ Of 0 rn cfl 00 cV I\ I 0 0 00 I r - a z Q 0 z Q Z Z Q C) Y Q � Z Z z O_ U w U) Q 0 M M LL— w an US y wll o� C) X O O 00 rn O rn Z 0 r - O Q w �T S tr w U r�y 0 rn cfl 00 cV I\ I 0 0 00 I r - a z Q 0 z SHEET NO. 7 OF 21 SHEETS " NO.29648 Q Z Z Q C) Q � Z Z z O_ U w U) U C) X O W O Z O O �T S L.L QL,LM. r�y UJ W -JLTJ IY Q U SHEET NO. 7 OF 21 SHEETS " NO.29648 a w w � w w N N A n X W=lm�� I tot 100 m n r ^ x Y) h :L Q W=lm�� I tot 100 3 M1 j' Q ' N Z �I 9 Q I C) Z I �I o Y Q w i n 'r W (n C n �1 x ' Z I— Z —€ ry i m W U SHEET N0. OF 21 SHEETS JOB NO.29648 :L Q �>J O 3 M1 j' Q ' N Z �I 9 Q I C) Z I �I o Y Q w i n 'r W (n C n �1 x ' Z I— Z —€ ry i m W U SHEET N0. OF 21 SHEETS JOB NO.29648 Isa{"Ioce- l,a*v,- W [44 ti14f--fLt S 11 1,<-IULL r [tv'&T1oN , u- � - I L.J �; . © 9 --1 n �L rbl", `TIow ,IMA LO1H � -LJiDQ NOLL 1® ��'A 16" LANDSCAPE GROUP i ANDSC,APE ARCHT J URL ANIS C ONS i k , FISHERS, IN. i�G►i:1}i SC IA1.I fl�oj{-t ' i 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE 2. ALL SHRUB PLANTING ARIAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD MULCH. ALL GROUND COVER BEGS 5HAL L BE COVERED W/ 2' SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWI" IILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED, 3. AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. t. NO 5-5577 JT'ONS O� P—ANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE, PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED' ON THE JOB 5tTE BY ARCHITECT. 5. ALL PLANTS SHALL MEET OR EXCEED AMERICAN. STANDARDS FOR NURSERY STOCK, 1996 EDITION AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 6. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY THE ARCHITECT. " 7. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY ARCHITECT AT THE END OF THIS PERIOD PANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. B. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 9. PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTAIL.L.Y DECOM(?�ED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY,4q 1N CHAkAC ER AND SHALL BE APPROVED BY ARCHITECT. 10. landscape CONTRACTOR 51- ALL NOTIFY ARCHITECT IN WRITIf,G PRIOR TO BID DAT E OF ANY PLANTS HE / SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 11. ALL UNDITISTURBED LAWN AREAS TO BE RESEEDED OR SODDED. LAWNS SHALL- RECEIVE 4"-6" APPROVED TOPSOIL PRIOR TO SEEDING OPERA"flON5. 12. BACKFILL FOR TREE PLANTING SHALL BE 75%APPROVED TOPSOIL AND 255vo APPROVED PEAT MOSS. TOPE LAYER OF BACKFILL SHALL BE 1005vo EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHAD BE INCORPORATED INTO BACKFILL AT APPROVED RATES. DUNE ONLY AS NEEDED UBBER HOSE 1ULT1-STRAND WIRE (OR 14 GAUGE WIRE REE WRAPPING OR FALL INSTALLATION ONLY) 3" SHREDDED BARK MULCH 3"SAUCER FINISH GRADE CK BILL' ANCHOR EXISTING SOIL BACKFILL SOIL MIXTURE COMPACTED BACKFILL MIXTURE NTS. SHADE TREE PLANTING DETAIL UNE: ONLY AS NEEDED EE WRAPPING R FALL INSTALLATION ONLY) "SHREDDED BARK MULCH "SAUCER INISIi GRADE STAKE AS NEEDED EXISTING SOIL BACKFILL MIXTURE COMPACTED BACKFILL MIXTURE NTS. ORNAMENTAL TREE PLANTING DETAIL PRUNE ONLY AS NEEDED 3" SHREDDED BARK MULCH 2" SAUCER, FINISH GRADE BACKFILL SOIL MIXTURE COMPACTED BACKFILL MIXTURE NTS SHRUB PLANTING DETAIL GAUTkDN THE LOCATIONS OF ALL EXISTING UNCERGROUND UTILITIES SHOWN ON THIS PLAN ARE EASED UPON ABOVE GROUND EVIDENCE (INCLUDING. BUT NOT LIMITED TO, MANHOLES, INLETS), VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPEGULATTVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHIGH THERE 15 NO E\1DENGE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCA If IONS OF SAID EXISTING UNDERGROUND UTILITIr5 SHALL BE VERIFIED BY THE CONTI2ACTOR PRIOR TO ANY AND ALL. CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE SHEET N0. 9 OF 21 SHEETS JOB "0' 29648 N I U i J m CV O ti CD .-y U O C .. O CD 3 O F- Q F- (1� Cn m 'V CO C) CU 1 U J M CD Q O U CV U O CD F C -D 3 Z W Cn m V U7 O') Cu 7o 1 I I i 3 P� Q` HANDICAP RAMP TO BE INSTALLED DA W/VWOOO 0.602 DRIVE �l z+rs 3 �2+50 2+75 3+00 X E 51.1 co 19 In _50' R/W I 30' B -B I � a, ao .9 14 I I CA —I— XX 10) m 50' R/W rn - 30' B -B O O TWO , 0 ro1106 g M O (0 M �� / 00 N 6° SCALE: 1 "= 20'101 "I" i ------ I�--- wI - 00 > I 00 ,n I HANDICAP !,A►MP p / \ TO BE INSTAI LED R '� F 8 81 \ 48.7 I r 49. �` �► 810 �6� rn o CIOof ( — M 4 0 w O m o DAWN WOOD DRIVE I ( 0- I in N �N 29 \ 17 � '8 I j.60%p 0.6!0 2.08% -1 ol_ m 8+25 8+50 8+8Q.78 7+05.77+21.84 NcI M 49. 49. 49I lo o n z - w z m I rolRPp. 48.87 -� 48. _� = o �_ �t m N M I 6 10+72.35 49. 49. 811 A E 0 'o V4 .7 I HANDICAP R` MP TO BE INSTiA� LED a; o, a; O 702 � P r-+I jc X +Q. 1) i I 'y 8 ao a°Do i / 15 New soe \ / o I 50 R /W I 30' B -B 0 W Y a OD ;���� P�C,1STEgFO �F,p''• m U >w p \ w ° �o� 193W = O -�0 STATE OF Q *NDIANP 00 rn 1-1rn O 0 w w F= Qf LLJ U w K O Lo Z � I LLJ 0' It 00 D V 0 X Z Q J I rn � I c LLJ r LLJ OI Z_ O C7 o0 Z LTJ `- 0 `n Z Lo F- J rn W d' :3 00 0 Z Q z Z C) Z Z cn O LLI Q U LLJ v, 0 Z Cn 0 0 O oU W or Z O W F - z z 0 ItJ fn W IY a U SHEET NO. 12 OF 21 sHEm " "0'29648 cn OD rn rn LD v v r; 0 rn +� U 0 c 0 LD 3 O L� Q F-- Un cn m v CD rn Val LL W L1J m CD ",Zr (6 Q m O CT) U O C O 3 O CU LL Q Cn Q (D N ft z J m m N Cll 0 0 U O 3 0 z a crn I Lr) i UD CT) N cn 75C 74C SCALE: 1"=50' HOR. 1"=5' VERT. 750 740 SCALE: 1"=50' H OR. 1 "= 5' VERT. O rn ►n 00 � N 00 Y `t 00 II D U H Ln I � X Q Z r II I W U 'E S U 'E N 2.05 rn N O ~O I\ 0) W O J O N � EXISTING Y GRADE L) Q H o Z O O EXISTING a .. ' . Z Ld GRADE ; PROPOSED GRADE Q 0) _Z � I 14 0) 00 V) Q Z o z z FULL DEPTH IIs I GRANULAR BACKFILL �' e • • • . . 8" PIPE E %• INV.=745.55 8" PIPE S. 8" PIPE W I 40 4 4 INV.=745.65 8 PIPE N. 200 L.F. 8" P.V.C. PIPE 00.42% INV.=740.59 PIPE N&S =739.34± 82 L. F. 8" P. V. C. ' CTOR TO PIPE ® 0.509 (� O V. PRIOR N r O J 0 ,4 O UJ O N Z O O = N O Lv O = W a � Q � Z O O O 00 i= 2 O rn ►n 00 � 0 00 Y `t 00 II D U H .. y� I 0 X Q Z Q II I W U 'E S a 'E N 2.05 rn N O ~O I\ 0) W O J O N � GRADE Z Q Q H o Z 750 740 NOTES z 0 U) 5 W �STOEPpF�,�',�. 19358 -o STATE OF Q 00 INDIANP ������� rn '�• `s`S'bNAL 0 w u - w U FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT. AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL TERMINATION. 750 740 42' IN' CONTF =RIFY 0 CON SCALE: 1"=50' HOR. 1"=5' VERT. rn ►n a zd z � I 00 Y `t 00 � D � M 0 X Q Z Q II Q W U a U w rn m U m ~O \ � LL. L c d 0I c� � GRADE LLJ Q o Z O O EXISTING �STOEPpF�,�',�. 19358 -o STATE OF Q 00 INDIANP ������� rn '�• `s`S'bNAL 0 w u - w U FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT. AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL TERMINATION. 750 740 42' IN' CONTF =RIFY 0 CON SCALE: 1"=50' HOR. 1"=5' VERT. 0 rn ►n a zd z � I 00 W > `t 00 � D � M 0 X In II Z Q II Q W U J U H r � H � 0 PROPOSED 0I c� I 00 r- GRADE LLJ I Z O O EXISTING a .. ' . Z Ld GRADE ; 'd 0) _Z � I J 0) 00 V) Q Z o z z IIs d %• 8" PIPE S. INV .=742.44 I 40 4 4 8 PIPE N. EXISTING INV.=740.59 PIPE N&S =739.34± 82 L. F. 8" P. V. C. ' CTOR TO PIPE ® 0.509 V. PRIOR N TRUCTION O O Z O I` N O Lv O W 00 O Z O O O 00 i= 2 2 In Q Z Q Q W2 IV) :2 V) V) 0 rn ►n a zd z � I W > `t 00 D � M 0 X Z Q Q J r � rn V LSI I 00 r- LLJ I Z O O 00 Z Ld CD u')' M 0) _Z � I J 0) 00 V) Q Z o z z W z Q 0 LL_ Z 0 z I— U W z Q /) ^ 0� 0 w 0 �W VI Z 0 � �T O (i^ 0 Q ch z I.d.J W r< cy— v ' U SHEET N0. 5 OF 21 sHEm " N0'29648 750 740 U m Q .. m 0 0 `., U 0 3 0 rr cn .. cn cn cii LD m Cu /! SCALE: 1"=50' HOR. 1 "=5' VERT. 750 740 SCALE: 1"=50' HOR. 1 "=5' VERT. 750 3�40 i Sw 16 \ 801 \ \ \ 00 J L o U? z W V_ 0 0 In O 0 ci Z 0 n it Lo Eli ul)r J I` n u U I 00 N II I n U II � O II 15� 00 o Ir II H Z (j � U 0 0 U 00 W 0 zz a z U Lj r el PROPOSED GRADE Q EXISTING GRADE D PROPOSED GRADE FULL DEPTH " �I GRANULAR FULL DEPTH - __ v BACKFILL I I } 8 PIPE W BACKFILL STUB 8 L F. INV.=744.72± ' } 24" R.C.P.- .C.P.J "' a CONCRETE 4 ® 0.50% 00. 1 42.86 CRADLE 46.94 46.63 42.8641.50 41.50 4 *2E 15" R.C.P. E&WINV.=743.04 m40.64 t33" EXISTING GRADEWATER i 0 WATER �PE 40.64 38.868" R.C.P. �__...,w _ .... _...r_... PROPOSED NV.=74p.118 L.F. 24" R.C.P. ® 1.15% 215 L.F. 30" R.C.P. ® 0.40% 445 L.F. 33" R.C.P. ® 0.40% __..... . 738 GRADE -\ W W �� I I X86 Z OO J 0 J Z NO J EXISTING co O 00 O Z 42" PIPE O N = Z 4...., V) IN V.=739.03± 2 INV.=738.86 750 740 SCALE: 1"=50' HOR. 1 "=5' VERT. 750 3�40 i Sw 16 \ 801 \ \ \ 00 J L Lo z W V_ 0 O 0 Z 0 Lo LL - J I` (DD � I 00 N LLJ I II � O II 15� 00 Z Ld II 'n Z (j � U Fx U 00 W 0 zz a z U Lj r Q D PROPOSED GRADE �I FULL DEPTH - __ GRANULAR } BACKFILL ' } a v 4 1 46.94 46.63 4 *2E s EXISTING GRADEWATER i PIPE �__...,w _ .... _...r_... PROPOSED __..... GRADE -\ �� I I X86 41 EXISTING .86 42" PIPE 33" R.C.P. N 37.16 37.16 4...., IN V.=739.03± INV.=738.86 ........... 30 L.F. 35.00 EXISTING 18" R.C.P. N.P.=735.00 ® 0.30% 102 L.F. 15" R.C.P. 00.30% 138 L.F. 18" R.C.P. ® 4.12% 425 L.F. 33" R.C.P. 00.40% 425 L.F. 33" R.C.P. ® 0.51% � H f - J Z J Z rn J Z N o WW O J p O Z W Z 00 0 o 000 m 000 m 00 OJ = 00 O 00 J 0 < U F- U (n U (n < � � 2 V) 750 740 z 0 W 5 W Y W� Q D 0 00 O m U m LL- O �Q\i W Z c� No. 19358 -0 STATE OF 400 Q:= '�•�,� �NDIANP � .�� NAL O W F= tY W U 0 Lo z W rn 00 V Z Q Q LL - J I` (DD � I 00 N LLJ I Z � O 00 Z Ld U 'n Z � I J Z O U 00 W 0 zz a z z W o J Z Lj`- Z O O QL , I..L. U V LLJ�� V/ Z Q V) J 0 a- O O LLJ 3r, W z O L �!! nn V O w r— W J U)w Q U SHEET NO. 16 OF 21 s"Em 'SOB "°'29648 750 740 J CC) CT) rn_ rn c� m 0 o 0 U 0 a) CD 3 CU T cn Ln CLJ LD m cu a SCALE: 1"= 50' SCALE: 1"=50' HOR. 1 "=5' VERT. N rn O 00 O 06 0 to 0 Nr II XII N II � II LO U4 � o H o6 r I EX. 46.39 125 L.F. 12" R.C.P. ® 1.00 F, 0 Li Z U r c� — z o r= PROPOSED GRADE n tY N tY r EXISTING G II C) 0 II U C) Y II U GRANULAR II d BACKFILL II 45.35 II INV. -745.35 II 30 L.F. 12" R.C.P. ® 0.50% H H O J Z J Z 00 00 m m w 0' U � U C� w ao PROPOSED GRADE cel EXISTING GRADE .>: • ! FULL DEPTH GRANULAR • : •.'. • : , '• FULL DEPTH 47, f • BACKFILL ! . , ' ! GRANULAR BACKFILL 46.30 4g. 30 1135 • ` 0 45.35 45.64 45.64 46.14 - ER WATPIPE WA PIPE 43 04 �+ 3 43.04 ��ATER PIPE 24" R.C.P. N WATER PIPE �!, 12" R.C.P. S INV.=741.5030" R.C.P. S EXISTING .�.� � INV.=745.35 30L.F. INV.=741.50 42" PIPE I 15" R.C.P. INV.=739.591 61 L.F. 12" R.C.P. ® 1.0 58 L.F. 15" R.C.P. 101 L.F. 12" R.C.P. 01.00% 151 L.F. 15" R.C.P. ® 2.169 125 L.F. 15" R.C.P. ®1.85 ® 0.509 00.50% W W W J J O O J Z 00 O J Z r-, O J Z O p Z -► z � J Z 00 — 00 00 co O 00 00 00 Q U U 750 750 740 740 SCALE: 1"=50' HOR. 1 "=5' VERT. PO rn 00 00 06 06 Nr II XII II � II U � U � o H 0 0 I EX. 46.39 125 L.F. 12" R.C.P. ® 1.00 0 Li Z U ui Z c� — z o r= PROPOSED GRADE tY N tY EXISTING G >- FULL DEPTH GRANULAR BACKFILL 15" R.C.P. E&W 45.35 INV. -745.35 30 L.F. 12" R.C.P. ® 0.50% H H O J Z J Z 00 00 m m w 0' U � U kDE 750 740 a SCALE: 1"=50' HOR. 1 "=5' VERT. � O 014- r Nr II XII w2 W PROPOSED GRADE rEXISTIN ADE 47.64 I EX. 46.39 125 L.F. 12" R.C.P. ® 1.00 (v Li Z U ui Z 00 — z o r= — o tY N tY >- W >- V) z 0 V) s w wl Y a a 0 00 rn m C)u-Lo<� o Jew II o- STOEPpF�'�.,���� No. 19358 _- -o STATE OF �Q? 00 ''�►►anon►�` 0) INN O 0 w u w U V) N a a 0 LO z W 0) > 't 00 D r V) M X Z Q J rn t0 � I 00 W r W I _Z 0 0 C 7 o0 Z W C' LO Z_ LO F- I J rn V) `0 0 Z a C) z Z W p Z I..L U rW ^ V / Z Q V 0 O Of O W �Z �"1..� C!) O G V� f� I..L 0 cr- (--.- J M � L.l.J W r r Q U SHEET NO. 17 OF 21 SHEETS " NO -29648 10 i i� 15 3 w 1 K COPPER 1" K COPPER a ,�V •VWLi s• SERVICE LINE i SERVICE LINE I j " 2'-0DIA.X2 —0 DEEP STA. 4+55 j 1" K COPPER MIN. SERVICE LINE ) I f fi 0 UTILmES SHOWN ON THIS PLAN ARE BASED 1" K COPPER 3 SERVICE LINE 17 j i STA. 3+82 VALVE WATER MAIN FACE OF TRENCH AT ALL TEES BENDS & PLUGS D EASTIMCK CIRCLE SII! i �i 1" K COPPER a ,�V •VWLi s• SERVICE LINE Q STA. 5+76 I j " 2'-0DIA.X2 —0 DEEP 1 I 1" K COPPER MIN. SERVICE LINE ) I f fi STA. 4+80 16 UTILmES SHOWN ON THIS PLAN ARE BASED 1" K COPPER 1 GEOTEXTILEEFABRICAT SERVICE LINE 17 j i STA. 3+82 1;r , j I r' 1" K COPPER r• ill �..� 1r-- SERVICE LINE 19 )I �� STA. 1+88 r h pE , STgcE VNF it I 0 N �. �f r if .t I d' � r K INCE ,V R 20 m ti q<ez w \� 1 04 1_� 1'-0"(MIN.) N (CONFORM TO LOCAL REQUIREMENTS) ten, 14 VALVE BOX Iof y r, 4' I rr � CURB J, CONCRETE / CONCRETE CONCRETE BEARING PAD THRUST BLOCK THRUST BLOCK OR ANCHOR CAST—IN—PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED �� yq a� v cex� 4V,4 Fav U J CC) M rn CT) 0 m N O N 41 U O CD 3 0 w a 3 i cn cn Nr Lo rn ry cn FIRE HYDRANT DETAIL (NO SCALE) O.D. + 1' Filll,l 3.0' ANGLEVALVE PROTECTED 4 WITH PLASTIC WRAP _III I I i. a. =1 I 1 " CORP. (= 0 -III COCK III —1 I— 1* COPPER SERVICE PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) 5TOEA° 19358 STATE OF �[t unix SCALE: 1"= 60' LEGEND 8 a ,�V •VWLi s• PROPOSED HYDRANT Q VALVE 0 " 2'-0DIA.X2 —0 DEEP IN ACCORDANCE co MIN. WITH SPECIFICATIi I I DRDAINCA�G�EERPITp LIN&D UTILmES SHOWN ON THIS PLAN ARE BASED 1 GEOTEXTILEEFABRICAT UPON ABOVE GROUND EVIDENCE (including, CONCRETE TO BE POURED BETWEEN PIPE & FIRM X VALVE WATER MAIN FACE OF TRENCH AT ALL TEES BENDS & PLUGS HORING J ARE SPECULATIVE IN NATURE THERE MAY ALSO TYPICAL i Y_::as..•L_ CONCRETE / CONCRETE CONCRETE BEARING PAD THRUST BLOCK THRUST BLOCK OR ANCHOR CAST—IN—PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED �� yq a� v cex� 4V,4 Fav U J CC) M rn CT) 0 m N O N 41 U O CD 3 0 w a 3 i cn cn Nr Lo rn ry cn FIRE HYDRANT DETAIL (NO SCALE) O.D. + 1' Filll,l 3.0' ANGLEVALVE PROTECTED 4 WITH PLASTIC WRAP _III I I i. a. =1 I 1 " CORP. (= 0 -III COCK III —1 I— 1* COPPER SERVICE PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) 5TOEA° 19358 STATE OF �[t unix SCALE: 1"= 60' LEGEND �• 1 N � Lb pq PROPOSED HYDRANT Q VALVE 0 BLOW OFF ASSEMBLY KI REDUCER �• 1 N � Lb a Q z ' ' ' ►: : •' ' : i "HOLEY MOLEY" ' ► �'. '� ; !:: SAYS: CAUTION LOCATION OF ALL EXISTING UNDERGROUND CONCRETE THRUST BLOCKING UTILmES SHOWN ON THIS PLAN ARE BASED M UPON ABOVE GROUND EVIDENCE (including, CONCRETE TO BE POURED BETWEEN PIPE & FIRM X but not limited to, manholes, inlets, valves, do FACE OF TRENCH AT ALL TEES BENDS & PLUGS marks made upon the ground by others.) AND J ARE SPECULATIVE IN NATURE THERE MAY ALSO TYPICAL THRUST BLOCKING TILIMES BE OTHER EXI ERE I UNDERGROUND ABOVE G UND FOR WHICH THERE IS NO A80VE GROUND V) (It CNW r Ld I Z O O r^ V 00 EVIDENCE OR FOR WHICH NO ABOVE GROUND 0 `n Z LO J :D M --t EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS (NO SCALE) 1-800-382-5544 SHOULD BE Cd LL TOLL Fw VVERRIIFlm THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-428-5200 FOR CALLS ODTSmB OF INDIANA M] z 0 Cn 5 w Y Q i Q O Ib all 0 go o U w all c� r O r 00 rn CTI _o w F -- U V) O N � Lb a Q z >- I LLI 0) M � X Z J T_ V) (It CNW r Ld I Z O O r^ V 00 Z Ld 0 `n Z LO J :D M --t o Z O z z Z � p Z Z Z Q O J F— � U Z W O V) m D 0 O 0 ch W � J LTJ Q U SHEET NO. 18 - OF 21 SHEETS " NO -29648 U J co rn rn rn Ln 6 6 N U 0 CD 3 0 A 0 z a �n cn ai LO CD C„ GENERAL NOTES: 1. All sanitary sewer construction on this project may be of P.V.C. sewer pipe (SDR 26 or SDR 35) conforming to A.S.T.M. Specification C -700-71T. At owner's option Type P. S.M. polyvinylchloride sewer pipe and fittings Type 1, Grade conforming to A.S.T.M. Specifications D-3034 or Acrylonitrile—Butadiene—Styrene (ABS) sewer pipe conforming to A.S.T.M. D -2680-79A may be substituted. Joints in all pipe shall conform to A.S.T.M. Specification C-425-71. All subsequent A.S.T.M. revisions shall apply or as specified on plans. 2. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. 3. Joints in sewer pipe shall conform to A.S.T.M. Specification C-425 or latest revision. 4. Sewer pipe shall be bedded in accordance with detail shown. Sewer trenches shall be kept free of all water. Do not allow water or mud to enter the sewer. 5. All sanitary sewer lines upon completion will be required to pass a low pressure air test, unless otherwise directed by the City Engineer. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by the City Inspector. Infiltration under test shall not exceed 200 gallons per inch of inside diameter of sewer pipe per mile of sewer in 24 hours and inclusive of all appurtenances within the section being tested such as manholes, house connections, etc. 6. Ail pipe or drainage structures in trenches under paved surfaces and within 10 feet of the pavement shall be backfilled with granular material and compacted by approved methods. 7. No roof drains, footing drains and / or surface water drains may be connected to the sanitary sewer system, including temporary connections during construction. 8. All lots are to be served by 6" sanitary sewer pipe of P.V.C. or alternate material approved by the City Engineer. These laterals are to be carried approximately to the property line, and the location of their termination indicated on the surface with a suitable marker. The wye is to be tilted up at 45 degrees from the horizontal and the end plugged tight with clay or plastic disc, capable of withstanding a low pressure Air Test without leakage. The lateral locations should also be marked with red on the curb. Mandrel test is required on all main line sewers per Indiana State Board of Health. 9. Sewers crossing mains shall be laid to provide minimum distance of 18 inches between the outside of the water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe and shall be pressure tested to assure watertightness prior to backfilling. 10. Water mains shall be of ductile iron Class 350 cement lined pipe, unless otherwise noted in the plans. A. Water lines shall be of ductile iron pipe, Class 50 cement line water works grade. B. Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. C. Blow—off valves shall be those manufactured by Mueller Corporation (HO10283 or H-10291), or equal. D. Angle valves at the and of water service stub are to be copper compression type fitting also, and are to be protected with plastic bay over the valve. E. 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with blue paint. (Sewer lateral locations — red). 11. All water mains to be pressure tested for leakage and sterilized in accordance with directions from Carmel Water Department. 12. No traffic will be allowed on prepared subgrade prior to paving. 13. All street construction within the lines of dedicated right—of—way shall be in accordance with the Specifications of City of Carmel. 14. Property line comers of street intersections are rounded by an arc having a 15' radius. Property lines drawn hereon are carried to the P.I. of the arc. 15. A temporary seeding mixture in the areas where stripping of fills have been graded shall be seeded for silt and erosion protection. After grading all construction areas are to be seeded as follows: A. Swale seeding : Seed and fertilize within construction limits with 5#/acre "Redtop" grass, 20#/acre "Rye Grass", 20#/acre "Blue Grass", 25#/acre "Tall Fescue" grass, and 600#/acre 12-12-12 fertilizer. B. Cut/Fill Seeding Along Paved Areas: Seed and fertilize with 25#/acre "Tall Fescue" grass, 20#/acre "Rye Grass", 15#/acre "Blue Grass" and 600#/acre 12-12-12 fertilizer. 16. The location of houses (depicted by rectangles) show the pad elevation and/or outside grade. The finished floor elevation is 8 inches higher, more or less than the outside grade. 17. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and/or the engineers of any changes, errors, or omissions found on these plans or in the field before work is started or resumed. 18. All drainage pipe and ditch outfalls to receiving streams shall be constructed in accordance with drawings, subject however, to any modification required by the City of Carmel at the time installation is completed and to any adjustments needed for field conditions that could not be anticipated on the design drawings. 19. Contractor to record dimensions measured along sewer line from nearest manhole to each sanitary sewer lateral. 20. Contractor to record dimension of each water stub from nearest fire hydrant measured along the water main. 21. The above locations of laterals, along with any other construction changes are to be incorporated on the original construction drawings and record drawings submitted to the City Engineer's Office as soon after completion of construction as possible. 22. Contractor shall verify subsurface conditions prior to bidding. 23. "The engineer and/or owner disclaim any role in the construction means and methods associated with the project as set forth in these plans." BOT SH GRADE MANHOLE FRAME & GRATE T ON KENT SEAL OR EQUAL. KENT SEAL OR EQUAL EEN RISER RINGS (TYP.) IUST TO GRADE w/ FILLER RINGS REQUIRED (4" MIN./12" MAX.) RECAST REINFORCED CONCRETE ANHOLE CONE MEETING A.S.T.M. STANDARD C-478. U 0 MANHOLE SECTION JOINTS SHALL CONFIRM TO A.S.T.M. C-443 w/ 0—RINGS GASKET BETWEEN SECTION, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) 4'-0" DIA. PRECAST REINFORCED MANHOLE SECTIONS MEETING A.S.T STANDARD C-478. PIPE TO MANHOLE GASKET MEETING A.S.T.M. STND. C-443 SHALL BE CAST INTO MANHOLE SECTION AT THE TIME OF MANUFACTORING, GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30" OF WATER PRESSURE. f 4" •. V d '�__. • �� _•. .4 LEVELING MATERIAL (#2 STONE) W/PRECAST BASE 6" MIN. AK OUT TOP HALF OF PIPE AFTER 'ING CONCRETE BENCH WALL P OF BENCHWALL SHALL BE AT MIN., =V. EQUAL TO TE CROWN OF THE PIPE. ICRETE BENCH WALL (CLASS B) BASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE #4 BARS AT 12" O.C. EACH WAY PRECAST REINFORCED CONCRETE MANHOLE FOR SANITARY SEWER NOT -TO -SCALE 2500 psi CONCRETE I CUT AWAY •TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 18" OR LESS, OR WERE NOTED ON THE DRAWINGS. CONCRETE CRADLE NOT -TO -SCALE 6 -(MIN SHALL BE INCREASED TO 12 IF REMAINING BACKFILL MATERIAL CONTAINS LARGER PARTICLES 12" MIN. COVER REQUIRED IF SDR 35 PIPE IS USED -L. II MATERIAL (ASTM D-3221-74 )EC. 6.1.2) COMP TO 85% STD. 'ROCTOR DENSITY, OR CL III MATERIAL 'ASTM D-2321-74 SEC. 6.1.3) COMP. 0 90% STD PROCTOR DENSITY. CL. I MATERIAL (ASTM D-2321- 74, SEC. 6.1.1) #4 STONE COMP. 6(MIN) IN ACCORDANCE WITH ASTM D- 8,4 -(MIN) 2321-74 SEC. 9.1.1 WORK SUFFICIENT MATERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR PVC SEWER PIPE PER ASTM D-2321-74 (NO SCALE) FILE: SAPVCBED.DWG TAMPED IN PLACE SAND BACKFILL it SANITARY MANHOLE R-1642 NOT -TO -SCALE NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE A MAGNETIC TAPE LOCATOR SHALL BE PLACED 6" OVER ALL MAINS & LATERALS JNDISTURBED =ARTH APPROVED SURFACE MARKER SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE ��►u�muw� go No. 193W = -o STATE OF ? NAL 1t MIN. SLOPE ZEQUIRED E5' SLOPE MAIN SEWER NOT -TO -SCALE in Z 0 En 5 w o: 00 0 0 (n 't 0 ry U) i I W rn > 0000 ly D r V) M 0 X Z < J ca � I 00 W r W I Z 0 0 00 Z W o `n r7 Z M F- 1 rn :D `I' i)00 Z O U Q 0 Z V) 0 0 a Z a 0 Z � Z O J 0 a � Y q U W w D V) Z V1 O F_ Z = 0 U a N— t.L.. W J W 0 Q U 00 m m m W Z (7) o U W <CD �O Z 00 0 0 (n 't 0 ry U) i I W rn > 0000 ly D r V) M 0 X Z < J ca � I 00 W r W I Z 0 0 00 Z W o `n r7 Z M F- 1 rn :D `I' i)00 Z O U Q 0 Z V) 0 0 a Z a 0 Z � Z O J 0 a � � U W w D V) Z 0 0 O 0 U Z V1 O F_ Z = 0 U U N— t.L.. W J W Of Q U SHEET NO. 19 OF 21 s"Em '10B N0'29648 M 0 E, OD Q, rn CD 0 IT v m CD 0 3 0 J 0 N— 00 v ED rn CV 0 W a cD COMPLETELY SEAL CASTING BEARING SURFACE WITH 311 MIXTURE OF SAND AND PORTLAND CEMENT. MATCH CASTING OPENING 0 Z i •� Z w - !' 8' PRECAST CONCRETE C3 1/2' MORTAR •� Z U :'4 ' a' • U SLOPE 2' TO I e' CENTER . d ":' 8' 8' MATCH CASTING OPENING SIDE VIEW �� 10 01 lililililililililil o l -� ■S■�■S■S■�■S■S■�■�; s� ,; n 0 00 R -3501-N NEENAH CURB INLET FRAME. GRATE & CURB BOX DETAIL NOT -TO -SCALE 3 3 . . � r � ENDS OF BLANKETS TO BE 1 TURNED DOWN AND BURIED MIN. 4" TOPSOIL SWALE CHANNEL TO BE LINED WITH AN S150 EROSION CONTROL BLANKET BY NORTH AMERICAN GREEN OR APPROVED EQUAL TYPICAL SWALE DETAIL NO SCALE SAND OR OTHER NON- COMPRESSIBLE FINE --� LOW VOID MATERIAL. MINIMUM WIDTH 1.25 (O.D.)-12- RIGID PIPE BEDDING DETAIL (CONCRETE PIPE) NOT -TO -SCALE BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF INDIANA DEPARTMENT OF HIGHWAYS (MECHANICAL COMPACTION TO 95% PROCTOR DENSITY). 1 /4" '01 AAAAA 1110 � N�pOOa'�O,O 21" a,00�L�'W►Sd' o NVQ 36" H• ily Duty 1. MACHINED OR NON–ROCKING f BEARING SURFACES. f Catalog No. r Standard Machined Design Horizontal Vertical Wt. Bearing D Lbs. R-1772–CNH 24 1/2 355 MACHINED HORIZONTAL R -1772–C VERTICAL BEARING SURFACE STORM MANHOLE DETAIL R -1772—C NOT -TO -SCALE TOP VIEW NOTE STEEL FENCE POST TEMPORARY EXTENSION ABOVE CAP k TAPE DIMENSIONS B HL W MAX. 1.51 2t GROUND TO BE REMOVED UPON 18 CONNCETION TO HOUSE. 16 ALL MEASUREMENTS TO BE 9 MEASURED FROM BACK OF CURB. 18' 1 19 1301 m r PROPOSED GRADE 1 PC. 22 4 16 7 10 6 23 -n '0 'a 'o 2.5 0 0 25 ° ° 0 'o 0 'a 0 16 • °'° REDUCING T 0 0 o 0 'o REQUIRED 6' (MIN.) 0 0 12 SSD MAIN 0 ' 0 28 •a + MIN. SLOPE 0.30% 2.5 MIN, 4' SSD 29 3' 3" 16 MIN. MIN. 14 12" MIN. 32 TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS 1 PC. NO SCALE HAMILTON COUNTY SURVEYORS OFFICE 14 10 16 REVISED: � �� (� � (� l s -G3 STANDARD PLAN APPROVED: 43 27 1 NN&TUI WJNTY AIAVEYOR DANE 8 C.I. MANHOLE FRAME & COVER SET ON KENT SEAL OR EQUAL FINISH GRADE DEPTH AS SHOWN ON ALL STRUCTURES GREATER USE KENT SEAL OR EQUAL THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND BETWEEN RISER RINGS (TYP.) HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE ADJUST TO GRADE W/ FILLER THEN 24" MAX., THEN 16" RINGS AS REQUIRED (MAX. 12"1 ON -CENTER. PRECAST REINFORCED CONC. MANHOLE CONE MEETING ASTM STANDARD C-478 \ MANHOLE SECTION JOINTS SHALL HAVE "0" RING GASKETS CAST ALUM. OR FIBERGLASS MANHOLE STEPS SET AT 16" O.C. STAGGERED. 0.30' 0 C _ ALL UFT HOLES ARE TO BE GROUTED SHUT. CONCRETE BENCH WALL (CLASS "B") BASE SHALL BE PRECAST WITH #4 BARS AT 12" O.C. EACH WAY TTI- 8" GRANULAR LEVELING MATERIAL # REQUIRED FOR PRECAST BASE PRECAST REINFORCED CONC. MANHOLE FOR STORM SEWER NOT -TO -SCALE 6" MIN, 24" 6„ 18.. 1" LIP 3" TOP SOIL t'R III=11 III e SUITABLE BACKFILL TSI I I� �I =1 I I 3/4' COMPACTED IN 4" LIFTS -IIIr I— p o R III-III—I I- -III -II III d d d �III�II II � 0 0 0 0 0 O a p O o p O p p D i p a p 0 0 o p 0 0 o p CD 0 o p 0 0 0, 0 0 0 0 0 6. 0°00°°0°00 0 0 0 0 °o 0 °o 0 °° 0 °n 0 0 0 0 0 0 °0 0 °o 0 °0 0 °0 °00°00°00°00 G O 0 n NOTES: Expansion pints ore required at Storm Inlels. Contraction joints should be Installed at 10' spacings. Spacing shall be 5 on curve radii. Contraction joints sholl be tooled or sawn in continuously poured curbs to a depth of 112" min COMBINED CONCRETE CURB OR GUTTER (TYPE II) NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: _ 'IANDARD PIAN RECOMENDED:!- HAMILTON COUNTY ENGINEER DATE APPROVED •Y'5-93 HAMILTON COUNTY DIRECTOR DATE FIBER BLANKET OVER (P❑LYFELT TOP & SIDES) 12" MIN. 6" 24" 11:I W ti :1 N i� tr 1 PIPE ARCH DIMEN. SPAN RISE G.A. A 1'f DIMENSIONS B HL W MAX. 1.51 2t I SLOPE (APP.) BODY 18 11 16 7 9 6 1 19 1301 2.5 1 PC. 22 13 16 7 10 6 23 1361 2.5 1 PC. 25 16 16 8 12 6 28 42 2.5 1 PC. 29 18 16 9 14 6 32 48 2.5 1 PC. 36 22 14 10 16 6 39 60 2.5 11 PC. 43 27 1 14 112 18 8 46 75 2.5 11 Pr. PIPE G.A. DIA. DIMENSIONS A I B H L W 1't MAX. 1' 1.51 2t SLOPE (APP.) BODY 16 6 6 61 21 24 2.5 1 PC. 15 16 7 8 61 26 30 2.5 1 PC. 16 8 10 61 31 36 2.5 1 PC. 16 9 12 6 36 42 2.5 1 PC. 16 10 13 6 41 48 2.5 1 PC. 14 12 16 8 51 60 2.5 1 PC. 14 14 19 9 60 72 1 2.5 1 PC. REINFORCED EDGE NOTES: END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM 1 TO ALL APPLICABLE REQUIREMENTS AS SET OUT IN THE INDOT STANDARD SPECIFICATIONS. IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM TOE PLATE 12" C TOC 2" JHJ ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO ANCHOR NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE W+A STANDARD SPECIFICATIONS. MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL END BE TIGHTLY JOINED WITH 3/8" DIA. GALVANIZED RIVETS OR BOLTS. THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE 3: FICC SCOP f GALVANIZED STEEL AND BE REQUIRED ON ALL STEEL PIPE END 4:1 FILL SLOPSECTIONS. IT SHALL BE MATCHED -PUNCHED TO FIT HOLES IN E SKIRT LIP, AND SUPPLIED LOOSE, COMPLETE WITH 3/8" DIA. I 2 1/2 GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE 1/ 1 CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION" WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED A "PIPE END SECTION" COMPARABLE TO COMPUTED LENGTH AND 7ENDECTION 12' + THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE PAY LENGTH OF CULVERT LENGTH (L) IM FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT SIDE 1"R I-8 l PRICE EACH FOR "PIPE END SECTION" COMPLETE IN PLACE AND ACCEPTED PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPECIFICATIONS FOR HOOK BOLT AND NUT 21/4'S„ HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A-307. THREADS SHALL BE AMERICAN STANDARD COARSE THREAD SERIES, CLASS II FREE FIT, BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157. CUT- 21/2' THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND. WASHER oY NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED TO MEET 1A.S.T.M. SPECIFICATION A-153. NUT THREADS SHALL BE AMERICAN STANDARD � 1 R=9/163/16' COARSE THREAD SERIES (1/64 MAXIMUM OVERSIZE), CLEANED AFTER GALVANIZ- ING TO PROVIDE A FREE RUNNING FIT ON THE CLASS II BOLT. NUTS SHALL BE 13/16' 1 1/4" ACROSS FLATS, 13/16" THICK, CURVE CROWNED TO APPROX. 1" RADIUS. � 3/4" Jb BAR � METAL END SECTION I---- ,a 3' TOP SOILS \�1�' I "R T SLOPE1_ a" PER F007 BACKFILL — III— „ 11=III ill: II1211 III- _;. -o-0 0 0 0 D o o �— opo •—o 0 o Oo' o o' o o'0 - c SUBGRADE AGGREGATE . o °p °'0 o �o . o'0 • o'o • o °o DEPTH VARIES O 0. 0 00 0 00 • O 00 • o° o • o 6' NOTES: Expansion pints are requlrea at Storm imets. Contraction joints should be nstalled at 10' spounas. Spacing shall be 5on curve radii. Contraction pints shall be tooled or sawn in continuously poured curbs to o depth of 1/2" min. TYPICAL COMBINED CURB & GUTTER WITH REVERSED SLOPE GUTTER NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: RECOMENDED , �.. �� ,�_S 93 STANDARD PLAN HAMILTON COUNTY ENGINEER DATE APPROVED HAMILTON CDNrY DIRECTOR EM TE CONTRACTOR SHALL EXCAVATE AREAS WHERE RIP -RAP HAS BEEN SPECIFIED S❑ THAT THE OUTER SURFACE OF THE RIP -RAP EQUALS FINISH GRADE & DOES NOT IMPEDE THE PROPOSED STORM WATER FLOW. I U yo -.0 R,C,P, STORM SEWERX00 O0 0 Oo 0 Oo 0 0 DODO00O0OO0 O0O0l\00O 0DD 0OO �0� 0O0 X00r0O0O0 o AZOO00 NOTE: 211 SLOPE SHALL ONLY BE USED WITHIN z. T THE SODDED AREAS AS SHOWN, TRANSITION TO ` TYPICAL 511 SLOPE WITHIN NEXT FIVE (5) FEET, „ 12 MIN. NOTCH RIP -RAP INT❑ LSLOPE AS SHOWN FIBER BLANKET OVER (POLYFELT SECTION "X" -"X" TOP & SIDES) NOT -TO -SCALE (NO SCALE) Cal 1 1111111 23" 1 1/4" " � I 1�2" — 20" 5 1/4" 2 1/210 LU NOTE: 23„ —� ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND 33" HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16 - ON -CENTER. DITCH GRATE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NOT–TO–SCALE 3' - 0" -oll RIP -RAP DETAIL NOT–TO–SCALE 2'-0" 5'-0" 5)-0" 0 N U) Q z >_ I - LLJ >00 Y Q Of F— U Z Q M 0 X Z Q Q LL J Q 0 I rn 00 m mt,- I DO N II < Z rn rn U W w VU) 0� 00 Z O .�` STOEPp '�. Z � LO I W C� cn (n00 0' 0 a Z OU Z z o STATE OF Q- , 4AIDIANP o\ NAL 0 LTJ ' LI_ LIJ U 1 1111111 23" 1 1/4" " � I 1�2" — 20" 5 1/4" 2 1/210 LU NOTE: 23„ —� ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND 33" HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16 - ON -CENTER. DITCH GRATE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NOT–TO–SCALE 3' - 0" -oll RIP -RAP DETAIL NOT–TO–SCALE 2'-0" 5'-0" 5)-0" 0 N U) Q z >_ I - LLJ >00 0 ' Q Of F— U Z V) M 0 X Z Q Q LL J I rn V) ly Ld I DO N II Ld Z O O C' 00 Z LL I Z � LO I J C� cn (n00 0' 0 a Z OU Z z Z 0 0 U 0 Dfoo' Z 0 Z = O U U — ry M—I w Q U SHEET NO. 20 OF 21 SHEETS " NO.29648 z Q 0 Z V) Z 0 ' Q F— U W rw^ v ' Z 0 0 U 0 Dfoo' Z 0 Z = O U U — ry M—I w Q U SHEET NO. 20 OF 21 SHEETS " NO.29648 m D U CID rn rn t` CQ m 0i rn U CD 0 3- C:) O J 0 un coQ CT) CV 2' RO A-� SIDEWA K PLACE EXPANSION JOINT AT BACK OF CURB LINE B B OR AT SIDEWALK LINE C L 2' ROLL CURB MAX. RAMP SLOPE 1 "/FT. A CLASS "A" CONC. RAMP PLAN VIEW PAVEMENT SIDEWALK VAR. VAR. '�:•. WITH OF RAMP 4" SIDEWALK 1 4' MIN SECTION A -A CONTRACTION JOINT (TYP.) SECTION B -B SECTION C -C TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. 4.5" 0 i� 00 � TOPSOIL `- LOW POINT o 0 : A Q� , d 3n b a COMPACTED BACKFIL 0o 2.5 53 0°00000 000 00000000D 2.5"COMPACTED 0° o�08 ° #53 STONE 24" COMPACTED SUBGRADE CONCRETE ROLL CURB & GUTTER (TYPE 1) NOT -TO -SCALE BACK OF CURB (� 1 -0' R/W 4'-0" MIN. I i TOP SOIL 4."• ' % ` :•.' • T SOIL HawMIN. 4" MIN. 4' • * BACKFILL I PREPARED SUBGRADE PROPERTY UNE TYPICAL SIDEWALK SECTION NOT -TO -SCALE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REWIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. z . I N z6'-0" BETWEEN TRANSVERSE z N JOINTS 48'-0" BETWEEN EXPANSION JOINTS (MAX.) MIN. CONCRETE SIDEWALK NOT -TO -SCALE 1'-011 1 4'-00) 5-011 ..' - . a • a .. SIDEWALK 4" THICK A4" T" ALGRANULAR TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT-OF-WAY. 2'—O" f4A NE BASE TO END UNDER CURB 50' R/W 30'-0" SLOPE: 1/4* / FT. 4 �X\�/X COMPACTED SUBGRADE TYPICAL STREET CROSS-SECTION NOT -TO -SCALE 60' R/W 13'- 0" SLOPE'1/4_,/ F7 2' -Opp 5'-0" SIDEWALK 4" ITHICK SLOPE 1/4" FT. • C r MIN. 3" TOPSOIL ROLL CURB do GUTTER 4" MIN. GRANULAR TYPE I MATERIAL Tl c.r r m U) Z 0 U) 5 w 4'-0" i a: Y Q Q 0 00 aa�unnu�w CTI STOEPp'%,� m m m !tiw \ 0 Y ED < Z < CA JPO G1�STEq F U W y Z 0 0 ;j' ° No. s o 19358 -o STATE OF � SS�ONAL EN oo�• DO rn 0) 0 0 w w U RESIDENTIAL STREETS ONLY VARIABLE 26'-0' TO 38'-0' FROM CURB TO CURB I 2'-0' 10' MIN. 1 2'-O' 2'x8' WOOD RALS �. Q. e• S.H.C. SIGN XR-1 a ROAD WHITE CLOSED 4'x4' WOW POST REFLECTIVE SHEEmG ORANGE • r REFLECnw SHEETING 4"x4' WOOD POST 2'x4' WOOD BRACES 11 (2 PER N SANDBAGS (� POST) WOOD POST 1{4' 0 7HRU BOLTS 8 LARGE IMTH - 2'x8' WOOD 10 SHOULDER, TOPSOIL, SEED OR SOD, AS REQUIRED TO MATCH EXISTING TYPICAL STREET CROSS-SECTION NOT -TO -SCALE LIMITS OF FULL DEPTH [GRANULAR BACKFILL i Z SIDEWALK, TOPSOIL, SEED OR SOD, AS REQUIRED TO 3 MATCH EXISTING o: rc1 I • .. SHOULDER SECTION CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED MTH GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT -OF . WAY. MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 1985, SECTION 28-328 3" TOPSOIL, SEED OR SOD AS REQUIRED TO MATCH EXISTING PAVEMENT SURFACE EXISTING GRADE COMPACTED EARTH BACKFILL (< USING MECHANICAL COMPACTION I 1 EQUIPMENT �1r STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE 1" H.A.C. SURFACE #11 OR #12 '\\\RNME'�� 3" H.A.C. BINDER #9 5" COMPACTED STONE BASE #53 4" COMPACTED STONE SUB -BASE #2 ,/XVI�ZI�VA%IIAI / COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT -TO -SCALE — 100' TOP OF CURB PAVEMENT BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS VTRANSVERSE CONTRACTION JOINTS ***** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL (n L-J:f 0 GENERAL NOTES Q Z Q 0 Z 10 ALL WOOD POST AND SUPPORT MEMBERS © REFER TO SECTION 800 OF THE INDIANA SHALL BE PAINTED " TWO (2) COATS STATE HIGHWAY COMMISSIONS STANDARD (n OF WHITE PAINT. SPECIFICATIONS AND LATEST ADDITION OF ® LOCATION OF BARRICADE AS PER PLANS DUANALMANUALUNIFORM TRAFFIC Q • REFLECTIVE SHEETING TO BE IN ACCORDANCE S Q HATH I.S.H.C. STANDARD SPECIFICATION 912.10. Q *IEN THE PROPOSED EXTENSION OF THE 04 a SEE I.S.H.C. STANDARD DETOUR SKIS SHT. 3 STREET IS TO BE a) LESS THAN TWO (2) t\ YEARS USE THE SANDBAGS ON POSTS I rn b) GREATER THAN TWO (2) YEARS USE THE GROUND POSTS. � W STANDARD BARRICADE DETAIL 10 SHOULDER, TOPSOIL, SEED OR SOD, AS REQUIRED TO MATCH EXISTING TYPICAL STREET CROSS-SECTION NOT -TO -SCALE LIMITS OF FULL DEPTH [GRANULAR BACKFILL i Z SIDEWALK, TOPSOIL, SEED OR SOD, AS REQUIRED TO 3 MATCH EXISTING o: rc1 I • .. SHOULDER SECTION CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED MTH GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT -OF . WAY. MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 1985, SECTION 28-328 3" TOPSOIL, SEED OR SOD AS REQUIRED TO MATCH EXISTING PAVEMENT SURFACE EXISTING GRADE COMPACTED EARTH BACKFILL (< USING MECHANICAL COMPACTION I 1 EQUIPMENT �1r STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE 1" H.A.C. SURFACE #11 OR #12 '\\\RNME'�� 3" H.A.C. BINDER #9 5" COMPACTED STONE BASE #53 4" COMPACTED STONE SUB -BASE #2 ,/XVI�ZI�VA%IIAI / COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT -TO -SCALE — 100' TOP OF CURB PAVEMENT BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS VTRANSVERSE CONTRACTION JOINTS ***** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL (n L-J:f 0 N Q Z Q 0 Z W > rn .4- 00 z 0 _j (n �-- U c X z Q Q J t\ I rn � W I m r- W I Z_ o O 00 W I o In Z J p� m J v, 00 0 Z O Q a z Z V) 0 0 0 U 0 D V) n� O V Z = O U ch U J M 1 � � W U SHEET NO. 21 OF 21 SHEETS JOB "0'29648 Ll Z Q r) r Z V z 0 _j �-- U W �VLiJ ) Z V) 0 0 0 U 0 D V) n� O V Z = O U ch U J M 1 � � W U SHEET NO. 21 OF 21 SHEETS JOB "0'29648 Ll