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05080014 Secondary Plat and Civil Construction Plans no date stamp
OWNER /SUBDMDER ESTRIDGE DEVELOPMENT CO., INC. 1041 WEST MAIN STREET CARMEL., IN DM 46032 (317) 582 -2456 SURVEYOR THE SCHNIEDER CORPORATION 89010TIS AVENUE SC.r fNDIANAPOLIS, K 46216 07) 826 -7100 d- \ W W d- I \ z • - 00 � t✓ z I W N Z J Z O � t= � (w G HAIL THIS INSTRUMENT WAS PREPARED BY I LEGEND EDWARD D GJACOLETTI REGISTERED LAND SURVEYOR - INDIANA #S0560 O - INDICATES STREET CENTERLINE THE SCHNEIDER CORPORATION MONUMENTATION - SEE NOTE SHEET 1 HISTORIC FORT HARRISON ® - INDICATES CONCRETE MONUMENT - SEE SECTION 1 8901 OTIS AVENUE NOTE SHEET 1 INDIANAPOLIS, INDIANA 46216 -1037 SECONDARY PLAT TELEPHONE (317) 826 -7100 - INDICATES EXIST. 5/8• REBAR A • PART OF THE N.W.1/4 OF THE N.E. 1 /4 OF SECTION 21 -T18N -R4E HAMILTON COUNTY, INDIANA FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 5 N.W. CORNER N.W.1 /4 N.E.1 /4 SECTION 21 -T18N -R4E v L=83.83' 18'50' 10" PRIMARY PLAT DOCKET # 05020028PP SECONDARY PLAT DOCKET # 05080014SP U.JV N00'17'01 "E 15' DU &SE 15' NON- ACCESS EASEMENT 34.44' FOR CONTINUATION SEE SHEET (ASSUMED NORTH) SCALE: f= 60' 30 0 25 50 .,, DATE OF SUBMISSION: 08/01/05 SOURCE OF TITLE WARRANTY DEED, INSTR# _ S89'43'00 "E W /YELLOW CAP STI PED FIRM #0001 D.U.&S.E. -- DRAINAGE UTILITY AND SEA EASEMENT B.L. - BUILDING LINE S.F. - SQUARE FOOTAGE 1100 R/W - RIGHT -OF -WAY -i (NR) - NON - RADIAL C.A. - COMMON AREA N.A.E. - N94 AC(ZSS EASEMENT "25' DRAINAGE EASEMENT �15 DU &SE LANDSCAPE AND COMMON AREA nn)t A ,r r. rr „ntT 20' BL NOTE cC,709 S.F. S89'42'59 "E 1018.25' IF - w w r w ill.l 0 F- 0 C) cc 0 U- ,Q SUBDIVISION ?MONUMENTS ARE REQUIRED PER TITLE 865 (STATE BOARD OF REGISTRATION FOR / LAND SURVEYORS) IAC 1- 12 -18. i / STREET CENTERLINE MONUMENTS SHALL BE 5/8" DIAL. BRASS, IRON OR STEEL PIN W/ 1 1/2" DIA. CAP STAMPED "SCHNEIDER FIRM NO. 0001 ". j m SUBDIVISION BOUNDARY MONUMENTS SHALL BE 4 "X4 "X36" CONCRETE MONUMENTS WITH IRON ° o OR COPPER DOWEL SET FLUSH WITH TOP OF MIONUMENT, SCORED ON TOP '�JITN A CROSS. N7 O N � N LOT CORNER MONUMENTS SHALL BE 5/8" X 36" METAL ROD W /CAP STAMPED "SCHNEIDER ENG FIRM #0001 ". UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCE, THE INSTALLATION OF AFOREMENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF THE PLAT PER STANDARDS AS SET FORTH IN TITLE_ 865 IAC 1 -12 -18 SUBSECTION (b)(1)(2). SHEET 1 Or 5 JOB # 5075.001 09/15/05 K: \5K. \!DU / 5 \UUI \UWUG S \001 e S CURVE DATA TABLE LCtiG i H -_� hAI�iUS CHORD CHORD BRG DELTA _._R _ - 52.02' 125.00' 51.64' Iv23'17'58"E 23'50'36" c� -2 - -- X1.39 ! i 50.00 89.99 N17'45'57"E 34'54 37 -� 454.00' 205.00' 366.74' S28'i3'23 "E 126'53'18" _C -4 _509.36' 1 230.00' 411.47' S28 °13'23 "E 126 °53'18" 56.73' 25'5.00' 456.19' S28'1 3'23"E 126 °53'18„ 439.82' 140.00'i 280.00' S00'18'39 "ill 180 °00'00)' 2'53.27' 165.00' I 229.13' S45 °42'57 "E 87'5647" C -8 { 25 �.F 6 1 190.00' 232.87' S 5 1 °53'43 "E 75'35'15" 265.101 I� -1011 95.16' 165.00 � 190.00' 237.49' i 94.17' S44 °17'03 "W S24 °59'40 "W 92 °03'13" 28 °41'51„ C111 91.32' olo 90.44' S76'32'31 "W 27'3217" _ C -12 )8.04'1 _19,.00' 128.00' i 57.54' S12 °4047 "E 25 °58'45" ° 150.0,)' 115.55'1 S22 °20'46 "E 45 °1544" -- v -' 95.56' 172.00' 94.33', S15 °3 6'22 E „ 31 °49 54 C -15 i 439.82' _ 1 140.001 280.00' N00 °18'39 "E 180 °00'00" - -__ I C -16 5 i 8.35' 165.100' 330.00' N00'1 8'39 "E 180 °00'00" IT— , 8' - '18 338.42' N '7 °21'50 "E 125'53'38" r, -.8 9 8'. 30' I 190.00' 97.21' N74'52'05 "W 29 °38'33" C_191 35. 56, I� 128.00' N08'1 6'07 "E 15 °55'07" C -20 102.80' I 1 r nn.00' _35.45' i 100.80' N19'56'31 "E 39 °15'54 >' r. 8 2 ' I 172.,0' 82.12'1 27 °37'22" C-22-1- 79.2F)' 578.00' 39.25' _N14'07'1-)"E N01'38'10 "W 3 °53'29" _ _ -2J' 109.68' ' � 600.00' 109.53' N04 °55'39 "'oV '57'39"W 10 °28'26" U__ Z_ I ,r9 .Z" 22.00' 49.28' N01 4'32'25" C 37.02 , 125.00 30.88 N08 4740 r 16 °58'01" - WIz LI al C_ -�_ 44 0.00' 44.26' N08'47'40 "5 16'58'01" C-27 it 51.8 175.0' 51.63' N08 °47'40 - 16 °58'01" unMLVVUV rim" %_fl"% .L_L_ R: \5K \5075 \001 \DWGS \001 BS 100.00 89.99' 10.02' 20' DU &SE 20' BL I 20' OU &SE 20' BL ` 1 45 44 _ � 14,000 S.F. I �: I 13,999 S.F. v 0 od I) C5 Lo I olo °10 co °Icn ° CD I tCD I� l - - 10' DU &SE - - -f DU &SE N89'41'21 "W _ - - _ _ -10' N89 °41'21 "W ``' 100.00' 100.00' I� tCD - _ -10' DU &SE - -� �-- - - -� -- _ 10' [ I WIz LI al c:6I of w to v 6 40 oM �lo o o °I^ 41 iz co i 14,000 S.F. �) 1 13,999 S.F. o 0 � 20' BL -J 20' DU &SE I 1 20' BL 20 DU,0E _ 100.00' 89.99' 10,021--.-- R: \5K \5075 \001 \DWGS \001 BS OWNER /SUBDMDER ESTRIDCE DEVELOPMQQi CO, INC. 1041 WEST MAN S7FiE'E7 CARMEI, MDIANA 46032 (317) 582-2456 SURVEYOR THE scHNIEDER GORPoeanori earn ons avENUr= woiaNnPOUS, k asps SChrgik6r (an) 82e -7100 �i (ASSUMED NORTH) SCALE: 1"= 60' 30 0 25 50 100 GRANDIN HALL SECTION 1 SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1 /4 OF SECTION 21— T18N —R4E HAMILTON COUNTY, INDIANA FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 5 FOR CONTINUATION SEE SHEET 1 ,-* gyp. pG ` 38 16,288 S.F. ,v \ C \ 1 � Q FLOOD STATEMENT THIS SITE IS DESIGNATED AS FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN, AS SHOWN, BY SCALE, ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURACE RATE MAP FOR HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS, PANEL 227 OF 290, MAP NUMBER 18057CO227F, EFFECTIVE DATE: FEBRUARY 19, 2003. ,20 , DU 85.89 22 B &sue 3.33' 37 THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETPI REGISTERED LAND SURVEYOR - INDIANA JS0560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA. 46215 -1037 TELEPHONE (317) 826 -7100 i PrpNin 0 - INDICATES STREET CENTERUNE MONUMENTATION - SEE NOTE SHEET 1 ® - LNDICATCS CONCRETE MONUMENT - SEE NOTE SHEET 1 0 - INDICATES EAST. 5/8' REBAR W /YELLOW CAP STAMPED 'FIRM #0001' D.U.&S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT -OF -WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT FOR CONTINUATION SEE SHEET 1 to 1� ico COMMON AREA 106) 387 S.F. ,nw i� cn �CD W � cn 0 l � 0 Cc 20' BL _ J� — 20' DU &SE 270.00' GRANDIN HALL CIRCLE . , „1 N89 41 21 'N _ 4 r -9.99 0 138.33' 6 I 90.00 � - � q ' `� � off, `lo' �`ti 8., . � 8 20' DU &SE X20' BL 17279 S.F. , 3�: i �� cnlo �2I 61 O w CD I Q ICD 36 15,040 S.F. m 0'r NERISUMMDER 50.00' R/W_ ��20' DU &S 20' BL F_ 3a o c AMA , INCIW 1" 46=2 < E 1 46th St �,.� w � 14,x95 S.F. w Id _ > t ' 011S AVEENUE 0 � o _ n N cc INN ANARaJf3, IN. 46216 o o e I CD . e■ o N T- 0 � f r- m 0 ® O 10 DU &SE _ _ _ L _I_ ^ _ 10 DU8cSE �� _ � o I _ _ _ _ 10 DU &SI 95.01' N89 41 21 W 109.68' _ U N 8 9 041'21 " W 95.01 o N 110.00'_ _ _ O c__A 10.00' S89 °41'21 "E 10' DU &SE- -� 0 140.00' u- FOR CONTINUATION SEE SHEET 4 SHEET 3 OF 5 JOB # 5075.001 09/16/05 w X_ w cri 0 1=- 0 U 0 U- W'- 2 CN 00 C) i 2 SECTION 1 SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1/4 OF SECTION 21— T18N —R4E HAMILTON COUNTY, INDIANA I 0'r NERISUMMDER ES DOE DEL ,RENT CO., INC. I -a SITE 4ri41 NEST MAIN blREET c AMA , INCIW 1" 46=2 (3 71) 582-24,56 E 1 46th St 1-JR V E7 0R I rE SCENEi R CO€►I aT0N w " yLCsi 011S AVEENUE INN ANARaJf3, IN. 46216 826 -703 w X_ w cri 0 1=- 0 U 0 U- W'- 2 CN 00 C) i 2 SECTION 1 SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1/4 OF SECTION 21— T18N —R4E HAMILTON COUNTY, INDIANA I E 156th St��� I I I -a SITE _l N I E 1 46th St � 1 r GrQ KEY MAP FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 5 �I (ASSUMED NORTH) SCALE: 1"= 60' 30 0 25 50 100 FOR CONTINUATION SEE SHEET 2 N89'41'21 "W 777.87' THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR - INDIANA ISO560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 LEGEND 0 - INDICATES STREET CENTERLINE MONUMENTATION - SEE NOTE SHEET 1 ® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1 © - INDICATES EXIST. 5/8' REBAR W/YELLOW CAP STAMPED 'FIRM J0001' D.U.&S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT- OF-WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT �oS' CV d- O O SHEET 4 OF 5 JOB ¢# 5075.001 07/27/05 K: \5K \5U /5 \UUI \UWUi 3 \UU1bJ MAJER /SUBD MDER ES lid D513. NT CA, NO. 1041 WEST WkIN S�T��f� CAME, N% YM 466032 (371) 582 -24156 uLJR& I OR TEE SCHNEIDER CORPORAMN _- 8901 OTdS AVENUE • LNDlANAPOL 8, N. 46216 (37) 826 -7100 SURVEYOR'S CERTIFICATE LAND DESCRIPTION SECTION 1 SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1/4 OF SECTION 21- T18N -R4E HAMILTON COUNTY, INDIANA Port of the Northwest Quarter of the Nort;least Quarter of Section 21, Township 18 North, Range 4 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest corner of said Northwest Quarter; thence South 00 degrees 03 minutes 41 seconds West along the West line of said Northwest Quarter a distance of 49.22 feet to the Point of Beginning, being the Southwest corner of the Right— of —Wov of 146th Street described in Instrument No. 200000009024 in the Office of the Recorded of Hamilton County, Indiana; thence South 89 degrees 42 minutes 59 seconds East along the South line of said Right —of —Way a distance of 272.25 feet; thence South 00 degrees 03 minutes 31 seconds West along the West line of the Right —of --Way of 146th Street described in Instrument No. 199909958408 a distance of 3.28 feet; thence South 89 degrees 43 minutes 00 seconds East along said Right —of —Way a distance of 802.54 feel; thence South 84 degrees 00 minutes 22 seconds East along said Right —of —Way a distance of 65.94 feet; thence Norti, 87 degrees 00 minutes 58 seconds East along said Right —of -Way a distance of 201.52 feet to the East line of said Northwest. Quarter; thence South 00 degrees 03 minutes 42. seconds West along said East line a distance of 1273.89 feet to the South line of said Northwest Quarter; thence North 89 degrees 41 minutes 19 seconds West along said South line a distance of 777.87 feet; thence North 00 degrees 18 minutes 39 seconds East a distance of 182.00 feet; thence South 89 degrees 41 minutes 21 sG cords East a distance of 2.02 feet; thence North 00 degrees 18 minutes 39 seconds East a distance of 138.00 feet; thence North 89 degrees 41 minutes 21 seconds West a distance of 95.01 feet; thence North 58 degrees 31 minutes 15 seconds West a distance of 109.31 feet; thence North 44 degrees 35 minutes 51 seconds West a distance of 186.65 feet; thence South 81 degrees 48 minutes 26 seconds West a distance of 38.17 feet; thence North 08 degrees 10 minutes 10 seconds West a distance of 130.94 feet to a curve having a radius of 255.00 feet, the radius point of which bears North 21 degrees 47 minutes 15 seconds East; thence Northwesterly along said curve an orc distance of 83.83 feet to a point which bears South 40 degrees 37 minutes 25 secorids West from the radius point; thence South 46 degrees 09 minutes 20 seconds West a distance of 169.10 feet to the West line of said Northwest Quarter; thence North 00 degrees 03 minutes 41 seconds East along said West line a distance of 716.04 feet to the Point of Beginning, containing 32.882 acres, more or less. This subdivision consists of 45 lots numbered 1 through 45 and Common Areas "A" through "F" together with streets and easements as shown hereon. The ;size of Lots and Common Arecs and widths of streets and easements are shown in figures denoting feet and decimal parts thereof. Cross— reference is hereby made to survey plat recorded as instrument number of Hamilton County, Indiana. in the office of the recorder I, the undersigned, hereby certify that 1 am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of survey revealed by the cross — referenced survey on any lines that are common with the new subdivision. I further certify that the said subdivision was platted under my direct supervision and control cnd is true and correct to the best of my knowledge and belief: Witness my signature this —day of Edward D. Giacoletti Registered Land Surveyor Indiana — #S0560 STA_5E OF INDIANA ) :SS COUN T f 0'? � ) BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED EDWARD D. GIACOLETTI AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMIENT AS HIS VOLUNTARY ACT AND DEED FOR THE PURPOSE EXPRESSED HEREIN, WITNESS MY HAND AND SEAL THIS DAY OF NOTARY PUBLIC MY COMMISSION EXPIRES: (NOTARY NAME — PRINTED) COUNTY OF RESIDENCE OWNER'S CERTIFICATE THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR — INDIANA IS0560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 This subdivision shall be known and designated as Grandin Hall Section 1 an addition in Hamilton County, Indiana. All streets shown on this Plat and not heretofore dedicated are hereby dedicated to the public. The real estate described within this plat is hereby platted, subdivided and made subject to these plat, covenants, conditions and restrictions and is further subject to the terms, definitions and conditions of a certain declaration of covenants, conditions and restrictions recorded as Instrument Number dated in the Office of the Recorder of Hamilton County, Indiana. Witness our hands this day of Estridge Development Company, Inc. B y. Michael J. Keller, Vice President STATE OF INDIANA ) SS: COUNTY OF Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, Vice President of the Grantor and Manager of the Access Entity, who acknowledges the execution of the foregoing instrument and consent on behalf of such entity and by its authority for the purposes set forth therein. Witness my hand and Notarial Seal this day of Notary Public Printed Name: My Commission expires: My County of residence: COMMISSION CERTIFICATE: Under authority provided Indiana Code 36 -7 -4 -710, and ordinances adopted by the Common Council of the City of Carmel, Indiana, this plat was given approval by the City of Carmel as follows: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel /Clay Plan Commission's Rules of Procedure on Rv Michael P. Hollibough, Director Department of Community Services Carmel, Indiana 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 2005. James Brainard, Mayor Mary Ann Burke, Member Lori Watson, Member Diana Cordroy, Clerk /Treasurer SHEET 5 OF 5 JOB # 5075.001 07/27/05 K: \Jr\ \DU / J \UU I 'W \UU 100 0ve NOBLESVILLI SR ZONING (RESIDENTIAL) S -1�_ ZONING (RESIDENTI AREA AP SCALE: 111==500' MAL 146TH STREET SOIL SCALE: 1" =500' E; R=f MO_ QP SCALE., i° =200' 3 .E - SEC. 21- T18N -R4E - 7 f7l VIII ■ ' �:/ ED-- CAR EL, I D A A P> ST' IDG DE` t�F' C�7 Y, f REVISIONS: DATE-�j BY: DESCRIP11ON: 09/16/051 PRC I ALL SHEETS EXCEPT: C803 -C805, L104, L202 & L203. PROJE-CT EN &VEER: JCC 1041 W. MAIN sr. CARMEL, INDIANA 46032 13171 582 -2456 Sc nei • er Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317 -826 -7100 GIS * LIS 317 - 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Tran portation Engineering CERTIFIED BY: J. CORT CROS P.E. E —MAIL ADDRESS: ccrosby @schneidercorp.com CHECKED BY: ,JCC DATE CHECKED: 08/01/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2005, The Schneider Corporation CRo •,,% No. 920350 STATE OF s � %,S70NAt_ DATE: 09/16/05 JOB No. (5075.001) SHEET (Cla(a OF 36 FILE NAME: R: \5K \5075 \001 \DWGS\Cl 00 INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 1 C102 DEVELOPMENT PLAN C103, C104 STORM WATER POLLUTION PREVENTION PLAN C201 —C204 STREET PLAN C301 ENTRANCE PLAN & MAINTENANCE OF TRAFFIC PLAN C302 INTERSECTION & CUL —DE —SAC DETAILS C303 TRAFFIC CONTROL PLAN C401 —C403 SANITARY SEWER PLAN C601 —C605 STORM SEWER PLAN C701, C702 WATER DISTRIBUTION PLAN C703 WATER DISTRIBUTION DETAILS C8012 C802 GENERAL DETAILS C8039 C804 STORMWATER POLLUTION PREVENTION DETAILS C805 OFFSITE GRADING DETAIL C901 SPECIFICATIONS L101, L102 PERIMETER LANDSCAPE PLAN L103 PRIMARY ENTRY LANDSCAPE PLAN L104 COMMON AREA "E" LANDSCAPE PLAN L201 WALL PLAN L2022 L203 WALL DETAILS Sc nei • er Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317 -826 -7100 GIS * LIS 317 - 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Tran portation Engineering CERTIFIED BY: J. CORT CROS P.E. E —MAIL ADDRESS: ccrosby @schneidercorp.com CHECKED BY: ,JCC DATE CHECKED: 08/01/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2005, The Schneider Corporation CRo •,,% No. 920350 STATE OF s � %,S70NAt_ DATE: 09/16/05 JOB No. (5075.001) SHEET (Cla(a OF 36 FILE NAME: R: \5K \5075 \001 \DWGS\Cl 00 CURD INLET CURB` I IN L E 1 STORt,i'l SEV CURB INI E T(-'.' ELEV-809. CHURCH* . . . . . . . . . . . . X [LEV-8112.21'- [I-EV---795-83 11� A V-- . . . . . . . . . . . . . KINGSLEY 1 RCP 1.04 (S), . . . . . . . ENTRANCE 15" RCP INV=806.50 (N) ENTRANCE 15" RCP INV 806.95 S' . . . . . . . . �-j I' . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . I. . . . . . . . . . . . . . . . . . . . . . I REMOVE. 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V. . . . . . . . . . . . . . . V A"M '795'55 7 ELL -V . . . . REPLACESTORM- LL- 15 RC (N&S' f-) P 1� 5(D . . . . . . . Lr) . . .. . . . . . . 00 . . . . . . I . . . . C C L: . . . . . . . . . . . . . . . . . . . E OF V' RCP 9 1.70% . . . . . . . . . . . . . r -IN TO* BE'REMOV 'D 'CAST NG. WITH. R �405 R Elf. I Fix 7 e U -79 797.55 197-20 .8 '2 95 T 79 -�7 9 7. 9b t EFARM V1 )5. 36 19b.0 I '7 797.0 -8 C7 9 8=8 7� P\ CP 1 V 8 07, E c, 1j, -2 -797.45 7 x 7, 01� 6 00.1 TC EH L -7 -7q . . . . . . 79 N -177 _7 r8 12' QF�'12" RCP OUD r 0 '9 5.5 1 A-" M.E. 146.02' 1011 105 803.OT X 7 �J, X 7 Q 7 4 co 8.56' x 794,44 10' ASPHALT PATHI LO R E A V-T EASE 15 15' U&SE M FASEMENT -25' DRAINAGE EASEMEN , F191A) ,�DU&(�E DU&SE -ACCESS EASEMENT 10' PHALT PATH 799.3 -- - / , 7j 1U A� A CtISS 7 co . , I I PHALT PATH 15' NON- C� 7T -ACCESS EASEMENI NON 7SS. A 'PSC CD DU & ON 801.0 =VSF- r) h I ISIG 7QQ L 1018, 1-800.6 S 10, - .25' Non- 0 0 0 A -7 0 0 a -40 low Non AW 9.4 2 1 �7 71".34 1% MIN. 1 00. 3, 10' DU&SE 1% MIN. H.PT799TT' 10' DU&SE 1.10% 10 DU66E % 1.00% MIN. 798. 168 X X 4- 8 I00 W C �4 C) C\ Ll + L LLjcall CD1 00 M D--N,AR-EA CD 00 j 02#9 2 00 00 79'�t7q FIE-803 "F. F. E. 8 0 2.'9 6 12 -7 F.F.E.=8 19 F.F.E.=803.2 C1\j CIO F.F.E.=802.9 (NO /PAD,), ;(N 0 P AID)" AN RSGARE- AND-- (NO PA i 4. 7- �4 (NO PAD) D) IGNAGE EASEME (NO PAD) Ln L.Lj F.F.E.=802111 4 Ld > DU&SE CTJ r 7 (NO PAD) InL LL-1 A:) N , e', N% 0 Ij 0. Tl C14 C71 x 7 4 T- r-_ a -7 9 (D LL- X tCZ;I LLJ OF ().b C.0 C-4 14 f 9. 0-1 1 C\t 50, + F. F. E. 801.2 Ir CL X C, t.1 -i, (NO PAD) �802.4 -r 0 CO, C\j I ;o F. F. E. 8 0 L31 F#,Fo E* 18 0 NG-- PAD-) r) F.F.E.=802.'2 F.F.E.-802,7 8 0 -1.1Ln 41 7n (NO.'PAD) r,�D CD X X CD rri RAD) P AD) + --2-"7 RCP 0. 5%-\ 68' OF 24" RCP @ 0.20% -OF -71 P @ 0. 7 5 7o 4F.E.=802.0 -cD F '60' 10' DU&SE Cn 1.00% PVC @ 0.45% Lr) CC C', I !`�- I M i N. 153 I SE v 6 10 )U& (NO PAD) 10' DU&SE 1-1-"U&SE 7 1-4 RCP 0-25cf-" 00% MIN. /797.0 0.35%167. 2' .2 L-1 2 C' 7 11 57.99' .15% 163.2 158' OF 15" RCP/, bow%" IL :19 7. 5 H. P. U. U I -'l.GO% MIN. 18.00 00% MIN' 2.00% RCP @ 162� 98, 83' OF 8" PVC @ 0,457c 796.4 10' DU&SE LZR -11 112.60 1:j r '9, F7 3 797.3 OF 12 1b4 r 10' DU&SE 110' DSE CIO Lmpt :Z co 1 6: 17 306' OF 8" PVC @ 0.45%- 10' DU&SE" 7- 71 F 800.1 f 171 10' DU&SE cr) Cd Cn CD 9 9=5 797.3 r) 3 (n .f�rY' OF 15" RCP @ 0.33% + 143-61 --j 1 7 C:> (D X Cd X 7 06.19 70 6U&§E 00 LLJ I In cr) F.F.E.=800,4 U) I t�z C6 =1 cc co -00 CD C14 -61 , CL M CM/ LLJ C) (NO PAD) CN 00 ZD 00 + Cn __j Ln, L C-4 M Cn C) CD Uj LLJ L.Li LLJ r-7 -,: I- M 8 3: 15 C�D LLJ M 16 1 ql,� 'U bo M 2 9 1) iL.0 r - r--� -j CD -C:) M =) CN I,/ M CD -7 r �T- E 301.0 F.F.E.=801.1 801.5 F. F:E,�= 7 9/9" 9 I 1.1i F,r F.F.E = F. F. E, 8 01-1:--8 CD C%4 8 1 , I f FFL=800.5 91 1 C14 C14 (NO PAD) 12 L� I U)70 40 (NO PAD) ICD CO 15 >,< 0124- / qO PAD) 1 -4 .0 (NO (N&R AD) ILL' (NO PA (NO PAD) ) 00 -�o X C:) X 812.73 1 X 0 2 LO cc o� Cd CT) cn X '0 !EC' ' ri.- 45501 c) (5 G AGE EA'Liv Lr) 4 81 or 811 P VC 0 0. 45%7� 44' �/W 212' OF 8" PVC 0 0. CLc.4 LLI co 00 �T 799 37 .9 -ZU OL 20' 8L f:120' BL PVC 0 0 Existing Storm Sewer DU&SE 2 6' 03 2 0' DIU& (Z E 20' DU&SE CD -F 798.9 179C 21 IF) CC S 59 -F7 �98 479971 �799.3 4;n r --- 77 11/799.71 1 , L, -,�, 10. -9,0.00 UU 10.0�] New Storm Sewer F, F. Es 5 1 It -.�, � -0 -- I LO 2 CC) C) 0 0�\3 1 , M 4- C6 CL 4M j 4 �5 M x -709.21 r 801.8E '(N 0 Existing Sanitary Sewer P A PT Pojo �! e,1-8+ 00 co 0.88% V It It tPC=17+9',61 +00 16+0 15+61.61 GRA, N'DIN15+00-1714 CIRCLE 4+00 162 X BDP, New Sanitary Sewer 8 12, 8 2 ("5 13+00 23 8+ -------- I (7-99.0--7) 7� % 798.09 7 9 �88 8 . ......... . 7 Subsurface Drain �9/ - 52 C-7 9:8� ED 01 LINE "C"I X (Z�� F. .8 798.7 - - - - - - - 6 W I_, Ly Yy Ty W C=) X NO PAD) 2'/U.U-" 89.9 X 80 W Water Main 1R5 79 100 9' X M 799.3 30' QF 36 RCP @ 0.11t%--/ C11 189' OF 8" PVC @ 0.45% Existing Contour LLj 800, '6 20' DU&'- 20' DU F 20' DU&,SE 3 181' OF Lz P VC 70 00 Id 20' 0' BL Existing Elevation �4 7' .1 r 801 000 .0 .17 X L0 I -7 0 79 2. 8 coo 0. 0 0� New Pavement Elevations -2.98' 0 F.F.E.=801.4 44 2' C) 1000.001 All Other Finish Elevations F,F.E.=8 .1 F. F. E. 801.3 798 N 0 PAb) it cm- --� SO .00 2 8,4 (000.00) Corrected Elevations I X a 797.6- (NO PA V) Ln (N 0 PAD) X 7 -, . W A Cr X .1 -, :::, < C) Ln -801-111, 8 E) Storm Structure Number X F799.1 7 29 ED Sanitary Structure Number UoLt 0193 ex % Lo 797.1' 7 r CD CD 9.8 X 811.53 (NO PAD -04 Flow Arrow X ky (NO PAD 30 Ufl, 87.50 q.63 C6 / /,,,-RC @ 0)�.) 0 % CD P ftz�� CD I M Meet Existing Elevation 795.31 1 803.5 V UU ip OF 12" X PP' I P v 792.31 Denotes Approximate Home 10' DU&S F.F.E.=000.0 Location and Finished Floor 10.DU�SE 1 0�'D 2.98% 1.00%\MIN. 1% MIN. 79 (NO PAD) go \PK LL , Elevations YON SS ON A E PIT 6.62% +40-76 144 - PVI= 100. 00' N� 1794. r 129.99 1215.,�/ - 1 D+100� 4 r 0 d5 C14 (798. F-: �0 . 9 .96 00.6/ X ) (,.79, 10' DU&SE Indicates Flood Routing UNE "A" CL- 10' DU&SE X 12.23 H.P. Denotes Minimum Flood 93. X X 7�94.? r LLJ 793.6E MFPG=000.0 CD =E . I C5 Protection Grade Lai L.Lj 42 X 792.,�2 9 65. x 794.41 < 2 5_�,� Ln F.F.E.=798,8 X 80- M LAJ => 17 1 =1 0- 7 8 0 10 CD LJ (NO PAD) 1�4 CD 2.P A C7 < C) 79i. 7- 40 41 81 X 791.7 CI F,F,E*=798.0,< F* =798.8 0 793.6 -C:) C01. 39 LO Cb\ 0 co + (NO PA (NO AD) POO. 7 C-6 Fo F* X 793,30 M Ll� Lri 9 pvk - V, �� , "" 0 �x '790.62 '/P 1 2.00% 3+1 U 2.29 CD C) CN r� x 79110 +32.04 PA 4/ 20' BL 20' B /7. -7 -7 X L 27, L82j 7Q7.9 797. x 793.97 20' DU&�E 796.0 77 7:9: 7. �4 20' DU&SE 30' OF 36" RCP 0 0.13%-\ L6 n 2.70 796 1 DO.00 89.99 10-0 .0 rc.) --- a 1-` .3S<, 0. 7 0 ',��'7 7n,) 31 /Ij -3 -Q A$, d- I \ / , + X 811. 37i + -4 EX 7H - S E \C I V,TH /SET 3 -7- UTILITIES 1-1111 DF Q T1 nkl 0 /GRAN IN HA/L d� 8 0 3.8,- X 80" 611 s. GAS ELECTRIC J 0 Vectren Cinergy/P. S. I. THICK AND 5' IN WIDTH. 1630 North Meridian Street 100 Mill Creek Road Z <4 P.O. Box 7136 P.O. Box 312 EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK Indianapolis, Indiana 46207 Noblesville, Indiana 46061 INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. (317) 592-4500 (800) 521-2232 SIDEWALK SCORES ARE TO BE EQUALLY SPACED TELEPHONE STORM SEWER BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND Ameritech Indiana Corporation Carmel Utilities PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS 220 North Meridian Street 130 First Ave. SW WITH A CONTRACTION JOINT EVERY 20' OR LESS. Indianapolis, Indiana 46204 Carmel, Indiana 46032 (800) 742-8771 (317) 571-2648 I 5 CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH WATER SANITARY SEWERS LOT TO BE CON5TRUCTED BY OTHERS. Carmel Utilities Carmel Utilities TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 130 First Ave. SkY 130 First Ave. SW CONFORM TO APPL.ICABLE LOCAL AND STATE STANDARDS. Carmel, Indiana 46032 Carmel, Indiana 46032 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE (317) 571-2648 (317) 571-2648 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A STREETS CABLE TELEMSION Carmel Utilities Time Warner 130 First Ave. SW 516 East Carmel Drive Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571-2648 (317) 972-9700 Utility Hotline: within Indiana 1-800-382-5544 outside indiana 1-800-428-5200 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. 141 A- 38 F-FL=800� (NO PAD) 0 . mm"q r, El CTI= -------- 7-717 W W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 AND)N-3 -ORCLE 48 -P-m PC x 792.31 P T 0.66'q 8+00 8+13. 7t00(1 7+26.-2-- 9� 1, 5+00 6+oo GR )AALL go *Q1.60 3+53.2,7 CD 7 9 =65) 0 (79501 792.72 7,9n2 147 b6 137�, (797.2 MID f L� LI C114 1 11 796. CL I F- 79 6 6 1 1. 8 0' -'9 1.4 7 " �96. 0 V 100.01' 795.4 -W. 9 3.33 C:) 7 0 DU&SE 2 -1 7 /�01 DU&SU 387' OF 8" PVC 0.45% 2 1. j - X 7., U Of' 8" VC @ 0. ro . 8 2 20' 8L 7 0' BL 79 2. 65 v -1 Q I A Ca �A 20' BL 0 1 ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 6. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4 It R: \5K\5075\002\DWGS\0028S THICK AND 5' IN WIDTH. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR Z <4 TO VERIFY ALL EXISTING UTILITiES, AND CONDITIONS 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE C:) INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE SIDEWALK SCORES ARE TO BE EQUALLY SPACED OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR WITH A CONTRACTION JOINT EVERY 20' OR LESS. THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS :2� FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS 8. I 5 CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH STARTED OR RESUMED. -4:4 LOT TO BE CON5TRUCTED BY OTHERS. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO SHALL APPLY FOR ALL STORM SEWERS. CONFORM TO APPL.ICABLE LOCAL AND STATE STANDARDS. 4. ANY PART OF THE SANITNRY OR STORM SEWER TRENCHES 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A GRANULAR MATERIAL. STANDARDS FOR WORKER SAFETY. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 12- CONTRACTOR SHALL VISIT SITE AND COORDINATE WITH PRIOR TO ANY EXCAVA11ON FOR FIELD LOCATION OF DEVELOPER ON DEMOLITION OF EXISTING IMPROVEMENTS SERVICES. ON THE SITE. TI BM - THE HORIZONTAL AND VERTICAL LOCA I ON DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL -N POSITIONING '.-.,YQjTEM (GPOJ) OBSELRVATIONS PROCESSED BY NATIONAL I'll, F -71NG TH�:-IR ONLINE POS1110NING USER SERVICE ULODE-TiC SURVEY (NGS) UTILIL L- (OPUS) SOFTWARE. THE COORDINATE VALUES S-,HOWN ARE IN THE INDIANA STATE PLANE COORDINATE SSYSTBI EAST ZONE ON THE 1983 NORTH I.. AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERA-FING REFEK-NCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS T 4`1 0 0 - -T WITH RF'D CAP STAMPED "SCHNEIDER POIN i 7TL 5/8 INCH REBAR SE I-j i RANDO�Itl POW 2 FOOT SOUTHWEST OF EAST CURB CUT/ENTRANCE ELEVATION = '95.41 FT (NAD83) TBM 1 -- CUT ))X)) , WE'. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THIL:-' BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 - CUT )IX)l ) N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG146TH ST, 2120 FIT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT dcz)j- C I --j rj (- 1-i I YS 15' op F. F. E. 9 9. 9 C., C? (N 0 D) n �7 HOLEY MOLEY SAYS DON'T DIG BLIND In NOTE FOR STRUCTURE DATA TABLES SEE SHEET C1 029 "ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55 CALL TOLL FREE PER INDIANA STATE LAW iS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERMCE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 18 7 Cq M Go Cn > r�- - 790.34 ,789.3/ ASSUMED NORTH SCALE: 1 1) = 50' V) co co C%4 C3 M Ln ,-: M C"4 V) Uj of C1q Uj CD Uj LL- (D Uj cn ;e-- C) Uj -<r� of CD '-1 CD CD c) Cn C:o 5; C RoS �j G\S- 01 0 920350 13- STATE OF 5- U, .0- DWA DATE: 09/16/05 THIS DRAWING AND TH IDEA4'.DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WTHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, 1'� 46216-1037 Telephone: 317.826.7100 Fax: '17.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Lond Surveying Landscape Architecture Transportation Engineering 1%1 %*-1 . XREF: wwq�w I 5075001 S XREF: R: \5K\5075\002\DWGS\0028S Z <4 C:) C:) E-IIII-1 :2� -4:4 E4 1%1 %*-1 . XREF: wwq�w I 5075001 S XREF: R: \5K\5075\002\DWGS\0028S �si + Y c6 j + %J 1\�� `7` 81 p, 7- ij - 7 - ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 j 7 9 "'E ...... ...... -46 TREET . . . . . . . . . . . . -TH J_ ......... .... .... .... ... P. :10 7 9 . . . . . . 7Q5.76 i I 7 .......... ............. . ..... ......... .... ......... . . . . . . . . . . .. . . . . . . . . . . . . . . 79� 15. 7 .-a 6 n ............ . 795 5 5 7 CONSTRUCTION T� C- . . . . . . . . . . . . . . . . W� memo=" S2, F7 -1-0 'j I iw� 'I , , - t .,..4 , 1 P . -. 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I No I I HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET SEE SEQUENCING 'N'OTES SHEET C104 NOTE# FOR EROSION CONTROL DETAILS S.EE SHEETS C803 & C8044 I I I I . I . Mr-URMR I I IVI UU-111 IJ- I I I . I . I I I I I I . . I I I I . I I % 27a: 1-11 . I . I I . . I I . . I I I a . . I I I . a I a I I I . I - ---- - - - - - - I I . I Ile . . . . . I . . I I I I I I I I . I . I ... ................ -STAL.-L.--TE .-OP\A ji. Sol" R .... ......... .......... ............... %0.. ''" %..&&*I - V. .................... .......... I ...... :ell .............. E. LE. VA I . . I I I I I I 1 89. I I . I I I I I I I I I =7 I I I I I if- _% I . I \,,I -i-r) r xL) . . . I . I . I I . . . . I a I I I I a 0 1 1 cu �. r-� IS - I - I I I I I �% I I . I I . I I I . I 4\ qF BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOViN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POS1110NING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NOR71H AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM I - CUT 11 X" I N. BONNET BOLT, FIRE 'HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNEROAD ELEVATION = 914.55 FT TBM 2 - CUT it X 1$ 2 S. BONNE-T BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT 1) 1) TBM 3 - CUT X I N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT 1) X )I I S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 F-1 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 it =50 ) C) 0- L.J D C� LO CD CiD CD 0- LIJ RO G\STE /? 00* NO* 920350 'r, -/13- STATE OF U //VD A �A 4;:: z N *M /0 NAL DATE: 09/16/ THIS DRAWING AND THE IDE DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I ECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(200�) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 4 - Telephone: 31 7.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying LandSCGpe Architecture Transportation Engineering j 7`i, z A �si + Y c6 j + %J 1\�� `7` 81 p, 7- ij - 7 - ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I a 1 -7 JL1 I . I . I I I I I I I I I I I I I . I L . I . I I I . I I I I . Ik X % I . I . . I I I I I . I I I-E . . I I I . I I . . . JV . . I I I . 4 I I I I I I 1 1-1.--9 1 1 1 . I . . I I I y .44 I. I %, S. I. I . I I I I I I I . I . . I . . I . I I I I . I I . I I I I I I . I . I I I I I I I I I I I I I I I I . I I I I I I I I . . I I I . I . . . . . I . I . . I I I . % I I . I . I I I I I I I I I . I I I I . /I % % 1 41 % Id, I I I . I I % % -6 . . . . I . . I I I I I I I I . I I I . I . I I . I I I I . I I ? 810 'op rG I> . I . I I I I I I I 7.TA__ I JIV .7 7: . . . . ... . . . . . z4i`� I I . . I I I I I . % X4; . : I . ! � .: - - - - - - - - - - - --- - - - - - - - - - . . . . . I I I . . I I I I I I I x 79 I . I . I I I I . I I 1 /90.3 1. Jz_ % I I 11*� I I I I I I I I I I I . I I I '7s GRANDW .-HALL CIRCLE ....... .... I I a % I . I I . . I I I . I I I LIN E "C" % X 792.72 . . I . I . - - - - - - - - - - - - - - - -- I I . 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''" %..&&*I - V. .................... .......... I ...... :ell .............. E. LE. VA I . . I I I I I I 1 89. I I . I I I I I I I I I =7 I I I I I if- _% I . I \,,I -i-r) r xL) . . . I . I . I I . . . . I a I I I I a 0 1 1 cu �. r-� IS - I - I I I I I �% I I . I I . I I I . I 4\ qF BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOViN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POS1110NING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NOR71H AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM I - CUT 11 X" I N. BONNET BOLT, FIRE 'HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNEROAD ELEVATION = 914.55 FT TBM 2 - CUT it X 1$ 2 S. BONNE-T BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT 1) 1) TBM 3 - CUT X I N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT 1) X )I I S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 F-1 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 it =50 ) C) 0- L.J D C� LO CD CiD CD 0- LIJ RO G\STE /? 00* NO* 920350 'r, -/13- STATE OF U //VD A �A 4;:: z N *M /0 NAL DATE: 09/16/ THIS DRAWING AND THE IDE DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I ECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(200�) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 4 - Telephone: 31 7.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying LandSCGpe Architecture Transportation Engineering SHEET NO.: z C) E-4 z C) :Mi E-4 M SHEET NO.: In 70m % L 2 . I I I I I I I I I I I I I I . I Is I I I. 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I I\ x I N % IN I I . I I I . I . I I I I I I I I I I I I I I I I I I I I I I I I I I % I I I I I I . I I I I I I I I . I I I I . I I I I . I I I I I I .. I . I I I I I I . I I. I I I I . . its z- to I I I It I I . I I I I I I . I I I . j EXI�STING GROUND.'.* I I I I I I I I I I I I I I I I I I I ..... I I I I I I I I I I I I I I I I I I I I c7 I I I I I I % jV I.. I t I . I I I I I I I . % % I I . I I I I I I V I I I I I I I I I I I I I I I % I % I I I I I I I I I . I I I I f '% I % 807.78 'k ,7.41 9 "'o % . I . . . . . if%;) " , ", I If I I ` " - I I I I I . I I , , I I I , I , , , I . I . I . I I . I I I I I I I I I I I I I I I I I . I I I . ... I I I I ." I I I - I I I . I . I . . I I 94 N I I I I I I I (I I I I I I I I I I I I I . I I I I I I I I I I I . I . . I I I I I. . I I I .. If % % V . . . . . . I . . I i I I * * I , I I I , , I I I . I I . I I I I I . I I I I I I I . I I I I I ..� I .. % I I COVER IS A." BEAN. I I v .. I I I I I I I I I I I I I I I I ... . I I . . I . 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I I I I I I I I I I . . . . - _% - - . , ,�! - :. .0 .4rd. is % I I I I I I I I I I I I I I I I . I I . . . . . I I . I ................... % I I I I I I I I I I I I I I I I I I t o' I . . I I I I I I I ---w-- L WA 64:. 1 % 16 L!-L- As 41' N. - I . A % , % % % 10 P. It Ij J, to I N ,q ni� I I . I I I 0 � ) r A **:v I -k I Is I A I I . I I I 1 4. A Is %a Is % tro.' tt., % I I I I I I .0 1,.* 1 , � /. I I � `I. *S. I I I I I I I I I I I ... 1.1" 1 1 1 1 1 1 , . I '. . I ".- . . - - - % 7, .. I .:, % 'k;k a I.`o % ft Z - - I , I . I I I . . . . . . I . I I . . . % -H \2 /o_ -�4 THRF, CTION" I I I I I I . I . . I I I I I . I I % % I I I`_ I.- I I NJ I I V. V .. I I I I I I I I I I I I I I I I . I I I I I I I I I . . . . . . -7.T ' / 7"7.31 -.�: 9. 1 1 1. �.* I Is % EMPORARY MOUND b .......... . 1. I N. -H 'LL % o I - -1 4 "14114; 1� I I . I I I I I I I I I I I I .... a , I I I I , I - I I I I I I I I I I I I I I I . I . I I . . _D % I I I I I I I . I I I I I T� A. I I I I I I I z" .1100i, 6 . I I I I I I . I I . I I I I I I 1 0011, a " 1j. I. I . . I . I I I I I I I . I I I I I I I I . I . . I . . . I . . INSTALL TEMPORARY MOUND or% I I I I I I I I I I I . I I I . . . I . .. I I 1 .07 I . . I I I . I I I I I I I I I I I I I �oe I I I I I I I I I I I TO ELEVATION 791.5 IV I I I I I I I I . I I . . . . 7 I I I I I I I I I I . ... I I I I I I I I I I . I ... I I I I I I I I I I . I I . I I I I 1 0 1 % I It I I% , " I . X ;ttt,4 - . I : I I I I I I I, I I. I I I I I I I I . I I I 1 2 7 I . I I I I I . . I I I I . I I I . . I I I I I I I . I Its . I I I . I I I I I I I I I I I . I I I I I I I I . I I I . I I . I / I . I I I . I I I I I . I I I L.Li R It 7 1 1 1 1 1 1 / I It, V 0 -6 I I I I I I I I I I I . . . . . . . I . . 01" Ljj . I I . I . I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I . I % 6L -/- I I . I I I I I I I I I I In, 7 Fi 7- I I I I I I I I M . . I . . I . . 191 78-7 09 I CD o/ .. I I I I I I I I I I I I . . . I . . .06 LLI ;;ol I I I I I I 1 1-1 1 . I I I I I % . I I I I I I I I I . I . I I . . . / NI Is Is I X I I I I I I I I I I I I I I AL I I . . . I I I + 00, 1 Q 0:� 1000 v I I I I I I I I I I I I I . I . I I I I I I I I or I V� .. I I I I . I . I I I I I . . . .. 2 % LAKE #1 IN L I I I I I It 440;.- 1 '787 62 7--V 10" t, \ �\ 1 4 I I I I I I I I I I I I I I I . I I . I I I . . I I I . I I . I a I I I I I I I I I I . I I I I I I . I I . % r E LE V 7B4000 % I I I I I I I I I I I . �4 I> I Is sr. I I I I I I I I .. I % I I I I I I I I .. % NORMAL POOL Is I . I I I I I I I . I . I I I Q�\ . I ". 8 \ \.- \\. I I 1 4 % 7! X 100 YEAREL I I I I I I I I I I I I I I . I . . . . I I . EV=787.93 �787� e ."411 1 1 1 1 1 1 1 / V. .. I I . I I I I I 1 1,. / I I I I I I I I I I I I I I . I I I I I a Is I I I �. I I I I . I I . - - - - - - - . I I I I . I _AR E/LEV=786 31 % *4000 10 Yi .3. -14 I d I I I I I . I I . I I . T-71 IT /`ELEV=785.27 12187.36 11 0, I I I I I I I I I ... I I I I I I I I a I I t / 5e f 2 t YEAR,,, 787,30 - - - - - - - - - I ..qf or \P r k I - Wd, I I I I I . I I I I I I I I . I I I I r OTTO -7 787.9- I . I . I I I I I I I I I I I . I I j: v "ESC�NT D R I \:/Flw_�- M ELEV 76.001 � 00 00, RAWLPH % ... I It I I I I 1 11 1 1 1 1 1 . V It, u I Is Is - - - - - - - - - - - - - - % a s. o". 7. I ... I I I SEDIMENT BASI . I . I I I I I I I A 11 F1 I ... I I I I I . I I I I I I I . . I I I I . I I COM/ MON ARE I. I I I Is Is I. I IF L III.: ?Is 7 -0 -I-- I 7�: I I I I I I I I I I I I I % I EXCAVATE 150' x 150' AREA I 3 1 1 1 1 1 . I . I . I % oe, I . I I I I I I I. I I . I I . I I I I . I I . I, I I I I I I I . I I I I I I I I I I I. N11. I ELEVATION 787.0 PRIOR TO I I I I I I I �, I I J! a I I I I I . . I . I I I I I I I . I I I I I TEM P OR>ARcYj1,- SWALE % I . . I I I I 1 7 E Z_ USE I I I I I . I I I I . -9. ;_< , - OTHER MASS EARTHWORK. 2. )7174 _s. % I I . . . I . I L__L_ I_ 00 I. I % I I I I I I I I I I I I I Is I I I I I I . I I I I I I. oI Is I I I I . I I . I I I I I It I . I I I I . I I . I I . EXCA�AT,1,0N�7AND STRIPPING TO ox i,t I It' I I . I - I I . I I I I I I I I I I I I I I I I I 1�� "'_' - a I I I I . I 1 78 O?e BUILD TEMPORA /9 �_i F_!6 C I I It . I I . -b W I I a It r 10' 1 'EXISTING I I I I I I I I ite I Is I I . I I I . I I I I I . I RY MOUND. GROUNV I I I I I I I I I I I I I I I I I I I e I v A. BE/ I -I % I% L Is I I I I I . I I I I I 1 ;0, TMPORARY ......... ... I I I . I I . I 1 0 V _XN I V., I ... . I I I I I I I I I I I I I I i. I I I I . I I . I I I I . . I I I . I a I I ;. - I I I I I . . .. I I /787.0 I I I I I I . I I I I W ONS U.u-110N OF* I _S ' ALE_,� Ix I. I . I I I I I I ELD TEMPORARY;; SWALES SHALL REMAIN . 0 /. 2 2 1 --:33 DIVERSION 78' I I I I I I I I IN PLACE UNTIL C TR I I I I I I I . . . I I I I I I I I I I I I I . I try .7 1 1 . I I . I . I _N 20 - % I 1 0 51 1 % Is 7-.-,oO'- _.Z. L?;er' %r. . I I . I I I . I I I I I I I I I owv�l - -, %t -SH-E ET--(- Z L _W %jr, Z PIM_ B ASI N OU TLET I. I. III. Is I I I I I I I I I I . I I I I E, cru"i. (,-I ./. I I I I I I /I I I I I I I I Zr /I so I I Is �EEHJVE INLET -7 '00�� ... I I I I I I I I I I a I I I ",., 9 1 1 1 1 1 1 1 1 a I I I I I I . 7 9 D.O pru tz 14,; Z, I EE DET .'i-j 4". A* V I .0y Vz- -,A' V V > ....... .-PROTECTION AIL ON .'-4FMPORARY r % le A. -;^_I Z I I I I I I I I I I I I I I I I I V Z Z. 011, 0 . I I I I I. 14j, I I I %y I I I I I I I . I I I I 7" (TY j YVALE ....... "i�lfiilz _A�_A _A_91 Ii�l _Z__Lt- -Z % Is g 787.72 1'7 6. 0. 7. 1 -7 n -7 r% % I I I I I I I . I I I 1 9 % X 7- L A I _L_�7 I= Z .1%V. RZJ V o_ I I . 4-N % 91, 6 Is % I I` . - I - ZY -b % I % it I , 1 1— 4 1 17 Z. . - I% ... __ __ i4r." I& �_ I � %, - - ? I a 4. 777: 16 Is- I It. I I to I I I -) I I I I I I I I I I I P T P o I F11111 apt 41 L -,No I. I, % Is __4A_ 111. d6 o.-4 IF IL H. If I :�. 1 -1 r_%ft 4_7 j .b % to % 6L % Is .7 1 7r7 Le -oZbi % III % .. -�r,;, I il;.. % It Is If 7 17 ffm ZIA Is :% % rl % to 4L I%, I Is all - so-01- to . ........... . �Q �0_ T[ON It [j "ONSTRUC x 7�11�3. 6 9 X C-1 '. , 'I _� '_ , I" ", I - - - - - - - - : I-, - ' L , -.1 1 . I .- _. _. 1: r� � \s 787.31 N LIMITS 'X 081 ..7 T MRORARY MOUND bf "f", 80 1 x 800.43 Tou Sy 8 01 8 0 5 316) X W 3 X 01. `P` INSTALL TEMPORARY MOUND ION 791.5 'TO ELEVAT SIL FENCE + ---- --- 785,75 3 SILT FENCE 1) 786.7 7 orl . ...... . . Is I vF X16 m I % -T p7 % 7L, + T % % I I EXISTING LAKE is NI, 4 Is I % POLLUTION PREVENTION SITE SPECIFIC CONSTRUCTION SEQUENCING FOR STORMWATER to limit the amount of ground disturbed at any given ject is tion during the earthwork phase of the pro + _ts'. I Is The purpose of staging construc from leaving the site. For this reason, the following sequencing time and to control silt from the areas that (ire disturbed to prevent silt 1.1% Is so should be followed as much as possible. 41" X PRECONSTRUCTION AC11VITIES -800-382-5544 to check locations of existing utilities. They should be 1 Call Indiana Underground Plant Protection Systems, Inc. (it 1 Is A no rr\nc+r" ti n fn� c, nj ce. conLU LtU L VVUI Hy UYO ;- 2. Establish construction staging area for vehicles as for from lakes as possible. 3. Establish onsite location for owner/operator/con tractor placement of approved plans, Rule 5 NOI and Rule 5 inspection documentation. 4. Install temporary stone access drives. 5. Install silt fence along south and west property lines as shown on the plans. 6. Establish concrete washout area prior to any concrete work on the site. 7. Contractor shall schedule preconstruction meeting 48 hours prior to the start of construction and have Initial erosion practices installed at the time of the preconstruction meeting. ESTABLISH SEDIMENT BASIN 8. Excavate sediment basin down to elevation 787 prior to other mass earthwork. 9. Construct temporary mound along south and west sides of proposed lake as shown on plans using strip or excavation from sediment basin. Temporary mound is to be located as shown on the plans so that it can remain in place as the final lake bank. 10. Construct temporary diversion swale along the south edge of the site into the sediment basin. 11. Construct temporary swales in future Section 2 in southwest corner of site. CONSTRUCTION AC11VITIES ity be conducted at any one time. Therefore it is expected that the following It is intended that the least possible ground disturbing activ rate portions of the site while the other portions (ire still under construction activities could be staged separately and completed on sepa construction. 12. Strip site and build mounding areas near entry road. Proceed with fine grading seeding and landscaping as soon as possible. 13. Complete stripping and excavate and fill mass earthwork. 14. Complete grading for lake banks, install matting and seed as soon as possible. 15. Begin fine grading and seeding of pads and swales as soon as possible. Rule 5 requires that disturbed areas that will be idle for more than 15 days be stabilized immediately. be installed as each storm sewer inlet is installed. 16. Install storm sewers. All rip rap, beehive and curb inlet protection shall 17. Fine grade and seed rear yards disturbed by storm sewer construction. 18. Install utilities and stabilize front yards and any other disturbed areas. 19. Sediment basin material may remain in place as part of spillway for final lake grading. POST CONSTRUCTION ACTIVITIES I 20. Inspect and maintain all erosion control measures as detailed on Sheets C803 and C8 . 04 in the erosion control measures and maintena I nce requirements beginning immediately after installation. -1101 weekly or as needed 21. Fox required periodic inspection reports to Hamilton County Soil and Water Conservation District at 776 for storm events. 22. Remove individual inlet protection only after seeding is established in each basin to the point where silt will not enter the lakes or storm sewer system. r Is HATCH PATTERN DENOTES I TEMPORARY SEEDING _T -S HATCH PATTERN DENOTE P ERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET NO I E: FOR EROSION CONTROL DETAILS SEE SHEE-TS C./804. BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) U11LIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CON11NUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910-88 FT (NAD83) TBMI 1 - CUT "X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVA11ON = 914.55 FT TBM 2 - CUT It X"t S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CCRNER ELEVATION = 915.39 FT TBM 3 - CUT "X 3) 1 N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVAT10N = 914.54 FT TBM 4 - CUT "X", S, BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLiNE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT -..: CA %%- % so I I Is I I I so 4. :1h le Is 11P _X_X_ Q) \16 Aj'7 oP d, _e . I 04 LLJ cr_ C) F- C) Ri\_ CD CD CD \\,% \\\\% I I I I I I I /////,/ \'% \ C Ro o N �P. \STE)? 10` 0 woo ftk% N 0* 920350 ;0- STATE OF ///I INAL sto ooeo DATE: 09/16/05 THIS DRAWING AND THE IDEAK."'DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE CTUAL PROPERTY OF THE SCHNEIDER I REP ODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CORPORATION. COPYRIGHTED 13Y THE SCHNEIDER CORP.(2005)1 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317-826-7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: TAD JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING F11 FS: R: \5K\5075\001 \DWGS\Cl 03 XREF: 0018S XREF: 001 ERO C:) XREF: R: \5K\5075\002\DWGS\002BS SHEET NO.: Etooss-1 CD C) DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: TAD JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING F11 FS: R: \5K\5075\001 \DWGS\Cl 03 XREF: 0018S XREF: 001 ERO XREF: 5075001S XREF: R: \5K\5075\002\DWGS\002BS SHEET NO.: w J Cn H Q Q � Z � Z O W U � D ¢ D � Q Z W (/) J Z O Q = � Q W � Of O Z Vw7 01 J Q > cl J O Z of Z U Q w Z O J Z of Wfw Z U O Q Q O (n \ 0 C/7 d 5; of D W Q \`�1111111111//���/ `�` ,, .��GISTERFO. � '•� N0. 92035O...� STATE OF . ... � / /llllllllll\ DATE: 09/16/05 THIS DRAWING AND THE IDE , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) } haft - - THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 z DRAWN BY: CHECKED BY: DRP JCC �w STREET PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \Kk \5075 \001 \DWGS \5075001S SHEET NO.: (C-2(3-n O z �^^ E--4 z F=� ^�^ Z uO O r ^V' co v o W DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \Kk \5075 \001 \DWGS \5075001S SHEET NO.: (C-2(3-n Lei M iQ- L,j � O z w � z w U w � Q Q 0' Z _LJ V') J Z O Q = Q. Q L.LJ O L L Lj N J J Q Q > I O w Z >� D O Z U ¢ Z O J Z Z U OU c CDQ Q Lti Z rn O o � a W CRosB'''% ,51 920350.� O STATE OF � "//11r1Ili10 DATE: 09/16/05 THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.710 0 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN t� XREF: R: \5K \5075 \001 \DWGS \STREET XREF: R: \5K \5075 \001 \DWGS \0018S z XREF: R: \Kk \5075 \001 \DWGS \5075001S SHEET NO.: (C a O ..� E—+ Q � Q r� ~ E-+ U w CL4 ° w U � U Q 1---1 E-1 w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET XREF: R: \5K \5075 \001 \DWGS \0018S XREF: R: \Kk \5075 \002 \DWGS \002BS XREF: R: \Kk \5075 \001 \DWGS \5075001S SHEET NO.: (C ti J m Q 1- W ¢ ~ Q � Z LL1 ~ Cy- Z W :M U W n� o¢ .z W j W J Z O J Z 0 Q W O Z N W N J J Q Lj Q > J O Z O Z U ¢ Z O � Z W O CD U U Q ¢ O .0 0 � Cn � W M � >>trlilr�rr��� �RQS�'''' 0STER�; N0. 920350 � �� STATE OF NAL DATE: 09/16/05 / -�" THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET O XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: �. E-+ O z W z O W U U W Q �J w Q H w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C2(33 C -5 Sheet Detail Number Description S280131231 C801 1,2,3 Street Cross Section Details 140.00' C801 8 Concrete Sidewalk Detail C -7 C801 7 1 Sidewalk Ramp For Handicapped Detail S45 °42'57 "E C801 4,10 10 Curb Detail 190.00' C801 10-91 Pipe Underdrain Detail rTl k� C302 165.00' Intersection and Cul -de -sac Details S44'1 7'03 "W 92 003'13" C -10 95.16' 190.00' 94.17' S24 °59'40 "W 28 °41'51" All Streets are to be 30' wide, Back -to -back, and have a ® 50' Right -of -way, except for the Cul -de -sac streets, which are to be 26 wide, back -to -back, and have a 44' Right -of -way. All Cul -de -sacs shall have a 40' radius to Back of curb and a 50' radius Right -of -way. C -5 564.73' 255.00' 456.19' S280131231 126'53'18" C -6 439.82' 140.00' 280.00' S00'1 8'39 "W 180 °00'00" C -7 253.27' 165.00' 229.13' S45 °42'57 "E 87 °56'47" C -8 250.66' 190.00' 232.87' S51 '53'43"E 75 °35'15" C -9 265.10' 165.00' 237.49' S44'1 7'03 "W 92 003'13" C -10 95.16' 190.00' 94.17' S24 °59'40 "W 28 °41'51" C -11 91.32' 190.00' 90.44' S76 °32'31 "W 27 °32'17" C -12 58.04' 128.00' 57.54' S1 2 °40'47 "E 25 °58'45" C -13 118.63' 150.00' 115.56' S22 °20'46 "E 45 °18'44" C -14 95.56' 172.00' 94.33' S1 5 °36'22 "E 31 °49'54" C -15 439.82' 140.00' 280.00' N00 °1 8'39 "E 180 000'00" C -16 518.36' 165.00' 330.00' N00 °1 8'39 "E 180 000'00" C -17 417.48' 190.00' 338.42' N27 421'50 "E 125 053'38" C -18 98.30' 190.00' 97.21' N74 052'05 "W 29'38'33" C -19 35.56' 128.00' 35.45' N08'16'07 "E 15 °55'07" C -20 102.80' 150.00' 100.80' N19 °56'31 "E 39 °1554" C- 21 82.92' 172.00' 82.12' N 14 °07' 15 "E 27 °37' 22" C -22 39.26' 578.00' 39.25' N01'38'1 0"W 3 °53'29" C -23 109.68' 600.00' 109.53' N04'55'39 "W 10 °28'26" C -24 49.29' 622.00' 49.28' N01 °57'39 "W 4 °32'25" C -25 37.02' 125.00' 36.88' N08 °47'40 "E 16 °58'01" C -26 44.42' 150.00' 44.26' N08 °47'40 "E 16 058'01" C -27 51.82' 175.00' 51.63' N08 °47'40 "E 16 °58'01" ZZ No. 920350 ?u STATE OF 4 0 �, _ IONAL DATE: 09/16/05 /'' THIS DRAWING AND THE IDEA DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * US Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 U DRAWN BY: CHECKED BY: t� JCC SHEET TITLE: z DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET � XREF: R: \5K \5075 \002 \DWGS \002BS O SHEET NO.: C,2(04 D Q z � w z Z U w o w � W Q � w w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C201 XREF: R: \5K \5075 \001 \DWGS \STREET XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: C,2(04 {� r I r,,E °- i �.. \`\ �`,` ,v �I _, ` J11;__.. . . . . . • . . 1 It .r , / .I 1 rf F _, __.._ .____. - .___- _._____ . -. _. _ - _____. ....... ___...___ f C , �r ; _ - ----------- ^- •-- '------- .---- '--- ._.. - -- - -... - - - - -_- -- - -•._ -- - -- -... - - _ -,_ - -- - - - -- -- ----- - -. - -- __ -- -_.- .. - -- -- ---- - - - - -- - - -- - - -- -- -.. - - _ - - - _ _... _ __ _ -- -- - - - - T,\ A /Jr/ 1% Jam+ _ ... F,/ . / . �\ ` -_ __..w. _._._ �_..- .� -_ - -- 1 \ - - - -. - .____._... -- __..._.. -. __.. Y I \ • P �• •--- _..�....__...,�,7-- - -- - .-- ._-- --- ---- -- " - -"�-' `' ,.• - - - -• ___._- ___._ - -_• _- _._ -_ -._ .. .. - -. __ . . . . . . . . . . . . . . . . . . . %_.,.L� • -- - - -- - - - - - -- - _ __ -.__ - - - - -- - - - - - -- - - - - REPLACE CURB INLET CASTING -� - - . __ .. - - -- -- - - ,_..._ -- - -- -- -- - - - - -- - - - -- - -- - - - - - - -_ _.. _ � ._.._ � _ _ _ _ _. _ - -- - - - -- - - -. -- _ _ � .___......_. _ - -. -- -- - -- -- - - -- -- - - - -- !._ X i t - NEEN�AH R- ' 3405 FLUSH. . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . , . . . . . .. . . . . . 1 ' -� � ; - . R-EP•LAGE• CURB INLL1' C-AS I ING . . . . WITH EXfST(NG PAVEMENT..; . NEEiJAH R-- 3405 FLUSH. `1,JITH EXISTING PAVE ",�EP�1T. EXISTING CASTING TO 'BE' USEb - . . ) \� ON NEW CURB INLET. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING, CASTING . T O gE USED. . . . . . . . • . - . . . . �� . . . . . . . . . . . . . . • . . . . .WE. . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . , • • - • • . • . • . . . . . . . . . .1 .t . . . . N. I . I; ,f )r' 1 i'' I . - . ' . . . . . . r it _� }. __ _ , - , '. 1. , . . . . . . . . . . . . . EXISTING. PATH . . . . . . . . . . . . . '� DEPRESSED CURBS AT. . . U °�. y r . • . . . . . . . . . • . . . . . . . o o ;, .TO REMOVED �� . . . . . . H.ANDICARPED. RAMPS. M . . . . . . . . . . . . . . . . • . . . . . • . . . . . . . . . . . . , . _. a, . t 1 . . . . , ,. �1 �� o =--` 1 3G }" v1DE 8 r1lc�,� �KA!R�ACK �(� O � ^ �l ``\ . i 1 th7 . J/\ �1 p� l� �\ i N �. \ . � !i P `� �-} i 11 r- r1 , �_ . , �S," C _ y t �_ �` rJUPB WITH GU TTE 0 I'i� TCH #'' �, � - �� , _ -, , - ►- �n -, .. _ � ) DEPRESS CUR T ���- j L� �J E. 810:9 4 TC .. ►� x > is \ - i 6 / l- )� \__, � fir, -, I � � ; ! s,,. `C ED �S AT T Fes, z \ �� -. <�� �� ��.. ���� �. `� ;� Y~ - t- ? 11 �3 f � _ 1 1 "'TH S I RED. I CUI;'B�) ..'L_ DE AIL . . . • . . -. F,r ;., \r , .� M.E. 810.2'7 GUT. .._- ;,},.�� �_ ���,�t -�,\ �, ,ft��..? c }(- �r-�., l ,.. C`� .z\ HANDICAPPED RAMPS 1 v -,;;. ; ��' -- .,.� - ;: 'ref t 7 �' % _e I '� l • �- •{-•�� j .^+ j] .� r_ } /'_t • .1 l� f- ' rr-� - __ 1. ) -` `'J _ 'G._ l Jam.. -;� ,. _ _ ,' t.r, i' .� - r 1 - - - r- -,' l .i , I -1 is ,, -- 1 �� - _ - f - 2 S B ! f Y - i_ I � 1 I t I , - - -- �i J ti. �,., r y� r jE �, _ , �` _ r f I `�' 00 n't - - - \ 7- '\ , J� l J - f - _ _._. . \ - 1\ N _ j - -- - - -- -- - -- _ _ ._ __ -- r�`d tY -..'+e : •esrusz.,�c .:. _. -a ., , . / 1 i ♦ • 1 1 ,' �}°' °.s, I, �.., ` s h y .v x a. s _ �"y n 4 J - ( ` I I r� L� , ( 1 i _ ; \ , t /( .1 � - !f j '' (Y. t`r!.)'- ,e_.. -LC %tom• \ v '�_ _ _�F.., Z • ; f i_!_ r, , i r ! 1 ,__ , j r - ! t f r"' - ,"37 'E";C -t ,{ 4 \ \ \` .P I'f1, E. 'i ;I.« _ -- - �1. \ - Ia' - {__ _ _ V �. a.J l . ti 'I - _ F J t _,,,,,�..� 1 / I {- 1 �.r I f-.1 t 1 i li"t'•�- .•.:31�'!.. 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J -\ / - .- _ \ / S . + E 1 -� 1- .' ,i.,, r l t .ti. r: \ / F .,1 , , - i ~ f �? :- - - - - - ,. , / , v r - 1 fl � .i - i,..,_l ♦. �! _ _� � _ t 8 O �`v, U T ` .-.� 1 .t, I '� LV o ! . V I C • - -- _ ` _ _ / t_ i J �' 806.94 G�ITj 805.80 GUT �,; `, , _ -_ � ( fht r r- - �. i '� - 1 _ `{ -�e'F° �\ `� J J,a f \ \. -iV f` 1 \ ,� E l �_ it _� 1. ; ( i ..-F � / r lr `i r./ 4 c r �, 805.91 Tt� r �; 804:49. TC` t I t ��� "` n r =Y ,� - ri JIO , `� �) \ ^\ -•r�r. 804.19 ,BUT ; ' _. - \ i t _ r� , _a r, 1. , , i 802.6 1- L_ , f I - i __. -_ J `i l_� `J l J r t1 Y c .<- �T n -- _ _ 803.82 , - a 30 R 805.25 Gl7T I - - �[ � r .R , • 3 ; ..... _ _J .... .f r ,_, �'�� ., ._ _ � � 802.+, TC r , ,` i . r. �. I ;. - , - ... -. .. ..- -e. _ _ r .. _ -:. r.: - . -. .. II v r _ _ _ t : J / J -- 1 _ _ _ _ - r „. Fr!' _.. r Z y, Y , _ 1 t._ t - -� 1 � E- E r i .f - .- t _ , i t f , .a. _ ..T i i _ i ._ � w _� _ar_. 181 10 1 � _ � _ _ ryq t , _ .. - -•, . , ! Y .: .. _ _ i .. 7 r � E. , :, _ 5 r l _, .J -. r. .._ ,Yi J- -5. t 4 r 1 _r. a. _ _ _ 2. T. M z r ` M.E. ,., a...- ... .I - � ... ... -,_ .. r _ .. ..y.., j _�. �.�._..._.........�:. _ , J [ .. .. < -_. .. '.1 '. _ ..I _ r ., .. , tC�. ._ .- .... ..:. ... � ._ tin .J,y -a t r [- a ,_1 I.. :.: -: F '. .' -. .. .. ... _ .... _ r,.... r. .. -- ... . .. - _:. ... W w:.n - .,. �. .3. F. .! 'M. ..J._' 'r H rC. ._ t _I 1 .... 1. .. e r . I _. � .. ,_l -..+: .. F: - S- , , 1 _, . ..L _. 1 _ .r . n , "I '-� n. - .f - . . _ _ .r , `si ,. 3•- ,, .:.. :r} �\ i' - .i : I V Jt' .. r. _. :r, ,., .. _I- t .,- , r .i l 1a .. t _ _ t .n r •n._..•. C _ . F �i• s .. iat .. s S, ./ h - Z .R T-k -h.n i .• I J _ _ , „ k_ r _ Jn r 3 - c R1 J �. C. V ! G, 5 V' r: L , -'. ,. ... w , .. _ .. 1 n , -. - .!1... _ _ r •l., - a. .. -.,.. r. S i e. �, S .e , .. r - . 4 � .•..lai.rrs.. -, >. .L •L. •i. Ju _.. 1 - ,.y. J+ -_- r. ,r' -. ._ -- f _.S .... C r"'-.F r.,.. -'.t.. •.�: 1 i - .rta.t+. .J.'e...., >rl1 =.l.G.� .a Y•6v'' ..,._.a.]a.,2...L.a.u�3J �.....��. .! va3 � _ _ ry i Ala 1 .+Ja•r r6s • .6. wrtT1r3 i s . t_r sa.+e ►Y _� P u \ , c _'� r 1 4 \ �} "t L s .J:: _r - -a- .. . -r. _,.•a,.. h ...r_ t1,,.nLs.3d.. ,r � - • i iv . -1,.. _. i1.- �E..,.r✓�.JYyr__yA.1. -S rr<.i. FF \ \\ ,.r '°ti ...v �4".. . r+:..h. . c.- ._. _ ...,- .,IU..S • al.,i'., .A- .a_ _ Ll + {s .' l.u•.].•a•.u.- X•t.�l...w:w t .iL l: u.'..w 11 it _ A\ �1 ti ♦. �'� -r.- � �1 \ L 11 _I� J .. � 'i� � -_ ._r- =1 tY ...u._v..�.t ...�'<- r'w.�i...ai�......a. ` - A.X F\ jk • 1v 0 � > : ' 1 c� .- s i ` ♦� ` �, GbT 805.10 I , r - - 805.10 GUT �SG3.0 `�_' -, �� - r 50 TAPER 5 DEGE NATION LANE ^ ,�', SoB.o �- t \ ��) 3 So3.a R, �\. \ err , i _ - �-- r I IJ 1 �?; 1K00 ACCELERATIQ��_,LAI�E 1 GO 1 �tPER 1 .\._� .1 }0 ASPHALT PATH __,; co �. _1 \ •,_' LI - - - _Ir.- .._.vcu�.u, ^:i.�,. - �.�:,c ur,sc.: :y� ''t,. �\ -•1 rte-' - -1-t- i ~'`v_', ..> - -.._ -- I J\ -J t; ,.:: ♦ lf', •` ,� r, i J . -1 \ I - -- -_ j r_, " L s V i `�� �-, ! I Y 4- �, ,�`.�� %` r , v - �� , . - 10 A Pr -IALT PATH �� a� �' `�� STA. 1 +7335 Ate, °�,. > 1 �{ ,� _� �� << rL - - -' 1 -�� -,'�.:; +' {_�'a, OFFSET: 30� OOH R -�� '.v , �. '� ' ; STO SIGN t >1;� _ i , _) y �.; c I �, 805.38 TC �- - i�� I l �_:: © c_ - \ `'� } (� 7� ����J • �I _ j 1_ i �:_- I I 1 -�, r (�'�..1 , / I �, � .-AFL -'1- ,z. , �`� -f j ! 805,05 GUT `` f ='' `; _ \ �" \\ .� f, 1_ , I r �' V ✓ �. . ,,� j 1 j `� `r., ? \ 1t' ,_ le � C I+ } n V / ] I� Q \ I / \ ,. , y 1 yr' . _i ..., l _ ! 1 / f I 1 -i 1 .h l r I cl\ I / -� _. r- ) \ r 't- r' l I Q - 1/ , I / (` �) ( _ 1 _ c . _ . a i �-�� • 1 J / C i. � /i f ���kjL,, .') RUNYON PASS LINE "A° PAVEMENT CONSTRUCTION GRADE ��ra��a �I�n�e�e�ar�s� � � Durie�g Construction � � �t tine End of Consteuction Day L I \\ -fl_L_ VVI \U _ e /' \` Q , �' r, i -0 L `1 . �.,JI t1 -�� 1 06- 1 r - ,r � �-, �J'J ) __ __, CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BEARING DELTA CD -1 82.26' 135.00' 80.99' N17,45'57"E 34'54'37" CD -2 27.25' 153.00' 27.21' N05024I47 "E 10'12'17" CD -3 50.61' 148.00' 50.36' N10'06'23 "E 19'35'28" CD -4 64.77' 115.00' 63.92' N19005'11 "E 32 °16'09" ' ' ' «., 4" #53 STONE 8" #2 STO��f E 2" #%1 STONE I PREPARED SU3GRA,DE PER INDIANA DEFAR T MENT OF TRANSPORTATION SPECS SErT �Iv No. 207 . ; r ', r7 e f 4 / II . I : (� I : NII�> -- New Storm Sewer �.�� 'j -ii �� = .,YU-- �� - -���� Existing Storm Sewer DRA14N BY: New Sanitary Sewer =�r¢ - k- �� -rr�y� t�t Existing Sanitary Sewer ..� r� -. ���.�, - ,r. Existing Contour 00000 Existing Elevation 000.00 New Pavement Elevations 000.00 Ali Other Finish Elevations Pavement Within Right of way �z Existin Pavement g _ rfj +44 {" "11;` Overhead Electric t:,. � l 11 ' [ , 2,1:_JS,J-Z;_G .. -,-.j f-'Ji=9:.:�tJ',iG.'_._ �_U • Water Line 146TH STREET U Q \+ U N Ln (N� ice.• v) 4- e d- T_ i II_ n I � 805.89 TC STA: 1 +70.48 ", 805.39 GUT OFFSET: 7.00 R So5.86 Tc STA: 1 +75.98 "A" 805.36 GUT OFFSET: 12.50 R So5.69 TC STA: 2 +03.67 "A" So5.19 GUT OFFSET: 10.83 R 805.52 TC STA: 2 +32.13 "A" So5.o2 GUT OFFSET: 6.47 R 805,51 TC STA: 2 +34.26 "A" 805.01 GUT OFFSET: 3.77' R RUNYON PASS LINE "A" ISLAND DETAIL CALLS ARE @FACE OF CURB SCALE: 1 ° =30' /, • . • • . , • . . - . '. '� ..............I\ ,., - - _ __ -_ -_ . - -. - _ -- _ _ . �. . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . • . . . . - -_ . _ __ . _ - - -__. .. -- - -___, -- __- _- ___.- _____- _____.,,r- .._ -__._. _- _..- _.__._ -.___ - __------ _- ,.,___- _.. -_ -_ _ -_- .____r..- w�.__.._ _ _ __ - 2..................... . 400' I . STA: 1 +75.98 "A" OFFSET: 1.50 R 805.86 TC 805.36 GU T STA: 1 +80.42 "A" OFFSET: 1.50" R 805.84 TC 805.34 GUT "A" 805.52 TC R 805.02 G�J t ASSUMED NORTH SCALE: 1 ° =30' HOLEY MOLEY SAYS " DOiV'T DIG BIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG � -�00- 382 -5544 CALL TOl1 FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAIUST THE LAW ?0 EXCAVATE W4THOUT NOTIFYING THE UNDEftGROUfSD LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: t ° =30' 1. AL E I L X S TI N G TR E S WI I E TH N LIMITS Or R WAND ROA IMPR V D 0 EMENTS SHALL BE REMOVED. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERROR FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0. S. H . A. STANDARD FOR WORKER SAFETY. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE HAMILTON COUNTY HIGHWAY DEPARTMENT BEFORE ANY BOAC CONSTRUCTION IS TO BEGIN. 5. MAINTENANCE OF TRAFFIC DEVICES TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1993 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD 6. ALL DISTURBED AREAS IN RIGHT -OF -WAY OR EASEMENTS ADJACENT TO 146TH STREET, SHALL BE SEEDED AND STRAW MULCHED. 13 I N (t I.IIM ,�� I[�Ila HM - I HE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 - 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 - CUT Y, N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 -CUT "X ", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT I.I <�I NI�> Pavement Within Right of way Existing Pavement MAINTENANCE OF TRAFFIC LEGEND -ROAD CONSTRUCTION SIGN o -DRUM WITH STEADY BURN LIGHTS 0 -ROAD CONSTRUCTION AHEAD (XW20 -1) Oz -END CONSTRUCTION (XG20 -1) � - DIRECTION OF TRAFFIC Z �I V) 46 W W '^_ V J 0 W 0 M LL b- 0 W U z Z W Q M 0 W n D Q Ln • Q0 Z � rOn_ o V � = �� \\`����iti�rrl������ ?A CRo ''% c��' •s� .• ,, GtSTE;Q ..5 F16.•. 0 , • . - f • . r w ' � STATE OF .' .00" � �� %, �oNAL � ��� ����il►i�iti����� f• DATE: 09/16/05 THHIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER . CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. I © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) r- THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01 /05 U DRA14N BY: I� PRC JCC � ENTRANCE PLAN & � � R: \5K \5075 \001 \DWGS \C301 o XREF: 5075001S SHEET NO.: z �z z � z � w a W � w U �U Q w DATE: PROJECT NO.: 08/01 /05 5075.001 DRA14N BY: CHECKED BY: PRC JCC SHEET TITLE: ENTRANCE PLAN & MAINTENANCE OF TRAFFIC PLAN DRAWING FlLES: R: \5K \5075 \001 \DWGS \C301 XRE�r: 00185 XREF: 5075001S SHEET NO.: ALLEN PASS COURT LINE "D" ALLEN PASS COURT e SCALE: 1 ° =30' c3o2 ALLEN PASS COURT LINE "D" LINE "C" ALLEN PASS COURT & GRANDIN HALL CIRCLE r-q` SCALE: 1 " =30' 0302 RUNYON PASS LINE "A" 802.16 TC ` (Xx 801.83 GUT Q STA: 8 +08.05 "A" OFFSET: 15.00 R 801.58 TC 801.25 GUT � 8�4 20 R �` �X 8oi¢2 2g C%) 9-� 0 PV/ Q ,� 0 9-05 IZ Q (798.81 98 00 ZO W Q: rr X 801.23 TC �� / / -N / 800.90 GU STA: �� 20 R pFFSE8 +68.98 „A 5 DO 799.98 TC R O799.6 GIJT x / �� / STA: 1+35.15 "B" •� / .00 L / /� J // 801.00 TC DOS Q / / =GUT DAWN VIEW DRIVE RUNYON PASS & LINE "B" � DAWN VIEW DRIVE-K'1-0 SCALE: 1 " =30' 0302 ®R! 11-1i __j U J U = w z z � 0 Q ry CD 1. ALL STREETS ARE TO BE 30' WIDE, BACK -TO -BACK, AND HAVE A 50' RIGHT -OF -WAY, EXCEPT FOR THE CUL -DE -SAC STREETS, WHICH ARE TO BE 26' WIDE, BACK -TO -BACK, AND HAVE A 44' RIGHT -OF -WAY. 2. ALL CUL -DE -SACS SHALL HAVE A 40' RADIUS TO BACK OF CURB AND A 50' RADIUS RIGHT -OF -WAY. BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (CPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA, STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 - 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) �L TBM i - CUT "X ", N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM " - CUT "X ", N.E. ANCHOR B)LT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT 798.86 TC STA: 10 +4 798753 GUTj^ Cn Cn CL Q PT 7 2 9 +70.48 10 +�00 O z 798.41 798.59 0.62% Z -� JACKIE SPRING COURT LINE "E" 0 o N 4- C�.i � I 798.63 TC STA: 1+35.00 "E" 798 3o GUT OFFSET' 13 00 L JACKIE- SPRING COURT LINE "E" JACKIE SPRING COURT K�4� SCALE: 1 " =30, = �12 15 I 1 V tj N t� 1 +35.00 E" TC SET: 13.00 R X798.30 GUT �j o�- 798.85 TC STA: 15 +94.61 "C" 798.93 TC GUT 798.60 Z W .. � I 2 +00 w cr--- w �, 798.92 TC 798.59 GUT STA: 15- +28.61 "C" 798.83 TC =GUT OFFSET: 15.00 R 20' R C) 0 Z 795.59 TC ,- , ' c T � 00 70-j ���r� G1 Z c-+ o C"I � CD 1/ P1 U Q U w^ 164-00 C4 1+ 15 +61.61 15 +0 -� = z w 0.70 Z Z 798.63 798.82 799.07 Z Q' Z Q rr" CD _ C� CD JACKIE SPRING COURT & GRANDIN HALL CIRCLE 2C302) SCALE: 1 " =30' WOODFIELD BOULEVARD NORTH LINE "G" F7 -99-73-01 TC =GUT Pvi= 10_ ±60- GRANDIN HALL CIRCLE LINE "C" Q), i 39 V. RUNYON PASS & GRANDIN HALL CIRCLE � SCALE: 1 " =30' C3o2 i GRANDIN HALL CIRCLE LINE "C" W L95.39 TC ; 095.06 GUT 795272-)GU7 OFFSET: V15.00 795.74 TC 1 T 795.32 TC `, 794.99 GUT 34 PV1 CL /CL _ 1+15 1+00 795.57 � LC) L n N CV �I 20' R -� L5:721TC =GUT A . r r- .^ n n n" °+�� WOODFIELD BOULEVARD NORTH LINE "G" DO H CRESCENT DRIVE & WOODFIELD BOULEVARD NORTH � SCALE: 1 " =30' �11 J U U Q +00 CD Z Z J 799.16 z Q TIMWINDY COURT LINE "F" TIMWINDY C 0889 �x0 ;�/ 1"=30' TIMWINDY COURT LI N E "F" 1 C302 22 23 799.63 TC =GUT �I 43 ���� �\ ���A 24 -�- GRANDIN HALL CIRCLE 33 LINE 'C TIMWINDY COURT & GRANDIN HALL CIRCLE (`2 SCALE: 1 " =30' �12 W � � U U r� orf 0.70% �- CL/CL - -PVI 0 6 0 U 4 +00 5 +00 6 + . W = z797.20 j O 796.506 W 795.84 Z Z Z N + -- o N z Z LCD � Q C� + -U 796.80 TC STA: 4 +56.60 "C" / 20' R-/ STA: 5 +26.60 "C" 796.33 TC =GUT OFFSET: 15.00 R 796.41 TC I 20' R OFFSET: 15.00 R 796.00 GUT 796.08 GUT „ 796.63 TC , 796.11 TC STA: 1+35.00 G =GUT 795.78 GUT OFFSET: 15.00 R STA: 1 +35.00 "G" 796.11 TC OFFSET: 15.00 L =GUT 36 30 WOODFIELD BOULEVARD NORTH LINE "G" GRANDIN HALL CIRCLE & WOODFIELD BOULEVARD NORTH tl3 SCALE: 1 " =30' C3o2 N 0 rn a 5 J Q W 0 w CD co 0 o z Z-n U >� w� `. N0. 920350 STATE OF . ....... O %NAt F. C. DATE: 09/16/05,� THIS DRAWING AND THE IDEAb", DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z W .. z V) = 2 +00 w cr--- w 4- - U Z_ 784.83 C) 0 Z 795.59 TC 795.06 GUT d 795272-)GU7 OFFSET: V15.00 795.74 TC 1 T 795.32 TC `, 794.99 GUT 34 PV1 CL /CL _ 1+15 1+00 795.57 � LC) L n N CV �I 20' R -� L5:721TC =GUT A . r r- .^ n n n" °+�� WOODFIELD BOULEVARD NORTH LINE "G" DO H CRESCENT DRIVE & WOODFIELD BOULEVARD NORTH � SCALE: 1 " =30' �11 J U U Q +00 CD Z Z J 799.16 z Q TIMWINDY COURT LINE "F" TIMWINDY C 0889 �x0 ;�/ 1"=30' TIMWINDY COURT LI N E "F" 1 C302 22 23 799.63 TC =GUT �I 43 ���� �\ ���A 24 -�- GRANDIN HALL CIRCLE 33 LINE 'C TIMWINDY COURT & GRANDIN HALL CIRCLE (`2 SCALE: 1 " =30' �12 W � � U U r� orf 0.70% �- CL/CL - -PVI 0 6 0 U 4 +00 5 +00 6 + . W = z797.20 j O 796.506 W 795.84 Z Z Z N + -- o N z Z LCD � Q C� + -U 796.80 TC STA: 4 +56.60 "C" / 20' R-/ STA: 5 +26.60 "C" 796.33 TC =GUT OFFSET: 15.00 R 796.41 TC I 20' R OFFSET: 15.00 R 796.00 GUT 796.08 GUT „ 796.63 TC , 796.11 TC STA: 1+35.00 G =GUT 795.78 GUT OFFSET: 15.00 R STA: 1 +35.00 "G" 796.11 TC OFFSET: 15.00 L =GUT 36 30 WOODFIELD BOULEVARD NORTH LINE "G" GRANDIN HALL CIRCLE & WOODFIELD BOULEVARD NORTH tl3 SCALE: 1 " =30' C3o2 N 0 rn a 5 J Q W 0 w CD co 0 o z Z-n U >� w� `. N0. 920350 STATE OF . ....... O %NAt F. C. DATE: 09/16/05,� THIS DRAWING AND THE IDEAb", DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering XREF: 5075001S XREF: R: \5K \5075 \002 \DVJGS \002BS SHEET NO.: T-,j57 z C) d G1 Z Q o Q w XREF: 5075001S XREF: R: \5K \5075 \002 \DVJGS \002BS SHEET NO.: T-,j57 146TH STREET HOLEY MOLEY SAYS "DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -55" CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I 1 NMMOOMM :� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 — 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 — CUT "X ', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 — CUT "X ', N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. NIII (2 REQ.) OOO END OF ROAD 0 z J J Ln z N 0 0 tn cn -z'- o_o Cn V >� w� 0. 920350 =?� STATE OF /ONAL r e-, �r DATE: 09/16/05�r THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 45 I 44 I Gy 43 COMMON AREA "E" 40 41 42 / HOLEY MOLEY SAYS "DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -55" CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I 1 NMMOOMM :� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 — 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 — CUT "X ', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 — CUT "X ', N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. NIII (2 REQ.) OOO END OF ROAD 0 z J J Ln z N 0 0 tn cn -z'- o_o Cn V >� w� 0. 920350 =?� STATE OF /ONAL r e-, �r DATE: 09/16/05�r THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C303 XREF: 001BS XREF: 5075001S XREF: R: \5075 \002 \DWGS \002BS SHEET NO.: (C303 E . �---� O :ni � Two � U 0-4 � � U V 1 Q �J w E "+ w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C303 XREF: 001BS XREF: 5075001S XREF: R: \5075 \002 \DWGS \002BS SHEET NO.: (C303 _M. . I I I II III I 111 II I ��/ / �� r i � I I I II III I�I!I II o� 7-4 I I I II I II r I� II I II °° 111 1,411111 I II III `Imlllll I I I 11 III ICl/111 I IF II 111 N m I II III I III !i I ^J + m 1 0 C� W I<111 � n I II III I III II I � I I I II III I III II I ' , ' � I j I I l 1 I I I I I I I tj w I LO CJ� �D 7-1 I I 00rW 00 I r C4 N D I I I I 815 WOODFIELD BOULEVARD NORTH LINE "G" ° Csl +� Z M r D o rn CA + O U' r D 09 W , THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. 4- I I Jr CD D t � L m Q' 4-_ C-pi ! ALLEN PASS COURT LINE "D" - w w Z IiF�1 N rn + r n 00 v CO r D � I V l 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. m C) rn l �► C!l I -�. z�l Description Oil I I b II 1 D f \ If, i DRAINAGE EASEMENT OF THE LOT, WHICHEVER I� GREATER, C802 C802 3 2 Service Connection for Shallow Sewer Wye & Lateral Capping Detail I I I II III I 111 II I ��/ / �� r i � I I I II III I�I!I II o� 7-4 I I I II I II r I� II I II °° 111 1,411111 I II III `Imlllll I I I 11 III ICl/111 I IF II 111 N m I II III I III !i I ^J + m 1 0 C� W I<111 � n I II III I III II I � I I I II III I III II I ' , ' � I j I I l 1 I I I I I I I tj w I LO CJ� �D 7-1 I I 00rW 00 I r C4 N D I I I I 815 WOODFIELD BOULEVARD NORTH LINE "G" ° Csl +� Z M r D o rn CA + O U' r D 09 W , THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. 4- I I Jr CD D t � L m Q' 4-_ C-pi ! ALLEN PASS COURT LINE "D" - w w Z IiF�1 N rn + r n 00 v CO r D � I V l 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. ZE 1 71 I — — +i HOLEY MOLEY SAYS "DON'T III �I; I — — — — — — — — — — — — — — — Q! I lI! Iii I ,I� ,� I I DIG I I I ��- I I I I BLIND" 8. .l► I I ( I , � I � �� -D! I l i � r 0 i ! i D IT'S THE LAW" 'I II I I I / I CALL 2 WORKI NG DAYS BEFORE YOU DIG III II { I II ! -- -- ------------ - --- -= -� JACKIE SPRING COURT -i f- �'+ I — ----- _- -- - - -- LINE , »E» A SANITARY SEWER PLAN 4 I 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. \�� I IT IS AGAINST THE LAW TO EXCAVATE \� ( LOCATION ON NSERVICE D TWO (2) WORKING w `t DAYS BEFORE COMMENCING WORK. I I LU ro 810 1 of 'LLj En Ln - - - _ - - ^ -- - -- -- - -- _ - _ _ - - -- - _ - -- - - -- w-- - - - - -- - - - - - -- - - - -- - - -- _z cry- .. - -- Z in N 00 (/7 `p i O r--: CO CD z�� O QO ! N 00 (- V) N O r": G� r- O: 805 �-�-� NNE Cdr- ��� -� ��zo > cD d= 0 0 s� w -- 00 .6 r- r- � cfl I� r— Of C.3 » cr, i F- Z Z 00 I-- CD N0)ZZCD cnI� ZZZ ZZZ � 00 Z 800 w cu'- CI / -- d- f�j Z -- --- -- - - -- - W Z O r— / / - - - ---- -- - - -- - -- - ---- cn►-zz CO z / 795 / ---------------------------------------------------------- a - - - -- ----- -- - - -- U 0 790 1 -H z CONCRETE ^.4 % 181' 0.45% 8 "PVC SDR -35 1 CRADLE 8 PVC SDR -35 D � REQUIRED � 8 "PVC SDR -35 138' 0.45 8 "PVC SDR -35 785 1 210 0.45% 8 PVC — - -- - -- --------------------------------------------___------------------ �----------- - - - - -- 210' 0.45% 8 "PVC SDR -35 263' 0.45 - - -- — - - -- VISION SANITARY SEINER PROFILE �— 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT Number Description 1 LATERAL EXTENSION CONNECTED T 0 THE WYE, OR EXTEND TO THE UTILITY AND Precast Reinforced Concrete Manhole \ 5 DRAINAGE EASEMENT OF THE LOT, WHICHEVER I� GREATER, C802 C802 3 2 Service Connection for Shallow Sewer Wye & Lateral Capping Detail BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN XREF: R: \5K \5076 \001 \DWGS \5076001S CD + �' I FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE �N END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS O I I OTHERWISE NOTED. z w CA I--i F -i t oo 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL � EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN — I � NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) w Q FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. ZE 1 71 I — — +i HOLEY MOLEY SAYS "DON'T III �I; I — — — — — — — — — — — — — — — Q! I lI! Iii I ,I� ,� I I DIG I I I ��- I I I I BLIND" 8. .l► I I ( I , � I � �� -D! I l i � r 0 i ! i D IT'S THE LAW" 'I II I I I / I CALL 2 WORKI NG DAYS BEFORE YOU DIG III II { I II ! -- -- ------------ - --- -= -� JACKIE SPRING COURT -i f- �'+ I — ----- _- -- - - -- LINE , »E» A SANITARY SEWER PLAN 4 I 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. \�� I IT IS AGAINST THE LAW TO EXCAVATE \� ( LOCATION ON NSERVICE D TWO (2) WORKING w `t DAYS BEFORE COMMENCING WORK. I I LU ro 810 1 of 'LLj En Ln - - - _ - - ^ -- - -- -- - -- _ - _ _ - - -- - _ - -- - - -- w-- - - - - -- - - - - - -- - - - -- - - -- _z cry- .. - -- Z in N 00 (/7 `p i O r--: CO CD z�� O QO ! N 00 (- V) N O r": G� r- O: 805 �-�-� NNE Cdr- ��� -� ��zo > cD d= 0 0 s� w -- 00 .6 r- r- � cfl I� r— Of C.3 » cr, i F- Z Z 00 I-- CD N0)ZZCD cnI� ZZZ ZZZ � 00 Z 800 w cu'- CI / -- d- f�j Z -- --- -- - - -- - W Z O r— / / - - - ---- -- - - -- - -- - ---- cn►-zz CO z / 795 / ---------------------------------------------------------- a - - - -- ----- -- - - -- U 0 790 1 -H z CONCRETE ^.4 % 181' 0.45% 8 "PVC SDR -35 1 CRADLE 8 PVC SDR -35 D � REQUIRED � 8 "PVC SDR -35 138' 0.45 8 "PVC SDR -35 785 1 210 0.45% 8 PVC — - -- - -- --------------------------------------------___------------------ �----------- - - - - -- 210' 0.45% 8 "PVC SDR -35 263' 0.45 - - -- — - - -- VISION SANITARY SEINER PROFILE SCALE: 1 " =50' T ,n o CD DO C) aj I.— C:> 0i �I�O C6 - c3 >; Cif � Z — / / / / / / / / -1 1 n z CONCRETE CRADLE REQUIRED 306' 0.45% �— Sheet Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 3 2 Service Connection for Shallow Sewer Wye & Lateral Capping Detail XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C40n O F� z SCALE: 1 " =50' T ,n o CD DO C) aj I.— C:> 0i �I�O C6 - c3 >; Cif � Z — / / / / / / / / -1 1 n z CONCRETE CRADLE REQUIRED 306' 0.45% 8 "PVC SDR -35 H ORZ.: 1"=50' SCALE.— > VE R T.: 1 =5) �:�►Zilll • II 106 MOD, I I I 79511 IZt�I z w Q z C!7 w U O W CD Z J D � < J_ Z L.� J O Z U Q Cn m C-D� Cn Z Q o z U � z� J O �w CDZ u") 00 U5 0- 5; p w C�Ro�`''' No. O , = 920350 = STATE OF sS/ONAL E���\. DATE: 09/16/05�� THIS DRAWING AND THE IDEAIII DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade 8 "PVC SDR -35 H ORZ.: 1"=50' SCALE.— > VE R T.: 1 =5) �:�►Zilll • II 106 MOD, I I I 79511 IZt�I z w Q z C!7 w U O W CD Z J D � < J_ Z L.� J O Z U Q Cn m C-D� Cn Z Q o z U � z� J O �w CDZ u") 00 U5 0- 5; p w C�Ro�`''' No. O , = 920350 = STATE OF sS/ONAL E���\. DATE: 09/16/05�� THIS DRAWING AND THE IDEAIII DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 ti DRAWN BY: CHECKED BY: DRP JCC 1� SANITARY SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C401 XREF: R:\5K\5075\001\DWGS\SANITARY XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C40n O � z w z I--i F -i � � w Q Q M DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C401 XREF: R:\5K\5075\001\DWGS\SANITARY XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C40n \ / X \ \ OX \ / \ cS - \ ol _ -- -- \ \ � l (i�! \ / / \ \\ �� \ \ ,�''`�� ��' / / / / HOLEY HOLEY SAYS / / / DON'T DIG E:3►�i; 815 I af 810 LO Cn (n a- a_ 795 790 785 WON BILIND tJ 4� �F �v F Ox � "X z � cD �°nor--:o� n 00 �ZU of IU> C/O \ / In IT' S THE LAW" CALL 2 WORKING' DAYS BEFORE YOU DIG \ \ 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOIlFYNG THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COtviMENCiNG Yti'CRK. SANITARY SEWER PLAN Ln i I 00 W 00 91-eet Detail Number 805 CIO 1 o Q Lc7 C802 CO- co CIO Sanitary Sewer Bedding Detail � N Z Z 0 0 U (C 4n�U U > j > CnF_:ZZZ 800 Ln 795 790 785 WON BILIND tJ 4� �F �v F Ox � "X z � cD �°nor--:o� n 00 �ZU of IU> C/O \ / In IT' S THE LAW" CALL 2 WORKING' DAYS BEFORE YOU DIG \ \ 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOIlFYNG THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COtviMENCiNG Yti'CRK. SANITARY SEWER PLAN Ln i - - -- -- - - - - - -- ------ -- - - - - -- oo - - - -- -- - - - - - -- - - - -- - - - - - -- ,, CONCRETE -- --- - - -_ -- CRADLE --- - - -_ -- _ _ -- REQUIRED 387' 0.45% CONCRETE CRADLE REQUIRED 283' 0.45% 8 "PVC SDR -35 189, 0.45% 157' 0.45% 8 "PVC SDR -35 8 "PVC SDR -35 SANITARY SEWER PROFILE - - 8'RPVG- -SDR 1'ZA1_. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. Existing Grade 91-eet Detail Number Description C802 1 Precast Reinforced Concrete Manhole C802 1 5 Sanitary Sewer Bedding Detail C802 C802 3 2 Service Connection for Shallow Sewer Wye & Lateral Capping Detail 0 0 SHEET NO.: (C 4n�U U Ln 0- 810 — —� - - -- 7--00 Cn rn 0021-100 o rn o cD M � � r- 116 `-ooCD o�csic CO DO CO co 805 �`�° �� � °I00 o �jj Z CD Of C > >> U > > -H -H U C- 6- r` N > > .— z N Z - - -- -- - - - - - -- ------ -- - - - - -- oo - - - -- -- - - - - - -- - - - -- - - - - - -- ,, CONCRETE -- --- - - -_ -- CRADLE --- - - -_ -- _ _ -- REQUIRED 387' 0.45% CONCRETE CRADLE REQUIRED 283' 0.45% 8 "PVC SDR -35 189, 0.45% 157' 0.45% 8 "PVC SDR -35 8 "PVC SDR -35 SANITARY SEWER PROFILE - - 8'RPVG- -SDR 1'ZA1_. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. SCALE: 1 " =50' Existing Grade 91-eet Detail Number Description C802 1 Precast Reinforced Concrete Manhole C802 1 5 Sanitary Sewer Bedding Detail C802 C802 3 2 Service Connection for Shallow Sewer Wye & Lateral Capping Detail 0 0 SHEET NO.: (C 4n�U V Ln 0- 810 — —� - - -- SCALE: 1 " =50' 251' -------------------------------- -- - - - - -- — - - - -- - 795 0.45% CONCRETE CRADLE REQUIRED Existing Grade U Ln 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN I I XREF: R:\5K\5075\001\DWGS\SANITARY XREF: R: \5K \5075 \001 \DWGS \001BS Q 0 0 SHEET NO.: (C 4n�U V Ln 0- 810 — —� - - -- rn 0021-100 o rn o cD M � � r- 116 `-ooCD Cn QjF-- Cn�z ° 805 �`�° U > W 11L �jj 251' -------------------------------- -- - - - - -- — - - - -- - 795 0.45% CONCRETE CRADLE REQUIRED U � D! O > 8 "PVC SDR -35 HORZ.: 1" 50' SCALE:- > VERT.: 1 =5 Aso 785 Z J J tL U Q M Q J Z Q c� C) w 0 Z Z w a Z w U N ow Z J < LO CID Z rn oCD � o w �,o No. = 920350-� ?� STATE OF 0 tolloi. DATE: 09/16/05 THIS DRAWING AND THE IDE4, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) �I i • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade U � D! O > 8 "PVC SDR -35 HORZ.: 1" 50' SCALE:- > VERT.: 1 =5 Aso 785 Z J J tL U Q M Q J Z Q c� C) w 0 Z Z w a Z w U N ow Z J < LO CID Z rn oCD � o w �,o No. = 920350-� ?� STATE OF 0 tolloi. DATE: 09/16/05 THIS DRAWING AND THE IDE4, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) �I i • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08101105 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5075 \O01 \DWGS \C401 XREF: R:\5K\5075\001\DWGS\SANITARY XREF: R: \5K \5075 \001 \DWGS \001BS Q XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C 4n�U V CDz w f-� � � w Q w W 11L �jj DATE: PROJECT NO.: 08101105 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5075 \O01 \DWGS \C401 XREF: R:\5K\5075\001\DWGS\SANITARY XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C 4n�U 35 i / WYE & LAT. I WYE & LAT. WYE & LAT. / 3 +08 I 2 +13 1 +19 16 / I - -- ----- - - - - -- - - -_ - - - -- - RANDOLPH CRESCENT DRIVE LINE ;,H„ ______ ______ --- - - - - -- -- - - - - -- � T 1 I I I i 1 1 I 34 WYE & LAT. I WYE &L AT. WYE & LAT. 1 3 +47 I I 1 +14 I 1 I I I I I I 1 I 1 I I I II 820 815_ 810 W Ln C6 O co O Uj�Z oI w � � w C:)Z m J w ti 0 O CD C 31 WYE &LAT. 0 +78 32 WYE & LAT. 1 +93 � I � I � 33 I I WYE & LAT. 0 +98 I I I I I I I I I I I I � I r r 790 785 780 r 400' 8 "PVC SDR -35 Lr) L0 N-) rr7 V) cr) Q_ CL 00 � o0 Z Z p U > > > n THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. O LLJ Sheet 800 Description P C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail M 3 2 � a O 00000 O E-+ Z co p oo CD 795 _ — Of >» CD 790 785 780 r 400' 8 "PVC SDR -35 Lr) L0 N-) rr7 V) cr) Q_ CL 00 � o0 Z Z p U > > > n THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. O �--- Sheet Detail Number Description P C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 3 2 Service Connection for Shallow Sewer Wye & Lateral Capping Detail a O 00000 O E-+ Z p oo CD f` NCY) Of >» (aa ®� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. SANITARY SEWER PLAN I--' w N O r7 CD rn c �i� O �Iv > cn i CC �7 U CL �� N h7 N rn u L -H J tJ W r7 Qi� I I 168' 0.45 8 "PVC SDR -35 212' 0.45 8" PVC PVC SDR -35 CONCRETE CRADLE REQUIRED co Cl- Cd U� C> SANITARY SEWER PROFILE z 8 "PVC SDR -35 Existing Grade New Grade HOLEY MOLEY SAYS DON'T DIG BLIND� "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1"=50' SCALE: HORZ.: VER T.: 1"=5' owelo 3N ;11 795 790 z w Q w U CDw Z J o� QCD _J Z C) J 0 5- Y Z U - Q C-DCY Z Q CnM C) 2-1 U � LJ Z� J CD M �w Q� o ¢Z 0 oC) �75CL >cr_ �° 0\\Xj1IIIrrrr /, 011...CRoS 4�'�STERF 0 _-'0 920350:;x; 13- STATE OF IN /ONAk- E ��rrrrllrl����� r DATE: 09/16/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.710 0 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 08/01/05 V) of U U > > 0_ a- 00 Z 00 DRAWN BY: CHECKED BY: DRP �C� SHEET TITLE: r� DRAWING FILES: R: \5K \5075 \001 \DWGS \C401 00 r� XREF: R: \5K \5075 \002 \DWGS \002BS a O 00000 O E-+ Z p oo CD f` NCY) Of >» CD CD C�1 -ZZZ � P4 Q w w z -H 1.'4- Of LLJ N P4 Q � 0 z 8 "PVC SDR -35 Existing Grade New Grade HOLEY MOLEY SAYS DON'T DIG BLIND� "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1"=50' SCALE: HORZ.: VER T.: 1"=5' owelo 3N ;11 795 790 z w Q w U CDw Z J o� QCD _J Z C) J 0 5- Y Z U - Q C-DCY Z Q CnM C) 2-1 U � LJ Z� J CD M �w Q� o ¢Z 0 oC) �75CL >cr_ �° 0\\Xj1IIIrrrr /, 011...CRoS 4�'�STERF 0 _-'0 920350:;x; 13- STATE OF IN /ONAk- E ��rrrrllrl����� r DATE: 09/16/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.710 0 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 z DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: r� DRAWING FILES: R: \5K \5075 \001 \DWGS \C401 XREF: R: \5K \5075 \001 \DWGS \SANITARY r� XREF: R: \5K \5075 \002 \DWGS \002BS a O E-+ Z CD � P4 Q � w N P4 DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN I DRAWING FILES: R: \5K \5075 \001 \DWGS \C401 XREF: R: \5K \5075 \001 \DWGS \SANITARY XREF: R:\5K\5075\001\DWGS\001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S N N N Cn I.i O Cn Z Cn D Q ..O Z o O Cn a. W \�X%11►111111I / / /// �G0�1 .ROSS %�i'. No. 920350.� O - STATE OF ZONAL ////lull►►►►` DATE: 09/16/05f�. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC �w STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWGS \STORM XREF: R:\5K\5075\001\DWGS\001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C CD I ul" I I O E � Q h ^^mil F� z Z w ^^� h�l z � � � w Q C w Q U) DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWGS \STORM XREF: R:\5K\5075\001\DWGS\001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C CD I ul" I I r� 0— ©---- Sheet Detail Number Description C802 8 Bedding Detail — Reinforced Concrete Pipe (RCP) C802 C802 7 6 Roll Curb Inlet Detail Beehive Inlet Detail C802 12 Storm Manhole Detail C802 11 Precast Concrete End Section C802 14 RiDRap Detail @ End Section O Q z W Q Z CRoS �• "6\STEReO No. 920350_ STATE OF = �NDIANP 7ONA� DATE: 09/16/05,, THIS DRAWING AND THE IDEA,", DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 z DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWG5\ST0RM r—� XREF: R: \5K \5075 \002 \DWGS \002BS O SHEET NO.: E--4 O Q z W Q Z v wj U Q Q w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWG5\ST0RM XREF: RA5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: 0 U I- C/) Q N U) (!) U- 0 O FN- W Z Z � — C/7 U Q Z 0 O �2 t= � U O J M H to F Q N tn CD Cn \ Z rn O o W CR �'.�G\STE/Fo. •� N0. 920350 �� STATE OF /NDIANP ���rrrlli►���` DATE: 09/16/05 THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 U DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWGS \ST0RM XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S � C(5(0)3 O Q Q z Z W � z � � w Q � w Q H w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWGS \ST0RM XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C(5(0)3 z 166 Is r 11825 • /j I :11 1795 1790 - w Sheet SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL CV) -- _ rn 815 — moo � STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH W Z.r -R -3 46TH STREET 00 REFERENCE STATION (COBS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS l / I POINT #200 — 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER -- �CXDo RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE = W � U > TBM 1 — CUT "X ', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF Cn THE BACK OF CURB OF 146TH ST., 200' NiEST OF E. PROPERTY LINE 810 ELEVATION = 795.85 FT TBM 2 — CUT "X ", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST HOLEY MOLEY SAYS ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER c c DON'T I :11 1795 1790 - BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS Sheet SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL CV) -- POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL - _. _ ,.a,�..ass. — (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA � STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH W Z.r -R -3 46TH STREET W REFERENCE STATION (COBS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS l / I POINT #200 — 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER -- - -- RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE = W r .•• ..�''i co TBM 1 — CUT "X ', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF I THE BACK OF CURB OF 146TH ST., 200' NiEST OF E. PROPERTY LINE � ELEVATION = 795.85 FT TBM 2 — CUT "X ", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST HOLEY MOLEY SAYS ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER c c DON'T ELEVATION = 802.98 FT DIG o BLIND" CDC LLJ m '-a.M W CO O M N —�O ro � i — ( I O� ���F- pt j ���r-� / - - - --' \ I / \ m�rnrn� ���� � '- a> �CD6 L� r` 1 o ai CO C U) r-) -t- M oo U_ I rn co cnc°��~ r\zCD �zO t`ZZCD cn� - �- �� M0000°O �a -- — -- -- - - - - - -- — -- -- - - , _ - - - - - -- Z - - - i� -- - - -- -- -- - -- - -- l »> - U - - - - -- - - -- - - -- -- - - -- - -- - - - -- - -- - - r,3 I ��ZZO � T- -� m- - -- - -- r< 3 549. 157 6 1 1 12 13 THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. ..._ I 4 i ;'; 14 ,' 165 1 I I i Ili , ;;I I 1 1 • 7 I I r 18 164 , �'ti r' I ! I' 1 l I I I �, 163 1 X, C15 3 r 162 I I / / I 161 I - � I I I I i l i 1il Q W il' l i I / 3 / I I I II r Via' C.D 1 I° 1 II r;i c? _-� h► I I� I I z, (l) I I I i; ili,r !I I I I � ! z 9 10 �I,I �' 15 16 17 'T 1 I 1 I I I !I li rf� Ijl 11 i 1 i 2 I7 J 159 - --- - -- - -- - -- - -�__ - -- - - - - -- - -- -- - = = - -- - -- - - - - - -- T I GRANDIN HALL CIRCLE 152 �Q\� rG� _ - - -- ----- - - - - -- - -- - - -- - - - - - - - - - - - - - - - I — -- — _ — _ - - - -- LINE �,C» -- 151 - ``� r � W' 1�! � ._�.i -4,1 �7_ - -�— — — — — --- — — — — — — — — — — — — — \ \\ \\ \ \`V,_ c — — 160 \ AA STORM SEWER PLAN RCP Z U5 M N � N N N t` :Cn LnM07 cc 1�� CD 30' 3.50% 15 "RCP Lij � w M � cfl rrj � F--- '- O Z Co z O i w M OD --1-0000 Div, - » I U„ � c> �zz imill M_' 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES � i V= 4 , "A. 0 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LLJ - -- -z BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS Sheet SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL CV) -- POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL - GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE — (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA W STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH W AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING W REFERENCE STATION (COBS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS l / J r- W L POINT #200 — 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER -- - -- RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE = W ELEVATION = 795.41 FT (NAD83) co TBM 1 — CUT "X ', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF M � O) O`- T THE BACK OF CURB OF 146TH ST., 200' NiEST OF E. PROPERTY LINE sue^ �� ELEVATION = 795.85 FT TBM 2 — CUT "X ", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST HOLEY MOLEY SAYS ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER c c DON'T ELEVATION = 802.98 FT DIG o BLIND" CDC "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LLJ - -- -z « - - Sheet - - CV) -- -- - - -Z-- -- - — - -- -- - -- -- - - -- - - - - - - -- - - -- - �� - - - - - - -- - - - -- - - -- - - - -'- - -- -- -- W — 6 W ? W W Z W Z W W J r- W L — - - - — -- - -- — - = W O m OC'� � co EE w M � O) O`- T w� ! � 2 sue^ �� z W z W z � Z Nei o f_° �f7ap1- CDC LLJ m '-a.M W CO O M N —�O ro � i — — = `i..1 W O� ���F- pt j ���r-� / - - - --' \ Cnl- �w \ m�rnrn� ���� � '- a> �CD6 L� r` 1 o ai CO C U) r-) -t- M oo U_ rn U rn co cnc°��~ r\zCD �zO t`ZZCD cn� - �- �� M0000°O �a -- — -- -- - - - - - -- — -- -- - - , _ - - - - - -- Z - - - i� -- - - -- -- -- - -- - -- l »> - U - - - - -- - - -- - - -- -- - - -- - -- - - - -- - -- - - r,3 I ��ZZO � T- -� m- - -- - -- r< �0 _ _M LO � � Z _ - V~F-1 Z V) (% I, Z: °f-'z0 �CU _ -- - - - - -- - _ (n�- ��ZZZ ~UZ ~UZZ O \ _ I Z j co 1 I I _ I !3 60' I ,�- CONCRETE CRADLE �5 RCP 7 0 0 0 .. REQUIRED 35� Z4 168' 0.20 ,: ... 24 RCP 26 127 0.25% 24 RCP " ------ — — 0.20 - -- -- — - - -_ - - RCS - - - -- - - - -- - -- - - -- -- - - - -- — CONCRETE—' " 24 "RCP , CRADLE o 24 RCP 2b 127' 0.15% 30 "RCP 0.76% REQUIRED °' „ � 24 RCP CO2!: STORM SEWER PROFILE J 30' 1.00% 12 "RCP • 0.91% -- 12 "RCP Existing Grade New Grade SCALE: 1 " =50' 825 3�7 �� 1p Sheet N tuber Description C802 C802 8 7 Bedding Detail — Reinforced Concrete Pipe (RCP) Roll Curb Inlet Detail C802 6 Beehive Inlet Detail C802 12 Storm Manhole Detail C802 11 Precast Concrete End Section C802 14 1 RipRap Detail © End Section co 00 Cl� LU oN M Lli a'�CD w SCALE: 1 " =50' 825 3�7 226' 12"RCP 1,34% HORZ.: 1"=50'- SCALE: »_ -- VE R T.. 1 5 795 �R� J (n UjZ O CU w� M N Q � CD ZLO o cO W to Qco 0 �Lo co z*:: CO r*x 1�� 1n V) <D o� 5 w> w cc: z LO CD 00 > w o URO ,.. �\STCfF" No. 920350) �` ?� STATE OF �� -�` i \ "/;SS/ONAL DATE: 09/16/05 THIS DRAWING AND THE IDEA,, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 08/01/05 5075.001 Z CHECKED BY: I 810_ J w DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 w N Z N Z XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R:\5K\5076\001\DWGS\5076001S SHEET NO.: W Q co 00 Cl� LU oN M Lli a'�CD w cp CD CD M m Q� �rZZD o f_° �f7ap1- r� 0 Q Cn pt j P4 / - - - --' \ Cnl- z \ 800 226' 12"RCP 1,34% HORZ.: 1"=50'- SCALE: »_ -- VE R T.. 1 5 795 �R� J (n UjZ O CU w� M N Q � CD ZLO o cO W to Qco 0 �Lo co z*:: CO r*x 1�� 1n V) <D o� 5 w> w cc: z LO CD 00 > w o URO ,.. �\STCfF" No. 920350) �` ?� STATE OF �� -�` i \ "/;SS/ONAL DATE: 09/16/05 THIS DRAWING AND THE IDEA,, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC �w STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWGS \STORM XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R:\5K\5076\001\DWGS\5076001S SHEET NO.: W Q E Q U o Q P4 Q W DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C601 XREF: R: \5K \5075 \001 \DWGS \STORM XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R:\5K\5076\001\DWGS\5076001S SHEET NO.: (CfD(04 C" L LL 0 z 0 r-j N W N U- C) WCL' Z W a_ CL U Z f- C/7 X W Q LC7 0 (n � z O C./) CL 5:M W No. 920350 '�O- STATE OF �= 5. !VpIANP..... DATE: 09/16/05 THIS DRAWING AND THE IDEA,6/, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering i r L C L v v T 3 n T 3 7 J 7 L 7 � f� O E-4 Q z W z V 1 W w Q W i r L C L v v T 3 n T 3 7 J 7 L 7 M 7 ----------- - . ... . . . 4 ... ;J .H;�. . . . . . . . . . . . . . . . . . . . 1 14 I�r -� STREE .8-N12", TAPPING EXISTING WATERMAIN. !k - . - - TEE & VALVE ............ . .. . .� �` ri - -- •--- --- - -- - - -- ... "`-: - 'a =' -- -- >- ��,.......H.,,,....._ < i� -•4.. , - _rr- _. .. _ - . . . . . . . . . . _ . . . . . . . . . . . . . — /" � 14 . r r 1 -I r {t „r _ . .' r- . .♦., .., • ,..:. w_ -.: C!. � fit,.. �: -... S :Y •.. - R .. ,. y�.(t "k, - , e _ y i. < -,. .... _ _Y s. . :.r ..,_, >. 4 m I ! _ ... .,.....- ....__.. rm. a.. � r. . .. �� .. w- .. >. ..� ,+"� .�X'. � - „'.-r r';r , -.. �:� �...- ...c.,. •t.. 1".._. __ _.�:41_r,.:�,_ .- .....�_,.,11:z._ �..._.w z.: �«. .. -si ' .. ., Yx' .. -X- r. � �,... -s.r e r .a-.sf_.. F:. .i. ... .r . - fix^•; � d: ,.,k•., �'. . �.--� _��_5.._re:��i�'zt'.���3?Y,+t�i rt ,-I �=. �, ��. �a- aasy- � "`�3rtwt.:�._,;:�c ?ir�'�t.�r.�. v >,. l � EXISTING -�- , ,..�._ -�.� - - - _ • - 1 \ I c_..'.�y'crC!>+1.>: e- L....n., �r m.c.:it�!- .�i3._. ^�+¢:_f.c..i�.ak.�.� l — FIRE HYDRANT — — — ,_._._,�,_ ►' ------------- - - - - -- - - -- _— —__ -- — - - -- . -- — EXISTING WATERMAIN -- EXISTING EXISTING— �r » ----------------- - - - - -- FIRE HYDRANT - - - - -- - FIRE HYDRANT COMMON AREA C - - - - - - - I f COMMON AREA A ,/ I j 5 6 1 1 13 12 1 1 19 I I 4- + / I i FIRE HYDRANT FIRE HYDRANT X 20 ti ti , FIRE HYDRANT / u rl3 1 I I i I � / , ► I I I A 4 8 " WATERM 1 14 7 18 1711 C) C 21 I / r I I ( I Lt I / / I - ----- - - - - -- l I �.0 I -- - - - - -- ,�, o i I I 6" WATERMAIN Ii w I { { 6 WATERMAIN-- ( -- - - - - -- ro ► I ,�- , I I ��,� , I I , I +j r� COM ON AREA "B” 1 ; ° 8 1 1 i I ' i ! ! '� I w ; ► I 9 i ® , w 15 16 17 I 22 I I I I I 6" WATERMAIN � ' ► I I I I � I � ► ► I M ; ; j 6" VALVE -J- I I I ! 6" VALVE WATER SERVICE LINES , + 7 STUBS SHALL BE MARKED--,,,,,, fi" VALVE WITH A 6' PIECE OF PVC \� �� _ - - - -- - - -- -- -- - - - -- - - - - -- -- - - -- - -- - - - -- - - - - - - -- - -- r PIPE TYPICAL - - - / r � �'� `F�GL -- GRANDIN H LL CIRCLE r I I ��y� - - - 23 I I -Pkop �� - -- - -- - -- __ - - - -- - - -- - - - - - - -- -- - - - - -- LI IE -C -- -- -- -- - - - - -- \ � X - — � �,o�O 9 ` I ' I FIRE HYDRANT 8" VALVE I 8" WATERMAIN 8" WATERMAIN TEMPORARY 8" VALVE FIRE HYDRANT RUNYON PASS LINE "A" -------- ------ - - - - -- C. A. MATCH LINE n: IF^., 's: '�,'�"T",c;€. h- rrrth'�°'- s.... -c•-- - tu-e -� -- n _ ..i_ r _ 1 _ i, /-�_ _.� r•.y.. 1 .te ' s,.._. m- w -a,e: I�a+l • +rlir[ ��tE�,r. ' •d! r sr � SEE SHEET C702 39 w Z ? —� URE SECTION 2 I = GRANDIN HALL NEW SANITARY SEWER EXISTING SANITARY SEWER -t- — NEW STORM SEWER EXISTING STORM SEWER EXISTING WATER MAIN w NEW WATER MAIN WITH VALVE AND 1" SERVICE LINE TO EACH LOT NEW FIRE HYDRANT ASSEMBLY W /6" GATE VALVE AND TEE -- --�- -� FIRE HYDRANT MARKER N OTES: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48 ". 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL - THREAD. w NOTES: 3. POSI -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE. 9. ONLY MUELLER HYDRANTS WILL BE INSTALLED. 10. "THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS" EXCEPT CURB INLETS. ,f "FIRE HYDRANT 8" VALVE 8" X 6" TEE 8" WATERMAIN �--8" VALVE 8" WATERMAIN COMMON AREA "E" I 8" X 6" TEE 8" VALVE 8" WATERMAIN FIRE HYDRANT -J 45 I I 44 s" x s" TEE I I 8" VALVE I I ! ! 43 Nky { I I I I ! I I 42 { I I I I r.._r . -. I HiFf'- ..3aYr�al iT,[I•]W ' �R _ u 4.w r�,i.i� �._ Lt.r..F .L3Y_du...u...ai._,.J �:....;v.vi.__w. . : +_fn.,is.L ,ib,. ..,_r.- re. , :Y_ rnr+- .r. :... , e_...: .: _ t— .k .a i•+„�c.�„.._. _6s, a: . `.u__ .,. .n..�_... . , , . �_ E _Y.. �__.. - . r n e_ ...,_ . :.. ..-_ . �... Inc ....i..., . L... r., ,v r_..z .5 ...31�a.i y1 ca.a._ a .._ . � ..._. } ...•a.: _ :_.u.. _ ..,:'a. . . .a 5lafts1 . -N .- ., . �i .:, h : - s � •�' F•� , i' .r . + 3�'� r 8" .W. A_T.. E, R MAN 40 41 Cl✓ ..� zz= & .- y . ., Q,9 8" WATERMAIN FIRE HYDR FIRE HYDRANT - - J ANT 8 " VALVE '`� �F - - - - - - -- - - -- - - - - -- - -- -- -- - -- - - - - -- - - - - - - -- - -- - - - -- - -- ' -- - _ - - - -- - - -- - -- - -- GRANDIN HALL ICIRCqE BM - THE HORIZONTAL AND 'VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (LAGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHO''NN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (COBS) ADJUSTkM.ENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X ", S. BONNET BOI T. FIRE HYDRANT 30 FEET NORTH, OF THE SOUTH'AlEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT NOTE: FOR WATERMAIN DETAILS SEE SHEET C703. HOLEY MOLEY SAYS "DON'T DIG BLIND In i { � I 24 I I { { l f I I 25 1 { II NrO I I N "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT 0 ATIONNSOERVICE TWO (2) WORKING UNDERGROUND SCALE. 1 =50 DAYS BEFORE COMMENCING WORK. 0 Cn w M O V) 0 w 0 0 Q w O V) J Q O F_ 0 Z W a 00 V) � >O w \\`�,��G��� CRps�.,��� No. 920350:; STATE OF • '��„ +III ► ►��� DATE: 09/16/05 THIS DRAWING AND THE IDEAb, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C701 XREF: 001BS XREF: 5075001S XREF: R: \5K \5075 \002 \DWGS \002BS SHEET NO.: C) O H�1 z w Fri Z � � � w Q � w Q M DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C701 XREF: 001BS XREF: 5075001S XREF: R: \5K \5075 \002 \DWGS \002BS SHEET NO.: C A "t n 8" WATERMAI ' '��� \ ~~ � | ^��� ` 8" WATERMAIN FIRE HYDRANT ii_:\_ — — —_ — — - - L_ — —_ --- —I _. k FIRE HYDRANT—\ 8" VALVE 38 ------------------ 8" VALVE 37 1 1 36 8" WATERMAIN -�<'�FUTURE SECTION GRANDIN HAL�/ 35 � / |0 U-1 RANDOLPH -CRESCENT DRIVE 8" WATERMAIN� 8" VALVE TEMPORARY 8" X 8" TEE FIRE HYDRANT 8- VALVE 8" WATERMAIN- REMOVE EXISTING FIRE HYDRANT, CONNECT TO EXISTING MAIN NOTES: � J. POSI—CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKRLL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 8. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 8' PIECE OF PVC PIPE. 0. ONLY MUELLER HYDRANTS WILL BE INSTALLED. 10. "THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR S|OEWALK3" EXCEPT CURB INLETS. / LLJ � � LINE C ^ _ 30 29 WATER SERVICE LINES 28 FIRE HYDRANT MARKERS TO BE INSTALLED IN STIUB'S SHALL BE MARKED PAVEMENT PERPENDICULAR WITH A 6' PIECE OF PVC TO HYDRANT (TYPICAL) PIPE ('i-YPICAL) LAKE #1 NORMAL POOL ELEV=784.00 100 YEAR ELEV=787.93 BOTTOM ELEV=776.00 COMMON AREA "Fl) Cn co CID CD 1 7V \ � [^�|��TlK|/� LAKE � BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POS11IONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM /CPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY/NGSl UTILIZING TEE|R ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE |ND|ANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1883 NORTH AMERICAN DATUM /NAD83\ UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION /CORS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #2OO ELEVATION = 910.88 FT /NAD83\ TBW 1 — CUT 'Y', N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBlM 2 — CUT "X', S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBIM 3 — CUT "X", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBW 4 — CUT "X". S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT EXISTING L��[�L / \ FOR WATERMAIN DETAILS SEE SHEET C703. HOLEY MOLEY SAYS DON'T DIG BLIND� "IT'S THE —L CALL 2 WORKING DAYS BEFORE YOU 0G 1--800--382.~ / . ~~ | | / u� ^�K� | U | ' �� | | / | / | / LINE ' | | | «Z[[� «�LJ['[�-F y�-7/�1 ~o�—�— SHEET | \� / \� | | U| | | / | / U| n/ | / | U/ CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. ���UK�[� ���[�TU IT � AGAINST THE LAW TO EXCAVATE r\^J^���|V|L�� NORTH | | WITHOUT N011FYING THE UNDERGROUND ��y,�| [^ 1m__��yl^ ��\� LOCATION SERVICE TWO (2) WORKING ~J\���Li—^ | -- DAYS BEFORE COMMENCING WORK. / | | to co CD Cn Uj No. 920350.). DATE: 09/16/05 THIS DRAWING AND THE IDEA DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 Schnei*der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering NEW SANUAKY SEWER 08/01/05 EXISTING SANITARY SEWER --'--'-�+---'-- NEW STORM SEWER -------�------' EXISTING STORM SEWER ------ V ------ EX|3TINQ WATER MAIN w -------' NEW WATER MAIN WITH VALVE | | AND 1" SERVICE LINE TO EACH LOT (C7(D NEW FIRE HYDRANT ASSEMBLY W/G" GATE VALVE AND TEE FIRE HYDRANT MARKER NOTES: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48" 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL—THREAD. NOTES: � J. POSI—CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKRLL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 8. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 8' PIECE OF PVC PIPE. 0. ONLY MUELLER HYDRANTS WILL BE INSTALLED. 10. "THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR S|OEWALK3" EXCEPT CURB INLETS. / LLJ � � LINE C ^ _ 30 29 WATER SERVICE LINES 28 FIRE HYDRANT MARKERS TO BE INSTALLED IN STIUB'S SHALL BE MARKED PAVEMENT PERPENDICULAR WITH A 6' PIECE OF PVC TO HYDRANT (TYPICAL) PIPE ('i-YPICAL) LAKE #1 NORMAL POOL ELEV=784.00 100 YEAR ELEV=787.93 BOTTOM ELEV=776.00 COMMON AREA "Fl) Cn co CID CD 1 7V \ � [^�|��TlK|/� LAKE � BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POS11IONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM /CPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY/NGSl UTILIZING TEE|R ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE |ND|ANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1883 NORTH AMERICAN DATUM /NAD83\ UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION /CORS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #2OO ELEVATION = 910.88 FT /NAD83\ TBW 1 — CUT 'Y', N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBlM 2 — CUT "X', S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBIM 3 — CUT "X", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBW 4 — CUT "X". S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT EXISTING L��[�L / \ FOR WATERMAIN DETAILS SEE SHEET C703. HOLEY MOLEY SAYS DON'T DIG BLIND� "IT'S THE —L CALL 2 WORKING DAYS BEFORE YOU 0G 1--800--382.~ / . ~~ | | / u� ^�K� | U | ' �� | | / | / | / LINE ' | | | «Z[[� «�LJ['[�-F y�-7/�1 ~o�—�— SHEET | \� / \� | | U| | | / | / U| n/ | / | U/ CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. ���UK�[� ���[�TU IT � AGAINST THE LAW TO EXCAVATE r\^J^���|V|L�� NORTH | | WITHOUT N011FYING THE UNDERGROUND ��y,�| [^ 1m__��yl^ ��\� LOCATION SERVICE TWO (2) WORKING ~J\���Li—^ | -- DAYS BEFORE COMMENCING WORK. / | | to co CD Cn Uj No. 920350.). DATE: 09/16/05 THIS DRAWING AND THE IDEA DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 Schnei*der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K\5075\001 \DWGS\C701 SHEET NO.: (C7(D ri DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K\5075\001 \DWGS\C701 SHEET NO.: (C7(D WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -1106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, annealed copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shall be of a composition recommended by the manufacturer of the fittings. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open ini the same direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 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 a stamped "W ", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. For a depth of at least 12 inches above the top of the pipe backfill with earth or granular material free from large stones, roots or frozen clogs. Tamp this backfill thoroughly taking care not to disturb the pipe. Backfill under walks, parking areas, driveways and streets with granular material only and tamp thoroughly, by approved methods. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: 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 or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. Final Backfill Final backfill for water mains and water service laterals under and within 5 —feet of pavement shall be B— Sorrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to net less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the tok 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stooe meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over tl:e installation has a more stringent final backfill requirement, the more stringent requirement shall govern. SAND BACKFILL REQUIRED— TO 12" ABOVE TOP OF PIPE �— DIG OUT EACH JONT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN- INSTALLATION FITTING TO SUIT NOTE: 7,N"JCFCHANICAL t_ BEMDS & FITTINGS AS REQUIRES. (SEE WATER MAIN PLANS) JOINTS NEW MAIN TAPPING SLEEVE & VALVE EXISTING MAIN TYPICAL CONNECTION TYPE "B" TEE TYPICAL UTILITY CROSSING- F MECHA FVE & VALVE 5 UNDER PRESSURE ;-nN(1 MAIN CONNECTION TO EXISTING MAIN RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL STANDARD DETAILS JOINT RESTRAINT TABLE DRAWN BY: DATE: MARCH 2001 SCALE: NOT TO SCALE JONES & HENRY DRAWING NAME: CW10 ENGINEERS, INC. TYPICAL SECTION - HYDRANT & MAIN LOCATION SET TOP FLUS" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' do 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2' WIDE x 1/2" THICK :1�I�:IIZ1 EQUAL REQUIRED -S GATE VALVE AND BOX 3/4'x18° ANCHOR BOLTS (4 REO'D) 97, 5" DIAM. WASANCHOR BLOC CLASS "B" CONCRETE DOWNWARD BEND OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' do 45' BENDS. PLAN •�1 M .. + ° 0 OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. — FOR PLUGS. PLAN SECTION "D —D" NOTE: KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMENSIONS SHOWN IN THIS DETAIL BLOCKING FOR PLUGS & BENDS PRESSURE PIPE JOINT RESTRAINT TABLE OUTSIDE FACE AREA SO. FT. SIZE OF RUN LENGTH OF PIPE TO BE RESTRAINED OUTSIDE FACE AREA (SO. FT.) PLUG 90' BEND 45' BEND 22 1/2' IN EACH DIRECTION FROM 1/4" BEND 20" 16 25 14 7 BASED ON 150 PSI TEST PRESSURE 20° OR 16° 77777= 12 DEGREE OF BEND 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 90', TEE 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' & PLUG 4 7 4 2 1 12" OR LESS 8" 11 3 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22 -1 /2" 3 4' 5' 1 6' 7' 1 8' 9' 1 10' 12' 14' 11 -1 /4" 2' 2' 3' 1 3' 4' 1 4' 1 4' 1 5' 6' 1 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL STANDARD DETAILS JOINT RESTRAINT TABLE DRAWN BY: DATE: MARCH 2001 SCALE: NOT TO SCALE JONES & HENRY DRAWING NAME: CW10 ENGINEERS, INC. TYPICAL SECTION - HYDRANT & MAIN LOCATION SET TOP FLUS" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' do 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2' WIDE x 1/2" THICK :1�I�:IIZ1 EQUAL REQUIRED -S GATE VALVE AND BOX 3/4'x18° ANCHOR BOLTS (4 REO'D) 97, 5" DIAM. WASANCHOR BLOC CLASS "B" CONCRETE DOWNWARD BEND OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' do 45' BENDS. PLAN •�1 M .. + ° 0 OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. — FOR PLUGS. PLAN SECTION "D —D" NOTE: KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMENSIONS SHOWN IN THIS DETAIL BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SO. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) PLUG 90' BEND 45' BEND 22 1/2' 11 1 4' 20" 16 25 14 7 4 20° OR 16° 77777= 12 12 7 16° 12 16 9 5 3 1 " 12' 7 9 5 3 2 10" 11 4 7 4 2 1 12" OR LESS 8" 11 3 5 3 2 1 1' 4 6" 2 3 2 1 1 2 4" [_75 3 2 1 1 DETAIL — CONCRETE BLOCKING J Y U Q m J Q Z Q w 0 a Q J Q W 0 Z O Q J J z Z Q W J Q V O �z w 00 (n V >CL LLJ Ckf __: CROS, No. ' 920350 ' STATE OF ''� /0NA1_ E�G��• DATE: 09/16/05 THIS DRAWING AND THE IDE , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2005) i T1111- 41 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED B PRC U CC SHEET TITLE: WATER DISTRIBUTION DETAILS DRAWING FILES: �--� SHEET NO.: 4 O Z Z wz Q Q w DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED B PRC U CC SHEET TITLE: WATER DISTRIBUTION DETAILS DRAWING FILES: R: \5K \5075 \001 \DWGS \C703 SHEET NO.: Y) J D V L L v 7 V n D V A n b n n n >t n Top Soil IT l\/ Compacted Eockfill % Slope I d /ft. , ti Class °A" Concrete. It •�� Lo G NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE PLACING COQ iCRE II E. Scale: 1 li" = CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) RMSED mr =. .... 10--12 STOP Sign (R1 -1) YEID Sian (R1 -2) - YIELD RI -1 R1 -2 30" x 30" 30" x 30" x 30' SPEED UAIT Signs (R2 -1) r l SPEED RI -4. LIMIT R2-1 " 18 xfi 24'x30 0M 251 RI -3 12`xGo NOTES: 1.) Signs shall be single faced with Engineering Grade reftectedzed sheeting on 0.080" thick aluminum sheet materiai per MOOT Standard Specificatiorns' 912-10. 2.) Posts shall be I1' -D' long, 3 !b /it green painted or galvanized channel sign post per WOOT Standard Specification 909.14. 3.) Al sigh sizes, shapes, colors and material shall meet the Indiana manuci on Unlfcrm Traffic Control Devices. TYPICAL SUBDI\ASION REGULATORY SIGNS };0 SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: STANDARD PLAN RECOMENDED: -'�� r(AU00K touNrY tT+G FA APPROVED• ••• r-%�.: S-1 DATE raulua+ a1u1+n orr�ctoR -_ F e 3 LOS. fr'T. GRIN PAMID OR CALVANIZEO CHANNEL SGM POST PER STMDARD SPECS SEC. 909.14(o) O O O -� T pAkoCrC4 sers Mcrol o O / O O u O / / / ..... .... IIII ........ 091vEr+ OR SET 1.1 I CCMPACTEO BACXFILL NO SC41 1111 . ..:::....:::Ell! NOTES: t. Mine (9) red deflectors ore to be mounted symmetrically on an 18 -inch diamond red panel. 2. Three (3) End --of -Road markers ore to be placed at each location. }Icrkers are to be set evenly ecrass the width of the road. END OF ROAD MARKERS HAMILTON COUNTY HIGHWAY DEPARTMENT , 7ronsverse Join's RrNSED: RECOI�EfdDEO: -- ��1yr- STAN10ARD PLAN X"TUN MIA 221 aA _ cl o APPROVED: �«� Shall Net Exceed PAWt1 WCrtCi OArE f`- 9 cc;� Top Sail ---\ rn Compacted Low Point J 1 NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE.. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: - CITY OF CARMEL STANDARDS CONCRETE ROLL CURB & GUTTER REVISED -- rIGURE 10 -10 ' Earth Or Sidewolk Sumo ce ' f ? i 1 -Concrete Curb Or Curb & GuEter f 1J 18 Woshed Aggregote o PIPE UNDERDRAIN (Typical Instollotions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906,17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1'= 1'4` CITY OF CARMEL STANDARDS SUBSURFACE DRAIN R'SED- --=- -- FIGURE 10 . .. _ ..,f.QjX.r4,jED.. COM91iEl") i�N N 1 ( -4 ur r .-* * 'Y P E fit. ' BA rZ��Elf. � FiHMILIUN I:VUN I Y HIGHWAY DEPARTMENT Fr;,perty L;;,e Ec ck Of Curb �_ 5 )' -0" Min. 11' 5. Graded Lawns f Slope /ft. , Min 3 T ^n Q i f. 4" SidG'r'alk +'� 4" Top op Soil 01 K r r Prepared Subqrode TYPICAL SIDEWALK SECTION NOT TO SCALE * THE SPACE BEHIND THE CURB SHA1L BE FILLED Vr`ilI H SGiTABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED C IN DEPTH. SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRrV SHALL BE COMPACTED IN ACC0RD,*4CE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Lo Tcoled Or Sa'v'ed Joints a Thickness ,. Class "A" Concrete.""--.- 4 Minimum Sidewalk Built With Driveways Shoff Have Minimum Thickness Of p' Or Thickness Of Dnvewoy Which Ever Is Greater. CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED FIGURE 10 -14 3" to 4" 75rnrn TO 100rnm; HIGH LETTER 10 81-E L S Is for Storm '-,ev. 4r i SS is for Sanitary Sey {v', D is for Subsurface jr Base "UrOE1 I '' 1 "v'o du l t C IS f r �! v, t + 1 G IS for Gas V/ is for Vloter 44 i 4 Inch -_ (100 mm) -- NO scA>"� I NOTES: t.. Curti to be stamped at o;l Iezotians where ony of the above crass under u curb. 2. Letter to be stamped prior to ccncrele setting up, whenever possible. I 3. Stomp to be a min'I.murn of 1/2 inch (10mm) deep. I CURB STAMP HAMILTON COUPJTY HIGHWAY DEPARTMrL --N' T I STAt.CnRti PLttl "MN CUM Tf E-1XI,T 8A L 1 APPROVED: C ►u:Q ca�+n oa:itR a►r _._ Adapter Asserrlbly :: Mir.. 6 "x24" Extruded Alurrinum With Doublefn;: Green Reflectorized Eac� Per Stcnderd Specificotic Sec. 912.10 And 4' kCn White Letters With White 3 Ibs /ft. Gc!vanlaed Channel Sian Post Per i. Standard Specificc6ca C C -� 9 C C Sec, 909.1 4(0) 111111 •o •�, 4' 5' o 'oi CON I VE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Z Spacing Between L > � 7ronsverse Join's > >I LL 'A,A! K >. WALK o cl o I Shall Net Exceed O f`- F` 1.25 Times Width Urnp -acted 13--c-Mill V 3" to 4" 75rnrn TO 100rnm; HIGH LETTER 10 81-E L S Is for Storm '-,ev. 4r i SS is for Sanitary Sey {v', D is for Subsurface jr Base "UrOE1 I '' 1 "v'o du l t C IS f r �! v, t + 1 G IS for Gas V/ is for Vloter 44 i 4 Inch -_ (100 mm) -- NO scA>"� I NOTES: t.. Curti to be stamped at o;l Iezotians where ony of the above crass under u curb. 2. Letter to be stamped prior to ccncrele setting up, whenever possible. I 3. Stomp to be a min'I.murn of 1/2 inch (10mm) deep. I CURB STAMP HAMILTON COUPJTY HIGHWAY DEPARTMrL --N' T I STAt.CnRti PLttl "MN CUM Tf E-1XI,T 8A L 1 APPROVED: C ►u:Q ca�+n oa:itR a►r _._ Adapter Asserrlbly :: Mir.. 6 "x24" Extruded Alurrinum With Doublefn;: Green Reflectorized Eac� Per Stcnderd Specificotic Sec. 912.10 And 4' kCn White Letters With White 3 Ibs /ft. Gc!vanlaed Channel Sian Post Per i. Standard Specificc6ca 50' RIGHT OF WAY I -� 9 I I Sec, 909.1 4(0) 111111 t 1', 5' I 4' 2' 1 3' 1 3' 2' 4' 5' 1' w CON I VE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Z J J CONIC, 2' ROLL CURB PROFILE GRADE 2' ROLL CURB I CONC. Q LL 'A,A! K >. WALK Ii� iw . - et `� I Driven Or Set In O l--CD r. e. a. a. •e. •.. •o. ••. •e. •e. •e. •a. _ '';`'��'f' •` •o.• .•e. e.e• .e. .i..i,.i,q.o,.e,. •o.••a. ••e.••o:.'i . ••. •e . i. e.••e.. •' .•o..• •'e.••a..'a..•e..•e.. a.. r.. .... . -. ... •e. •e• U Urnp -acted 13--c-Mill V � w Q 1" #11 HA SURFACE 2" HMA #8 BINDER CITY OF CARMEL STANDARDS STREET NAME SIGNS r � +s,JzL 10-" �r �-1" #11 HAC SURFACE �� 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 COMPACTED STONE SUB -BASE ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD PIPE UNDERDRAIN (TYP) SEE DETAIL f TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM CF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. o ,y, 6) •� WARNING ELEVENS r1NG BED ,j��CTA,81'� FCONR SASE r INTEGRAL CURB O L L--110 # /SY BIT SURFACE No. 11, L 220 # /SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION 5 0801 GENERAL NOTES: � -K,e 'UCNS.,NS Crt sAln ON A 4 X UJRS p 1/2" PREFORMED JOINT :,CWT. "•'EY SriAL. � PP: FOR-rNUY .U.UST FILLER REQUIRED ON 12 MIN. -A GREEN SPACE FOR 0'� CUR19 K9O,TS. 4, D9` -t 4' 8.33x + SX = 13.33x > 119 EACH SIDE OF DRIVEWAY 20 MAX. RIGHT OF WAY LINE WIDTH MAY VARY i� wHtn� SITE C;FEASb1U'V FfiE�.UO:S � +S`2t;C1Of; m T1 'G:uF�f FKV-S, -,J WDIN !JAY EE " 33X MAXIULIM 5% VAX MUU 17EUEAt U lr, A 1!? AkM G 3'-6'. SECTION a-a �' NE n } '� MCZ T 'nE C PB RMP a' ALL EL SQUARE PAT WJN � VAT,•! PE EDr C► AG,iAnT PAIaTair PROMDE 2' -0' LEVEL STRIP 2' -D AND pie• G is IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED rI TRUNCATED DOMES USED MAY X MONOUTHTC WTH '. ''t': �cc�ns 1 t x rr n TOP r ,. liVE1STRIP. .1'• ,t.' ` . }. �' -�'�• •�• •�� ��. �� l• �•• L-1i�r,,, AKAS Al DIE TOP 3 ,SIRE'- R. UPS YiA' 1N DETECTABLE WARNINGS SAYr UPNIJ 1 CRiCSS 51@=E CU 5% 1 +h MY Dwr7c4. M04 WEINFEAMUTYFRr'<<'cES CHANGE OF GRADE SIDEWALK �4E A V.HD2;G ,SLrit V 50.1 14 ANY 02ECTCk 1".E DETECTABLE WARNING @RICK '„'.:4'E f'Er�{?iD� +IJR i0 311E CAR FACE 5..41 NCT sx1. r�_ eRUSrr� SAND MIXTURE � 5 TAPER SETTING BED 1/2" PREFORMED JOINT FILLER i { -r" ST'r IN,-LA:ifMi f PS Ea- Eta CONSTFUCIJIi Tu __oar �z 1 co.�cRETE 8A5c 2• y- 2• • . .• - .' •. .. •: THE WD-'H �O�i N LAU:err FC-N uA' FE ----- r aSTANDARD � '•ri.' a �' o:: ' a ROLL',, a. p .'' . r,c5V`0 TO 3' -IS ralRiu;u, irF_ PiN!iN I + PAV1]MENT 0.3" e ' acs€ U� rh= C.Ru R+uP 4A. SiLE`3'fD T9 a r` l A NAXIN�N CF iG. •. FOR A NAJGI iA 6 iN. r.i `I - - - ri,�a;4F;:£ :N; ES L BE L -TU ;:riia F.-* _ ~` c ajua rA4P5 TO rx3"••ID'�T P.;at�LFS AT TIE P,=TI• DETAIL OF RAMP GROOVES 1 1 /2" DEEP CENTERLINE JOINT :d 1Nb'vu- r) h_�r.aA: ci ?L:� E :y u.Alt � ALLN TEL R BRICK SURFACE CONSTRUCTION 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. _ CF r Pa K_auP MG PF. MT- W Sin H c.u,I� r; L&S F-P SHALL eE PRrYC -M. SF- G >;A��s"DI. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. CPE 12: i 0' SPA. D t@- C ^ PAVEtIE'1T r" I 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL Br-_ COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. - 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE 5�E A�= F:iv`R R8 IF - STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. f5 x 2'--a' C ALTERNATE CURB CONSTRUCnON RESIDENTIAL DRIVEWAY DETAIL_ c801 HANDICAP RAMP DETAILS 7 -- C801 J Q W Y J Q W 0 co 0 w U J W W cr_ C-4 V) J W M Z 0 U W I rn C> It: U W W W W LO cri � 00 >o w \01111111111///// 50' RIGHT OF WAY No. -� 9 g' 30' BACK TO BACK 9' 111111 t 1', 5' I 4' 2' 1 3' 1 3' 2' 4' 5' 1' w CON I VE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Z J J CONIC, 2' ROLL CURB PROFILE GRADE 2' ROLL CURB I CONC. Q LL 'A,A! K I SLOPE 1 /4" PER FOOT MIN SLOPE 1/4" PER FOOT_ MIN WALK L� C �; ... 1 I ' 'C�!''i ; �: O l--CD r. e. a. a. •e. •.. •o. ••. •e. •e. •e. •a. _ '';`'��'f' •` •o.• .•e. e.e• .e. .i..i,.i,q.o,.e,. •o.••a. ••e.••o:.'i . ••. •e . i. e.••e.. •' .•o..• •'e.••a..'a..•e..•e.. a.. r.. .... . -. ... •e. •e• U � U � w Q 1" #11 HA SURFACE 2" HMA #8 BINDER Q 3" HMA #5D BASE PIPE UNDERDRAIN (TYP) l---1 7" #53 COMPACTED STONE SUB -BASE SEE DETAIL ( ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 3 TYPICAL 30' STREET SECTION c8o1 44' RIGHT OF WAY g' 26' BACK TO BACK 9' z 1` 5' 3' 2' 11 11 2' 3' 5' 1' z � I � �- < �OIrC � PROFILE GRADE 2 ROLL CURB 2 ROLL CURB CONC. � < WALK SLOPE 1 4" PER FOOT MIN SLOPE 1 /4" PER FOOT MIN / I WALK - i , I ...t.t �.;.,�,:.,.�..,.,.:,:. O T mil; c.• r•. e.e•a •. •e•� °••. •a•. .•e •. ••o . •off •• '•e . •e y••i e'o ••e.e'e.•• •'a.•'e.�'a.e'o.e'i •• ••a ••e os'i. e'e •'o•••o e•a .•e•••e. ••e.e'r •• e.• a. . 'i .' .e e •e. ••. moo.• r.• r.'i. s.e' •..'r. •e. ••••'••.•r•••e •. •e ••r e•r ••i �e'a e'i Vie' e. CD EE 1 #11 HAC SURFACE 2" HMA #8 BINDER 3" HMA #5D BASE PIPE UNDERDRAIN (TYP) 7" #53 COMPACTED STONE SUB -BASE SEE DETAIL ( ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 26' STREET SECTION 2 c8o1 64' BACK TO BACK VARIES 5' 11' 2' 14 2' 10' MEDIAN 2' 32' (VARIES) 2' 11' 5' CONC' ` 6" CHAIR BACK CURB (VARIES) CONC. *ALIC 6 CHAIR BACK CURB WALK WITHOUT GUTTER-,,,,,, GUTTER 2' ROLL CURB 2' ROLL CURB 114 "; FT. 1/4"/ FT. SLOPE 1 /4 PER FOOT MIN SLOPE 1/4" PER FOOT MIN �r �-1" #11 HAC SURFACE �� 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 COMPACTED STONE SUB -BASE ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD PIPE UNDERDRAIN (TYP) SEE DETAIL f TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM CF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. o ,y, 6) •� WARNING ELEVENS r1NG BED ,j��CTA,81'� FCONR SASE r INTEGRAL CURB O L L--110 # /SY BIT SURFACE No. 11, L 220 # /SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION 5 0801 GENERAL NOTES: � -K,e 'UCNS.,NS Crt sAln ON A 4 X UJRS p 1/2" PREFORMED JOINT :,CWT. "•'EY SriAL. � PP: FOR-rNUY .U.UST FILLER REQUIRED ON 12 MIN. -A GREEN SPACE FOR 0'� CUR19 K9O,TS. 4, D9` -t 4' 8.33x + SX = 13.33x > 119 EACH SIDE OF DRIVEWAY 20 MAX. RIGHT OF WAY LINE WIDTH MAY VARY i� wHtn� SITE C;FEASb1U'V FfiE�.UO:S � +S`2t;C1Of; m T1 'G:uF�f FKV-S, -,J WDIN !JAY EE " 33X MAXIULIM 5% VAX MUU 17EUEAt U lr, A 1!? AkM G 3'-6'. SECTION a-a �' NE n } '� MCZ T 'nE C PB RMP a' ALL EL SQUARE PAT WJN � VAT,•! PE EDr C► AG,iAnT PAIaTair PROMDE 2' -0' LEVEL STRIP 2' -D AND pie• G is IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED rI TRUNCATED DOMES USED MAY X MONOUTHTC WTH '. ''t': �cc�ns 1 t x rr n TOP r ,. liVE1STRIP. .1'• ,t.' ` . }. �' -�'�• •�• •�� ��. �� l• �•• L-1i�r,,, AKAS Al DIE TOP 3 ,SIRE'- R. UPS YiA' 1N DETECTABLE WARNINGS SAYr UPNIJ 1 CRiCSS 51@=E CU 5% 1 +h MY Dwr7c4. M04 WEINFEAMUTYFRr'<<'cES CHANGE OF GRADE SIDEWALK �4E A V.HD2;G ,SLrit V 50.1 14 ANY 02ECTCk 1".E DETECTABLE WARNING @RICK '„'.:4'E f'Er�{?iD� +IJR i0 311E CAR FACE 5..41 NCT sx1. r�_ eRUSrr� SAND MIXTURE � 5 TAPER SETTING BED 1/2" PREFORMED JOINT FILLER i { -r" ST'r IN,-LA:ifMi f PS Ea- Eta CONSTFUCIJIi Tu __oar �z 1 co.�cRETE 8A5c 2• y- 2• • . .• - .' •. .. •: THE WD-'H �O�i N LAU:err FC-N uA' FE ----- r aSTANDARD � '•ri.' a �' o:: ' a ROLL',, a. p .'' . r,c5V`0 TO 3' -IS ralRiu;u, irF_ PiN!iN I + PAV1]MENT 0.3" e ' acs€ U� rh= C.Ru R+uP 4A. SiLE`3'fD T9 a r` l A NAXIN�N CF iG. •. FOR A NAJGI iA 6 iN. r.i `I - - - ri,�a;4F;:£ :N; ES L BE L -TU ;:riia F.-* _ ~` c ajua rA4P5 TO rx3"••ID'�T P.;at�LFS AT TIE P,=TI• DETAIL OF RAMP GROOVES 1 1 /2" DEEP CENTERLINE JOINT :d 1Nb'vu- r) h_�r.aA: ci ?L:� E :y u.Alt � ALLN TEL R BRICK SURFACE CONSTRUCTION 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. _ CF r Pa K_auP MG PF. MT- W Sin H c.u,I� r; L&S F-P SHALL eE PRrYC -M. SF- G >;A��s"DI. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. CPE 12: i 0' SPA. D t@- C ^ PAVEtIE'1T r" I 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL Br-_ COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. - 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE 5�E A�= F:iv`R R8 IF - STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. f5 x 2'--a' C ALTERNATE CURB CONSTRUCnON RESIDENTIAL DRIVEWAY DETAIL_ c801 HANDICAP RAMP DETAILS 7 -- C801 J Q W Y J Q W 0 co 0 w U J W W cr_ C-4 V) J W M Z 0 U W I rn C> It: U W W W W LO cri � 00 >o w \01111111111///// ,... ' G\STER .� No. -� 9 � STATE OF DIAN .- . O�F %....... P S /o E��; �`• 111111 DATE: 09/16/05 IS DRAWING AND THE IDEAS. DESIGNS AN CON I VE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005) • Schneider I THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V O � U � U � w Q Q l---1 w I HUM STORM MANHOLE NEENAH TYPE CASTING No. 1772 —A aa0000 CAP NOT REQUIRED FOR BOX STRUCTURE PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 - 3' 2' x 2' Box No 18" to 24" 0 - 3' 2' -6" x 2' -6" Box No 000.3 3' & Deeper I 130❑ ❑130 24" & Greaterl All Depths ❑013[3❑❑ I Yes CONC. ) 130[3 ❑❑❑ I I WEIGHT , Backfill meeting the material requirements of the INGOT. Bedding shall be placed in the trench ❑a0❑ 1 5" I I I T . ..... Q I bottom such that after the pipe is installed to grade and line, there remcins a 4-inch min mum FINAL BACKFILL (n GRADE T. C. , I HUM STORM MANHOLE NEENAH TYPE CASTING No. 1772 —A aa0000 CAP NOT REQUIRED FOR BOX STRUCTURE PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 - 3' 2' x 2' Box No 18" to 24" 0 - 3' 2' -6" x 2' -6" Box No All Pipes 3' & Deeper Manhole Yes 24" & Greaterl All Depths I Manhole I Yes * Steps shall be at 8" O.C. with first step 18" below top of casting. * Manholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. STORM MANHOLE DETAIL 12N� C802 S TC WIT La RIP RAP DETAIL ceoz GRADE —\ T.C. 782.0 GRADE -, Z �) NEEMAH R- 4216 -13 "Tr NEENAH TYPE CASTING j ^ - -- No. R -3246 \� PRECAST REINr ORCE D 00,1,1 Tr r- ASPHALT EARTH_ DITCH TYPE_ GRATE X55 w Q B :':.•::: 24 "x 36" :" ::: A..._._...._.' ........ Bedding, Haunching, Initial Backfill M a � o Ri .:a::..•: " " a PRECAST ::... . Bedding, haunching, and initial backfill for all RCP installations shall be B -Borrow for Structure o All Depths 4 .:'. :' :.'A'. CONC. ) I WEIGHT , Backfill meeting the material requirements of the INGOT. Bedding shall be placed in the trench w Q B :':.•::: 24 "x 36" :" ::: A..._._...._.' 36" AND GREATER Bedding, Haunching, Initial Backfill M a � o Ri .:a::..•: " " a PRECAST ::... (MIN) Bedding, haunching, and initial backfill for all RCP installations shall be B -Borrow for Structure o All Depths 4 •I CONC. ) I WEIGHT , Backfill meeting the material requirements of the INGOT. Bedding shall be placed in the trench 2" 1 5" I I I T . ..... Q I bottom such that after the pipe is installed to grade and line, there remcins a 4-inch min mum FINAL BACKFILL (n PIPE I CONCRETE --- 00 ;. ° - - - 2' -6" deppth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe VAR. PIPE SIZE �' CULVERT ! END SECTION I U I 1 w ) (18 MAX.) sizes 66- inches and larger, the minimum depth of material below the pipe barrel sha!! be 6- inches. I LU< WJ�}W WO 15 1 2" I Q- 9 P f possible, ,� p �� I Bedding shall be laced to �e uniform as ossi�le, but shy,! be loosely lace, .u.ncc,'Tnpacted 2 3/4" 11" 3' -6" 6' -3" 3' -6" II material under the middle third of the pipe prior to placement of the pipe. Hounching crid 13" 1 1,500 --:...: a .::� ::::: ::.::.:.::.,.::.::::......:::.; ..:- - - 2' -8" initial backfill shall be compacted in 8 -inch maximum lifts to not less thon 90 °1 Standard 4' -0" \ 16 3/1) ......... A':.: :.'. :� :....: ...................... Proctor Density for the entire depth of the material placed. The backfill shall be brought up Y i B I 3'6 "x3'6" BASE OF CULVERT i LENGTH (D) evenly on both sides of the pipe for the full length of the pipe. Hounching shall extend to SLOPE DETAIL Grooved end on outlet end 14 1/2" 1 DA i I _ the springline of the pipe. The limit of initial backfill shall be 6- inches above the top of pipe. 3 1/2" , _ Minimum trench width shall be the outside diameter of the pipe plus 18- inches. GRADE (NEW OR EXISTING)\ 11= �1111n1 OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS- SECTIONS OPTION 2 EASEMENT TOP OF BANK 791.00 15' MIN, __ -_- 2' FREEBOARD MIN. Eh4ERGENCY 1-4 SPILLWAY AT 100 YEAR 100 YEAR VARIES 2' If AX. 10' MIN. 10 YEAR ELEVATION 786.31 2 YEAR ELEVATION 785.27 VARIES .,:.:.f.':. LET Finial Backfill Finial backfill for all RCP installations under and within 5 —feet of pavement shalll be r3— Borrc,,fi for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density f;;r the entire dente of the material placed. The backfill for the top 6- inches Of the excavation below 1..Ile start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the rnoter IcI requirements of the INDOT and shall be compacted to not less than 95j Standard Proctor Density. Finol Backfill for all RCP installations greater than 5 -feet from of pavement shall be cle In fill material free of rocks larger than 6- -inches in diameter, frozen lumps of soil, wood or othier extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) \ \ soilL L1J 4 / PLACEMENT ° V%� v �\ GRADE z `(NEW OR EXISTING) ! BEDDING =11=1 I I =111 =1 Ij — — — _ — _ INITIAL BAC�:F;LL .AKE.A „ SPRING LINE OF 1: -I I I I I I — II I '' 6 'P ' I. D. ti HAIINCHINIG AREA TYPICAL SWALE SECTION 9 \''\ � \,, ::�:� r`�� BEDDING AREA 0802 —4 O.D. OF PIPE FOUNDATION 12" �1 L" (REQUIRED IN UNSTABLE SO!L.) STORM SEWER r8 TRENCH & PIPE EMBEDMENT DETAIL c o z CARMEL 100 YR. FLOOD ELEVATION 787.93 r— NORMAL POOL ELEVATI01` NORMAL POOL 8' bi1N. ' 3 �- BOTTOM ELEVATION 776.00 USE OUTLET OPTION 2 (DRAINING NOT TO SCALE) HAMILTON COUNTY SURVEYORS 0FF1k"-7E REVISED: 1 JAN 2000 STANDARD PLAN APPROVED: �lOt� — 7 KENT C. V ARD, AMILTON COUNTY SURVEYOR DATE r 1 1/2"r A Q ' ice° K Q 0 9„ 3 b Groove (or tongue) to I c-4 be the some as on standard . reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE L+� LONGITUDINAL SECTION SECTION 1' —)r Final Backfill Final beck:fill for sanitary sewer mains and sanitary sewer service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement cha!l be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. if the ,ton dard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern, PIPE SIZE A B UP TO 33" D + 16" pct 36" AND GREATER D + 24" 4 . " Ri TAPERED CONE 1APPPDX. 3' & Deeper (MIN) SECTION o All Depths 4 •I I I WEIGHT zl 2" 1 5" I I I T R2 Q I MANHOLES FINAL BACKFILL (n PIPE I CONCRETE --- 00 ;. ° V), I 2' -6" q II CULVERT ! END SECTION 1 1,100 U XI 1 w 4' -1" I LU< WJ�}W WO 15 1 2" IT I Q- 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" II 16 1/8" 13" 1 1,500 24" 3" 1' -0" 2' -8" COMPUTED LENGTH OF CULVERT ---a� 4' -0" \ 16 3/1) 1i4" PAY LENGTH _�� _END SECTION Y i B I 2' -5" OF CULVERT i LENGTH (D) PLAN MEW SLOPE DETAIL Grooved end on outlet end 14 1/2" 1 DA i I _ tongue end on 3 1/2" \ iniet end 6' -3" + 2.9 18 3/16" 15" l 2,400 1 1/2"r A Q ' ice° K Q 0 9„ 3 b Groove (or tongue) to I c-4 be the some as on standard . reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE L+� LONGITUDINAL SECTION SECTION 1' —)r Final Backfill Final beck:fill for sanitary sewer mains and sanitary sewer service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement cha!l be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. if the ,ton dard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern, PIPE SIZE A B UP TO 33" D + 16" D + 12" 36" AND GREATER D + 24" D + 12" MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) NEENAH R -1642 W /SELF SEALING LID (OR EQUAL) FINISH GRADE it X Q 2' -O" DIA. PRECAST CONC. RINGS T A C D'� E " Ri TAPERED CONE 1APPPDX. 3' & Deeper (MIN) SECTION o All Depths 4 Yes I I WEIGHT SEAL COAT 2" 1 5" 4' -3" EXTERIOR OF 2' -0" 1 -3 10 1/8' MANHOLES FINAL BACKFILL (n --- - - - - -- II II II / Ld --- 00 ;. o z� F =z_ CY 2' -6" q II wwe �� 1 1,100 / II 2 1/2" 11" 4' -1" 6' -2" LU< WJ�}W WO 15 1 2" II Q- 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" II 16 1/8" 13" 1 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" -)It . ..... III- (O .................................. BISMATIC COATING AS MANHOLE STEPS PER SPECIFICATION :::::::: = COMPACTED #8 CRUSHED STONE 4' -D" DIA. SEWER AS _III::::::::: III= FILL WITH PER PLAN I - CONCRETE PLAN I_ .•.•.•.•.•.• b..... a... . d . . =III III' CAST IN PLACE p ... . . = I riff PRGCRIJS :..�'.. :: ,...:..: r a ...... .. #4 © 12" EA. WAY ....... .....'...' :..'.'...'..':.'.'... . D/4 OR 6" MIN-- I�! i .... ...'�-�---aa'..'. . SANITARY SEWER TRENCH DETAIL 5 !`6N EIR MANOHOLEEBASEED FOR LEVELING AND SUPPORT 0802 6'-0" DIA. FOR CAST IN PLACE 4'-0" MIN MANHOLE BASE FOR PRECAST RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2"r j MAX.SPACINGI Ho0K Tp I BOLTS . I V. , CLASS CONCRETE I E+ 21' SECTION A -A. CONCRETE PIPE TOE ANCHOR PRECAST CONCRETE END SECTION 11 0802 SECTION A —A SANITARY MANHOLE DETAIL cao2 / o � o � GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 C. :".. 4" MIN ' d 24 00 RISER RING OPENING CAP NOT REQUIRED FOR BOX STRUCTURE I I 1 1 I I I I I I A . . ! , , • '..,e a ., ' a6 .; �- STANDARD REINFORCED CONC. BASE PIPE DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T A C D'� E K Ri � 1APPPDX. 3' & Deeper (MIN) Yes 24" Greater All Depths Manhole Yes I WEIGHT 12" 2" 1 5" 4' -3" 6' -2" 2' -0" 1 -3 10 1/8' G" I 800 15" 2 1/4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11,. 1 1,100 18" 2 1/2" 11" 4' -1" 6' -2" 3' -0" 1.8 15 1 2" 12" 1 1, 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/1) 1i4" 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 1 /2" 14 1/2" 1 2,100 30" 3 1/2" V -2" 1' -10" 6' -3" 5' -0" 2.9 18 3/16" 15" l 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 17 1/2 "I 4,100 36" 4" 1' -5 „ 3' -1" 8' -3 6' —G " 3.4 23 3 4" � / 20" � 00 TOLERANCE +/— 1" PRECAST CONCRETE END SECTION 11 0802 SECTION A —A SANITARY MANHOLE DETAIL cao2 / o � o � GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 C. :".. 4" MIN ' d 24 00 RISER RING OPENING CAP NOT REQUIRED FOR BOX STRUCTURE I I 1 1 I I I I I I A . . ! , , • '..,e a ., ' a6 .; �- STANDARD REINFORCED CONC. BASE PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 - 3' 2' x. 2' Box No 18" to 24" 0 - 3' 2' -6" x 2' -6" Box No All Pipes 3' & Deeper Manhole Yes 24" Greater All Depths Manhole Yes * Steps shall be at 8" O.C. with first step 18" below top of casting. * Mlanholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. BEEHIVE INLET DETAIL 6 L� PIPE UNDERDRAIN 10' ALONG I — I EACH DIRECTION FROM CURB I INLETS. SEE DETAIL. I / o0 00 i o0 00 O O 00 ROLL CURB & GUTTER GRADE I NEENAH TYPE CASTING -\ T. C. i ^ NO. R- 3501 -N ASPHALT COVER & SEAL * BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LENGTH. I I I I I APPROX 90' I I I I i + LONG RADIUS CURVE - - - - - DIAMETER AS - - -- - - --� �-- — — — — — — — SPECIFIED - - - - ON PLANS * SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL 2 C802 _ . 24„ ' OPENING 00 CAP NOT REQUIRED • FOR BOX STRUCTURE STANDARD REINFORCED CONC. BASE PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 — 3' 2' x 2' Box No 18" to 24" 0 — 3' 2' -6" x 2' -6" Box No All Pipes 3' &Deeper Manhole Yes 24" & Greaterl All Depths I Manhole I Yes * Steps shall be at 8" O.C. with first step 18" below top of casting. * Manholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. ROLL CURB INLET r7 0802 NORMAL GRADE 1/4" PER FOOT MIN.-1/8" PER FOOT ISOMETRIC PLAN SEE WYE & LATERAL - CAPPING DETAIL \ USE 6" SEWER PIPE MIN UNLESS OTHERWISE SPECIFIED MAIN SEWER APPROX. 90' LONG RADIUS SECTION A —A __----CONCRETE ENCASEMENT DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER ,N w No. 53 STONE C BOTTOM OF TRENCH- \ �' Perspective View -earth cut away \\ 10 To be used when clear distance between pipes is 18" or less, or where noted on the drawings. STONE CRADLE 4 C802 a DD Li J 4 w 0 w cn 5 w BCD �O rn 0 i-n CL- \\\y��o \1111111p// No. F 920350 1 . STATE OF ..!VpIA.. S�oNA !11111 DATE: 08 /01 /05,sy IS DRAWING AND THE IDEA,6, DESIGNS AN Co IVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)11 5chneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmenta! Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP I JCC �w GENERAL DETAILS DRAWING FILES: R: \5K \5075 \001 \DWGS \C801 SHEET NO.: e —� a C) E-4 � QQ :z; Z w Q z W Q �.J w Q H W DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: DRP I JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5075 \001 \DWGS \C801 SHEET NO.: Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 6' HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" Mr�A M m 2 , �-00 pplig ���IIIIIIIIIIIIIIIIII ■ 2' -0" MIN COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. SHALL BE REMOVED FROM THE SITE AND DISPOSED Mm22 S (Ai" ILS MAP Scam 1" = 500' SEEDING 3 II IIIW ""-6" MIN. TURN DOWN 4. AT THE END OF CONSTRUCTION, ALL CONCRETE / OF AT AN APPROVED WASTE SITE. /IIIIII II EROSION CONTROL BLANKET 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND / =11 (NORTH AMERICAN GREEN MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. /,,, S -75 OR EQUAL) / - EXISTING GRADE CONCRETE WASHOUT DETAIL ,,, EROSION CONTROL MATTING DETAIL CROSSBARS BEEHIVE INLET OR DRAINAGE COVER LATHS SILT FENCE MATERIAL �'' SILT FENCE EXTENDS 'off 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. I KI I FT DW)TFPTi nKi - Q11 T FFNI PF SILT FENCE X - TYPICAL TVDI!r" AI T(1DC(lll cTnrvpii P- STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE .................. ............................... 75 % ON SLOPE APPLICATIONS, THE TOP OF INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED ABOVE THE BREAK OF THE SLCPE OR AT EDGES OF THE SCC225 SHOULD BE PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED BLANKET. � 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 IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED \ • O • ° a 0 0 o \ O • O o 0 • ° o • o o ° 0 • O ° 0 o °0 0 °0 • 0 ° PUBLIC ROAD 0o 000 • c a ' 0°. 0'D°• ° \ � o•o °o. ° °o. ° °0.0 °0 50' (MIN) ° 00 , ° 00 0 00 • ° 00 0 0 , 0° 0 O o 0 O o 0. O o 0 0° 0• 0° 0 °0 • o °0 • O °0 . o °0 • 0 °0 • 0 °0 • O ° ° ° 0 • 0 ° 0 ° ° 0 • o ° o o ° 0 • ° ° 0 • ° ° 0 • o ° 0 0. 0° 0• 0° 0• 0° O• 0° O 0° 0• 0° O• 0° 0. 0° 0' O ° 0•° 0 0. 0° 0 O o 0'° 0 0 °° 0 °° 0•° a 0•'0 a \ 0•° 0 0•° 0 0 •° 0 0•° 0 0,° 0 0•° 0 0•° 0 0•° 0 0,° 0 0. 0° 0 0 0 0 0 0 0 0 o O o •0 00 0 00 00 00 0.O o oo oo oo O o 0 0. 0 0 0 °° , 0 a 0 0. 0 0 0 0° 0. 0° 0, q ° 0. 0° 0. 0° 0. 0° 0 0° ,0°°,O °o,0 0• 0.0 °0,0 .0 °0.0° . 000. 0 00,0 O0. 000. 00 01•° °0. °a•O °O• O a ' O O O O O °0.01 ° ,° e0 , 0 O O• O• O O• o D• O O. 0 0 o / 0 °0 ,0 • 0 0° • 0 O 0. 0 00 . O 0 0. 0 00 . 0 0 0. 0 a 0e0, °00° 00. 000. 0 O0. 0 o0. 000. 00 0. 00 0 0 0 0 0 0. °• ° >o .° 'a - 0 0. O 0. O 0. 0 0 a 0 O 00 • O 00 • O 00 • O '0 • O ° U " o 00 • 0 ovo 0 °0.0 °0 0 °0.0 °o• ° °0.0 °0. °° o eo 0 0° 0 0. 0° 0. 0° O• a° o. 0° 0. 0 00 O 00 Q o 0. 0 0 0° ' 0 0 o° .0 , ° 00 . 0 00 0 co 6 " (MIN) o a o o. ° oa. o OoO. a. ° ° . • ° fk . 2' MIN} 2 " -3" COARSE °° 0 AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE DETAIL B 1 1/2' Seedbed Preparation Apply lime to raise tha pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (opproximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a hcrrow, disk or rake operated across the slope as much as possible. Seeding Select a seed nnixture based on projected use of the area (Figure 5 -2), while considering best s -,eeding dates. See Figure 5 -3 this sheet. If toler- cnces are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figur -e 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Toll Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetchl ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tail Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. ONE FOOT THICK STONE 6" RIP -RAP 5' /-FACE OF No. 5 STONE 2:1 SLOPE 2 :1 SLOPE SEDIMENT TRAP ER, SEE DETAIL SUB- GRADE ELEVATION 787.0 J SECTION A- A_ 1 STAPLE PER SQ, YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 ........... ................. ..... ......... REQUIRED DUE TO DEPTH OF FLOW. 275 : ::::::::::::::::::::::::::::::: 250 225 B ::::::::::::::: ::::::::::::::: 200 ..... '�::::; .....•:.•.•.• .......:..• SLOPE 175 C LENGTH 150 ..... :::::::::::::..•.•::. C (FT.) 125 B ..:::::::::::....... ....... ® X 0 100 75 A x 5o 25 CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 0 4:1 3:1 2:1 1:1 r WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. SLOPE GRADIENT LINING STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. TOP OF BANK 791.5 COMPACTED • SUB -GRADE (TYP.) POLYF E-L T TS650 OR EQUAL UNDER STONE SEDIMENT TRAP RISER 6 12 II� A Temporary Seeding and Stablizotion Dates Wheat or Rye Oats Annual Ryegrc Permanent Seeding Do Non - Irrigated' Irrigated Dormant Seeding ** C7 VJIVII UL L11 I=..) VLI 101 Ll lull 111 Ll IG 01IUUvU 11 GII J, use mulch. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 Temporary Seedings - Kind of Seed 1000 Sq, Ft. Acre Remarks Wheat or Rye 3.5 Ibs. 2 bu. Cover seed 1" to 1 1/2" deep ` Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep - Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. No. 5 STONE TO WITHIN Burst Strength ......................................................... 200 psi ........................... 12" OF TOP OF RISER UV Resistance ........................... ............................... > 70 % /-BOTTOM OF SEDIMENT TRAP 6" PERFORATED HDPE 6 "x6" TEE. CAP & SEAL UPSTREAM END OF TEE ALIGN TEE WITH SILT BASIN RISER DETAIL FACE OF STONE DAM TOP OF BANK 791.5 3:1 SLOPES (MAX.) \-- SUB -GRADE ELEVATION 787.0 �- A SILT BASIN OUTLET Al WTH RISER DETAIL A.O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... 1 Sediment Retention .................. ............................... 75 % ON SLOPE APPLICATIONS, THE TOP OF THE EDGES OF THE BLANKET SHOULD THE BLANKET SHOULD BE 'SLOTTED IN' BE BUTTED AGAINST EACH OTHER, THE ABOVE THE BREAK OF THE SLCPE OR AT EDGES OF THE SCC225 SHOULD BE A MINIMUM, STAPLED IN PLACE WIH OVERLAPPED 2'. STAPLES 6' APART ON THE END OF THE SOIL SALVAGE k BLANKET. 6 12 II� A Temporary Seeding and Stablizotion Dates Wheat or Rye Oats Annual Ryegrc Permanent Seeding Do Non - Irrigated' Irrigated Dormant Seeding ** C7 VJIVII UL L11 I=..) VLI 101 Ll lull 111 Ll IG 01IUUvU 11 GII J, use mulch. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 Temporary Seedings - Kind of Seed 1000 Sq, Ft. Acre Remarks Wheat or Rye 3.5 Ibs. 2 bu. Cover seed 1" to 1 1/2" deep ` Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep - Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. No. 5 STONE TO WITHIN Burst Strength ......................................................... 200 psi ........................... 12" OF TOP OF RISER UV Resistance ........................... ............................... > 70 % /-BOTTOM OF SEDIMENT TRAP 6" PERFORATED HDPE 6 "x6" TEE. CAP & SEAL UPSTREAM END OF TEE ALIGN TEE WITH SILT BASIN RISER DETAIL FACE OF STONE DAM TOP OF BANK 791.5 3:1 SLOPES (MAX.) \-- SUB -GRADE ELEVATION 787.0 �- A SILT BASIN OUTLET Al WTH RISER DETAIL A.O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Material Fence Post Stakes @ 5' O.C. Ground Surface Fence Post Should—," \--Siit Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. 3:1 SLOPES SILT FENCE DETAIL (TYP') N TS 20' WIDE SPILLWAY 0 ELEVATION 790.5 SEE PLAN un� lnLC.1 rnvl��llvn REAR YARD DRAINAGE SWALE PERIMETER PROTECTION: SILT FENCE 0 0 0 o e o 0 SUBSOIL TOPSOIL STOCKPiLE STOCKPILE PS AREA TO BE TOPSOILED, \ S SEEDED AND MULCHED \\ BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). a O ° 3 ��� o, 1 Z ZZ, - 4 L BLANKETS ROLL � THE BLANKET SHOULD NOT BE o ROL IN DIRECTION ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOWED TO LAY _ OF WATER FLOW. BLANKETS SHOULD BE OV�tAPPED SIDE YARD LOOSELY ON THE SOIL SURFACE TO _ 4 - 6° IN A 'SHINGLE EFFECT". DRAINAGE SWALE ACHIEVE MAXIMUM BLANKET To SOIL i J �/ CONTACT. ° 6 E PREPARATION OF THE SEED BED INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE ..... " '" CONDUCTED AS NORMAL PRIOR TO > o INSTALLATION OF BLANKET. S ROLL BLANKETS E - OUT IN DIRECTION . �sa: ?�? ,�.: � /� nc weTm Fi nut 15 HIGH VELOCITY CHANNEL APPLICATIONS, R- CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. 1-!'1 A A 1 P% L 1 P1 f a Ik 1 1 / 1- T I T A T 0 1 1 • TI 0% \ 1 EXISTING CURB k GUTTER PERIMETER PROTECTION: SILT FENCE INLET PROTECTION ET SAMPLE EROSOVSEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL rwr_ M TWri-re►ni Y nwm i imn i wnimi rrix mi Ommi DRAINAGE SWALE i DROP INLET Z d---8 PROTECTION o SILT FENCE �w FINISHED DRAINAGE SOIL SALVAGE k � UTILIZATION - - EXISTING DRAINAGE - ` PERMANENT SEE[ TREE CONSERVATION Z Q z CURB INLET Q Z PROTECTION GRAVEL ENTRANCE/ EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent c the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub- contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. water shall not be used to flush mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment cons measures prior to land disturbance. A silt fence is to be installed along the bad curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout t land disturbing activities on the lot until permanent stabilization has been achiev 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearin sediment shall not include flushing the area with water. Cleared sediment must t redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders o non - perforated drain tile should be extended to the street or other solid outll until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 w be achieved when the individual lot operator. a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final z 0 w \STERFo. -.� .i No. 920350. ?0 STATE OF i•........ ZONAL �r /llllllll��� DATE: 08/01/05. THIS DRAWING AND THE IDE DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'ilder THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z �w � � o .7� Z Q z Z w Q Z P4 � w U) STORMWATER POLLUTION PREVENTION PLAN INDEX Al A2 A3 A4 A5 A6 A7 78- A9 A10 Ail Al2 71-3 A14 A15 A16 A 1 7 A18 A19 -u A21 A22 A 2 33 B1 B2 83 B4 B5 B6 B7 38 89 Bi0 B11 B12 B13 Plan Index provided below 11 "x17" Plot denoting lot numbers, boundaries and streets is provided separately. Project Type: 45 lot single family subdivision. Vicinity Map: Denoted on Sheet C100 Latitude 39'59' 30 "N, Longitude 86'04' 30 "E Legal Description of Project Site: See attached Secondary Plat and N01 Letter. Location of all lots and proposed site improvements: See sheet C101 -C102. 14 Digit Hydrologic Unit Code: 05120201090020 State or Federal water quality permits: None Specific points where stormwater discharge will leave the site: The majority of stormwater runoff from the site is directed to new Lake #1 before discharging to The Ashton Subdivision. See Site Development Plan Sheet C101 -C102. Location of all wetlands, lakes & water courses on and adjacent to site: None Receiving Waters: Mitchener Ditch Identification of potential discharges to groundwater: None known 100 Year Floodplains, Roadways and Flood Fringes: None Pre - Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 37.03 CFS South. 100 Post Construction Peak Discharge = 11.48 CFS South. Adjacent Land Use (See Stormwater Pollution Prevention Plan - Sheet C103 -C104 for more information): North: Agricultural South: Agricultural East: Residential West: Agricultural Locations and approximate boundaries of all disturbed areas: See Sheet C103 -C104 for locations: Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - Sheet C103 -C104. Soils Map including descriptions and limitations: See sheet C803 for soils map, description and limitations. Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheets C101 -C102 for proposed storm sewer system. Lkx-v Gl s, a'iL1 U-1-id dd9i_qiSU1i3' .1 „nsj`,,1- ,5rvs%' off -;iL- oA ^strrlcticnQ o tiuitigs A Roirr�nLej with his project: (None) Locations of Soil Stockpiles: None required. Existing site topography. See Site Development Plan Sheets C101 -C102 for existing site topography. Proposed final topography. See Site Development Plan Sheets C101 -C102 for proposed site grading and drainage patterns. Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. Sequencing of stormwater quality implementation relative to land disturbance activities: See Construction Sequencing for Stormwater pollution Prevention notes on sheet C104. Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C103 -C104 for location and Sheet C803 for construction entrance details and specifications. Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of sediment control measures and Sheet C803 construction details and specifications. Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of sediment control measures and Sheet C803 construction details and specifications. Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of inlet protection measures and Sheet C804 construction details and specifications. Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of runoff control measures and Sheet C803 construction details and specifications. Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of stormwater outlet control measures and Sheet C803 construction details and specifications. Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of grade stabilization control measures and Sheet C804 construction details and specifications. Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of various stormwater quality measures and Sheet C803 construction details and specifications. Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of temporary surface stabilization measures and Sheet C804 construction details and specifications. Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan CCS��heet C103 -C104 for locations of permanent surface stabilization measures and Sheet Va�e cFWd'nrodsng andetspi p�eve�i ion p9an ° °:ns. Purpose; The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Dischar e: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water: Mitchener Ditch Drainage System: The site sheet drains to south and east through Mitchener Ditch to White River. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Deportment of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317- 233 -7745 Toll Free 800- 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Pe scnnel at the scene - Action initiated by personnel C.) Notify the Carmel Fire Department Phone: 9 -1 -1 d.) Notify the Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been elim,.ated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of avaffabfe adsorbent materials and clean -up supplies shouid be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management, 814 Monitoring and maintenance guidelines for pollution prevention measures: Strow Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence 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 it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleonout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection,. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any areas) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment, check the treated area periodically. Temporary Grovel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conve,.:d into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C803 for Construction details and specifications for erosion & sediment control on individual building lots. C 1 Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides Gird pathogens. 02 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. 3. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for n maintenance by homeowners association or local agencies. Inspection and maintenance of BMP 's shall follow time tables set forth in maintenance and operations manual. 4. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Storm water detention pond that slows storm water runoff that allows suspended solids to settle out as well as normalizing the temperature of storm runoff. Detention ponds also trap trash and debris for collection as part of maintenance program. Pond depths are designed to prevent resuspention of solids. 2. Grass lined rear yards swales at minimum slopes to slow and filter storm runoff and create infiltration. 3. on going maintenance by developer and homeowners assocation to insure that sediment, trash and pollutants do not enter the drainage system according to the BMP operations and maintenance manual. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of permanent stormwater quality measures and Sheet C804 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL_STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of !stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite faciliity. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and contoiming and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for mlaintenance and repair. Sending vehicles/equipment offsite should be done in conjunction witlh a Stabilized Construction Entrance/Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwoter pollution. Activities that can contaminate stormwatter include engine repair and service, changing or replacement of fluids, and outdoor equiprment storage and parking (fluid leaks). Implementation If maintenance must occur onsite, use diesignoted areas, located away from drainage courses. Dedicated maintenance areas shiould be protected from stormwater runon and runoff, and should be located at least 5+0 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pods should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to hove spill kits and /or use other spiii protection devices. Use adsorbent materials on small sp' Is. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do mot allow excessive build -up of oil and grease. Segregate and recycle wastes, such as gireases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materiials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP I mplementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leok piroof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purposg Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a !Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as imuch as possible. These businesses ore better equipped to handle fuel and spills properly. Performing this work offsite con also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pods should be used during vehicle and equipment fueling, unless the fueling is performed over on impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment Ground the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with on automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials !mplerrentatiol The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide on adequate number of containers with lids or covers that can be placed ovfer the contaifier to keep r6i out or to pretrent loss of wostes when it is wlndy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during r tiny and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and points) and chemicals (acids, pesticides, additives, curing compeu: ds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the constriction site. Leave dumpster dearling to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, rernoied, and disposed of only at authorized disposal areas. oliect ,n, ar rte, or d v sa. Littering on the pro iect site should be prohibited. To prevent Clog To of t e storm drainage systern, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter froG1 work areas within the construction limits of the project site should be collected and laced in wet °flight d::rnpsters at least week,!y, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid wo ste generated by the prcjtct. Full dumpsters snould be removed from the project site and the contents should be disposed of by the trash hauling contractor. CGrstructiGn debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stocked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or 'through the use of measures to elevate waste from site surfaces. Solid waste storoge areas should be iocated at least 50 ft from drainage facilities and watercourses and should rot be located in areas prone to flooding or ponding. nspection and M,:intenonee Inspect and verify teat activity -bosed BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP irnpiementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WAS!'01JT The Yoii; wing steps will help reduce stormwater pollution from concrete wastes: Discuss rile concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid miring excess amounts of fresh concrete. Pero,-ra washout of concrete trucks offste or in designated areas only. Do not wash, out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For o ^site washout: -- Locate washout area at least 50 feet from storm drains, open ditches, or water bodes. - Do not allow runoff from this area by constructing a temporary pit or berried area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or 'level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile ar dispose in the trash. DEWAT?ING AND PUMPING OPERATIONS Des cr�tion and Pur ose Dewratering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Apnlicat +'ors These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters irclude, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are ciso appropriate for implementation when managing the removal of accumulated precipitation (storm, from depressed areas at a construction site. Limitations Site conditions wi;i dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Irnplementat on Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option's); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of on embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Imlementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications. Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bog and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bole barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum Of one (1) time per week Project Name: Grandin Hall Section 1 Name of Trained Individual: I- �k:, C„nl,in +inn fnllnuiinn n rninfnll Yac Date of Inspection: NIn If vac dnfa the rnin ctnnnp.d- Inches No. PROBLEM or CONCERN YES NO N/A 1. Is the site information posted at the entrance? 'J"r 2. Are all necessary permits attained and special provisions being implemented? 3. 1 Is a construction entrance installed? Is it effective? Is it enough V_-i a 0 4. 1 Public and private streets are clean? Z = 04 E4 5. 1 Are appropriate practices installed where stormwater leaves the site? CD Q � W 6. Silt fence is entrenched into the round? 1_"�iiiii`iiiiiiiiii""""`l1 iz.,) �� W �� Q P-1 � 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? W ' R� = Terminated to higher round? Property joined at ends? i� w Q 8. I Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? W 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? Q 10. Diversions swales and/or waterbars are installed to plan and protected? E--4 11. Perimeter practices have adequate capacity and do not need to be cleaned out? w 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet rotection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. The fabric straw mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. I Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. 1 roperly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. 1 1 Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC110N Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Date: Contractor Representative contacted, name and date: Date: Report Submitted by. Date: Certification Signature: 6� z 0 U) 5 w .````,ORT..�ROS 1''% 1. ,. �� �� '- - �� Z : N0. . - = i 920350:� 'CJ � �?� STATE OF � i�'� !ND IAN P, . ��'\: ' /i�s . ��\\� %,S�4NAL � � \` %y r-,,� , - ( ".;�e - DATE: 08 01 05 THIS DRAWING AND THE IDEA. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) .. & romEL4 . . I ,� I '. �, - .1 THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C..) Z 'J"r Il._� V_-i a 0 Z = 04 E4 z `4 CD Q � W Q z Z = 1_"�iiiii`iiiiiiiiii""""`l1 iz.,) �� W �� Q P-1 � ._�' W �� �i� .111:::::::� W ' R� = i� w Q W Q E--4 w _r �11 N 1�9 + x ; t I r � II{ I it a. +t i'. 'I F is r Fa Z , r. I I' �a I X41 Y 1 G , S f F, l; F;. `i i I i ,1 I I II I , r: I i � �$ -I- _i— i 116 \ / i, // ` l 1/ + TEMPORARY REMOVE FENCE AS NEEDED FOR GRADING AND — INSTALLATION OF STORM SEWERS n i1l�J f i 1 n l T -. e; y t .I 1, ij C�1' I + _ -I-' 1C'� + �,6{{ \ �.� "' T2" RLASSTIC PIPE j �• INV.= 780.'96 --•�, b 4' EXTEN ON CONSTRUCTION FE CE �'f�~ `'�_ —? OF 6" PL, STIC PIPE r—INTO MANR%E O 103 M.E. 7846 O�� 19� 0 c_ 00 S� 3 OF 8�� RCP® 0. 6% ` O l 101 / 78 .0 .E. M. + 6� PLASTIC PIPE I N V 780.78 36" `f -INV.= 7$0.32 ;J NP - HANNA �-- PROPERTY -� gib' I ,1 ,I, 77a' -'_J ( ;�'✓ `� X x x--?, - ' EXISTING WOOD FENCE YS \ 7 3.0 M.E. ' APPROXIMATELY 50' OF BOARD FENCE TO BE p RECONSTRUCTED. + / NEW TIMBER' RETAINING WALL APPROXIMATELY 40' LONG AND - 30" HIGH AT CENTER EXISTING THE POINT. 8 "& TREATED POSTS. TO BE REMO, ED I rA, I GROSS PROPEF L1J 0 HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -554 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE. 1 " =10' DAYS BEFORE COMMENCING WORK. NOTE: FOR STRUCTURE DATA TABLES SEE SHEET C102. IIIU1OXF BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 - 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 - CUT "X ', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 - CUT "X ", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT 1. Contractor to install construction fence, as shown, to enclose western portion of the back yard on the Hanna property prior to the start of construction. 2. Contractor must temporarily remove fence as needed to complete grading and install storm sewers. Fence must be replaced in good condition. 3. Fence line above retaining wall will need to be removed and reconstructed for approximately 50' after installation of new retaining wall. 4. Contractor shall provide complete removal of concrete apron, end sections and timber wall from around storm sewer connection point. 5. Contractor must evaluate condition of existing 36" RCP that must be extended. The pipe may need to be removed back to the nearest pipe joint and replaced if end of pipe is damaged or can not connect properly to new pipe extension. 6. All disturbed areas on the Hanna and Grossman properties shall be sodded. 7. Care should be taken to disturb as little are on the Grossman property where very little regarding will be needed. 8. Final grade in the Hanna property shall slope from existing grade to the beehive inlet on Structure 101. z d W r S� No. 920350.1. -)3— STATE OF /ONAL DATE: 08/01/05 ,. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. C COPYRIGHTED BY THE SCHNEIDER CORP. (2005) S d�r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering iz+ O � H-0-25, z Q wz a o� Q w Q E-4 w DATE PROJECT 08/01/05 5075.001 DRAWN BY: CHECKED BY: E..s� U SHEET TITLE: OFFSITE GRADING PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C805 U XREF: 50750011 S SHEET NO.: (C iz+ O � H-0-25, z Q wz a o� Q w Q E-4 w DATE PROJECT 08/01/05 5075.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: OFFSITE GRADING PLAN DRAWING FILES: R: \5K \5075 \001 \DWGS \C805 XREF: 00113S XREF: 50750011 S SHEET NO.: (C EARTHWORK PROJECT NO.: 08/01/05 t� DRAWN BY: CHECKED BY: RDR Mnor adjustments to the grades may be required to J. Flushing Sewers - Flush all sanitary sewers except G. Backfi!ling - for a depth of at least 6 inches 3. Placing Concrete - Concrete shall be R: \5K \5075 \001 \DWGS \C901 SHEET NO.: ecrthwork balcnces when minor excess material or building sewers with water to obtain free flow obove the top of the pipe (Initial backfill), backfill deposited so as to require as little w 1. SCOPE OF WORK shortages are encountered. It is recognized by the through each line. Remove all silt and trash from with granular material, B- borrow or equivilent. rehandling as practicable. When concrete is perties hereto that the calculations of the Engineer appurtenances Just prior to acceptance of work. Tamp this backfill thoroughly, to be placed at an atmospheric temperature of A. Extent: The work required under this section in determining earthwork quantities shall be ac- taking care not to distuirb the pipe. 35 degrees F. or less, paragraph 702.10 of consists of all excavating, filling, rough grading complished in accordance with the American Society of y { K. Die,lecticr, Testing - All PVC and truss Sewer For the remaining trench depth, backfill with the Indiana Department of Transportation and related items necessary to complete the work Civil Engineers Standards for such calculations. Further, that these anon- lateral) pipe must be tested for deflection with � g eei -th or orcnul,.r moteri of containing stones or 1`' Specifications latest revision shall be indicated on the drawings and described in the specifications. The Contractor shall notify in calculations are subject to the interpretations of soil borings as the physical limits an acce table go-no-go mandrel. 9 rocks not Larger than 4 inches. Backfill under and within 5 of walks, parking areas, driveways followed. writing the owners and the Engineer of any changes, of the various soil types, also the allowable variation finish exceed a deflection ion of `�. The deflect on test must be conducted using a mandrel having diameter equal and street shuii be granular material only - F. Concrete Curb errors, or omissions found on the plans or in in grade and compaction permitted the contractor, 1 _ to 95% of the inside diameter of the The test thoroughly compacted b approved methods. y P �y pp the field, before work is started or resumed. and that all of these parameters may cause either an excess or shortage of actual earthwork materials to pipe. .p P must be performed without a mechan ca! pulling device The top 6' of backfill under paved areas shall p be No.53 1. Expansion Joints - Shall be 1/2 inch thick complete the project. If such an actual minor excess or and the rope used to pull the rrrandrel must be no compacted stone. premoulded between storm structures .gc curb. + 1. In general, the items of work to be shortage of materials occurs, the contractor shall stren stronger than 150 pound test. Tog/trail trail ro e may be g g/ P Y , H. Manhole Inverts - Constrruct manhole flow channels 2. Contraction /Control Joints - Unless otherwise performed under this section shall include: contact the engineer to determine if adjustment can be to imbalance of anv size to allow removal of mandrel. A single irndividual of average size, weight and of concrete sewer pipe or brick, smoothly finished provided, contraction joints shall be sawed clearing and grubbing, removal of trees and made correct the of earth. strength withoiA the use of tools to leverage the and of semi - circular section conforming o the g or scored joints spaced 10 feet on center, except for stumps (where required), protection of trees gain must pull rr,andrel. All pipe exceeding the allowable deflection P P 9 inside diameter of the connecting sewers. Make intersection radii where joints shall be laced 5' o.c. J P to remain, stripping and storage of topsoil, Must be replaced or repaired and retested, c size 4 hinges in � z., or grad., graduclly and changes in direction by true curves. Provide such channels fill compaction and rough grading of entire site. SANITARY SEWER SYSTEMS L. Sttorm Water p^ + CvnnectlunS No for all connecting sewers at each manhole. 3. Finish -Tam and screed concrete as soon as p placed, and fill any honey combed - r ,, roof urai,�s, footing places. 2. Excavated material that is suitable may be 1. SCOPE OF WORK drains and /or surface water drains may be connected to the sanitary sewer systems, -including 1. Subdrains - All subdrains shall be of the size Finish square corners to 1/4" radius and other corners to radii shown. used for fills. All unsuitable material and temporary connections during construction. shown on the puns and shall be constructed to the all surplus excavated material not required The work under this section includes all sanitary grades shown. AI! drains constructed off -site as G. Concrete Walks and Exterior Steps p shall be removed from the site. The sewers, manholes, cleanouts and related items including M. Waterline Crossing - Where water lines and part of the outlet drain will be located as shown. location of dump and length of haul shalt be excavating and back filling, necessary to complete the sanitary sewers cross and water lines cannot be •�• 1. Slopes - Provide 1/4 inch per foot cross the Contractor's responsibility. work shown in the drawings, starting five feet outside placed above the sewer with a minimum of 18 inches :•_ J. Ut lru�s - It shall be the responsibility of each slope. Make adjustments in slopes at walk the building walls. The ends of sewers shall be vertical clearance, the sewer must be constructed ^ + ., verify c.ntrcct --r r to ve i y oil existing utilities and intersections as necessary to provide proper 3. Provide and place any additional fill tightly plugged or capped at the terminal points + A of water works grade ductile iron pipe with conditions pertaining to Ihis phase of the work. drainage. 9 material from off the site as may be y adjacent to buildings, pending the connecting of all mechanical joints within 10 feet of the water- 1+1 } I� st ;o1� a.so �e he contractors responsibility to necessary to produce the grades required. such lines to the building drain as specified in the line. contact the owners of the various utilities before 2. Dimensions - Walks and steps shall be one Fill obtained from off site shall be of kind plumbing specifications and architectural drawings. work is started. The contractor shall notify y in course construction and of widths and details and quality as specified for fills herein N. Utilities - It shall be the responsibility of r the writing the owners or the engineer of any changes, shown on the drawings. " "`r }" f✓N "' .� }�� n v��V �� source c " "rcze� I ���c v'��2r 2. MATERIALS each contractor to verify all existing utilities errors or omissions an these plans or in the field before work is started or resumed. and conditions pertaining to his phase of the 3. Finish - Screed concrete and trowel with a 4. The Contractor shall accept the site as he A. Sanitary Sewers work. it shall also be the contractors steel trowel to a hard dense surface after finds it and shall remove all trash rubbish ' responsibility to contact the owners of the 1 K. Contractor to grout joints inside storm surface water has disappeared. Apply medium and debris from the site prior to starting 1. All gravity plastic sewer pipe and fittings various utilities before work is started. The structures where pipes enter or exit broom finish and scribe control joints at 5 excavation. shall conform to P STM D3034, SDR -35 and meet contractor shall notify in writing the owners and and between structure aind casting. foot spacing. Provide 1/2" expansion joints a cell classification of 12454 B in the engineer of any changes, errors or omissions where sidewalks intersect, and at a maximum B. Work not included: The following items of accordance with ASTM 1784. found on these plans or in the field before work spacing of 48 feet between expansion joints. related work are specified and included in other sections of these specifications: 2. All sanitary sewer lines upon completion will be is started or resumed. STREETS H. Curing Concrete - Except as otherwise specified, required to pass a low pressure air test. Said test 0. service Laterals - Individual lot service lines cure all concrete by one of the methods described 1. Excavation, grading and backfilling for shall be conducted according to ASTM F1417 -92, and shall be 6" in diameter and of material equal to in Section 501.17 of the Indiana Department of utility lines shall be witnessed by on Engineer and a that specified in 2A of this section. Service 1• SCOPE OF WORK Transportation Specifications, latest revision. representative of the Clay Waste District. The lines shall be connected to the main sewer by a 2. Storm drainage systems testing shall be in accordance with Table 1. wye at locations generally shown within these The work required under this section includes all I. Bituminous Pavement - Hot asphalt concrete B. Manholes plans. Service lines shall be extended and concrete and bituminaus paving and related items pavement shall be as specified in Section 403 of 3. Sanitary sewer systems capped at a point 5 feet beyond the right-of-way necessar to complete the work indicated on drawings Phe the Indians Department of Transportation 1. Precast reinforced concrete manhole sections Iline or one pipe length for those services on the and described in specifications, 'including but not P g Specifications latest revisions. Paving will -lot P 9 4. Streets and paving and steps shall conform to ASTM C -478 latest some side of the street as the main. Sevier limited to: be permitted during unfavorable weather or when revision. service lines shall be marked on the curb with the temperature is 40 degrees F. and falling. 5. Water supply system red paint and at the end of the line with a All streets, parking areas in contract limits 2. Castings shall be of uniform quality, free wooden 2x4 above the ground. Curbs and gutters J. Compacted Aggregate Subbase 2. BENCH MARKS from blow holes, porosity, hard spots, y' p Sidewalks and concrete slabs, exterior steps shrinkage distortion or other defects. They P. New Sanitary Sewer Main Construction - Contractor 1. The thickness shown on Maintain carefully all bench marks, monuments and other shall be smooth and well - cleaned by shot - shall record dimensions of each service line stub 2. MATERIALS the drawings is the minimum thickness of the reference points; if disturbed or destroyed, contractor blasting or by some other approved method. from nearest downstream manhole measured along fully compacted subbase. Compaction shall be shall contact engineer. They shall be coated with asphalt paint the sanitary sewer main. The locations of A. Concrete - Concrete shall be ready -mixed concrete accomplished by rolling with a smooth wheeled which shall result in a smooth coating, manholes and service lines along with any other and shall he a mix of proportioned fine and roller weighing 8 to 10 tons. Compact to 90% 3. REMOVAL OF TREES tough and tenacious when cold, not tacky or construction changes are to be incorporated on coarse aggregates with Portland cement and water. compaction using Standard Testing Procedures. brittle. They shall be gray iron meeting the original construction drawings and "Record g Minimum cement content shall be 6 bags per cubic Along curbs, headers and walls and all placed A. Remove all trees and stumps from area to be ASTM A -48 latest revision. Manhole covers ' Drawing prints submitted to the Town of Westfield yard of concrete and maximum water content shall not accessible to the roller, the aggregate re occupied by road and surfaced areas. Removal of for sanitary sewer shall be Neenah Type "fill and the engineer as soon after completion of be 5.5 U.S. gallons per sack of cement, including material shall be tamped with mechanical tampers trees outside these areas shall only be done as R- 1772 -A with concealed pickhole. construction as possible. moisture in the aggregate. Slump for normal or with approved hand tampers. noted on drawings or approved by the Owner. weight concrete shall be a maximum of 4 inches 2. Compact, following Section 304.05 of the 1995 3. Joints - manhole sections shall be jointed „ � and a minimum of 2 inches. the slum of machine P iNDOT Standard Specifications. B. All brush, stumps, wood and other refuse from the with sealed o rings. The o rings shall Wooed concrete shall be no less than 1-1/4 trees shall be buried onsite or removed to disposal areas meet ASTM C -443 latest revisions. inches nor more than 3 inches. Standard test off of the site. Disposal by burning shall not STORM SEWER SYSTEMS ASTM C -143 shall be used to measure slump. be permitted unless proper permits are obtained 4. Sismatic coating shall be applied around Compressive strength of concrete at 28 days shall (where applicable). The location of on site bury each manhole joint from 6 inches above to 6 1. SCOPE OF WORK be 4000 psi. All exterior concrete shall have pits shall be designated by the owner or the inches below each pint. Inside pints to j j air entrainment of 5% to 8% by volume per ASTM C Engineer. be filled with recoat plug material. P P 9 The work under this section includes all storm sewers, -260. Retempering of delivered concrete will not 5. Manholes to be tested per ASTM C1244 -93 for storm water inlets, and related items, including be allowed. Concrete shall be composed of: 4. PROTECTION OF TREES "concrete sewer manholes" by negative ne ati excavating and backfilling, necessary to complete the 1• Portland cement - Conforming to ASTM C -150, A. General Protection: The Contractor shall be air pressure (vacuum) test. work shown on the drawings. Type IA or Type IIIA. responsible for the p p protection of tops, trunks 3. APPLICATION 2. MATERIALS 2. and roots of existing trees on the project site Aggregates: Conforming to ASTM C -33 that are to remain. Existing trees subject to A. Permits and Codes - The intent of this section of A. Storm Sewers 3. construction damage shall be boxed, fenced or the specifications is that the contractor's bid on Water - Shall be clear and free from otherwise protected before any work is started; the work covered herein shall be based upon the 1. Reinforced concrete sewer pipe shall confirm injurious injurious amounts of oils, acids, alkalies, do not stockpile within branch spread. Remove drawings and specifications but that the work to ASTM C -76 latest revision, with joints organic rnateriais or other deleterious interfering branches without injury to trunks and shall comply with all applicable codes and conforming to ASTM C -443 latest revision. substances. cover scars with tree paint. regulations as amended by any waivers. Contractor IJVhen storm pipe is submerged B. Welded Steel Wire Fabric - Where required for shall furnish all bonds necessary to get permits 5. HANDLING OF TOPSOIL for cuts and connections to existing sewers. B. Manholes concrete reinforcement shall conform to ASTM A185. A. Remove all organic material from the areas to be B. Local Standards - The term "local standards" as 1. Precast reinforced concrete manhole sectic�.s C. Premoulded Joint Filler - Shall be of non occupied by buildings, roads, walks and parking used herein means the standards of design and and steps shall conform to ASTM C -478 latest - extruding type meeting .ASTM D -544 except that areas. Pile and store topsoil at a location construction of the respective municipal revision, premoulded joint filler used in concrete walk where it will not interfere with construction department of utility company. construction may be either non- extruding or operations. Topsoil shall be reasonably free 2. Casting shall be of uniforni quality, free resilient. from subsoil, debris, weeds, grass, stones, ect. C. Existing Improvements - Maintain in operating from blow holes, porosity, hard spots, condition all active utilities, sewers and other shrinkage distortion or other defects. They 0. Bituminous Pavement Materials - All materials B. After completion of site grading and subsurface drains encountered in the sewer installation. shall be smooth and well cleaned by shot proposed for the construction of bituminous utility installation, top soil shall be replaced Repair to the satisfaction of the owner any damage - blasting or by some other approved method pavements shall comply with the Indiana Department in areas designated on the erosion control plan to existing active improvements. They shall be coated with asphalt paint of Transportation specifications, per latest for seeding and /or sodding. Any remaining top which shall result in a smooth coating, revision. soil shall be used for finished grading around D. Workmanship - To conform io all local, state and tough and tenacious when cold, not tacky -,r structures and landscaping areas. national codes and to be approved by all local and brittle. They shall be gray iron meeting �-• - empacted Aggregate Subbase: Shall be crushed state agencies having jurisdiction. ASTM A. -48 latest revision. stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be 6. DISPOSITION OF UTILITIES: E. Trenching - Lay all pipe in open trenches, except 3. Joints - Manhole sections shall be jointed imited to a maximum of 8% of the total. Material when the local authority gives written permission with rubber t o askets. The rubbe, type type g YP� shall be free from an excess of flat elongated, � A. Rules and regulations governing the respective for tunneling. Open the trench sufficiently ahead gaskets shall meet ASTM C -443 latest g laminated, soft or disintegrated pieces; 9 utilities shall be observed in executing all work of pipe - laying to reveal any obstructions. The revision. When manhole and storm pipe are and and shall be free from fragments coated with dirt. under this section. width of the trench shall be the inside pipe continuously in water. Compacted aggregate shall be graded as follows: B. If active utilities are encountered but not shown diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to C. SUBDRA!NS SIEVE SIZE % PASSiNG on the drawings, the Engineer shall be advised protect workmen and adjacent structures. All 1 -1 /2" before work is continued. trenching to comply with Occupational Safety and 1. Perforated plastic pipe subdrains shall 1 „ 100 Health Administration Standards. Keep trenches conform to ASTM F -405. 80 -100 3/4 70 " C. Inactive and abandoned utilities encountered in free from water while construction is in progress. , -90 1/2" excavating and grading operations shall be Under no circumstances shall pipe or appurtenances 3. APPLICATION 55 -80 reported to the Engineer. They shall be removed, be laid in standing water. Conduct the discharge W4 35 -60 plugged or capped as directed by the Utility from trench dewatering to drains or natural A. Permits and Codes - The intent of this section of #8 25-50 Company and the Engineer. drainage channels. the specifications is that the contractor's bid on #30 12 -30 the work covered herein shall be based upon the #200 5 -10 D. It shall be the responsibility of each contractor F. Special Supports - Whenever, in the opinion of the drawings and specifications but that the work to verify all existing utilties and conditions Engineer, the soil at or below the pipe grade shall comply with all applicable codes and 3. APPLICATION TABLE 1 pertaining to his phase of the work. It shall also be the contractors responsibility to contact is unsuitable for supporting sewers and appurtenances specified in this section, such regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits A. Grading Do any necessary grading in addition to TIME IN MINUTES AND SECONDS REQUIRED FOR FOR PRESSURE DROP FROM 3.5 PSIG TO 2.5 PSIG the owners of the various utilities before work special support, in addition to those shown or for cuts and connections to existing sewers. that performed in accordance with Earthwork (Based on 0.003 cfm per sq. ft. and 2.0 cfm) is started. specified, shall be provided as the Engineer may after final Section, to bring sure Pipe Diameter D in Inches direct, and the contract will be adjusted. B. Local Standards - the term "Local Standards" as tired compaction, to the required grades and sections 4 6 8 10 12 15 18 7. SITE GRADING: used herein means the standards of design and for site improvement. 21 24 27 30 33 36 39 G. Backfilling - for a depth of at least 12 inches construction of the respective municipal B. Preparation of Subgrade - Remove 25 :04 :10 :18 :28 :40 1:02 1:29 2:01 2 :58 3:20 4:08 4:59 5:56 6:58 25 A. Grades: Contractor shall perform all cutting, above the top of the -pipe, backfill with granular department or utility company. spongy and filling, compacting of fills and rough grading material free from large stones, rock fragments, otherwise unsuitable material and replace with 50 :09 :20 :35 :55 1:19 2:04 2:58 4:03 5:17 6:41 8:15 9:59 11:53 13:57 50 required to bring entire project area to grade as roots or sod. Compact this backfill thoroughly, C. Existing Improvements - Maintain in operatin stable material. No traffic will be allowed on 75 :13 :30 :53 1:23 1:59 3:06 4:27 6:04 7:55 10:01 12:23 14:58 17:00 18: 25 75 shown on the drawings. taking care not to disturb the pipe. for the condition all active utilities, sewers and other prepared subgrade prior to paving. remaining trench depth, backfill with earth or drains encountered in the sewer installation. 100 :18 :40 1:11 1:50 2:38 4:08 5:56 8:05 10:39 12:45 14:11 15:35 100 B. Rough Grading: the tolerance for paved areas granular material containing stones or rocks not Repair to the satisfaction of the owner any damage C. Compaction of Subgrade - The first 6 inches below 125 :22 :50 1:28 2:18 3:18 5:09 7:26 9:55 11:20 shall not exceed 0.10 feet plus or minus above larger than 4 inches. Backfill under and within to existing active improvements. the subgrade shall be compacted to at least 100 125 the established subgrade. All other areas shall 5' of walks, parking areas, driveways and streets of the maximum dry density as determined by y the 150 :26 :59 1:46 2:45 3:58 6:11 8:30 150 not exceed 0.10 feet plus or minus the shall be granular material only - thoroughly D. Workmanship - To conform to all local, state and of AASHO T -99. Water shall be 175 :31 1:09 2:03 3:13 4:37 7:05 175 established grade. AiI banks and other breaks in compacted, by approved methods. The top 6 " of backfill national codes and to be approved by all local art, , prevented from standing on the compacted subgrade. 200 :35 1:19 2:21 3:40 5:17 grade shall be rounded at top and bottom. under paved areas shall be compacted No.53 stone. state agencies having jurisdiction. + ructures - Check for correct elevation . Utility Structures 225 :40 1:29 2:38 4:08 5:40 200 C. Compaction Requirements: H. Flow Channels -The flow channels within manholes E. Trenching -Lay all pipe in open trenches, except of all manhole covers, valve boxes and similar 250 :44 1:39 2:56 4:35 225 250 shall be an integral art of the recast base. g p p when the local authority rues written y g permission structures located within areas to be paved, and 275 :48 1:49 3:14 4:43 1. All building pad areas shall be compacted to The channels shall be shaped and formed for a for tunneling. Open the trench sufficient ahead make, or have made, any necessary adjustments in 275 standards specified by local and /or state clean transition with proper hydraulics to allow of pipelaying to reveal any obstructions. The such structures. 300 :53 1:59 3:31 300 building codes. the smooth conveyance of flow through the manhole. width of the trench shall be the inside pipe E. Placing Concrete 350 1:02 2:19 3:47 350 The bench wall shall be formed to the crown of the "U' diameter plus 24 inches for 12 inches above the 400 1:10 2:38 2. For compaction requirements of paved areas, inlet and outlet pipes to form a shaped pipe. Sheet and bra e trench as necessary to a 00 see street specifications. channel. The bench wall shall slope back from the protect workmen and adjacent structures. Al! Subgrade -Place concrete only on a moist, 450 1:19 2: 50 450 crown at 1/2 inch per foot to the manhole wall. trenching to comply with Occupational Safety and compacted subgrade or base free from loose 500 1:28 Health Administration Standards. Keep trenches material. Place no concrete on a muddy or 500 8. EARTH WORK BALANCE I. Infiltration - The contractor shall furnish f A ree from water while construction is in progress. frozen subgrade. 550 1:37 550 The Contractor shall confirm all earthwork quantities necessary equipment to test sewers for infiltration. Infiltration rates shall not exceed Un der no circumstances !ay pipe or appurtenances � in standing water. Conduct the discharge from 1) L. Forms - All forms shall be free from warp, 600 1:46 600 prior to start of construction. If an excess or the Local Standards. All sanitary sewer lines trench dewatering to drains or natural drainage tight enough to prevent leakage and 650 1:53 2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:20 12:45 14:11 15:35 17:00 18:25 650 shortage of earth is encountered, the Contractor shall upon completion will be required to pass a low channels. � substantial enough to maintain their shape confirm with the Owner and Engineer the requirements pressure air test, Said test shall be conducted and position without springing or settling, for stockpiling, removal or importing of earth. according to ASTM 1417 -92, and shall F. Special Supports - Whenever in the opinion of the when concrete is placed. Forms shall be be witnessed by an inspector authorized by Engineer the soil at or below the p i e grade is P clean and smooth immediately before The City of Carmel. Infiltration under test shall unsuitable for supporting sewers and appurtenances concreting. not exceed 100 gallons per inch of inside diameter specified in this section, such special support, of sewer pipe per mile of sewer in 24 hours and in addition to those shown or specified, shall be inclusive of all appurtenances within the section provided as the Engineer may direct, and the being tested such as manholes, house connections, contract will be adjusted. etc. C3 r-i W V) 0 cn 0 z Q r� co V) r Q z Q V) L_ 0 (D M LO cri � 00 �� o w N1 • 920350), STATE OF 0NAL / /11111111 DATE: 09/16/05 r THIS DRAWING AND THE IDEA�DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) t THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering l� PROJECT NO.: 08/01/05 t� DRAWN BY: CHECKED BY: RDR JCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5075 \001 \DWGS \C901 SHEET NO.: CDz w rT, � v1 I' � Il O � H w O w U Q W Q H il] W DATE: PROJECT NO.: 08/01/05 5075.001 DRAWN BY: CHECKED BY: RDR JCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5075 \001 \DWGS \C901 SHEET NO.: (C S)