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OWNER/DEVELOPER X9/1BUHYPAf�KLLC STEVE PITTMAN P.O. BOX 554 CARMEL IN 46032 Ph. (317) - 580-9693 FAX (317) - 580-9786 ENGINEER PAUL I. CRIPE, INC. BRUCE HAGEN 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 Ph. (317) 842-6777 FAX (317) 841-4798 PERIMETER DESCRIPTION A part of the Northeast Quarter of Section 27, Township 18 North, Range 3 East, Clay Township, in Hamilton County, Indiana, and more particularly described as follows: Commencing at Northwest corner of said Northeast Quarter; thence along the North line of said Northeast Quarter and the North line of a 1.00 acre tract described in Instrument No. 83-6194 as recorded in the Office of the Recorder of Hamilton County, Indiana, North 89 degrees 17 minutes 54 seconds East [the basis of bearing is the North line (which line is the South line of said Northeast Quarter) of the recorded plot of Springmill Streams - Section Four, as recorded in Plot Book 12, Pages 45-47.] 238.00 feet to the Northeast corner of said tract and to the point of beginning of this description, thence along the East line of said tract, South 00 degrees 07 minutes 08 seconds East 183.00 feet to the Southeast corner of said tract and to the Northeast corner of a 1.81 acre tract of land described in Instrument No. 9809865839 as recorded in the Office of said Recorder; thence along the East line of the 1.81 acre tract, South 00 degrees 07 minutes 16 seconds East 331.81 feet to the North line of a 0.072 acre tract described as Parcel I in Instrument No. 9709707220 as recorded in the Office of said Recorder; thence along said North line, North 89 degrees 52 minutes 52 seconds East 12.00 feet to the Northeast corner of said 0.072 acre tract; thence along the East line of said 0.072 acre tract, South 00 degrees 07 minutes 08 seconds East 12.61 feet to the North line of on exception tract described as .one (1) acre on which grantor's marital residence sets.' in Instrument No. 93-58524 as recorded in the Office of said Recorder (the next three courses ore along the North, East and South lines of said exception troct);(1) thence North 89 degrees 52 minutes 52 seconds East 185.60 feet;(2 thence South 00 degrees 07 minutes 08 seconds East 100.00 feet; 3 thence South 89 degrees 52 minutes 52 seconds West 185.60 feet to the East line of line of a 0.215 acre tract described as Parcel II in said Instrument No. 9709707220; thence along said East line, South 00 degrees 07 minutes 08 seconds East 37.37 feet to the North line of line of a 1.66 acre tract described in Instrument No. 9709711234 as recorded in the Office of said Recorder (the next three courses are along the North, East and South lines of said troct);(1) thence North 89 degrees 52 minutes 52 seconds East 78.02 feet;(2 thence South 00 degrees 08 minutes 08 seconds East 230.52 feet;(3) thence North 89 degrees 59 minutes 09 seconds West 0.41 feet to the East line of a 1.96 acre tract described in Deed Book 328, Page 187 as recorded in the Office of said Recorder; thence along the East line of said 1.96ocre tract, South 00 degrees 07 minutes 16 seconds East 129.78 feet to the approximate centerline of Henley Creek and to a Northeasterly line of a 12.41 acre tract of land described in Instrument No. 9709740067 as recorded in the Office of said Recorder (the next seven courses ore along the Northeasterly and Easterly lines of said 12.41 acre tract and the approximate centerline of Henley Creek);(1) thence South 66 degrees 13 minutes 28 seconds East 308.08 feet;(2) thence South 34 degrees 03 minutes 17 seconds East 88.22 feet;(3) thence South 09 degrees 57 minutes 49 seconds East 153.00 feet;(4) thence South 17 degrees 50 minutes 32 seconds West 117.56 feet;(5) thence South 02 degrees 49 minutes 27 seconds West 188.78 feet;((6 thence South 05 degrees 01 minutes 43 seconds West 121.92 feet; 7 thence South 01 degrees 16 minutes 46 seconds West 173.77 feet to the South line of the North Half of the Southwest Quarter of the Northeast Quarter of said Section 27; thence along said South line North 89 degrees 14 minutes 49 seconds East 691,96 feet to the West line of the East Half of the Northeast Quarter of said Section 27; thence along said East line, South 00 degrees 11 minutes 09 seconds East 657.54 feet to the South line of the Northeast Quarter of said Section 27; thence along said South line, North 89 degrees 13 minutes 32 seconds East 166.28 feet to the West line of a 1.00 acre tract described in Instrument No.9609638999 as recorded in the Office of said Recorder ( the next two courses are along the West and North lines of said 1.00 acre troct);(1) thence North 00 degrees 11 minutes 09 seconds West 264.00 feet;(2) thence North 89 degrees 13 minutes 32 seconds East 165.00 feet to the East line of the 19 acre tract described as 'TRACT ONE' in said Instrument No. 93-58524; thence along the East line of said 'TRACT ONE', North 00 degrees 11 minutes 16 seconds West 2365.74 feet to the Northeast corner of said 19 acre tract and to the North line of the Northeast Quarter of said Section 27; thence along said North line, South 89 degrees 17 minutes 54 seconds West 822.08 feet to the Northeast corner of a 1.24 acre tract as described in Instrument No. 9809829045 as recorded in the Office of said Recorder ( the next three courses are along the East, South and West lines of said 1.24 acre troct);(1) thence South 01 degrees 47 minutes 59 seconds East 199.36 feet;(2) thence South 89 degrees 17 minutes 54 seconds West 273.90 feet;(3) thence North 00 degrees 16 minutes 14 seconds East 199.35 feet to the North line of said Northeast Quarter; thence along said North line, South 89 degrees 17 minutes 54 seconds West 317.73 feet to the point of beginning, containing 56.957 acres, more or less. ALSO, A part of the land conveyed to J. Warren and Juanita Harvey per Deed Record 137, Page 407 as recorded in the Office of the Recorder of Hamilton County, Indiana, and being a part of the Northeast Quarter of Section 27, Township 18 North, Range 3 East, Clay Township, in Hamilton County, Indiana, and more particularly described as follows: Commencing at Northwest corner of said Northeast Quarter; thence along the North line of said Northeast Quarter and the North line of a 1.00 acre tract described in Instrument No. 83-6194 as recorded in said Recorder's Office, North 89 degrees 17 minutes 54 seconds East 238.00 feet to the Northeast corner of said tract; thence along the East line of said tract, South 00 degrees 07 minutes 08 seconds East 183.00 feet to the Southeast corner of said tract and to the Northeast corner of a 1.81 acre tract of land described in Instrument No. 9809865839 as recorded in the Office of said Recorder; thence along the East line of the 1.81 acre tract, South 00 degrees 07 minutes 16 seconds East 331.81 feet to the North line of a 0.072 acre tract described as Parcel I in Instrument No. 9709707220 as recorded in the Office of said Recorder; thence along said North line, North 89 degrees 52 minutes 52 seconds East 12.00 feet to the Northeast corner of said 0.072 acre tract; thence along the East line of said 0.072 acre tract. South 00 degrees 07 minutes 08 seconds East 12.61 feet to the North line of on exception tract described as '.one (1) acre on which grantor's marital residence sets.' in Instrument No. 93- 58524 as recorded in the Office of said Recorder and to the point of beginning of this description (the next three courses are along the North, East and South lines of said exception troct);(1) thence North 89 degrees 52 minutes 52 seconds East 185.60 feet; 2 thence South 00 degrees 07 minutes 08 seconds East 100.00 feet; 3 thence South 89 degrees 52 minutes 52 seconds West 185.60 feet to the East line of line of a 0.215 acre tract described as Parcel II in said Instrument No. 9709707220; thence North 00 degrees 07 minutes 08 seconds West 100.00 feet to the point of beginning, containing 0.43 acres, more or less. Subject to the rights-of-way for 136th Street and 131st Street and other easements, covenants, conditions and restrictions of record. i Went 138th Street ti Area 57.38 Acres W Mow SECTION 3 APPROVAL PENDING THESE PLANS ARE PRESENTLY UNDER AGENCY REVIEW AND ARE SUBJECT TO CHANGE REVIEW SET NOT FOR CONSTRUCTION NOT FOR BID WMe.w_eew PROJECT DATA Project Address: Went 138th Street Project Area.: Area 57.38 Acres Total Lots 102 lots Ashbury Park Sec. 1 35 lots Ashbury Park Sec. 2 49 lots Spring Farms Sec. 3 18 lots INDEX SHT DESCRIPTION S COVER SHEET CONTACT CO. / C101 MAP SHEET y` C102 EXISTING CONDITIONS AND DEMOLITION PLAN C103 EXISTING CONDITIONS AND DEMOLITION PLAN C104 EXISTING CONDITIONS AND DEMOLITION PLAN C105 EXISTING CONDITIONS AND DEMOLITION PLAN C106 EXISTING CONDITIONS AND DEMOLITION PLAN C107 EXISTING CONDITIONS AND DEMOLITION PLAN C108 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE DEVELOPMENT PLAN � C202 SITE DEVELOPMENT PLAN MARK RIGGS C203 SITE DEVELOPMENT PLAN C204 SITE DEVELOPMENT PLAN ERIC MASON C205 SITE DEVELOPMENT PLAN 4i Z O C206 SITE DEVELOPMENT PLAN JOHN O'MAHONY C207 SITE DEVELOPMENT PLAN r' C208 EROSION CONTROL PLAN KENT WARD C209 EROSION CONTROL PLAN kt" C210 EROSION CONTROL DETAILS AND SPECIFICATIONS C301 STREET PLAN & PROFILE C302 STREET PLAN & PROFILE CARMEL ENGINEER C303 STREET PLAN & PROFILE 317-517-2439 C304 STREET PLAN & PROFILE HAMILTON COUNTY SCS C305 PAVEMENT DETAILS 317-776-1101 C401 INTERSECTION AND CULDESAC DETAILS CLAY TOWNSHIP REG WASTE C402 INTERSECTION AND CULDESAC DETAILS 317-844-9203 C403 ENTRANCE DETAIL C404 ENTRANCE DETAIL C405 TRAFFIC MAINTENANCE PLAN C406 TRAFFIC CONTROL PLAN C501 SANITARY PLAN & PROFILES C502 SANITARY PLAN & PROFILES C503 SANITARY PLAN & PROFILES C504 SANITARY PLAN & PROFILES C505 SANITARY SEWER DETAILS AND SPECIFICATIONS C701 STORM SEWER PLAN & PROFILES C702 STORM SEWER PLAN & PROFILES C703 STORM SEWER PLAN & PROFILES C704 STORM SEWER PLAN & PROFILES C705 STORM SEWER PLAN & PROFILES C706 STORM SEWER PLAN & PROFILES C707 STORM SEWER DETAILS AND SPECIFICATIONS C708 STORM SEWER DETAILS C801 WATER DISTRIBUTION PLAN C802 WATER DETAILS AND SPECIFICATIONS C901 GENERAL SPECIFICATIONS C902 I GRAVITY WALL DETAILS BENCHMARKS PROJECT - Reference: U.S.C.&G.S. Bench #$80 - Bronze Disc Stamped 880 1951, Located 13' North Of The Centerline Of 131st Street In Line With Clay Center Road 10' South Of Fence. (XR 89445-20000) Elev. = 879.78 WEI Control Point Rebar (Point No.500) Set Flush With Ground, Located Southwest Of The Entrance To Buckhorn Subdivision, It's Approx. 17 Feet West Of A North-South Fence And 50 Feet± East Of A Power Pole. Elev. = 883.76 µ, � CONTACT CO. / PERSON FOR y` Li Q co NAME PHONE NO. FAX N0. = OWNER ASHBURY PARK LLC 317-580-9693 317-580-9786 PSI LARRY CASTETTER 317-581-3048 317-581-3031 � INDIANA GAS MARK RIGGS 317-776-5597 317-776-5553 AMERITECH ERIC MASON 317-252-4274 317-252-5000 4i Z O HAMILTON WESTERN JOHN O'MAHONY 317-818-6403 r' COUNTY SURVEYOR KENT WARD 317-776-8495 317-776-9628 kt" Ta CARMEL DOCS TERRY JONES 317-571-2417317-571-2462 CARMEL ENGINEER KAYE BOYLE-WEESE 317-571-2441 317-517-2439 ff HAMILTON COUNTY SCS JOHN SOUTH 317-773-1432 317-776-1101 y: CLAY TOWNSHIP REG WASTE JAY ALLEY 317-844-9200 317-844-9203 PANHANDLE EASTERN SHARON PRATER 317-873-2410 "MY Noor DON'T %z 1-800-382-5544 DIG CALL TOLL FREE BLIND 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA PAUL I. CRIPE TEAM 317-842-6777 FAX -841-4798 EXT. NO. ' PROJECT MGR BRUCE HAGEN 661 t PROJECT ENGR XXX PROJECT SURVEYOR TERRY MILLER 745 PROJECT LAND PLANNER PROJECT LAND PLANNER XXX QUALITY ASSURANCE JOE SHARP 675 DWG, TYPE FILE NUMBER LTJ UJ_ co i 0 Z ZV) ~W vi - O w s 1 VW) V J W a z Z a } F- (n z y'' �WVZ=d V=i w,,,o� =?0WZa0 �t>ZSaZZ WZaz aw�w!3 V I 00 I- w-, E i. W "" ° � Y f> d�-ai CL Ix 0ZQ.a Q Q Z a V= - Q U N d 0 Q r" _ r Z v Z Iw N 00 CL BY: \��•```��` � ��G1ST ERFO �'�� 0. _ 920299 S -;io �� STATE OF 0� Dmn k. CMded W. BRUCE HAGEN 0 -MY : 0 SCOW 1'-N.T.S: ShMel C S Ode 07-23-99 ft0d Nunbm 980528-20100 Is �^ nl CID Li Q co _ = Ow a V v � 1 4i Z O x Q_ BY: \��•```��` � ��G1ST ERFO �'�� 0. _ 920299 S -;io �� STATE OF 0� Dmn k. CMded W. BRUCE HAGEN 0 -MY : 0 SCOW 1'-N.T.S: ShMel C S Ode 07-23-99 ft0d Nunbm 980528-20100 Is POINT OF BEGINNING 56.96 ACRE TRACT 884 . .. . ..... . .... ------ - -- ........ . .......... . .... ViTC= U . . ..... SEC is dl� - - - - ------------ 884 emcw ........... ........... . .... ............ . . ................ - - - --------- 886 884 i. ALL GRADES AT BOUNDARY SHALL MEfT EXISTING GRADES. LMIM RA LEM 2. ALL TOPSOIL SHALL BE RACED IN MUM AREAS AND WNSTRUCTURAL FILL AREAS. UPON COMPLE'Y" OF MASS EARTHWORK- TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX Pm 00111187RUCI10N (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES. MOUND MEAS, MEAS BETWEEN CURB AND CLEARING LIM Am DISTURBEDAjiDISTURBEDry AREAS rrei OF cmi rmur • AND 8 PARKING AREAS. $ANTARY OEM I STRAW BALE DAMS. SEDIMENT PITS AND siv FENCES gvLL BE UTILIZED TO CONTROL SANITARY CLEANOUT EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. ,-,--.West 136th Street-" SANITARY LATERAL SANITARY MANHOLE 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND Aft SANITARY LINE 891� 7'54 W 136th ShiPee t N. ;_.:N--, NE 1 ,`SQC, 27-18N--,_lr; VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION I", - LIMITS. S 317.73' ....... . .. . ... ....... - - - - ---------------- - - --- ::> SANITARY STRUCTURE NUMBER In rrl T-1 np SANITARY S. THE BASE FLOOD ELEVATION (OFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE t- I CASTING ELEVATION FEET. ........... . . .... .... CT jF�,� Z W. L " L.,.0 --(LFT ....... ... 7f, . ..... .............. . ............ _RP C7:i -7, �a. . ................ .......... IMMIN L . .......... . ........ . ..... ..... .. . . . .......... . ........ . ........... . �_ _�: ........... ... . .......... . _17r) . . .................. .0 S . ............. yl -- - --------- . Sl__ , I. EASEMENT UK UP& r)K. NO . ............... ::�x !�- �WAI r�qCr"C_ 6. SEE STREET PLAN & PROFILE SHEET FOR ADDITIONAL GRADES ON STREET. I E .................. ..... . ........ JM K- ...... .... \ W" 7. THE TRENT OF THESE PLANS 5 70 USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND D 28140.1 'S _bminM. C.A. TO DISPOSE OF TOPSOIL Q. FT. \A UnClOr b*m,* Drain AkREG. U.&D F -Ilk 8. BMW PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE N 0.05 AES FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS Ln ��j -4 11. I I I IRREG. U.0 -E. AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. C.A.C "B" J' U.&D.E. c> C> 6086.7 SQ. FT. 5962* 9' SQ. BUT) o 0 0 0 1, 0'x! 0 -------- CS! 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S M. ..6 . ..... . .. 0.14 -AM rs�j 0.14,AC-RES SSD Fut, Ln Sw" REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL w J� k� CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL LLJ '00' S W17'54 rmwr� 'i�, W W AREAS. -132-89 tj 17. SION SENVER 1 ��, q sllt % .2 ci 00 rvl I I 55.00' p 00 0" ------ 35 1A INS r �p 10 TWGRAPHIC NO PLANIMETRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS. CURB WITH SUBSURFACE DRAIN (SSD) ----.1 . . ... . .... . . ....... .......... H BLDG PAD r ACCURACY HAS NOT DEN TOTALLY CONFIRMED BY PAUL 1. CRAPE, INC. ANY DISCREPANCIES SM PAD ELEV=885.3 S 8717'54* W 7i 00 1 f4m "cTe SHALL BE REPORTED TO THE ENGINEER. uj L4 /* c0 7283.5 SQ. FT. ............. M.00, C=) 7398.5 SQ. FT. ICD 0.17 ACRES STORM SEWER INLETS 50!00 0.17 ACRES Z. OD 82 FOU.8 1 1.4 STORM MANHOLE co MA 00 Od . . ...... . . 3 1 END SECTION !� 1 Bm L4 PAD 61 .5 SQ Ff STORM SEW STRUCTURE RAW M. 84 PAD .!r00 884.1 Q� IN_ . ......... . ........ L: em PAD EL \882.5 044 - - - ------- 2 1 TC 1883.401 1 34 1 STORM SEWER INVERT ELEVATION 1 1 / - ?. q BM PAD cd t, BLDG . 0AD I k_ j I - \0 .7 S\Q. TOP OF CASTING ELEVATION ELE%�� cd 5 AC)PRI 7429�3 b. 7=4 SQ. FT. S 89*1754" W 273.90' ck. I I r , I VIALE VWD 0 0.70% /(f.17 ... u 1 7847.4 SQ. FT. 15' B.S.L. SWALE WITH SUBSURFACE DRAIN (SSD) - - - - - - - ...... . .... ACRES 0. 111. ACRES .......... . ..... - M. 15"o ACRES 4.04 Y_ A 6\ 88 9 .4 > �E!,R 0.18 IE (7y. '54 5- D.L S OT NEED 6V03 58.97'jg% SW.E NO SSD55.00' 55.00' . ... .021 -O0X 49.93' I�F OF 12" RCP 0 0 0 0 30' BUFFER YARD -------------- 0 k 0 0 0 C D.E. 3 61. 25' D.E. BLDG PAD ELEV=8&1.9- 7460.0 SQ. FT. - V) S % 0 0.17 ACRES N:)_ < Xk num m 29 z 28 z •m. w 31 BM PAD SIX PAD 'S WATER co $ 33 BLDG PAD 4' ELEV-886-6 tt' ELEV-886.0 it. BLDG �PAD w w pl;t I%t I TA. 9 IV \0 BLDG PAD ELEV-886.3 91 6-no.0 SQ. FT. 6740.5 SQ. FT. Sf ELEV-885-5 WATER LINE 4EV=1184.7 $i 1W.0 SQ. 1 BLDG PAD • 0 Lq 4 8454.2 SQ \ \)I. (.17 AE 7320.0 SQ. 'LEV . 3; 0.15 ACRES 0.15 ACRES n54.9 S . FT. WATER VALVE BLDG PAD N1, wb 0.;886.6 __l' 0.19 ACRE 0. 17 ACRES 11.71 SQ. 0.16 A PROPOSED FIRE HYDRANT Ak ELEV-883.4 !0.15 ACRES' r 0/ 7490 .6 SQ. % b Qe6 0.17 ACRES n, 65 07M METER Ik' Ifie 20' B.S.L. 0I I 04D 20 MIL I TC 1882. E--=- ELEV- PROPOSED BLOW OFF ASSEMBLY &0. 34•w _pr7 OF 8w_q 15' U. log, 96.0 4L, B.S.. UJAE. .OF Pvc PROPOSED REDUCER 01 13647:-.- OV 55.00' 23.3 0.21 (n I N�f 2, 50.00`�� 1 S&OW 09M�IL 60 55. 1 00 1 33.6 PROPOSED *YEE* 5 1 ......... .. .... 0 v _1 . . .. . ............. PROPOSED 4T ELBOW ELEV-883.0 ol 4, 17-54- 0 11 - ------- P X 1 6893.5 SQ. Fr. X ..... . . ..... . ISO 66 00 41- a 0 uO BLDG PAD PROPOSED W ELBOW 0.20 ACRES EDISON RIVE 348.31' 0./ A ELEV-883.0 4*92 m- - - - - - )w W TN w --j"NOL--mmom m7 -a SQ. j M• 18 wT-:Z= Ty w -4- PROPOSED 22' ELBOW N Tc 18 R c 1 0.20 ACRES LF OF 15' RCP 0 125 0-00' 55.00' 47.48' 27. 8,9 ,� �!S \... �' ? /' nH RAGE 137.48' 63.11, 15 TDUE B.S.L. PROPOSED 11' ELBOW W17'54' W 15* &S. _01 15' D.E. 1171 .8 k � BLDG PAD < 1 0 11 A Lu 11 1 � . 4 B.St. OF -6 4 40 BLDG PAD 0.14 AC1iES •1 25 22 \lk. ivy .6 23.24 z zb �l zj_\l \ � � .21 PAD at BLDG FAD BLDG PAD lumm I ly PAD 00 F -mm ELEVI iL E �V-F_ 3 ELEV=884.9 .8 9 6199x. SQ. Fr 36 D868.7 9Q. SQ. FT. OVERHEAD ELECTRIC E E 6 SQ 7076.8 SQ. FT,-, 015 ACRES/ 014 ACRES BLDG PAD SEC IN • 0.1 ACRES 6,44 ELEV-884.1 .0 SQ BURIED ELECTRIC BEC C 0.14 A 504 14 8678.0 Pf-- 7 12 ELECTRIC MANHOLE co, 1 4 - BLDG PAD ACRES POWER POLE a F&A 0 M9.7 SQ. FT. 6 0.21 A GUY WIRE M. . 55.00' 37 TRANSIFORMER ;s_ m7_ LEM m W1754' V - 1- -.1-05.27- p ANY CONSTRUCTION BELOW THE 100 YEAR FLOW ZONE X REQUIRES PERMIT FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL I RESOURCES (DNR). I.- 12 _j LZU ORO F z A( z 600 5; j00 I m<wz 61M c 2 LL - c 0 3: - .9L Z VcrN _0 I. WATER LINES THROUGHOUT THE PROJECT SHALL BE WALLED WITH AT LEAST 48 INCHES OF • COVER TO PROVIDE PROTECTION FROM FREEZING. '- < BLDG PAD - (MINIMUM PAD ELEVATION) MEANS THE DEVELOPER is To FILL THE AREA TO THE W01 ON 11% PLM ARE BASED " AME 00 C" ELEVATION SHOW ON THE PLANS. z 9_ NO PAD - ME46 THE LOT MO MUST DEVELOP AN INOlVVJAL PLOT PLAN AND No PADFILL t REQUIRED BY THE CONTRACTOR. 00 WE - (BASE FLOW ELEVATION) MEANS THIS IS THE LOWEST FLOOR ELEVATION PER INDIANA oft 0- E L0 IN, 0 DEPARTMENT OF NATURAL RESOURCES FLOOD CONTROL DIVISION. NO OPENEING CAN BE BELOW w THIS ELEVATION. 07-23-0 6. SEE SHEET C802 FOR AL4 OTHER UTILITY DETAILS. 0< x 7. WATER AND SEWS CROSSIINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH `TEN STATE FOR CALLS mm or IWIANIIrprum lu MY AM Mi CWIS_� LL- 4- u A*d WNW c 2 LL - c 0 3: - .9L Z VcrN _0 I. WATER LINES THROUGHOUT THE PROJECT SHALL BE WALLED WITH AT LEAST 48 INCHES OF 0 S., C14 0- 0 COVER TO PROVIDE PROTECTION FROM FREEZING. '- < W01 ON 11% PLM ARE BASED " AME r, z r, 2. LOCATIONS OF DOW UNDERGROUND UTILITY LOCATIONS ARE AppRoxwTE. THE CONTRACTOR < IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. Z W 3. PLASM WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL mi �4: STANDARD NO. 256-3, PRODUCT STANDARD 22-70, OR ASTM D 2441. D 00 4. SEE SHEET C707 FOR STORM SEWER DETAILS. 5. SEE SHEET C5M FOR SANITARY SEWER DETAILS. 07-23-0 6. SEE SHEET C802 FOR AL4 OTHER UTILITY DETAILS. 7. WATER AND SEWS CROSSIINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH `TEN STATE FOR CALLS mm or IWIANIIrprum lu MY AM Mi CWIS_� A*d WNW STANDAW AND LOCAL CODES. A 4. I' clq GRAM PLAN LNW 41 7 BMW PEDESTAL (Z� N. m WIT54 L rurru- 3 to 71 CONFRUCIVIll 2.0 ppw cr. GUY POLE 8 % \ 879 aDC ELECTRIC MEYER Wow SPOT GUM to / J;(l 5 ACRES Wag] go" SPOT GRADE BLDG PAD 6" it 38 SlItEET LIGHT �em ELEV= C4 4 _W BLDG PAD STREET LIGHT MRTCH 0851 OW 15 > %k, N. - 0 17 - / / 1 1 Us 00 �.14 ct Al ELEV-882.3 4 N 89-5�527, E 12 00 - \1 I - r It �' �, o 0 6720.0 SQ. AREA LIGHT CO 44 I i\ , 11 1(, 'r /-1880.1 TOP or WALL WADE lc� �R 185 25%' .1 0.15 A BOTTOM OF WALL GRAM 0 <\ FLOOD LIGHT l4y r A \11 9 70 DO 39 TOP OF COMM Lj 3 D %'k PW SLOG PAD \ Q h r INVERT ELEVATION ELEV-Blk9 L X 0 ELEV=861.6 10733.3 S%FT. 0 .0 SQ. FT. •OAS O 0.25 ACRD, 6\15 ACRES PROPOSED I FL CONTOUR CSID r 8-8-0 11 1 SAO CARX I TELEMINE S 5 i\c- ,c - . 1 . I W -ell CTV CTV PROPOSED INDEX CONTOUR Lij it 40 OVERHEAD CARE TELEVISION -262 20' \ I I z .6 .4 BLOG PAD E 0 1 0 BCTV- BcTv_ PROPOSED SWALE 0 0 BLDG BURIED CABLE TELEVISION FAII em -0 SQ. Fr. BY-. <1% GAS LINE G - G SOLE WITH SSD (SUB -SURFACE DRAIN) ONO 0--3r- .. .. . ..... . ........ i 0 RM PAD 61 .3 .16ACRES OVERHEAD TELEPHONE LINE T - T - T 881.3 ELEV4 88? PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 0.4 A"" fitq 4 AN" 12413.� SQ. Fr. C.A. PC" 41 BURIED 7ELEP"OW LINE errc STC STC 1.009 0.2me r PROPOSED DRAINAGE FLOW ARROW WITH GRADE CABLE RISER PEDESTAL L SIX FAD Aj J I W61 27-E 196911.5 SQ. ELrOmM.4 HIGH POINT H.P. 1 129.00' 1 f GAS VALVE �$ 0i `�� f M 4.52 ACRES 0 1 7 0 0.20 ACRE9 GAS METER LOW POINT L.P. IRREG. D.E. STA 0 TE OF N P 4 p 0'0 0,9 PROPOSED MINIMUM FAD ELEVATION SIX PAD=801.5 mat 0* 4 ) 1 11 - 0 PROPOSED �YkLaci- SEE DETAIL,,' SQ. 40- 2 BASE FLOOD ELEVATION SLOG PAD B.F.E.mOOD.0 SHEET CSIT "I 1� - - + pr / . % 9. ELEV6890.5 log I/ ri w -E em.0 SQ. 1*52 6t 0 co N\, 0.15 ACRES 0 0 15J14 0 x 0 &PAD a 0480.7 -n 6 ft rf?,> IX, 0.1 75M.3 mi. FT. 17 42- !80 -4-46 _,_ - i 44 0.17 ACRES aF3]'JZ;-W cl 0 BLDG ----------- 0 V 6746.3 FT. 0.20 16 +0 W'OAD LA 3 ltwl 8790.11-K."FT. Allol �� 75Z rr. ------ ACRES 0\23 ACRES 0\ . ........ . ... . .... . ..... 0116 A 0 -07.4 o L 0 . . . . . . ................ . . .... . .... nots I Z �, 876.5 77 '0 r Irwn M 0"dw Dr. ffig" HAGM wft DONIPT cmrom 0 LOCAIM OF All DOW UMERMM URM DIG W01 ON 11% PLM ARE BASED " AME BLIND QUM EIDEKE (iii W rM Wed to. Vmms, wag %*4m OW no" ffw* "m A ON SIPECLILAME N MM"W*='AWMK C201 NA Om 01ISMIC um"m vmm FOR *Km "N Is NO ABDW go" Ema OR MR mw No amOft 1-800-382-5544 QWM E%TM WAS OBSEIM. X EXACT CALL WILL no LOCAMIS OF SO DOW WDEIMM 07-23-0 1-800-428-5200 V"S Mw BE WOU By 7K C0Nm`CTm FOR CALLS mm or IWIANIIrprum lu MY AM Mi CWIS_� A*d WNW '_zzz_1 7 I ..... ..... 7& 0.261 ACREP Go 5.05' % 196911.5 SQ. m. 4.52 ACRES .5 0 W. Li �4 \ ! IRREG. D.E. I ", ".am. 0 IF o cl \ . \+s \ '�LDG PAD \ , i .1 a 0 '80" 7z' 78. 0 ELIEV=880A j 6404.7'\;Q. A 0.1 Abf= PROPOSED VYALL- cd SEE DETAIL,/ \61nox�\Sq Ff. r, u F877XI < I ACR �.Ij 1 1, SHEET C90� j i 879.0 �rO CP So I 11 .00 14.13' 878.8 S OvW, I I MA Y 776 Ike %p ,,"42 BLDG PAD \s ELEV=NO.5 6325.0 SQ. FT. BLDG PAD ELEV=880.4 8622.4 SQ. 0.20 ACRE T 7' 7' %0.15 ACRES 77. 1 v 4 %1BLDG PAD 0 ! It 1b 0 'o A3 Lq -8791 4 -1 M 711 11 SQ. I It �=7 f SQ. Ff>> BLDG PAD �ti 5 -sq,. ff. ot -_'tow \% .__w.16_1CRES SQ. FT. Ip In cl) SO 44 S, 0 1tvilIZ12- W % BM PAA HU 112-00- e";!z 0 V 00' ID 1XV ELEV40.5 r ,g If 1p 8746.3 S�4. FT. If :7771 ft 153 20 ACRES 13 \0 0. +0 16 BL w, 1 /'/ / 1 ,r w BLDG PAD PAD .4 7 tLEV=878.3 ELEV-8782 ♦ `1 1".5 SQ. p ACRES 0`90, ACRES PIP 0 00", O 74. 4 P SQ.\ FT. _43CMAD % 21 ELEV=879.7 J& BM PAD 15 i i!0 �/i \5. AIQRE8\ 9352.0 SQ. Fr. �v h \ ELEV-877.3 DG PAD .0 0.21 ACREt� 49 La ELEV-1177.2 rn 4 9406.1 SQ. Fr. a QLDG PAD 1\09M6 -878.9 0.22 ACRES SQ �!r- ELIEV ._.........i• ACRES; 0\ 68K5.6 SQ. rr. 114 0�p Z) Lp .16 ACRES 7 6. 0w -v . . ......... ...................... V Ex_w 871 " % • I 48 46 3 BLDG PAD SM PAD ELEV-879.2 E zo) I Y t4 ELEV=879.5 ♦ I A2.37' -.1Y. %p .7540.0 SQ. NO. 91-2106 gm.0 SQ. FT /gcp. ix 1 0 17 ACRES ER INSTR. NO, 91 0.21 ACRES T j' BUILT OUSND THE Emu) NE WAS U♦ 8j47 moi, i "A "ch_ # ! + \ \ gj 6 b, BLDG PAD 41, ELEV-679.5 /I m �, �►• j / Po 9361.4 SQ. FT. it CI -01 N1, \1 I ACRES N cp 4, C)o NORMAL C�I -.1 C, C, r% A "r"P . ........ . ....... 4.52 ACRE 196911.5 s -Q. Ff. S -4 IRREG. D.E. A S. T- .............. ............... ,2 66,73 3 814 L...... . .... .31-00874 C? CID 0 ELEV. 12 .. .. . . ....... ....... ... 14� 'A STREAM BED TYPE (R4SB Classification) WETLANDS AS SCALED FROM 'NATIONAL \ ` �\ WETLANDS INVENTORY MAP', CARMEL QUAD. MAP, DATED 1990 tk % % c it It +; ir H! I i �f IN it ;o I I r ?9 of w8r28!01* E 60.00' C.A./"C" 4. ACRES C. 50 '� BLDG PAD ELEV-87&4 6600.0 SQ. 0.15 ACR G. D.E. cj A 0 Qk sh ro CJ cp C.7 VO v< 00 4 cp C> fee `b 4ZMO9.qiQ. FT. 9-BeACRES rj cp 1-0 (31� C7 IRREG. D.E. � V X, G C2 co cj rQ1 C, -4 // / , / �\ cj 'Ile C-1 c� C2 cj S. LI NW 1/4, N - - - - - ------------- - i 7_10 - G� . ................ It Al i C-1 C7 oo/ co -4 co of C2 cj C, C, Ci ej /zA OD C2 42'N'00k SQ. rf.-' i ItIf 942 E. CIO /cj i �� NO PAD FINISHED FLOOR 873.0 NANCY LOT 106 STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER STORM SEWER INVERT ELEVATION TOP OF CASTING ELEVATION SWALE WITH SUBSURFACE DRAIN (SSD) "Wo-M- WATM GRAM NM 1. ALL MKS AT BMW SHALL MEET EXISTING GRADES. Um" FILM LEVO 2. ALL TOPSOIL SHALL K RACED IN MWNDw AREAS AND mMSTRUCTURAL FILL AREAS. UPON ELECTRIC MANHOLE COMPLETION OF MASS EARTMWW TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX ploom 00011400 (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, MEAS GAS LINE G BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND ■ to. PARKING AREAS. MWMY MER PROPOSED W 194 3. STRAW BALE DAM SEDIMENT PITS AND SILT FENCES SMALL BE UTILIZED TO CONTROL WARY CLEANOUT EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. SANITARY LATERAL SANITARY MANHOLE 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR To FIELD VERIFY HORIZONTAL AND SANITARY LINE UA VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION STREET LIGHT LIMITS. SANITARY STRUCTURE NUMBER 1 -0ox FLOOD LIGHT 5. THE BASE FLOOD ELEVATION (SFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 870.0 SANITARY CAM ELEVATION FEET. EASEMENT LINE BLDG PAD401.5 W FLOW ELEVATION 6. SEE STREET PLAN & PROFILE SHEET FOR ADDITIONAL GRADES ON STREET. 7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRIXTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL. 8. RkM PAD AREAS AND SIRELI DESIGNATED FOR FILL SMALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR WON AREAS AND STREETS ARE TO BE STRIPPED Or TOPSOIL PRIOR TO PLACEMENT OF FILL. 9. CONTRACTOR SMALL PRESERVE DOW TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL STM 8sm AREAS. CURB VM SUBSURFACE DRAIN (SSD) 10. TOPOGPAP14C NO PVXNETRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS. ACCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL I. CRIPE, INC. ANY DISCREPANCIES MOR urm SMALL BE REPORTED TO THE ENGINEER. STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER STORM SEWER INVERT ELEVATION TOP OF CASTING ELEVATION SWALE WITH SUBSURFACE DRAIN (SSD) "Wo-M- WATM WATER LINE w WATER VALVE ELECTRIC MANHOLE PROPOSED FIRE HYDRANT POWER POLE WATER METER GAS LINE G PROPOSED BLOW OFF ASSEMBLY ■ to. PROPOSED REDUCER TRANSFORMER PROPOSED W 194 PROPOSE 45' ELBOW 4r 404 PROPOSED 917 ELBOW v P PROPOSED 27 ELBDW a ur iIW4 PROPOSE 11' ELBOW UA w o2cm OVERHEAD ELECTRIC - E E RM ELECTRIC - SEC SEC ELECTRIC MANHOLE 0 POWER POLE BCTV- GAS LINE G GUY WIRE OVER" TELEPHONE LINE T TRANSFORMER BURIED TELEPHONE LINE ErTC ELECTRIC PEDESTAL CABLE RISER PEDESTAL GUY POLE Qf ELECTRIC METER GAS METER (a _STLE 0 !.D _ r� 0 011 STREET LIGHT SWALE 0 0.50% STREET LIGHT AREA LIGHT 1 -0ox FLOOD LIGHT M.P. 08 / CARE / 7REPHONE x4m OVERHEAD CABLE TELEVISION CTV X-Im - CTV BURIED ow TELEVISION BCTV- PROPasED TOP OF WALL GRADE BCTV- GAS LINE G - G OVER" TELEPHONE LINE T T T BURIED TELEPHONE LINE ErTC BTC 87C CABLE RISER PEDESTAL ZE GAS VALVE >4 GAS METER (a MY CONSTRUCTION BELOW THE IM YEAR FLOOD ZONE "A7 REQUIRES PERMIT FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL RESOURCES (OW). BLDG PAD - (MINIMIJM PAD ELEVATION) MEANS THE DEVELOPER IS TO FILL THE AREA TO THE ELEVATION SHOWN ON THE PLANS. NO PAD - MEATS THE LOT OWNER MUST DEVELOP AN INDIVIDUAL PLOT PLAN AND NO PAD FILL REQUIRED BY THE CONTRACTOR. OFE - (BASE FLOW ELEVATION) MEANS THIS IS THE LOWEST FLOOR ELEVATION PER INDIANA DEPARTMENT OF NATURAL RESOURCES FLOOD CONTROL DIVISION. NO OPENEING CAN BE BELOW THIS ELEVATION. MIN PLM Nom I- WATER LINES THROUGHOUT THE PROJECT SMALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 2. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR 6 TO FIELD MR ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 3 PLASM WATER LINES ARE 70 BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256-3, PRODUCT STANDARD 22-70, OR ASTM D 2441. 4. SEE SHEET C707 FOR STORM SEWER DETAILS. 5. SEE SHEET C505 FOR SANITARY SEWER DETAILS. 6. SEE SHEET C802 FOR ALL OTHERunLITY DETAILS. 7. WATER NO SEWER CROSSINGS AND SEPARATIONS SMALL BE IN ACCORDANCE WITH -TEN STATE STANDARDS' AND LOCAL CODES. L PNEMENT SPOT GRADE x4m rnVrVJGV GROUND SPOT GRADE X-Im MATCH ENSTING GRADE Xl= PROPasED TOP OF WALL GRADE PROPOSED BOTTOM OF WALL GRADE PROPOSED 70P OF CASTING PROPOSED INVERT ELEVATION PROPOSED I Ft. CONTOUR 145-1 INDEX CONTOUR SWALE _STLE 0 !.D _ r� 0 011 PROPOSED SOLE WITH SSD (SUB -SURFACE DRAIN) SWALE 0 0.50% PROPOSED MANAGE FLOW ARROW (DIRECTION) PROPOSED DRAPIAGE FLOW ARROW WITH GRADE 1 -0ox HIGH POINT M.P. LOW POINT L.P. PROPOSED MINIMUM PAD ELEVATION BLDG PAD401.5 W FLOW ELEVATION B.F.E.-800.0 war DON'T ImErsz- DIG BLIND 1-800-382-6544 CAU 1011 REE 1-800-428-5200 FOR CALLS W0DE OF MAKA Sam2L LOCAMIS Or ALL E)WW WKWUND UIU it SM ON 7W PLAN ARE BASED " ABOVE GROUND EVIDENCE (bcivft but not ImNed to kdek vdvm one "wh mob upon TA)A*NIE SKCtXAr4E N KA=&M7AL$0 BE om DIM uum FOR I" HERE is NO ABOVE GIDAID EVIDENCE ON FOR NO NO ABOVE MAID EVIDENCE US 00%M THE DWT LOCATIONS OF SAID DOW tNWMM UUMES SIOAD BE VEWIED BY INE CONTRACTOR PINN 10 MY AND ALL COMOW cn CN2 04 IV CD to z 0 RE OF i Q g HAOIN M)03 W t 136th Str i` 1. ALL GRADES AT BOUNdIRY SHALL MEET EXISTING GRADES. UNE" PLAN LEGM ., l..... a - - ------------------- •---.... H - - .....: - ...........1.... ............._'.. _.__ _ ......_ n Ogg 0 es eeV - - _ _............_........._.._.... - 882 -- _. _ �.. ._...-..... _ _..._ ..... - - _ - - _... - �. RIM.1�iIN ._kf' . _ _...... - _--.-- -; ._ -fig .._...___- - rld Sections e 8 SwALE w/ SSD � � � __ r CMP 18 LF _ o -- Q Q _cb 0-*- ---= s2 - IRIS - N NO SSD bb b --- 1.00x R ., y r - a --a _ _ _ ° tr'boo°pt --- --- �45.94iTi7 � iF •O�8G7l8x.6 °s�....I _ `w�• 365.02' 'R17?'c"�nOu or '8CpCAC.A. "E" Fr. ®28140.1 l \ 0.65 ARES \. �` 39263.1 SQ. Fr. - LnI o, _-. _._ _. \ I � 0.90 ACRES O ( 1 1 IRREG. UU.d;D.E. 0 0 0 8 g o °�lo SWALE NO SSD ° 1 , ° U I-OQX SN�IIE NO SSD N 89x17'54' E 1150.76' WALE W/ SSD-„�„'�'._._ _S� __._.. � `- -.�� IRREG. U.N.E. 0 0 0 --r- 0 0 0 -r ON!0 --0 o o 'r � E I - � S `"`•. SW" 2 D I,, 741 g3.76' 65.00' . v' / ; f 8 5.00' 55.00' , 79. 5 .00' 879.1 55.00' > I 878.5 S 6� ,`�• o i 1• S/VW54' W # 1 $'60 ( f ( ` �oj 7Q �'� T m> f 55.00' + c R I 7 c W` 8 •4 831,7• F \ \ io . • , S 89'17'54' w ri I co � 81 D 18 7 til 77 50 ,I r \``. - 55.00' z I BLDG PAD z 8b z 79 � ''' PAD BLDG PAD ``� \ 4j ° ! I ELEV=881.4 PAD BLDG PAD 8 ` S' I �' �o z- $ o $ 880.5 �, ,. ELEV=879.9 S `� 1 ° \ • 4 $ a� 82 $ 6b50.0 Fr. %EL -$81.0 N ELEV=880.6 _o I 714819 sQ. Fr.! ^: g ^' g I BLDG PAD' 6048.9 SQ. Fr. : MOO I . 8 , 8658.8 SQ. Fr. t, �, 76 9 �.D• \`. ^'� ELEV=881.9 °: k4 ACRES q 6050.0 S@ Fr. �I B. • 0.1 ACRES :I >E 0.20 ACRESPAD 'P3 $ F1'. 0.14 ACAS 0.14 ACRES I I : 0 2 / 8 3 `� 84 . BL PAD 0 6117.5 SQ I _ ELEV 8 BLDG PAO ELEVN882.5 014 ACRES \ \ I I �' t4 7832.7 SQ. Fr. , .-NI R R Nrl�° ELEV 883.5 2ft-S.L o, _ x 0.18 ACRES : �4 h - 0 6481.7 SQ. Fr. � 7 � 879.9 ,y `0• 75 1 t \ o v ` 20' B.S.. I1 0.15 A d�j 20' U E `' / BLDG PAD 7847.4 SQ. %'r. - - 15 B.S.I. 5 5' .&D.E. 55.00 8 9. , 8' PVC s• 000' 8 � � ELEV=880 6 6000' 9. 7751.9 SQ. FI'. 0.18 ACRES ` U• 1 fi':9 ' 4.06' 55.00 �` 127 2 0• 7 0.18 ACRES • Si3 0 , � 93' - - - 43 ' ^ 515 ,_ r_ I... o �_� i O _.... 0 1 o N 17'94 E o !� 1 324.06' AL`LZ ST eIRCLE "' 1 J t �.9! 74 BLDG PAD R ER t M M. ELEV 8 fl` M - % v o '•; , J� / , � • � A �. 'M 55.00' -03 \.per � q� ���. �� 7779.9 SQ. I �h 880.3 55.00 55.00 I 55.00 .1 55.00 `\ t 27 ` !�° 32.03' 15' UAD.E `� i 15 U.NtO.E. 15' .S.L 8 3 \ \ a? /S0 \ 0.18 ACRES 1 h / 1 3 .1 0 IG PAD , / i' � 9 , �'\ ��O • sAR55 // \B.S.L. � .1 20 B.S.L. 878. • _.. \ 96'9_. .9 4. rT. - / \. 6 A �' �`' ! 4 ;' 63 62 j 61 z `� ,� ° • �'� \ 73 I 65 6 $" SC ; BLDG PAD ' 1 BLDG PAD $ BLOC PA ,• BLDG PAD `0 DG N BLDG PAD BLDG PAD / 8235.=5Q8 I >�ELEV=882.0 ELEV=881x.0 d ELEV=880ELEy==.1 ELEV=879.7 ELEV=879.4 r 7 PT. 198.0 SQ. F1'. 8050.0 S Fr. 6050;0, SQ. Fr. 8050.0 SQ. 6050.0 SQ. Fr. 8060.0 SQ. FT. ,E ,�, �� 1 / 51619 ACRES I 0.14 `• ACRES 0.14 A 0.14 ACRES 0.14 ACRES. \ , ,. 0.21 ACRES 0.14 ARES \ ' J BLDG PAD / <. / `' c�' / �� J.�' �� �d • �`` ! O ! ELEV=880.7 ! I - N 1! 3 c -\, - _ o j 12830.3 SQ. FT. 0.29 ACRES 1 - 9.4 6 1 ' D.E , 72 00, ii , / >' BLDG 6PAD 878. 5. D.E. 55.00' ` 55.00' 55.00' SS.00' ,} S ¢s? N 87 r El I `� BLDG PAD r 0 !� ELEV=883.0 5S' 8 4 .4 �• N 89'48 44 .1 I • !S i % ,,, / 8657.8 SQ. Fr. 'o SS �,� 877876 w 4 ?s "= I �- �.; -4 7922.3 SQ.. FE'• I I 0.20 ACRES . �` / S° i 875 �'158= j m 0.18 ACRES874 __ .............. 873 - - 67 - � / i BOG PAD I I N = •� r 1.1 • \ \``7° °° • \ sB +' ?� BLOC PAD 871---}- - I , ' .627E3[ESV=S88Q1: Ff - ' v1�► i �' , ELEV 882.2 -� - 0.14 ACRES s , s s, I 31 - : �: C.A. "H" 115.05' v t B !,�• ' 8060.0 SQ. Fr. _ ° ,�s \ ` 865 '' i ' ( -r. I at I 6949 �. 0.14 ACRES. �b• ,Ef "- V - \ " " r ( j N 89'48 44 E rn I�) I' N 0.16 ACRES .A. IRREG. D.E. 68 \ 41718.6 SQ. Fr. �r BL.DG,.P.AD 880 ._ OA6 ACR!; -_ -�.•- t \ I 33 H1=881.2 �\ I PAD .� PO X050.0 SQ. Fr. `� j BLDG PAD 1 5 i� R�OOL 873.00 _ 4% � 0.14 ACRES * i ELEV 881.7 °a STORM ELEV. = 87 5 r 9915.5 SQ. Fr.RES i, �, `s!. ,S. \ \...�• 69 s p `� CY 9 0.23 ACRES r, / BLDG PAD �o� 1 \ / f ►� fo / / 7 OF \ \ \. >9 1 ELEV=880.4 3 / 6050.0 SQ. FI'. rj• % ,���.x , ah ,, BLorran \s��. 0.14 ACRES - J . \\ 56: ; /� y BLDG/PAD 672" SQ. Fr. � 32 / � � 0,���• fit' BLDG PAD �k ! ELEV,A861.2 t , ' 667-0 SQ. 15 ACRES �i�• Qj• \\\ ELEV=6795 y r J` . 015 ACRES 512 • R.� / / / \ 6050.0 SQ. Fr. - 01+ X _ �j, � 0.14 ACRES - _�,. 10 - �• BLDG PAD s>.' ` <`` d 71 /0 ' .. / ELEV=882.3 � �, ,p� -- BLDG =PAD ' j ,� �/ / � / / •''--�-,-~ /v I p r p `�s,�s• `�� Y BLDG PAD ; c I % 6720.0 SQ. Fr. , y. �' `b V. ELEV=878.8 1� e�Q> 50.0ELEV)r� 0.15 ACRES," 1 �' �0\ <��' 7150.0 SQ. Fr. w / 80.14*R (k611 G 0.16 ACRES '' 0.14CRES / /, BLDG PAD o/54 i ° i.1 .0 SQ. FT.�G- ` �! �,5 / �'rd► / A�Q�i�� ACRES `�. , / 53 °>. �i� 6187.1 �. �� , �� �. /...._-', �P __ 0.14 yi;.. �' /�, ro. ! / 884 ; • . � .�,,�o. 40 � s, � BLDG PAD � P� / --'-�.', � .4 $s BLDG PAD 1 �9� \�� >�i 11760.2 8Q. Ff. ELE1''aa 1Ar. '�,, 0.27 wry / s /, `1 / -�- / , ✓�C' .'------`__�,�`' :` /`� ! `Is• �. 6960.0 SQ. IT., �d'• �' 1 8j• \ 10 11 O j1 / i /v % ! ` 0.16 A E. 1 ? ���, % 41 1 � , i� i /� \ ICS / '`/'�! �/ �� BLDG PAD ��' /' • �`'�' ELEV=880.4 g • .5 % �ti 8622.4 SQ. �- / k � 3 �. �\ y`�' � `�- j/ _.... 0 0.20 A -,. CRE ./ / i / - �! o ' ,s• ° ; ,tib / � :727 `, ' � o >• b� / f1�' -'� R-150.00' / >� �. V J�l,L 42 \ ��, f o / A 2 3 4 . 4 0 ' / \ / ,,✓ / /� - - fig' \C\l .- I -880.5 ,! ti^ .'�, /G' \� /� C--, ` / �. 8325.0 SQ. Fr. 5 �y 4 \� 's 15' U dD. 2 2 6 6 �., /G \ y `�("�`C/- 'St► 4, 0.15 ACRES j I \ J'�� �� ( v / \ `. 1. ""}r`t12 ' A SQ. r.c,_- 2A5� / ,` ACRES v / 43 �, // ��' � / / , ' i 1 \ =Cj" I mo. �`/ •/ � Q IRREG_ BfDG PAD �� q, J''�k I \ / `' /c,`•�/.- \�_- J' E'LEV=880.7 '3' 1 �`� "� J' �O� / \ 52 allr1 /G ",��>\ 750867 CP / i q� 00 / ! \5 E 8 i BLDG PAD 10666.6 Fr. t V / /v \\ j / \ °>. 6 iyti 0.24 s ss BLDG�51 ?°°. F OO s'�� \., 6756.9 SQ. Fr. NNREG D.E _ \ / \ /� \i /- ------------- 44 ---- _ / i .�h v > 0.16 ACRES ELEV= b / 1 / ! S' \,' O ��, i V\'\\C� / - - 10 8746.3 St�. Fr./v B8 0.20 ACRES / i g / / i / / / _.4 71' AD ' s ELEV 766000,0Q. FT. 8.0 ` G h 5 A 8 .3 7&7l�� BLDG PAD 877.9 ELEV=878.4OG 5k6. '�' s I \ / PAD r` - \ 6600.0 SQ. =879.7 w t ` 0.15 ACRES: SQ. Fr. 90 CJ cl IN ACRE�5149 7 O r 1rRr_A_1 . • 8. R• I STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER 00 STORM SEWER INVERT ELEVATION TOP OF CASTING ELEVATION SOLE WITH SUBSURFACE DRAIN (SSD) � -0 0-0.70E - - A"1.11' i WATER LINE GRAONG NOT% 1. ALL GRADES AT BOUNdIRY SHALL MEET EXISTING GRADES. UNE" PLAN LEGM 2. ALL TOPSOIL SHALL BE PLACED IN MO1MW AREAS AND NONSTRUCTURAL FILL AREAS. UPON H COMPLETION OF MASS EARIHWM. TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX IDOPOlED AREAS BE ANDD SUCH MOUND AREAS, (SEN WATER METER CURB AND CLEARING LIMITS. NG AND DISTURBED AREAS OUTSIDE OF BUILDI PARKING AREAS. &WGA" SFS ELECTRIC METER PROPOSED REDUCER 3. STRAW BALE DONS, SEDIMIENT PITS AND SILT FENCES SWILL BE UMIZED TO CONTROL SANITARY CLEANOUT EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. SANITARY LATERAL SANITARY MANHOLE 4. EXISTING UTIM LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND SANITARY LINE x4m VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION *jl LIMITS. SANITARY STRUCTURE NUMBER ®i S. THE BASE ROOD ELEVATION (BFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 870.0 SANITARY CASTING ELEVATION FEET. EASEMENT LINE MATCH DIb'ITNG GRADE 6. SEE STREET PIAN A PROFILE SHEET FOR ADDITIONAL GRADES ON STREET. -* 7. THE INTENT OF THESE PIANS IS TO USE ALL EXCESS FAL MATERIA ONSITE. BORROW PITS PROPOSED TOP OF WALL GRADE IN NONSTRUCIURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND FLOOD LIGHT TO DISPOSE OF TOPSOIL. 8. BUILDING PAD UREAS NO STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE ' FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. PROPOSED TOP OF CASTING 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LINTS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL STM OEWER AREAS. CURB WITH SUBSURFACE DRAIN (SSD) 10. TOPOGRAPHIC AND PIANIMETRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS. PROPOSED 1 Ft. CONTOUR ACCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL 1. CRIPE, INC. ANY DISCREPANCIES CURB INLETS SWILL BE REPORTED TO THE ENGINEER. STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER 00 STORM SEWER INVERT ELEVATION TOP OF CASTING ELEVATION SOLE WITH SUBSURFACE DRAIN (SSD) � -0 0-0.70E - - A"1.11' i WATER LINE w w WATER VALVE ELECTRIC MANHOLE H PROPOSED FIRE HYDRANT IDOPOlED A WATER METER ` PROPOSED BLOW OFF ASSEMBLY ■ to. ELECTRIC METER PROPOSED REDUCER CI PROPOSED PIWIMR SPOT GRADE PROPOSED "TEE' w PROPOSED 45' ELBOW `oil x4m PROPOSED 90' ELBOW *jl PROPOSED 27 ELBOW r1 STREET LIGHT PROPOSED 1 t• ELBOW nji•I MATCH DIb'ITNG GRADE BECTRC OVERHEAD ELECTRIC E E BURIED ELECTRIC BTEC BEC ELECTRIC MANHOLE m POWER POLE IDOPOlED GUY WIFE GUY GUY POLE TRANSFORMER ANY CONSTRUCTIONI BELOW THE IOD YEAR FLOOD ZONE •A' REQUIRES PERMIT FROM FEDERAL EMERGENCY WMAGEMENT AGENCY (FEMA). ANY CONS11IRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL RESOURCES (BOOR). BLDG PAD - (MINIMUM PAD ELEVATION) MEANS THE DEVELOPER IS TO FILL THE AREA TO THE ELEVATION SHOWN ON THE PLANS. NO PAD - MEANS THE LOT OWNER MUST DEVELOP AN INDIVIDUAL PLOT PLAN AND NO PAD FILL REQUIRED BY THE CONTRACTOR. BFE - (BASE FLOOD ELEVAITON) MEANS THIS IS THE LOWEST FLOOR ELEVATION PER INDIANA DEPARTMENT OF NATURAL RESOURCES FLOOD CONTROL DIVISION. NO OPENEING CAN BE BELOW THIS ELEVATION. vm" PLAN NOTE$ I. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 2. LOCATIONS OF EXISTING UNDERGROM UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR LS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 3. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256-3, PRODUCT STANDARD 22-70, OR ASTM D 2441. 4. SEE SHEET C707 FOR STORM SEWER DETAILS. 5. SEE SHEET C505 FOR SANITARY SEWER DETAILS. 6. SEE SHEET 0102 FOR ALL OTHER UIM DETAILS. 7. WATER AND SEVER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH 'TEN STATE STANDARDS' AND LOCAL CODES. „ DON'T ' DIG BLIND 1-800-3882-5544 CAU TIM "a 1-800-428-5200 FOR CALLS OUM OF NNRAIIA CAM LOCANG OF ALL DIS A1C tMDU410M UTUTES SNOI1t ON 1115 PUN AAE RASED UPON ABOVE GROUND EVIOM (bdo tnN but not 1v it to. m mi do R kdft vdvm ab w4ft nada upon the VVAW by OMon) AND ARE SPECULAIK N NAME. BELE MAY ALSO K OAER DOW IRDERG UND MM FOR V ICN 1NIX N NO ABOVE GROUND DOM OR FOR M16T1 NO ABOVE GROUND EMM IVIS 0850M. THE DIACT LOCAMIS OF SAD EMM UD IMIND UlIU11ES SHOULD BE rEWO BY TND CONTRACTOR PRpR TO ANY AND ALL CONS11gJC1M ® 4PAW PLAN LEM ELECTRIC PEDESTAL IDOPOlED GUY GUY POLE ELECTRIC METER ® PROPOSED PIWIMR SPOT GRADE X® PROPosED GRO11M SPOT GRADE x4m STREET LIGHT STREET LIGHT MATCH DIb'ITNG GRADE AREA WIT -* PROPOSED TOP OF WALL GRADE FLOOD LIGHT PROPOSED BOTTOM OF WALL GRADE ' PROPOSED TOP OF CASTING PROPOSED DIVERT ELEVATION PROPOSED 1 Ft. CONTOUR OAS 1 CAKE� TBEPNOI�E PROPosEo INDEX CONTOUR OVERREAD CABLE TELEVISION CN CN BURIED CABLE TELEVISION BCN BCN p�pD SWALE AL E 0 1.OXo 0 GAS LINE G G PROPOSED SWALE NAM SSD (5118 -SURFACE DRAIN) _ � �•V - - - - OVEREAD TELEPHONE LINE T T T PROPOSED DRAINAGE ROW ARROW (DIRECTION) BURIED 70DIHM LIE - BTC - 8Tc - BTC - ks p�ppSEO DRIWMCE ROW ARROW WITH GRADE 1-.0ox CABLE RISER PEDESTAL CAS VMI•VE 0.4 HIGH PONT N.P. GAS METER GM LOW PONT L.P. PROPOSED MIXMNIM PAD ELEVATION BLDG PAD=801.5 BASE FLOOD ELEVATION B.F.E.=800.0 DON'T ' DIG BLIND 1-800-3882-5544 CAU TIM "a 1-800-428-5200 FOR CALLS OUM OF NNRAIIA CAM LOCANG OF ALL DIS A1C tMDU410M UTUTES SNOI1t ON 1115 PUN AAE RASED UPON ABOVE GROUND EVIOM (bdo tnN but not 1v it to. m mi do R kdft vdvm ab w4ft nada upon the VVAW by OMon) AND ARE SPECULAIK N NAME. BELE MAY ALSO K OAER DOW IRDERG UND MM FOR V ICN 1NIX N NO ABOVE GROUND DOM OR FOR M16T1 NO ABOVE GROUND EMM IVIS 0850M. THE DIACT LOCAMIS OF SAD EMM UD IMIND UlIU11ES SHOULD BE rEWO BY TND CONTRACTOR PRpR TO ANY AND ALL CONS11gJC1M JI earn F N W W ~ 0 Ix 00 Z1 o, 0 W N� O CLa�..a Z XQ V QoLL.� a -) Q? V 0� V) J a Na v �Zr- Z I w N DO n M or V Z M a CIS a _ � � v v z F BY: a�.aaanmmmniu�,,, JGE HqG,'%,,,� ��,.•��° aa�OQ� �.��, W Elv fo No. 920299 3 STATE OF %. �� /IyDIA1M• �� � .� DAMBM Ar 61at1Nd !Y: NAQIR Wdy hmwm SodrK 0 Sods t' stall 0202 Ode OT -23-98 880628-20100 e `s'-•IBLDG PAD ELEV=880.5 ��J �r ,gyp / /• / 1 .4 �� \ G /G \ C��"-- �) 6325.0 SQ. Fr. 1, ' / / '�, \ � G/ ,..\CSS'`/ �c�s�\,�-•._......-•-•. - /G ^' / P' / 24 "'' •..' S Rip zzti Z 2 6 6 v /\ �� ��. w 0.15 ACRES / kp p r `_4 / 1 / TC 1876t� 0 ............... ' ._ _ G/ i X09. SQ. �Q� /G ps - \ i / t \ ' / - \ 6..62 Ai"�ti ES -<, / .. % 0 - A3 �``cSH `i / / '/ 877.1 s'� `' A „G„/X L� i \ AD � - �`• w rc i `� '�? '\ s , o,: 52 8 69 /G �`- �..._ ..- t`It SQ. FT. cP %, �P� 00 BLDG PAD /' 6. G `- o� 0: ACRES / Nu � ELEV=877.6 10855.8 SQ. Fr.- �$. 6756.9 SQ. FT. 0.24 -ACRES t 'r� /G f 0 l 0.16 ACRES M.E.y`G �\ \ \ G/ G/G gyp0= -% l / 51 .4 71' ! / BLDG PAD 6800.0\,SQ. Fr. N _..._- `�: ... p 0.15 ACRE 7 ro '-' /` \ , G r 50 A \ ,��, M.E. - / , BLDG PAD i \� G ELEV=878.4 \� i ,v �` / _ \. ,cm' 6800.0 SQ. Pr. 0 � ` -tom 0.15 ACRES .)3, %G /G I ` o \ 49 4_QLDG PAD ELEy=878.9 606.6 Q. FT. ✓d T \/ J' // 0.16 ACRES ; \ G 723 3 8.9 \` : 48114 BLDG PAD O ,,�' G n G G 7 0 7} Et.EY=s79.2 I �' t l/ •. / G / ' 4�' A l J, 7540.0 SQ. G/; ,\ G/ -- ..........._.- --�.,t 23.21' 83.39' 0.17 ACRES / :.\ \ N 06 p t �� BLDG PAD r'I\. �I h ELEV-879.5 ° 1 c^ J `\ / / ` , ~~ _ • 19361.4 SQ. Fr. i r /�' \ /C' \ \\ co 879.5 f / / / 7��0• ° J 0.21 ACRES t ��gT6 3 ? 1874.501 1 \ \91 PAD .5381\ G \ /G\� / '� \ $ / E877.9 3� \ / \ / \ G ! \ 8T28'Ot' E v 9?� N j. \.vG/ / 92 1611 Hk'8 SQ. Fr. f 0 60.00' Al „ /G , \. BLDG PAD ' 0,67 ACRES / ��• oko4 C.A.; C / /G \ G / •�/G M ELEV=876.8 \ <16082.0 SQ. FT.cb `'� % \. . G / C, ' 0.37 A 19691h.5 SQ. FT. .52 ACRES no V40, O �' / G , ..,. 49 OK 13669,E G N I `••: LOA Rcp O i 1S•..............1 06^ \...\ CD \iG / 1< ,� G / / f / R� go. 7 ( ELEV=877 9 , D / C.7 -...._ . 706N 44 E a 16399.4 SQ. FT. I 1" 0.38 ACRES /G 25 00 I v, / . G / / ' ! 93/ `° ,o \ $ 140.00' j ' I BLDG PAD A J, - ELEV=77.8 / • �; Z o, I ad m _ 7179.1 FT. FT. 0.39/ACRES jG/ �.,.. I � ! �! rD_.._...._ \\ 427809.1, �Q. FI'. r /' / ! ` ? I �' j I 8e 05 9 ACRES (- / / ../ J f / �' j /G i - J BLDG PAD T. G hl/G ... .. ,i / i N �48'44'!E j 171.22' J a'. ( f ELEY=878.6 . 'R / / ��l✓ G/ ,G 31.9 139. 5' 14000.6, SQ Fr. `` '''• I %r 50.0 R 0.32 ACRES ~ " 2 1 \v W46-44- 94 cd f , :' i r' f � rp,� B•. 011' ,� f ; ' PAD / i /' 8 a i ELEE --878.8 ( f /G �1,Q ,G / j i i ! 14213 SQ. ACRES 114 /G i ` 1 f j j w X i PAD /v �� i f f f/ I ( 7 • j 0-878.6 ; l I s i!� f' N 89'48'44 50.98' \ s \�. /4145.8 SQ. FT// /G Q / / r �' N!t / f 1 M i ` 7. 1 .00' 8.3 % ; :, NW 1/ 4 NE t, 4, SEC. 27- ice+ lq-3E i �\ o { � q, 0.32 ACRES/ ...... _... -.. _ _.. ............ ci Aill, 95 20' B.SL. J r / BLDG PAD N �• i i ELEV=878.8 523 �o ti'/ \ . 15368.TTJC 1878. 1 SQ. Fr. N STORM SEWER INLETS J STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER - STORM SEWER INVERT ELEVATION-;' TOP OF CAM ELEVATION L SWHALE WITH SUBSURFACE DRAIN (SSD) - - - - - 0 0.70x - - i co co O o WATER LINE W GRACING NOTES 1. ALL GRADES AT BOUNDARY SHALL MttT EXISTING GRADES. ;2 � ` UT7l.RY PLAN LSO 2- ALL TOPSOIL SWILL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON PROPOSED BLOW OFF ASSEMBLY to. PROPOSED REDUCER COMPLETION OF MASS EARTHWORK, TOPSOIL 91ALL BE SPREAD TO A DEPTH OF FOUR TO SIX PROPOSED REE' w PIIOPO� 001181M1CT10N (4 TO 6) NICHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS --.. t PROPOSED 27 ELBOW BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PROPOSED 11• ELBOW n� PARKING AREAS. SANITARY SEWER Z 3. SW BALE DAMS. SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL SANITARY CLEANOUT ® EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. f SANITARY LATERAL SANITARY MANHOLE 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR To FIELD VERIFY HORIZONTAL AND � Z SANITARY LINE VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. SANITARY STRUCTURE NUMBER 5. THE BASE FLOOD ELEVATION (SFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 870.0 SANITARY CASTING ELEVATION FEET. r EASEMENT LINE 6. SEE STREET PAN A PROFILE SHEET FOR ADDITIONAL GRADES ON STREET. \. 7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL. ! 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL 94ALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE To BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. i 9. CONTRACTOR 91ALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S 4 ' REPRESENTATIVE SWILL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL STORM SEVIER AREAS. -- CURB WITH SUBSURFACE DRAIN (SSD) 10. TOPOGRAPHIC AND PLANIMETRIC INFORMATION FROM PHOTOGRAPHIC COWILATION BY OTHERS. ACCURACY HAS NOT BEEN TOTALLY CONFIRMED PAUL BY I. CRIPE, INC. ANY DISCREPANCIES (j CURB INLETS SHALL BE REPORTED TO THE ENGINEER. STORM SEWER INLETS J STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER - STORM SEWER INVERT ELEVATION-;' TOP OF CAM ELEVATION L SWHALE WITH SUBSURFACE DRAIN (SSD) - - - - - 0 0.70x - - i co co O o WATER LINE W WATER VALVE ELECTRIC MANHOLE ;2 � ` I GUY WMtE PROPOSED BLOW OFF ASSEMBLY to. PROPOSED REDUCER p PROPOSED REE' w I; I ; i . t LL -21 w ~ $ 035 ACRES aVo rn m r� / " ! 009 89'13'1 E 00 G ' _ � `� `� S 8 i • W 418.59 ! ( ( 4 N 89x48' v E 1 3.15' 9 rG �i cd 13.49 ► 14 - /• / 08 2 407 1Ak 0!B' __-• o �� �kp � �• \� � w O / 5 13.1 20 B. L. at 40 BLDG PAD \ i ( C-03�, \ ELEV-877.050 -, l r a •:' \ \\ \ 14267.2 SQ. Fr. BLDG RAD ELEV=s ACRES „s R -� n.4 1? 14467.4 SQ. FI' ' o , 0.33 ACR�B I o i A: N 48.44• E 140.00' 1 `� F 4• 151.73' °p B.. z S 89'48'44 W 140.00' 97 NO PAD ` ! ;; i \ $ \ BLDG RID *IM FINISHED FLOOR 873.0 \'ELEV=850 8 102 0160.9 SQ. Fr. CONSERVANCY LOT 106 SLOG iPAO W.� I EE ELEV=873.6 --- AFT."_*____" 14000.0 } LA_ � Fr. � o 8"8 8.53 ACRES {' % _ I •� 522 t 0.32 A o 111 30.43'\2.' I O 2 , f r � N W 4e E 1' 170. i ► 4 S 48'44' W 871 --- --- - N WATER WATER LINE W WATER VALVE ELECTRIC MANHOLE PROPOSED FIRE HYDRANT ` WAITER METER GUY WMtE PROPOSED BLOW OFF ASSEMBLY to. PROPOSED REDUCER p PROPOSED REE' w PROPOSED 47 ELBOW PROPOSED 90' ELBOW w PROPOSED 27 ELBOW •rl PROPOSED 11• ELBOW n� W M>H A6 4 B.ECTRIC OVERHEAD ELECTRIC E E BURIED ELECTRIC BEC BEC ELECTRIC MANHOLE POWER POLE 90 GUY WMtE TRANSFORMER ANY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE 'A' REQUIRES PERMIT FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL RESOURCES (IDHIt). BLDG PAD - (MINIMUM PAD ELEVATION) MEANS THE DEVELOPER IS TO FILL THE AREA TO THE ELEVATION SHOWN ON THE PLANS. NO PAD - MEANS THE LOT OWNER MUST DEVELOP AN INDIVIDUAL PLOT PLAN AND NO PAD FILL REQUIRED BY THE CONTRACTOR. BFE - (BASE FLOOD ELEVATION) MEANS THIS IS THE LOWEST FLOOR ELEVATION PER INDIANA DEPARTMENT OF NATURAL RESOURCES FLOOD CONTROL DIVISION. NO OPENEING CAN BE BELOW THIS ELEVATION. Rmt" PLAN Nm 1. WATER LINES THROUGHOUT THE PROJECT 91ALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 2. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 3. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256-3, PRODUCT STANDARD 22-70, OR ASTM D 2441. 4. SEE SHEET C707 FOR STORM SEWER DETAILS. 5. SEE SHEET C505 FOR SANITARY SEWER DETAILS. 6. SEE SHEET C802 FOR ALL OTHER UTILITY DETAILS. 7. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH 'TEN STATE STANDARDS• AND LOCAL CODES. N: '9W MrQ PLAN LEM ? ELECTRIC PEDESTAL ® I t GUY POLE 0 ELECTRIC METER ® PROPOSED PAVEMENT SPOT GRADE STREET LIGHT � PROPOSED GROUND SPOT GRADE STREET LIGHT MATCH DIS1NIG GRADE AREA LIGHT PROPOSED TOP OF WALL GRADE \ PROPOSED BDROM OF WALL GRADE FLOOD udlr �y . PROPOSED TOP OF CASTING G - -G PROP06ED INERT ELEVATION - PROPOSED 1 Ft. CONTOUR 60 / CAN / TREPNOfE �v OVERHEAD CABLE TELEVISION CTV CTV - --w E 0 1.0% BURIED CABLE TELEVISION BCTV BCTV PROPOSED - , 0 0 GAS LINE G G PROPOSED SWIALE WITH SSD (SUB -SURFACE DRAIN) _ - _�3E� �0'5OX - - - OVERHEAD TELEPHONE LINE T T T PROPOSED DRMNGE ROW ARROW (DIRECTION) BLMRNO TELEPHONE UNE - BTC - BTC - BTC - PROPOSED DRAINAGE FLOW ARROW WITH ORADE I-OOx GABLE RISER PEDESTAL GAS VALVE D4 HIGH PONT H.P. GAS METER GM LOW PONT L.P. PROPOSED WUN PAD ELEVATION BLDG PAD -801.5 POOL BASE FLOOD ELEVATION B.F.E.■800.0 4 X 1 DON'T SAW LOCATr K OF ALL EID51Rl6 UDEROOM UTllIES DIG OM ON IM PLUM ARE RASED UPDN ABOVE aMa BLIND W EVDEMCE (ii bft IPA notli A to t j the fwj ) aMrAND A EC1011WW a FI ' ! NATURE. HK WIT ALSD IN OM DOW *w mo OMM. EAT- LOCArOG OF SAID E101% MROR W 1-800-428-6200 0mms 910 w ME "mD By TME SAM a PRIOR TO AMY AMD All COMS1RUCllpl. FOR cNLs tAINTSDE a m" 1 3 Li J 7d� V W �__F N • V °° O� ZI 00 O W M° to V 0cZXX V �<zLL Q? a U_ O N d O • Qr ^Qr v 0 (0 J ZIw N 00 Q M v �W K� No. -p '920299 STATE OFNAL i cl a•a er FIAT! alft AwAmm satK C204 07-23-99 980628-20100 i w Z CO4 Z Z C �W K� No. -p '920299 STATE OFNAL i cl a•a er FIAT! alft AwAmm satK C204 07-23-99 980628-20100 i co y 1 i G t / CjP j l i ''gyp � • ` , \ i 11 } ' i ` /G / O /G / � l� 1 ?` � \ G' i I �` `� ` + / ;' LI G, NW •Y, i�;��'•.j4, SLC. 27 3c j `, It ) `\ �'• t t \ : i ' i i .- .... - �G - •--- ' _.•.e - - - _ .._.. _..........v' - --- .................. .:.._ .__. ..._.. `� ...- (.............. G...»_..._.-.}/�..,1........ i i / I it cil cD C, r S 8948'44* W: 418.59'-t c0 ; j ! j 407.61' G 3Ic t ! f' r w C.A. jG ' 1, 1 ' `r'1 r j r ; ,{. I :# �t -1 427009'x§' SQ. F'1':' /�9e82 AWR.E. !# <fG if Cos jf # t; RI, \ , l i rr �.je6 � 1 is I If1 i i i iG li !• ;1J;, ,� i x j /! i' It i it I G I �G/ ; # � 1► if j •��I --- ---- _.. 876 : , :i l 1 N. I i\` S I kAm �D` TYPE (1\4SBCx ClassifiC a ) WETLAN\S _A: /SCALEDMOM 'NATIONAL 4 1c WETLAND�NTORY MAP', l g •o t(- CARMEL �D. AP, DATED X, i h ifIN t > i ;# 1 i` # � ` � � • �� ._ ^ _--•--.._. ass rl I Ij 40' U. A D.E. 2 ZONE A FLOOD BOUNDARY B.F.E.=870.0 Jr� NO PAD \FINISHED FLOOR $73.0 C7 RVANCY LOT 106 2842k.5 9Q-Ff"',.., 8�8 6.53 ACRES S 89'14'4 W 555.47' 1 IAD PAD WNW F060 FLOOR FM \-4QONSERVA Y, LOT 107 \283m.7 SQ. 5,50 ACRAL it N. \/ \,00' U. A D.E.' / 1 I/ "-- N 89' 1 rA9:" E 69'1..96' c \ \ \ r 787 OF 12' RCP 0 0.1376 1/4, :,EC. zV._ 18N ..-,K \ Il \. A �30-43'.10', z E 89'48'44' - I 50.98' is WATER LINE (RUDIi9 NOM i. ALL GRADES AT BOUNI MRY SWILL MEtT EXISTING GRADES. 1 .00' PLITY PLAN LEM 2. ALL TOPSOIL SHALL BE PLACED IN MQUNDIK AREAS AND NONSTRUCTURAL FILL AREAS. UPON POWER POLE WATER METER COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX PROPOSED BLOW OFF ASSEMBLY PROPO1m (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS P PROPOSED TEE BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND i ,e" PARKNr1G AREAS. w �� ARY SEWER art ` V f; 3. STRAW BALE DAMS. SEDIMENT PIIS AND SILT FENCES SHALL BE UTILIZED TO CONTROL 95 SANTARY CLEANOUT ® EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. em PAD \SANITARY ELEV=878.8 LATERAL SANITARY MANHOLE 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR To FIELD VERIFY HORIZONTAL AND SANITARY LINE VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION �® j 15388.1 SQ. F'1'. g I O I 0.35 ACRES + t 5. THE BASE FLOOD ELEVATION (BFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 870.0 FLOOD LIGHTPROPOSED N � k SANITARY CASTING ELEVATION t -- EASEMENT LINE 4i E i 15 6. SEE STREET PLM! A PROFILE SHEET FOR ADDITIONAL. GRADES ON STREET. ` 7. THE INTENT OF THESE PUNS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS N NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND ` TO DISPOSE OF TOPSOIL - PROPOSED 1 F1. CONTOUR'T�""' 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE \� "S / CAE / T®.EpNow FILL MATERIAL AND PER SPECIFICATIONS. ALL FILL AREFORA DING AREAS rf f; AND STREETS ARE T� STRIPPED OF TOPSOIL PRIOR TO PLACEMENTAS OF FILACTED L. PROPOSED INDEX CONTOUR 9. CONTRACTOR SHALL PRESERVE DOW TREES WHEREVER POSSIBLE. OWNER AND OWNER'S Il \. A �30-43'.10', z E 89'48'44' - I 50.98' is WATER LINE (RUDIi9 NOM i. ALL GRADES AT BOUNI MRY SWILL MEtT EXISTING GRADES. 1 .00' PLITY PLAN LEM 2. ALL TOPSOIL SHALL BE PLACED IN MQUNDIK AREAS AND NONSTRUCTURAL FILL AREAS. UPON POWER POLE WATER METER COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX PROPOSED BLOW OFF ASSEMBLY PROPO1m (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS P PROPOSED TEE BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND i ,e" PARKNr1G AREAS. w �� ARY SEWER art ` eH 3. STRAW BALE DAMS. SEDIMENT PIIS AND SILT FENCES SHALL BE UTILIZED TO CONTROL 95 SANTARY CLEANOUT ® EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. em PAD \SANITARY ELEV=878.8 LATERAL SANITARY MANHOLE 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR To FIELD VERIFY HORIZONTAL AND SANITARY LINE VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION �® j 15388.1 SQ. F'1'. g SANITARY STRUCTURE NUMBER LIMITS. I 0.35 ACRES 5. THE BASE FLOOD ELEVATION (BFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 870.0 FLOOD LIGHTPROPOSED - SANITARY CASTING ELEVATION FEET. -- EASEMENT LINE 4i E i 15 6. SEE STREET PLM! A PROFILE SHEET FOR ADDITIONAL. GRADES ON STREET. ` 7. THE INTENT OF THESE PUNS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS N NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND ` TO DISPOSE OF TOPSOIL - PROPOSED 1 F1. CONTOUR'T�""' 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE \� "S / CAE / T®.EpNow FILL MATERIAL AND PER SPECIFICATIONS. ALL FILL AREFORA DING AREAS �j� AND STREETS ARE T� STRIPPED OF TOPSOIL PRIOR TO PLACEMENTAS OF FILACTED L. PROPOSED INDEX CONTOUR 9. CONTRACTOR SHALL PRESERVE DOW TREES WHEREVER POSSIBLE. OWNER AND OWNER'S BLDG PAD I CTV REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL ELEV=877.0 BCTV BCTv CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL 14287.2 SQ. !T. GAS LINE 8T01:N1 SEVVER AREAS. Q ACRES SWALE 0 0.50% CURB WITH SUBSURFACE DRAM (SSD) 10. TOPOGRAPHIC AND PLANKIRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS. T T PROPOSED DRAINAGE FLOW ARROW (DIRECTION) ACCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL I. CRIPE, INC. ANY DISCREPANCIES - BTC BTC - BTC - ks CURB INLETS SHALL BE REPORTED TO THE ENGINEER. N 9'48'44' E 140.00' STORM SEWER INLETS 4 15L73�_ STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER 97 STORM SEWER INVERT ELEVATION SLOG PAD TOP OF CASTING ELEVATION I M"em SWALE SWALE WIN SUBSURFACE DRAIN (SSD) 15058.9 SQ. 1R. - - - - 0.35 ACRES ' Io/v.nJ I \ .t o Si \ ` ` ; BLOC PAD\, _ ��` =871.9 v, j \ N 4 r t : ` "`10`x• J� (o cTi o AQ \ \ 9 M. ..,._..._... .e_ •. ~`�`. BLDG PAD �\ 4 16907.5, SQ. !7'. 0.39 MOSES WATER WATER LINE w WATER VALVE ELECTRIC MANHOLE PROPOSED FIRE HYDRANT POWER POLE WATER METER GUY WIRE PROPOSED BLOW OFF ASSEMBLY ■ Q-0. PROPOSED REDUCER P PROPOSED TEE W PROPOSED 47 ELBOW ,e" PROPOSED 90' ELBOW w PROPOSED 27 ELBOW art PROPOSED i i' ELBOW eH ELECTRIC OVERHEAD ELECTRIC E E BURIED ELECTRIC BEC BEC ELECTRIC MANHOLE POWER POLE GUY WIRE TRANSFORMER / • ANY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE 'A' REQUIRES PERMIT FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL RESOURCES (IONR). BLDG PAD - (MNMLM PAD ELEVATION) MEANS THE DEVELOPER IS TO FILL THE AREA TO THE ELEVATION SHOWN ON THE PLANS. NO PAD - MEANS THE LOT OWNER MUST DEVELOP AN INDIVIDUAL PLOT PLAN AND NO PAD FILL REQUIRED BY THE CONTRACTOR. OFE - (BASE FLOOD YM) MEANS THIS 5 THE LOWEST FLOOR ELEVATION PER INDIANA DEPARTMENT OF NATURAL ARESOURCES ROOD CONTROL DIVISION. NO OPENEIMG CAN BE BELOW THIS ELEVATION. I. WATER LINES THROUGHOUT THE PROJECT SHILL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 2. LOCATIONS OF DOW UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR 6 TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 3. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256-3, PRODUCT STANDARD 22-70, OR ASTM D 2441. 4. SEE SHEET C707 FOR STORM SEWER DETAILS. 5. SEE SHEET C505 FOR SANITARY SEWER DETAILS. 6. SEE SHEET 0802 FOR ALL OTHER URM DETAILS. 7. WATER AFD SEWER CROSSINGS AND SEPARATIONS SHALL BE N ACCORDANCE WITH 'TEN STATE STANDARDS' AND LOGY. CODES. iv DON'T DIG BLIND 1-800-3T82-5544 na 1-800-428-5200 FOR CMTS WRME OF BMIANA LOCAMS W ALL EIOSIN6 UIOERpIOUIM MM Sam ON THS PUN ARE amm UPON MOVE OROUND EVMm (hekt twt not Finned to "Wkiw, idete. Vduea, and markt made upon IM graved by *ws) NO AN SPECIAA7K N NAM. THERE MAY ALSO K OTTER DOM UMERpMtNM UW:11ES FOR WO HERE IS NO ABOVE CROUIM EVMENM OR FOR 00 NO ABOVE WA M EMM WAS OBSERVED. K EXACT LOCA11M OF SMD EXIM UIMEROROIIIM uxm SNOU K VENBIED BY nE CONtRACTOR MW TO ANY NOD ALL CdQ1MlC110N. 6 . J . LK _o N V) Ix 2��1� Lz1j V00 rn ZI 00 aa- � E W to U CLQ � v a MZQ:Q cc a��� Q Z OE V0J V -0. -L, N d 0 p,Q^'o J �'W N 0 M i oh Q1 V Q, o� Zcq W ! Zco � � v c CD vl � ; n C z I. ar: CEP `��auuumui �� ,yq`,,,, 0. STATE OF � a � , C• F 1111111111 I BRUCE NAGM sods . 0 sods I* . sked I� C205 Ogle 07-23-99 "N'd wwa► � 98062x-20100 ,I ® 9DM PLAN LEM ELECTRIC PEDESTAL / • GUY POLE 0�%qww LAMA MICTION ELECTRIC METER ® PROPOSED PANT SPOT GRADE )e® STREET LIGHT PROPOSED GROUND SPOT GRADE �® STREET LIGHT MATCH EXISTING GRADE �® AREA LIGHT -� PROPOSED TOP OF MALL GRADE FLOOD LIGHTPROPOSED BOTTOM OF WALL GRADE ' • PROPOSED TOP OF CASTING ` PROPOSEp INVERT ELEVATION ` PROPOSED 1 F1. CONTOUR'T�""' "S / CAE / T®.EpNow �j� PROPOSED INDEX CONTOUR OVERHEAD CABLE TELEVISION CN CTV I BURIED CABLE TELEVISION BCTV BCTv PROPOSED SWALE �0 0-V- GAS LINE G G PROPOSED SWALE WITH SSD (SUB -SURFACE DRAIN) SWALE 0 0.50% OVERHEAD TELEPHONE LINE T T T PROPOSED DRAINAGE FLOW ARROW (DIRECTION) BURIED TELEPHONE LINE - BTC BTC - BTC - ks PROPOSED DRAINAGE FLOW ARROW WON 1_007 CABLE RISER PEDESTAL GAS VALVE D4 HIGH PONT H.P. GAS METER GM LOW PONT L.P. PROPOSED MINIMUM PAD ELEVATION BLDG PAD -801.5 1 94SE FLOOD ELEVATION B.F.E.=800.0 DON'T DIG BLIND 1-800-3T82-5544 na 1-800-428-5200 FOR CMTS WRME OF BMIANA LOCAMS W ALL EIOSIN6 UIOERpIOUIM MM Sam ON THS PUN ARE amm UPON MOVE OROUND EVMm (hekt twt not Finned to "Wkiw, idete. Vduea, and markt made upon IM graved by *ws) NO AN SPECIAA7K N NAM. THERE MAY ALSO K OTTER DOM UMERpMtNM UW:11ES FOR WO HERE IS NO ABOVE CROUIM EVMENM OR FOR 00 NO ABOVE WA M EMM WAS OBSERVED. K EXACT LOCA11M OF SMD EXIM UIMEROROIIIM uxm SNOU K VENBIED BY nE CONtRACTOR MW TO ANY NOD ALL CdQ1MlC110N. 6 . J . LK _o N V) Ix 2��1� Lz1j V00 rn ZI 00 aa- � E W to U CLQ � v a MZQ:Q cc a��� Q Z OE V0J V -0. -L, N d 0 p,Q^'o J �'W N 0 M i oh Q1 V Q, o� Zcq W ! Zco � � v c CD vl � ; n C z I. ar: CEP `��auuumui �� ,yq`,,,, 0. STATE OF � a � , C• F 1111111111 I BRUCE NAGM sods . 0 sods I* . sked I� C205 Ogle 07-23-99 "N'd wwa► � 98062x-20100 ,I I -- 000-999M A" al!aa WSZ40 «oo 9ozo ops.1 AM 0 N30VH :4a"300 0, IdNO/SS%''�,, a m % so avis 66ZOZ6 ; 'ON ey .AG - o z w. G+ - wa C') �J v �CA a � z mo . 25 �o V • w r • 00 irno r • V Z J o v _0 ■ r cZ ;6 =n v> x D O mo M—�v m n(A 0) N 3 No .. 00 v z c0 0 00 • • • • rr• mm• • rZ y� D Z O ��/► ,g 5y Z2 A 2 c pp:j N ( n d. N N N W p O_ oom-gz2m »w•w wsw a -EZ-10 aoa LOZO -j 2 N30VH 30M . � walla IV N -10 aLvis M = � 66ziQzi6 � 'ON , AqO633 Z m w v , a Cbw o .b Co t z ca r a V mo W v M c ��rm N Z v z Q u N r.r O r 2 �Xz DO o D L4 0)� N = 3 o .. 00 Z 1400 n voi�vZ2 ; rp N n f*12> 1m H CAN 0- n N Z ZA i .... 1111 ...... _11__11....._ .............. _ ...............1111 _,__.......... .... ....,.............a.... 7.: .j„ -.r..: :•:1::::111. ....:.c.J 1111.. \r+.l..........✓.......... 1L..,_f.. ,,.`x. 1111 :11,,_11: .._ ............... ........._.. 1111. ..:x' '-- � � ', ...................... ..... _. . _1111.. ••-- .................. ..........._ - 1111.-...................._.......................__.._.._..-.._. ........ - ................ ..__. 1111._ '. . ......wmw,,.-1111_. +������,/��. 1111 y., • • • • • - . ',.A''. •^.;-7:' . .'. .....1111. .1..111... ------% - Mdww-- - - - - - - - - ' r - - _ 1� 5 ` EC -M .:. . _ r 1 `_ l .-.♦ . . : W W W 111M-Slwe 1.• ;,-').�' - '.' E i - :•I. . EC 5 :♦ alrl ..; W W `. 610 \ X10 alo '' at0 C.A. "E" \ ��" TC 880.10 • • : \.. , • O• •• i C , \\ i \ .Aw C.A. B i ✓ ^1\ , I A : .' • ?. i \' • W • i l .%•♦•♦, ♦ j•4 ••. ���9•••�•♦=a� �•i�•00 Or--w•r`► �r00 • •AOC 8 • •O ♦O O. Ow a-. 'F•a• • ; \. 11 ♦'. • ' . xl I 11 - 35 610 e- •'!• ♦ •' EC -8A W W •R• . \ - ------- ' ' .� .. • 1 \ W W BLOC PADi -11 ♦ � ' • • •''' •' •' • C21O ' • . " • • • • i �. I 11 . . BLDG PAD ! ELEV=885.3 / :1111 __.. • • • . • • • W W • • i• ♦ • •11 n'- ELiV=885.0 • • '\i F 1 ` \ ' 77 , 1111 •: � 81 F I W ! - . ' ..__....... 713 c ».. ! . ♦ . • . ...............1. • BLDG PAD i BLUC • " • • BLDG PAD \ j .. r i i \ ELEV-88 BLDG PAD BLDG AD W W 5 ELEV 879 9 \ ! 1,1::11. • _...- _ - . . : -eao s , , ' . . W W • . . . c......._--' - ` \•111.1.-.- \` -• PAD ELEV- . • • •\0 ! �� 82 I I ELEV>t88,.D I �- `i 1.1.11., . _. .. :111;1 BLDG \ I ; ;\� • • \ -- ''83 I I : nEv=E9,.9 I I \ I W W I i . . Rx� - • : i) • W • ♦ • • IP ...-1__111 -111_1 \ ` • • BLDG PAD \ . I • • • • ELEV.a80.3 ♦ • ♦ \ \ \ w . 2 I 34 / • 11" . -� 1111 ..................... •-\ ELEV=88zs - \ i -\ \ It Ax MD ♦ j QC • • BLDG PAD 1 BLDf: PAD / • r E�'03 s W W ♦ ♦ • 1 2ly S.L.. 1 • • • C EC -5 1111 "� ELEy=aK.3 ._.: �....... - ELEYr8N.3 . .r \ 75 • i ' 'L' 'i 4 • •' • ADC w • • • ` �n iy a • / \ •' • EC� I , 1 B:SL W W W \ W W W W W ♦ W W ELEY�O.a • • ''1111..- -� "� 1. k. ,v ato ,c..... ............. IV 111 i. „-1111 _„ u.-111,,1 ..\.-......�,-.. • • • ��y I . jATFF( ;% . . _ . . . . ♦ • -. . 1 6�' 743 W W / -l^,♦--• t 1 .is • 3 C '.. . . .: .sD . . . . . . . • . . '. . .'....._..-':-�..�. •.♦.•.♦. '. . W / .s -3A EiC-4 \ EC-3�1 •C ' • •.... ♦ . jp •. 1."'p .. 1 1 1 1. 1 1 1 1 .: tato W `' 0 Clio /74 • .• X_ AL`LENHUi ST CIRCLET • ' A W 610 ADO PMD • ♦ • s • p .- In \7 I W ELEV•a80a I • f J� '. . 1 as -f I � 29 28 ` � I '; ♦ . • In �Jii 3j2,` 31 / nx PAD ADO PMD 27 ' • O• j W W W W \ W W W W ••LiuW W W W W W W /� 3 .`\ BLbC PAD " 3D 1 ELEv=686.6 I I ' ' W E \ t '/ ' t %\ '; ! I \ ADC PAD EEEV.✓>ea.0 ADG PAD : W W W i ' W W W �i' ♦ • ♦ \ BLDG PAD EIEV= ? ELEV=886 3 • • I ! . ♦ . I ELEV=681.7 I I ( I I BLDG I I W1. B & ,. _ ` W W • • . ' • BLDG PAD '\ y, ELEV= 6' L.. ♦ W 5 ♦ • * / ` LlEV=a85.S' I , L7 1 • • • E0-aa3./ ...... ... I 60 i ,' W i • 'W 7 • • - 62 ! 1 2w • • • • • W i ( ® .-1111 / W BL�4 %' • • • ♦ W 1 ' A�' • • i +' 65 63 61 W W __j D•s•L \` BLDG PAD ax PAD i' 1 I ( OM PAD • • ♦ • • \► , ' O •' • 20 8 I / i / ♦ • ! EIEV=x82.0 I 1 ELEV--MCO I I nEV-M" I ADO PAD ; 1 ( ELEV=879.7 : I ELEV=a79A • j 6 ELEV=a80.a • :::i • ♦ j i • O ♦ " • M W !� W W W •M W W MSS W •Y • -' . . • i ELEV=x80.1 i . . • /% • • j GIU ♦ . .r, . . • W // W • t. I • I i ' • • • BLDG PAO -� • ; j 5 W '• IL��-J' ELEV=aB0 7 W W J • ,-.-._ •--•"''1111 • ♦ • • - - - • • EIEY=Al).0 719 ', f I W i • • ♦ • • • • • • • • • • ! • I W • - !� BLDG PAD • / • ♦ • • yr • • • ♦ ♦ • \• • • • • i ` • • • • ♦ 1,♦ ♦ • ? is • • • • _ i • • ' I - • . - ala EDISON fiRIVE ELEv=883.0 ' • • W ELEV=aa0.8 ON M • • • s i . • 716 • ( -. '• • • •' / . • 1 • • • ` 7 ...... 1...1.1-1. ! W 1.• ♦ ♦ • , ' / , • i1. 1 • ♦ P, • • .,i • ♦ ♦ . • -.•. : - to ._. ' ' ' , drt„�,t 7 f6 •Y, W W W d-.. % i W W W / W V• * W r• 4 W '�' / ' ♦ ' • / ✓ / ' • ♦ `' +,,,, / 61 14 ♦ • • E-LECV•=O8__ ` ata . • . . ♦ . ♦ . ♦ . • 13 aS.l. 7 • 38' • 1.0 . . i • D • • • • • • • •1® W 1 \ W �W..._-..!Y.... : �.� '� / ADG PAD • ) I .mr RAP .d W W • • • • • 2Lr W W /' as EIEV=882.2 ; • �i . ; a o .. ' C.A. i _ 6 717 W -as -L I: r aLDG PAo F1 W s SQ YDS ' I 1, T , I \ • . \ 24 25 .�. r . '.•-... ` W W W , z PAD 1111,..\ 23 26 5 � W r : W W . . ! ) `\ 1. ,T eLDc PAD • - -1111. _ --' \ I BLDC PW ' ADG PAD , _-........._... � TC 34 I ��' • • • / \ \ \ I ELEW81L19 BLDG PAD ELEV 8x5.3 I ELEV=885.3 I EIEV4a1.9 Q882 6 F' T 68 • • ♦ • , • • • / { r / . • . .,I ` I 1 M 88,1 7 I / I I - /' 36 W - A.OQr.AD . . , ; ,: . \ ,' . . �\ r \ 881.2 . • , w . i W . , 41 / 5711 11 \ W \ W \ + PbOI 873 ' ' \ \ ATO = 0 E1 EV= } ,11.11..,, `.. 1111 ... •- 7 El 1 ea17 • �� 11 PQDID '� ADc PAD W ' 1111 _ .- W W • ADC PADJL B / _ III/ _ 1111. � , .. EC -5 °E1'`"Q3-0 t ,� i' sr W 7 W EC -4 D�STORM E 087 , , .' . W a10r i,\_ ' f • . • C \ W i /I 11 11 \ \ \ato :, _1111. - ELEV BB0.1 : ' � / / � C3 8 .60 /BLDG PAD � / . , \ - • • • \ \` \ . . . W' 56i \ . I I . . : A . . . / , ) ' " \. \ • • : • • . 8 �l S ` BLDG P \ • • ~ • ♦ • ' • • 54-4 •b , ' W F' QEY=x79.5 ' • • • 7� / % ' •' •' i 512 S' ` C r.,. • ADO P'(1 r �. EKV-883.1 `\ • •' \... • ata I • • • \ • • ELEV.M2.i1 `•\\. .� \ r. \ • • • ♦ ' ` 38 'i • , • • i / , r ,.\ '• •�'' \ rk :W 715 ,\ • • '\ • KICLV- W �• '•'• • !�5 Y /'11 n , 11 \ • . . \ ,` \ ` ' ! EIEWAf2.3 !' ,f. BLDC PMD • • , / • • • -111DC PAD i ! }r' j j � , \ % ' ` • • . ' \ • � • ♦ W' / / ELEY=a7a.8 E'' • • D S ELEV=aaDrS W i ' `. ` r.; 3 , ADC\RM )- \ BLDG PAD / ?P . . . • • S ; , • ELEV=881.9 i ELEV=Ba2. _ • rate • • -.• • • / ELEV=881.6 IV ♦ ♦ • • r' • • • 4 i , I , d /' v X W , W .. ♦ \.•.1111...-........�.,......_..... Q' �? W � 9LDc IAD J / - '.. 1 •a• /�' � ` � '.' .4':' S3 1111 ' /, � ,•. • S� \ W / B,\ --`� t •. •. \ / \ ` W •••.• ADO MMD \ ' W :; - -- ', .... '> iI / t '' 8L GOPAD' c % ELEV•d79.1 �' �/ ••• t { 1.9 � \ J •♦•♦ ELEV=661.4, y \ Q2 f, i $� W I !/ , f `` if - ...- i • • 1 O BLDG PAe W \s - v W / / r / . . : , •% : • • BLDG PAD /' . • ELEYia81.3 ! • • iP v W W •' •, : i i I I C.A. "C" 41 ^/,.. • L- i' - BIDC PAD W \ / `; v r • • • • ' •' _ • ELEV=880.4 I .v.., i v W W ". 11 ' '. .p. .' - 'a t • %'�dOC PAD JJ t Flit!=880.2 ♦ ` � 1♦ X727 E��� y� � , . v '% EIfV•ND.� 11 14 t v ♦ i -p 1a 876.11 EC� . } ' - - �. i� i y. I 42 \ ato t Y _� _� I. •: n a t . � . !j3 i ': \ •.+... ♦ • ♦ 'BLDG PAD /� \ i ?' " ' I \ , 11 ,i r y� I. _ %i W a I ; - \ EIfV=880.5 � ' 17r , i !W W ' t.' • \ �b<� : " 24 W W `w W \� .\ \ - ` r' � _ r; ��tt??? ; : 1' , I 11BLDG PAD EC -5,, 8792 wG `-1111.._ , , - _... 1 W � 13 \ CA /` r :� `\. rlta' ELEKd193. I .. rK M _....._. __1.111.-1111.. ,. `III ... ''� \ " , ;' A ti. _........• _ EC t�EwR W •• 7i-11 � i r 1'11.1_ ata r / ` \\ Co. I 52a� EC -QA , \ i . �" �-. � .. ♦ 't ♦ • L W BLDG PAD \ �'::•, '\ T . as :� \ �:� � � ato � ' ADO * \ i 11 . ..... �' 11_11.. -'", \ r j I • __ - `W • • .' t- EIEY=1bOS W'•�y • 0'," \ \ ` \ \ .». / ..\ '' t 4? : . ,, -,..- 1111._-........_,.. .- �' 1111 - to 1111 W \ i - ,S s O • i / i _.........._1111-................_ .. ........-.....�...:, .. - BLDG PMD \ \ \ ' O' • • �� W ' , , W S1 ' `\ ` \ .. `'; r' - • • , W W * . If _ ....._............._.. .........._..._._..-, t , , 1111.. .. - `-•.1-'• , • I / • ".� ^,• I \ • • • • Q► i ♦ • • '' ' ELEV 878.1 ..-. ,a • • • • W i '♦ • ' y' S '\ • • ' i \\ \ `a -.ADO IAD y`� ���� W BLDG PAD `\ \ ...... --1 / / \ \ \ \ �-{ 1111 \ iI :- ... ECi� • • • • / ' • • �.i • ; -"1-d { i ' . \ ♦ \,-,. EIEY=879.7 \\ ~ ` / •i • • • ' • • \ '• • \ 'i. 0 \ \ ''`\ :1 is • •,.t • • . ADC PAD • - _ y� _ 15 \ ,t .-..- . . i - riYt V ♦' • ./i • • ' .r'/ EIEV 677.3 ' \. BIDC PAD • �' • • ' • • \ ` 17 W r W W \\\ 49 \ w \ I /,- J i %i , Gain In" .. • • • • \ EEEY=x77.2 i \ . • • • \ \ --- _-- ....1111..---._.......:-:a....,�... ::,:„„„L�.. 1111 , f .......... ......... .'.'.:.. I _0 .......... 1111 t ♦ • • \ ♦ • w \ W / � ' \ \ \ , ` `� ` ,.,,•,,, ,, 1111.-..•-• (j. 1 _.r, _, . ......... 1111 ay= -t11 \E......1ss..,>,,.-..:1..�... ..,1111-\ '� yam...'..+, •^� /� / \\\ a� '�' a� a� \C i y r\ k 4 : • \\ W .. •..v , • •,I'�T,,u•. i , ''- 1-: •1 ... ..-..... c ` \ \ /� \ ' \ �\ 4.4., \ \ .... .5 o r , 46 \ 1 , , Y i / ADG PAD i \ ,_,.. , 7 3 ..' ::-�-.... 1111 • ELEV 879.2 ,_ • • . ii:�,1,1,1,1,.. , ; : \.{ ; ♦• 47 1 \ \ \. / %w ! • ' • : . \ i • + ADG PAD Y, \ ` °C. M •{)} . - f, r/ •,i i ` •. • • •'• / j • :• \\ ..\ PPPaaa���--- _ ..GL.. ,,T� i . • . . / ♦ j. ELEV=6795 :� i \ •_:pi?;=, ._ .# ,`�, 'f •• •♦... •• ,PO \ '• •.. I \\\\ \\\ 1111.. - \ \\ • ', a1A. 1 , \.` r _ i Is NORMfkL SOL = DO y ` \ =i.:� ' i X••, : is i \ ,, \ ( . . . 'i _,, , • EV :._ I t' _ ] L... .._...... ... _ _ •� . (�'3e> '�:. ...• �'/' `\ '• •' ♦• \\11_1_1. g / ,l /' I`-;. OF�cM EL 72 77 : \ \ 91 i t \It �? i • 1-1 ; !i Iii ••t ,w \ OW PAD i • ♦ •1 0 ♦ • t' ". ...:\�;; RAP \ -\ ala EtEY=676.6 i ! . ,♦. •. .•. } i \ ! ':IL S.0 Sn { . O : _%Nk�\ \ ' f 11 i i L '` los J •' ♦' • ♦ I i _. 1111__._. � , 2 • `, s'-1111. . . • • \ ♦ '.•. . , . .. 1_111_..-.......,::c. � i-\.-: W • • • ,,; _r \ ,,�>.> ,.... - ,,.-...111_1__. - �``�. -,,`_���`. \ata \ ...-1111...--� •.. \11_11 • • • • ` ........... ......_......�.... •.. 1111: • \ �\ ,� 722 / • • • %♦ • • ♦ • • 4Y W � ♦ � '``\ \ ll ._. ,1111._ - ._.. ••,•._.._.....; -•`1111, , ..\, ..:;.;_, _- \ _.�, \ �,�..... // ♦ _._.................... 111 \ .......... � .. ' • • '' 1REY=a17 • , ............ ` \ ,. \1111., _ % / t `\ \\ \ \ \.. :_;. SF ' • • . % / ...............- •' �_ r'� t • i• W 1111 �/ ` 0110 i 11 I �- .....\ ' ... .....% / . . , t _1111. ,. , \ " Y:: ' \' -. ?;' � • • • , � , j � T � � � � t , , • : : ! \ �� I 93 ' i \ '. i i / ' ;� CT10 C.A.01 I _ \ \\\1 ' . .y �i�i ,% Jam' i1., �,,... � \ 7 I 11 11 I I• ? L - IK ' \ \\ ,\ ` .\, / •:, .\ / / �,� • • • • ♦ I j �- .• +. 105 ,, I i STREAM BED TYPE (R \ \ % 11_ / / •: ' W H W ADO MMD CIalMsification) WETLANDS AS : = . \ ` \ / / i �i ! l SCALED FROM 'NATIONAL ` \ 11 I 1.! ' W W It WETLANDS INVENTORY MAP', / I / / - 1. - .. ` a . !I t _j W W I. t CARMEL QUAD. MMP, DATED '; - r... i/\_, ` / : y,, at 1990 ' * , f .. ' ' I ` \ / \ \ ' I .I' i i I• ' PAD / W 1\ a Y .'.'' I. :.i " j / . : I aE1La78.a j� 1. -:;� 1 :;3, ,`' 11 11r. t. 11 % ♦• ti' 7 ! i W W ,r W i ! I, / 11 '\ , 1. 11 / / . . i ! W M �F 1 / • • ! I !' �6 r � I 1. ". E • • i. i% W ` W • i 1 1 I \ 1 i I Vit- ..! • `\ `1 !' % /'• . • - 1' � i ,i f j W r/ / I • i i X I A i I ( L'') M j 1. . I t ! � �. i : / / W 2V C i , / . I t. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C210 FOR EROSION CONTROL DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM (NATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR To PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CONDITION FROM THE CONSTRUCTIONT SITE 0 KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE AS SHOWN. 10.PRESENCE/ABSENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND MUTER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTIVITY. 12.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. . 1. ;. iEWO PROPOS 6iO" CONTROL EC -3A -STRAW BALE CURB INLET BARRIER e - FILTER FABRIC EC -8A -SLOTTED BARREL BARRIER e -STRAW BALE INLET BARRIER e -PIPE OUTLET RIP -RAP RIP RAP d50=8' • AREA" Sq YARDS i e-BARRIERS SWALE SEDIMENT BARRIER (TYP. 200' O.C.) PERMANENT SEEDING WITH EROSION CONTROL BLANKET - N.A.G. 575 / . .. PERMANENT SEEDING WITH HYDROSEEDING OR EQUIVALENT MULCH • CSEE LANDSCAPE PLANS FDR EXCLUDED 1111 - - AREAS SUCH AS PLANTING BEDS.) W W W W W W TEMPORARY SEEDING WITH MULCH W W TEMPORARY CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum 1 SF � e - SILT FENCE BARRIER �- TP � -FENCING FOR TREE PRESERVATION � � � � � -CONSTRUCTION LIMITS DON'T )MY MOU:Y sEl- cAunoN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES DIG SHOWN ON THIS PUN ARE BASED UPON ABOVE BLIND I GROUND EVIDENCE (Inducting, but not limited to. manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 1-800-382-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND 1-800-428-5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR FOR CALLS OUTSIDE OF INDIANA PRIOR TO ANY AND ALL CONSTRUCTION. 1.' PC 4 T T T L . Ic t, a it W - 0 N I C" 4, V F IF IIIX 0 0 N •�. 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I •i i X, .1 . ............................ . .. ; i : i : ,\"\ 1. :, .. -1 i i .!; , 1. \ 11 1� .�I - 1-11111"- ...... . .......... : ; t 11 : . : ! ... . ........ i � L ... ........... - . \ 11 ., : : ; : :—..-.. I � ! : I t : , ; " 1\ � i i : : � 11 1� \ 11 : : : ; : I i \ \ : \ : : : . I I : \\ \ !__ i .1 , 11 I i : - 11 . ... . ....... % I ............ ............ ... . .. , . .......... ; I . < , \ 11 ___ t ................. : .. . ............ ....... . __ ...... i ...... . . ........... ; I F I . ......... �_ . % *1 ; __ - i _ . . . . . . . \ , I � : I '. '� \ I 1, I " \ ,\ . , _ 11 , \ 11 11 I \1 11 \ .r,- \\ I .. .� I : 11 � \ 11 . ,_......'__ ...... ......... Ni. . . \ 1, � I \ \__ - ...... , - . -, "".- _ ....................... _ \ .�j � %1. ,", '.. . I _ . , <' _ __ rN.��_ I . ...... _... .... . ........ . .. -, k ,; .... __....._ .. \ \..-w ll _ _ ,-, .._ _._._.......-_.__,. .... � .__ , __ ........ ...... . .... � ...... � � . . ... . .......... . *' 11\ . I . . . .............. �_ ___ I - I(% I . i . ,/ ", � , I / I ..................... . ..... . I ... . . .... . ............... .............. . ......... . .. . .... . . . .. ......................... - " - � , \ 1. � . ....� I.- . 4 ....... _... I 11 , , . . . . ............... _', I 1 f ; 11..__.......... : ; i .; 1 ZONE A FL I I \........ . % ". %.--,-\, 1 �� , --.,E . � .... ....... . .................. . . .... .... I .... .... . ..................... ; � :-�:: , .-�- , -.! Z I . .................. . . .... ... .... � ... .... :..�-, , _71.1 BOUNDARY =. =� . - ; ..x f .__ ... .......... ... .. .......... — ... ............. . -- ............... ...... — , .11 ... — . . .... **",-**,*,* _ .......... **' ............ .. . . ....... ; .. . ....... _ ......... -, - . . .......... I I... .... . ...... ......... . . .... � ........ ...... . ............. � . ...... ............. - - --------- ...... . ............. .... I .. ............. ...... ---- I ----- -- .......... . ...... — ----.. ....- ............ _.... .. ..... — .__ ___..... . ...... . . ......... . ...... _ .. I\ \\ "I .......... ......... - � - '.. - .. "\ /I I .. . . ...... .__ ....... ........ .. . .................. _ ... . ......... ..... . ............. .. . .... 7" , . \\ I'll I . .... .. ===;:�- 011 - ........... . .. ....... �.�l ........... ._..._11 I .......... .... .......... . . ............. ............. ............ I ........... I ................ _ ..... —.-.. . . ...... . ............ � _.... ... . ... . ....... � . . ...... :: . _ ...................... . ........... . � .... I—— . ....... .__ \.. , - __.. * ..... . ...... . ... ..... _: ...... mw� ..... —"*, �T �_. - -1 ....... . .... ... ... . ..... . . . ..... . ..... - _.___.__. �. —_ - ... — .1 - ... ........ _ . ......... . . ............ ... . ... . ....... - .... .. . ... ........ . I 1, ; . ..... ____%�. ., - .S��,L , . ? I 'i — .. ...... ....... ... . .. ......... ............ . ......... .. . ... .......... . ............ 1, 1. ......... ,4P _.',+:!! 1 t.- , , ..-.,.,.* .. ........ . ... ......... - .... . ....... . ......... ._ .. ......... . ............. _... . *. . % / �., r-1, 0_1` 11 L ---- --r ( " .� I I � ".01-1z f- i 11 _, SKIM CONTROL NOTES - 2. SEE SHEET C210 FOR EROSION CONTROL DETAILS, 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE AS SHOWN. 10. PRESENCE/ABSENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PRM THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTMTY. 12.ADDITIONAL EROSION CONTROL MD IN THE FIELD BY THE INSPECTOR. K:::::: MEASURES MAY BE REWIRED A . I. I I , .. LEM EROSION COMMIX STRAW BALE CURB .. EC -3A - INLET BARRIER 6- FILTER FABRIC EC -8A -SLOTTED BARRIER BEMSTRAW BALE INLET BARRIER 9900 6- e- PIPE OUTLET RIP -RAP RIP RAP d50=8* : AREA" Sq YARDS 0 EC-5 BARRIER -BARRIERS (TYP. 200' O.C) PERMANENT SEEDING WITH EROSION CONTROL BLANKET - N.A.G. 575 • PERMANENT SEEDING WITH • HYDROSEEDING OR EQUIVALENT MULCH . . * . , <SEE LANDSCAPE PLANS FOR EXCLUDED . . . w . 0 0 . AREAS SUCH AS PLANTING BEDS.) 9 i - TEMPORARY SEEDING WITH MULCH TEMPORARY CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum � SF � e- SILT FENCE BARRIER � TP � -FENCING FOR TREE PRESERVATION � — — — — -CONSTRUCTION LIMITS 'I'MY MOLEY' DON'T SEL CAU11ON LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE BLIND GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING - . UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 1-800-382-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND 1-800-428-5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR FOR CALLS OUTSIDE OF INDIANA PRIOR TO ANY AND ALL CONSTRUCTION. I I , - . . � . - . � 6 I I . � I iii 0 V C F IE 0, 0: c 0 16 .Y N_ K 0. 11 w- z *5 M % — n 0 "a Ml- ftl- .2 .0 0 10 � WK I I I I I cy) (" I I .0- I " " I I 00 E C) I , , I I —1 NT - ZZ V) ;5 F5 wgx F OZ 6 1 L)(A NQ -, 6 .1, 6 a, < ,<- F= I >_ Z, ;5 ZZ w w z _5 z3w5;-z0 a czz cr z z N << < La Ld _j _j a 00 0 0) ZI � 14, 00 M 0— E LO r" 0 W zo;:� Y 0,*,--, W �L a. 0< < 'L. Lr_ �, X.�) � 1q. �m I, (5- M 0 cc <Z 4) . a- VON< L_ 0', :—n * -a 0 41 041 a- 0 m r - - -4. r--_ � r-, Z r- ,a- < r- 23 ('D M .j Z I I - 64L L1 It D OO r- - M CL ,_-, z 4c _j CL .z L CERIFF BY: . � ; ! - .\\\\\L\\\%%%Illlllllliiil,"/,,,/, I .0 \1) 40 /// 1% , z I No. \ � - I , 9 2 02_99 \\ \ % , o 1\ STATE OF , S -k / \�, 1,. , I ^ ", /&DA# ,, /G',- :. .. L, IIIH11111",\ _ /z""NS"�IOINAL0\\ I DM" By: . . . . USA EGM I . aNaNe or. I BM HAG! L "ft on""w. . -_ Sa. L w. . 0 soft I* . I L I St" . . � C209 � D* - - L ' Iff-" , I ft*d 1111016w I i . I ., . I , L'I I , I I I I I I I I I / / "_� I I I / I I ! i : : : i t , I I \\ \ , ,� I I 1, . , I " I I 11 / / I I I 11 1 ` 1 , , I , I I , I I I I I , , I , I � / I I . , I , I `I I , � I . I I �., ! I - : I I I � � 1. • I .,; 1:115 1. f I . , : I % " . .�.d . ....... 1\ : "? " 11 i 11 .?i ! .�': I 1, " _ I ............. I. ,P : : i i \ (\ : Z , - . I ... : . ! I I : � i ,�,:, , I 1, % : . .. % t ., \, 1___� i I �, *. 1"', : I *I .. . ....... : : : 1� � I 11 \ ,:;." : : \ ""•"I \ 11 . I z \ , ........ .... i -.1 ........... . ..... � .. . ...... � ........ ; i I f'. ! 1� � � � , � : . � ...... I ''I : i�, , 11 � i . , � , 11 .. --------,, � : - 6 .. .��,- : , f \ ; I ,-, I i i � I , : : z : 11 ; t ___. ; _�.___ :�!� : r I I i I . . ......... . . . : i 1 !1, % I ; I i i i I t . . ...... ; ...................... 1 . \ , : , � : 11 I ; : i i.1-1 .................... : i I � . I •i i X, .1 . ............................ . .. ; i : i : ,\"\ 1. :, .. -1 i i .!; , 1. \ 11 1� .�I - 1-11111"- ...... . .......... : ; t 11 : . : ! ... . ........ i � L ... ........... - . \ 11 ., : : ; : :—..-.. I � ! : I t : , ; " 1\ � i i : : � 11 1� \ 11 : : : ; : I i \ \ : \ : : : . I I : \\ \ !__ i .1 , 11 I i : - 11 . ... . ....... % I ............ ............ ... . .. , . .......... ; I . < , \ 11 ___ t ................. : .. . ............ ....... . __ ...... i ...... . . ........... ; I F I . ......... �_ . % *1 ; __ - i _ . . . . . . . \ , I � : I '. '� \ I 1, I " \ ,\ . , _ 11 , \ 11 11 I \1 11 \ .r,- \\ I .. .� I : 11 � \ 11 . ,_......'__ ...... ......... Ni. . . \ 1, � I \ \__ - ...... , - . -, "".- _ ....................... _ \ .�j � %1. ,", '.. . I _ . , <' _ __ rN.��_ I . ...... _... .... . ........ . .. -, k ,; .... __....._ .. \ \..-w ll _ _ ,-, .._ _._._.......-_.__,. .... � .__ , __ ........ ...... . .... � ...... � � . . ... . .......... . *' 11\ . I . . . .............. �_ ___ I - I(% I . i . ,/ ", � , I / I ..................... . ..... . I ... . . .... . ............... .............. . ......... . .. . .... . . . .. ......................... - " - � , \ 1. � . ....� I.- . 4 ....... _... I 11 , , . . . . ............... _', I 1 f ; 11..__.......... : ; i .; 1 ZONE A FL I I \........ . % ". %.--,-\, 1 �� , --.,E . � .... ....... . .................. . . .... .... I .... .... . ..................... ; � :-�:: , .-�- , -.! Z I . .................. . . .... ... .... � ... .... :..�-, , _71.1 BOUNDARY =. =� . - ; ..x f .__ ... .......... ... .. .......... — ... ............. . -- ............... ...... — , .11 ... — . . .... **",-**,*,* _ .......... **' ............ .. . . ....... ; .. . ....... _ ......... -, - . . .......... I I... .... . ...... ......... . . .... � ........ ...... . ............. � . ...... ............. - - --------- ...... . ............. .... I .. ............. ...... ---- I ----- -- .......... . ...... — ----.. ....- ............ _.... .. ..... — .__ ___..... . ...... . . ......... . ...... _ .. I\ \\ "I .......... ......... - � - '.. - .. "\ /I I .. . . ...... .__ ....... ........ .. . .................. _ ... . ......... ..... . ............. .. . .... 7" , . \\ I'll I . .... .. ===;:�- 011 - ........... . .. ....... �.�l ........... ._..._11 I .......... .... .......... . . ............. ............. ............ I ........... I ................ _ ..... —.-.. . . ...... . ............ � _.... ... . ... . ....... � . . ...... :: . _ ...................... . ........... . � .... I—— . ....... .__ \.. , - __.. * ..... . ...... . ... ..... _: ...... mw� ..... —"*, �T �_. - -1 ....... . .... ... ... . ..... . . . ..... . ..... - _.___.__. �. —_ - ... — .1 - ... ........ _ . ......... . . ............ ... . ... . ....... - .... .. . ... ........ . I 1, ; . ..... ____%�. ., - .S��,L , . ? I 'i — .. ...... ....... ... . .. ......... ............ . ......... .. . ... .......... . ............ 1, 1. ......... ,4P _.',+:!! 1 t.- , , ..-.,.,.* .. ........ . ... ......... - .... . ....... . ......... ._ .. ......... . ............. _... . *. . % / �., r-1, 0_1` 11 L ---- --r ( " .� I I � ".01-1z f- i 11 _, SKIM CONTROL NOTES - 2. SEE SHEET C210 FOR EROSION CONTROL DETAILS, 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE AS SHOWN. 10. PRESENCE/ABSENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PRM THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTMTY. 12.ADDITIONAL EROSION CONTROL MD IN THE FIELD BY THE INSPECTOR. K:::::: MEASURES MAY BE REWIRED A . I. I I , .. LEM EROSION COMMIX STRAW BALE CURB .. EC -3A - INLET BARRIER 6- FILTER FABRIC EC -8A -SLOTTED BARRIER BEMSTRAW BALE INLET BARRIER 9900 6- e- PIPE OUTLET RIP -RAP RIP RAP d50=8* : AREA" Sq YARDS 0 EC-5 BARRIER -BARRIERS (TYP. 200' O.C) PERMANENT SEEDING WITH EROSION CONTROL BLANKET - N.A.G. 575 • PERMANENT SEEDING WITH • HYDROSEEDING OR EQUIVALENT MULCH . . * . , <SEE LANDSCAPE PLANS FOR EXCLUDED . . . w . 0 0 . AREAS SUCH AS PLANTING BEDS.) 9 i - TEMPORARY SEEDING WITH MULCH TEMPORARY CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum � SF � e- SILT FENCE BARRIER � TP � -FENCING FOR TREE PRESERVATION � — — — — -CONSTRUCTION LIMITS 'I'MY MOLEY' DON'T SEL CAU11ON LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE BLIND GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING - . UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 1-800-382-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND 1-800-428-5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR FOR CALLS OUTSIDE OF INDIANA PRIOR TO ANY AND ALL CONSTRUCTION. I I , - . . � . - . � 6 I I . � I iii 0 V C F IE 0, 0: c 0 16 .Y N_ K 0. 11 w- z *5 M % — n 0 "a Ml- ftl- .2 .0 0 10 � WK I I I I I cy) (" I I .0- I " " I I 00 E C) I , , I I —1 NT - ZZ V) ;5 F5 wgx F OZ 6 1 L)(A NQ -, 6 .1, 6 a, < ,<- F= I >_ Z, ;5 ZZ w w z _5 z3w5;-z0 a czz cr z z N << < La Ld _j _j a 00 0 0) ZI � 14, 00 M 0— E LO r" 0 W zo;:� Y 0,*,--, W �L a. 0< < 'L. Lr_ �, X.�) � 1q. �m I, (5- M 0 cc <Z 4) . a- VON< L_ 0', :—n * -a 0 41 041 a- 0 m r - - -4. r--_ � r-, Z r- ,a- < r- 23 ('D M .j Z I I - 64L L1 It D OO r- - M CL ,_-, z 4c _j CL .z L CERIFF BY: . � ; ! - .\\\\\L\\\%%%Illlllllliiil,"/,,,/, I .0 \1) 40 /// 1% , z I No. \ � - I , 9 2 02_99 \\ \ % , o 1\ STATE OF , S -k / \�, 1,. , I ^ ", /&DA# ,, /G',- :. .. L, IIIH11111",\ _ /z""NS"�IOINAL0\\ I DM" By: . . . . USA EGM I . aNaNe or. I BM HAG! L "ft on""w. . -_ Sa. L w. . 0 soft I* . I L I St" . . � C209 � D* - - L ' Iff-" , I ft*d 1111016w I i . I ., . I , L'I I , FLOW LINE NO GAP IN BALES IMPLEMENTATION AND MAINTENANCE PROCEDURE &W MINIMUM > STEP 1: STEP 2: PLACE AND STAKE STRAW Land Distwbing ACtivitfsa TENTATIVE SCHEDULE � / BALES. 2'x2' (5omx5cm) I START DATE DURATION WEEKS EXCAVATE THE TRENCH 4" 1) + ( ) VER CAL FACE STAKES 1Y INTO PART 1 -EXECUTION Pre -construction actions �/�/�9 1 0 ®------------- accesses09/05/99 2 Comolitct^on 09/03/29 1 I] ------------- r 1.1 AT BEGINNING OF SITE WORK Gearing and Grubbing 09/05/99 2 O PIPE I A. Prior to Stripping Topsoil 09 10/99 /I I ti Il I \ general stripping g op il and excavating. Install silt fence where r in topsoil in . Rough Grading 09/20/99 6 / CULVERT I indicated. 4 (10cm) �a, yrtil,I+ I\ ,�` _---_-___ Surface Drainage Excavation 09/25/99 6 PLAN •A• -- - L B. Construct erosion control devices woo Indicated on drawing= during rough Sanitary Sewer Excavation 10/01/99 4 ----------- grading as grading 9 9 9r g Progresses. BALE � Storm Sewer Excavation 10/01/99 5 WIDTH �/ // Utility Excavation 10/15/99 12 / / •B• C. Topsoil must be present to ensure growth. Water - - STEP 3: STEP 4: /��j/ �\ �\ D. Temporarily seed basin slopes, topsoil stockpiles. and areas disturbed by Gas WEDGE - LOOSE STRAW BETWEEN PLAN VIEW construction. Electric _ - ' BALES. BACKFILL AND COMPACT THE EXCAVATED ------- - SOIL 1. Seeding times and rater. = II �IIIII�I II iI II �IBuilding Pad 09/25/99 4 \ - a. May 15 to August 15; Annual Ryegro» at 40 lbs./o:re. / b- August 15 to November 15; Rye (groin) or wheat at 2 bushels/«r•. Finish Grading 11/01/99 3 C. March 1 to May 15; Oats at 3 bushels/ocre. Topsoil Replacement 11/15/99 2 f ` 2. Fertilizer: Commercial analysis 12/12/12 applied at a rate of 600//acre. Landscaping 11/15/99 4 3:1 ( DIA l 3:1 , RIPRAP a. Apply lime to raise PH to the level needed for species being *NOTE TO CONTRACTOR -SCHEDULE PROVIDED PER AGENCY REQUIREMENTS �0 = 6" h VARIES � seeded. / b. Work fertilizer and lime into the sell to a depth of 2-3 IN. c BALES ENTRENCHED 3- All Hydroneding shall be in accordance with the preceding MORE DETAILED SCHEDULE TO BE PROVIDED BY CONTRACTOR. I c 4• TO 6• - - _ /-2' /B =SHED STONE 4. Reseed as required until good stand of grass is achieved. ' �5 y� gal 1 1 SECTION PLAN IN PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SHALE. POINTS "A" I _ 3 x DIA. (MINIMUM) 1.2 DURING CONSTRUCTION PERIOD Erosion and Sodkilmd Control Soilimm STAKED AND ENTRENCHED SHOULD BE HIGHER THAN POINT "B". (MINIMUM OF THREE BALES ARE REMO.) A. Maintain basins, dikes, trope, stone filters, silt fences, etc. BINDING WIRE OR STRAW BALE.hfj A. END VIEW 1. Assign an on-site person with the daily responsibility and authority to ensure that 1 �� `� ` B. Inspect weekly and after each rainstorms. erosion sediment control practices are installed accordingto this sequence schedule. SOILCOMPACTED SWALE SEDIMENT BARRIER _ _____ _______ replace damaged or missing items. erosion/ q FILTERED 11� 1 C. Repair or r 2. Contact Indiana Underground Plannned Protection Systems, Inc. Hole Mole for •. RUNOFF EC- 5 --- I� -�SEDWNT-LADEN NO SCALE D. After rough grading, sow temporary gross cover over exposed earth areas not underground Utility locations. (1-800-382-554) y ("Holey y") RUNOFF PIPE 1 draining into a protected device. CULVERT 1 NO 3. Before opening up the site, first evaluate, mark and protect important trees and associated OVERFALL E. Construct inlets w soon as • P SECTION ____________� '� °°"'b' • root zones, unique areas to be preserved (i.e. wetlands), or existing vegetation suitable for use 4, 1. Install slit fence or straw bole b/onlo or 1 2" slotted barrel at each new as filter strips (especially in perimeter areas). • • -' � Inlet. OS necessary to control erosion. v! . MAINTENANCE RIP -RAP 4. Install sediment basins or traps around the perimeter of the site and diversions above the 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS 2' /B CRUSHED STONE F. Provide necessary main and dikes to direct water towards a protected site to direct water from undisturbed areas away from the sediment traps while conveying PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAN), TAKING CARE NOT TO device. sediment- laden runoff from disturbed areas to the trope. UNDERMINE THE ENTRENCHED BALES. CROSS-SECTIONv t7i a 2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES, AND 6'00' MHMLIM G. Do not disturb existing vegetation (gross and trees) outside limits of W construction. 5. Install an adequate and stable construction entrance / exit drive from the construction site x vis REPAIR IMMEDIATELY. to keep mud and sediment off public roads. Dust shall be kept to a minimum by utilizing W 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND 3 MAINTENANCE H. Remove sediment from behind elft fences when sediment rsochss one-fourth sprinkling, Calcium Chloride, vegetative cover, spray on adhesives or other approved methods. Q �- Q z ' SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE R. 1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR EROSION AT THE SIDES fabric height. v! a W AND ENDS OF THE APRON. 6. Install the main runoff conveyance system with inlet and outlet protection devices to convey a m J W BALE BARRIER INSTALLATION Topsoil and fine grads swap.. and swd.e, etc. s..e and mulch a. coon a, y W U d to 2. MAKE NEEDED REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PUKE THEM ABOVE possible In areas as they become ready. storm runoff through the site without creating gullies and to prevent damage to open channels. Z Vis Ovi FINISHED GRADE. Sides of Swales, mounds and ponds to be seeded and mulched upon completion. Temporary c=i i3 z Ot Ot < i i e�L_�EEND SECTION seeding shall be required for all swoles and disturbed areas that cannot be final seeded within o 0 a z 1. < W J W 1.3 NEAR COMPLETION OF CONSTRUCTION a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye gross, wheat or rye depending on time of year. • • • • • • • 5. RAF156k Eliminate erosion contra devices except inset protection. Disturbed areas shall be kept to a minimum at all times. STEP 1: STEP 2: EC -16 B. Grade to finished ar existing odss 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, 4. THE EDGES OF PARALLEL BLANKETS MUST BE NO SCALE g • EXCAVATE A 6' x 4" DEEP MMUDING APPLICATION OF LIME, FERTILIZER. AND STARED NTN APPROXIMATELY 2" OVERLAP. s As soon as the storm drain system is functional, install drain inlet protections, which trap • TRENCH IT INTO INE 2" x 2' C. Fine grade remaining earth areas disturbed by construction activities. sediment on-site in shallow pools while allowing high water flows to enter the system. 00 NON vEN FABRIC STAKES SEED. HM WHEN USING CELL -O -SEED, oil 5 NEN X15 MUST BE SPLICED DOWN THE op growth- 8. Once erosion and sediment control measures are in place, begin land clearing followed NOT SEED PREPARED AREA CELL -0 -SEED MUST D. Topsoil must be a minimum of 4' to ensue SLOPE, PLACE BLANKETS ENO OVER END FABRIC BE INSTALLED NTH PAPER SIDE DOW. SHINGLE S� NTH APPROXIMATELY 6" immediately by grading. Do not leave large areas unprotected for more than 7 days. z ( ) F. Permanent seed: March 1 to May 15 and August 10 to October 15. (Dates y 2. BECK AT THE TOP OF THE SLOPE BY OVERLAP. STAPLE THROUGH OVERLAPPED AttEA may wry of discretion of Landscape Architect depending on weather conditions.) ofi ANCHORING THE BLANKET IN A 6" DEEP X 6" APPROXIMATELY 12" APART. 9. As grading progresses, install additional traps, silt fences, slope drains, temporary 00WIDE TRENCH. BACKFILL AND COMPACT THE FILTER FABRIC G. Soft Preparation. diversions, and other runoff control measures at appropriate locations to keep sediment / TRENCH AFTER STAPLING. REFER TO GENERAL STAPLE PATTERN contained on-site. w 0 1-1 / GUIDE EC -14 FOR CORRECT STAPLE 1. Soil surface must be free of rocks, debris, and other foreign materials. ^ O 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE (0 v PATTERN RECOMMENDATIONS. 10. Immediately otter grading, apply surface stabolization practices on all graded areas, using � (0 DIRECTION OF THE WATER FLOW. 2. Soils must have proper moisture control to assEre proper go wiinotion and growth, permanent measures in accordance with the erosion control plan. However, if weather delays 4• (10an) �/ 3. Sal surface must be compacted to a depth of at least 6 inches. Q {Z ���/ / MNNTENANCE 4. Soar preparation depends on "I conditions at tired► of seeding, various tools permanent stabilization, temporary seeding creel/or mulching may be necessary as a stop -gap O Q e• 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE may be necessary to ochlow surfoce finish. measure. Also stabilize (using temporary seeding/mulching or other suitable means) any Cif Z X u • ����// BLANKET. 5. Surface of soil shill be level and large voids eliminated to applying fertilizer, lime and e••d. disturbed area where active construction will not take place for 30 working days. Q Q p 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING R, ADD SOIL - CdJ STEP 3: �, H. Applying fertilizer, lime and seed. 11. After construction and final grading, landscape and Q DRIVE STAKES IN TRENCH RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. sites, includingborrow and disposal areas. Also remove permanently runoffrlcontrol structures = Z 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. and an unstble sediment around them, creel vegetate those temporary TO ATTATCH SILT FENCE 1. work fertilizer and y a into soil to a depth of 2 - 3 a►a,es y g N i � , �:;•; � .. ., 2. Apply seed carefully and cover seed with 1/4 inch Boll. apply seed carefully SLOPE INSTALLATION GUIDE and avoid covering seed more than 1/4 inch. o r r 3. Apply mulch at rote of 2 tons per acrel edli . Q EC -15 4. Water as necessary to ensure adequate moisture oe ure for germination and growth. �r0 't �190iTat�O1M CV CL NO SCALE !. ,' 5. Reseed as necessary until a good stand of gross is achieved. • r- Q r-, - PAVEMENT INLET 1A. see Maps Sheet. 2D. A soils mop is induced on the Mks Sheet. i" Z I. Products 18. This is a proposed subdivision consisting of 102 residential Q � 2E. Existing contours ore shown. to STEP 4: � 1. Fertilizer: Convnercial and 12/12/12 or equivalent applied at a rate of 600 pounds per acre. units iv demo aeras. The t pavement shill ores of Pr D ysle Proposed spot shots are shown on the grading plum. Z I 2. Ume: Apply agricultural lime to rain PH to the level needed for species being seeded. Sol test selective demolition, asphalt pavement with concrete CIXb J - KV W FILTER FABRIC may be required 4s detsm0ne,r*s. and gutter, enclosed storm sewers and swdes, earthen pods 2F. Stormwater will discharge to the storm sewer system at � SILT FENCE ��\\ 3. Swales/Sloper Blended rhlxturi-stend shall be applied at the rote of 110 pounds per ocre. for future housing and public utilities. The construction three existing locations as shown on the plans. (OpAC10 SOIL The mix shall consist of 40 pounds Mustang turf -type Tail Fown, 30 pounds Banff or Wabash Kentucky Bluegrass, 3C sequencing shall be as shown on the table on this sheet. 2G, The site will outlet into Henle Creek throw two COMPACTED SOIL \ 4. Graded areas adjacent to pavement: Blended mixture of seed shah be applied at a rote of 90 pounds y FLOW NO GAPS IN to PREVENT PIPING Construction Sequence: (See Schedule of Land Disturbing rentention ds. SOIL ,� ■ ` per Dere. The mixture shale consist of 35 pounds Mustang turf -type Toll Fescue, 30 pounds Fiesta Perennial Activities on this Sheet.) � Q x 2 STAKE BALES CURB INLET 5. Apply mulch straw at rate of 2 tons per acres immediately after seeding. 2H. There ore two detention ponds Planned. The ponds The straw must be evenly distributed loosely over the entire area. "Slobs' will be constructed so stormwater cannot enter W/ GRAZE STAKED STRAW BALE 1C. Shown on plans LARGE -HEADED NAIL. of straw must be redistributed or It will kill young seedlings. On large open the groundwater. a RUNOFF WATER „ areas the mulch must be secured to sol by a tock or mechanical means to prevent wind action on mulch. 1D. Shown on plans 4 MINIMUM DEPTH. IE. Land use of adjacent areas: 21• Shown on plans 3A. Shown on ons o w/ SEDIMENT PETERED WATER North: Residential a ` v ` 3.4 MAINTENANCE South: Realdentid 3B. No sal stockpiles ore contemplated to be needed. SECTION - _ ( 48, Shown on details on Erosion Control Detail Sheet. --�- �'`- � A Reseed all areas that dont take _.._..:::•::..._._ - •:.; . ... .. East: Residential See above 1B _. West: Residential B. Apply a maintenance fertilizer (•) within 6 months of 2A. The site presently is agricultural. 4D• Shown on tuns C HAIR BACK CURB INLET k�ti o good stand. Ground cover includes stone, grovel, an abandoned 44EE. SShhowwn o plans MAINTENANCE �, - ;;- ,�•< C. Avoid traffic an area until area is well protected and stable. farmstead, and fields. ` 4F. Shown on plans 1. INSPECT THE SILT FENCE PERIODrALY AND AFTER EACH STORM EVENT. STRAW "` D. water as necessary to ensure adequate growth one development. 4G. Shown on ans 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE STAKED W/ TWO - FILTER FABRIC 2B. Henley Creek is located onsite. a . AFFECTED PORTION IMMEDIATELY. STAKES PER BALE 'Maintenance fertilizer- apply 200 // or 12-12-12 or equivalent. Henley Crede is denoted as a wetland 4H. Shown on plans 3. REMOVE DEPOSITED SEDIItEHEIGHT NT WHEN IT REACHES HALF THE OF THE FENCE AT ITS LOWEST PONT OR 41• Shown on plans • = 2C. There aro no designated Roadways or naadwoy fringes 4J. Included in Specifications. � IS CAUSING THE FABRIC TO BULGE. located onsite. 4K. Shown on plans (installed under separate contract) g • 4. TAKE CARE TO AVOID UNDERMIMNG THE FENCE DURING CLEAN OUT. ` • :. it 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT • DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. STRAW BALE CURB INLET BARRIER ' • EC -3A ,.----------- -- sE►>� soar PNiolrncTaN cffART -- --- -- SILT FENCE BARRIER INSTALLATION NO calf Stabilization Practice: JAN. FEB MAR APR MAY JUN JUL. AUG SEP OCT NOV DEC • EC -2 No SCALE ' I ---------- -- --- -- --- -- --- -- -- --- -- --- --co OFFICE OF THE HAMILTON COUNTY SURVEYOR �;anent 516 CNE" PLASTIC DRUM C4 (N21TlNHAIF) ROLL CURB INLET BANK ARMORMENT AT OUTLET PIPE - ---- --- ------------------------------------DormantF- M IN OPEN CHANNELS _ Seeding LU In __ __ ___ __ Y o 3. 4, 2 ROWS OF (4) 1•x 6• YMM usnNG FILTER FABRIC INLET PROTECTION Temporary // �,� - J a to Q SLOTS PLACED AROUND DRUM TOP O WANK 0 EC- 4 NO SCALE (2 OF 2) TOP o DARK Seeding _- -CIC - --- -- v-- - -- Sodding --- -- '• ` r \\j/ \\j \\j\\j/\\% �""1g" �_ �/ •• // I // Z -'J cc %14 �WiDTH VARIRs Mulching -- - - ^�N-. . RCP ounR O O - - - - - -- --- -- --- ------ --- -- --- -- O r SILT PR07ECiM FOR DITCH GRATE _ g �~ - 05 v (NEENAH R-43142) CASTINGS CaO-TiTTIL! v` �"� r EO-jNXTiLE A = KENTUCKY BLUEGRASS 40 lbs/acre: CREEPING RED FESCUE Q 4 . / LEVEL A 7.9ItIPA��C v 0 O 40 lbs/acre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL 1� • / / � SLOTTED PLASTIC BARREL INLET N-•4 PIN �, , . r ' 7-ARL����ID RYEGRASS 20 lbs/acre. w r^ , B =KENTUCKY BLUEGRASS 60 lbs acre; CREEPING RED FESCUE v 1 60 lbs/acre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL PROTECTION 3• 3' 4' 4' X 4• X No RA6RleTa. RYEGRASS 30 lbs/ocre. , \\ /\\\ r ,�/•��/; � ,�//�/�\�/.�•� NO SCALE 3• 6, 5-L-- r - +s X X X CROSS SECTION C =SPRING OATS 3 BUSHEL/ACRE. Z D WHEET OR RYE 2 BUSHEL/ACRE a 5 ✓ ✓ 6 I E - ANNUAL RYEGRASS 40 lbs/acre. (1 Ib/1000 sq. ft.) CERTIFIED BY: X 4• X X X X X TOP LEVEL B A B C D OP RANK F= soD X X X X O O • X X X _ to! Or aeon \",lunnnnuq,n : - - - - - - - - - - - - - I G - STRAW MULCH 2 TONS/ACRE \\ 1 STAPLES PER SO. YD. 1.5 STAPLES PER SO. YD. 2 STAPLES PER SO. YD. 3.5 STAPLES PER SO. YD. •/I/e - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ���\ �9TE' `�►d•-•-cRNTNIt >.cNs or PtsR ' ++ - IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.nJ0• z ? 275 - TOR ----<_R__-_-------_ IOOR r 82288 1. FOR ..-----�-- . I r MMP PERFORMANCE L WATER STATE OF - FROM LEVEL A TO LEVEL B BEFORE INSTALLATION, � 2S0 (, i - IF POSSIBLE. 6 EXISING SOILS llll6t 9225- 2. B '.�� \`. •A L BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED. MATCH ENISIMIG l7f l75 (�' TOP OP RANK s 3. THE TOP EDGE OF THE BLANKET MUST BE IN LOOSE SOIL CONDITIONS, THE USE OF '""'ah MATCH( gjlp GROUND SLOPE 150 C �--ts' its ---•-►I ''...... AL ��`•```� ANCHORED IN A 6"DEEP x 6'WIDE TRENCH AFTER 18 OR LONGER METAL/WASHER PNS MAY BE 125 B ''��unnrrrrrulwa�" • STAPLING. NECESSARY TO PROPERLY ANCHOR THE BLANKETS.H lar i 100 PLAN VIEW Draw Dr. 4. PLACE BLANKETS END OVER END NTH A 4► 75 A 3"TO 4"OVERLAP. STAPLE THROUGH BOTH 1 (DRAWING NOT To SICALRI USA EIDER BLANKETS OF THE OVERLAPPED AREA. AP- REFER TO GENERAL STAPLE PATTERN GUIDE ON 50 awaxid PROXIMATELY 6" APART. EROSION CONTROL DETAIL EC -14 FOR CORRECT 25 �Bl HAMILTON COUNTY SURVEY 0 R' S OFFICE BRUCE mem • 5. THE EDGE OF THE BLANKET THAT FALLS BELOW tl NORMAL WATER LEVEL MUST BE ANCHORED IN A STAPLE PATTERN RECOMMENDATIONS FOR DOSTNG SOUS 4:1 3:1 2:1 1:1 LAW MED/iilGN 12"DEEP x 6"WIDE TRENCH. BACKFILL AND COMP- RKYI6KD: t4 sRP se SHORELINES. FLOW FLOW aaxlty Answi me: !: ANNEL ACT THE TRENCH AFTER STAPLING. (STONE MAY 2' SLOPE GRAOEHT fIIANEI SAND APPROVED: �' �✓ STANDARD PLAN 6. IBFEBANKSTITUTED FOR SOIL S STEEP OR IF WATER If V& VARIES 0RELK KKNTON C, D, iRANILTON ouNTT sURYKYa,R Se S MORE THAN THE WIDTH OF THE BLANKET, USE TYPICAL SWALE DETAIL STAPLE PATTERN GUIDE �E- 95-5 0 � 1• .N.Ts. i VERTICAL INSTALLATION. ST- SO EC -14 NO SCALE sf SHORELINE INSTALLATION GUIDE No SCALE EC -18 V210 • NO SCALE Dol. 07-29-90 Pmjld limits f L�J OFF-SITE WATERSHEDS SCALE:1 "_ x}00' WATERSHED AREA - OF -Of 15 ACRES - DRAW ONTO PROJECT SITE FROM NORTH i it 1 av �z t VI— ` FPFOIA 9 '° ` Our'L�dY o Mc i' ` „ i0 ^l J V '• Sewed Awl _"tea � a• B9p i .� !.893 �' • .-.,,\ �G'as PFOIAx Pn 4SBC ��9jj �.' ,,/ �, M� Pool st -- -— ——WEST_ ?.31ST an �. �• fi yam./ LA --- -- 26 ;�.;�... .. • . - • i�SF u , Nk 4 y PEMC Y L PEMA jv ;' y—► —"- : `. _ Via=' 1 U/ow z;. r PFOIA I Pubc„c / 4 R2uf* ® _ - �� yF= 1, '!•,-j - � IL PEMA� eb1 ..I!Ili� p 8 EAST 'ya_ N. ... . .... PROJECT SOILS MAP SCALE: Br - Brookston city clay loam CrA - Crosby sit loath, 0 - 2 percent slopes MmB2 - Miami sit loam, 2. 8 percent slopes. eroded Sx - Sloan oily day loam, sandyy substratum POTENTIAL WETLANDS Quad Map: Car" SCALE:1 "=2000' SPECIAL NOTE TINS DOCUMENT IN PREPARED PRIMARILY BY STEREOSCOPIC ANALYSIS OF HIGH ALTITUDE AERIAL PHOTOGRAPHS. WEIIANDS WERE DINTNFED ON THE PHOTOGRAPHS BASED ON VMA110K MSIBLE HYDROLOGY, AND GEOGRAPHY IN ACCORDANCE MRI CLASSIFICATION OF WETLANDS AND DEIMIIERR HWATS OF THE UNITED STATES (FWS/OBS — 79/31 OEGENBER 1979). THE AERIAL PHDTOGRARIS TVM',ALLY REFLECT COND171M DURING THE SPECIFIC YEAR AND SEASON WHEN THEY WERE TAKEN. IN ADDITMNI, DERE IS A MARGIN OF ERROR INHERENT N THE USE OF THE AERIAL PHOTOGRAPHS. THUS. A DETAILED ON THE O UlD HISTORICAL ANALYSIS OF A SINGLE SITE MAY RESULT N A REVISION OF THE WETLAND BOUNDARIES ESTABIM THROUGH PHOTOGRAPHIC INTERPRETATION. IN ADDITION, SOME SWILL WETLANDS AND THOSE OBSCURED BY OINSE FORREST COVER MAY NOT BE INCLUDED ON THIS DOCUMENT. FEDERAL. STATE AND LOCAL REGULATORY AGENCIES 61H ,AIRISDICm011 OVER WETLANDS MAY DEFINE AND DESCRIBE WETLANDS N A DIFFERENT NANNIER THAN THAT USED N THIS 111441310111Y. THERE IS NO ATTEMPT, N EITHER THE DESIGN OR THE PRODUCTS OF THMS N111ENN— TORY. TO DEFINE THE LKIS OF PROPRIETARY JURISDICTION OF ANY FEDERAL, STATE, OR LOCAL GO1IEiMMENT OR TO ESTABLISH THE GEOGR NIM SCOPE OF THE REGULATORY PROBLEMS OF GOVERNMENT AGENCIES, PERSONS INTENDING TO ENGAGE N AC11AW MVNG MODIFICATIONS MTHIN OR ADJACENT TO WETLAND MEAS SHOULD SEEK THE AM OF APPR"AIE FEDERAL, STATE, OR LOCAL AGENCIES CONCERNING SPECIFIED AGENCY REGULATORY PROGRAMS AND PROPRIE JURISDICTIONS THAT MAY AFFECT SUCH ACTIVITIES. SYSTEM SUBSYSTEM — PRIMARE Y REPRESENTS UPLAND 4 CLASS AREASAUT MAY INCLUDE UNCLASSIFIED I/I WETLANDS SUCH AS MAN—MODIFIED L2EM2F AREAS„ NOR PHOTO—IDENTIFIABLE AREAS AND/OR UNINTENTUIONAL OMSSIONS suecLAss, . EO UPLAND (NON—WETLANpXTER REGIME / \ R20WH (UNEAR DEEPWATER HABITAT) I PROJECT LOCATION MAP Quad Map: Carmel SCALE: 1 =2000' AWPXSS. .Nkat 138th Street MAJOR STREET: 138th Street MINOR STREET: 131st Street FLOOD BOUNDARY AND FLOODWAY MAP SCALE: 1 "=400' Community -Panel No.: 180081-0002 C Map Revised: May 19, 1981 V, MARION COUNTY THOROUGHFARE PLAN NOT TO SCALE FLOOD INSURANCE RATE MAP SCALE: 1 "= 400' Community- Panel No.: Woet W C Map Revised: May A 101 Zone: A - km of Wyw Aoo4 base flood elevation not deterMned. Zone: B - Area between mita of the 10o -year flood and 600 -year flood Certain areas subject to 10 rw floodkig whh average depths baa than 1 foot or where the conft tilq drainage area is Was than one square Anile• Zone: C - Areas of alinilIal flooding. (No *aft 890 885 ::1 8751L00. 8 Cq N C> N 870 1 865 PLAN ONE SCALE- 1"-50' STREET PLAN AND PRINU NOTES 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE, OWNER AND .OWNER'S REPRESENTATIVE SWILL BE CONSULTED FOR CLEARING LIMITS. CLEARNG LUIS SHALL CONSIST OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY MSTALLATION LIMITS AND CUT FILL AREAS. . 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL STANDARDS. SEE TRAFFIC CONTROL MAINTANENCE PIAN FOR ADDITIONAL MFORMRTION. EXISTING 8� p8� + ;00 UY fD O M O PROPOSED M N GRADE 805 - -GROUND - 805 I �W 30.00 VC EXISTING 9 PROPOSED GROUND ^ GRADE 800 -- 800 DATUM 2+•00 ---STATIONING 0o GRANULAR BACKFILL 000 SEE NOTE 8 890 885 ::1 8751L00. 8 Cq N C> N 870 1 865 PLAN ONE SCALE- 1"-50' STREET PLAN AND PRINU NOTES 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE, OWNER AND .OWNER'S REPRESENTATIVE SWILL BE CONSULTED FOR CLEARING LIMITS. CLEARNG LUIS SHALL CONSIST OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY MSTALLATION LIMITS AND CUT FILL AREAS. . 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL STANDARDS. SEE TRAFFIC CONTROL MAINTANENCE PIAN FOR ADDITIONAL MFORMRTION. °ssaVan 14 8s + 88 r+, S8 s V Rik 30.00 VC -0.71X0.701 1000.00 SO 21.3 K -Vol t i� i 8 Srp+Np�8s gp� 8� p8� + ;00 UY fD O M O M M N "g W I �W 30.00 VC 40.00 VC 1Q : 15% -0.71 -0.7 -- .lox 1000.00 SD 409.22 SO CREST A 353.4 3 SAQ STA. 441 6 I 14.0 K -Vol ;.... t.... °ssaVan 14 8s + 88 r+, S8 s V Rik 30.00 VC -0.71X0.701 1000.00 SO 21.3 K -Vol t i� i 8 Srp+Np�8s ...�.... _.._.... ... ._..._._.._ QMpe t+ 0 + 00 + I tD E 1 :iFlL-.- En "g ! +0^O I �W 30.00 VC 1Q : 70% 2.001 ......... -0.7 -- .lox 1000.00 SD ♦ CREST A 353.4 3 SAQ STA. 441 6 I 23.1 K -Val ;.... t.... N 890 ELEVATM8iX1. 5 .............+.... •. � ...._................................. .. _... + co 4.J NL 3 I• i 4-i 1 ............................................................................................................................................ ........... .... .... ... _ l....._ _... ................. ___ ................ ................. ................ ' I I " " 885 716717 RUN �, r1 PVC SANITI 5+02` >-507 :RUN 866.85: 875 i ! I 1 870 865 I 860 i ! i I .................................�.....................--°--------- 860 Q �A 00 C1 O 1� N ID ^ O O/ N IA r7 r .- NY,4+00 �O IA N ri N + O O M� st r'f� aQ� M� fes♦ Oiq p"f� &n IQ oo O^ 39 900 00 00 00 co co co 00 co Go Go r N 17 My (n M�A �A co tC ^ n tC 1� 1- tV �F 00 M -M M 0919 cn �0+00 0+50 1+� ^ 1+59\ 2+00 2+50 3+00 3+50 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 PROFILE ONE HORIZONTAL SCALE- 1"-50' VERTICAL SCALE, 1"=5' ...�.... _.._.... ... ._..._._.._ I I 1 :iFlL-.- ! I i I I "g ! +0^O I �W ---i--- -- 1Q : ......... -0.7 -- .lox N 00 ♦ CREST A 353.4 3 SAQ STA. 441 6 I n ;.... t.... ELEVATION 882.02 - ELEVATM8iX1. 5 .............+.... •. � ...._................................. .. _... 4.J NL 3 I• i i i ............................................................................................................................................ ........... .... .... ... _ l....._ _... ................. ___ ................ ................. ................ 8" PVC SANITAF#Y I I rn O 716717 RUN �, r1 IE=873.90 i PVC SANITI 5+02` >-507 :RUN 866.85: 875 i ! I 1 870 865 I 860 i ! i I .................................�.....................--°--------- 860 Q �A 00 C1 O 1� N ID ^ O O/ N IA r7 r .- NY,4+00 �O IA N ri N + O O M� st r'f� aQ� M� fes♦ Oiq p"f� &n IQ oo O^ 39 900 00 00 00 co co co 00 co Go Go r N 17 My (n M�A �A co tC ^ n tC 1� 1- tV �F 00 M -M M 0919 cn �0+00 0+50 1+� ^ 1+59\ 2+00 2+50 3+00 3+50 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 PROFILE ONE HORIZONTAL SCALE- 1"-50' VERTICAL SCALE, 1"=5' <9rn 885 880 -2.o 875 870 865 PLAN TWO SCALE 1•-50' DON'T "HOLEY MOI -EY" sEz: DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA +� +R' +K 30.00 VC ...�.... _.._.... ... ._..._._.._ 1000.00 SD I 26.2 K -Vol :iFlL-.- ! I i I I i ! +0^O I �W 1 g 00i $$ C" ......... ............ -- 0• -- ----.-t+'---±-� ♦ � 1 IA RCPSTORM I ! I ! 1 X40-74 RUNT 3 I• i I =874.0 j ! 8" PVC SANITAF#Y I I rn O STA. 40+35 �, r1 .i. <9rn 885 880 -2.o 875 870 865 PLAN TWO SCALE 1•-50' DON'T "HOLEY MOI -EY" sEz: DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA +� +R' +K 30.00 VC D.82% 1.96 1000.00 SD I 26.2 K -Vol g N �N II ! I i I I i ! +0^O I �W 1 g 00i �I� ......... TXT -- 0• -- ----.-t+'---±-� r.. � 1 IA RCPSTORM I ! I ! 1 X40-74 RUNT 3 I• i I =874.0 j ! 8" PVC SANITAF#Y I I STA. 40+35 �, r1 513-51 RUN I I i I I I ! ! � i I i I ! ......f' I I 85 875 870 865 860 I : 860 .9 Goo .9 �� .9 Ow 40+00 40+50 41+00 41+50 42+00 PROFILE TWO. HORIZONTAL SCALE- 1"-50' VERTICAL SCALE- 1"-5' CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 FTI i l I I u 0 g •c 0 .a Q I N 1 ys O Z N < W W ZZF F O - W N V1 J W6 <I=?5. N a W < Z W Z F < ii ,W800�a N , U 0 z 5< z z W J W -i V00 Z'd• 00 I w 0E W0 0 * IxZQ•v Cr M LL =Z a .� Q V Vo O +� N Q- v Q t\ - � < rv D � � J Z4 00 M W 8 0 cc CL 4. C0 Q }' t11 0 � • w CL W W V v1 W Z o - (TY: \`\\\\\Up�lluillnlp�p // No. STATE OF r FS ,--nt0 '����nnnunnm�aaa� I Drowi Br USA EGM aluMe k. 11M HAM Qw1ly AnurolKw Sedc C301Dft k O7-2S.Ip X0628-20100 . . p•p� i ......... ....... j i ♦.. 9,gt r.. �i. 3 I• i ! I �, r1 CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 FTI i l I I u 0 g •c 0 .a Q I N 1 ys O Z N < W W ZZF F O - W N V1 J W6 <I=?5. N a W < Z W Z F < ii ,W800�a N , U 0 z 5< z z W J W -i V00 Z'd• 00 I w 0E W0 0 * IxZQ•v Cr M LL =Z a .� Q V Vo O +� N Q- v Q t\ - � < rv D � � J Z4 00 M W 8 0 cc CL 4. C0 Q }' t11 0 � • w CL W W V v1 W Z o - (TY: \`\\\\\Up�lluillnlp�p // No. STATE OF r FS ,--nt0 '����nnnunnm�aaa� I Drowi Br USA EGM aluMe k. 11M HAM Qw1ly AnurolKw Sedc C301Dft k O7-2S.Ip X0628-20100 . . rev . , ucv=000.0 owi. rMJ BLDG I I ` ELEV=885 5 I ELEV 886.3 \ i ELEV= 4.7 I I I BLDG PAD I i I ELEV=886.6 i 60 \ I 1, sol 906 'x ss 65 64 63 62 61 \ ` 10 BLDG PAD BLDG PAb BLDG PAD BLDG PAD 7 ELEV=882.0 I ELEV=881:0 I ELEV=8B0.� I ELMW PAD EV=8801x I I BIDG PAD I ELEV=879.4 i ELEY=879.7 ' ' \ . 59 < / ELEva88(1SIDEWAI .7 - _ 4+ 9.1"719 132x _ .'M 89'17'54" E.. !p R = i-5 /. / 66rM + $ 348.31' o I$ 1 A p p, / f BLDG PAD 1 1 ', EDISON DRIVE _ _ _ _ _ _ _ _ _ -928� ELEV=883.0 / I 1 _-;87787 �- / \ 6 58 ' 4+5 69P • ' ` �S ' 1 - - - g� PAD 716 � � `..' �\ t _ � �x 87 / 67 874 3 38-•Et�v-66 N � o / BLDG PAD 871 $ ELEV=881.2 I _........ 865 _. ass r 1 4, 25� oo :.° ,. �l --- J \ 22 24 a - A. F" r sl'>• +sc BLDG PAD 23 ,--....., \ BLDG PAD .' BLDG PAR "... _. BLDG PAD ..-•---••----•'' 734 j' ELEV_8839 I BLDG PAD I I / 68 / PCI ELEV=885.3 I ELEV=885.3 I ELEV=884.9 `-'-"'-\ I I ELEV= 4.7 \ I I I 36 \ B XJ?AD SSG \ v 11 � ��Ev_ss1.2 POND"' I 57 i BLDG .. `•. \ '•-. ELEV=864=884.1 504 r'' � `. ., � ,-.._..... ,•' ".. ...-..._.... `. ` - j ELEv=881.7 RMAL--BOOL 873 00 � J \ _ �i \ \ � �. g1� •la STORM ELEV. BLDG PAD / ELEV=880.4 3 \ 4........ ELEV=883.1 \ \ .70 ._.". BLDG PAD 1 730 0k ELEN�881.2 ELEV=879.5 83 \ S2g BLDG PAD x PAD EL1 V=883:1 �. / 38 7=882.9 \ \ \ \ Tss - , BLDG PAM 6,. F , / /�5 715 \ O ELEV=86'13 71 'D BLDG PAD -' Ell- 0-/ O� / \ BLDG PAD 0V88Q1S ELEV=878.8 / Q1 ° 39 S ` ` ` _ »LOG PhD . \ BLDG PAD BLDG RAD w� y ` EL -8822 ELEv=88.9 it ` S �' O o �\ \ \ �' )kW PAD 'ECFV=879.8 BLDG PAD 2 O \: BLDG PAD \ \ \ / ELEV=879J 1:� O ,n i' ELEV=881.4 - 1j 503 g �' 0 i \ BLDG•. PAD ° \ /IxOob.- IA7, `ECFV=L81.F �•i / /BLDG PAD 81 ELEV4881.3I I Ah? 1x0 \ !/ •' 1! \ ' \ ' I C.A. 'C" 41 ` meq; BLDG PAD � �o '• �' .7 /: ' ELEV=880.4 1'r, ' I j'.BLDG Pb , ;� ° ° ' / t�� `O :727 `� r, r / <f ;, `,` t4 I 4LEY=880.�1� O ;� Off`` EgLoc88do ,1 }t o -SZ 0 0 J ter. ;42 x e 1� Rs o . o OJ oo / \ o A=2:34. 40 / \ ....... 'BLDG PAD r 4 +ECFV=880.5 � �`? h � „ .. .............-.. r /• f 1'7 / K.. BLDG PA BLM- ,PAD" i !' / ELEV-879. f / O• /, \ C.A. �i t \ "ECFV=8793: - ! 43 0 t 8(DG PAD \ 9 '/ ? \ \ F!FV--W.7 i \ / i . ' \ ro /h \ 725 ...- _.. PLAN THREE, SCALE- 1"-50' 8E 8E 87 87 8E 86 STREET PLAN AND PR(*U NOTES - 1. PAVEMENT TO BE INSPECTED BY ENMEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SWILL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL STANDARDS. SEE TRAFFIC CONTROL MAINTANENCE PLAN FOR ADDITIONAL INFORMATION. PRINLE LEGM EXISTING GROUPROPOSED - -ND - GRADE 805 -------- - 805 EXISTING q ^ f-- PROPOSED GROUND ^ GRADE 800 800 DATUM 2+00 f --STATIONING 000 GRANULAR BACKFILL 0 o SEE NOTE 8 DON'T "HOLEY $Ez: DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA • ' N ��•' p�p I` 0Mp f` 1 pNp ^ �•C46 C4 C6 Ncc;� ^ O� f� N QpOp t� qp� N N W NCO ^ . �_ OO EO CO 0+0 CO C_O CO� C^O pip O^O 0_O 00 + W NCD N ,A f�p0p pip• 1� COPD � �pfpf N CO pip, .�• pOpf 1fr C16Mq� O ptp i CO r� 40 in+q� pip X+p� � H COp � Of �CpD fC�p p♦Np b ��Op � �Op l� ly Cpqp � O► M � CO !� N 1'� �F M 00 � YY 0 4M Go r� cc^^� N q3 A t - M'� 1� N 1� � M'1 $ OD � N t0 O N -• QppF � �A ^ � 8� M1 i8� M � rpp?p /� �oNp 1� Aopui OBD 1A 00 00 OD OO CO W OHO OO OHO W OOW 0000 a 00 000 000 000 00 COD CNO W OND C^O W 00 s w CGD CND 0000 G CG0 CD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 PROFILE THREE HORIZONTAL SCALE- 1"-50' VERTICAL SCALE- 1•05' CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 890 885 :TU 875 870 865 860 J �a l Z =V ZW �V1 LL W 2 > W88 ZZapp Cc Z Z < ` v'i Q2Q Q <WJWI=JJ d 00 rn ZI 00 O w N o U 0< of Q LL- � a Z 0- Q - Q VwV) J O .. N 1l 0 �Zr- ^Qv 0 � J Z I (V LLJ 00 M ch W L§ _J LL CIQ CC Y �w Q CL � h OX O w .j W W V W Z a Z. ED BY: N0. 920299 STATE OF i o►o.n 6r LSA EGM C1■,1 1 6r BRUCE HAM Wft Ate: scft O sale 1° sn..t C302_ Dab WORM= T P P' A'92 i EXISTING GROUND PROPOSED i GRADE 805 r- I — 805 EXISTING 0 r, PROPOSED GROUND ^ GRADE 800 ' 800 DATUM 2+00 �*—STATIONING 0GRANULAR BACKFILL SEE NOTE 8 V^ap0�!O—w M g 8 8$8.' i•' C14 C-4"+pNp p 2+ 2O 0° 0 �CNO CO 1Og +pNp 00 + �pp •}Go CO + 00 F- M M M M Z O. W F, W k W W F, W W W W 20.00 VC 50.00 VC 30.00 VC —0.76% 0.69% 0.69% —2.23% —2.23% —0.73% 890 885 —2. 880 875 870 865 PLAN FOUR SCALE- 1"-50' + C6 + n + 06 � 00 00 t1') 0p O !� O W6jW 30.00 VC —0.73% 0.70% /74 / \ B= PAD ELEV-880.6 73 el.Dc } ELEV=8 '`r 516 BLI ELE C.A. "H" 726 RCTST('3�1 STREET PLAN AND PROM NOTES 'SC PAD ELEV-879.7 I \ 17 : 46LDG BPAD 9.5 ELEV-87 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HIS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. CONTRA(70R SHALL PRESERVE EXISTING TREES WHEREVER POSSIM. OWNER AND OWNER'S REPRESENTATIVE SHALL. BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN RIGHT—OF—WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL. STANDARDS. SEE TRAFFIC CONTROL MAINTANENCE PLAN FOR ADDITIONAL INFORMATION. 890 .T; 880 875 870 865 t i i i 86 .....................;................}__._.............._... __860 t [F} ; _..........................1._...................i................_.............. C° O 9.7 ; — r -!8 st C! O M a0 .t a O t. � N Ol � b $ N W A r p � 8 N� h t0 � n OO� N� tD r Cvp Q�ph p�tp �W/` 4 41 � N C4 pp op� W afi ppp � QW n t A � n ^ ^ n � � 06OCO Iap C° 1 q 2 � 2 � � Op 2 9 2 9 Cp q CO � Op 9 6 CD C° � � 0 1 CO � g CO � CO � CO � CO CO CO 9 CO � C° � C° 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 PROFILE FOUR HORIZONTAL SCALE- 1"-50' VERTICAL SCALE- 1"-5' PLAN FIVE SCALE, 1"-50' 53 a .^ 0. 00' , 4. 40' DON'T HOLEY LIOLEr SEZ: DIG BLIND %- w 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA 885 885 ............................. . ' I I ! I ' C44 88i�p—n•�ji}!;.;!I_mo��G..yy.i._.........._...... �< ..!'��.._.__._. .°II}ifi _..__............3t.iLi ......_ __.....EiI ..............._.....Miii !iI Iiii —�- . i4 880 .......................1........................i ...... .............. �L...................... s................. . ..................................... 675 1 87 ......................................................... ....................i.............._. ................. . ................. i i 4' RCP $TOR ? } STA. $2+62 } I :`• 024-731 RUN B70 I _ '• 0 _............__._ __............_ I __...._._:.._ _._...m._..._..._...._._........._.__...._...................._......._.....--- JEw-al-11-254-- ............. .._............ 87 i I I } I I I 365 . ....................._.......................l......_...................................._............. i........................ ........................ i S i S i i 360 ' } 860 50+00 50+50 51+00 51+50 52+00 52+50 53+00 PROFILE FIVE HORIZONTAL SCALE- 1"-50' VERTICAL SCALE 1"-5' CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NAtURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. P �. 9P ! r r- II r 1 r' / r tLr3 r �1 �. j m ...... . . . ....... ...... . ...... - r � c'qi c0! � j \ F" oo r, � cQ i og r ��° I c0 v� 8L$ N Go J I o s . .. .... r --I 00 L—.� w - Oil r1 m \A, /. P ` # ?1, 11.00 N 7� o FREEHOLD T ; A , \oo`,, =� 95 jQFWAI Ko , ',ao C. 1. J i I \ L i 1.50%; 73+ 47P I d� 0 0 0 0 ............._....._ ......._..__. ,... swu c nn SSD 7. ,; O r. . ....... .. .. .. ................ �f •• V it .... j • l ti ... ' f � _.. �....._ _....._._.. .._..._..._... t' ,....... ... n:: 1 875 870 1 865 860 855 PLAN SIX SCALE- V-50' 75 70 65 5o ALJ 850850 _........................... i....................... 1I ...............i ......... ...... ii .......................! 1 ( I ............................................................'..... C4 Ono N ^-000 a� ^h to to W 00 00 iD W 50.00 VC 1.57% 0.98x � OD Oo 0000 00 00 00 00 00 00 W 00 00 p 00 p 00 W 00 00 O0 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 PROFILE SIX. HORIZONTAL SCALE 19-50' VERTICAL SCALE 1•-5' .......... ..............................._._....._....... . -... ........._ LL8 - ....... ---._..............._-........._..__...._..... _ LL8 .............. ...... ._. ............ 0 0 0 E� O O O NE a -,o O E azON j NMS X00' I �— \ — < b \ � 43 885 8751 870 865 PLAN SEVEN. SCALE, 1'•50' ::L ::1 875 870 865 860............................... _........................... i....................... 1I ...............i ......... ...... ii .......................! 1 ( I ............................................................'..... C4 Ono N ^-000 a� ^h mss@ O ^^ � /^ ^� f- � Or n W 00 00 iD W 50.00 VC 1.57% 0.98x � OD Oo 285.38 SO 70+50 71+00 71+50 19.6 K -V01 72+50 73+00 ::L ::1 875 870 865 860............................... _........................... i....................... 1I ...............i ......... ...... ii .......................! 1 ( I ............................................................'..... i 1860 _......._........_................ ....... _... �1{1q''j; a �- � tp � W � CR /^M� f-- r` � ;z a� ^h mss@ O ^^ � /^ ^� f- � Or n 00 00 00 00 iD 00 00 00 00 O 00 p 00 O 00 O 00 O 00 00 O � OD Oo 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 PROFILE SEVEN HORIZONTAL SCALE 1•-50' VERTICAL SCALE 1'05' STREET PLAN AFD PMU NOTES I. PAVEMENT TO BE INSPECTL:D BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. CONTRACTOR SWILL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SWILL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SWILL CONSIST OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICAM LOCAL. STANDARDS. SEE TRAFFIC CONTROL MNNTANENCE PIAN FOR ADDITIONAL INFORMATION. EXIS' i G GROUND PROPOSED GRADE 805 805 EXISTING a 'GRADE GROUND h ^ GRADE 80 800 DATUM 2+00 -—STATIONINGG °°° o ° GRANULAR BACKFILL SEE NOTE 8 D 0 N F T "HOLEY AIOLEY- sEz: DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 7d'N J I ZZ W U O ZO Z � aF_r WUW 2:W Uzi ~ K LL F W d N cr33i5<zz C Z < Z < < Q w J W J J • • • • • • • V ao rn I 00 0 ^ E _^ O Q a Q. � Z X¢ U < _a `` `D QZ cc Q V O +� N a O Q r- O f I 00 M 4 os r 1; V M' J Li CC CL CC � � M Z CL J CW LU W V HC r% e v W L z z 0 - BY: No. = {' 920299 I - �� STATE OF { Chock.c er IMM HAM sea.: 0 Soar. 1• 1 snwl ' r. C304 JOINT SEALANT \ I BACKER ROD 1/2' PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EXPANSION JOINT DETAIL rnxin c n NO SCALE TOOLED OR SAWED JOINTS 1/4 THICKNESS _\ o•`s. ...r.- 4" MINIMUM SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 5" OR THICKNESS OF DRIVEWAY WHICH EVER IS GREATER. PROPERTY LINE 4'-0" MIN. 1'-0" BACK OF CURB SLOPE 1/4" per ft. 4" TOP SOIL 10/0 PREPARED SUBGRADE SIDEWALK DETAIL NO SCALE ' / j- 4 6" Min. a. 1/2' T.C. ELEV. 3" TOPSOIL "• BACKFILL .o CO N co COMPACTED STONE BASE *MAY BE POURED MONOLITHIC WITH 3" 24' CONCRETE STREET. ***WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SWILL BE FILLED WITH SUITABLE MATERIAL. TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 REVERSESLOPE �ROL�LCU�RB / A NO SCALE 6" Min.gELEV. .n 4.5' 3" TOPSOIL n• BACKFILL Q QQQQQQ co COMPACTED STONE BASE `MAY BE POURED MONOLITHIC WITH CONCRETE STREET. 3" 24• ***WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4'. CONCRETE ROLLCURB & GUTTER NO SCALE DCAM 12-01 (TYPE 1) TOP OF 6• CURB 3' TAPER PVMT. SURFACE ° 4 i0 N PVMT. ELEVATION CURB END TRANSITION i/ 7 NO SCALE SAWCUT 1/4* CONTROL JOINT D _F D/3 CONTROL JOINT DETAIL NO SCALE FACE OF CURB CONTROL JOINTS 6. O.C. Y �iw- RAM 9 DPEEDGE OF PVMT X. VARIES FAN FACE OF CURB VARIES 6' 4' ASPHALT SECTION ACCESSIBLE RAMP DETAIL -13 NO SCALE r 1- /11 H.A.C. SURFACE 3' P H.A.C. BINDER PREPARED SUBCR9' COMPACTED p3 STONE COMPACTED PER SPECIFICATIONS Ns LOCAL STREET - TYPICAL SECTION 1 1/2' /11 N.A.C. SURFACE 4. 09 H.A.C. BINDER PREPARED SPECIFICATGEJIONS y' =11PACTED /53 STONE COMPACTED PER SPECIFICATIONS COLLECTOR STREET - TYPICAL SECTION PAVEMENT CROSS SECTION 1 Y — Id ur% k NO SCALE EARTH OR SIDEWALK SURFACE TC = ELEV. CONCRETE CURB ' P . •�O I _Z _. cr- CP INSTALLATION REQUIRED: o BOTH SIDES OF ALL PVMT. I #8 WASHED GRAVEL-" 0 CNI SUB -GRADE AGGREGATE � p %, ° DEPTH VARIES VARIABLE SIZE PERFORATED _z DRAIN (SSD) ----- (ASTHO M-252) OR EQUIVALENT 14" MIN. NOTES: INSTALLATION OF UNDLRDRAIN SHALL CONFORM TO SEC. 718 OF I.D.O.T. STD. SPECS. UNDERDRAINS SHALL NOT BE INSTALLED UNTILL FINAL GRADING do COMPACTION IS COMPLETED ON SUB -GRADE. ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH UNDERDRAINS ARE IN PUCE ( I.E. WATERMAINS, STORM SEWERS, SANITARY SEWERS, ETC. ). TC = TOP OF CASTING ELEVATION #_Rr,RATED PIPE UNDERDRAIN (SSD) DETAIL NO SCALE W/ ROLL CURB z 0 80' W Cr z -•� L, � 2 31 (12' Cul -de -sack (12' Cul-de-sac) Location Of 13 SPACING BETWEEN 0 o TRANSVERSE JOINTS w D- z I SHALL NOT EXCEED a r>D- N 1' Min. Or Curb & Gulier 1' Min. I z 1.25 TIMES WIDTH iv71 � Slope %"/ft.� Optional Joint Locations Crown1/4 "/ft. Gutter Sloe 4" ft. Curb & Ir 0 48'-0"BETWEEN EXPANSION JOINTS (MAX.) C.) p I "1 Sidewalk Sidewalk TOOLED OR SAWED JOINTS 1/4 THICKNESS _\ o•`s. ...r.- 4" MINIMUM SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 5" OR THICKNESS OF DRIVEWAY WHICH EVER IS GREATER. PROPERTY LINE 4'-0" MIN. 1'-0" BACK OF CURB SLOPE 1/4" per ft. 4" TOP SOIL 10/0 PREPARED SUBGRADE SIDEWALK DETAIL NO SCALE ' / j- 4 6" Min. a. 1/2' T.C. ELEV. 3" TOPSOIL "• BACKFILL .o CO N co COMPACTED STONE BASE *MAY BE POURED MONOLITHIC WITH 3" 24' CONCRETE STREET. ***WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SWILL BE FILLED WITH SUITABLE MATERIAL. TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 REVERSESLOPE �ROL�LCU�RB / A NO SCALE 6" Min.gELEV. .n 4.5' 3" TOPSOIL n• BACKFILL Q QQQQQQ co COMPACTED STONE BASE `MAY BE POURED MONOLITHIC WITH CONCRETE STREET. 3" 24• ***WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4'. CONCRETE ROLLCURB & GUTTER NO SCALE DCAM 12-01 (TYPE 1) TOP OF 6• CURB 3' TAPER PVMT. SURFACE ° 4 i0 N PVMT. ELEVATION CURB END TRANSITION i/ 7 NO SCALE SAWCUT 1/4* CONTROL JOINT D _F D/3 CONTROL JOINT DETAIL NO SCALE FACE OF CURB CONTROL JOINTS 6. O.C. Y �iw- RAM 9 DPEEDGE OF PVMT X. VARIES FAN FACE OF CURB VARIES 6' 4' ASPHALT SECTION ACCESSIBLE RAMP DETAIL -13 NO SCALE r 1- /11 H.A.C. SURFACE 3' P H.A.C. BINDER PREPARED SUBCR9' COMPACTED p3 STONE COMPACTED PER SPECIFICATIONS Ns LOCAL STREET - TYPICAL SECTION 1 1/2' /11 N.A.C. SURFACE 4. 09 H.A.C. BINDER PREPARED SPECIFICATGEJIONS y' =11PACTED /53 STONE COMPACTED PER SPECIFICATIONS COLLECTOR STREET - TYPICAL SECTION PAVEMENT CROSS SECTION 1 Y — Id ur% k NO SCALE EARTH OR SIDEWALK SURFACE TC = ELEV. CONCRETE CURB ' P . •�O I _Z _. cr- CP INSTALLATION REQUIRED: o BOTH SIDES OF ALL PVMT. I #8 WASHED GRAVEL-" 0 CNI SUB -GRADE AGGREGATE � p %, ° DEPTH VARIES VARIABLE SIZE PERFORATED _z DRAIN (SSD) ----- (ASTHO M-252) OR EQUIVALENT 14" MIN. NOTES: INSTALLATION OF UNDLRDRAIN SHALL CONFORM TO SEC. 718 OF I.D.O.T. STD. SPECS. UNDERDRAINS SHALL NOT BE INSTALLED UNTILL FINAL GRADING do COMPACTION IS COMPLETED ON SUB -GRADE. ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH UNDERDRAINS ARE IN PUCE ( I.E. WATERMAINS, STORM SEWERS, SANITARY SEWERS, ETC. ). TC = TOP OF CASTING ELEVATION #_Rr,RATED PIPE UNDERDRAIN (SSD) DETAIL NO SCALE W/ ROLL CURB o z < J 3W = V ZZ N N U J O W g aZazr N W W ~ i � Wvo,a�i �z-Cz62a W J W J • U °° I DO .. U0 E LV N •— Q a 0- z Q .0 Q U. QZ V V0J a N d D Q r- v Lp JZ4 D 00 DD M F, v co w fti Ujn p O cc to -41t LU O W �W W a� 0 � � 04 Ujco V 4i z 0 Q_ ED BY: NO. 92029.9 STATE OF ;O 'SIS, `S70NAL �����\\. 11nnn„111n1a�0 Drawl k. awchw Br RIM NAGM Quality sta.: 0 So11K t' "11..S. ■ C305 D* 07-" R r PC c 0 80' 30' To 44' 10' 30' 26' Cul-de-sac 10• -•� 31 (12' Cul -de -sack (12' Cul-de-sac) Location Of 13 M m Location Of 13 Roll Type Curb Profile Grade �I., i Integral Integral Roll Type Curb Profile Grade 1� Z0 r>D- 1' Min. Or Curb & Gutter 1' Min. Curb & 1' Min. Or Curb & Gulier 1' Min. I I � Slope %"/ft.� Optional Joint Locations Crown1/4 "/ft. Gutter Sloe 4" ft. Curb & 0 4"/ft. Optional Joint Locations Crown 4"/ft. Gutter Slope %" ft. F C.) p -, Sidewalk Sidewalk r- rn 'S 4 • .1 A / Min. Rigid Pavement Prepared Subgrode Min. Flexible Pavement Sidewalk Sidewalk 4 Z 7" Plain Concrete 14" H.A. Surface On 77Prepared 0 I 4" H.A. Binder On Min. Rigid Povement Subgrode Min. Flexible Pavement 6" Plain Concrete rO NOT TO SCALE 9" Comp. Aggregate Base #53 I" H.A. Surface On 3" H.A. Binder On m > TYPICAL SECTION - COLLECTOR STREET NOT TO SCALE 9" Comp. Aggregate Bose J53 Z r Or Surface On D 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER 7" H.A. basecn 1'1 STANDARD SHEETS. (n Z TYPICAL SECTION - LOCAL STREET 2. THE LOCATION OF THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR EACH STREET SECTION USED IN A SET OF CONSTRUCTION PLANS. 0 N 3. THE SIDEWALK SHALL BE LOCATED IN ACCORDANCE WITH THE SIDEWALK 1 c N m STANDARD SHEETS. o z < J 3W = V ZZ N N U J O W g aZazr N W W ~ i � Wvo,a�i �z-Cz62a W J W J • U °° I DO .. U0 E LV N •— Q a 0- z Q .0 Q U. QZ V V0J a N d D Q r- v Lp JZ4 D 00 DD M F, v co w fti Ujn p O cc to -41t LU O W �W W a� 0 � � 04 Ujco V 4i z 0 Q_ ED BY: NO. 92029.9 STATE OF ;O 'SIS, `S70NAL �����\\. 11nnn„111n1a�0 Drawl k. awchw Br RIM NAGM Quality sta.: 0 So11K t' "11..S. ■ C305 D* 07-" R r PC c 50' 10' 30' 26' Cul-de-sac 10• 31 (12' Cul -de -sack (12' Cul-de-sac) Location Of 13 '-' Integral Roll Type Curb Profile Grade 1� r>D- 1' Min. Or Curb & Gulier 1' Min. I Curb & nSlope 4"/ft. Optional Joint Locations Crown 4"/ft. Gutter Slope %" ft. F -, 0 0 -n Sidewalk Sidewalk Z 77Prepared I Min. Rigid Povement Subgrode Min. Flexible Pavement 6" Plain Concrete rO I" H.A. Surface On 3" H.A. Binder On M NOT TO SCALE 9" Comp. Aggregate Bose J53 r Or Surface On � 7" H.A. basecn 1'1 Z TYPICAL SECTION - LOCAL STREET �7 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER STANDARD SHEETS. 2. THE LOCATION OF THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR EACH STREET SECTION USED IN A SET OF ;0 CONSTRUCTION PLANS. 3. THE SIDEWALK SHALL BE LOCATED IN ACCORDANCE WITH THE SIDEWALK --� m STANDARD SHEETS. o z < J 3W = V ZZ N N U J O W g aZazr N W W ~ i � Wvo,a�i �z-Cz62a W J W J • U °° I DO .. U0 E LV N •— Q a 0- z Q .0 Q U. QZ V V0J a N d D Q r- v Lp JZ4 D 00 DD M F, v co w fti Ujn p O cc to -41t LU O W �W W a� 0 � � 04 Ujco V 4i z 0 Q_ ED BY: NO. 92029.9 STATE OF ;O 'SIS, `S70NAL �����\\. 11nnn„111n1a�0 Drawl k. awchw Br RIM NAGM Quality sta.: 0 So11K t' "11..S. ■ C305 D* 07-" R r PC c vv. .. \ PAD 1 I 83.4 ' \. �.o8x L 087. 1 I I83 N 8. i � 505 - I 00 I I 2.5 1 TC 882.20 oO ( 5+09.801 - I 15.00 -� ► 'l 88 .7 ..PAU881.76 -------- -- 883.0 ` 3g 719 881.67 I 881.65 TC I I6 4+69.80 2.087. 3 JV 1 0+00.00 r TRANSITION F • OM 1 ' r 30' TO 26' S REET ' .2 i 1 881.54 ; 881.76 --L_ ----- - t 14+53.6 ' W -'+-'-- 881 882-3 1 L0.00 ^l, 882.1 88 A, L,:o�0 1 881.56 , TC 1881.351p I I 4 2 .08 VQ 1 881.64 6 17 LDG PAD TC 8 .56 _ EV=883.2 ELEV 882.5 INTERSECTION OF AHSBURY DRIVE AND EDISON DRIVE 879. : 18 - rr =880.x. \ 1 l $LDG PAQ , - I 877.20 1 t .4 L'EV=880 ` 1 ; Irll 877.E `\ I i t I r 1-9 R4 875. \ X/ / I 875.16 00 i.00x + .00 +25.00 - 8 .35 PAD \ �` ` 874.86 874.27 ,' T .2 ] 1 78.3 s 01 4.56 875.5 ' I r� ; 87 874.9 E ��► � J 1 / '--- \ 87 .8 '� \ BLDG PAD 15 ' rrI CULDESAC ASHBURY DRIVE >>509 Q \ \, TC 1876.90 / Y 8 6.92 \ 877.2 v 876.41 \ \ 52+88.03 `\ 876.6 - 3•� ' k / 5+53.5, 8is.3s C r o�/ 6.' 876.40 .00 ` ' 6.6 724 TC 876. 727 o 876.1.1 - 376.4 �-_ w INTERSECTION OF BELFORD COURT AND EDISON DRIVE NOTE ALL CURBS SHOWN ARE ROLL CURBS AND GUTTER. DON'T sa: 'E Z_ DIG BLIND 1-800-382-6544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CA_ LOCATIONS OF ALL EXISTING UNDERGROtlltO UTILITIES SHOW ON THS PLAN ARE BASED UPON ABOVE GMM EVIDENCE (induJr g. but not IbMed to. matbolm blets, valves, and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUIID UTIUTES FOR WHICH THERE IS NO ABOVE GROIIIO EVIDENCE OR FOR tt " NO ABOVE GROUND EVIDENCE WAS OBSERVED. 1HE EXACT LOCATIONS OF SAID DOW UNDERGROUND UTIU7ES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. IRA ( TC 2.70 / 736 ' TC 1882.23 �' /' �0"n / / 1 882.28 / / - � 882.93 5 / M ~14+41.08 30+00.00 _-•- 883.4 _ .y 882.09 t 5.00 ; / bb r 35 ` ,. ._....... _._....._.._.-- / TC 882.68 36 -=' / BLDG PAD / ELEV=884.1 INTERSECTION OF EDISON DRIVE AND ALLENHU`TIST CIRCLE i _ / ! f \ \ ! �� 877 \ '' ! 4 4 \ � - , 877.7 '' ;� / ,lo BLDG PA ELEV=88 .5 i 878.4 , •7.66' ' 877.7 878.7 /' 877.91 51 877.9 878. o DG PAD f of LEV=879.7 877.98 • _ _ +00.00 878.0 878.2 I \ "I 3 \ 4 517 8.8 `� 8 8.61 TC 878.90 \ \ 878.19 \ `•,BLD C. ` ` ELS \ \ \ .40 ''000\ \ % 1 878.5 \ • � \ x,88 \ / \ \ / \ 723 / \ 46 1 Tc 78.801 48 \ \ BLDG PAD \ BLDG PAD 79.0 878.7 I \ ELEV=879.2 ELEV=879.5 `.... \ BELFORD COURT CULDESAC '3 PC N' 000 i � C Ain PIE V °° rn Z 00 uc)>^ E N V W Q�va Z X V _ QQ•- _? a Vw Vi N 00 0 • �Ql`- ^zI- Jo Z'W N D co � M cq v r J � M w co Lu CL co ui co cc W f z o`° No. - 920299 STATE OF BM or. HAea OWKy Au v a, 0 So* r I' C401 f ow. 07-23-99 990628-20100 00 cl) $ �� f 5.4 /F ' N► 0 � 85. 524 ,,-' 017 _ _ \ / - - .n � �l 875. % �.o0 . _......................... 20 I 10 f/ 75.3 /�co 874.88 BLDG � �.� JTC 874. 0 \` . , ELEV= 875; 706 - I 70+ 5. I TC 874.70 1.00x 875.25 L,3.0 -1 I 1 i I 874.92 I , L- i1 I 93 � 2.08x_ I �'� � '' 875.8 876.0 ,DG PAD /" �y 875.59 I :V=677.8 - I I + .13 ;- I F \ 876.12 D I .- _ _ _ _•�'_ lop I 105 ' - I BLDG i j o ELEV=8 i � I 0 r% 877.3 ; 5 4 I / 300 I I L 26,- i ' 94 BLD PAD i ' 2.08% 2.08 I SPRING FARMS DRIVE CULDESAC BLDG PAD FE`V=878.6 ,f1 878. f 878.3 \\ \ 72 3 TRANSITI01 FROM - ! - \ 87 30' T,g'26' STREET 4 877.68 +5 V R, 877.35 / PAD I $77.9 877.33 \ ` =878.8 72+68.67 r T 878.00 77.06 0 9' ..--••"' 3.00 '✓ -- 876.7 2 p9 77.12 - Ino x. �o 877.04 Rl 875.9 ' w/ _ ___... _._...... ..._....... _ ^ ; �i � 877.3 - - - 08� / j \/ CO 711 INTERSECTION OF SPRING FARMS DRIVE AND FREEHOLD COURT DON'T ,,oLEII sEz- DIG BLIND y 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOW ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (inclu ft but not limited to. monholes, inlets, vokvs. and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIU71ES FOR IHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. NOTE, ALL CURBS SHOWN ARE ROLL CURB AND GUTTER 97 I BLDG PAD I ELEV=875.0 I I I O 522 0 ►�TPCT 8 C?,j� � F- 102 �- ... _ �-���BLDG PAD ELEV=873. 4.13 I I 871.3 9. 871 , r3 - - - AD / ^-'--x 1.00X 2.08X_ I - i 870 __ _ - 5. W+00- a �\� 1 LO.00868.25 Lo.868.00 � I I•.` ._ 867.76 i •'' w' w \ eco /�\ \ ()v \ i %" \ 868 100 . BLDG PAD PA \ REV=870.1 \ _ 80\ __,: - EV -870.1 FREEHOLD COURT CULDESAC 10 BLDG P ELEV=871 INTERSECTION OF ALLENHURST CIRCLE AND SCHAEFER WAY Z� 12 z 0 < z i vjwR�8 95 wzizjxH • • • • • • • V °0 00 ZI 00 W N- 0, cr Z Q . v �Q C, _? a Vx vi � N a o rZr- o I wN 00 W v W � O Q coo V � � Zcr4 W V W z o� 2 No. - 920299 STATE OF IN a... er . BRUCE NAM a+ir..K« IL Sale k 0 R" C402 D& 07-23ftow wow -98 9aoa2e-20100 7A 8-b 79 :'�� ► : • BLDG PAD BLDG PAD •.1 o: 1. 1 ::1 . :1 • %.. ►:1 880.1 : '• I E= spa ® �E1 r r 879.1 • . • ::1 : • 879.3 • • • • • INTERSECTION OF ALLENHURST CIRCLE AND SCHAEFER WAY Z� 12 z 0 < z i vjwR�8 95 wzizjxH • • • • • • • V °0 00 ZI 00 W N- 0, cr Z Q . v �Q C, _? a Vx vi � N a o rZr- o I wN 00 W v W � O Q coo V � � Zcr4 W V W z o� 2 No. - 920299 STATE OF IN a... er . BRUCE NAM a+ir..K« IL Sale k 0 R" C402 D& 07-23ftow wow -98 9aoa2e-20100 lurimK•��. 10 3' SHOULDER, X -SECTION THIS SWEET 20 CONCRETE ROLL CURB DETAIL PV -'i5 (SHEET C305) ® CURB TAPER, DETAIL PV -7 (SHEET! C305) 05 PAVEMENT SAW CUT © SUB -SURFACE DRAIN, DETAIL ST -1'3 (SHEET C305) 136th STREET AND ASHBURY PARK DRIVE ENTRANCE NOTE: THE ACCEL-DECEL LANES ARE TO BE INTALLED WITH A CROSS SLOPE OF 1 /4"/FT, BASED FROM THE EDGE OF THE EXISTING PAVEMENT OF 136th STREET. 40' 1/2 R/W VARIES 18' - 27' NEW PAVEMENT EXISTING & SHOULDER (VARIES) 15' — 24' 1' 4• VARIES 3' 10:1 1 4" ff SLO 4'1 4:1 6" NOTE: SAWCUT REQUIRED PREPARED SUBGRADE COMPACTED TO 95X MODIFIED PROCTER NEW SIDEWALK #73 STONE SHOULDER PAVEMENT SECTION WITHIN R/W OF 136th STREET. 1 1/2" X{11 HAC SURFACE COURSE ® 4" #9 HAC BINDER COURSE ® 9" #53 STONE F] EXISTING PAVEMENT R/W (VARIES) EXGTMC SMOULDER —EXISTING PAVEM It OF EXISTING PAVEMENT DON'T s DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOMN ON THS PLAN ARE BASED UPON ABOVE BLIND GROUND EVIDENCE (k4 dinq, but not limited to, manholes, Mete, vdvK and marks made upon the qmM by others) AND ARE SPECULATIVE IN NAM. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UlU71ES FOR WHICH THERE IS NO 1-800-382-6644 ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND 1-800-428-5200 BEFlEDByTHE By FOR CALLS OUTSIDE OF INDIANA PRIOR TO IMY AND ALL U °° Zd I wz �v,z ~� cc %6 63K 3 U °° Zd I 00 0 V W "�° Q`}va crZQ.0 Qa�� _? a N a p f, ,, - _• �<r- otom J ZNw It 00 M v � M J a eq w M Lu CC �ao WR; a h Q v oc CC W c� c V z As_Br: ell % N0.- 1'920299 STATE OF F � S Dian ara•o A: BM NAGM salt 0 Salk C . s� C403 o�. oi-2s-89 ft" wow 9x0628-20100 . .... . ...... .......... X,.i 1-12" STORM CMP C77F . . ........ K 1, 11 1 Y I .. ....... ...... ....1......... . . .... . . . ... ....... ...................... . ..... .... . . ......... . . . ....... ....... ...... . . ....... ... . ............... 0000,. ....... ....... ....... . ... .... ... A x" < ...... . ........ . ......... ... . ... I CO IX f 2-12" STORM CMP'S ... . . . . . ................ . .. ...... . ................ . . .. . ..... . ........ . . . . . .............. . ............... .... . CO P - WIDENE................. AND SHOULDER . .... . ...... . .. . ...... . ..... ....... .......... 099 ............ ADDED- TO EAST 7 ........... E-XTEND0 4- 4- 81 . . . . ....... +7 T PROPERTY LINE._ -- iv 0 0 �� 0000 —1-2 -CM U5' BE EXTEND ll-j� N -- ----- .......... ........... 170.00' F -M--71 M.E. • UF rA E r 7 -7 ....................... ................. _Z_ WE -71 0000.. . ..... F M MI. N 77 71 , /' i 0� ;71A Z 17 1-- 7/ 7 U7 LE W/ SSD 1"A -36 41 R55.00 0 0 0 0.50% SWA 0 0 0 0 4--o 0 0 0 0 -� - - -- - - - - - - - - - - - - - - - - - - ---- - ------ lz . ... ..... Ua p 0 W -W 0 0 0 0 0 0 0 0 000 0 a n er 41 SIDEWALR I ewa rain 7 1 878.6 2 100.00880.10T, 00.00 \\7 co 880-01 00 10 0 0 0 1p 0 0 0 0 0 0 0 SWALE/�O SSD 1879.0 0 0 0 11 0 0 0 b oo 0 0 0 - — ------- * 0 4 \.OX - 7 ziN 8=79.7 880. Nu / N, 0 o� 878.0 00 SWALE NO SSD 1-00% 7 0 0 7— 0 0 0 0 o o o ---------- p. 0 0 0 — ------- * 0 0 0 I TC I 878.Q( 1879.5 1/ . . . ......... 00 00 81 BLDG PAD 8 ELEV=881.4 00 BLD PAD 881.4 00 82 EL EV=��8 1. 0 I -BLDG PAD I cp 1 ELEVI �3 I I I=881.9 SITE NOTES 10 3' SHOULDER, X -SECTION THIS SHEET 02 CONCRETE ROLL CURB DETAIL PV -5 ',(SHEET C305) CURB TAPER, DETAIL PV -7 (SHEET C:305) PAVEMENT SAW CUT SUB -SURFACE DRAIN, DETAIL ST -13 (SHEET C305) 79 BLDG PAD ELEV=880.6 11 -2-M . 2:087. 1 1.04 % SWALE NO5§D -->000_...10 000 0 0 0 0 136th STREET AND SC!iAEFER WAY ENTRANCE 40' 1/2 R/W VARIES 18' — 27' NEW PAVEMENT EXISTING & SHOULDER 4' VARIES 3. (VARIES) 15' — 24' 170:1 1/4 151M 6" T _NM- k.—SAWCUT REQUIRED PREPARED SUBGRADE COMPACTED NEW SIDEWALK TO 95% MODIFIED PROCTER #73 STONE SHOULDER PAVEMENT SECTION WITHIN R/W OF 136TH STREET 0 1 1/2- #11 HAC SURFACE COURSE 0 4- #9 HAC BINDER COURSE 12 9- #53 STONE F1 EXISTING PAVEMENT 1,878.5 1 -7 P j BL G PAD 'LE)V=880.5 4 878�-5 S SWALE W/ SSD 0. 50 o o o 0 0 0 0 741 879.0 C 18718.001 87g. 4 • 77 BLDG PAD ELEV=879 .9 7 6 BLDG PAD NOTE: THE ACCEL/DECEL LANES ARE TO BE INSTALLED WITH A CROSS SLOPE OF 1/4"/FT, BASED FROM THE EDGE OF THE EXISTING PAVEMENT OF 136TH STREET. R/W (VARIES) % OF EXISTING PAVEMENT DON'Tway 'HoLi:y sEz- DIG BLIND 1-800-382-5544 CALI. TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UlXI71ES SIM ON THIS PLAN ARE BASED UPON ABOVE GROUNI) EVIDENCE (kkdri% but not limited to, mog Wets, vahv% and maks mode upon On gmwW by obws) AND ARE SPECULATIVE IN NAME THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR *NCH THERE IS No ADM GROUND EVIDENCE OR FOR MCH NO ABOVE GROUND EVIDENCE NS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. E 0 f -I PC 19 4 V3 4 R 1 3 z 0 0 0 0 0 00 d Z 00 0- E 'o, W to In O<X cr 3: — 0 w< vi 0— Q. e) C*4 zr-� < 0 C14 LLJ 00 Q .. a. v � v L§ CNZ EV) Ac CC II-- q< vv co to ujo to ui co CC 4 F - Lu co z 0 x 0. co" BY: wo", OsTj 0. 299 STATE OF OM HAGM coft A, .. c Soft 0 C404 Do wav emm-mm f -I PC 19 4 Q X I N o I O N N � � X X I t I t 1 I I I i I I f CAI I �C .� �� _s _,_ _ _....._.- ............_ .. I _ ..._ _... _.____ TRAFFIC MAINTENANCE LEGEND A DRUMS 1 FLAGMAN * LOW INTENSITY FLASHER STD. CONST. SIGN POST CONSTRUCTION SEQUENCE 1. ALL TRAFFIC CONTROL SIGNS AND BARRICADES ARE TO MEET I.N.D.O.T. STANDARDS. 2. CONTRACTOR IS TO GIVE D.O.T. 72 HOURS NOTICE PRIOR TO BEGINNING WORK. END CONSTRUCTION XG20-2 60• x 24• //ROAD \-\ ONSTRUCTIO AHEAD , 1500 FT XW20-1A 60• x 60• NIM. 28• X Ir KM PIAIE, COYEIIED VEE FIRM ORANGE RF1.EC71% MAIM ■M BUCK Nu1ERALS DES IMING PREDEIERMM DISTANCE, MAY BE ATTACIEO OYER 7K WORD •IINW TO MORE SPECIFICALLY LOCATE 111E SUBJECT 1111M ONE LANE ROAD 1000 fT XW20-4 48' x 48' FLAGMAN AHEAD XW20-7 48• x 48• X X : c<; G7 N N O O � �3I N D TRAFFIC CONTROL OBJECTIVE During the course of construction of this project the contractor shall make every effort to keep one lane open in each direction at all times. If a safe environment can not be provided for motorists and constuction workers a flogger and a 1 lane reduction may be used. There will be no street closing. TRUCK OR BARRICADE WITH ORANGE FLAGS OR WARNING LIGHTS X X N N O O _ * * w' f� .......... .... _..— _ � � • . . W 1 500' f( a Q I I f I�3 IO E ui � O N .. � ! I ! O 3: X I l ° X �I t f,3 � � f V XG20- 2 * I �* XG20- 2 XW20-1 A XW20- f cc H ilk � (f) Z If a -) X I � . I t I t 1 I I I i I I f CAI I �C .� �� _s _,_ _ _....._.- ............_ .. I _ ..._ _... _.____ TRAFFIC MAINTENANCE LEGEND A DRUMS 1 FLAGMAN * LOW INTENSITY FLASHER STD. CONST. SIGN POST CONSTRUCTION SEQUENCE 1. ALL TRAFFIC CONTROL SIGNS AND BARRICADES ARE TO MEET I.N.D.O.T. STANDARDS. 2. CONTRACTOR IS TO GIVE D.O.T. 72 HOURS NOTICE PRIOR TO BEGINNING WORK. END CONSTRUCTION XG20-2 60• x 24• //ROAD \-\ ONSTRUCTIO AHEAD , 1500 FT XW20-1A 60• x 60• NIM. 28• X Ir KM PIAIE, COYEIIED VEE FIRM ORANGE RF1.EC71% MAIM ■M BUCK Nu1ERALS DES IMING PREDEIERMM DISTANCE, MAY BE ATTACIEO OYER 7K WORD •IINW TO MORE SPECIFICALLY LOCATE 111E SUBJECT 1111M ONE LANE ROAD 1000 fT XW20-4 48' x 48' FLAGMAN AHEAD XW20-7 48• x 48• X X : c<; G7 N N O O � �3I N D TRAFFIC CONTROL OBJECTIVE During the course of construction of this project the contractor shall make every effort to keep one lane open in each direction at all times. If a safe environment can not be provided for motorists and constuction workers a flogger and a 1 lane reduction may be used. There will be no street closing. TRUCK OR BARRICADE WITH ORANGE FLAGS OR WARNING LIGHTS X X N N O O MIN. I I TAPER —200' —50'-- 500' 500' W 1 :::1 WORK AREA I 1—rl___J - AL A A A A A A � � 1 500 - - 500 X X 0 o FLAGGER APPLICATION I I NO SCALE -ts. --J DON'T Zr DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CA TION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, volves, and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. J pas 5ZW W N La �W3WfY�� 00 V 1 00 W N'� 0 o' z _? a Q V V 'a N o- O �Q^o N W It 00 QM f \1 C t v .� M 0 14. co� 't Cq w PC V� W Z 0. CE eT: ISTERE,O0', No. 920299 = STATE OF '�an►ntnnmanaa`` oMa.e er. BRUCE HAGEN so�It 0 soft I•GIM C405 OoM 07-23-99 NN*w 980628-20100 W a a ui > a = �I V � cc H U) \1 C t v .� M 0 14. co� 't Cq w PC V� W Z 0. CE eT: ISTERE,O0', No. 920299 = STATE OF '�an►ntnnmanaa`` oMa.e er. BRUCE HAGEN so�It 0 soft I•GIM C405 OoM 07-23-99 NN*w 980628-20100 POINT OF BEGINNING r,r, nr, ArDC TRAP T 881, w W 88, 88 tK 8?, APP OX. L❑ ATIONxD COLLAPS 4" D AIN TI x x Q 78. ' 8i \ 9 w\ gg4 \" gg3 $g2 ti x 8>> 8$ x\ 8j6 I ._, - 1 GOO& DOOM PLAN NOTES, I. THE CONTRACTOR SWILL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE 1 GOO& DOOM PLAN NOTES, I. THE CONTRACTOR SWILL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPOSED DEMOLITION LEGEND Ai OTO BE ABANDONED IN PLACE O EXISTING TO REMAIN. ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED O w v o w O TO BE SALVAGED ® BACKFILL WITH GENERAL BACKFILL MATERIAL <~Pz F N 'Z .1.5 r- Z a 3 o g ww =Lea n SC SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFILL WITH GRANULAR MATERIAL Q z .<zz w 5 w 1� J J DEMOWflON KEY NOTES V00 O ZI w 0o TP TREE PRESERVATION O U-) � o UJ U CONSTRUCTION LIMITS Q " a CONSTRUCTION FENCE Q of Q '� O Q _? a 'L Va 0� vi 0- a N O v a r- < r, f., o <Z o � � J Z'w N 00 a t z � os z O v � J � O f m W �whcC) �- 0 o in -< O O 1 � z Z � � co X W w z 0 Q_ BY. 920299 - - � rte; STATE OF 4 G���e` Q"OM19j! l . . CIMek�d By: iE HAI Ovdty Om mrcr. scft 0 Seek: 1' .� I C102 Roj¢1 Nunbw way DON'T Su - DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDMNA CAUTION LOCATIONS OF ALL EXISiNrG UNDERGROUND Unum SHOW ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (inCkK", but not FNnited to, monlwles, mW vahom and marks mode Wo the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER DOW UNDERGROLMD UTUiES FOR WHO THERE IS NO ABOVE MM EVIDENCE OR FOR WHO NO ABOVE GRotMD EWENCE NAS OBSERVED. THE EXACT LOCATIONS OF SAD BMW UNDERGROUND UTILITIES SHOULD BE VERIFED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. JIIMOON WOMB awsrMM twat mf+n�1K me rorma a 0, r raaaw r11K Ifc". W. wa CROSSROAD URBAN INTERSECTION SEC110N SEM y « w WE NOW Nnmlft Mr w ow b MMd w *am %ft CtixYM Nta SUBDIVISION SIGN PLACEMENT wxu w rara+w NA"M — w N wurc NO a � wM aftm ra smon vm ac fife Me r am x 110 0010 awc UTM 3 WLAX wmf rxww OR MIME {11IwR frM pw ra S MO M ![Ci IM W14(9) Wwe"pm } Nan ftw Mw -nMrdid » baW d so* khmeft a to w*Nd mw *a rwlla i)S*dpY-1Mho" wMr " to" Ar"ft SUBDIVISION STREET NAME SIGNS Mau SIS SI' on -1) MD Syn (1"-2) YIELD M -f M-2 JDr a 3or 30r x ff x 3V vw a rf SIAM (R2-1) SPEED J;4 r LIMIT tcR2 ao' ® 25 M-3 TM my ifxr NOBS: tJ:C= MM-��Mr1�1t OI�O'1wllM = qo w MwO ft1 r�MMiOR 1M~i1�is(=f*AIw.N. POW V OMW Mw/ dp rwd F4 = q t ldirla M*" M wM M YOwx Mw/ M TYPICAL SUBDIVISION REGULATORY SIGNS Mo marc T LEM TRAFFICCON - STOP O -YIELD ❑ - SPEED LIMIT - STREET NAME - END OF ROAD 4t t l - TRAFFIC FLOW DIRECTION ARROWS t 4%& ONLY CAUTION LOCATIONS OF ALL EXISiNrG UNDERGROUND Unum SHOW ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (inCkK", but not FNnited to, monlwles, mW vahom and marks mode Wo the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER DOW UNDERGROLMD UTUiES FOR WHO THERE IS NO ABOVE MM EVIDENCE OR FOR WHO NO ABOVE GRotMD EWENCE NAS OBSERVED. THE EXACT LOCATIONS OF SAD BMW UNDERGROUND UTILITIES SHOULD BE VERIFED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. JIIMOON WOMB awsrMM twat mf+n�1K me rorma a 0, r raaaw r11K Ifc". W. wa CROSSROAD URBAN INTERSECTION SEC110N SEM y « w WE NOW Nnmlft Mr w ow b MMd w *am %ft CtixYM Nta SUBDIVISION SIGN PLACEMENT wxu w rara+w NA"M — w N wurc NO a � wM aftm ra smon vm ac fife Me r am x 110 0010 awc UTM 3 WLAX wmf rxww OR MIME {11IwR frM pw ra S MO M ![Ci IM W14(9) Wwe"pm } Nan ftw Mw -nMrdid » baW d so* khmeft a to w*Nd mw *a rwlla i)S*dpY-1Mho" wMr " to" Ar"ft SUBDIVISION STREET NAME SIGNS Mau SIS SI' on -1) MD Syn (1"-2) YIELD M -f M-2 JDr a 3or 30r x ff x 3V vw a rf SIAM (R2-1) SPEED J;4 r LIMIT tcR2 ao' ® 25 M-3 TM my ifxr NOBS: tJ:C= MM-��Mr1�1t OI�O'1wllM = qo w MwO ft1 r�MMiOR 1M~i1�is(=f*AIw.N. POW V OMW Mw/ dp rwd F4 = q t ldirla M*" M wM M YOwx Mw/ M TYPICAL SUBDIVISION REGULATORY SIGNS Mo marc T 3 N� a x 46. D.E- i sty + a V BUFFER tf11M 0 0 0 o 0 o 30' D.E. _ 'to i + baa ALS NIU ST CIRC 1� �'f 0 A$ PLATH EE�`,33 32 �� 3t 27 f, 0 , SC LEe 1•-5 E \ =�I ,•L 1 � i ��/ 0000.% I j � t 7/1 i i is ui a r it 1s• u J00 719 ,8 EDISON �RiVE 8 716 22 23 24 Q' 25 26 ��"'\ � j - 36 a \\ /3\ 21, ' °0 Q 1 i i 2 ti` \ o I 1 O i - %\ } t CA118 C" ' ` i i i i \\ � • � � \ 'il �, \ A Ow DL f�0 0 \ \ 1 \ \ � O \ F t ' - \ T7 r; t43 39 40 41 is f \ \ 52 - IlidE•ic•�s� I�, �� 11a 6fi�lka ��c �>•�� udE�tc��1J - � Ildt•u•s�.•� � ! + + ► ► L�t•res� �' � � 1 � 1�1 1 ' . r • r r r _ r r �fl f j r' i' 53 4• KAk, CA WNW SM KM ASD PRME NOTE$ 1. OCCUPATIONAL. SAFETY AND HEALTH AMMISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FMN. RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSION& ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS. JOINTS, LIT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES. INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. S. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSITIENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SANITARY MANHOLE CASTINGS SWILL BE: NEENAH R-1642 OR EQUAL WITH CONCEALED PICK HOLES. 9. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL PAVED AREAS. INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 1O.EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11. SEE SHEET C50S FOR SANITARY SEWERAGE SPECIFICATIONS. 12.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. DON'T z - DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA PI 890 slit SNN.Nr1 57.J9 I STR TC EL .10 STA 114+1037 j I i TC EL .70 _!i 4t 00 I I i 885 i _ I �..�...r...........�.. .--- ...._........-...}:._... � : 0 _...____..._.._................._._..........j................_........._ ....................._.................................... i ............_....._......................................_...._..�._..._._._.__..._._.._.... ._......._.__..... _0_000 0000 5_01002_. - ._...� 0... STATION -22 .71 TC EL- 60 511 4. SIR 569 ( STP. 510 ATION=20+29.38 i ? _ ................... 0°°00-0oo I j i' ! i ..._.STA =18+66.057. STATIONn 19+ .85 871. El_■8-80- 0 0�o00 i TC E 876.90 TC E1�8. °°°° _ _80 ,........_..... _......._......................._............._..................... j_ _ ._...............I..._... _...__..._.._....... _...._...._. _..........___..................._.._................. .___........._.............___ NW =870.80000 1 RCP ORM SW -870.90 10,S 14+ 4 °0o-738-737 N P STORM i I c 0 )+60 I i1i e°°c-o o �c oo °010ot0 RUN 0°oa° i i i• - -_ - ..� -RTC aP a S zT.O.. R_ M0000... � - 875 _ _0000. ................_....._.__ _._...................................._.........._ ........A&..._..__ ........................ . ......................... ......__.................................... _- _- ....................__ _............._... j° o°yo°°°oo°o72 -729 RUN co 0, IE 72.59 °0000o°aooa COCRETE SDDLa°° 129 g'WCd 0 RE IRED0 on0epeoC0 s'-o000 LFPC0•N3SANITARY- '0 70.80 0 63 LF PVC at 0.60% 508-513 RUN °o° 870 0045% ISANfTAR1 i .41 I j 509-517 Rt�IN i i 0.4571 109 LF if PMC d 1 ; 7 LF 8- PMC at 0 s% I ! i i44 i ' 865 .f) CO� Nn Nx v�A xb of� r� r��cOy�i, Ac�� 008 MIN Ne �.D O! AO N� !�•�- Uf dD .O .�f �C� QO tO 5��5N� o"tS 88 Bits 8f o� 8f 8i so 19 00 00 00 00 o c D co o coo Goo ado w m Goo o a�0 ego btS ado a5 S5 •00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 PROFILE THREE HORIZONTAL SCALE 1•-50' VERTICAL SCALE I'M& ' I CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valve% and marcs mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND���TI N. MW L.EGM EXISTING PROPOSED - -GROUND - GRADE 805 805 EXISTING ^ PROPOSED GROUND ^ n GRADE 800 800 DATUM 2+00 +-STATIONING 000 GRANULAR BACKFILL 0 o SEE NOTE 8 NI` • - 2 3 1 • i ar . zAzw L-z861�a t 0 0 0. 0 0 0 • 00 V ZI 00 Ift O � V W Z� m < 0 W _? a V�N 2 O ... N a. v I oto N W It aD • ` • 0000-%� ' ��� ; 6+ 5_ j I • ►.I Y . � s a: 3 N� a x 46. D.E- i sty + a V BUFFER tf11M 0 0 0 o 0 o 30' D.E. _ 'to i + baa ALS NIU ST CIRC 1� �'f 0 A$ PLATH EE�`,33 32 �� 3t 27 f, 0 , SC LEe 1•-5 E \ =�I ,•L 1 � i ��/ 0000.% I j � t 7/1 i i is ui a r it 1s• u J00 719 ,8 EDISON �RiVE 8 716 22 23 24 Q' 25 26 ��"'\ � j - 36 a \\ /3\ 21, ' °0 Q 1 i i 2 ti` \ o I 1 O i - %\ } t CA118 C" ' ` i i i i \\ � • � � \ 'il �, \ A Ow DL f�0 0 \ \ 1 \ \ � O \ F t ' - \ T7 r; t43 39 40 41 is f \ \ 52 - IlidE•ic•�s� I�, �� 11a 6fi�lka ��c �>•�� udE�tc��1J - � Ildt•u•s�.•� � ! + + ► ► L�t•res� �' � � 1 � 1�1 1 ' . r • r r r _ r r �fl f j r' i' 53 4• KAk, CA WNW SM KM ASD PRME NOTE$ 1. OCCUPATIONAL. SAFETY AND HEALTH AMMISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FMN. RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSION& ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS. JOINTS, LIT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES. INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. S. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSITIENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SANITARY MANHOLE CASTINGS SWILL BE: NEENAH R-1642 OR EQUAL WITH CONCEALED PICK HOLES. 9. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL PAVED AREAS. INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 1O.EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11. SEE SHEET C50S FOR SANITARY SEWERAGE SPECIFICATIONS. 12.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. DON'T z - DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA PI 890 slit SNN.Nr1 57.J9 I STR TC EL .10 STA 114+1037 j I i TC EL .70 _!i 4t 00 I I i 885 i _ I �..�...r...........�.. .--- ...._........-...}:._... � : 0 _...____..._.._................._._..........j................_........._ ....................._.................................... i ............_....._......................................_...._..�._..._._._.__..._._.._.... ._......._.__..... _0_000 0000 5_01002_. - ._...� 0... STATION -22 .71 TC EL- 60 511 4. SIR 569 ( STP. 510 ATION=20+29.38 i ? _ ................... 0°°00-0oo I j i' ! i ..._.STA =18+66.057. STATIONn 19+ .85 871. El_■8-80- 0 0�o00 i TC E 876.90 TC E1�8. °°°° _ _80 ,........_..... _......._......................._............._..................... j_ _ ._...............I..._... _...__..._.._....... _...._...._. _..........___..................._.._................. .___........._.............___ NW =870.80000 1 RCP ORM SW -870.90 10,S 14+ 4 °0o-738-737 N P STORM i I c 0 )+60 I i1i e°°c-o o �c oo °010ot0 RUN 0°oa° i i i• - -_ - ..� -RTC aP a S zT.O.. R_ M0000... � - 875 _ _0000. ................_....._.__ _._...................................._.........._ ........A&..._..__ ........................ . ......................... ......__.................................... _- _- ....................__ _............._... j° o°yo°°°oo°o72 -729 RUN co 0, IE 72.59 °0000o°aooa COCRETE SDDLa°° 129 g'WCd 0 RE IRED0 on0epeoC0 s'-o000 LFPC0•N3SANITARY- '0 70.80 0 63 LF PVC at 0.60% 508-513 RUN °o° 870 0045% ISANfTAR1 i .41 I j 509-517 Rt�IN i i 0.4571 109 LF if PMC d 1 ; 7 LF 8- PMC at 0 s% I ! i i44 i ' 865 .f) CO� Nn Nx v�A xb of� r� r��cOy�i, Ac�� 008 MIN Ne �.D O! AO N� !�•�- Uf dD .O .�f �C� QO tO 5��5N� o"tS 88 Bits 8f o� 8f 8i so 19 00 00 00 00 o c D co o coo Goo ado w m Goo o a�0 ego btS ado a5 S5 •00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 PROFILE THREE HORIZONTAL SCALE 1•-50' VERTICAL SCALE I'M& ' I CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valve% and marcs mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND���TI N. MW L.EGM EXISTING PROPOSED - -GROUND - GRADE 805 805 EXISTING ^ PROPOSED GROUND ^ n GRADE 800 800 DATUM 2+00 +-STATIONING 000 GRANULAR BACKFILL 0 o SEE NOTE 8 ar F 8 W zAzw L-z861�a �IZaJZWIY J 0 0 0. 0 0 0 • 00 V ZI 00 Ift O � V W Z� w Z XQ V < 0 W _? a V�N 2 O ... N a. v • � Q n - r` zQ r- 'v oto N W It aD v o. 1 r , V v W a: QCO ko v h cq CC cl� M�M Z Btr: "��aalnu mmnr upri UF''''�'�, ,�`�Jp. Q EH� No. 920299 = �1 I ► STATE OF r ,,rrrrrs/OlNnAi 11 n►1�++`"�� LISA ELLER 1aueMM BRUCE IAGM awkyho c. Soft O Sao t' 51wt C502 DeM 07=25-99 980628-20100 890 885 880 875 870 865 12" SANITARY OFFSITE 12" SANITARY OFFSITE 860 GRADE 805 --- ---- ,805 EXISTING a ^ PROPOSED GROUND GRADE PATO M 2♦00 *-STATIONING o° °°o GRANULAR BACKFILL °°° SEE NOTE 8 DON'T LESEZ: DI BLIND GD 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (hduft but not limited to, manholes, inlets, valves, and maks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EViDENCEV FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UIUTIES SHOULD BE BY THE CONTRACTOR PRIOR TO ANY AND ALL CDNSIRUCTION. r- e: ro;� -;z -IS in 3moo► oma' 0o E 8c h ♦♦�p�y ♦ ^'p8p ta� ._Ri ff 3 ! n i ago ago GGo GGo CIO Goo opo coo rSTR. 000 q � 0 STR. 504 OUY-872.80 505 ARDN-6+$2.01 01� t0 1C fb OAO i 06 STATION=8 21 34 i € 1 rC EL=876.90 41+50 0+00 0+50 1+00 1+50 £ STATION -5+25.83 EL=.20 3+50 4+00 TC EL=882.2D 5+50 883:45TCi 6+50 7+00 7+50 8+00 -ARAM .� ONE. N Oi= -- -- a°o°a°o°o°o o°o°o°o° 0000J0000, a°o° INAA 18" STORM °°° I _ _ _...._ TC EL -M.10 °noo0o°oo00 . SE) =865.93 INV S =866.40 73 32 RUN 000a0°oo EXISTING HHC 23 STATION -0+00 a o0aoo°do° -3.02 0 °CONCR 72. TC EL-874.Zi I En 863.17 i © '' ooea, ao°QD o n°ann° _• - -- t E i ; 502- - ----- ---- -- - __.............. .............. _8 ...... _..... i i i SIR 501 11.0 E1=875.50 I STATIN=0+3S 25 I € I TC EL=874.60 i �!at'�1 863.96 NE =863.53 ) 1 E E E E INV(w)-863.43_ € { ( � � IE 11 i I 1 E j Ohl RCP STORM ! �G Si A. 5+91 [ € A17-718 RUN \69 1 i 19-874.38 '• I E SANI TARY E E E 866n505-5(7RUN CORE REQUIREDI I ' 1 8 PVC 0.45% j E 864.05: 863.43 218 LF 8" PVC 0.45% 35 LF 8" 194 LF 8 PVC at 0.:45 pVC at 0.45X E E E E , 1 1 ( r- e: ro;� -;z -IS in 3moo► oma' 0o .....___..._.....__ 8c h ♦♦�p�y ♦ ^'p8p ta� ._Ri ion ryf� n i ago ago GGo GGo CIO Goo opo coo W CD 000 q � 0 W ado OUY-872.80 p 1^�� p 01� t0 1C fb OAO 44+00 43+50 43+00 42+50 rC EL=876.90 41+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 PROFILE ONE. -- O°n° T- -- -- a°o°a°o°o°o o°o°o°o° 0000J0000, HORIZONTAL SCALE@ 1••50' VERTICAL SCALE 1•-5' i 890 885 880 885 875 0 880 ATE= CRC MAINTAIN 10 5 STAN) 870 875 865 870 1860 8+50 UWARY BEER RAN AND PROFLE NO'fft 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS. JOINTS, LIT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SWILL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWAU.S SWYL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (Y.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD MUM. AD IUSTM ENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. THE CONTRACTOR WILL BE REQUIRED 10 PROVIDE AS -BUILT DRAWINGS 10 THE ACCEPTING AGENCY TO CERTRY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE LS BEING MANTANED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R-1642 OR EQUAL WITH CONCEALED PKC( HOLES. 9. FULL DEPTH GRANIAAR SACKFUL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIOEWALKS. 10 -EASEMENTS ARE SHOWN FOR REFERENCE ONLY AFD DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PIAT FOR EXACT INFORMATION. 11. SEE SHEET C505 FOR SANITARY SEWERAGE SPEC:ICATXM. 12.PPES LENGTHS ARE MEOW FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ST L 517 ... _ .....___..._.....__ ......................__...._._........... ST TION=43+73.50 A� A� �A� r -C SIR. 509 TC EL=878.90 OD b O Oo e0 O STA =40+00.00 OUY-872.80 p 1^�� p 01� t0 1C fb OAO 44+00 43+50 43+00 42+50 rC EL=876.90 41+50 41+00 40+50 40+00 =870.90 wom -. NW =870.80 ING RTES °O°O°O°°°O°O -- O°n° T- -- -- a°o°a°o°o°o o°o°o°o° 0000J0000, a°o° 18" STORM °°° _ _ _...._ °noo0o°oo00 0°� 73 32 RUN 000a0°oo a°°°o°o0oo0000 a o0aoo°do° -3.02 0 °CONCR 72. S0° ooea, ao°QD o n°ann° 374 LF 8- PVC d 0.51 I ...._..._..__._.._._.. __.............. .............. _8 ...... _..... i 885 880 875 SANITARY 509-510 RUN SANITARY 508-509 RUN 870 865 ... _ .....___..._.....__ ......................__...._._........... 865 A� A� �A� r -C p a0M ♦ � OD b O Oo e0 O Y^O p 1^�� p 01� t0 1C fb OAO 44+00 43+50 43+00 42+50 42+00 41+50 41+00 40+50 40+00 PROFILE TWO HORIZONTAL SCALE 1•050' VERTICAL SCALE 1•05' T- L N ra a m 875 ::1 875 87011 DON'T sEzr DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (induft but not limited to, manholes, inlets, valves, and maks mode won the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 9" BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. STR. 508 II EXISTING n � 00�� 00 OD 35+00 I PROPOSED �o .n is 9 00 00 OD 36+00 36+50 GROUND Oo OD 37+50 GRADE 805 HORIZONTAL SCALE@ 1•-50' 805 ...._.......____. .................................. __........ ................................... _.._...... EXISTING '4:PROPOSED '4' -GRADE STATION=30+ .00 GROUND n 800 800 DATUM 2+00 -+-STATIONINGGRANULAR 0000 BACKML SEE NOTE 8 DON'T sEzr DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (induft but not limited to, manholes, inlets, valves, and maks mode won the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 9" BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. STR. 508 -2 aD 00 34+50 n � 00�� 00 OD 35+00 -. + OD OD 35+50 �o .n is 9 00 00 OD 36+00 36+50 C4 ao ao 37+00 Oo OD 37+50 00 OD 38+00 38+50 0+00 HORIZONTAL SCALE@ 1•-50' ...._.......____. .................................. __........ ................................... _.._...... ............. ....... _.......................... ................ ........ ._............ STATION=30+ .00 TC EL=882.7 INV(NE)=869. STR. 5 3 INV(SE)=869. SU 31+65.48 - - - - - _ - - TC EL E) .30 171.40 _ SFJ 870.30 STR. 515 STR 516 �IN1 SIR 5 4 STATION=37+ .73 STATION -38+ .48 =35+65.55 TC EL=879.1 TC EL=8 9.90 TC EL -878.40 SE =873. M► - 90 87230 =872. 5 ............................... ............. .F+1 ........._ .......................... . ...._. _. _. _.......................... _ "�- -,.._.._.�..._..........___ 872.20 12" R TORM _................... __. _........_.._ ............................... ........ _ _..- _._. - %-STA. 33 y� 736-757 RUN ° ��------ _ IE=87 59 Do. oa°o°o 00 00 o°o°o° Y RCP STORM 0 . • ^°�.°^° ORM STA. 34+32 739-7 R N 0.7 3-745 IE=874.18 04E 8741 CRETE SADDLE 0ry0 Op°QOQ REC+UIRED 873. 129 8 PVC at 0.66% 135 LF 8' PVC d AN 400 8' PVC d 0.45% 165 LF 8- PVC at .45% 8" SANRAR 508-509 RUN SANITARY 507-508 RIJN 0 I 10A 99 99 30+00 30+50 .. n OR .�. . OO D u! CIl N 99 99 1 9 31+00 31+50 32+00 32+50 33+00 880 880 875 875 870 880 865 875 860 870 855 WTARY SEwBi PLAN AND PROFILE NOM 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SUHQAROS FOR EXCAVATIONS, FINAL RULE 29 CFR PART 1926. SUBPART `P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET N DEPTH REWIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS. STEPS AND PIPE CONNECTIONS WELL GROUTEDTROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES NO BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQtUIREO TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. THE CONTRACM WILL BE REWIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TRT CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REWIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHAT PRQVIOE FOR PERIODIC AS-BCUHLT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION 8 INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO SURV OF CONSTRUCTION. 8. ALL SANIURY MANHOLE CASTINGS SHALL BE: NEENAH R-1642 OR EQUAL. WITH CONCEALED PICK HOLES. 9. FULL DEPTH GRANULAR BACKFIN SWILL BE REWtI O UNDER AND. WITHIN FIVE (5) FEET OF ALL PAVED ATLAS, INCLUDE CURBS. EDGE OF PAVEMENT. AND SIDEWALKS. 1O.EASEMEN7S ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11. SEE SHEET C505 FOR SANITARY SEWERAGE SPECIFICATIONS. 12.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. .....__.__................_.....__....�...__....._.........__.............._.....,....__....................._. _._.._.._._._._.__....._............................................. __.............._. __ _.___.__.__._...................._.!__ _ __. __._ „� .. ... i '• STR. 519 I STATION= +09.69 j TC EL=8 4.10 I INV IN -810.63 ! INV OUT 53 ................_..._.......... - -. _. I 3 ' ------- I SNR. 518 .-.__............ -..- . .. ................�...._._...._...._.........___........_ __..-_ _ _...__._ ......._ _...._.._._..._......_......._......__._..____.. ....... _.._. _._.._......_ .... _....... _ _._................................... _.._..... ......... ..... ..................... .................. ......................... STATION=O+ 1C El= .30 � • TC EL■855 NV OUT .7 63 I WE) -W)=853.9 IN PS)w853. ! ! I 1 RCP S 4 € S 6+ _. _ __. _. _ _. _ - __.._._....._......._....._� ._...._..__.._......_.._......_....._..-..._........_...._.._.__._........__ r........__......_. - _ -._....._...-__-..__............._.....:........................................_......... 22 ! 7 -701-1 I i i IE 862.79 t I i j ': ,. C NCRETE I I I ; c• R OUIRED .63 ................................................................................ AO0 LF ' PVC it 0.45% CORE & BOOT REQUIRED Q10 lF 8 PIC at 1.5916 I I i 12" SANRA OFFSITE •12" SANK OFFSITE j 865 850 N 2 ao 8 o 00 00 00 33+50 34+00 -2 aD 00 34+50 n � 00�� 00 OD 35+00 -. + OD OD 35+50 �o .n is 9 00 00 OD 36+00 36+50 C4 ao ao 37+00 Oo OD 37+50 00 OD 38+00 38+50 0+00 HORIZONTAL SCALE@ 1•-50' VERTICAL SCALE 1•-5' HHUr ILt r (JuH HORIZONTAL SCALE 1•060' VERTICAL 8CALEs 1905' a3 a3 O�Ntf45 03 4 fi�? Tz Tz Go Go n �OD N� Of OHO tri •r Go 00 0+50 1+00 1+50 2+00 2+50 e3 e3n Go so coOo Go ao oD ao ao aD Go w 3+00 3+50 4+00 4+50 5+00 00 i. .o Oo ao ao co 00 5+50 6+00 6+50 PROFILE FIVE 4_41 HORIZONTAL SCALE@ 1•-50' VERTICAL SCALE 1•-5' G PC 805 ,_ - ".."".." - GRADE 805 May, DON'T sEz: DI BLIND GD 1-800-382-5544 CALL TOL. FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valva, and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. STP, 523 STATION- 12+92.39 TC EL=878.00 INV IN=868.71 kl-1 fw�fzl c"I EXISTING D a I PROPOSED i GROUND , ,� GRADE 800 9+00 9+50 10+00 10+50 11+00 800 DATUM 2+00 - --STATIONING °o°°o GRANULAR BACKFILL °°° SEE NOTE 8 May, DON'T sEz: DI BLIND GD 1-800-382-5544 CALL TOL. FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valva, and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. STP, 523 STATION- 12+92.39 TC EL=878.00 INV IN=868.71 kl-1 fw�fzl N A O^p E i OD dO O O �O Go EGD a�0 cc 00 0�0 a^O C�O 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 OD CSD OHO 0^O OD 00 i e0 � -i i 6+50 TC EL=875.20 7+50 8+00 8+50 STR. 519 c z 3 f '� - _, � W IN=869.90 1 STATION= 09.69 crani 1 8 I MNV OUT=869.90 � op � TC EL -8 4.10 FILI Z- O W or Wws 95 zz z zKSS • • • • • • • V °° ZI 00 0 M ° U LUto u q) a wzx < OZ a Qz VcrV N 0 .. a 0 ^Q^ v INV IN= .63 M v SIR 520 a co a U OM 0 cr- w M cc Q Z CL INV OUT .53 STA 8+22.66 i CO) M 8Y: ��•� �� i•QiF,�'iST ERfccF'L'/'ms's 19202991 STATE OF i TC =872.10 o►..� 3wr IISA EMM aA1eM1 Sp. BRM HAM ' Soft 0 So : t' • 31114 C504 0* OT -25-98 880628-20100 INV=.69 1 =861 SK 522 1 '' WATERLINE CROSSIN SIR. 521 STA 56.93 IC EL=87� 19' - W1.�0 MAINTAIN 10 STATES STANDARDS TC EL INV .' &0 - INV 0UF °o° 2 LF 8• PVC at 0.4 % 1 fr RCP STORM c o°o°o° O000t00000 �000 706-705 RUN 24- RCP STO M CROS °opo°opo°o °O°OVQh000 o°o ono STA. 15+51 IE=867.28 1 RCP STORM STA. 7 5 CWATERLPE 10 STATS >°t, ° ° °000a 0oa pqc 1 S 6+22 702-703 R N STAND ` o o n°o° °o°2 F 8 e o ° 0 862.79 CONCR E °o roo oIE o CONCRETE SADDLED LE °°.° R QUIRED REOD .;' �r do V LJ. 134 LF 8' PVC 0.45% 860.w 213 8' PVC at 0.45% I i i ISI � 1 i i 1 i N A O^p �O N .O N OD dO O O �O Go EGD a�0 cc 00 0�0 a^O C�O 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 OD CSD OHO 0^O OD 00 0p 00 e0 � 00 co 6+00 6+50 7+00 7+50 8+00 8+50 M 875 870 865 855 013 r- 3 j♦dG N n 99 b ,.may( rM� ^ .+'f N O -w O gyp*► O - ^A aC O O► O O� OD dO O O �O Go EGD a�0 cc 00 0�0 a^O C�O 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 PROFILE SIX, HORIZONTAL SCALE• 1•050' O v VERTICAL SCALE 1••5' &4wmY BEWEr1i PLAN AND PROPLE NOTE& 1. OCCUPATIONAL SAFELY AND HEALTH ADIMIISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 11)' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENIY (20) FEET IN DEPTH REWIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES %U HAVE CASTM JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALL.S SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD A&kG7LVM OF TOP OF CASTING (T.C.) OF STRUCRIRES MAY BE REOUMIED TO MEET FIELD CONDITIONS. AN1vNWWNTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUC LIRE. AT NO COST TO THE OWNER. 6. THE CONTRACTOR W11 BE REOURED TO PROVIDE AS -BUST DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SETLERS. SEWERS INSTATED AT A GRADE LESS THAN REWIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTIKIOR SWILL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 7. CONTRACTOR SHALL VERIFY LOCATION & INVERT ELEVATIONS OF EXISTING SANITARY SEWER PRIOR TO START OF CONSTRUCTION. 8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R-1642 OR EQUAL WITH CONCEALED PICK HOLES. 9. FULL DEPTH GRANULAR BACKFILL SHALL BE REWIRED IADER AND WITHIN FIVE (5) FEET OF ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. t0.EA5EMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARLY DEPICT ACRJAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 11. SEE 9W C505 FOR SANITARY SEWERAGE SPECIFIGATIDNS. 12.PPES LENGTHS ARE MEASURED FROM CENTER OF STRUVURE TO CENTER OF STRUCTURE. h C .y O v c z 3 crani 8 I op FILI Z- O W or Wws 95 zz z zKSS • • • • • • • V °° ZI 00 0 M ° U LUto u q) a wzx < OZ a Qz VcrV N 0 .. a 0 ^Q^ v O to N W 00 M v a co a U OM cr- w M cc Q Z CL to je CO) M 8Y: ��•� �� i•QiF,�'iST ERfccF'L'/'ms's 19202991 STATE OF i o►..� 3wr IISA EMM aA1eM1 Sp. BRM HAM auft Awvw11� Soft 0 So : t' • 31114 C504 0* OT -25-98 880628-20100 CONTRACTOR SHALL PLACE A 5' POST EXPOSED 2' MINIMUM O GRADE DIRECTLY ABOVE LATERAL PROPERTY LINE END. POST TO BE PAINTED RED TO ASSIST IN VISUAL LOCATION. CASAND LD INSTALLED FRAME FLOWLINE 2" LETTERS, RECESSED, y " FLUSH WITH FLUSH WITH SURFACE 2.0' J/ FINISHED GRADE IN FINISHED GRADE f SEWER Q NEENAH R-1642 OR EQUIVALENT, PAVEMENT AREAS FOR UNPAVED AREA W/ SELF-SEALING APPLICATION, p NOTE: DEPTH OF PIPE AT PROPERTY LINE TO /10" WITHOUT FRAME WATERPROOF CASTINGS SHALL BE . 3.0' BE APPROXIMATELY 9' BELOW ESTABLISHED AND LID BEN NEENAH R -1916-F1 OR EQUIVALENT. 1 GRADE EXCEPT WHERE A MIN. GRADE OF o MATCH n00� ALL CASTINGS TO BE STAMPED 1.00X, FROM MAIN SEWER FIXES A LESSER ?:. 00 O O O D "SANITARY SEWER" DEPTH V • 00 EXISTING = % `•: '� •. _:. 00 �a �p 00 ALL PIPE EXCEPT RISE PIPE SHALL DO p p 00 BE AT A MINIMUM GRADE of 1.00X 6" PVC PLUG 0 BACKFILL WITH PLAN 0000SEALED IN PLACE ,p , BACKFILL WITH SELECT EXCAVATED NOTE: a00o NOTE 1 • COMPACTED GRANULAR MATERIAL FOR MANHOLE CONFORMS MATERIAL UNDER UNPAVED AREAS TO ASTMI C-478 N�NµI R-1642 CASTING w/ SELF MAGNETIC LOCATOR TAPE E. pl TO BE PLACED AT END OF Z JOINT CONFORMS TO SEALN4G LID d: CONCEALED CK HOLES 6' PVC PIPE PER SANITARY EACH LATERAL, PAVEMENT AREAS ASTM C-443 AND STAMPED 'SANITARY SEINER" EACH Q SEWER SPECIFICATIONS (SDR 35) ' APPLICATION TC ELEV. 2 - 45' BENDS OR g"PIPE BUTYL RUBBER BASE FINISH GRADE S DRAIN os EXTERIOR BACKPLASTER AWAY FROM CASTING MACHINED BEARING SURFACE LONG RADIUS R MATERIAL. 1/4"11 1/16" 3" MIN. TC-ELEV. PROPER CURVES SHALL °i it 2a" BE USED FOR ALL BEND MIN. THICKNESS FROM aro 1. ABRUPT CHANGES IN 1 2" BELOW TOP OF CONE PRECAST CONCRETE ADJUSTER LINE AND GRADE. RINGS 4' MIN --12' MAX. TO CASTING, PER SPECS. 2' ox END OF / 4 -(MINIMUM) POLYPROPYLENE OR SEWER MAIN ECCENTRIC CONE SECTION -r- 6• BEDDING REQUIREMENTS FOR • PLASTIC COATED CAST 116" MAX 0 -RING GASKET BETWEEN 24" LATERALS SHALL BE THE SAME TYPICAL SANITARY SEWER SPECIFICATIONS 12 IRON STEPS ALL RISER AND CONE AS FOR MAIN SEWER LINE. TO BE USED FOR PRIVATE SEWER DEVELOPMENT W 26 SECTIONS, PLUS 1/2" a a" WITHIN ~ W CONCRETE CRADLE SEAL EACH JOMT W/BOTWL RUBBER BASE EXTRUDABLE GASKET" LONG RADIUS CURVE CLAY TOWNSHIP REGIONAL WASTE DISTRICT v REVISED JUNE 11998 (MINIMUM CONCRETE COATING r ABOVE & BELOW EACH JOINT (KENT SEAL alt EQUAL) STRENGTH OF 2500 PSI) (INSIDE JOINTS TO BE FINED IAVIPRECO' RUG MATERIAL) 24" MAX PRECAST CONCRETE SECTIONS F Z 4"(MINIMUM) UNDISTURBED SOIL SECTION "A -A" �n N W FLOW CHANNELS THROUGH MANUFACTURED GASKET OR 1. Standard specifications of the Clay Waste District and Indiana Deportment of v a 2 BOOT AROUND PIPES Highways shall apply for all work and materials. Pipe shall be installed in kr 9 MANHOLES SHALL BE U -SHAPED k9i W/BENCHWALLS EXTENDING TO CONC. BASE LATERAL accordance with Section 715. i zd o 0 CROWN of PIPE 6" FOR DIA. OF 4• SANITARY SEWER ISOMETRIC PLAN 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and W W 3' MIN. _ 'Z 8' FOR DIA. GREATER THAN 4' A -3o MANHOLE FRAME AND COVER 4• ASTM 23211• PVC pipe shall have grooved bell and gasket. The pipe shall be mode • • • • • • . SEWER CLEANOUT LATERALS ENTERING MANHOLE SHALL = __ _ - = _ - NO SCALE of PVC plastic having a cell classification Of 124548. BE PLACED AT BENCH LEVEL SA -1 /4 0 O 12' O.C.-S.W. MAIN 3. PVC sewer fittings shall conform to the requirements of ASTM D-3034-89 e • NO SCALE GROUT BENCH S" 4'-0' DIA. specification. Fittings In sizes through 8" shall be molded In one piece with MIN. 1/2" PER MIN. 6- OF 08 CRUSHED STONE BEDDING elostoeric joints and minimum socket depths as specified in sections 6.2 and GO FOOT SLOPE 7.3.2. Fittings 10' and larger shall be molded or fabricated in accordance with TC. = TOP OF CASTING ELEVATION section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness i DEEP LATERAL CONNECTION DETAIL of fittings shall be SDR 26 a: defined In section 7.4.1 of the specifications. a. Gaskets SANITARY SEWER for Nostomeric joints shall be melded with o minimum cross-sectional area of 0.20 BENCH SLOPE = 1/2" PER FOOT SANITARY SEWER MANHOLE square inches and conform to ASTM F-477 specification. Fittings shall be 00 SA -5A manufactured by Marco or equal. 0._11 E SA -8A NO SCALE ( CARMEL CLAY DISTRICT) NO SCALE to t` 0 34"O.D 24"I.D. 4. All sanitary manholes shall be precast concrete manholes In accordance with W to ASTM C-478 and Section 720. 0 -rings shall conform to C-443. Kent Seal or O a equivalent shall also be applied to all joints and between riser rings and castings. ` Manhole step spacing shall be no more than 16 -inches. W Z XX Q a A 5. Butyl rubber coating shall be applied around each manhole joint from 6 -inches Q p U_ above to 6 -Inches below each joint. The appropriate primer shall be applied prior Z a to applying the rubber tooting. Inside joints to be filled with recoot lu material. Q - 6. The manhole chimnelis including all riser rings shall be sealed using Inti-ShielOD J a FINISH GRADE "Unibond" or approved equal. Prior to placement, the top 4 -inches of the manhole p cone and costing from* shall be cleaned and primed. The Uniband shall extend N d 0 from 3 -inches below the top of the cone section to 2 -Inches over the flange of the n Q ^- I�Zr-'- manhole casting frame. Q ^ � • PLACE i/2" DIA. EXTRUDABLE37. The costing elevo one a set an. owever, the castings are to be adjusted O I PREFORMED GASKET MATERIAL in the field by the Engineer s representative, should o discrepancy occur between J Z N W I IN EACH KEYWAY -SEE DETAIL PLAN VIEW plan geode and existing grade. New manhole ring and cover shalt be installed to REPLACE EXCAVATED MATERIAL 63' establish grade. Maximum height of adjusting rings shall be 12 -inches. O NOMINAL 1/2" BUYTL RUBBER 8. Bockflll around oft structures and dl cuts under paved areas with granular material. ^ BASE EXTRUDABLE PREFORMED •s. c� Trenches opening with 5 -feet of paved roadways shall be backfilled with granular a • GASKET MATERIAL TYP. material in accordance with Section 211. Backfill under sidewalks shall be granular, • • • ; 4"-12" unless the walks ore constructed a minimum of six months after backfill hos been == =_ in-place. 1/2 9. The Contractor shall be responsible for verifying that all state highways, city and • - _ __- BEDDING MATERIAL TO BE COMPACTED /d CRUSHED STONE 24" 1. D. I , .. I county permits have been obtained by the developer prior to start of construction. D _ _ I I 10. The Contractor shall be required to furnish the developer s Engineer with a set of 7 ' Z1CZ11C=1 27 3/4" 34" 0. D. prints. marked In red pencil. showing actual sewer location and invert• to include 24" NOTE: FOR ROCK OR OTHER INCOMPRIESSMILE lateral location, depth and length. Such as -built prints must be received by the MATERIALS. THE TRENCH SHOULD BE OVER PRECAST CONCRETE ADJ.Engineer before the find con roc payment con be authorized. The sanitary sewer ` EXCAVATED A MINIMUM OF 6' AND REFILLED GASKET DETAIL RING OR FLANGE OF CASTING. SECTION "A -Am laterals and stubs termination shaft be indicated on the surface with a metal fence w//8 CRUSHED STONE. ALL FILL IS TO MEET CLAY TWP. REGIONAL WASTE DISTRICT STANDARD. post set immediately above said termination point. 11. AN sanatory sewer lines upon completion will be required to post an infiltration weir ADJUSTING RING DETAIL tett and a law pressure air test.finless otherwise directed by the Engineer. Said tat shall be conducted according to NCPI Standard Method, and shall be witnessed ;$ LEXIBLE PIPE BEDDING DETAIL SA -28 NO SCALE by on Engineer and a representative of the Clay Waste District. - A-18 112. Deflection tests performed on all flexible* shall be •pipe often the final backfill hos NO SCALE been In-place at least 30 days. No pipe shall exceed a vertical deflection of five Z percent deflection tat results. ("The following are considered non -flexible pipes: concrete pipe, ductile iron pipe and cost iron pipe.) The deflection test shall be O v performed with a nine -point mandrel. Proving rings shall be available. T aL 13. AN mandrel testing shall be observed by o Professional Engineer for certification and (� v a representative of the Clay Waste District, Milt 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable 0 of withstanding a low pressure air test without leakage. � Y � CONTRACTOR SHALL PLACE A 5' POST EXPOSED 2' MINIMUM O 15. Bedding for flexile pipe shah be No. 8 crushed stone from 6 -inches below the pipe 1100 SANITARY SEWER GRADE DIRECTLY ABOVE LATERAL to 12 -Inches above the pipe. Be" for rigid pipe shall be No. 8 crushed stone qt (0 END. POST TO BE PAINTED RED from 6 -Inches below the pipe to the spring line of the pipe and from this point to 12- U') TO ASSIST IN LOCATING LOCATION. inches drove shall be fill sand or equivolent. Manholes shall be placed on no less STANDARD MANHOLE BENCHES WATER MAIN than 6 -inches; of No. 8 crushed stone bedding. fit, X z SA -33 NO SCALE PROPERTY LINE 16. Water and sewer line crossin and � _ ►� M J go sparotiona shall be in accordance with Ten PLAN States' Standards m C> J w z 17. Trench shaft be opened Buff lent) ahead of pipe laying to reveal obstructions, and 4c _ '� Cr . 0 10' MIN. 110' MIN. 2,0 �i shall M property protected and/or barricaded when left unattended. W co .1WATERMAIN NOTE: DEPTH OF PIPE AT PROPERTY LINE TO 18. No water shill be permitted to flow Into the sanitary fewer system during Q 2' + BE APPROXIMATELY 9' BELOW ESTABLISHED construction. Contractor shall utilize a pump to keep the water level below the pipe. o SANITARY SE R GRADE EXCEPT WHERE A MIN. GRADE OF 3.0' Pump discharge shall be directed to a storm outlet. Any pipe entering existing i- Ci] o c 1.00X FROM MAIN SEWER FIXES A LESSER sewers ahafl be plugged with screw type mechanical, braced plug until such time "M:11DEPTH as all tests on the sewers hove been completed and the lines have passed all punch 11 lists. CLASS 22CH. JOINT 6" PVC PIPE PER SANITARY C.I. OR CLAS 2 D.I. PIPE 6' PVC PLUG SEWER SPECIFICATIONS (SDR 35) 19. AN sewer laterals Installed by the mainline Contractor shall be bedded the same as R & COUPLNGS SEALED IN PLACE 5' MIN. COW. COLLAthe main IMne sewer. v FLEXIBLE COUPLING OR ADAPTOR USED WINEN LESS THAN 18" OR IN CASES W I&W CONCRETE MAY BE FLOWABLE MORTER 20. Forty-eight given to the Clay Regional Waste District prior co\ " VAS WATER IS BELOW SAN. SEWER PER IN.DOT SPEC. 213 OR /2500 y�eigh (48) hours notice shall be E ENATION READY MIX CONCRETE. to the start of sewer construction. Also. 48 -hours notice shall be given prior to any EASiM GRADE testing done, on the sewer. � NOTE: MINIMUM GRADE 1.00% BY.PROPOSED EDGE Y•1 NOTES: MAGNETiC LOCATOR TAPE 21. Manhole castings shilmped l be star. 'SAMTARY SEWER" (Neenah Costing R 1642 OF PAVEMENT �{�,��� Water and sewer crossings o�d separations shall be in accordance with TO BE PLACED AT END OF a equal) and be telt-sealing tyke. Waterproof costings shall be Neenah R -1916-F1 Ten State Standards and local codes. EACH LATERAL. v 6" v o and stomped SANITARY SEVIIER . ```"�pgnuumrrnrrnpr��i'i • ���� There shall be no physical ctylluted nections between a public a private water o o " v v 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste '����,� supply system and a sonib sewer or appurtenances thereto which would NOTE: 6 i.r permit the passage of any water into the potable supply. Sanitary BEDDING REQUIREMENT'S FOR o o District or**a•,4t cG,gTERts1%4-!.�� LATERALS SHALL BE THE SAME sewers shill be laid ten (10) 'feet horizontally from any exNtInq or proposed � ! �� s water line. The distance shall be measured edge to edge. M oases where it AS FOR MAIN SEWER LINE. o No. �n s • �• X �. is not practical to maintain d ten (10) foot sperotion, the appropriate ( 020290 i reviewing agency may allow deviation an a case-by-cose bomb If supported ISOMETRIC SIZE MINIMUM r ` SAFETY BOX b data from the design engineer. Such deviation may allow Installation of o STATE OF r Y 9 91 Y OF CONSTRUCTED � � the sewer closer to a water main provided that the water main Is M o 45 THE CONTRACTOR SHALL BE AWARE p v o PIPE SLOPE. � , �. • THAT IF THE TOP OF THE TRENCH IS separate trench or on an undisturbed earth shelf located to one side of v " v o , s �.�Ol/►W>�C `\`�.`` WITHIN 5 FEET S' OF THE PROPOSED the least 18 inches above the top of the sewer. '�sewer, and at an elevation so the bottom of the water main is at a 6 i `s/ONAL ( �irryr FUTURE BACK OF CURB THAT GRANULAR �nnnumm�an��� • BACKFILL SHALL BE PLACED IN THE 60' LONG RADIUS CURVE 8 -Inch 0.40 EXCAVATION AND COMPACTED PER INDOT Sanitary sewers crossing water mains shall be laid to provide a minimum 10 -inch 0.2 12 -Inch 0.22X 2X D� SPECIFICATIONS FOR SUCH AREAS. THIS vertical separation distance of 18 inches between the outside of water main THIS TYPE OF CONCRETE ENCASEMENT THIS TYPE OF CONCRETE ENCASEMENT and the outside of the sewer., This shall be the case where Me rooter man 15 -Inch 0.15X DISTANCE WILL BE CHECKED AT RANDOM IS USED WHEN STORM SEWER IS IS USED WHEN EXCAVATING IS DONE INTERVALS DURING THE CONSTRUCTION. Is either above or below the wer. The crossing shall be arranged so that BELOW SANITARY SEWER WHERE SHOWN JUST ABOVE SANITARY SEWER WHERE 18 -Inch 0.12% el ci lop the sewer joints will be equidistant and as for as possible hon the water SHOWN ON PROFILE main pints. Where a water main crosses under a sewer, adequate structural ON PROFILE. support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtainproper horizontal and vertical teperation as t1nRy Aearerer. stipulated above, the sewer shall be designed and constructed equal to water PLAN SANITARY SEWER pipe, and shall be pressure tested to assure water tight nep prior to backfilling. 23. The Contractor shaft eesnn provide mureemis of the mope of the sewer for each soft ' CONCRETE ENCASEMENT DETAIL manhole section as construction progresses. Such measurements shall be certified by o Registered Land Surveyor or Engineer and be available on-site for observation TRENCH DETAIL WITH SAFETY BOX LATERAL CONNECTION DETAIL SA -11 NO SCALE const District's Inspector. s"� morethan manhole section* can be SA -34 ' NO SCALE SA -5 MIN. CROSSOVER &SEPARATION 24. In the event the Contractor does not meet the minimum mopes, the sewer section 0505 NO SCALE and any other affected sewer sections shall be reconstructed to meet such minimum � • . SA -10 NO SCALE (WAXER MAINS do SANI. SEWERS) mops. N:\1996\960324\20000\DOCUMENT\SPECS\SANSEWER.WPD 07-25-9 980528-20100 PLAN ONE SC^LEl 1" - 50' 875 870 700 865 STATION 0+01 INV=862.00 END SECTION 860 855 .-........._._._ ............._.» 64 0+00 0+50 1+00 875 870 ON■7+87.23 6.5863.00 'SECTION 860 _..._ - n ^ 855 �A N O►A OeppD orf 110 1f IV RCP 4 0.60% 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 .6+00 6+50 7+00 7+50 8+00 IN11EE lmY t om E1um N"DERm"D mm FOR MCN VELE IS NN) .... ..................... ........»_...... _ _. ......... 1-800-428-5200 SEE NOTE 8 _... _ f� N _._.._.........._.. _.._ I ._.._........__.... __ _ __»�� _ .........._ _ fv 3 • • • • • • • • co rn ZI OD 7V, su Z XX V Z .V VQ N a 8 .. N a 0 won:<r_ rz^'c Iw N 00 r cL v W 71 L w d' to to d. 3 0= to ui w O C4 { i --- _------ _.».__._.._....._. V ...... O [ 787 LF If • 0.13E � CONGItETE or DIAL "wJ v 8Y: Nan�nenn'arnyy JGE Hq cryo",ry, Tt'R�o i N 92029 % STALE Of �Hun»�•nw' eme4 aw" * MU NAM 519-520 RUN W.=861.35 s•M 0701 j 855 .-........._._._ ............._.» 64 0+00 0+50 1+00 875 870 ON■7+87.23 6.5863.00 'SECTION 860 _..._ - n ^ 855 �A N O►A OeppD orf 110 1f IV RCP 4 0.60% 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 .6+00 6+50 7+00 7+50 8+00 PROFILE ONE HOR. SCALE• 1" - 50' VER. SCALE to - 5' PLAN TWO SCALE• 1" - 50' 710 STAT1011=1+70.00 RIM ELo867.44 'M� 870 L1 860 855 1855 o _IR 91 1a a 0+00 0+50 1+00 1+50 2+00 PROFILE TWO HOR. SCALE@ 1" - 50' VER. SCALE 1" - 5' am � ALAN AIO'R0 u Ip'm I. OWMTNOIMI WN NEALTN oft) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926. SUS+ART V APPLES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET N DEPTH. 2. N ADDITION, DDIO ITNONS E)ECEEDNC TWENTY (20) FEET N DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSOR ENGINEER. 3. ALL STRIMINS SWILL WE COW, JONES, LAT NO, STEPS AND PIPE CONNECTIONS WELL MITED. 1ROINELEO SMOOTH AND MM FINISHED. 4. ALL STRUCTURES (E: MANHOLES, NLETS) SNAIL WIPE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES NO BENp1I1AY1S SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REWIRED TO MEET FIELD OVITIONS, ADAMMYS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE NTEG RITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES ON INLET CASTINGS SHALL BE SET TO MANUN A POSITIVE DRAINAGE FLOW PTO THE STRUCTURE. 7. STORM PINE PIVOTS AT ONO STRUCTURES (E: END SECTIONS), AND PIPE LENGTHS MAY REOWRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FOIL DEPTH GRMI" MMU WILL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS. MIXING CURBS, EDGE OF PAVEMENT. AND SIDEWALKS. 9. SEE SHEET 0707 FOR STORM SERVM SPECIFICATION5. 10. PIPES LENGTHS ARE IEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND NCIUDE END SMONS. 11. DEBRIS D BE INSTALLED ON INLET PIPE 11, 0,POND/ STRUCTURES. 0 GRADE 805 805 EXISTINGo 06 n ^ `9N a IM EUM "°� GROUND 110 1f IV RCP 4 0.60% wft v*jmaw"ft mob ow ^ M� rM•n) AR4 ME VEG" TA N )MIM Q L1 860 855 1855 o _IR 91 1a a 0+00 0+50 1+00 1+50 2+00 PROFILE TWO HOR. SCALE@ 1" - 50' VER. SCALE 1" - 5' am � ALAN AIO'R0 u Ip'm I. OWMTNOIMI WN NEALTN oft) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926. SUS+ART V APPLES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET N DEPTH. 2. N ADDITION, DDIO ITNONS E)ECEEDNC TWENTY (20) FEET N DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSOR ENGINEER. 3. ALL STRIMINS SWILL WE COW, JONES, LAT NO, STEPS AND PIPE CONNECTIONS WELL MITED. 1ROINELEO SMOOTH AND MM FINISHED. 4. ALL STRUCTURES (E: MANHOLES, NLETS) SNAIL WIPE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES NO BENp1I1AY1S SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REWIRED TO MEET FIELD OVITIONS, ADAMMYS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE NTEG RITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES ON INLET CASTINGS SHALL BE SET TO MANUN A POSITIVE DRAINAGE FLOW PTO THE STRUCTURE. 7. STORM PINE PIVOTS AT ONO STRUCTURES (E: END SECTIONS), AND PIPE LENGTHS MAY REOWRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FOIL DEPTH GRMI" MMU WILL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS. MIXING CURBS, EDGE OF PAVEMENT. AND SIDEWALKS. 9. SEE SHEET 0707 FOR STORM SERVM SPECIFICATION5. 10. PIPES LENGTHS ARE IEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND NCIUDE END SMONS. 11. DEBRIS D BE INSTALLED ON INLET PIPE 11, 0,POND/ STRUCTURES. 0 GRADE 805 805 DON'T EXISTINGo 06 n ^ `9N a IM EUM "°� GROUND BLIND �—PROPOSED ^ GRADE wft v*jmaw"ft mob ow ^ M� rM•n) AR4 ME VEG" TA N )MIM Q IN11EE lmY t om E1um N"DERm"D mm FOR MCN VELE IS NN) DATUM 2+00 `--sTATIONINGOO 00o GRANULAR BACKFILL 1-800-428-5200 SEE NOTE 8 DON'T T DIG `9N a IM EUM "°� e BLIND QIOI"D r as (bmb$ m ad ww 1% wft v*jmaw"ft mob ow .:t M� rM•n) AR4 ME VEG" TA N )MIM Q IN11EE lmY t om E1um N"DERm"D mm FOR MCN VELE IS NN) 1l-s00—sat-5544 E OM. ASE E O Cu you F!0. LOCA=lS of SAD EI0 m 1"OE1tptO m 1-800-428-5200 � �D ��mma mm 1c C .:t f� N fv • • • • • • • • co rn ZI OD w N� C v Z XX V Z .V VQ N a 8 .. N a 0 won:<r_ rz^'c Iw N 00 r cL v W .; L w d' to to d. Z 0= to ui w O C4 V O y v 8Y: Nan�nenn'arnyy JGE Hq cryo",ry, Tt'R�o i N 92029 % STALE Of �Hun»�•nw' eme4 aw" * MU NAM So s•M 0701 1c C r 875 870 702 STATION -O+ INV-%3.OD 865 860 PLAN THREE SCALE 1" 50' BTOIi118EwQt PLAN AND PNOIU NO'�E8 1. OCCUPATK)NAI. SATIETY NO HEALTH TION (per STANDIARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926. WART •I" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. I IN ADDITION, EXCAMNTIONS EXCEEDNG TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFELY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. I ALL STRUCTURES SWILL WINE CASTW,,). Mn LIFT RINGS, STEPS MID RPE CONNECTIONS WELL QUOTED, TROWELED 51100TH AND BRUSH FINISFIED. 4. ALL STRUCTURES (E: MANHOLES, INLETS) SWILL HK POURED FLOW LINES AND BENCH wALLS. THE FLOW LINES AND BENCHIMYI.S SHALL BE TROWELED SMOOTH AIA BRUSH FINISHED. 5. FED ADARISTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REWIRED TO MEET FED CONDITIONS. AD�RISTMENTS EXCEEDING FIE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE DOW TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SWILL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (E: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FULL DEPTH GRANULAR BiACITFILL SIMLL BE MUD UNDER AIA WITHIN (5) FEET OF ALL PAVED AREAS. INCL NIG CURBS. EDGE OF PAVEMENT. AND SIDEWALKS. 9. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS. 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11. DEBRIS BE INSTALLED ON NO PIPE TES 0 A POND/ STRUCTURES. 855 4 $ 99 8S 8+50 i !705 'oS'a8 OO 04 aD ro\OC�O a� .7 f�iri NNN ', \ g� �� �b �i iY 1rr���.�11 iOiO � h N. Q�j j�p�y 10 �o �O,ifaD� �� a\Oo^O 00� STATION -10+48.26 ioo STATA7N- 1+12.78 STATpN• 2+69.76 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 I 5+00 5+50 6+00 6+50 7+00 7+50 8+00 STATION -8+99. RIM EL -874.70 RRl EL 4.90 RN aUTm 4133 # RIM EL -872.70 w 0sm.10 INV IN�a 0.62 INN ORIM STA 1+79.97 9 INV W866.68 W OU? -867.35 NV OUf� .52 RIM ELn873.50 i i _ NY No863.72- — I NV 704low RIM EL=870. ' — — — _ INT N•41i4. 67 \ \ D111 pppOpppOpppO< pp 00 0000000000 0001 O� — — W�a�.aa ppOpOp0p0�00 — — — — — 157 LF 12 RCP . 0.45X 05 LF 15• RCP 0 i I I I • 14 I 0 SECTION 272 24• RCP . 035% I 160 LF 24• RCP • 0.40Ti I I CONCRETE SWM. OM SMCITARY REWRIED8 I 1+67 f j 52D-519 RW .m61.37 i i 855 4 $ 99 8S 8+50 9+00 'oS'a8 OO 04 aD ro\OC�O a� .7 f�iri NNN ', \ g� �� �b �i iY 1rr���.�11 iOiO � h N. Q�j j�p�y 10 �o �O,ifaD� �� a\Oo^O 00� e^oso 50% ioo �Ob�o aoao pp 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 PROFILE THREE HOR. SCALE V - 50' VER. SCALE• V - 5' 0,61 4 $ 99 8S 8+50 9+00 No 875 870 E�7�1 860 855 ti 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 - ftqq , �01 GROUND'-' EXISTING 0 �- PROPOSED 800 DATTUOM 2+00 4 -STATIONING o°o GRANULAR BACKFlLL SEE NOTE 8 DON'T oz DIG BLIND 1-800-882-6644 ca ma PAEE 1-800-428-6200 roR CAU 0o,�iBc OF mmm .CAM LOCAAONS of ALL ris Al nIOL*IIIOIIIID vim "m OII im RAIZ AK on uPai; ABOVE 6 WJW EIAD= (b ft M not b*W Ia tM ia�l �r oMoWft *ft ad wow mob vw I rECt"IN N am"Z 11EIE IIAY ALS9 K m1sE1t DobhM1C n�ERWMD VWW FOR WitCl1 AERIE 6 NO ABOVE OROnO ErDm OR POR NQ1 AO an IBtOIMB EVWa IMS OI�RM 1NE EUACT LOCA=G OF SAID EON I LIGUa1OURO 01R M "AD BE VEINED BY APE CONTRACTOR I'mm TO xff AID ALL 00161Ra�T m I z C N 8 rillv 1 b 3 V °p rn 00 uJZ h I V 0�va �ZX 00 CC QOWv =Z a Q 'L �N V 'a N o. 0 • � Q h — ha^ v z N W It 00 h ui 1z M v t a. 2 CL '� to 2 :.; oz, W < x O PC CEPW ar: ppq�mmn�q GE Hq 0Q``,���1sTLTR fccF'Lyg,,+ 920299 STATE OF $ s� NAL arww � 8M HAM 0 FMK t• . s.w C702 ow or-�-tw ►Mllet NIM1r . �eo�e-�o�oo 890 885 880 875 713 SUTTON -0+00 NV OUT -868.0 870 END SECTION��` 865 _._ _.....__�.._...___ ...� .._.._._......__............_..........................._.._. _.....................__..._.........._.........._...................................._............._.._ .......... _ 1" __ .._ .. _ .._...... _ ___ . _ . _ _ ! ._ _... .... __.... 000000 OOCOO CO 00000° 00 716 720 000 721 + o0o0a° 00 o a o a 715 101 87 •HA1 71 SfATM-7+47AD 31.91 i RIM EL -x62.90 a 0000x0 00 000000 00 719-7 �� 000000 0 Rti Q 124 (F 9M .08 RM EI.481.45 NV N-876.67 Is. - DIV OUT i 0 r Dlk ANITARY E k1+ 0 8 7itNV >e 4 NV OUT I TIN 74 --- - V OD rn I Z ^ 00 v cr Z XQ U Z .0 to •a 04 • ^Q^ c .... ^ Z r-v < Z N UJ 1 ^ M W millyyyV}}} { _..__............... __ _ nt w t / a o _ o ° 120°000 ......1... i SGTION-1+31.15 I RIM EL -874.27 a:0 i �;�o,oao `0°000 ' 110 LF 12" RCP 0 0.40!< I j c INV N-668.93 1; i - v A.4 dr: > c o 0 116 LF 12' RCP !0 0.40% I` NO. `, 020258 STATE Of i NV qn IHIM 4 01•a�w 9k sm men - i- - -- o lbo r da ftd 24.OIL C703_ OT -28-a9 � NwNr �0a2'S-2'0100 i ! 717-7 n4Xf 'eo o c i ° • STA. 2+05 j ago°000°o o°o°;(oaog000 196 LF 21' 0 0.70% i. f t# 00°0000 0 °.700 0 0u°o°e0a°o0° i 0 0 � { t IIf 21' RCP • 0.701STA 5+50 i 139 24' RW 0 0. E _ NY =666.97 I ........ _ _ i _ .._... __ i I � 890 1.49 0 31 88D STREAM BED TYPE (R4SSCfc\ �� ' Clonffkvtion) WETLANDS AS `. SCALED FROM 'NATIONALWETLAN\ �.. INVENTORY MAP , CARMEL MA� �\\ ` .. CARMEL QUADMAP, DATED ` k ,� c PLAN SIX SCALE• 1" - 50' 81'i w � nm IMO Mpu wm 1. oCCUPATIONAI SAFETY AID HfJIUH ADIMMS1ibIT1011 (061M) WAND ROS FOR EXCNA1TM, FINAL RULE " CFR PART 1926. SU@P •p' APPLIES TO All EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. �.� 2. IN ADDITION, EXOWNTIONS EUIGEEDN TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM B1f A REGMERED PROFESSI K ENGINEER. 3. ALL SIRUCTURES SHALL WINE CASTINGS, MM UFT RINGS. STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH MID BRUSH FINISHED. 3 4. ALL STRUCTURES (E: MANHOLES, INLETS) SWLL WIVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND 8ENC HIMM.LS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD N0.R)SI11E]IIS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAJISTMtENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SWLL BE SET TO MYMAIN A POSITNE DRAINAGE FLOW INTO THE STRUCTURE. 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (E: W SECTIONS). AND PIPE LENGTHS MAY \ REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. a FULL DEPTH GRANULAR BACIGFEL. SWILL BE MOD UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCILWK CURBS, EDGE OF PAVEMENT. TWD SIDEWALKS. V 9. SEE SHEET 0707 FOR STORM SEWERAGE SI WTCATIONS. 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE M CENTER OF STRUCTURE AND INCLUDE END SECTIONS, 11. DEBRIS BE INSTALLED ON l ET PPE STRUCTURES. IN Go .......,..,, GRADE 805 k 805 EXISTING �; PROPOSED GROUND ^ ^ 'GRADE floo 00 DATUM 2+00 •-STATIONING 000o GRANULAR BACKFILL BACKFILL SEE NOTE 8 875 875 .p 875 712 I STATION•0+96.84 INV OUT - MOD 711 ST�=WO#M870 870 wOUT-866.50 .1 � END TION f 870 i' END SECTION 17 tr 21C 11 E 10% 865 865 865 860 860 0+00 0+50 1+00 1+50 2+00 2+50 3+00 1 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 PROFILE FOUR H R. SCALE• 119 - 50' VER. SCALE 1" - 5' 716 885 717 RN EL -W Z62 885 PLAN FIVE SCALES 1" - 50' 718 STATION -0+00 RIM EL -878.80 880 875 880 STOW 6 RUN 875 870 870 865 865 r Fs rex rs 0+00 0+50 1+00 1+50 2+00 PROFILE FIVE HOR. RIM 0.661.56 1" - 50' w74.02 m 3. 1" INV 874.02 M OUT -87178 1" - 5' 000000 OOCOO CO 00000° 00 O C O C 000000C 000 o0o0a° 00 o a o a oc0000 0o IB`DO a 0000x0 00 000000 00 719-7 000000 0 0 00 124 (F 5• Rcp Is. � N i 0 r Dlk ANITARY k1+ 0 8 W. .32 880 STOW 6 RUN 875 870 870 865 865 r Fs rex rs 0+00 0+50 1+00 1+50 2+00 PROFILE FIVE HOR. SCALE 1" - 50' VER. SCALE 1" - 5' F-7-53 I. 855 1 1 1 855 0+00 0+50 1+00 PROFILE SIX HOR. SCALE 1" - 50' VER. SCALE 1" - 5' DON'T sz- DIG BLIND?% 1-80 -3T82-x644 na 1-800-428-6200 FOR c m O1►TSNE or INDIANA SAM LOCATIONS OF ALL H745WU NnMM URA 9AOM ON TMS Km ARF 6ASm 11'oII .601E W&W 111MNCE Gam*► eM W ft" 1k adno% in* "a II»•91..) AIO ME VEQUIME N NA1WE *EAE NAT AL90 !IE OTTER E71lilA I 11NOo1al0VND VAUNTS Im No *Eli Is 0 .601E p1 m H:INEMCE ORI AOR MCN o ADO p10U10 EM£ MAS OOSE*1wE0. THE BV WAXIIS OF SAD COW UINEIIpl n VW= Shaw OE %W0 9Y TIE CONMtACI mm 10 ANY me All CON5IRICOON. N T a *6 ! a � N 8 k' V OD rn I Z ^ 00 v cr Z XQ U Z .0 to •a 04 • ^Q^ c .... ^ Z r-v < Z N UJ 00 ^ M W millyyyV}}} 2 nt w t Q; a• a a:0 V c C* 1; v A.4 dr: plp lllry AGE Hq c"'� I` NO. `, 020258 STATE Of i hAL```�``7`````` IHIM 4 01•a�w 9k sm men arlry ArwlrNwc o lbo r da ftd C703_ OT -28-a9 � NwNr �0a2'S-2'0100 N T 885 M 875 SiAMN-0i BN -868.00 870 END ---� sECROII 865 PLAN EIGHT SCALE@ 1" - 50' 724 __ .- - _ 99 _..__ __........ STATION -O+00 727 RIM EL -876.50 880 STA110N•O+Ul.i7 72817 STA11011.Ot97.69 880 INV IKNE)-mm MN 16WI.17 RM EL -Ml I W IN -4+ 872. INTI IN -M.62 INN 1+00 1+50 2+00 2+50 INV MV MN OUT 1 A7 IN OUT -87134 qq b O O to 00 tD W 0+00 730 2+00 2+50 3+00 3+50 4+00 4+50 5+01 5+50 STA70114 40 875 7+50 8+00 8+50 9+00 875 0 0 000 000 21' DK STORM Lo'O,'ooo°EDO �- 731-724 RUN � 111 LF 13' RCP • 0 -XX ECTIOM 18' OK STORY � � 01. LL 725-724 RUN 870 OUIRED 870 15o>Ic oJS 501-5 SANIIIARY RBI a Bo 070.99 865 865 ..................... ................... __ .- - _ 99 _..__ __........ so El - 40 so 46 .00 0+00 0+50 1+00 1+50 2+00 2+50 ..................... ................... __ .- - _ O► � h 8 1; le T1 1l _..__ __........ _ _ _... ... _._......... _ _._. 0�00�0 Aso qq qq qq qq qq b O O to 00 tD W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+01 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 723 1+63.18 7X M110N-1 I RBI a Bo IN OUT -876. BN No W73 pV 73 I 76+ 1,112 _ __ --_-- -- ----- .- — — - — — — — — — A-1+75 STA. -2430 INluumsmis.� — o°000 oQ°��0 I 0°a °a a°"oat _ a°a°a °o°coa o°o°o °o°o°o .- _.............. _..._............. __ a o o e oao 0 000 000 0000 °°° °coo _ t:: ^-- --- o°oO00o(ooo0 0 ao Qb -7' � ---� 000 0'ao001. 441 LF 12' RP • 0.0% I °° °a°000 oao , = 143 tF 1S' ra • 03w 307r 27' RCP • 0.70% rn-724 E_ .................. ..............._...... 163 U 30 RCP • _... k% _...... .D 1C O� O r a O► � h 8 1; le T1 1l � � oo 00 0�00�0 Aso qq qq qq qq qq b O O to 00 tD W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+01 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 PROFILE SEVEN HOR. SCALER 1" - 50' VER. SCALE@ 1" - 5' 875 865 9+50 10+00 10+50 11+00 EIGHT HOR. SCALEI 1" - 50' VER. SCALE• 1" - 5' SY M 8 RAN AM nPU NOITEb I. OWJPAWK SAFETY AID WAIN ADMINISITIAITON (oma BTANDIMDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926. SWART 'P' APPLES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET N DEPTH. 2. N ADDITION. EIM MORONS DOEEONG TWENTY (20) FEET M DEPTH REOIRE THE DESIGN OF A TRENCH SAFELY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRIM0 SHALL HAVE COTMNGS, JOMS. UFT AM. STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH NO BRUSH FWED. 4. ALL STRUCTURES (IE: MMIOUM INLETS) SHALL HAYS POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BE OWLLS SWILL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTUNES MAY BE REWIRED TO MEET FIELD OONDMONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE DOW TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNEP, 6. STORM STRUCTURES WITH INLET CASTINGS SWIM BE SET TO MMNNTAM A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 7. STORM PIPE INERTS AT OUTLET STRUCTURES (E: END SECTIONS). AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FEW CONDITIONS. 8. FULL DEPTH G'RIIMANI NWILL SHALL BE K MtED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT. AND SIDEWALKS. 9. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS. 10. PIPES LENGTHS ARE 1EJ15URED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11. DEBRIS BE INSTALLED ONINET PFE STRU RES AN 0 F POND/ STRUCTURES. A EXISTINGh PROPOSED GROUND 1;z ^ "'GRADE DATUM 2+00 4--STAT800 IoIVI�N000 000 GRANULAR BACKFILL, SEE NOTE 8 DON'T im DIG BLIND 1-800-382-8544 CALL mu "a 1-800-428-8200 FOR cow ansioe of 1NDUNA • .CAM 1A0TDNS a ALL N —4 1 uDotp m uRlm WN 91 TNW PIAN Alt NMlSED " AM won EIMDIOE (b w eM so bow'"Alt AK WIMOIN N NAIVE. 7M MY AW K 09FEit DOM MDEA-- VIM FOR NOW TIM M NO ABOVE W M0 EIMM Olt FOR NO NO AIN Mn MM TMS 08SF7tIED. INE UXT LOCATIDfIS OF SAD DWIM MOM= UWM "AD K VIVO BY WE C"ACIOIt PRIOR TO ANY AID ALL OONSIINIC1M N Z 1. THE CONTRACTOR SWILL VERIFY EX13%G UTILITY LOCATIONS PRIOR TO BEGINNING � EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COOL MTE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF BMW UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE Z O NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SWILL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. W 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE �° THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. z 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE "LAWNS AND GRASSES" SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. cl) CC C) w �+ O O TO BE ABANDONED IN PLACE EXISTING TO REMAIN. N Z N Z � N Z U �3 ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED �0w J W ® TO 8E SALVAGED ®BACKFILL WITH GENERAL BACKFILL MATERIAL �=<ww z� W < 3 a D SC SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFILL WITH GRANULAR MATERIAL Z v3z5`1z w J w 0� J J v DMIIOU ION KEY NOTES _Z V00 ZI v 00 Tp TREE PRESERVATION ift 0 , 04 O W � U CONSTRUCTION LIMITS 0 WZQ.v CONSTRUCTION FENCE �L 23 L' /f Q = z a Q a: vi u 1\ STATE OF 0;? N .- a 0 �QI�_ �Q� v O"w HAGN ZNw sc* _I 0000 Q C103 DaN 07-" 4 T z � CL Z O O W CIQ CO o a �° z � cl) CC C) w �+ O CO— v � _Z CO) v W w 0 BY. /f No. '\ 920299 1\ STATE OF 0;? % Droll k. O"w HAGN Oudr Amams: sc* sn«t C103 DaN 07-" PLAN NINE SCALE/ 1" - 50' 890 885 875 870 PLAN TEN SCALE/ 1" - 50' 733 732 STATION -0+15.00 STATION.0+00 885 RIM EL=880.60 885 RIM EL-WO.95 NV IN=876.79 (NR0476.48 W OUT=87 NV N 6.04 734 I Y IN(NE)-875.98 STATION■0+45.00 NV OUTm 4 RIM =8. NOT-876.U860 93 880 880 °°U r° . 15 DIA. $TORN ° o ° 735-732 RUN 30 LF 12• 875 0 0.45. 875 15 LF 12' RCP 0 0.40% } 87o L 870 S 99 0+00 0+50 PROFILE TEN HOR. SCALE 1" - 50' VER. SCALE 1" - 5' 890 885 875 M 870 865_ 740 _ 865 _ PROPOSED ~GRADE 730 j 737 _ Ell �G X00aO STATM=1+34.38 RIM SI RIM 0. 06 � 2�•� OD STATION■0+00 0+50 1+00 1+50 2+00 I 3+00 3+50 4+00 4+50 5+00 5+50 6+00 NV N•873.54 IN OUTE11732% RIM El- N-874.73 1+50 2+00 2+50 3+00 3+50 i ! INV OUT=878.6 STA 17.96 735RN 00 24• DIA. SIM f GAD 0 743-7 RUN El,=W213 STATION -1+36.43 CJ °° ' 732 ; N � u 1 ss LF 1 2' g a U IN N 78.26 8 RM EL -882.8D_. _ STATIQN•2+52 5�.... _ _......... _............._ RM ELLS 0W9 • 0.30% Q 3o LF 24• - .- -. NV N■877.50 134 LF 27* RCP 0 0.40% RCP 0 -' - IN OUT -877.00 O NV NVrNKE7 9dNV REQUIRED cv w C7 c) to Nt Ir I 3 Ow� 1 -F13- RU: 000 0°0°o°o°O° _ W.1 TIN. 872.18 731 SIA •5+53.80 o°o° °000°000 °°0°°°°°°°° �i 8Y: HqC Z � Llo �R�4 N' No. '% 920299 STA .50 D.O°°o°° �4 °°0°0°0000 o� Alwr„I� _�...........+_...._._ - ...................__ ow _... _.)TRY NV t8768 870.98° �. NV OUT 1 1 t11N70.9878 0. LF 12' RCP 0.45% 12• DIA.0 STOR - se LF 1s• 734-733 RUN - RCP 0 0.45X 116 LF 15• • 0.45X - 0 0 O o O 24 LF 15' RCP • O, 000000 00°°° 15• DIA 8• DIA. ARY SMILE 725-724 RUN 18• DIA. STO tom.. RU _.......... .._._.....-........ .. .......�__..................... ..._ ..... _......._....__............ .......................... ....�.... _...... ____............ _.. ......._._........... __ p� .__.......�27-724 SIONITARY r DIA. SANITARY STA.i 51 - RUN m -m RUN! W. 1.17 INV.■569.03 ! . 890 885 875 M 870 865_ 740 _ 865 _ PROPOSED ~GRADE 730 0 re _ Ell �G X00aO STATM=1+34.38 RIM SI RIM 0. 06 � 2�•� OD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 PROFILE NINE HOR. SCALE@ 1" - 50' VER. SCALE@ 1" - 5' 885 738 500N4+0 INV■873.00 875 END sEcraN'� 870 PLAN ELEVEN SCALE@ 1" - 50' 742 STA�10N■3+".16 RIM 0.-878.00 ow art."a m no 875 870 865 740 _ PROPOSED ~GRADE 730 STA741 TION -1 .� _ 865 �G X00aO STATM=1+34.38 RIM SI RIM 0. 06 � 2�•� OD CO OD 00 O 10 a0 RIM EL -M.06 4 EL -578.00 NV N•873.54 IN OUTE11732% w 2 NV N-874.73 1+50 2+00 2+50 3+00 3+50 00000 00 24• DIA. SIM f GAD 0o0 0 743-7 RUN CJ °° d I z 00 N � u <�va m Z V ss LF 1 2' g a U ovi a Na c tea,• Q r-, O_ 125 LF 12' • 0.45% • 0.30% Q 3o LF 24• 134 LF 27* RCP 0 0.40% RCP 0 0.60% 64 O REQUIRED cv w C7 c) to Nt Ir I K SANITARY Ow� 1 -F13- RU: Z::) 134 CP V W.1 TIN. 872.18 �i 8Y: HqC Z � Llo �R�4 N' 742 STA�10N■3+".16 RIM 0.-878.00 ow art."a m no 875 870 865 _ PROPOSED ~GRADE _ _ 865 �G X00aO 800 OD CO OD 00 O 10 a0 t. q q SEE NOTE 8 , .r N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 PROFILE ELEVEN HOR. - SCALE@ 1" - 50' VER. SCALE/ 1" . 5' 8T0lw MW PLAN AND PliOfy Nm 1. OOCUPATIOTML SAFETY AND FAUN AM94myION (OSHA) STANDARDS FOR EXCAVATIONS, FINAL RULE 29 CFR FART 1926. SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET N DEPTH. 2. N ADDITION. DX*AnON S EXCEEDING TRIM (20) FEET N DEPTH REQUIRE THE DESIGN OF A TRENCH SAFELY SYSTEM BY A REGISTM PROFESSp K ENGINEER. 3. All STRUCTURES SHALL WOE CASINGS, JOINTS. LIFT RINGS. STEPS AND PIPE CONNECTIONS WELL GROUTED. TROWELED SMOOTH MD BRUSH FINISHED. 4. ALL STRUCIURES (E: MANHOLES. INLETS) 9VILL WIVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHITYY.LS SWILL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. STORM STRUCTURES WH INLET CASTINGS SWILL BE SET TO MAINTAIN A POSTTNE DRAINAGE FLOW INTO THE STRUCTURE. 7. STORM PPE INVERTS AT OUTLET STRUCMRES (E: END SECTIONS), MND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FULL DEPTH (ItANUL R BACKER SHALL BE REQUIRED UNDER AND WHIN (5) FEET OF ALL PAVED AREAS. INCLUDING CURBS. EDGE OF PAVEMENT. AND SIDEWALKS. 9. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS. 10. PIPES LENGTHS ARE MEMURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11. �DEEBBRII.S� BE INSTALLED ON INLET PIPE ES AN 0 ALL POND STRUCTURES. � DON'T ExRStIVG PROPOSED ~GRADE GROUND � ^ 800 DATUM 2+00-•�-STATMING 000 GRANULAR BACKFILL SEE NOTE 8 "wDIGow r BLI D 1-800-362-5544 1 ou 1-800-428-5200 MR cas Du m w L�wwA .CAM IACAXK w TILL tan" UOEROICIUID uxm SINIWI M TNI /LAIN AM V= UPON MOVE oAOI * [1Afle (1M A ft bm MI IY w t., No yy�� >O NAI 1N'.Il[ WY AL30 K OM CIS11NI uNDER1rI m UT m rat Moat TKRE a NO AOV[ ptOW EVWM OR FOR MACH NO AOV[ IOCANI S W SAD E1WW tMO MgtO M UIUMS SOLD K VVf= BY TK CONTRACTOR I'm TO ANY AND ALL OONSM1CAdl. .0 , .r N f GAD V loll bN33 CJ °° d I z 00 N � u <�va m Z V X U.OZ g a U ovi a Na c tea,• Q r-, O_ o(ox J gIW It D 00 Q ui Ed v -)LL. 64 O cv w C7 c) to Nt Ow� C4 RU: Z::) 134 CP V ! 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A A NEENAH R -1772-A SERIES MANHOLE FRAMES, SOLID LID a00o 00000D000000 III CwiAITr-u6i�iwi+3d] 00000000 :� 00000000 a 0 0 o o vCONCRETE COLLAR >• ` v 0 0 0 o D I LI WITHIN ASPHALT AREAS ,..�.• .I I) I I -I 36" min -� g (I A I 12- A A W II� W� z TC ELEVATION I =I �E CONCRETE COLLAR w N _ 2' min. 6" min .•'L F•C ASPHALT SETTING YARD SETTING B A CAP SECTION "A -A" FRONT t3T1NJCTUFEB CA8TM OlNdMnM1 A• M O• I D' I E• BOX N.lT I MANHOLE R-177 -A I SwUm no I no 1 210 1 7 12235il A, A -M, Be, E•, 01 MANHOLE CASTING DETAIL • - 4" FLATTOP REQUIRED ST - CASTING SETTING DETAIL (r' A 1 NO SCALE SOLID LID H-7 TC ELEVATION G F rRONT 8DE 81 LCTUFM OASTM401 lmwwTION A• N 1 0• 1 D• I E• F• O' H• BOX N.ET MAlNNOLE R -3501-N ROLL CURB ® 32.5 123.88121.131 11 123.25 32.25 23.88 23.25 A -M, B', E•, P MANHOLE'• * - 4" FLATTOP REQUIRED CASTING DETAIL •• - FLATTOP REOUIRED ( CASTING SETTING DETAIL !l A n NO SCALE ROLL CI WIDTH OF FLOWING ' DRAIN TOP OF BANK 51 a'4 DRAIN FLOW SILT BASIN TO 8E EXCAVATED 1'-0" DEEP TOP OF RANI( WHEN EXCAVATING IN, ACROSS, OR THROUGH AN OPEN DRAIN, THE UTILITY CONTRACTOR WILL ADHERE TO THE FOLLOWING PROCEDURES: 1. EXCAVATE SILT BASIN: A ONE FOOT BELOW FLOW UNE. B.' THE WIDTH OF THE FLOIIK DRAM. C. IENGTH OF THE BASIN NAIL BE FRON THE UTIIM C011STRLVION TO A POINT 30 FEET (30') DOWNSTREAM OF SAID CONSTRUCTION. 2. BI& SHALL BE PLACED AT LOCATION OF EXCAVATION. RPRM STONE SWILL BE 9 INCHES (91 GRADED. RIPRAP AREA WILL BE ONE FOOT (1') IN DEPTH, 4 FEET (4•) MINIMUM IN HEIGHT FROM FLOW UNE, AND 4 FEET (4) MINIMUM IN WIDTH. NO RIPRAP WILL BE PLACED IN FLOW UNE OF DRAIN. 3. ALL DISTURBED AREA ARE TO BE SEEDED AND MULCHED. THE CONTRACTOR HAS THE OPTION OF USING AN EROSION CONTROL FABRIC, IF DESIRED. 4. NOTIFY HAMILTON COUNTY SURVEYORS OFFICE AT (317) 776-9626 FORTY-EIGHT (48) HOURS PRIOR TO OPEN DRAIN CONSTRUCTION. OPEN DRAIN CROSSING MI -3 4 NO SCALE (HAMI_TON COUNTY) NOTES: (APPLY TO ST -32A, ST -32, AND ST -33) 1. ALL BEDDING do INITIAL BACKFILL SHALL BE INSTALLED IN MAXIMUM 6" BALANCED LIFTS. 2. CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TO ALLOW FOR COMPACTION OF MATERIAL BETWEEN THE PIPE AND TRENCH WALL. AS A MINIMUM, A 9" CLEARANCE SHALL BE PROVIDED. 3. BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIAL SHALL BE "B" BORROW OR EQUIV. AS APPROVED BY ENGINEER. GRANULAR MATERIAL FOR RCP PIPES. 4. BEDDING MATERIAL SHALL BE #8 CRUSHED STONE OR EQUIVALENT CLASS I BEDDING MATERIAL APPROVED BY ENGINEER, HAND TAMPED OR WALKED INTO PLACE FOR PVC AND HDPE PIPES. 5. FINAL BACKFILL MATERIAL SHALL BE "B" BORROW OR EQUIV. GRANULAR MATERIAL APPROVED BY ENGINEER WHERE "L" IS EQUAL TO OR LESS THAN 5 FEET AND WHERE PIPE IS UNDER PAVEMENT. 6. FINAL BACKFILL MATERIAL MAY BE SUITABLE ON-SITE SOILS WHERE 'L' IS GREATER THAN 5 FEET. EDGE OF PAVEMENT. CURB, GUTTER OR SIMILAR STRUCTURE L SECTION 02720 - STORM SEWERS _ STEEL FENCEPOST Y ! com a AdAll abbee�omsblrcted in accordance Am wA ditch outIds twith 9 strsub t FRAME do COVER , C BA SEC110N 1. � of work es^^P for FOR TEMPORARY PROTECTION O u _ _ howewr, to modification b E at the ( PER STRUCTURE DATA TABLE '- -:leil, � �� y n9inn►T.C. ELEVATION rI- "--� time iataAotion is completed and to anad• stmentsEAST JORDAN CSTG. 1570 OR EQUAL IPE The work u4er this section ilcl4es d :tarn aeslwa, slam y NIA I C� t*" I ms for Edd aordItions not adequately anticipated by the SET FLUSH W/ FINISH GRADE -- -W� sewer nets, and related dams' wnck*q wrcomting and design drawings. ASPHALTIC MASTIC--: ASTIC PRECAST CONCRETE ADJUSTING I OI bockN ig, necessary to complete the work shown on the RINGS IF NEEDED 4 MAX _ - I � to be M� 10. Catings shd be as dwwn on detail sheet for manufacturer, If t t `Q) 2 CONCRETE BASE OR BUM RUBBERL( ) L ' cw wed w" of cdvwt drawings. SEAL AT JOINTS - �' rey of celvwt aMi1e1 2. Standard speulRcettions of City of Carmel dsN apply type and Timber. M castings shall be Neenah or East ECCENTRIC CONE SECTION OR REDUCER CAP AS REQUIRED Y Jordan opproad egad Costings sinal be gray iron meeting 24"DW. for d work and materials Pipe dud be iataNed in ASTM A-48, lotest revision. `� r s• I SLOPE DETAIL aaa►dana with Section 715. > a �� 11. katal gaskets in accordance with manufacturer's :: J rl a :4.: k� - PLAN VIEW 3. M :tam over pipe dud be minfarced oaweh pipe installation is N :::::: recommeidotiaa far we of lubricants, cements and other - conforming to ASTM Designation C-76 CIM Ile unim w , otherwise noted, in accordance with Section 008. joints _ GRANULAR NOTE: ,�' ' ��� Ad conform to AS1M C-433 latest revision. 12. Ploy pkugt In Mels of incomplete piping of end of Mark day 00 Q BACKFILL " MANHOLE CONFORMS Oeewd end an outlet end I _....._ �1�1 A.A.S.H.LO. M 294 TYPE S (PIPES 12" - 367 a whenever work stops, and at stubs far suture develaprnent. 116 O.C. TO ASTM. C-478 1"m end on inlet cud r n u I MAXIMUM o , , , , A.S.T.M. D 3350 PIPES A FlTTIIGS 13. Carry depth of benches for piping to establish indicated I u �� i n u A.S.LM. D 2321 NNSTALLAIION I � � Row lines and invert elevations. Notch under pipe bills C B - 0 - C _1 1/'!' R A.A.S.H.LO. T 99 BACIM (6" LIFTS WIN% COMPACTION) whin gpNoeble to provide solid bearing for entire of DIRECTION 5" MIN. t 1/Y R '- body 6"x6"x6" OF FLOW MANHOLE DIAMETER 4. $A*dnage system shd be iatoled as slrotw on plons and pipe. TEE SEE TABLE in 0 -RING GASKET PRECAST CONCRETE SECTIONS SECTION Y - Y Trranspo�ation spea6ctdians Ssdion 906 of indica L 14. T ASPHALTIC MASTIC - � Lay iv *e in open trenches, except ohcrn the OR BUTYL RUBBER � � r A y glares permission to turrhelirhg. 24" SEAL AT JOINTS r 12' C M C li tom¢ did � �t� "" � shd be open � �^el' °^8y d"od of pipe -l"" to reveal any obstructions. Ree width of the trench shall be the r he outside pipe diens: on 6 inches each side for 12 inches BENCHWA LS AT l' Perfarew C YVgd d divirage Pipe to oocadstice YM above is pipe. Sleet w4 brace trench as necessary to Or Iwhaee) to be the , AASHTO M252 or AASIITO M 294. PVC did haw mi6mi ed protect wakmen and adjacent structures. M trehdning to PPE _ MIN. 1 /2(` PER FT. SLOPE _ "• SIZE wane • nS tokad L t Mpg ion conforming to requirement of 1230-C ASTM , Ce - a Asp ion comply Ocalpottenol Safety and Hedth Administration C >d p� •A• Cvmvb I ' , ; D-1784. Stardardll. Keep benches Inc from water while construction SSD RISER DETAIL REINFORCING, O' N./F r Is In pry ,roe, no �etan«, k, pis, a NO SCALE • -PRECAST ADJUSTING SECTIONS AVAILABLE SEE STORM STRICTURE 1C ELEVATION DATA TABLE FOR CASING- it m " Y LSSO1' _ I BOX INLET DETAIL T r NO SCALE 5 1/4'L 1--23"9--f 33V NEENAH R-434 M SE071ON 4' •118JD11/N - 00K N/T mimmu A -M, a. Es. J WOW • - 4" FLATTOP REQUIRED CASTING SETTING DETAIL NO SCALE DITCH GRATE MIN 6" TOPSOIL MANHOLE DIAMETERS PIPES ENTERING EAMNG AT a d USE NADTH IN tTOTH DIRECTIONS. REBAR OR WIRE MESH - o �ieiitli fiT• fiT• irk iii andig water. Conduct the appwtwtanoes o st discharge from LEGEND _ x • G • ��s� �� aw�>_ llsttrR>• ttl�es i trwlch ATwatwlrq to drains or notnral drainage channels > THAN 45•-90' 60" e STRAIGHT THRU 60" D - INSIDE DIAMETER it one 72" 42" '. 84" 16- d - DEPTH OF BEDDING SECTION A - A 15. BoddMing For a depth of at least 12 inches above the • -PRECAST ADJUSTING SECTIONS AVAILABLE SEE STORM STRICTURE 1C ELEVATION DATA TABLE FOR CASING- it m " Y LSSO1' _ I BOX INLET DETAIL T r NO SCALE 5 1/4'L 1--23"9--f 33V NEENAH R-434 M SE071ON 4' •118JD11/N - 00K N/T mimmu A -M, a. Es. J WOW • - 4" FLATTOP REQUIRED CASTING SETTING DETAIL NO SCALE DITCH GRATE MIN 6" TOPSOIL vel MANHOLE DIAMETERS PIPES ENTERING EAMNG AT a d USE NADTH IN tTOTH DIRECTIONS. REBAR OR WIRE MESH 1. A .A. 48" �:' : • ','...,: ,u,':' .; tMb (So 9" 1E_1) Nllsre p4e o to be used for a ooAecta M other wnbwwfece andig water. Conduct the appwtwtanoes o st discharge from LEGEND _ x • G • ' • • MIN. Bc+ter LONGITUDINAL SECTION Bc - OUTSIDE DIAMETER trwlch ATwatwlrq to drains or notnral drainage channels > THAN 45•-90' 60" e STRAIGHT THRU 60" D - INSIDE DIAMETER it one 72" 42" '. 84" 16- d - DEPTH OF BEDDING SECTION A - A 15. BoddMing For a depth of at least 12 inches above the > THAN 45'-90' 96" • UP TO 60' MATERIAL BELOW PIPE A, ABS Composite in accordance with ASTM D-2660. tap of the pipe, bm* M with earth or granula material - - • - - DEPTH OF BEDDING ST -6 9.78 B PVC in accordance with ASTM D-3034 SUR -3& len kam large :bass, rock fragments, roots or sod. Tamp 27 180 RCP MATERIAL BELOW PIPE HAUNCHING 5.73 ©E�l�i�i®�Ffi®E�*l�i6D�0 704 703 C. PVC Corrugated with smooth interior in aeeofdm re with this baddM Mwea¢lX talang care not to disturb the MIN. T_ 6" OF #2 OR #8 STONE D d MIN. (Bc/6) Pipe. Fa the r W*q bench depth, bocklN with earth R-4342 swtNsw is srsows ra mMosrm eelaTsne rent awe IealM/wl C 71 QJIp t( M M M lnld i®E�' or granular malasi containing stones or rocks not larger 00 27' & SMALLER 3" ST -6 7.35 R -3501-N 706 705 18 149 RCP 707 ST -5 d 30" TO 60' 4" 707 706 15 64 RCP 66" do LARGER 6" ST -5 RCP TRENCH DETAIL 12 T-32 RCP 709 ST -3A - COLIC. EIA StxRON R -3501-N 731 724 NO SCALE 54 710 ST -31 vel MANHOLE DIAMETERS PIPES ENTERING EAMNG AT a d USE NADTH IN tTOTH DIRECTIONS. REBAR OR WIRE MESH 1. A .A. 48" �:' : • ','...,: ,u,':' .; tMb (So 9" 1E_1) Nllsre p4e o to be used for a ooAecta M other wnbwwfece andig water. Conduct the appwtwtanoes o st discharge from 60" 33"-36" • G • ' • EQUNLENT. LONGITUDINAL SECTION Osw Co a is E + Z T late and/err sump pumps and metals with provlstons for trwlch ATwatwlrq to drains or notnral drainage channels > THAN 45•-90' 60" e STRAIGHT THRU 60" 42"-48" it one 72" 42" '. 84" 16- UP TO 45• SECTION A - A 15. BoddMing For a depth of at least 12 inches above the > THAN 45'-90' 96" 54"-66" UP TO 60' 96" A, ABS Composite in accordance with ASTM D-2660. tap of the pipe, bm* M with earth or granula material - - - - - 703 ST -6 9.78 B PVC in accordance with ASTM D-3034 SUR -3& len kam large :bass, rock fragments, roots or sod. Tamp 27 180 RCP 704 ST -6 5.73 ©E�l�i�i®�Ffi®E�*l�i6D�0 704 703 C. PVC Corrugated with smooth interior in aeeofdm re with this baddM Mwea¢lX talang care not to disturb the MIN. T_ 6" OF #2 OR #8 STONE s sewwea w awe w soesoM eAMt E K sMl chews nn ASTM FM. Pipe. Fa the r W*q bench depth, bocklN with earth R-4342 swtNsw is srsows ra mMosrm eelaTsne rent awe IealM/wl C 71 QJIp t( M M M lnld i®E�' or granular malasi containing stones or rocks not larger NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED s r�waaaMw N K Y waAaw awn► E K sea Mt sees STEEL REINFORCING OR AN APPROVED NON -CORROSIVE FIBERGLASS eI owillrM oawEx Amin lI0M11 a Tei arses res era MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS war "" WE OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM a mrw a at wr'°"'ns' of am A om-mmw TART a aE uTan a sId N t DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM K eve er MAMA Te Zinc ahem awl E RMRMK N K so= 91 secaN N A-615, GRADE 60. NON -COATED CAST IRON STEPS ARE NOT ACCEPTABLE. seprw U UT sac nor hes ME runs. K Manwl aE oawlzhaT Him wN MwAlt PIPE SIZE MANHOLE DIAMETERS PIPES ENTERING EAMNG AT 0•-45' BEND 45'-90' SEND USE A 8 24" 48" 60" 27"-30" 60 60" 33"-36" W. 72" PIPE SIZE PIPE TURNS MANHOLE DIA. 24"-33' > THAN 45•-90' 60" 33"-36" STRAIGHT THRU 60" 42"-48" UP TO 45' 72" 42" > THAN 45-90• 84" 48" UP TO 45• 84" 48" > THAN 45'-90' 96" 54"-66" UP TO 60' 96" STANDARD STORM SEWER MANHOLE NO SCALE e, M !1 eI tin NLL aawC aNE A K ewe er K N tleew N A sem MANS wvwwla mummy M4 N Mk e ,Iltwws N eoanas - K 11a11R w K Oleeaa, K reellw IFam. me K WWAL "M w K wee awl �� NII K wrllhaOK N OIeKeR K �� N K lewlDMwR en OWWA D Calan QLWL nelw VAL MN rise wMG AM OMMIM C A t OSIe Mews NAT orlwwr w ave caw Ilu�lr ewe a eE11 A' reE M licca • osrAem - a lw a anew IR EtK all Ow10[[ SMALL E wwlawll !ors EAI 5 8add11 wand d structures and arts under paed areas than 4 inches. DodAN under walks, pwking areas, and within 5 feet of paomd edges with Wwoj or material driveways and struts dud be granular material oly - in oeeoidwlcs with Section 211. thoroughly compscK by approved methods. Trenches Sded Granular FIA - Wd graded sad and gravel or co tds'nreied the s� to and wift S feet of paved roadways shah be crushed stone that las a uniformity ooefRcie it (ASTM D-2487) of oggrragotes and contain les: than 5 permt (by 16. Marl Inverts Cans W manhole how channels of weight) Rhes passig a No. 200 Sion sin. *Me concrete, sewer pipe or trick smoothly finished and of excavated granula materials may be utilized it approved by semi-craula section conforming to the inside diameter of the Sob Engineer. the cornuting sewers Make changes in size or grade 6. Sin standard ddd sheet for construction dimlernelora of gradually and c wqn in direction by true corm Provide :tarn sbuctores. Madnales stets and catch basis shah such charnels for d corwnecting sewers at each manhole. toe er K macer F , w slNut w in 11CM nO rl with Section i• Prsceet UNIG*«e WN 17. Shap drawigs of d drainage structures shall be submitted VM acted for madudes and filets shd be in °oeardonoe with to the Engineer per qty. eros •mess s�ecsEaM C Mian O RA�Mr A1awr�us ASTM C-478, latest revision. Steps shah be Arena iron w „�„e1K„,D,�, 3MUKe„w,�01LLe,,,a1e RECAST CONCRETE END SECTION aksniurn integrdy into �h basin elde.As 1R lCeea. K COAT ,hheaW MU E NOME N N ST -3A ewlseva sin www rel rile ra • wet aN smlwus • NO SCALE 7. The Contractor shd provide a miniNum of Y of town over d slam sclera. Contact wgiser iI pr al we wnceu ntwed. a Rip rap shah be o minimum 9" and a maxirwwn of 17" In sin and a minimum 18" in depth. Dimensions ter rip rap on Luis Q plan are to estimating Aclud teal plecwnwd of rip rap dud be determined by Md shd be n RPM rdoloe with Section 616. - - EJIW NEENAH TYPE USE A 8 1022-1 HD ®Ei�iG�i®Ef:�®CII.�EiO MANHOLE GRADED AREAS 24" 24" 1022-3 NO R -1772-C MANHOLE TRAFFIC AREAS 24" 24" 7490 -Mt R -3501-N ROLL CURB LOW POINTS 24" 24" 7495 -LH-RH I R -3501 -TL -TR I ROLL CURB IFLOW LEFT OR RIGHT 25" 27' 6485 R-4342 DITCH GRATE SWALES 23" 23" RCP 702 ST -3A - 00110. BA SECTION - - - - - 703 ST -6 9.78 R-4342 703 702 27 180 RCP 704 ST -6 5.73 ©E�l�i�i®�Ffi®E�*l�i6D�0 704 703 24 272 RCP 705 ST -6 ©ti[fiF�ii[�Cf R-4342 705 704 i®E�' 447 00 706 ST -6 7.35 R -3501-N 706 705 18 149 RCP 707 ST -5 4.38 R -3501-N 707 706 15 64 RCP 708 ST -5 3.17 R-4342 708 707 12 5 8add11 wand d structures and arts under paed areas than 4 inches. DodAN under walks, pwking areas, and within 5 feet of paomd edges with Wwoj or material driveways and struts dud be granular material oly - in oeeoidwlcs with Section 211. thoroughly compscK by approved methods. Trenches Sded Granular FIA - Wd graded sad and gravel or co tds'nreied the s� to and wift S feet of paved roadways shah be crushed stone that las a uniformity ooefRcie it (ASTM D-2487) of oggrragotes and contain les: than 5 permt (by 16. Marl Inverts Cans W manhole how channels of weight) Rhes passig a No. 200 Sion sin. *Me concrete, sewer pipe or trick smoothly finished and of excavated granula materials may be utilized it approved by semi-craula section conforming to the inside diameter of the Sob Engineer. the cornuting sewers Make changes in size or grade 6. Sin standard ddd sheet for construction dimlernelora of gradually and c wqn in direction by true corm Provide :tarn sbuctores. Madnales stets and catch basis shah such charnels for d corwnecting sewers at each manhole. toe er K macer F , w slNut w in 11CM nO rl with Section i• Prsceet UNIG*«e WN 17. Shap drawigs of d drainage structures shall be submitted VM acted for madudes and filets shd be in °oeardonoe with to the Engineer per qty. eros •mess s�ecsEaM C Mian O RA�Mr A1awr�us ASTM C-478, latest revision. Steps shah be Arena iron w „�„e1K„,D,�, 3MUKe„w,�01LLe,,,a1e RECAST CONCRETE END SECTION aksniurn integrdy into �h basin elde.As 1R lCeea. K COAT ,hheaW MU E NOME N N ST -3A ewlseva sin www rel rile ra • wet aN smlwus • NO SCALE 7. The Contractor shd provide a miniNum of Y of town over d slam sclera. Contact wgiser iI pr al we wnceu ntwed. a Rip rap shah be o minimum 9" and a maxirwwn of 17" In sin and a minimum 18" in depth. Dimensions ter rip rap on Luis Q plan are to estimating Aclud teal plecwnwd of rip rap dud be determined by Md shd be n RPM rdoloe with Section 616. - - EJIW NEENAH TYPE USE A 8 1022-1 HD R -1772-A MANHOLE GRADED AREAS 24" 24" 1022-3 NO R -1772-C MANHOLE TRAFFIC AREAS 24" 24" 7490 -Mt R -3501-N ROLL CURB LOW POINTS 24" 24" 7495 -LH-RH I R -3501 -TL -TR I ROLL CURB IFLOW LEFT OR RIGHT 25" 27' 6485 R-4342 DITCH GRATE SWALES 23" 23" RCP 702 ST -3A - 00110. BA SECTION - - SEE STORM INFORMATION FOR CASTING ,,- PAVEMENT - , MIN. ;ONNECTION 3' MIN. ) u I :CAST CONC. BOX GROUT BENCH rrr� JILC �W 1J m -LR PLAN 12" RM DOUBLE SHALLOW INLET PLT 7� NO SCALE GROUT BENCH STOW &10-m DATA ASE STRUCTURE DATA STRUCTURE DATA I PIPE DATA STRUCTURE TYPE DEPTHFfEMW OEPTIt STRUCTURE SIZE LENGTH TYPE mxnber detail feet (fest US DS inches feet feet 70D ST -3A - - - - - -701 - - ST -3A - 9.97 701 700 15 787 RCP 702 ST -3A - 00110. BA SECTION - - - - - 703 ST -6 9.78 R-4342 703 702 27 180 RCP 704 ST -6 5.73 R-4342 704 703 24 272 RCP 705 ST -6 7.32 R-4342 705 704 21 447 RCP 706 ST -6 7.35 R -3501-N 706 705 18 149 RCP 707 ST -5 4.38 R -3501-N 707 706 15 64 RCP 708 ST -5 3.17 R-4342 708 707 12 157 RCP 709 ST -3A - COLIC. EIA StxRON R -3501-N 731 724 18. 54 710 ST -31 3.42 R -3501-N 710 709 15 170 RCP 711 ST -3A - COTIG EIA SM - - - - - 712 ST -3A - OW_ EIA SECTION 712 711 24 97 RCP 713 ST -3A - ow� Be 2" - - - - - 714 ST -31 5.44 R -3501-N 714 713 24 139 RCP 715 ST -6 9.76 R -1772-A 715 714 21 258 RCP 716 ST -6 7.57 R -3501-N 716 715 21 196 RCP 717 ST -6 7.44 R -3501-N 717 716 18 40 RCP 718 ST -5 3.41 R-4342 718 717 15 124 RCP 719 Sr -5 5.14 R -3501-N 719 716 15 38 RCP 720 ST -5 4.73 R -1772-A 720 719 12 116 RCP 721 ST -5 4.19 R-4342 721 720 12 110 RCP . STOW DATA TAM STRUCTURE DATA PIPE DATA STRUCTURE TYPE OEPTIt CASTING STRUCTURE SIZE LENGTH TYPE number) (dstd) (fest Neenoh US DS inches feet 722 ST -3A - CONG Be SECTION - - - - - 723 ST -6 9.97 R -1772-A 723 722 30 163 RCP 724 ST -6 5.62 R -1772-A 724 723 27 307 RCP 725 ST -5 4.30 R-4342 725 724 15 143 RCP 726 ST -5 3.34 R-4342 726 725 12 441 RCP 727 ST -31 5.04 R-3501 -N 727 724 21 18 RCP 726 ST -6 4.77 R-3501 -111 728 727 18 30 RCP 729 ST -5 4.19 R -1772-A 729 728 15 50 RCP 730 ST -3A - COLIC. EIA SEC1N9t 730 729 15 111 RCP 731 ST -31 4.83 R -3501-N 731 724 18. 54 RCP 732 ST -5 6.22 R -1772-A 732 731 15 247 RCP 733 ST -5 4.56 R-3501 _111 733 732 12 15 RCP 734 ST -5 3.67 R-3501 -N 734 733 12 30 RCP 735 ST -5 5.60 R -17M -A 735 732 15 116 RCP 736 ST -5 4.44 R -3501-N 736 735 15 58 RCP 737 ST -5 3.90 R-4342 737 736 12 78 RCP 738 ST -3A - CONC. Be SEClldt - - - - _ 739 ST -6 5.16 R-3501 -111 739 738 27 134 RCP 740 ST -6 7.23 R-3501 -N 740 739 24 30 RCP 741 ST -5 3.37 R-4342 741 740 12 125 RCP 742 ST -5 3.11 R-4342 742 741 12 55 RCP 743 ST -6 4.33 R-3501 -N 743 740 24 127 RCP 744 ST -5 3.35 R-4342 744 743 24 121 RCP 744A ST -5 4.15 R-4342 744A 744 21 172 RCP 745 ST -5 4.63 R-3501 -N 745 743 12 37 RCP NOTES:-"/`-�`-/v - -- 1. THE DEPTH OF THE STRUCTURE IS CAL C FROMTHE TC OR RIM ELEVATION TO THE INVERT OUT. 2. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTINR M THE CENTER OF THE STRUCTURE. 3. SEE SPECIFICATIONS FOR TYPES OF PIPES DESIGNATED OPT. (OPTIONAL). 4. A PROF N ES SHEETS TO CONFIRM PIPE LENGTHS AND STRUCTURE INFORMATION 4. ALL CRATED BOX EIA SECTIONS MI 6E INDOT TYPE I AND SHALL CONFORM TO SHEET 1 GRATED BOX END SECTIONS IN THE INDOT ROADWAY STNAAROS. CST -71 STORM STRUCTURE DATA NO SCALE 41 ( yr i nL HAMIL'I'UN COUNTY SURVE itrR EXISTING ORADE_ 1 1 1 1 11-11 CURB INLET TABLE 1 1 I'i 11i1'i 1 • I •r"14 +" PROPOAED GRADI ,_►�^----UNDERCUT S1/ALi BY 0.2' (I I I TO ALLOW FOR FUTURE SMTIN0 1 1 It` --III—III—I I i--T—III I I I�- � T1-f—TI=—III-=IIT I `I I I�—I I I UNDERDRAINS REQUIRED IN' SWALES WITH LESS THAN i% SLOPE EXISTINO ORADO 0. 4 10.4 ai l.Ll 1��� 1 1 � ' • r ' D=ff I — �'" ` 7h�•— ^ PROPOSED ORADB — „ RCUT SXAti BY 0.2 UNDEALLOW eT ORAVIL FOI TO-I"EIN • I 1±`T— -m 00 C� VAh YES �Dli1GN O 0 O PXRRORATRD, SUBSURFACE DRAIN SD) PIPE. 229 DEVELOPMENT PLAN DOR SIZMG" MINIMUM) AND INVERT ELITATIONS. TYPICAL SWALE DETAIL W."m (DRAWINO NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE -TREATED LANDSCAPE TIMBERS OR USE RENO MATTRESS IL M EN Mll/DOX YEs•• YES• Y 9 -CONCRETE HEADWALL REVISED: 9 AUG 94 APPROVED: ORMAL POOL t STANDARD PLAN KENTON ARD,HAMI N C LINTY SURVEYOR �`""'- 94-18 OFFICE OF THE HAMILTON COUNTY SURV-YOR [_HYDROSEEDED L MULCH OR SEED S 3160 BLANKET AS SPECIFIED s•.e- tutu_( _ 10'-0" SAFETY LEDGE 30 TFMP'OM U1019011 AIM CAP t 1 QVXD TO BE REMOVED 11P011 I CONNCETION TO HOUSE , 1 4 MAX. b ii $I -.1D SIM IBM PUT PRRm fRIIDE O �• 0 P 0 • A WAHM GtAML 00 0 OR aim or 0 "e 00 WAM SM O O 61 (WL) e 0 0 SSD MAN 0 WL 4' SSD RI01dIS T 1VIL TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD No SCALE HAMILTON COUNTY SURVEYORS OMCE REMSED: STARaNID PLAN APPROVED l --------- 74. OFF IiCE OF THE HiMILTON COUNTY SURVEYOR LAKE CROSS-SECTIONS OPTION 3 EASEMENT EASEMENT is, (M �I w 19' 1fIN. TEAa 2' FRSs�OARD EIIEaoOrCY AL �ILLyAY NORMAL POOL•J AT 1/0 YEAR io' �t HAMILTON COUNTY SURVEYOR'S OFFICE REVYSBe 6 JUN 94 ,�� C !� - G/ STAitOA?D 'PLAN! APPRIOVE VASO. RAMI TON COQMTY SUI=YOR t I EARTH 00 SKWMX RWACE 4' • : CONC. MINE e ° -0 00 0 00. SINdtADE AGGRECATE DEPTH VAMES •'•i • ••'•r Is �0WAM GRAVR ••'•r•• •.•'.• WAND STONE ••.• 11 • • • • • • 11 • '• • •. •• + '. • • n MN d +PIPE DUWEIER , MAX, MN. /' SUI IWAM DRAM NOTE$: W"06m Of wdlydrWR rhM ernfoen to wetirn 71 of M. bdi•na DowbrwA Of Tronp•rloUrn lt*Wwd SpedAoollanr, UndrdreNr dNi not M brldlyd wN End Sroiul aempeeNan 4 on •ubgrodr Any ernlrl Mft of wdNMrlo had IR obd N p(w to tt dou" of aw"do b"L WdNA*a doll not N Vold od wtl v=n bmemb lhr wdordrdnr we b parr. (L& .olerm ft oWNm w•rrr, w"y swig, u.) PIPE UNDERDRAIN No 9CN.E HAMILTON COUNTY HI WAY DEPARTMENT RENSED: REC0111EIM. STANDARD PLAN APPROVED; ari_ P-1 1 FRN to mow• i- (me oft* of gem"6 6 A bell Ora M414dp- i • v -Mn N -Ora . A 1 �— I SODDED ARCA (CROSS -MATCHED) CURB INLET TABLE SRL FENCE POST END SECTION o CAP ! TAPE Cf1W TO K REMOVED trW 2 C MNCE71ON TO MOUSE. R.C.P. STORK SEVER v 0. 4 10.4 ai 18 TO TO Is 14 X 84 ••• DESION NO a i d � 06 C2 YEi YES —" IS TO 81 s0 X 30 t•• """��D�ySI ••�•• Np •� YEl1 VAh YES �Dli1GN lA TO RI MII180X Yq —vas YEs ILI" OPTIONS FOR END SECTIONS: W."m YRS"-- APPROVAL is fd 84 38 X 36 ••• 028ION NO -METAL( -PRECAST NOTCH RR -RAP INTO -CONCRETE SLOPEWALL SLOPE AS SHOWN Y 8� LARGER DESIGN ••• .�,Q�,P,ROVA . YES -TREATED LANDSCAPE TIMBERS OR USE RENO MATTRESS IL M EN Mll/DOX YEs•• YES• Y 9 -CONCRETE HEADWALL JAR ORMAL POOL t • PIPES NO LARGER TIIAN 18" CAN ISR user IN TIIR 2' Slot OF T1113 80X. SLO T— t —INCOMING AND OUT GOINO PIP@;S EPrECT STEPS IN THIS STRUCTURE. _ SODDED AREA ` t•-0• ABOX•PTIIII STEPS UNLESS SPECIALDESIGN 6 (C2033 -HATCHED pl a APPROVED. SPECIAL. NOTE( STRUCTURES WELL. ON DESIGNED FOR MAXIMUM rrl.Ow IN 1'11193. S' •0" v( R.C.P.3TORM ISETER 111 SPECIAL. NOTE: COUNTY MAY (REQUIRE STOPS TO DE INSTALLED RtP-RAP y� OR RENO TTRESS it I HAMILTON COUNTY SURVIaYOR'S OFFICE i a w1 o — REVtieDl e6 OCT 1907 ' APPROVED iq7 STANDARD' PLAN K N C. WAR5 COUNTY SURVEYOR ATE --" TOP VIEW LAKE OUTLET DETAIL FOR LAKE CROSS-SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S- OFFICE wnt IREVISED= 9 AUG 94 OEM STANDARD PLAN IMM SLIM / APPROVED- /tM44T 94'-10 �IL"a"m� X LTON COUNTY SURVEYOR R.,v Y�7!) C. ARD. B ELM Mm y 30 TFMP'OM U1019011 AIM CAP t 1 QVXD TO BE REMOVED 11P011 I CONNCETION TO HOUSE , 1 4 MAX. b ii $I -.1D SIM IBM PUT PRRm fRIIDE O �• 0 P 0 • A WAHM GtAML 00 0 OR aim or 0 "e 00 WAM SM O O 61 (WL) e 0 0 SSD MAN 0 WL 4' SSD RI01dIS T 1VIL TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD No SCALE HAMILTON COUNTY SURVEYORS OMCE REMSED: STARaNID PLAN APPROVED l --------- 74. OFF IiCE OF THE HiMILTON COUNTY SURVEYOR LAKE CROSS-SECTIONS OPTION 3 EASEMENT EASEMENT is, (M �I w 19' 1fIN. TEAa 2' FRSs�OARD EIIEaoOrCY AL �ILLyAY NORMAL POOL•J AT 1/0 YEAR io' �t HAMILTON COUNTY SURVEYOR'S OFFICE REVYSBe 6 JUN 94 ,�� C !� - G/ STAitOA?D 'PLAN! APPRIOVE VASO. RAMI TON COQMTY SUI=YOR t I EARTH 00 SKWMX RWACE 4' • : CONC. MINE e ° -0 00 0 00. SINdtADE AGGRECATE DEPTH VAMES •'•i • ••'•r Is �0WAM GRAVR ••'•r•• •.•'.• WAND STONE ••.• 11 • • • • • • 11 • '• • •. •• + '. • • n MN d +PIPE DUWEIER , MAX, MN. /' SUI IWAM DRAM NOTE$: W"06m Of wdlydrWR rhM ernfoen to wetirn 71 of M. bdi•na DowbrwA Of Tronp•rloUrn lt*Wwd SpedAoollanr, UndrdreNr dNi not M brldlyd wN End Sroiul aempeeNan 4 on •ubgrodr Any ernlrl Mft of wdNMrlo had IR obd N p(w to tt dou" of aw"do b"L WdNA*a doll not N Vold od wtl v=n bmemb lhr wdordrdnr we b parr. (L& .olerm ft oWNm w•rrr, w"y swig, u.) PIPE UNDERDRAIN No 9CN.E HAMILTON COUNTY HI WAY DEPARTMENT RENSED: REC0111EIM. STANDARD PLAN APPROVED; ari_ P-1 1 FRN to mow• i- (me oft* of gem"6 6 A bell Ora M414dp- i • v -Mn N -Ora . A 1 �— TRASH GUARDS FOR NOTES t .. r•a. w L LABS i PLATES ARE NOT - ROLLED STEEL. r a -,.•M 6�- Z BARS., PLATES, t PIK ARE FINISHED CON G. APRONS WIT" 2 COATS Of ALUMINUM PAINT. • l BOLTS ARE GALVAN1ZE0. goaww'° NONE ~' m STE L L LEE STO. PLATES A-10 l A-11 i0f1 APRON o,itED aMENslo/ls. 1-27. s. TRASH GUARD$ WITH osM09 Bw1ETER BARS AAE � ..,K.. d. R�. A-27 AVA11 AAI F. SPFCIAI f)WR NOTE: CURB INLET TABLE SRL FENCE POST Mf0RARY EXTENStOr1 WK CAP ! TAPE Cf1W TO K REMOVED trW C MNCE71ON TO MOUSE. ALL MEASUREMENTS TO W . MEASURm FROM /AGC W rXft 0. 4 10.4 ai 18 TO TO Is 14 X 84 ••• DESION NO YEi YES —" IS TO 81 s0 X 30 t•• """��D�ySI ••�•• Np •� YEl1 VAh YES �Dli1GN lA TO RI MII180X Yq —vas YEs ILI" 9� W."m YRS"-- APPROVAL is fd 84 38 X 36 ••• 028ION NO "Lq Y 8� LARGER DESIGN ••• .�,Q�,P,ROVA . YES Nm IL M EN Mll/DOX YEs•• YES• Y 9 ©oM�ELIm�1 JAR • PIPES NO LARGER TIIAN 18" CAN ISR user IN TIIR 2' Slot OF T1113 80X. MEMRAmmmmomMmm —INCOMING AND OUT GOINO PIP@;S EPrECT STEPS IN THIS STRUCTURE. ••9 L 11 MOTS! RCEDEEPER1AN 48" FROM /NYSRTMLBEM.OR ABOX•PTIIII STEPS UNLESS SPECIALDESIGN APPROVED. SPECIAL. NOTE( STRUCTURES WELL. ON DESIGNED FOR MAXIMUM rrl.Ow IN 1'11193. WMENAWn SPECIAL. NOTE: COUNTY MAY (REQUIRE STOPS TO DE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVIaYOR'S OFFICE — REVtieDl e6 OCT 1907 APPROVED iq7 STANDARD' PLAN K N C. WAR5 COUNTY SURVEYOR ATE --" ®E'er wnt mm OEM iffm IMM SLIM Mv �IL"a"m� ELM Mm Mm Wm MUM wIrm ® Lj E=�NVNo ® IME 117-p n"NUffmv S rte. r'ir.i �'� �r 7 .t � mom MM � � mOLIN MPT i+/111111EIIIIII 11111M� TRASH GUARDS FOR NOTES t .. r•a. w L LABS i PLATES ARE NOT - ROLLED STEEL. r a -,.•M 6�- Z BARS., PLATES, t PIK ARE FINISHED CON G. APRONS WIT" 2 COATS Of ALUMINUM PAINT. • l BOLTS ARE GALVAN1ZE0. goaww'° NONE ~' m STE L L LEE STO. PLATES A-10 l A-11 i0f1 APRON o,itED aMENslo/ls. 1-27. s. TRASH GUARD$ WITH osM09 Bw1ETER BARS AAE � ..,K.. d. R�. A-27 AVA11 AAI F. SPFCIAI f)WR NOTE: CURB INLET TABLE SRL FENCE POST Mf0RARY EXTENStOr1 WK CAP ! TAPE Cf1W TO K REMOVED trW C MNCE71ON TO MOUSE. ALL MEASUREMENTS TO W . MEASURm FROM /AGC W rXft 0. 4 10.4 ai 18 TO TO Is 14 X 84 ••• DESION NO FROPOSED EVADE TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS HAMILTON COUNTY SURVEYORS OFFICE REVISED:._.,_,_ "am MTV mmm/ APPROVED. STANDARD PLAN 0w-11:% e_4'a.,p"rHE HAMILTON COUNTY SURvrtrclo CURB INLET (Page 1) CURB INLET TABLE PIPk STRUCTURES STRUCTURES ANGLE AND STEPS CURD CASTING 912E LESS TIIAN 48" GREATER TIIAN QUALITY OF if REQUIRED NC1198) FROM T/C TO 4D" PROM T/C PIPES WILL CASTING •0601 TI. INVERT TO INVERT REQUIRE 'R•3601N t, T11 'INCHES) SPRCIAI. ORRICK 18 TO TO Is 14 X 84 ••• DESION NO YEi YES —" IS TO 81 s0 X 30 t•• """��D�ySI ••�•• Np •� YEl1 VAh YES �Dli1GN lA TO RI MII180X Yq —vas YEs 81 TO 87 84 X SO •••�� DESIGN NO N O YRS"-- APPROVAL is fd 84 38 X 36 ••• 028ION NO Y 8� LARGER DESIGN ••• .�,Q�,P,ROVA . YES DgIGN NO ` PR V 1 Nom_ YEs 84 OR LARGER p V ��i)iCijON Mll/DOX YEs•• YES• Y 9 JAR • PIPES NO LARGER TIIAN 18" CAN ISR user IN TIIR 2' Slot OF T1113 80X. —INCOMING AND OUT GOINO PIP@;S EPrECT STEPS IN THIS STRUCTURE. ••9 L 11 MOTS! RCEDEEPER1AN 48" FROM /NYSRTMLBEM.OR ABOX•PTIIII STEPS UNLESS SPECIALDESIGN APPROVED. SPECIAL. NOTE( STRUCTURES WELL. ON DESIGNED FOR MAXIMUM rrl.Ow IN 1'11193. SPECIAL. NOTE: COUNTY MAY (REQUIRE STOPS TO DE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVIaYOR'S OFFICE — REVtieDl e6 OCT 1907 APPROVED iq7 STANDARD' PLAN K N C. WAR5 COUNTY SURVEYOR ATE --" �T I" t C I. • f . C I' I J "b~Z� �1Z J W 00 I 00 O �- CV U t Q Z ' Ix vi U_ u 7j CL O ., Na 0 1 �Qn_ ^QN Cit° Z Iw N I 00 i L w O to �1 V o. . �unnu Ipnp, � 15T'EgF��'(n2''�.% 0299 'ATE OF ' s NAL r ;E MAIN W. X7 0 8 I AUG 23 :99 e4rsILPP1 OF T • HE HAMILTUN CUUNTY SURVE e' t"R CXISTINO GRADE —�-►1 •- - LL- f�l— � �"' •�,` -1� 1►"'� PROPOSED GSADi —0•'►�-•-�UNDIRCUT aXALi By 0.2' ----III—III—I I i--T--III—III (—) TO ALLOW POR FUTVRi BMTINOI TRASH GUARDS Tl- UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1Z SLOPE EXISTING ORADi -CONCRETE READYALL 1.LL LLl� 1J. L 1 ' •---L� 11 1. _ _ �I L1 LL!—LL1I� — L y`r' '1�1"�,—• PROPOSID GRADE —, ELL I_� I (•^ UNDERCUT SXBY 0.2' (V\�. � .T GRAVEL TO ALLOW !'ORR FUTURE SILTING�� �---- I� -III—III—I I I'll Imo` 1111 I i—LLLI I I OO C� Y III TO a? e4 X 36 . 1111. DESIGN —Na NO O 0 PIRRORAT11D, SURSUR/AC! DRAIN SDI PIPJ, 282 DRYELOPURNT PLAN FOR SIZCS(6" MINIMUM) AND INVERT ILRVA'rIONS. TYPICAL SWALE DETAIL MEARM FROM SAM OF ON•. IDNAVINO NOT TO $CALM HAMILTON COUNTY SURVEYOR'S OFFICE (DRAWING NOT TO SCALE) HAMILTON_ COUNTY SURVEYOR'S. OFFICE IREVISED= 9 AVG ' V' � ' STANDARD PLAN REVISCD: 9 AUG 94 APPROVED: K!"C. WARD, H LION COUNTY SURVEYOR 01T= STANDARD PLAN XzKTON RD A,HAMI N C LINTY SURVCYOR 94-8 :.I OFFICE OF THE HAMILTON COUNTY SURVEYOR � RYDROSE_DED L MULCH OR SEED b SLSO BLANKET AS SPECIFIED 14" ( NJ 10'-0" SAFETY LEDGE —�-►1 •- - SODDED AREA (CROSS-HATCHEDI END SECTION 2 R.C.P. STORY SETER V o � • R t� TRASH GUARDS H' 0 - 6 �)k OPTIONS FOR END SEC':IONS: (�• -KETAL -PRECAST NOTCH RIP -RAP INTO 1 -coNCRETE SLOP• -'HALL SLOPE AS SHOWN -TREATED LANDSCAPE TIMBER) OR USE RENO MATTRESS -CONCRETE READYALL ' 1 SL ORVAL POOL t _ SODDED AREA V-0 : 'o (CROSS•etATCHED • vl V3 z , p.p�•w �' R.C.P. STORY ISEWER'//: RIP -RAP •' y: OR REPO ?TRESS sl Y III TO a? e4 X 36 . 1111. DESIGN —Na NO 2. YAR$, PLATES, L PIPE ARE FINISHED t IL M E; LONG• APRONS MEARM FROM SAM OF ON•. TOP VIEW t LAKE OUTLET DETAIL FOR LAKE CROSS-SECTION OPTION 3 (DRAWING NOT TO SCALE) HAMILTON_ COUNTY SURVEYOR'S. OFFICE IREVISED= 9 AVG ' V' � ' STANDARD PLAN APPROVED: ' � q¢ 9�-10 K!"C. WARD, H LION COUNTY SURVEYOR 01T= DIMENSIONS. 30 NOTE IEWORART ETc1EN M AM CAP t T CROIMO TO IE RE110YED UPON Comm" TO NOISE r MR. 4' NAW. 1'• I b oil 0 Sim FENCE POST �- MM. 4 . SSD 3' IEpIM T YK I mom TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD No scAlt HAMILTON COUNTY SURVEYORS OFFICE L� &j STA1111AIO PLAN IIZL APPROVED W01110 cum 3111011/ OFF ICE OF THE iiAMILTON COUNTY SURVEYOR LAKE CROSS-SECTIONS i t HAMILTON COUNTY SURVEYOR'S OFFICE . IRirnco, � tyN '4 I G/ter STANDARD ' PLAN APPROVED' ,(--�' - 9Q_- ZSN C. Txac. RAYL TON COUNTY SURVEYOR Dl• - I EARTH OR SOEMALX 11RFACE 4' 71-f 11'MCM ° ° ' o + ° a ° ° ' 9JOWADE AMCATE • e a ° ° ; ° ; c ° DEPT" VANES 0'000 011'0• r:� s 110'0• L 1111 a:•'� NA!ED GRAVEL • •: • •.1.66.40 CUSS 'A' :i lei' a 4.1 WASHED STONE • • • • • • • • • +•' ♦ •� v MIN d r PIPE DIAMETER MAX, MIL 1' $0 KWAO? DRAIII I' M- Wdotion of wAwdrok 1hd cank m to NON 711 of the Ind ahl D•porlm.nt Of Trmprtotlon Standard SpaaMkailml, Undo*** *d not be nstaAad and SW IFeeiliIII and c&Mmtron It =n*W on aldtVW& Any contonlrloft N wAerdroln bodil MEd be n &wW prlor to YatalleUm of aI soa bean. WWW& im *A1 not be nald W and 9t1Alw Maat.d bone* Un wWwdrdes ro n plaeo, (LR "IwAft /toren tawm, =*Ny 11141, UL) PIPE UNDERDRAIN HO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REIASED: -_ RECOM040'. STANDARD PIAN APPROVED: y 1 a i6N I>. apnw iii -from aIle of "omit 3 1»11 PWas Pw1•i-1� 64.0 p. A Ir Tw T V -been H•Mn - A o-kizip im—'?tipmrHC HAMILTON COUNTY SURVEY'S O CURB INLET (Page 1) CURB INLET TABLE PIPIT STRUCTURES STRUCTURN2 ANGLE AND STEPS CASTIN. SIZE LESS THAN 48" GREATER THAN QUALITY OF NOTES 1 Mill mmom SIM FENCE POST TRASH GUARDS FOR CAP k TAPE NO one Nam Y211 1170 —11 36 _hung I 'M�t,'m L SAA$ s PLATES ARE IIOT- ROLLED STEEL. , p.p�•w 1190 Y III TO a? e4 X 36 . 1111. DESIGN —Na NO 2. YAR$, PLATES, L PIPE ARE FINISHED ® IL M E; LONG• APRONS MEARM FROM SAM OF ON•. WIT" 2 COATS OF ALUMINUM OWNT. — 11!4 OR LARDER Mil/ROW 2111GN YES•11 IMMOS—T NIMN � ' 11111"�Wnmm w••ew NONE � Na""" STE L DIMENSIONS. • 11-27-72 APPROVED. S. TRASH WARDS WITH Off EWW YIAMETER SARs AflE SPECIAL. NOTE: STRUCTURESS WILL DB DESIGNED POR MAXIMUM 00 �• r27 An �STMM""Em a J.P.L. o • o .'0 0 0 0 • 0 NUMIL"Or ° 0 ° 1. Imo,) '• • 0 '• ®WLINIIIM APPROVED: i STANDARD - PLAN Sw MA1N 0 ' 0 0 aff"0OVE® MMI. 4' SID ®ILIMW.�©two TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS 1rMWp=jLqM"WwK1; PC SCALE HAMILTON COUNTY SURVEYORS OFFICE REVISED: o1LPMLXIN�w; � NMEE"Wrcv STANOARD PLAN NN M© MEN WM P E,'mmlm ®� ��Wmo ®IIIUTEIia.i.. wulm� BE=" li 7 .l .J IM111111 " liffm �Im EMT IKIIIIIII0MWE o-kizip im—'?tipmrHC HAMILTON COUNTY SURVEY'S O CURB INLET (Page 1) CURB INLET TABLE PIPIT STRUCTURES STRUCTURN2 ANGLE AND STEPS CASTIN. SIZE LESS THAN 48" GREATER THAN QUALITY OF NOTES 1 Mill mmom SIM FENCE POST TRASH GUARDS FOR CAP k TAPE NO one e1 Y211 1170 —11 36 _hung L SAA$ s PLATES ARE IIOT- ROLLED STEEL. , p.p�•w 1190 Y III TO a? e4 X 36 . 1111. DESIGN —Na NO 2. YAR$, PLATES, L PIPE ARE FINISHED AP ROYAL YRS IS 0 ?4 30 X 86 1111• 098110" NO LONG• APRONS MEARM FROM SAM OF ON•. WIT" 2 COATS OF ALUMINUM OWNT. — 11!4 OR LARDER Mil/ROW 2111GN YES•11 r YES Y 9 A N XTS ARE GALVANIZED, L SEE STD. PLATES A-11* & A-1/ EOR APRON � ' w••ew NONE � Na""" STE L DIMENSIONS. • 11-27-72 APPROVED. S. TRASH WARDS WITH Off EWW YIAMETER SARs AflE SPECIAL. NOTE: STRUCTURESS WILL DB DESIGNED POR MAXIMUM 00 �• r27 An AAI F. S"CIAI O1WR -••� _— _- a J.P.L. o • o .'0 0 0 0 • 0 o-kizip im—'?tipmrHC HAMILTON COUNTY SURVEY'S O CURB INLET (Page 1) CURB INLET TABLE PIPIT STRUCTURES STRUCTURN2 ANGLE AND STEPS CASTIN. SIZE LESS THAN 48" GREATER THAN QUALITY OF NOTE: RRQUIRRO CASTING •01CURB 11NCilE9) FROM T/C TO 48" PROM T/C PIPES WILL TI. SIM FENCE POST 1, T INVERT TO INVERT RigU1NE •R•9601N Tit TEIOMARY EXiEHM AWW CAP k TAPE in To Is 14 X 24 0110 0211110" No YES MW � N Y211 1170 —11 36 _hung AYAL YES " CMOK TO "OUSE. 18 TO 21 M1179 -ox pRBION Y!S Y!S -Yes Y III TO a? e4 X 36 . 1111. DESIGN —Na NO ALL W-49MEIENTS TO IM AP ROYAL YRS IS 0 ?4 30 X 86 1111• 098110" NO Y YSS PROYAL 84 .ARRER 119311 ... MEARM FROM SAM OF ON•. 1r — 11!4 OR LARDER Mil/ROW 2111GN YES•11 r YES Y 9 paa0105E0 GRAM • PIPES NO LARGER TIIAN 18" CAN IIB USED IN TI11 81810E OF Till$ BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN T1118 STRUCTURE, 409SPECIAL NOTE: STRUCTURES DEEPER TIIAN 4e" FROM T/C TO INVERT WILL BE A M.H. OR A BOX •WITII STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL. NOTE: STRUCTURESS WILL DB DESIGNED POR MAXIMUM 00 FLAW IN PIPES. SPECIAL. NOTE: COUNTY MAY REQUIRE STEPS TO D! INSTALLED 0 0 00000'- AFTER STRUCTURE 18 SET, TO IMPROVE ACC888, HAMILTON COUNTY SURVEYOR'S -OFFICE o • o .'0 0 0 0 • 0 ' ° 0 ° 1. Imo,) '• • 0 '• REOIIr,><ID T RCOIIgEO APPROVED: i STANDARD - PLAN Sw MA1N 0 ' 0 0 MMI. 4' SID 3' 3' TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS PC SCALE HAMILTON COUNTY SURVEYORS OFFICE REVISED: APPROVED STANOARD PLAN o-kizip im—'?tipmrHC HAMILTON COUNTY SURVEY'S O CURB INLET (Page 1) CURB INLET TABLE PIPIT STRUCTURES STRUCTURN2 ANGLE AND STEPS CASTIN. SIZE LESS THAN 48" GREATER THAN QUALITY OF RRQUIRRO CASTING •01CURB 11NCilE9) FROM T/C TO 48" PROM T/C PIPES WILL TI. 1, T INVERT TO INVERT RigU1NE •R•9601N Tit IINCItESI SP2CIAI, DESIGN in To Is 14 X 24 0110 0211110" No YES Y211 1170 —11 36 _hung AYAL YES " 18 TO 21 M1179 -ox pRBION Y!S Y!S -Yes Y III TO a? e4 X 36 . 1111. DESIGN —Na NO AP ROYAL YRS IS 0 ?4 30 X 86 1111• 098110" NO Y YSS PROYAL 84 .ARRER 119311 ... !)BION PROVAI. NO NO YES �rMOOVAL — 11!4 OR LARDER Mil/ROW 2111GN YES•11 r YES Y 9 • PIPES NO LARGER TIIAN 18" CAN IIB USED IN TI11 81810E OF Till$ BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN T1118 STRUCTURE, 409SPECIAL NOTE: STRUCTURES DEEPER TIIAN 4e" FROM T/C TO INVERT WILL BE A M.H. OR A BOX •WITII STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL. NOTE: STRUCTURESS WILL DB DESIGNED POR MAXIMUM FLAW IN PIPES. SPECIAL. NOTE: COUNTY MAY REQUIRE STEPS TO D! INSTALLED AFTER STRUCTURE 18 SET, TO IMPROVE ACC888, HAMILTON COUNTY SURVEYOR'S -OFFICE REVievol t0 OCT Its-? APPROVED: i STANDARD - PLAN K N C. MAR IAMILTON COUNTY SURVEYOR DATE — r k� I C I' I iy N J Evv H� �bPE J W 00 1 C 1 00 O co Ih U I=Zx U 1 �aU_ L D Ra' N v E C0 C3 O ., 0. ' �QI0 3Com � Com ?NLS I ^ , � M � I . I. 1 nt PC w c Ito It V 0- 04606- C unnn uuu„ IaT q 0299 'ATE OF 1 i NAI. ti,\ 1111111111111\11\1 . - i . X HAM rt W. i bft I* awl %17 08 I ' ff I 97 JPO. 95 o �t ° °q , ! lF N S , O O 91 0 / o0 �h 4� W 0 L / o 0 NEW 100 N ' Vo 70+25.00 + I 0 �,cn° J (n I i I• 7 I Z I W X11+00 105 104 's.N � ,o i rI 0 UNITH � J' 8" I 6% Freehold Court W I 9 1+41.004 kv W d N� F 16 o W 1wzx1 N 001 rn d I 00 O L N V XQ Z<.v x� = Z a �L 105 104 's.N � ,o i rI 0 UNITH Uj J0 J' 8" 2+1144P 2 Freehold Court W F 0 kv 105 104 's.N � ,o i 100 W rI 0 UNITH Uj J0 Spring Farms Drive 8" 2+1144P 2 Freehold Court 8" F 62-00 kv d N� F 16 TOTAL FOOTAVE -7 W 1wzx1 001 rn d I 00 O L N V XQ Z<.v x� = Z a �L Q x v U_ I I • �Qri_ J =NW D d tE) �I UI M Uj o" I 102 as O I YV w I 6• PVC C14 C4 �. wl co >- o z M— W �I 61 00 a BY: tfipe3 Uj 101 g 60+25 AL Draw or. caw W� Soft 0801 ODM bT-29-S8 N�j"et �IrDr 980528-20100 J 100 W rI 0 UNITH IA Spring Farms Drive 8" 523' 2 Freehold Court 8" F W d as PROJECT LOCATION AREA MAP WATER LINE SCFEDIAE IWC PROSECT NUIYBm X -XX -XXX ft ft Fww 8eeft 3 JOB • STREET NAIVE PPE am UNITH 1 Spring Farms Drive 8" 523' 2 Freehold Court 8" 716' N� F L TOTAL FOOTAVE -7 W 1wzx1 NOTE: SCHEDULE SHOWN PER IWC REQUIREMENTS. CONTRACTOR TO VERIFY LENGTHS PER PLAN. NOM 1. LOCATIONS OF DOW UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICIL LOCATIONS PRIOR TO CONSTRUCTION. 2. A MINMUM 10 FT. HORIMAL AND 1.5 FT. VERTICY. SEPARATION SHALL St: MAINTAINED BETWEEN ALL SEWERS AND WATER LINES. 3. MINIMUM COYER FOR ALL WATER LINES SWILL BE 54.. INCHES AS MEASURED., FROM THE FINAL FINISHED GRADE TO THE CROWN OF THE PPE. . 4. WIPER LINES SHALL BT: INSTALLED. DISINPE S NO MM N ACCORDANCE WITH THE CURRENT STANDARDS AHD sPEcFaT10NS FOR INSTALLING WATER MANS AND FIRE HYDRANTS AS ISSUED BY THE INDIANAPOLIS WATER COMPANY. MC NO'IEb 6.04 - ALIGNIENT AND GRADE: PPNG SHALL BE LAD TO THE LINES AND GRADES OF 54 NM OF wo OYER THE TOP OF THE PIPE BUR a m FNNSHED GRADE FOR 3-0I1A "M MO B -NCH PIPE AND 48 INCHES OF COYER OVER THE TOP OF THE PPE FOR 12 -NCH AND LARGER PIPE. PPELINES OR RUNS NITENDED TO BE STMIGHT SHALL BE LAD STRYOHT. CURVES MAY BE FORMED BY USING RITNGS OR BEVELED JOINitS. THE OONIRMCTON/bE11E1 M SHALL USE SUMVINC WIIIU VENTS TO MAINTAIN ALIGNMENT AND GRADE. A. OIHEJI U11111 S - MIECTNIIiUNDERGRADUM AND SUWACE SMUCTURES TEMPORARY SUPPORT ADEQUATE PROIECTION AND MAIN STANCE OF ALL UNDERIiROU10 AND SURFACE MM STRUCTURES, DANK AND OM 08MICTIONS DWMMD F 111110ED BY THE CONTRAC10/V VEIOPER N EISINE . OF THE WORK SHALL B. DEWMON WITH CDMPMIr•S CONSW - NO DEVATHON SWILL BE MADE FROM THE REGUARED LINE OR GRADE WITHOUT THE WRITTEN CONSENT OF THE COMPANY. SYkm t11=1111I PROPOSED WATER LINE s PROPOSED BEND A PROPOSED aw 1'�� PROPOSED FIRE HYDRANT B.O. PROPOSED BLOW OFF ASSEMBLY 0 PROPOSED VALVE Cf PROPOSED REDUCER EXISTING FIRE HWDRANT 00 CONCRETE MCIS BLOCK NSW SIMI TYPICAL RO 9oKF 26 OR 30' , DR Way DONT 3a AUMLacAnIS or ALL Eww weamon ups DG SM ON M ruw ARE BASED Upw AWK BLIND =a Ewa cww"4 as ^" "" ►a bift�V*4%aa�.w.n"M NAAOE�11R1V; MMAY � DIM EEXISTK IA•OERCIIIOUIO URIIIES FOR 00 HERE IS NO A!O"E GROIN. MICE OR FOR MACH NO ABOVE 1-a00��2E � �r FREE �� 1-800-428-6200 UM "�"'�D� CONTRACTOR FOR CALLS OUTSIDE OF POIANA N� F W 1wzx1 001 rn d I 00 O L N V XQ Z<.v c QoU-� = Z a �L Q x v U_ O ++ Na 0 • �Qri_ J =NW D d tE) Q M o" .7S YV � � cV o C4 �. -t:C Lo co >- o z M— W a� a BY: tfipe3 s NO. = '020209, _ 1 z STATE OF AL Draw or. caw W� Soft 0801 ODM bT-29-S8 N�j"et �IrDr 980528-20100 J 1" #11 or #12 H.A.C. SURFACE 4" CONCRETE 6" COMPACTED AGGREGATE BASE NO. 53 o°°000000000,°°°°°o 00 0 0 SEE DETAIL WA -7 FOR a r° • i• BACKFILL REQUIREMENTS LOCAL STREET/DRIVEWAY ASPHALT PATCH DETAIL NO SCALE -v PLAN BENDS 45 7124" Min. - 12" & LARGER PIPE 8" Min. - 10" do SMALLER BENDS & TEES SECTION X - X TYPE I SIZE 6'- 8Lo 10" 12" 14" 16" X -0-J PLAN TEES 18' Min. �pp o o PLUGS PLAN & ELEVATION NOTE: BASED ON 100 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER NAIMIER ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROW. CATER MAIN THRUST BLOCK DETAIL NO SCALE CONCRETE SHALL 1'-6" CONCRETE SHALL NOT ENCASE MAIN M.J. TEE M.J. ANCHORING COUPLING NOT ENCASE MAIN 8 TAPPING REEVE M.J. GATE VALVE f_ TAPPIIG SLEEVE r i f•• n CONCRETE THRUST CONCRETE SUPPORT BLOCK OR MECHANICAL BLOCK, 14 OR /8 RESTRAINING DEVICE STONE GVT�.Ci TE SUPPORT CONCRETE THRUST I MUST WRAP SLEEVE & VALVE TATH BLOCK I4 OR #5 BLOCK OR MECHANICAL VINYL IF POURED CONCRETE THRUST STONE BLOCKS ARE USED RESTRAMG DEVICE � M.J. SLEEVE OR CASTING COUPLING Vs1YL i POURED CONCRETE MME MAIN CONNECTION DETAILS (DRY�TAP) BLOCKS ARE USED ,, (CMMTE SHALL NOT ENCASE WOO NO SCALE FACING STREET 4 1/2" PUMPER NOZZLE 8" CI VALVE BOX dl: LID MARKED WATER HYDRANT TO HAVE BREAK SECTION OR REMOVABLE BARREL -,, 2-2 1/2" HOSE NOZZLES 1.13 I I PLACE LOOSE STONE OR S-0" 4' -Cr GRAVEL AS SHOWN INSTALL CONCRETE THRUST BLOCK 8" LOWER ISEC110 AGAINST UNDISTURBED EARTH 6" G.V. TURN LEFT TO OPEN FULL WIDTH OF TRENCH I 00 00000 0 0 0° 00 00°0° ° UNDISTURBED EARTH MAIN 6" D.I. ASSEMBLY SET ELBOW ON SOLID EARTH, (BED IN ACCORDANCE WITH TRENCH DETAILS) BROKEN STONE, OR WELL TAMPED GRAVEL 9FIRE HYDRANT INSTALLATION :,NO SCALE SET TOP WITH FINISH GRADE OR t 1/2" ABOVE CAST IRON COVER EXISTING PAVEMENT ELEVATION D.I.M.J. GA' NOTE: , CONTRACTOR TO PLACE TEMPORARY COLD PATCH OR CONCRETE RAMP AROUND VALVE BOXES IF NOT ASPHALTED PRIOR TO SEASONAL ASPHALT SHUT -DOWN TYPE )X GATE VALVE NO BOX DETAIL SCALE EXCAVATION DEPTH TO BE 1'-0" BELOW BOTTOM OF MAN SANITARY SEWER WATER MAIN PLAN _z 10' MIN. 10' MIN. o..... ................... _. _.. ..............---- __.._._...__ 2' WATER MAIN 0 p SANITARY SEWER • ......•••• CLASS 22 MECH. JOINT C.I. OR CLASS 2 D.I. PIPE L_1VCONC. COLLAR do COUPLINGS FLEXIBLE COUPLING OR ADAPTOR USED WHEN LESS THAN 18" OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and seperations shall be in accordance with - Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edgo to edge. In cases where it in ten 1 foot seperation, theappropriate is not practical to maintain a e 0 00 ( ) eP reviewing agency may allow deviation on a case-by-case basis if supported'* by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANI. SEWERS) SAW CUT EXISTING PAVEMENT FOR PAVEMENT SECTION (NO ASPHALT WILL BE SEE DETAIL WA -8 ALLOWED AGAINST BROKEN EDGES) 1 4 �-MINIMUM WIDTH O.D. + 24" BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF INDIANA DEPARTMENT OF HIGHWAYS (MECHANICAL COMPACTION TO 959 PROCTOR DENSITY). UNDER DRIVE, ROAD, SIDEWALK AREAS, ETC. •r IN. i r 3" MIN. (BELOW THE BARREL) -(BELOW THE BELL) PVC WATER MAIN #8 CRUSHED STONE NOTE: BITUMINOUS PAVEMENT TACK COAT SHALL BE PLACED BETWEEN THE #53 STONE SURFACE AND ALONG THE SAW CUTS. TYPICAL TRENCH DETAIL KIIA -f NO SCALE WATERMAIN SPECIFICATIONS I. SCOPE OF WORK 1) This section includes all cold water distribution lines, valves, meter pits, fire hydrants and related appurtenances including excavating and backfilling necessary to complete the work as shown on the construction drawings. II. APPLICATION 1) The contractor's work shall conform to the construction drawings and specifications and shall comply with all current City of Noblesville (City) applicable ordinances, regulations and standards. The contractor shall also be responsible for the application and acquisition of all bonds and permits required to complete the work. 2) The ends of watermains shall be plugged or capped at the terminal points with manufacturer's recommended water tight device. III. WORKMANSHIP 1) Trenching: Lay all pipe in open trenches, except when otherwise designated on the plans for pushing or tunneling. 2) Width of Trench: Excavate trenches sufficient width for proper installation of pipe per manufacturer's recommendation. 3) 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. 4) Water Removal: Keep trenches free from water during construction. Under no circumstances shall pipe or appurtenances be laid in standing water. Convey the discharge from trench dewatering to drains or natural drainage channels. 5) Grading Trench Bottoms: For PVC pipe 4 inch or larger, excavate bottom of trench to a depth at least 4 inches below grade, and bed and backfill with #8 crushed stone or op.proved equivalent to at least 12" over the top of pipe. Backfill material shall be "heeled in around the haunches of the pipes. Care shall be taken to prevent rocks and frozen clods of dirt from falling on the pipe. 6) Weather Limitations: No PVC watermoin or appurtenances shall be laid when ambient air temperature is below 32' F. Furthermore, construction operations shall be suspended if ambient air temperature falls below 32' F. 7) The manufacturers maximum allowable pipe deflection can be used to maintain the vertical and horizontal route unless other fittings (i.e. tees and elbows) or other methods are specifically called out on the plans. 8) Concrete thrust blocks or other mechanical restraining devices shall be used at all tees, bends, fire hydrants and plugs. 9) All Watermains shall maintain a minimum cover of 4' - 6 10) All fire hydrants shall be situated so that the break away flange is located between 2" and 4" above proposed finish grade. The hydrant shall be covered with burlap or plastic until hydrant is put in service. 11) Permanent flush pits shall be located between the curb and sidewalk or centered 2 feet behind the curb. 12) Chlorination/sample tops shall be located on the service side of the watermain within 10 feet of the control valve. 13) Temporary chlorination/sample taps shall be completely removed and holes plugged after bacteriological tests are approved. Temporary taps shall be removed prior to final acceptance by the City of Noblesville. IV. BACKFILL REQUIREMENTS 1) Except as specified;in Section III -5, all trenches shall be backfilled with earth or granular material free from large stones, roots, or frozen clods. Trenches across all paved areas (including sidewalks) shall be backfilled with full depth granular material conforming to City of Noblesville Details extending five feet beyond the back of curbs with a 1:1 slope from bottom of curb to bottom of trench. Trenches parallel to and within 5 feet of paved roadways shall be backfilled in the some manner. V. MATERIALS 1) 4" or larger wotermoins shall be PVC pipe conforming to AWWA Standard C900 as directed on the plans. 2) 4' thru 12" AWWA C-900 PVC Water Pipe a) Materials: C900 PVC Pipe shall be made from Class 12454-A or Class 12454-B virgin compounds as defined in ASTM D 1784, with an established hydrostatic- design -basis rating of 4,000 PSI for water at 73.4' F. b) Pipe and Gasket: C900 PVC Pipe shall have a cast iron outside diameter and shall be suitable for use as a pressure conduit. All Class 200 pipe shall meet the requirements of SDR -21. Provisions must be made for expansion and contraction at each joint with an elostomeric sealing rings. Laying length shall be 20 feet +/- 1 inch for all sizes except that up to 10 percent of the footage may be in random lengths of not less than 10 feet. The pipe shall have an integral bell, and the gasket seal shall be reinforced with a steel band or other rigid material. The joint shall be in compliance with the requirements for ASTM D-3139. , c) Marking: C900 PVC Pipe shall be marked as prescribed by AWWA standards; i.e., nominal pipe size, dimension ration (DR), AWWA pressure class, manufacturer's name and code, and seal -of testing agency that verified the suitability of the pipe material for potable water service. d) Teat Requirements: Each length of pipe (standard and random), including the integral bell, shall be pressure tested to four times the rated pressure for a minirmlm of five seconds. Pipe shall meet ail additional test requirements as descxlbed in AWWA C900. e) Approvals: C900 PVC Pipe is listed by Underwriters Laboratories and approved by Factory Mutual. Class 200 3) 2' or 3' Polyvinyl Chloride (PVC) Pipe a) PVC pipe shall conform to the latest revision of ANSI/AWWA (ASTM Specification D1784 and ASTM Specification 0-2241). III) The appropriate ASTM cell classification shall be either 12454-A or 12454-B. c) PVC pipe shah be furnished in standard to • g lengths of 20 feet and shall have a minimum pressure class of Class 200 (SSDR21). d) PVC pipe and couplings shall bear certification markings which shall conform to the latest revision of Section 2.6 of AWWA C900. In addition, the plain end of each pipe length shall have one ring, painted around the pipe at the proper location to allow field checking of the correct setting depth of the pipe in the bell or coupling. e) PVC pipe with bell and joints or coupling push -on joints shall conform to the latest revision of ASTM Specifications D-3139. No solvent cement joint pipe Ad be allowed. f) Gasket material will be constructed to meet the requirements of ASTM F-477. The lubricant shall have no deteriorating effects on the gasket or pipe. The lubricant containers shall be labeled with manufacturer's name. 4) F'Ire Hydrants: a) The Contractor shall furnish and install ail fire hydrants at substantially the locations as shown on the drawings and details. Hydrants Mall be of standard manufacture, of the non-freezing type having a full flow valve and of a type which may be easily lengthened by adding extension sections. Each hydrant shall be fitted with one pumper (5 1/4") and two hoses (2 1/2") nozzles. The nozzles shall hove Notional Standard Thread unless otherwise required to conform with thread size in use on the existing hydrants with a valve opening of not less than 5" and 6' inlet connection. The direction of the hydrants main valve opening shall be LEFT (counter clockwise). DATE: 03-19-1997 TIME: 15:23 nLE: IN: \94399\20004\CAD\ENGR\94399C22 USER: gilfro b) Hydrant barrels shall be constructed in such a manner that it is not necessary to cut off the water or to excavate to make repairs. The barrel of the hydrant shall be constructed in sections which are to be joined in such a manner that the upper section of the barrel extending above the ground may be separated from the lower section by impact without injury to the stem or the barrel. c) The main valve construction at the bottom of the hydrant shall be such as to permit the water to drain from the hydrant barrel when the main valve is closed. The main valve stem seats and packing glands are to be of bronze or approved rust resisting metal and to be constructed in such as manner as to be easily replaced without excavating. d) Hydrants shall be Kennedy Guardian K-81, Mueller A423 or American Darling 862. ( 5 1/4" - 2 1/2" - 2 1/2" nozzle), 4 1/2 feet bury depth. e) Hydrants shall conform to AWWA standard C-502. f) Hydrants shall be painted SHERWIN WILLIAMS Safety Yellow Paint Number B5037, or approved equal. 5) 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 the following requirements: a) Valves in PVC pipe (4" - 12") shall be iron body, bronze mounted, resilient seated gate valves conforming to AWWA Standard C- 509 They shall open LEFT (counter clockwise). Valve shall be mechanical joint ends and valve stems shall terminate in 2 inch wrench nuts. Butterfly valves shall be used for 14" or larger mains, conforming to AWWA Standard C504. Butterfly valves shall be body bronze mounted resilient seated with a 2" square nut operator, open LEFT (counter clockwise) Mueller B-3211-20 or approved equal. b) Ball valves in 2" or 3" PVC shall be standard brass body ball type, round way and conforming to AWWA Standard C-800, with T -heads fitted with female threads. c) Corporation stops shall be 3/4" as manufactured by Ford F-1000 or Mueller 6- 25008 or approved equal, having AWWA taper threaded inlet and copper compression outlet. d) Curb stops shall be 3/4" as manufactured by Ford B44-333 or Mueller B-25209 having compression copper fittings on both ends. e) "POST -CAP" or other approved valve box aligning discs shall be used on all valves. f) Curb stops shall be a 3/4" brass locking device Mueller II -14338 or approved equal. g) Locks, when required for valve box lids or curb stops shall be American Lock Company USA Hardened Series 5200 with 1 inch shackle and key #43533. No substitutes permitted. 6) Valve Boxes: Shall comply with the following requirements: a) For iron body valves, valve boxes shall be approved standard buffalo -type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 1/4 inches. Valve box shall be a Tyler 6855 series or approved equal. Bury depth adjusted to fit field condition. b) For curb stops, valve boxes shall be Tyler 94E series or approved equal. c) For deep installations, 6" ductile iron or schedule 40 pipe may be used to extend valve box to grade utilizing a Top Hat Box, Clay alt Bailey CB -2194 or approved equal. Deep valve boxes shall use a centering ring and stem extender device to bring valve nut to within 4 1/2 feet below grade. Stem extender shall be bolted onto operating nut. d) For locking valve loop lid, lid shall be a Tyler 5 1/4" LLW or approved. 7) Water Meter Pit shall be 18" or 48" diameter, + 48" long Midstate Polyethylene meter file, Sonoloc PVC or approved equal. 8) Water Meter Pit Lid shall be a 18" or 24" Tyler 6150, Ford C-32, Mueller H 108x10 with a small operating nut (Standard Water Works Pentagon) or approved equal. 9) Gate Valve Box alignment rings shall be POSI-Cop, LeRon or approved equal. 10) Mechanical restraining devices for either PVC or Ductile iron may be used in lieu of concrete thrust blocks, and when used shall comply with manufacturer's recommended installation procedure. Such devices shall consist of any one of the following: a Megolug with rods' b Retainer gland" c Anchor coupling d Grip ring e Standard rod procedure (5/8" threaded rod anchor eye bolt, Duc-lug, etc.) *As manufactured for type of pipe material used. "NOT TO BE USED ON PVC PIPE 11) Temporary Flush Stack Valve: Shall be those manufactured by Mueller or Ford Corporation (H-10283 or H-10291), or equal. 12) SLIMUNE 2" Flushing Hydrant sholl be an Aquarius One -O -One GHS 2" flushing hidden hydrant located in a standard 18" meter pit with lid. The discharge line shall not include the 45' Bend, but shall otherwise conform to the detail included herein. VI. DISPOSITION OF UTILITIES: 1). Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 2) 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 contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and the design engineer of any changes, errors or omissions found on the plans or in the field before work is started or resumes. 3) Were active utilities are encountered, but not shown on the drawings, the Design Engineer and City Engineer shall be advised before work is continued. If in conflict, the City Engineer in consultation with the respective utility shall jointly determine a plan of action. The location of such active utilities shall be recorded on the construction record drawings. 4) Existing Improvements: The contractor must maintain in operating condition, all active utilities, sewers and other pipe or cable systems that may be encountered. 5) Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Design Engineer and the City Engineer. They shall be removed, plugged or capped as directed by the City Engineer and recorded on the construction record drawings. VII. PROTECTION OF TREES 1) General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started. Excavated materials shall not be piled within drip line of trees to be saved. Remove interfering branches by cutting without injuring trunks and cover sears with tree wound dressing. VIII. BENCHMARKS, SURVEY MONUMENTS AND CONSTRUCTION STAKES. 1) Contractors shall be responsible for maintaining all bench marks, survey monuments, construction stakes and other reference points within the construction limits of his particular contract: If disturbed or destroyed, the contractor shall be responsible for their replacement by the Design Engineer/Production Stoking Engineer, t% r .V h- W All �. • 000 rn ZI 00 0 V a am 1` I em CYZQ'V QLL_ QZ _Z a cy-N a u J N a 0 �<ro I L' I N n �- M I- � L 00 co V �l Pe) I O 141 It >W Q, o Z I < Q4 0 l:3' — ` M I, W I 1. 0 - of C `�ptl\1111111111111 1111'1'/' ' . r No 920299 STATE OF "NINALIIIa°��\``\`\ olnal.i eF 0 1' • ' •LIt 0802 980528-20100 1'-6" CONCRETE SHALL NOT ENCASE MAIN TAPPING REEVE f_ TAPPIIG SLEEVE r i f•• n 1 GVT�.Ci TE SUPPORT CONCRETE THRUST BLOCK I4 OR #5 BLOCK OR MECHANICAL STONE RESTRAMG DEVICE MUST aw Sim R VALVE 10 Vs1YL i POURED CONCRETE MME BLOCKS ARE USED (CMMTE SHALL NOT ENCASE WOO AIN CmMNECTION DETAILS(""ET TAP) WA ?NO SCALE SANITARY SEWER WATER MAIN PLAN _z 10' MIN. 10' MIN. o..... ................... _. _.. ..............---- __.._._...__ 2' WATER MAIN 0 p SANITARY SEWER • ......•••• CLASS 22 MECH. JOINT C.I. OR CLASS 2 D.I. PIPE L_1VCONC. COLLAR do COUPLINGS FLEXIBLE COUPLING OR ADAPTOR USED WHEN LESS THAN 18" OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and seperations shall be in accordance with - Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edgo to edge. In cases where it in ten 1 foot seperation, theappropriate is not practical to maintain a e 0 00 ( ) eP reviewing agency may allow deviation on a case-by-case basis if supported'* by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANI. SEWERS) SAW CUT EXISTING PAVEMENT FOR PAVEMENT SECTION (NO ASPHALT WILL BE SEE DETAIL WA -8 ALLOWED AGAINST BROKEN EDGES) 1 4 �-MINIMUM WIDTH O.D. + 24" BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF INDIANA DEPARTMENT OF HIGHWAYS (MECHANICAL COMPACTION TO 959 PROCTOR DENSITY). UNDER DRIVE, ROAD, SIDEWALK AREAS, ETC. •r IN. i r 3" MIN. (BELOW THE BARREL) -(BELOW THE BELL) PVC WATER MAIN #8 CRUSHED STONE NOTE: BITUMINOUS PAVEMENT TACK COAT SHALL BE PLACED BETWEEN THE #53 STONE SURFACE AND ALONG THE SAW CUTS. TYPICAL TRENCH DETAIL KIIA -f NO SCALE WATERMAIN SPECIFICATIONS I. SCOPE OF WORK 1) This section includes all cold water distribution lines, valves, meter pits, fire hydrants and related appurtenances including excavating and backfilling necessary to complete the work as shown on the construction drawings. II. APPLICATION 1) The contractor's work shall conform to the construction drawings and specifications and shall comply with all current City of Noblesville (City) applicable ordinances, regulations and standards. The contractor shall also be responsible for the application and acquisition of all bonds and permits required to complete the work. 2) The ends of watermains shall be plugged or capped at the terminal points with manufacturer's recommended water tight device. III. WORKMANSHIP 1) Trenching: Lay all pipe in open trenches, except when otherwise designated on the plans for pushing or tunneling. 2) Width of Trench: Excavate trenches sufficient width for proper installation of pipe per manufacturer's recommendation. 3) 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. 4) Water Removal: Keep trenches free from water during construction. Under no circumstances shall pipe or appurtenances be laid in standing water. Convey the discharge from trench dewatering to drains or natural drainage channels. 5) Grading Trench Bottoms: For PVC pipe 4 inch or larger, excavate bottom of trench to a depth at least 4 inches below grade, and bed and backfill with #8 crushed stone or op.proved equivalent to at least 12" over the top of pipe. Backfill material shall be "heeled in around the haunches of the pipes. Care shall be taken to prevent rocks and frozen clods of dirt from falling on the pipe. 6) Weather Limitations: No PVC watermoin or appurtenances shall be laid when ambient air temperature is below 32' F. Furthermore, construction operations shall be suspended if ambient air temperature falls below 32' F. 7) The manufacturers maximum allowable pipe deflection can be used to maintain the vertical and horizontal route unless other fittings (i.e. tees and elbows) or other methods are specifically called out on the plans. 8) Concrete thrust blocks or other mechanical restraining devices shall be used at all tees, bends, fire hydrants and plugs. 9) All Watermains shall maintain a minimum cover of 4' - 6 10) All fire hydrants shall be situated so that the break away flange is located between 2" and 4" above proposed finish grade. The hydrant shall be covered with burlap or plastic until hydrant is put in service. 11) Permanent flush pits shall be located between the curb and sidewalk or centered 2 feet behind the curb. 12) Chlorination/sample tops shall be located on the service side of the watermain within 10 feet of the control valve. 13) Temporary chlorination/sample taps shall be completely removed and holes plugged after bacteriological tests are approved. Temporary taps shall be removed prior to final acceptance by the City of Noblesville. IV. BACKFILL REQUIREMENTS 1) Except as specified;in Section III -5, all trenches shall be backfilled with earth or granular material free from large stones, roots, or frozen clods. Trenches across all paved areas (including sidewalks) shall be backfilled with full depth granular material conforming to City of Noblesville Details extending five feet beyond the back of curbs with a 1:1 slope from bottom of curb to bottom of trench. Trenches parallel to and within 5 feet of paved roadways shall be backfilled in the some manner. V. MATERIALS 1) 4" or larger wotermoins shall be PVC pipe conforming to AWWA Standard C900 as directed on the plans. 2) 4' thru 12" AWWA C-900 PVC Water Pipe a) Materials: C900 PVC Pipe shall be made from Class 12454-A or Class 12454-B virgin compounds as defined in ASTM D 1784, with an established hydrostatic- design -basis rating of 4,000 PSI for water at 73.4' F. b) Pipe and Gasket: C900 PVC Pipe shall have a cast iron outside diameter and shall be suitable for use as a pressure conduit. All Class 200 pipe shall meet the requirements of SDR -21. Provisions must be made for expansion and contraction at each joint with an elostomeric sealing rings. Laying length shall be 20 feet +/- 1 inch for all sizes except that up to 10 percent of the footage may be in random lengths of not less than 10 feet. The pipe shall have an integral bell, and the gasket seal shall be reinforced with a steel band or other rigid material. The joint shall be in compliance with the requirements for ASTM D-3139. , c) Marking: C900 PVC Pipe shall be marked as prescribed by AWWA standards; i.e., nominal pipe size, dimension ration (DR), AWWA pressure class, manufacturer's name and code, and seal -of testing agency that verified the suitability of the pipe material for potable water service. d) Teat Requirements: Each length of pipe (standard and random), including the integral bell, shall be pressure tested to four times the rated pressure for a minirmlm of five seconds. Pipe shall meet ail additional test requirements as descxlbed in AWWA C900. e) Approvals: C900 PVC Pipe is listed by Underwriters Laboratories and approved by Factory Mutual. Class 200 3) 2' or 3' Polyvinyl Chloride (PVC) Pipe a) PVC pipe shall conform to the latest revision of ANSI/AWWA (ASTM Specification D1784 and ASTM Specification 0-2241). III) The appropriate ASTM cell classification shall be either 12454-A or 12454-B. c) PVC pipe shah be furnished in standard to • g lengths of 20 feet and shall have a minimum pressure class of Class 200 (SSDR21). d) PVC pipe and couplings shall bear certification markings which shall conform to the latest revision of Section 2.6 of AWWA C900. In addition, the plain end of each pipe length shall have one ring, painted around the pipe at the proper location to allow field checking of the correct setting depth of the pipe in the bell or coupling. e) PVC pipe with bell and joints or coupling push -on joints shall conform to the latest revision of ASTM Specifications D-3139. No solvent cement joint pipe Ad be allowed. f) Gasket material will be constructed to meet the requirements of ASTM F-477. The lubricant shall have no deteriorating effects on the gasket or pipe. The lubricant containers shall be labeled with manufacturer's name. 4) F'Ire Hydrants: a) The Contractor shall furnish and install ail fire hydrants at substantially the locations as shown on the drawings and details. Hydrants Mall be of standard manufacture, of the non-freezing type having a full flow valve and of a type which may be easily lengthened by adding extension sections. Each hydrant shall be fitted with one pumper (5 1/4") and two hoses (2 1/2") nozzles. The nozzles shall hove Notional Standard Thread unless otherwise required to conform with thread size in use on the existing hydrants with a valve opening of not less than 5" and 6' inlet connection. The direction of the hydrants main valve opening shall be LEFT (counter clockwise). DATE: 03-19-1997 TIME: 15:23 nLE: IN: \94399\20004\CAD\ENGR\94399C22 USER: gilfro b) Hydrant barrels shall be constructed in such a manner that it is not necessary to cut off the water or to excavate to make repairs. The barrel of the hydrant shall be constructed in sections which are to be joined in such a manner that the upper section of the barrel extending above the ground may be separated from the lower section by impact without injury to the stem or the barrel. c) The main valve construction at the bottom of the hydrant shall be such as to permit the water to drain from the hydrant barrel when the main valve is closed. The main valve stem seats and packing glands are to be of bronze or approved rust resisting metal and to be constructed in such as manner as to be easily replaced without excavating. d) Hydrants shall be Kennedy Guardian K-81, Mueller A423 or American Darling 862. ( 5 1/4" - 2 1/2" - 2 1/2" nozzle), 4 1/2 feet bury depth. e) Hydrants shall conform to AWWA standard C-502. f) Hydrants shall be painted SHERWIN WILLIAMS Safety Yellow Paint Number B5037, or approved equal. 5) 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 the following requirements: a) Valves in PVC pipe (4" - 12") shall be iron body, bronze mounted, resilient seated gate valves conforming to AWWA Standard C- 509 They shall open LEFT (counter clockwise). Valve shall be mechanical joint ends and valve stems shall terminate in 2 inch wrench nuts. Butterfly valves shall be used for 14" or larger mains, conforming to AWWA Standard C504. Butterfly valves shall be body bronze mounted resilient seated with a 2" square nut operator, open LEFT (counter clockwise) Mueller B-3211-20 or approved equal. b) Ball valves in 2" or 3" PVC shall be standard brass body ball type, round way and conforming to AWWA Standard C-800, with T -heads fitted with female threads. c) Corporation stops shall be 3/4" as manufactured by Ford F-1000 or Mueller 6- 25008 or approved equal, having AWWA taper threaded inlet and copper compression outlet. d) Curb stops shall be 3/4" as manufactured by Ford B44-333 or Mueller B-25209 having compression copper fittings on both ends. e) "POST -CAP" or other approved valve box aligning discs shall be used on all valves. f) Curb stops shall be a 3/4" brass locking device Mueller II -14338 or approved equal. g) Locks, when required for valve box lids or curb stops shall be American Lock Company USA Hardened Series 5200 with 1 inch shackle and key #43533. No substitutes permitted. 6) Valve Boxes: Shall comply with the following requirements: a) For iron body valves, valve boxes shall be approved standard buffalo -type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 1/4 inches. Valve box shall be a Tyler 6855 series or approved equal. Bury depth adjusted to fit field condition. b) For curb stops, valve boxes shall be Tyler 94E series or approved equal. c) For deep installations, 6" ductile iron or schedule 40 pipe may be used to extend valve box to grade utilizing a Top Hat Box, Clay alt Bailey CB -2194 or approved equal. Deep valve boxes shall use a centering ring and stem extender device to bring valve nut to within 4 1/2 feet below grade. Stem extender shall be bolted onto operating nut. d) For locking valve loop lid, lid shall be a Tyler 5 1/4" LLW or approved. 7) Water Meter Pit shall be 18" or 48" diameter, + 48" long Midstate Polyethylene meter file, Sonoloc PVC or approved equal. 8) Water Meter Pit Lid shall be a 18" or 24" Tyler 6150, Ford C-32, Mueller H 108x10 with a small operating nut (Standard Water Works Pentagon) or approved equal. 9) Gate Valve Box alignment rings shall be POSI-Cop, LeRon or approved equal. 10) Mechanical restraining devices for either PVC or Ductile iron may be used in lieu of concrete thrust blocks, and when used shall comply with manufacturer's recommended installation procedure. Such devices shall consist of any one of the following: a Megolug with rods' b Retainer gland" c Anchor coupling d Grip ring e Standard rod procedure (5/8" threaded rod anchor eye bolt, Duc-lug, etc.) *As manufactured for type of pipe material used. "NOT TO BE USED ON PVC PIPE 11) Temporary Flush Stack Valve: Shall be those manufactured by Mueller or Ford Corporation (H-10283 or H-10291), or equal. 12) SLIMUNE 2" Flushing Hydrant sholl be an Aquarius One -O -One GHS 2" flushing hidden hydrant located in a standard 18" meter pit with lid. The discharge line shall not include the 45' Bend, but shall otherwise conform to the detail included herein. VI. DISPOSITION OF UTILITIES: 1). Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 2) 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 contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and the design engineer of any changes, errors or omissions found on the plans or in the field before work is started or resumes. 3) Were active utilities are encountered, but not shown on the drawings, the Design Engineer and City Engineer shall be advised before work is continued. If in conflict, the City Engineer in consultation with the respective utility shall jointly determine a plan of action. The location of such active utilities shall be recorded on the construction record drawings. 4) Existing Improvements: The contractor must maintain in operating condition, all active utilities, sewers and other pipe or cable systems that may be encountered. 5) Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Design Engineer and the City Engineer. They shall be removed, plugged or capped as directed by the City Engineer and recorded on the construction record drawings. VII. PROTECTION OF TREES 1) General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started. Excavated materials shall not be piled within drip line of trees to be saved. Remove interfering branches by cutting without injuring trunks and cover sears with tree wound dressing. VIII. BENCHMARKS, SURVEY MONUMENTS AND CONSTRUCTION STAKES. 1) Contractors shall be responsible for maintaining all bench marks, survey monuments, construction stakes and other reference points within the construction limits of his particular contract: If disturbed or destroyed, the contractor shall be responsible for their replacement by the Design Engineer/Production Stoking Engineer, t% r .V h- W All �. • 000 rn ZI 00 0 V a am 1` I em CYZQ'V QLL_ QZ _Z a cy-N a u J N a 0 �<ro I L' I N n �- M I- � L 00 co V �l Pe) I O 141 It >W Q, o Z I < Q4 0 l:3' — ` M I, W I 1. 0 - of C `�ptl\1111111111111 1111'1'/' ' . r No 920299 STATE OF "NINALIIIa°��\``\`\ olnal.i eF 0 1' • ' •LIt 0802 980528-20100 1. The Indiana Department of Highways, Standard Specifications 1988, are the basic materials and reference specification. The sections noted below for various items are to clarify the intent of the requirements for this project. Please note that other sections of these Standards Specifications No construction is to occur within the City of Carmel dedicated right of way nor may any storm sewer lines be installed until the Developer and their contractor recieve a signed set of plans from both the City of Carmel Engineer Department and the Hamilton County Surveyor's Office. SECTION 01040 - SAFETY SECTION 02220 -EARTHWORK 1. Contractor shall take all necessary precautions for the safety of persons and the protection of the work and Scope of Work adjoining property. Contractor shall comply with all applicable provisions of federal, state and local safety Extent: The work required under this section consists of all common laws and building codes. excavator, filling, rough grading, backfilling and related items necessary to complete the work indicated on the drawings and 2. Contractor shall erect and properly maintain at all times, described in the specifications. as required by conditions and the progress of the work, all 1. In general, the items of work to be performed under this necessary safeguards for the protection of the employees of section shall include: fill compaction and rough and finish Contractor, his subcontractors, Owner and its lessee, - L___ _[ 4L,_ r c; --A c,., u,o gradinq of entire site as indicated on the drawings SECTION 02510 - STREETS AND PARKING LOTS J. HII wul"I'lunarnN nun wniFir o,,,l v,a, and Health Administration Standards. 2. Fill material: shall consist of earth obtained from cut The work required under this section includes all concrete manhole covers, valve boxes and similar structures located areas, borrow pits or other off-site sources. Earth shall within areas to be paved, and make, or have made, any complete the work indicated on drawings and described in the necessary adjustments in such structures. be free from vegetable matter and other deleterious 2. These specifications in themselves, or when combined with All streets, parking areas in contract limits substances and large rocks. Fill obtained from off-site the American Institute of Architects (AIA Document A201) SECTION 01340 - SHOP DRAWINGS AND SAMPLES shall be of kind and quality as specified for fills and the concrete on a muddy or frozen subgrade. General Conditions of the contract for construction shall) Signs, concrete slabs B. Forms: All forms shall be free from warp, tight enough source shall be approved by the owner. The fill material considered as part of the contract. 1. Submit all drawings, diagrams, illustrations, schedules, Concrete: Plain concrete pavements shall be constructed in shall be placed in layers not to exceed six inches following 3. B executing the Contract, Contractor represents that he has By g P performance charts, instructions, specifications and other compaction. Moisture content of fill material will be such that compaction to specified density is possible. All fill smooth immediately before concreting. acquainted himself with the site and has made all project data illustrating portions of the work as required by the specification sections. Such submittals, whether or beneath paved areas, floor slabs and future buildings shall with Portland cement and water. Minimum cement content evaluations and investigations necessary to a full not referred to as sl) drawings herein prescribed. Unless op g P shall be 6 bags per cubic yard of concrete and maximum water be compacted to at least 95% of the modified Proctor maximum understanding of any difficulties which may be encountered otherwise noted in the specification sections, submit a dry density (ASTM -D-1557) or higher if recommended by Soils Engineer, of 35 degrees F. or less, paragraph 702.10 of the in performing the work within the time frame allotted. minimum of five (5) sets of shop drawings to Project Indiana Department of Highways Specifications, latest See soil boring t b g re Pory ------------------ of 2 inches. The slump of machine placed concrete shall be revision shall be followed. Engineer, Two (2) sets wit be returned to Contractor no less than 1-1/4 inches nor more than 3 inches. Standard Dated All construction operations must be constructed as shown unless otherwise requested. strength of concrete at 28 days shall be 4000 psi. All in the approved construction drawings. Variances from exterior concrete shall have air entrainment of 5% to 8% by 3. Excavate, replace and dispose of site soil materials volume per ASTM C-260. Retempering of delivered concrete the construction drawings must be approved by the appropriate 2. Do not commence any portion of the work requiring a shop will not be allowed. Concrete shall be composed of: determined to be unsuitable by Project Engineer or Soils department before it is constructed in the field. All items which drawing or sample submittal until the submittal has been Engineer if Engineer so directs. on center and 5' on all curved radii.. are not constructed as shown in the approved drawings will result in the removal and reconstruction of the items) approved as prescribed herein. All such portions of the work shall be in accordance with approved shop drawings or 4. Replace unsuitable soil materials with Common Fill Materials without any negotiations. samples. C. Water: Shall be clear and free from injurious amounts specified and backfill, compact and grade the replacement of oils, acids, alkalies, organic materials or other materials as specified herein. 4. Any soil investigation data furnished to Contractor by Owner 5. Dispose of unsuitable soil materials on site in the area Welded Steel Wire Fabric:. Where required for concrete. s hall be for the convenience of Contractor, and Owner will reinforcement shall conform to ASTM A185. designated by Engineer and seed as noted. Bury pits can be not be responsible for an variance in actual conditions P Y SECTION 02110 - SITE CLEARING 4. utilized in nonstructural fill area not restricted by other as practical and maintained at an elevation slightly below the with such data or interpretations or conclusions drawn meeting ASTM D-544, except that premoulded joint filler used curbs (max. 1"). As the backfill settles, it shall be regraded as easements to obtain suitable fill material and waste in concrete walk construction may be either non -extruding or therefrom. Data on subsurface conditions do not constitute 1.'i Scope of Work resilient. unsuitable soil and unused topsoil. 5. a representation or warranty of the continuity of such the construction of bituminous pavements shall comply with 16. Concrete Walks and Exterior Steps conforming to Section 604 conditions. Clearing and grubbing shall consist of cutting, removal and 6. Contractor will be compensated for excavation, replacement 5. Contractor shall schedule a pre -construction conference with satisfactory disposal of all trees, down timber, brush, projecting roots, stumps, rubbish, boulders, broken and disposal of unsuitable soil materials for soil other than noted on plans based on the volume of excavation, time 6. the City of Carmel, Surveyor's Office, and County SWCD concrete, fencing (as designated), and other material on the and the contract unit price of the specified fill. to provide proper drainage. Engineer prior to start of construction to review the plans project site as indicated on the Site Demolition Plan. total. Material shall be free from an excess of flat, and scope of project. Contractor shall obtain latest set of drawings prior to start of construction. Minor changes may 2. All debris generated from the clearing operations stated in 7. Perform earthwork operations to establish required be made if all reviewing agency approvals are not granted drawings. Item 1 shall be removed and legally disposed of off the "Bury " Compacted aggregates shall be graded as follows: elevations and dimensions within the following tolerances, except that no tolerance 4ll be permitted that would allow before bidding. Changes in cost shall be negotiated prior 9 9 9 P to physical construction based on unit prices submitted on 17. Bituminous Pavement: Hot asphalt concrete pavement shall be project site; unless a -Pit , approved by the Construction Manager and Developer, can be utilized in an a lesser size than indicated for footings and foundations or 9 the contract documents. Highways Specifications, latest revisions. Paving will not area where it shall not be beneath building areas and/or 1" 80-100 a lesser thickness than indicated fdtoving, paving base courses and concrete floor slabs -on - 3/4' 70-90 temperature is 40 degrees F. and falling. pavement areas and shall not be located in on area where any Y 6. The Contractor shall contact all utility companies to locate utility structures are located or where impoundment of -4 �" 18. Compacted Aggregate Subbase: The thickness shown on the A. Under buildings and paving areas & swales "-+ 0.10 feet. #8 25-50 all mains, conduits, service lines, etc. in the construction surface drainage may occur. 9 Y b< #30 12-30 B. Other Areas: + 0.20 feet. affected area. Existing utility structures are shown here in accordance with available information at time of design. 3. Materials shall not be disposed of by burning unless 8, Place topsoil to minimum depths indicated on the planting 100% of maximum dry density in accordance with Section The location and protection of utility structures and P y approved by the local Fire Marshall and the Construction Mona and all required permits are obtained b the ger. p Y 304.05. Along curbs, headers and walls and at all places " -- plans in each respective area. Place topsoil in 6 L.onder courses or between binder and surface courses, apply facilities, their support and maintenance during Contractor. complete tack and prime coating. Place binder and/or compacted lifts and develop smooth planting surfaces. construction (in cooperation with applicable utility), is tampers. Subgrade shall be scarified 3" to 6" in depth before topsoil the express responsibility of the Contractor in the performance of the Contract and ire the preparation of the p p P 4.'i Traffic: Conduct site clearing operations to ensure minimum 19. Construction within Right -of -Way. All street construction is spread. Remove all vegetation, stones, roots and rubbish from topsoil and rake to even surface. Carefully spread constructed asphalt or portlond cement concrete and bid. The contractor shall motif the engineer of an y 9 Y interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct surfaces abutting or projecting into asphalt concrete topsoil to meet walks, paving, adjacent properties, and be _ changes, errors or omissions found on these plans or in the g P field before work is started or resumed. Extra care should streets, walks or other occupied or used facilities without free of low spots, Finish grade shall be + 1" of finish grade elevations shown on the grading plan. 20. Pavements built by stage construction, that is pavements be taken where a long time period occurs between design and permission from the appropriate governmental agency, see used to carry traffic before the full pavement structure is B. Apply prime coat over compacted base stone. Apply construction. Traffic Control Plan. 9. Settling: Where settling is measurable or observable at 7. The contractor shall be responsible for obtaining P 9 or 5. Protection of Existing Improvement: Provide protections excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add satisfaction of the City of Carmel before an additional stage verifying that all permits and approvals ore obtained from necessary to prevent damage to existing improvements 'i y P g g P is constructed. backfill material, compact, and replace surface treatment. AASHTO M140 (ASTM D 997) or M208 (D 2397); SS -1, SS -1H, the respective private, City, County and State agency prior indicated to remain in place. CSS -1 diluted with one part water to one part emulsified Restore appearance, quality, and condition of surface or to starting construction. The contractor shall also be responsible to comply with the conditions set forth within p p y a. Protect improvements on adjoining properties and on 8. finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. issuance of the first occupancy permit, whichever occurs each permit. rubber base, factory mixed, quick drying, non-bleeding: Owner's , property. conforming to Fed. Spec.- TT -0-115C, Type II and conforming 8. It is the responsibility of the developer and contra or to to ISHSS Section 908. b R _ original 10. Removal from Owner's Property. Remove waste materials, including surplus excavated material, unacceptable excavated sizes and colors on reflective surfaces. throughout the o t. Grading: Do any necessary grading to that performed in conditional, as ` h�ovng accordance with Earthwork Section, to bring subgrades, after maintain quality control management q Y 9 9 1� final compaction, to the required grades and sections for Nrisdiction. site improvement.. material, trash and debris, topsoil, and legally dispose of Failure to do so may result in removal and replacement of y P shall be furninshed at the developers expense and installed by 10. Preparation of Subgrade: Remove spongy and otherwise the City of Carmel in conformity with the Indiana Manual on Uniform Traffic Control Devices. The signs shall be delivered prior it off project site unless otherwise directed. The location unsuitable material and replace with stable material. No the defective work. It is recommended that the developer 6. :.t<: Protection of Trees and Protect Exr9tng of dump and length of haul shall be the Contractor's and posts shall be standard sizes and colors on reflective surfaces. have a qualified supervisor on the job of all times during ; existing trees and other vegetation indcoted to remain responsibility. construction. dry density as determined by the provisions of AA`)'I I fO T-99. inplace, agent unnecessary cutting, breaking or skinning Water shall be prevented from standing on the compacted 9. It is essential that the work to be done in conjunction with subgrade. Clay and silty clay soil shall be compacted at a of roots, skinning and bruising of bark, smothering of trees moisture content 1% to 2% above optimum moisture to reduce this project be installed according to these plans and future volume changes. All testing shall be performed by a by stockpiling construction materials wilthin drip line, qualified Soils Engineer. specifications. Upon completion, the Engineer will be Acceptance of Subgrade: The placing of the stone base excess foot or vehicular traffic. or parking of vehicles constitutes that the paving contractor has accepted the required to certify to certain portions of this project. condition of the subgrode and accepts full responsibility within drip line. Provide terlpariary, guards to protect trees for maintaining the grade elevations and contours indicated Therefore, it is necessary that the work being performed on the Drawinqs. Subgrade shall be inspected and tested by and vegetation to be left standbg. the appropriate governmental agency prior to pavement comply with these plans and specifications in order to obtain acceptance by the governing agency. Any damaged or 7. All trash and lose debris is to be picked up and disposed of Should the paving contractor refuse acceptance of the defective work will be the contractor's responsibility to subgrade, he shall notify the General Contractor immediately at least once a week. OutffaA structure of proposed talar Is of the deficiencies. Should the paving contractor fail to correct or replace. All changes or discrepancies in plans notify the General Contractor of any deficiencies and/or to be kept free of all trash. proceed in the placing of the stone base, said actions shall shall be reviewed with the engineer prior to implementing constitute acceptance of subgrade. changes in field. SECTION 02210 -STRIPPING , r 10. Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor 1. Ihe. J nntracta shall remv+re d topsoil in the orens to be shall contact engineer. Boundary lines of property have occupied by roads, porkbg arew walks buadings and been established on the plans and contractor shall exercise designoted future buildhl fiN areas. Topsol shall be care that building lines are established in accurate removed to a depth of circ (6) ipches or deeper, if conformity with dimensions indicated. For construction and neve..-ory, to remove vegetative' matter where required. grading purposes, a bench mark has been esloblished; the it site lice; been recently stripped, the topsoil -d,all he removed to elevation is indicated on the drawings. All vertical depth required to remove all roots as required by engineer dimensions and final grades ;hall be establishrd from the or Ileahill lab. bench mark. 11. All quantities given on the prints, verbally or in the Sropc 7 Ic clrxp) :�ndl be kept separattd from suilat,lc• till nnrlclicrls of Work section are eslirnalc:, and shall he cunlinncc) by Ihc, and areal not hrr used as 11111111under pavement and huildinq bidding contractor. ar err:. 12. Contractor shall be required to maintain records of all 3 topsoil shall be stored at a location where it dors not as -built drawings and constnrrlion activity daring the ,• with ��MranuaNrn operations. cowdruclion procer,s. All as built drawings :hall I - submitted to the [ngineer upon completion. submitted 4 Infi-,nit shall be reasonably free from subsoil dehris, t.Iotlfrt etc. SECTION 01020 .- QUALITY OF W(NiK S Ichr.,oil shall be: sprea# am QA areas to receive :,eeding onul Ianrkx:c T*. I ailidaceptrd islands and pkrnling area shaft 1. Perform all work in the most workmanlike manner and have a minimum of Ac* of topsoi and seeded or sodded according to the best standard practices. All work shall he ro"r'; !bail hnvr a gkinkfiWo of 6 inches of tcq,T,c,d spread. free from faults and defects in workmanship. fi I xc.•ss topsoil to be +jfockpied in the areas dr. signaled on 2. Cnnfrartor .hall he coley iw pom;ihle for quality rnnhol of Ihe• cpadinl Ilan, or Pkmoved from the :ate: if diiet led by the work and ;hall maintain qualify control Over supplirr c, the owner cs c-nclinccY, manufacturers, products, services, site conditions and workmanship 10 produce work of specified quality. 3. Required testing and inspect,on are intended to assist in determinotion of probable c wnpliunces of Ihe work will) Hie Contract Documents but do n,,l relieve Contractor or Subcontractor of if spom,ihilily for those cornpliorice::. Specified testing and inspection ore not intended to limit Contractor's quality control program. SECTION 02510 - STREETS AND PARKING LOTS 1. Scope of Work 13. Utility Structures: Check for correct elevation of all The work required under this section includes all concrete manhole covers, valve boxes and similar structures located and bituminous paving and related items necessary to within areas to be paved, and make, or have made, any complete the work indicated on drawings and described in the necessary adjustments in such structures. specifications, including but not limited to: 14. Placing Concrete: All streets, parking areas in contract limits A. Subgrade: Place concrete only on a moist, compacted Curbs and gutters subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. Signs, concrete slabs B. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain 2. Concrete: Plain concrete pavements shall be constructed in their shape and position without springing or settling, accordance with Section 501 of the Indiana Dept. of Highways when concrete is placed, Forms shall be clean and Specifications. Concrete shall be ready -mixed concrete and smooth immediately before concreting. shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content C. Placing Concrete: Concrete shall be deposited so as to shall be 6 bags per cubic yard of concrete and maximum water require as little rehandling as practicable. When content shall be 5.5 U.S. gallons per sack of cement, concrete is to be placed at an atmospheric temperature including moisture in the aggregate. Slump for normal of 35 degrees F. or less, paragraph 702.10 of the weight concrete shall be a maximum of 4 inches and a minimum Indiana Department of Highways Specifications, latest of 2 inches. The slump of machine placed concrete shall be revision shall be followed. no less than 1-1/4 inches nor more than 3 inches. Standard test ASTM C-143 shall be used to measure slump. Compressive 15. Concrete Curb and Gutter: strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by A. Expansion Joints: Shall be 1/2 inch thick premoulded at volume per ASTM C-260. Retempering of delivered concrete ends of all returns and at a maximum spacing of 100 will not be allowed. Concrete shall be composed of: feet and at all inlets. A. Portland Cement: Conforming to ASTM C-150, Type IA or B. Contraction Joints: Unless otherwise provided, contraction joints shall be sawed joints spaced 10 feet Type IIIA. on center and 5' on all curved radii.. B. Aggregates: Conforming to ASTM C-33. C. Finish: Tamp and screed concrete as soon as placed, and fill any honey combed place. Finish square corners to C. Water: Shall be clear and free from injurious amounts 1/4 inch radius and other corners to radii shown. of oils, acids, alkalies, organic materials or other deleterious substances. D. To prevent underming by water, curbs shall be promptly and carefully backfilled after application of curing protection, 3. Welded Steel Wire Fabric:. Where required for concrete. which shall take place immediately after the slip forming or reinforcement shall conform to ASTM A185. removal of forms. Curing shall meet Section 501.17(e) of the Standard Specifications. Backfill shall be compacted as soon 4. Premoulded Joint Filler: Shall be of non -extruding type as practical and maintained at an elevation slightly below the meeting ASTM D-544, except that premoulded joint filler used curbs (max. 1"). As the backfill settles, it shall be regraded as in concrete walk construction may be either non -extruding or often as necessary to keep it slightly below the curb. resilient. 5. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements shall comply with 16. Concrete Walks and Exterior Steps conforming to Section 604 the Indiana Department of Highways Specifications, per of the Indiana Dept. of Highways Specifications. latest revisions (Section 403). A. Slopes: Provide 1/4 inch per foot cross slope. Make 6. C acted Aggregate Subbase: Shall be crushed stone or adjustments in slopes at walk intersections as necessary ovel. Crushed gravel shall be a minimum of 35% crushed to provide proper drainage. material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, B. Dimensions: Walks and steps shall be one course elongated, thinly laminated, soft or dissintegroted pieces; construction and of widths and details shown on the and shall be free from fragments coated with dirt. drawings. Compacted aggregates shall be graded as follows: SIEVE SIZE % PASSING 17. Bituminous Pavement: Hot asphalt concrete pavement shall be as specified in Section 403 of the Indiana Department of .-1-1/2" 100 Highways Specifications, latest revisions. Paving will not 1" 80-100 be permitted during unfavorable weather or when the 3/4' 70-90 temperature is 40 degrees F. and falling. 1/2" 55-80 #4 35-60 18. Compacted Aggregate Subbase: The thickness shown on the #8 25-50 drawings is the minimum thickness of the fully compacted #30 12-30 subbase. Compaction shall be accomplished by rolling with a 1200 5-10 smooth wheeled roller weighing 8 to 10 tons. Compact to 100% of maximum dry density in accordance with Section 7. Tack and Prime Coats: To assure bond between base and 304.05. Along curbs, headers and walls and at all places L.onder courses or between binder and surface courses, apply not accessible to the roller, the aggregate material shall complete tack and prime coating. Place binder and/or be tamped with mechanical tampers or with approved hand suface course immediately after applying tack or prime coat tampers. aft0lillimecified drying time. A. Apply tack coat to contact surfaces of previously 19. Construction within Right -of -Way. All street construction constructed asphalt or portlond cement concrete and within the lines of dedicated right-of-way shall be in accordance with the Specifications of the City of Carmel. surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gallon per square yard of surface. Cut-back asphalt type: AASHTO M 82 (ASTM D 2027) MC -30, MC -700, MC -250. 20. Pavements built by stage construction, that is pavements used to carry traffic before the full pavement structure is B. Apply prime coat over compacted base stone. Apply in place, will have each stage used by traffic inspected by material to penetrate and seal, but not flood, surface. the City of Carmel, for distressed areas before the Cure and dry as long as necessary to attain penetration next stage is started. Distressed areas will be repaired to the and evaporation of volatile. Distribute at a rate of satisfaction of the City of Carmel before an additional stage 0.2 to 0.5 gallon per square yard. Emulsified asphalt; is constructed. AASHTO M140 (ASTM D 997) or M208 (D 2397); SS -1, SS -1H, 21, Street Signs: Street name signs shall CSS -1 diluted with one part water to one part emulsified be furnished at the developer's expense and installed prior asphalt. to the release of the performance bond or prior to the 8. Striping Materials: Traffic paint, white, chlorinated issuance of the first occupancy permit, whichever occurs rubber base, factory mixed, quick drying, non-bleeding: first. The signs shall be installed on one post at each conforming to Fed. Spec.- TT -0-115C, Type II and conforming street intersection at an appropriate spot in the northeast to ISHSS Section 908. corner wherever possible. Signs and posts shall be standard sizes and colors on reflective surfaces. 9. Grading: Do any necessary grading to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement.. 22. Regulatory and Warning Signs: Regulatory and warning signs shall be furninshed at the developers expense and installed by 10. Preparation of Subgrade: Remove spongy and otherwise the City of Carmel in conformity with the Indiana Manual on Uniform Traffic Control Devices. The signs shall be delivered prior unsuitable material and replace with stable material. No to the release of the performance bond or prior to the issuance traffic will be allowed on prepared subgrade prior to of the first occuponce permit, whichever occurs first. Signs paving. and posts shall be standard sizes and colors on reflective surfaces. 11. Compaction of Subgrade: The first 6 inches below the subgrade shall be compacted to at least 95% of the maximum dry density as determined by the provisions of AA`)'I I fO T-99. Water shall be prevented from standing on the compacted subgrade. Clay and silty clay soil shall be compacted at a moisture content 1% to 2% above optimum moisture to reduce future volume changes. All testing shall be performed by a qualified Soils Engineer. 12. Acceptance of Subgrade: The placing of the stone base constitutes that the paving contractor has accepted the condition of the subgrode and accepts full responsibility for maintaining the grade elevations and contours indicated on the Drawinqs. Subgrade shall be inspected and tested by the appropriate governmental agency prior to pavement construction. Should the paving contractor refuse acceptance of the subgrade, he shall notify the General Contractor immediately of the deficiencies. Should the paving contractor fail to notify the General Contractor of any deficiencies and/or proceed in the placing of the stone base, said actions shall constitute acceptance of subgrade. SECTION 02620 - UTILITIES (Gas, Electric, Telephone and T.V.) 1. Utilities: 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 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 or in the field before work is started or resumed. 2. If active utilities are encountered but not shown on the drawings, the Engineer and utility representative shall be advised before work is continued. 3. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer and utility company. They shall be removed, plugged or capped as directed by the utility company and Engineer. 4. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 5. Granular backfill shall be required for all utility crossings under pavement areas except for utilities which are bored or pushed under street. 6. Conduit shall be required for all crossings under pavement areas. Contractor shall coordinate with each respective utility for their location and installation. Conduit shall be 4" PVC Schedule 20 or approved equal. 7. Existing storm sewers, sanitary sewers, water mains, gas mains, electric ducts, telephone ducts, steam mains and other underground structures have been shown on the plans according to the best available information. The exact location and protection of these facilities and structures, their support and maintenance in operation during construction (in cooperation with the proper authorities of the utility involved), is the express responsibility of the Contractor in the performance of his contract and in the preparation of his bid. 8. All electrical light posts must be set back in the designated utility easement as shown in the construction plans, Any lights which are installed within the dedicated right of way shall be removed and/or relocated at the Developer's expense. et "ll 980528-20100 Ic L, T L, L, 41 C All ..... .................... ......... ..................................... \ % 8 9 ..................... ........ Q- ........ ..... .. . ..... . . ....... ....... 0 V) 34- OC LLJ o V) .......... .......... .......... ................ .................... rF .............................. ..................................... . ........... ..... M. E, PROPOSED VALL- SEE DETAIO� SHEET C9 o -7 ............ ..... 1 + D, 8 Q -7-7 0 0 7 ,981 19/i Bg4 .... ...... "cD 0 iii o V UJ v' 19 "T A on ll a :a- rt- .. . ........... 0 o+o Lr GRAVITY WALL PL I NOTE: PROPOSED RETAINING—WALL 1 TO : B KEYSTONE, ALAIN BLOCK OR EOVI LENT 11 'wow DON'T DIG SLIM 1-800-38 -5644 Clu mu *-800-426-6200 m ow WINE w Mwo Sam LOCAMM OF OU 11 IN I WGUMMA VMM NMONMPLM ARE BASER UPON ABOVE atom r or P owoft m ad bow * nwhft Mft vdft OW WOW wab vw I= AME PECUM m M M%T&"WK QM EXI= tN=MM MKS FOR 00 MX 6 NO mg at EMU OR FOR No No ON 0MM EM OU 06 OMM N EXACT LOC4104 Or SAID EMU WOUMM UIUM 9M K VEIM BY THE CONTRACTOR Pmw To ANY AIO All COIISIINIC110N GRADE AT WALL 890 /EXISTING 890 1IL411111 PAP PROPOSED GRADE — WEST SIDE OF WALL 885 831 %885.83 ITW 884.501 885.17 4 CAP 885. 883.83 0-70 4.501 bi 885 Cl, 876,331 885 K�L3 �17 - W R7R-14N V, v, N/ I./ l./ N/ .. I I/ %V 881.831 .50 \/'V \ool \ol \.00 76,331 "Zo 41.10 41.10 '��to 1-Z N/ IV �04, \ol IV 8V0•VV 881.17 NI ll� 100, 11 V N/ 1878.a V 880 IV 880 I �11 \olz V \1'✓ 'V V\/ N/.. -v v I TIMI-IM011 42.- LEVELING PAD PROPOSED GRADE EAST SIDE OF WALL 875 . . . . .............. 875 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 'wow DON'T DIG SLIM 1-800-38 -5644 Clu mu *-800-426-6200 m ow WINE w Mwo Sam LOCAMM OF OU 11 IN I WGUMMA VMM NMONMPLM ARE BASER UPON ABOVE atom r or P owoft m ad bow * nwhft Mft vdft OW WOW wab vw I= AME PECUM m M M%T&"WK QM EXI= tN=MM MKS FOR 00 MX 6 NO mg at EMU OR FOR No No ON 0MM EM OU 06 OMM N EXACT LOC4104 Or SAID EMU WOUMM UIUM 9M K VEIM BY THE CONTRACTOR Pmw To ANY AIO All COIISIINIC110N lag 0 W§l L • OD Z 00 0^E 0 W LX o< <x .2 *L- cy. z z VAN2. • C,j CL ^ ° , rl% z r - C.4 W 00 lz cc .4c >m CQ CMnr rf C902 1IL411111 PAP lag 0 W§l L • OD Z 00 0^E 0 W LX o< <x .2 *L- cy. z z VAN2. • C,j CL ^ ° , rl% z r - C.4 W 00 lz cc .4c >m CQ CMnr rf C902 SAL DOOM PLAN NOM 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SWILL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-STE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION CONTRACTOR SHALL ENSURE it i I THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. i' PROPOS® DEMOLITION LEM offi rn OTO BE ABANDONED N PLACE O EXISTING TO REMAIN. ? i i z ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED J 6 W cr <Z<z� ® TO BE SALVAGED ®BACKFILL WITH GENERAL BACKFILL MATERIAL w w CL v z a in u0z5azz m z < z K <a SC SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFILL WITH GRANULAR MATERIAL < W J W J J DBACIU 10N KEY NOTES ■ V00 ZI 00 O TP TREE PRESERVATION . M 0 WU CONSTRUCTION LIMITS O C CONSTRUCTION FENCE Q irZ'v < ? z Qa V ... O N a- 0 ■ n Q F,ZQ� 0 �! ?I w N 00 M ; E. a z o v x uJw Z a ha z oco o zco co W CJ z Z 0 o. mmo BY. i Qj0. � rr 920299 STATE OF AL rrannrnunm�` Dram Br ChecMed Br BRUCE HAM swat I %1w C104 D* f 07- -20M , GOOK DOWU ON PLAN NOTE& 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SWILL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SWILL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SWILL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPOSED DEMOIJTtON LEGM OTO BE ABANDONED IN PLACE O EXISTING TO REMAIN. ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED OTO BE SALVAGED ® BACKFILL WITH GENERAL BACKFILL MATERIA. SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFILL WITH GRANULAR MATERIAL OBAOUTM\ ISG 1 NOT m TP TREE PRESERVATION CONSTRUCTION LIMITS IN 1 1 i I� f l.' zd� �Zz Ow = V N to Z Q W Z Q Z r (. U 0.2 ~ Q 0� �Wt`i000-0i z0� L)c3zza 5azz PC zQz�QQ W J W J J • • • • • • • ■ 00 00 L ^ E i. uiU N a XQ '0 Q 25 LL- - = a VQ �N 2 � J � N a 0 i �ar-,- ^Qr'p t .. J ZNw j co z a . a � o cv LU �� W Zco z�� - w 04 Z to W1 � CTA c� lL . Fry: 1 `1111111111111111111i// NN °JG '1OaTERFo\F�; i No. = 9202991 11 STATE OF i � = I v G�l s "lo,, I' 11 11,1"'``\\ \ Droa1 Dr: Owdosa ar BRICE HAGN Scot.: 0 scow ,• i, smell C105 Dol. OBOUS-20= F_ SEWAGE ESMT. PER INSTR. N0. 91-09874 / FE CE 0 BE REM /G x � Q) o\1 x /G GAS LI E / MARKE V /G x /C) 33' \ /G x 876 I 1S TYPE (4SBCx ` Classific ) WETLANDS '/SCALED 'NATIONAL ETLAND NTORY MAP', MEL DATED � o CS O 1�0 87, co fIN co 00 cp, s c V Ix s x d, I (1> - - Ix x I � I �j x co co cj 0 ':'69 E S. LIN , N. HALF, SE 1/4, 1/4, SEC. 27 -18N -3E �x x X x x-- x x N 89-14 " E 69 96' ZONE A FLOOD 868 BOUNDARY B.F.E.=870.0 D \ e c,v ee R ��v & Q 1K% ti 1n tK7C ORAL 0WOUTION PLAN NOTES. 1. THE CONTRACTOR SHALL VERIFY EXISTINC UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COWNTE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SWILL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER WAWA IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPOSED DEMOLITION LEGM � �2 Z OTO BE ABANDONED N PLACE O EXISTING TO REMAIN. z z W ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED0 J W QFF?� OTO SALVAGED BACKFILL WITH GENERAL BACKFILL MATERIAL w o a Z N � c=�3zz cczaz as SC SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFlLL WITH GRANULAR MATERIAL Q W J W J J DEMOUTION KEY NOTES V °° ZI 00 O TP TREE PRESERVATION ■ ■ , N o U CONSTRUCTION LIMITS`t Q 9- �zQ. CONSTRUCTION FENCE Q QZ a Q— O� a O +. N a_ v r < ro oto J ? I w N 00 M v a � a � z c.) O J O c1q Lu � O o a k° O� CA pp z V V z H W z a cE eY: JG E fy N0. 920299 STATE OF L fflull 111111100 BRUCE NAGN scol0 SCOW 1- -40 som C106 D& a-zo�oo 878 Fla CS O 86 s S. LIN N. HALF, SE 1/4, 1/4, SEC. 27 -18N -3E X X cpl s c 00s a \I CI -01 \ r REMOVED 874 873 872 871 870 _ Ix x I Ix x I TRE A D BR SI TO E EMOV D x I cv co Go I \ \\ N POND I TO EB,E REMOVED BRUSH J N TO —C REMAIN 00 6z � � r 0) OD co ^ti / °p m LO 1�p 1 s& 00 0 M r Z. N O 0 M m D( �I r*m� N v 00 Z LA rrt CPI s A 0 n 00 POOL cpl 0 I I I I I I I I I I I 1. THE CONTRACTOR SWILL. VERIFY EXISTING UTIUTY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR %ALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SWILL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPUNE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAMIGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SWILL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPM DEMOLM LEGM OTO BE ABANDONED IN PLACE O EXISTING TO REMAIN. ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED ® TO BE SALVAGED BACKFlLL WITH GENERAL BACKFILL MATERIAL SAW CUT A CLEAN EDGE - SEE NOTE 6. BACKFILL WITH GRANULAR MATERIAL DEMOLgU KEY NOTES TP TREE PRESERVATION��Yi►'rV..♦ CONSTRUCTION CONSTRUCTION FENCE 1<1 HL ~N a� F -W N J W w6z C W = U (K N U J Wcr aW Z F zz— �W poaN Zvr0zaa °u1 �zQZQzaaa <w J W J J so 0 0 00 0 00 Zd 00 I 0,E E U D d Q a� WZQ'v LL- Q Z N 4 Q a .L Uwv C� Z -J a L O " a o Q — I�zQ� o J Z(,4w d 00 i� , E. Z 0 c uJ o •c to v) a' z r.. o oN V V W o z ; ... a CERV BY: \\\\\`\\\\\\\�aauinuimrurrrrrr� iiiG I No. 920299 STATct E OF r �0�\`. Drawl Bp Cl AM k. MM HAM ,,..,,�.�.,,,,L . Gift �IM'Oflta: L' $Cab. 0 C107 Dab I OT -83-90 i 9A05W20M 1. THE CONTRACTOR SWILL. VERIFY EXISTING UTIUTY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR %ALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SWILL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPUNE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAMIGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SWILL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPM DEMOLM LEGM OTO BE ABANDONED IN PLACE O EXISTING TO REMAIN. ® TO BE RELOCATED. O TO BE DEMOLISHED OR REMOVED ® TO BE SALVAGED BACKFlLL WITH GENERAL BACKFILL MATERIAL SAW CUT A CLEAN EDGE - SEE NOTE 6. BACKFILL WITH GRANULAR MATERIAL DEMOLgU KEY NOTES TP TREE PRESERVATION��Yi►'rV..♦ CONSTRUCTION CONSTRUCTION FENCE 1<1 HL ~N a� F -W N J W w6z C W = U (K N U J Wcr aW Z F zz— �W poaN Zvr0zaa °u1 �zQZQzaaa <w J W J J so 0 0 00 0 00 Zd 00 I 0,E E U D d Q a� WZQ'v LL- Q Z N 4 Q a .L Uwv C� Z -J a L O " a o Q — I�zQ� o J Z(,4w d 00 i� , E. Z 0 c uJ o •c to v) a' z r.. o oN V V W o z ; ... a CERV BY: \\\\\`\\\\\\\�aauinuimrurrrrrr� iiiG I No. 920299 STATct E OF r �0�\`. Drawl Bp Cl AM k. MM HAM ,,..,,�.�.,,,,L . Gift �IM'Oflta: L' $Cab. 0 C107 Dab I OT -83-90 i 9A05W20M n co 00 oo (pQJ c r^ EN O Co C�l9 E FENCE TO ,fib REES AND BRUSH 86 S. LIN , N. HALF, SE 1/4, 1/4, SEC. 27 -18N -3E TO 6 REMOVED 86 X X X X X X X X X ix X 4 " E 69 96' 3 tKO OFENCE TO C32 REM PVD 431 6D J FENCE TO REMAIN BE N r1l i �o (oco Go G W IM ca v 0 Y I�=FENCE a N ; • 165.00' 0 00 CS 0 ............. `........._....... O. ............................ E FE E TO R AIN C f_3 0 .......... .. 1• V O e k 96s 77F ZONE A FL �_ - - ___ BOUNDARY S. LINE, NE 1/4, SEC 27 -18N -3E - - - _ -civ- - �N= - �"- - — — — - -cN— — — — — — 1 860 .8 0 T. WIDTH 18 F ET± Wes 131st Street CD -G - -G- -G- -G- -G— I I —BE BEC— —BEC ZONE A FL(:f'I ~�� BOUNDARY m _ 100YR EL TION PLAN NOTES- 1. OTE&1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. D DEMOLM LEND to HN <Ix O TO BE ABANDONED IN PLACE O EXISTING TO REMAIN. O w O TO BE RELOCATED. TO BE DEMOLISHED OR REMOVED czi F5 W FZo to W w Z> O TO BE SALVAGED BACKFILL WITH GENERAL BACKFILL MATERIAL 9 , WKj 2 pa N L` 2in N y u(3z5<ii SC SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFILL WITH GRANULAR MATERIAL < w w J J • • • • • • • DEMOLITION KEY NOTES • U °° I 00 0 Tp TREE PRESERVATION ■ ■ , N o U CONSTRUCTION LIMITS `r v x Z X . v n CONSTRUCTION FENCE Q Q p l� Uv Q Z Q— a C (� J d N o 41 d v • �Qt\_ �Q� o C14 V D 00 00 Z � a 0 V 0 clq W � G cc Q cpo h� Z CLco �' C Z � w 0 Ow z � 0 ti o, Z l Y I ` laJ W z 0 z 0- o`10 o` No. 92 299 STATE OF i a D� Cl P6 BSE HAM Oualr AMuvut scft 0 C108 00 ............. `........._....... O. ............................ E FE E TO R AIN C f_3 0 .......... .. 1• V O e k 96s 77F ZONE A FL �_ - - ___ BOUNDARY S. LINE, NE 1/4, SEC 27 -18N -3E - - - _ -civ- - �N= - �"- - — — — - -cN— — — — — — 1 860 .8 0 T. WIDTH 18 F ET± Wes 131st Street CD -G - -G- -G- -G- -G— I I —BE BEC— —BEC ZONE A FL(:f'I ~�� BOUNDARY m _ 100YR EL TION PLAN NOTES- 1. OTE&1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. D DEMOLM LEND to HN <Ix O TO BE ABANDONED IN PLACE O EXISTING TO REMAIN. O w O TO BE RELOCATED. TO BE DEMOLISHED OR REMOVED czi F5 W FZo to W w Z> O TO BE SALVAGED BACKFILL WITH GENERAL BACKFILL MATERIAL 9 , WKj 2 pa N L` 2in N y u(3z5<ii SC SAW CUT A CLEAN EDGE - SEE NOTE 6. ® BACKFILL WITH GRANULAR MATERIAL < w w J J • • • • • • • DEMOLITION KEY NOTES • U °° I 00 0 Tp TREE PRESERVATION ■ ■ , N o U CONSTRUCTION LIMITS `r v x Z X . v n CONSTRUCTION FENCE Q Q p l� Uv Q Z Q— a C (� J d N o 41 d v • �Qt\_ �Q� o C14 V D 00 00 Z � a 0 V 0 clq W � G cc Q cpo h� Z CLco �' C Z � w 0 Ow z � 0 ti o, Z l Y I ` laJ W z 0 z 0- o`10 o` No. 92 299 STATE OF i a D� Cl P6 BSE HAM Oualr AMuvut scft 0 C108