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Carmel Science & Tech Park C01qS7rRLJC �r1 () 1q 131. A1qS FOR CARNIEL SCIENCE 6 UrEcHr4OLOGY IDAIRK DEVELOPMENT PLAN DEVELOPMENT PLAN DEVELOPMENT PLAN SHEET 3 SHE, % 4 SHEET 5 .,,, . . sD3 PGATr/,vy soz __L 2144,>3 BLOCK I / s/o 6 so, .•� �� s/z q'Z !! BLOCK 15 4 BLOCK 16 4zo ZA. e- w Z ASE h ,s 437 418 szo 4,42- BLOCK 2 goo �, 603 INDEX Sp s/9 Sz3 `°z S99 Sht.1 Description 7 SD� 4/7 .. sz4 szs sz6 d 43,Z S3/ 6/p /00 i TITLE SHEET •\ .•:�.. 439 598 2 PHASING PLAN BLOCK SI$ 438 SZd 397 3-5 DEVELOPMENT PLANS 0 s /o0 STR�FT 43 6 STREET PLAN d PROFILE - CARMEL DRIVE (WEST HALF) 4 4/6 440 59b 7 STREET PLAN d PROFILE - CARMEL DRIVE (EAST HALF) l0� 8 STREET PLAN d PROFILE - HANCOCK STREET BLOCK I 9�/ s 44l 6� 4 s89 431 9 STREET PLAN d PROFILE - 122ND STREET d CONGRESSIONAL BLVD. 10 STREET PLAN d PROFILE - ADAMS STREET 11 STREET PLAN d PROFILE - CLARK STREET d CHASE COURT �Z 12-16 STREET DETAILS -537 17 STORM SEWER-PLAN d PROFILE - STR.IS 560-565 3 18 STORM SEWER-PLAN d PROFILE - STR.IS 625-634, 635-636 S9l S3 �� 430 19 STORM SEWER-PLAN d PROFILE - STR.IS 535-538, 539-542, 556-559, 566-569 20 STORM SEWER-PLAN & PROFILE -21 STR.IS 518-531 STORM SEWER-PLAN N d PROFILE - STR.1S 500-503, 519-521 22 STORM SEWER-PLAN d PROFILE - STR.IS 505-513 S/7 _ V 23 STORM SEWER-PLAN d PROFILE - STR.#S 514-517, 543-547 - ( 4/5 BLOCK 1�] 24 STORM SEWER-PLAN d PROFILE - STR.IS 544-555, 548-552 /0 25 STORM SEWER-PLAN d PROFILE - STR.IS 570-587 H" s`�1 `12-9 26 STORM SEWER-PLAN d PROFILE - STR.IS 578-585 637-640 27 STORM SEWER-PLAN d PROFILE - STR.IS 611-612, 613-622 BLOCK 13 SEWER-PLAN_ 28 STORM SEWER-PL d PROFILE - STR.IS 588-600, 589-595 m s93 29 STORM SEWER-PLAN d PROFILE - STR.IS 599-610, 601-604 g 30 SANITARY SEWER-PLAN d PROFILE - STR.-S 405-426 BLOCK c• 1� X94 31 SANITARY SEWER-PLAN d PROF ILE - STR,IS 405-413 4S0 S40 � l 9,O 32 SANITARY SEWER-PLAN d PROF 1 LE - STR.IS 413-416 33 SANITARY SEWER-PLAN L PROFILE - STR.'S 416-422 BLOCK �'� $ BLOCK �� 34 SANITARY SEWER PLAN d PROFILE - STR.IS 422-423, 448-449 9 4 EXCEPT ! 35 SANITARY SEWER-PLAN d PROFILE - STR.IS 413-448 36 SANITARY SEWER-PLAN d PROFILE - STR.IS 448-451 14 1 37 SANITARY SEWER-PLAN d PROFILE - STR.#S 416-442 S3 B LOCK 6 4/Z h 4zB 39 SANITARY SEWER-PLAN d PROFILE - STR.1S 432-435, 432-453 S87 40-43 FORCE MAIN-PLAN d PROFILE 363 44 LIFT STATION DETAIL • _ /�� 4.0) �" 45 LIFT STATION PLAN _�¢j> �I may' �43` Sb� S11 5710 408 �� 46 DUPLEX PUMPING STATION d CONTROLS •56-11 0 V 47 STANDARD DETAILS c, 48 STANDARD DETAILS d SPECIFICATIONS �_- s� S1o7 S7/ S7 42-7 4 448 .549 ¢47 sst4 S 44 44.4 S6/ J-1 sib ,rv6 ss3 1.2 2,�t/D STffE T ss ss7� \ S73 S7g \ �A.�E" BENCHMARKS" 4 BLOCK I I \ s/ tench 14ark: AI I too Is based on miles along Chicago, Indianapolis and SLoulsvl�lelo RA. from 3Station eat2 W � \ BLOCK 8 , 40s Carmel, 1 1.5 Rails north _ v of ml le post G 170, 10 Rails north of crossing BLOCK 10 % of Indiana Raliroad, '7 Rails south of crossing of 111th Street, 2 yards 63 s east of east rail, top of northeast corner of concrete Switch Base, 8" 633 5632 1017 63 640 10 er than track. Standard description marked Y-42-1934, Elevation - 634 l03 639 IM,: Nail in west side of Power pole /197-361, 50 feet south of 583 4D¢ Ent(,.ronn= 640 16?el Drive, 1300 feet east of Guilford Road. 623 10 63$ 7�L1: PK nail In northwest side of Power pole 106-718; 157-723, east Sid SHEET 3 SHEE T 4 SHEET 5 of Guilford Road 50 ± feet north of south property IIne. Elevat ton = 837.54, C/Ty OF M: Nat I In Power pole 0182-916 on east side of Penn Road, second pole 40.3 R�L WE5T MAIN ST. south of northwesi Cdrner of trailer park. Elevation 855.01. 19 Qoz )g0_11CI 6/8 +4101 TiOAJ 104_3 � //!or~S'T v of p 4�s ,Vo 5CALF_ REVISIONS `/� � � /-/S-B40 REY.L/FT STA.COCA TiO,U +SmAM SELt/Efi (•.SEE SHT. /$ J 1-20-86 SEE Scars.Z,7, � .2-3-810 SEESaTS. .34,5 -/0-86 5EE Sacs. /,3,4,3,7,//,/3,/4,/4v 18 ZD SEE S,a7s. Zz,ZG,z9 30,3/,.39,40,44 7,48 ¢,z � 3-//-86 5EE Sara• .238,48 .3-/8-810 5EE :5--. /,Z,3,4 20 1 3-19-84, SE6 S.r7�. 4-,!F7,/3,2/ 7 BLOCK 12 4 ms's 4-/-Be, SEE�Irs . /Z,3/,3Z,.{33,34,35,34 d-Z-810 5EE�r3. 4,,q /0, 7,6 4-3-$!o .S� S,a,•s. 9 i0,/4/Z,/3,/Io '4-•4-0& :5_-6- :5W7-5, /7,/8,/9, ZO,L,ZZ C)rr OF 4 SEE SJr7S- Z3,Z4,el- 4-,1;.-86 SEA 74/S h 1A)D 1AAIAO0LIS ¢ 7 8G 5EE $ar5, Z3,Z7,Z8 Z9,30 37,38 39 404/¢L, 43, G/NEaK 44,fs,47,48 9-/D-8(0 5EE Sr+rs. 3,4 5EE 5N7-• S Y AREA MAP ', ltEbY REVISIONS TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET PAUL CRIPE, I N C • CIVIL ENGINEERING A-'S.B. 4'-/- . PE Q F7-, yECK s.s. • LAND SURVEYING .�5. 8. As .UortD /-z-3� CARMEL SCIENCE & TECHNOLOGY PARK 7172 GRAHAM ROAD ° ,.oDEOar/. 5TU sTR. INDIANAPOLIS' INDIANA 46250 ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER MBER UGH--191153 AOpRq DATE 3171 842 - 6777 LAND PLANNING 6 C O V E. 9 SgEET I 18 0 1 .318 1 H / 10101010 C-AQy)6L c Qt it/ ;-4.1A;-4.1A66_9 /9 / DE VEL OPMEN r PL A N DEVELOPMENT PLAN DEVELOPMENT PLAN _5-8 7.0.3 SHEET 3 Xjee,40,341'16�_ 13 7 77" SHEET 4 1U88'42oo' _216.zz. SHEE T 5 ............ ... ............. ...................... .... ...................... ........... ..... ....................... li7� .....— ........ ... :2 1 .................... X......... .............. ............ .......... . ...... ..... ZA�71AJO ... ...... ..... .... ....... 1AA r_-5 ........... .......... Carmel Sc!ance Technology Park . .... ... BLOCK I .......... .:5`_7 ........ Phase I Construction 19 ............ ...... ......... ........... . . .. .. . a,, Hancock Street; Intersections of al I Intersecting Carmel DrIv X streets with Carmel Drive and Hancock Street; sidewalk along east side of ........... ....... . Guilford Road. BLOCK 15 Pavement cut repair and resurfacing at Gu I I f ord Road and Carme I Dr I ve, stone shou I der on taper I anes at 0 1 d Mer I d I an Street 'and Carmel Drive; street barricades at al I street stubs; and stone BID AREA C Intersection of ............................... ...... ..... ............ ............. . ................. ... ......... .................... access drive to lift station. ...................... ....... ...... ...... ..... ............. ........... ............................ ................. —................... ................... .. .. ........ ......... Lift station, on-site and of f-site force main, future force main .... ........ ... . ........... d...... . .... .... .... ............ X ..... . ...... . . .... ..................... ......... ....... ...... stubi Structures 402 thru 423, and 443 thru 451 . ............... ... ....... /0/7. 1?0 ......... ..... ........ ........ ... ....... ........... and al I Pipe stubz and street ..... ................ ..... ... ...... ............ . ..... ........ .... .. crossings associated with these structures Including future stubs out of 402 ........... .... ... . .......... ...... ................ . ....................................... . .. ......... . ...... . .......... and 416. ... . ............... ......................... ....................... .... . ..... xW*: ............ ............ .. ............. ............. ............. .... ....... (See landscape pl ans by David K I auba and Associates .................... ..................... ............. .................... ... .. ....... ......... ............. ............. .............. . ... ....... .............. .............. .............. ..... . ......... .......... .............. ........ for . .. . ....... ... .............. details): ....... Carmel Drive and Hancock Street landscaping; Lakes 1, 2, and 3 .. .... ........ ........... ...... .... .... .... .............. ........... . ....... ............... .............. ............ ............. perimeter landscaping; Park entrance signage; landscaping along north property X.: ........ ............... .............. ............... ..... X., ... .. ............... ............ ........ ..... ........... st ee ............ ..... ....... I ne at B I ock 15; Seed I ng and sod as spec f I ad on I andscap I ng p I ans and r t ..... .......... ....... i� .............. . .... .......... ........... signs at al I Intersections. ............... ............. ....................... . . ........ .......... . .................. ............. ..... :X.. ....... ................. .. ........ . . ...... ..... V) .............. ...... ..................... ne .... ....................... .......... ................ ........ ............ ...... . .. . ......... Lakes two and three; f I na I grad I ng of Carme I Dr I ve and Hancock Street; Rough ..... ..... . ....... . ..... ................ ...................... ....... Draina Clearing and demol Ition as specified on sheet 03. Excavation of .............. ..... . .......... ................. ..... ..... .... ...... ...... .. ........ ................... ....... ... ...... ........... . . .......................... ...... . ... . .... grading of 122nd Street Congressional Boulevard, Chase Court and Adams Street ............... ........... .... .......... ......... ........ ........ ...... ........ . ..... ..... . .. ...... ... ...... ... .......................... ......... .................... ... ..... . ...... .... .......... .............. ......... ............... . ...... ................ ......... .......... ............ ............. ......... ...... .................................. ... .......b................ ...... .. ........... ........... ..... ..... ......... ..... ............ ........ ............ west of Guilford Road; Mounding along Carmel Drive, Hancock Street, 122nd ........... ........ ........................ ..... ....... ........ ............. ............... ........ ...... ....... ....... .................................... . ...... . ...................... ......... .. .......**...... .:: ...— ... ....... K C ............. .... ......... ...... , , ��:... ::. ., �� :,X.L .... ......... ................. ............. ...... :::::::�A. ..... X. Street, Congressional Blvd. and Adams Street west of ...................................................... ......................... ...... ............. ........ .. ....... ........... ....... ............ ..... .............. .............................. ... 4: ........... ..................... Gu I I ford Road as shown on ..........b........................... ...... ............................ ............. ....... the street data I I on sheet* 47; Mound I ng areas shown on phase one p an, and .... . ........ ... ... ...... .. ............. ........ ....... ........ ... . ....... . ....... ...... ..... development plan; Rough grade pads and swales for Blocks I thru 11 and 16 as ............... ............ ................. ...... shown on the deve I ................... ...... W ............ .........b...... ................ ... ............. ..................... .............. .. ....... ........... ............. ......... .......... ................. . ......... .... . ......... ... 635 thru 642 and al I associated ... ...... ................ ....... ............. . .. . ...... ........ .... ... BID AREA B . .................. .......... ................ ......................... ............ L:. ............ ................ ........... ........ ........ ... ............ ....... .... ....... ......................... ......... ..... ..................... ... ......... .............. .......... .......... .... ..... ..... ... ........... .......................... . ..... ................ ..... ... ... ............ .......... ::............................... ......... ........ ............ ............................. ...................................... ............. . ........ ........ .... .... .............. ....... ..... . .... a ................ . ..................... ..... .... ................ . ...... .. . ................ ....... .............. ..... ......... ...... .......... . ............ ................. ........ ........ .......................... ............................... ........ ................. .... ............ .......... . . ........ ......... of I over a I f I I I a ................... .... ... ............... ....... ................. ....... .............. ............. . . .............. ..... ............. ........... .................... ...... It should be noted that Lake #1 shal I not be Included as 'part of this phase. .................... .................... ............ ...................... N ........ .. ...I- ........................... .................... ....................... ....... ......... ...... .... ........ ... .... l ................ ....................................... .. .... ..... ...... ... ........ .. ......... ........... ... ... .. ... .... .......... ... . ......... ........... ... ............. .... ..... . . ... ..................... . . ...... . ................ ........ ..... ............................. ........ ....... ............... ....... BLOCK 13 ............ ........... ........ ................ ........... ........... .... . .................. ...... ... . ....... ........ .................. ........... ......... .............. . ........ .............. ........................... .... ..... .......... ........... ...... ........ .. .. .. ............ ............... ............... . ......... ...... ..... .... ..... .... .......... . .... ...... .. ................. ........ ........ ........ ... .......... ................. ...... ................. ... .... ... ..... .... ............. i0i .. ........ ........... . . . ..... .................. . ....... .. ............ ....... ...... ....... .........::. ........... ................. ............ ......................... ......b�........ .... ............ ................ ............ ................ .......... .. . ... .................................. ..... .... ....... ........... ........... ..... ..... ........ ..... ..... .................... ...... ... ........................... ... BLOCK ........... ..... ....... ...................... .............. .................. ........................ ................ ..... ..... ............. ............... ....... .......... ....... ............. ... ....... ..... .. ..... ... ........ ...... .. ...... ...... ................ .............................. ..... . ..................... ...... .. ....... ..... ..... ........ ................ 14 .. ................ .. ... ................ .. .... .... ....... .... .. ..... ..... ............................ ........... .............. ............... ........... ...... ........... ............ .. ............... .......... ............. .......... ........ ............... ................. .......... .. ........ ........ ............. ....... ........... ............. .... .......... ....... .......... ......... ...... ....... ...................... ............ ............ ........ . . ...... .. ............ . . .......... ..... .... . . .......... ......................................... ............... .... ............... .......... . .... ... ... ....... ............. ............... N_ —............. ........... ................. ............ ............ ........... ....... . ............ . ..................... .................... .................. ................ .. ................. ....... ...... ................... ...... ... ....................... ... ........... ................... .. .... ............... ...... .. ..... . ......... .............. ....... .. ..... .......... ............ . ....... ..... . .... .. . ...... ................... ............. . ::........ .......... ...... ..... .......... .. ..... .... .............. .................. ................. ......... ........ ................ ...... ..... ......... ..... .................. .. ........... ............. ................. .... .......... ............. .. ..... ............ ... ....... �No:* ............. ........... ............................. ............... ....... .................................... ......... . ......... ............ .......... . ........ ... ........ ........ ........ . ...................... ............ ........ . . ............... ..... ..... ....................... .. .... . .... 'A . ......... ............. ........... .......... . .. . ........... .......... .. ............................. ............. ............ ...................... ............................ .... ... ... ........... ...... .......... ... ..... .......... .................... ....... ... ... ..... ................. .. ................ ... ....... .. .............. ..... .. ..... . ............. .......... ..................... L'�0...................... ................. .... .... .... .......... ................. ........ ................... ...... .... ........ ....... ... ............... ............ .............. ...... .......... ............ ........ . ............. ...*, ::*................ . .............. ......................... ....... ...... ................................... . ............ . ..... . . ........ . ... ................. ...... . .............. .......................... ............ ........................ ............ ............. ............... ......... ........ .... ... ... ......... .................. . ................... ........ ...... ............... ...... ................... .......... ... .. ......... ......... ... .................. ..... . ................. ........................... ..... ......... ....................... ........... ........................ ........ ... ............. .......... .... .... ...... . . ........ ......... ........... ....... ....................... ......... ....... ............. .. ...............q ... ....... ............... .................... ...... ........ ......... . .. ......... ................. .... ................................. .. . ....... ........... ........ ........... ...*.....: ..... .............. ............. ............ ............. ........... ..... ............ .......... ..................... ............ ...... . ..... . ........ . .......... .......... ............. 6.7.0 SHEETJ SHEET 4 SHEET 5-1 ry OF ............ ........ .............. 'N CAgMEL WE5T MAIN 5T .............................. ... ....... .... ....... .. ......... ........ .. ...... IOCA71 S7 JO 5CALF- n N ........... C1 TY OF IAJDIAAJAPOLI-6 ........................ .... ............ ........ .. ...................... ...... .... .... ........ . ......... ............ ............ .... ....... D 0 '5 AREA MAP Sao A R E V I S 10 N S TECH. HK. D N BY LE C E C IENT SYA—TS QT iASE 1: BAS C E R AW B S I A D DAT A L REA A C.ARIMEL SCIE ICE ek �rECH JOLOGY IDARK 40 _11-94 r 5*4" Pv 05.8 PAUL 1. CRIPE INC 0 CIVIL ENGINEERING DWG. TYPE FILE NUMBER SHEET 16 7172 GRAHAM ROAD LAND SURVEYING 1,15- 9. A-5 AJOr-c-D 1-2-B& CARMEL SCIENCE & TECHNOLOGY PARK ARCHITECTURE DFTNG. CHK. DRAWING TITLE AL INDIANAPOLIS, INDIANA 46250 A DATE 11155 2 �ARBAjr_. )1 (3 LAND PLANNING PqA51AIG YOZAA1 . 8 10 1 -3 18 1/ 1-1 / 10161010 OF48 V ,AR AEL SCIENCE 19 ImECH JOLOGY IDAIRK DEVELOPMENT PLAN DEVELOPMENT PLAN DEVELOPMENT PLAN SHEET 3 SHEET 4 SHEET 5 303 RAMAJO 5oz BLOCK I 500 .,; �•-""_-•,•-•_ S/3 3-/z sio 611 b 11 S 4 BLOCK 15 Sanitary Sewer Phasing BLOCK 16 4� BASE B/D ¢z/ Qzo AREA "A LAME" / - Base Bid •ya so9 • 40/ ZAk, Area "A" - Sanitary sewer pipe, stubs, manholes and street crossings from Structure 405 thru 423, 443 thru 451, and 75 feet from Structure 4 437 4/8 szo ' 416 to 438. 603 s� 64Z BLOCK 2 60o Area "B" - Structure 405, sanitary I i ft station, ons i to and offsite force s sr -Fe3 main, future force main stub and al 1 air release va I ves. Sod Ste` 4/7 9 szq -sus szi 609 S99 3Z OZ BID •S. TZi.', . S.Z7 AREA "F" Area "G" - Sanitary sewer pipe, stubs, manholes, and street crossings from 33/ b/D Structure 402 to 405 and 70 feet between 402 and 425 and 100 feet E 438 43 sy from Structure 405 to 427. BLOCK 5'8 sza D S �o SrRarE`l 43 s9sgb Area "Q" - San star sewer pipe, stubs manholes es and street 4 4/6 ¢40 Y P P crossings from BLOCK BID z 6� s89 431 Structure 425 to 426 and 224 feet from 402 to 425. 9d/ 4�z AREA "E" Area "E" - Sanitary tar sewer rea y pipe, stubs, manholes and street crossings from 3 S37 s9/ Structure 438 to 442 and 225 feet from 416 to 438. • s3 s90 430 Area "F" - Sanitary sewer pipe, stubs, manholes and street crossing from Structure 427 thru 434 and 432 to 437 and 180 feet from 405 to 427. ' IF BLOCK 7 ZA1E# s4z h 4.Z9 S' SA/ BLOCK 13 s4j S93 BLOCK .* 5 BLOCK 5�. BASE B/D �� E•i'CEPT/o�c! W BLOCK 9 AREA A K 14 BLOCK 4/3: 363 S87 • S -�// 4io s71 si BASE B/D AREA 'A" S�3 SSb 44 S69 �� Qo8 BASE B/D ss � AREA 4q ::::..... :::. :<•: ::.::::::. 44 s(o,Z 37/ s7 SBA 4z7 SS3 ... SS\ s74 S� ,lob /22AI'o :r \ sb0 B/D ss sso �s/ s46 4 ss # s o S73 sZ8 s81 AREA „F„ BASE B/D s7 B/D a BLOCK I I \ AREA A BLOCK 10 W BLOCK 8 4 AREA 'B" 4,37 B/D s (LIFT STA. B 633 �sz 6,i, 43 64o AREA C FORCE MA/N) G3q 63 /30 6?9 bzg 639 S83 9 SHEET 3 SHEET 4 638 SHEET 5 AREA �BID C Cirr OF QD3 CAAME WEST MAIN 5T 0 6z/ o R. Qoz PROJECT � 6,8 c IOCAT/av J X43 a� Q //lo SZ '-" OJ 0 4ZS NO 5GA.LE W B/D AREA D W q ¢-41 BLOCK 12 I4`S / L'iry OF IlUD/ANAPOL/S AREA MAP CkPT494F.ID ! Y R E V IS 10 N S • TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET k �, PAUL 1. CRIPE, I NC. CIVIL ENGINEERING JJ 3-i 8 #�z �' k,`"''PE • LAND SURVEYING n SU. AS �(JOTED 3-//-8� CARMEL SCIENCE 8� TECHNOLOGY PARK <��°®� �� °�B�`�,' Q'/ /6' -z-8� Ee. P R mss. 7172 GRAHAM f;OAD A C. INDIANAPOLIS INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER j®�� °°°° 3171 842 - 6777 • LAND PLANNING SAAvlrAAV SEWER PgASAU4 A-A,v $ Q 3 g / — / D 0 Q D OF48 .,,, DATE .ARIAUGM--10 1 1 STREET PHASING PLAN ,AR AEL SCIENCE lEk "rECI JOLOGY IDA� IRK DEVELOPMENT PL AN DEVELOPMENT PLAN DEVELOPMENT PLAN SHEET 3 SHEET 4 SHEET 5 S03 PAMAJej Lnui7- SOz BASE B/D AREA 'A" BLOCK I /+ Carmel Science 8 Technology Park B/D AREA " Bid Area A Construction SOO +;:;::'i i ? s0/ r:cc-'T S/3 S/z 6 11 4 s BLOC'( 15 Stres ,: Carr, c I Dr i vu, Hancock Strout; I nturs c r ions of a I I i n-rerscct i n�_ J " Caru u I Dr i v and Hancock Street; s i darn. I k I ony east s i dc' of BLOCK 16 streets vi / GuiIford i'ouJ. Paver, ent cut repair and rusurfccin , at intersection cf Z,4�E / / 3 Gu i I ford �:oaJ and Curr e I Drive, stone shou I der on -raper I Lines at C 1 u ur i u i an : i� Street and Carr u I Drive; street b� rr iccaes Lt " I I street stuns; Lind stone access drive to Iift station. LA,r� y4-37 slo s s� 1,4Z BLOCK 2 603 ':�:::`•:::::: SOD si9 .sz3 S07 S0' 9/7 fie:;:::: sz, s27 B/D AREA B 6D9 43z BASE �o �� AREA A 43 BLOCK S,B :., '': '. 438 Sze Ao s 6D C 397 4 9/6 490 a TR�ET 433 596 BLOCK % 4 3 s37 s9z Q Q s9/ Q. S3 S90 4s/ S36 BLOCK 7 L A : : 542 h B/D AREA 4�9 BASE B/D AREA 'A " s S, �� # BLOCK 13 C 93 BLOCK : 5 C� BASE B/D S9¢ AREA 'A" Q BLOCK *, ::.• Ex�FP7-,o,v W BLOCK 9 s3 BLOCK 6 4-j 4/� 14 h 4,Z8 X87 sq s�3 SS6 S6 443 S69 S�Z QO 408 sss x/07 G .... ...........:::: ss3 /.2.2AAD STi�E T ss� s 7¢. s7 s 73 sag 80 B/D AREA "E" \ �AAE BLOCK I I S7 b � ¢os BLOCK 10 B/D AREA "F" BLOCK 8 BASE B/D 633 10.31 637 S AREA 'A" 63¢ �3 ��9 �z7 635 64D 639 `_, S83 A04 SHEET 3 SHEET 4 bz' 638 SHEET 5 C/Ty OF 403 RM WEST MAIN 5T O P 619 w X. ADZ PROJECT W 6 i8 ZOCA710AJ &43 //6, S7 B/D AREA cJ a Dq.ZS AJO SCALE J Q BLOCK 12 145 CITY Of- /AJDMAJAPOLlS �J�,tlON,IYdA�YB,��f�'`4 ® '- AREA MAP a ll - " O El REVISIONS PAUL I. CRIPE, INC. • CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET e !/C ! • LAND SURVEYING /S SU. AS .VOTED ¢-q_8� CARMEL SCIENCE 8� TECHNOLOGY PARK 7172 GRAHAM ROAD "'Iffli► DATE INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. 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I Sty1 / Iy , � .� v SEAR/VCS, D/ME�/5/Dl/5�EASEME,UTS QRE Suo�(/t/FoR �-�-� E -^ J .4 �. fiEFERE.(/C pNLY Fy' 00 4/0 7- (/EC'ESSAR/GY hEP/G'T : � R.. _�,, &.. - ° � a`t ((,�� gGTUAL RECORDED /t/A-0A AA AT/O.U. SEE REG'oRDEl) -„I V z. ° �" General Notes PGQT FOR EXAG'T /UFORM4T/O U. / , .. 1111. /: ' Y \�.11 � . // ¢ ��. I_ I 1 . hlevations noted at centerline of stre( t ilrt t_op of curb e l ( vat.ic%{ E `' .. ,n" V) -' ctive 5tatlon t o M - 3 w Q that res )(� t 2. Lake bottom elevat ion n!aV vary with eilrthh(,I !� All �! i. - O i x o depth of seven feet slut) !. be mitint_,(inertt. r('(lu] rements• A mfnimtrm ' 4 i _.._. ____-- W Q otheors it f(Accurac ] a nfo I ., tl i row ;,hutol*rapt►i c cue 1!i I ;It_ i(,Il b , n' ('t r n i t, .. �� __ `JA✓E AG[ ,QEES ��` y CO r!!V8 t y �.- s ::'� : -.,r._., _ ( o�.. [Ona _ q'iitl)tl) llt!!' `rtr,lll.!<II'd Of p.ln:i Ur Iltl-Il!I• / ' ar� e Q contour lntt:rvall 1, <. r s I /1"� �< °\' Set 5U1 E. t'U5 ! Orl COntrO ] IIUt<. ti U11 ! ° DRIVE It trt 4is for construction recommendat.tons, F !, Ifi drain field ti le ; ,tl't• shown in thei I „ g o 4. a. lx.istinfl F'erti T le r rli,, ro�:i111iIt1• h' �( GRADLE CR location. ['he (:u!ILr <tctor t;!lal i cunnec;t th`. ( � ! ,;ti ,I,f ,°/� > "�;r „� - t3 lP` Q —F.once. Ito 1... x;x l ° proi,ose(i pll,e ttnd ditch s *_ t field i_ I , t iul_t� t.ht.11, Z ( n �,t sue;. R 01• CormN Indu.rrlol Anoc. ].I1;T f e l d [ (_ t.11e Wt'S I,. !if•(1 ir(•t't y .i lnl' ,1`i it(1 t(•(I 'I'll( 14, 1 r exist I f t syste / o r - I ! lit It be itt� :n(',une(i. 1 f 4, •� 0. � i le systems are ' ('l!C'ULt!Ilteredl 'ill ally itd(ii.t !ul..t i rif_ld ,co-,e Co,t/rlAvIvA TioN ( ___ 1 1 f t i t ( (1 t 5 `111,;, s ssue� OF FORGE MA/.t/ `''' ` ! ",)._ _.Wltllom D Joon Wright '-t 5 .. t r J r 1. ,. , t Conte ctor h ll l b c , r ] 'tI uc u r ti t-)1 t. 4. W '0 w. ) on B Rlcnori' Vo.p• espon" ].Ult_' tfUr rl'<.UII:;1_rUcti►1�1 tltt. i1r111e CU SEE5Nr43 4 }. BEGIN CLEARING __ "° ' M orlg.]r,al condition or collnect it into the ;3ru ,o<;ed draiuit t• c, % . ,t L 5 }1 b 'Y X - i ada_t f.onal payments sh f. N's Lill. ]Nu •, ,` �-. o ql° 0 -N* a Joan R°ne°lo( al! be mime fur tt _ (y� -- u s cc ns tlruci_i �' r \ •V .. Ouon1.° Deral Corn f). - I .c. s 1 1 id Elie t1. ! _ Bui tdfnL pad a e is I ow 1 b ) on r d repair . c ' . . Lin(_, ,hi, I ! be con�,tructe(i �_ !� � Cv'' fill material and cull rr . of suii_able __ __ _ u,),t_ _cd pl r t,pecit icattun�,. Jr to chanife its l l ans These arer]s i_tre sui+iect d / : ,; I __-- _ Indian° Jorc.• Cner�lODl. \ < < 111.1. ar $ \ _ Lorel 9 �� A � votrno ---- Foune°no nc CUIISt pr0(Ce3yt ( I C ) V 1(!L!'t t deVelUlJt• J 1 __._. _._.. I e: o ci ruction ! tl(I i ! f .< ,111 ,u o, .d duri !i , the� 44_ e Kra ontractor s!il�uul! ,,{ �. si , Dove] o er L 1 1- w.i t! .� 30 � OaSr.o willom a RMEL o' / [ P Prfor to �idlni; of ( 'tc'! l)]u,'1< fur n1,1 (-er sn(t SY,P,P�PAP ' Q151X icnal. Jonn.onI SC I parkin+� ('r r.tt IIIUSt recerltrJLl] ]IdiniT an(i 'v I IENCE lucation5. A(!j,- , ,y IStments shit ! 1 u(.tde to 'ai(_+ ; J M Q �. . a ----L--- AND CARMEL /� 7 egLll ilttlties aS X"" I red r cu . I a ° -V �- - I Fot mounding locations a]_onf, a1 ] streE t arc u:s s( e street do tai 1 Sheets �f7 �``'� . '°d x J o°Rt s Juq. TECHNOLOGY ° I PARK and La Landscaping,tpine plans b David Klauba breaks at inlets) , l� t " a.� mound continuous with [ �r /G S,crArtou DR. 8. Witter 1 roes V !toted on sheE t:; ;s 4 .� --- _,- Additional mound ur('a' and ,�. E �tr # Q vuolE°Ineono Service nco. or a['F_ S110Wr1 rOr relt'rPi1Ce U[lly. GMrtCe['% Q Indianapolis Water Compiiny. lines to be .ins(_ ,1led try Qea/vs .• O R - I ` 9. All radii and Street dimensions 5 i 11/D/.04c� CARMELCR. I - I , curb. lid_. 1 !,c 1110,,',ul'ed to back of c•-lairback � ° Eel-57- c/� ,, �a° LEGAL DR IN j- � ) +,::, �_ 11 10. Underdrain shall be required a]ong ell ir(• 1(,u"111 ` °\ of street a�; ,shown. o _\\/ 11 . Contractor shall preserve as many eYiSti[l,, trees as pussiiJle. uwnrr or Q° D s^ '(h \�� / lwmfits representative shnl ] b(• curli;ul t(•(i ! or c l eur.ilt;, im i t_,. clearing init O �J flan i Shall co►!s [st o[ a.11 trees wi.ti,In str( tt areas, ut] ]. i.ty ins tit]. la L_ emits. Carmel Creek Cleariui, ant± m;tjl,r cut and fill ilreas. 1-he -1 "\,a, 0a°t^ rr1 u major clearing areas include Carmel Urivc ri,, ht of way between station � r // 2+30 and Station 7+20 and 122nd S t t•t•(,t t•i i.tl, (,t, wit r y hetw( c n �t;ltiun U+00 -� `EEK and Station 6+Fi0. Some clearing will be rr(luired along Guilforc+ 1(uitd for ' construction of the ctra_inage swal e .. Liu i I tl It ' d( mt t END CLEARING R - ( the removal of the ex.istin , bui 1(iin(=_ �1 ] _ Ion ;;hie 1 1 i uc1 ude f ,5 aiurl;; c,�rme.1 Grivc b�t_ween St;ttion 32+50 and Stet ion ;t5 f-SU. A l l o i 1p•r' iJUi i d i u;•`, shi, ! ] rellia i n. C ! t-,l!•rd tr f.es and demo ' tsh(,d build]n,rs shill l be berried u! tr ;it the dir�•cr ion u[ tilt 116 TH STREET owner's represe►!t_ittiv(, 12. see su i 1 bor i nt1 report by Alt ant) lv i tz i i` for so i ] t ypes and rel'ammendatio►,s oil corl,,truction. Se.,tl inl, u+ i.tt;t bottom , on L.ua , �, ;s 1 O I,1 iind 5 shall not be rt•(!uir(•d. ,_ OFF-SITE DRAINAGE IMPROVEMENTS " w I id. A]_ 1 topsoil shall be placed in moundilll, i,r(•as anti nunsttucturit ! 1' i 11 t Cr a areas. ContrifetOr Itii1 1 5 �reac, 1 t_ , t ( (- ) i III•IIi-!, oC Cu,,1io : 1 vt•r `itI'tl('tUrit1 !•i I l areas to pruvi(I(• a 1, 1i1 (y a sui !, iI!, I I• ,),(•,(• fur• �,(•(•di 11 •,u: t. I t i 1 1 ,,.,It(,r!a 1. Shirt ]_ be placed to the e 1 evil!. !t)II Wulf (I ul. th( (?t•v( lU,)I!It'll! Carme I Creek to be cleared of al i obstructions, debr i and trees 12 inches and plan pr i ol• to p]acemeltt of tupsoi 1 ]itN;t•I• . smaller, from top of bank to top of bank. Limits of clearing shalI ,be from _�,I GuIIford Road to the Railroad (approximately 3000 feet). Trees shall be cut off at base with root system to remain. All disturbed areas shall be seeded Ali. •`., 'o0" upon comp I et ion. R i p-Rap sha I I be required 1 n areas where eras ion prob I erns e ►`�� .;•0 'o., 4 exist as Instructed by Engineer.11 o fR•tiq - - 564 Q IE B R E V IS I ON S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET ST OF 2 PAUL I. CRIPE, INC. • CIVIL ENGINEERING �� /_z_� CARMEL SCIENCE & TECHNOLOGY PARK ��V, • �, I� _3 4E, FT`o ' E v �s • LAND SURVEYING / / o- % 7172 GRAHAM ROAD - - D � � INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER 3 �10 A� """ 3171 842 - 6777 • LAND PLANNING SITE Dtv.rL o,pmEAl7 PLA 8 D 3 8 / — l o o D o OF 48 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DATE I.......... ...... ....... ..........1_/_,4.............. :.......... .............. ..............IL Ill........... A 7-0 R_-A4A1A1 11 i'Ile 0 IL F, 0 SW� Z7 ................ 1 Z vj',,4'...... ....... .... k ---—------ . ........................ ... .... ........................ ......................................... ............. . ............... ..................Al'Irgo 0A r Allp - 4,10 r A 7, 0? 7-F 5 Y R,,OITA,-lL 41 43............. -5 lie KE- 830 2-0 4?--A4A 40, K A40UAJ,0 ot 7 47/V A/4 .............0 ....... ----- ,r............... T............ L7 -7., -A- --A- --A- I........ Ave AZ 54 AA............ . ............................. jA.01 LEGEND ................ 10, r46.......... 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'� p ,� h m a, O a0 h m � ro h p \ N h _ �l o h N 'WNW WAMM 14, rr) \ ^� irf O \ N Ih n1 h ^i h N �1 n N m h h '` \ r\ N QO O 11 ti ti ti �, o o o h N a � � � � a �. a �. �. �. a a G. � � � �• � � � � � G � � � G N h h H m 7.4 8 /8'RC 8 R _ /B' C FOR �jRAO ES / RC �Z•� � 3.(� k T P C -0E- C Z Q SEE DET 3 8`03 •D SEE DETA/L / � S bar.� p0 � V tc So' VC 50' VC 5o' YC 50' VG' SD' VC `� 50 ✓ /� VC a icb VC o �a�' re �, p h a h 0 �. h 0 h 0 W h o h o 0 h h o h h o h h O h h o h h p h �, O h h O h h p h h o -)I h o h h h o h h h o h 0 h o h h O h h o h h h h O h o h h O h h h 1, o h h h h O h h p h W ti�q ^ IV h ^� h N '� ^ N h n '� r\ h n N h n '� h r. N h r\ N h h ti h ^ N h N h h n N h ^ h N h h n N h r\ �N '� N h N h n N h n N h n h ' t h n N 'n r\ ti h N h � o\ � "' q PA rom 800 ynp 3 /,Z /3 %4 1j;'o0 /1' 17 /8 /9 ,ZD ADD ,Z/ ZZ ,Z3 24 ,Z,5-10D 210 27 ,z8 z9 .30�DD 51 .3,Z /(.TOTE GUTS y' F/LGS 5NOWxl ARE APPRo11mATE FROM EX/ST/,c/C7 gA4,06 �O IV TO TOP OF PROFIL ONE pROPOSEO G'vR�. 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C LIURYE DATA �Q _ 60' �� __ !'- 2i�bZ ,/✓ _ 37(0.51' i9 /' � SEE Svr. 39) 57,4. ,0/•1,b. 9/ r = . ss' 7 PIS SrA. /S,�OS.77 Sr4. /7 tZ.�39 �� Iv 1A17E,1S5WC7150A I PC,L/C PLAA1 ONE tYlyyllllllff,111 ttt�� 0 O Sldd Ct YoYi qrI5M.M59W B R E V IS 10 N S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET ri "tt°F, PAUL I. CRIPE, INC■ ' CIVIL ENGINEERING IZ -5- �0T v ILLS J� o LAND SURVEYING I(!S. B. /C/OTED /-z g� CARMEL SCIENCE & TECHNOLOGY PARK /O ♦Z►�:. o ,<!s 7172 GRAHAM ROAD DF ov 4, 4-3- 6 E . R' AFrlx4 ECW s INDIANAPOLIS INDIANA 46250 ARCHITECTURE TNG. CHK. DRAWING TITLE .106 NUMBER '"'�►•..,e!`�¶�R',, DATE • LAND PLANNING 3171 8'42 - 6777 7 REET PLAA/ 4 PROF/LE o 3 1-1 � v o 0 o F MARBAUGH--1R'TSJ 8 8 / o .�8 h � � h � Q —� ^ � _ iUDTE• L/UT� y`1,F/L LS SNOW,U AfsE APPRox/.u.4 TE � . Om N h Q O FROM EX/ST/.UE W..4DE 6 TD TOP OF PROPOSED L'URg. Lk 1,r Q 7,1 �i v _— m N Boom � h m mac, „h h o ` h N a P O O ti °� h� N �, O1 ` Q, ti Q '�; v a0 ^ � h M ^ m p O o et, h O. �. �• R Q a � a ►. o a h a h h p \ ti h , It M °n 83791, 3D q* 0 \ /b CP @ CSR DES lo-02V-3f h T/t7i a-�. z 1,r F R re iao' YC �5 Des V Yc O rc iaf ✓C r./lo h �• 3 S B aN � V `^N'+ h �^ Ni. h h h ry h h h h ° h c h h o Q e Q e r i , + h h r. ry h n ti h N h h h 1,h. h 0 � .k 0 h h 0 h h 0 h h O h O 0 ►. + i 1, h h ni ,. h ^i ►. * 0 h 0 h d h h 0 h 0 om � � � \ v. ti h ry h h h n h h h O h o + o h aW + , ^ 1,h ; o IDA ry u I 800 �►� N 40ATUM SOD N 4t 00 / ,Z 3 4 St00 /O 7 8 9 /O-DD // A? /3 /mil /�-DD /(o 17 4 .St00 PROFIL E ONE PRoFlzI, E WO /D' IL�Rr. �V .�P STA . 17t,zz.�D . = 71 t4A.4/ 5T.4 . D DD- /, r `� '? PLAA1 CuE, SNT. /0 � , � � � 1 1�"� PL AA! 0AJE, SHT. 7 , Sr/r.28� 574 . 11-88.17 STA. F C,Oq C1,UG-DE-SA =� /S'"RG'P�SEES.4T.Z(o� PTye // ,� 1 57,4• 0-00 SEE DTG.3 S,�/T. /5 8EE/,v CUG-DE-SAC h ' STA. 8" SEE S,yr.38��SD•/3 �.� i = S8t3.Z. 99 PL AA1 0",- SHT. 7 � 57-,4 . 9 toz.9s B" SEE SsIT. .38) \\ Pcf,/C / SEE SETA/G T,yREE ' X11 sz9'Ao'30~w Szo•oo_ eo'R� ss . . /8"RL'P�SEE SuT.Z8� 5.yT. 1-4 1 ' A - \ ,9 L,4 Sr'TEFT CDU/gT P STA. .So oto.oo _ _ � RAD/U 5 PO/•�/ L = 558.39' SrA t 08.3,2 Q = 4S°,Z3'40" p= 9.54930° C= ,Z77 8,z ' 7'= 16-0.57' PZ- A IV WO- Se L N NAE ,aLE � /'=/DD yayaYtb.' tIIII C a Yarn ® 0 6 _ R E V I S 10 N S PAUL I CRIPE, INC. • 'CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET fta ��,° �. ,F SrA.� o�� $ 0 LAN D SURVEYING GRAHAM ROAD CARMEL SCIENCE & TECHNOLOGY PARK d Re ° INDIANAPOLIS INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER °�aeo °°°°°° DATE -3_ � � LAND PLANNING S77RE&C-r PZAA1 M,,RS,uc�_.9 53 .5. 3171 842 - 6777 ' 4 P90,clt6- 8 03 101010 10 OF48 _ Ep/ ago VE ........ .... 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DRAWN BY SCALE DATE CLIENT DWG. TYRE FILE NUMBER SHEET PAUL ' CRIPE, IVIL ENGINEERING�° � i 4-3- � ,4 F � �.� 4 • INC.• ,�. T. /��= 20� /"z-8� CARMEL SCIENCE 8� TECHNOLOGY PARK 142 � 7172 GRAHAM ROAD � LAND SURVEYING � �' ' ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER 7. �. INDIANAPOLIS, INDIANA 46250 DATE (3171 842 - 6777 o LAND PLANNING (frxEE T DETAILS 8 O 3 8 / — / 0 O O O OF49 .ARBAUCM--19 5 o, 1 �o \ \ oo A\J / / �� o 'ASE.UE r 834 — �p � Y \ � or � ;.` .:'.::. \ � �,UTE SEA T/O •'h X '—�� 3i �ji .......::::::::....... 8 0 X 84, Sa o 3 3 � 1)R � p P � Deg Iq of X15 Q o� CO r$ o a '° 3 0 3, 5 D ti 6 A -4- Y ........................... ....................... . 3 2 �k3 ,o \ 1i a 5 x la i i !c X q 3 t 3 • . 3q E X 0 � JP b k E 3 9 o � � / 3 - q i 3 9 E X 3 x� Ai CURVE DA ra \ 3 _ 39 B = D S �' �R 4 d S8 1 � 39 \ '� Z- •` 39' r P - 9z 1 3 y 30 � L T .z. i 34'x . ................:..... --- \ 83 30 .... ..... ......b 1 3 x A IL Two vo 0 0 r h i x .o 3 38 ' k -p b 8- / 3 8 O \ \ \ /9'SiI7EK/lJL 7 r010 D o� a DE-7A- lL OlvE GTE �`,�yf�-SpV,a 37t9p�,y�a�b BY ;' REVISIONS / PAUL I. CRIPE, INC. CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET aQ�®�TO � ' - z /U- CO � r-�OTATiO.US KS * LAND SURVEYING '�S$' � �-�-8� CARMEL SCIENCE & TECHNOLOGY PARK il� a` ! 'L_ 3-/9- REY. /�ROP. RAOES-hETA/L ,�%s,a. 7172 GRAHAM ROAD / INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE 3 +�+' 4- 3-8loPiEv JOB NUMBER DATE ,n ARB AUG" -�9 ''�53 3171 842 - 6777 • LAND PLANNING SreE-.rr Dr TA L s 18 101318 1 / 1-1 / 10 [0 DO oF48 - CARVE DA TA 4 = 47°43'20" f5= 700.00' c�T,4. 324,5702 P/, sN T 6 L= 583.04' 1NTERSECT/O�t/ C'= 566.33' / /9 30 . 9s P-/, :5N 77 9 T 309.63' I N 'b� _ I vE fps 3Z p p fzs �p N 117 QI VALLE GUTTE A 427`7 ` b 3 h A2 5 �. lz 3 h C EL D81 s9 S7 '7S 58tOO rZS �5 / 3 5 3i 3� 3� 3 x VALLEY GUTTER � c1'C,4L E / 20 All A�yh _ 27„ R� Pf/ASE L/.0/T3 3b� e CUR✓E DATA 4W p3/ Jr.4. ,58f32.99 �o/��Q 3 R- s45oo' ZV f�G.'CES Tp LiFTST,4 Ti0,c/ ` ___3_/ P✓M L= 5 5 2.95 oo P-z,sNT // C= s29.s4' �. 1-K T= 302.92' \\ a ( L AUO5CAPUJ� � \\ ^ �_16.� 0 /.Z99 cVV` Dpi ryas ie CURVE DA T4 pLw 63 /O 00 AD L= 711.09' w T 396.55' D-8.88307 Ad \ ♦ �\ If) psi � Soy t AD THI?E E Qp 48 z, 40, 41� Ole C g0gz LPrA. 49f 88.58 ,�/, T. 7 O o two '-/, :5U T.// /UTERSEC T/O,V ♦ 46''° 4e g39 - -i_ - SAD OE T IL 7m10 c1'CA LE = 11=20' JJl 1 N:1. V �✓ 1 C r B1 R E V IS ION S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET PAUL I. CRIPE, I NC. CIVIL ENGINEERING z- i- 1 on. wo s. ,g. T l 20 8 CARMEL SCIENCE & TECHNOLOGY PARK /� • LAND SURVEYING 7;ilo ,yfTEE ,mss . 7172 GRAHAM ROAD • ARCHITECTURE DFTNG. CHK. DRAWING TITLE �(� JOB NUMBER f/�/f 'f�00E .4CCES5I�R.-OTG.Tµio ,�sa, INDIANAPOLIS, INDIANA 46250 LAND PLANNING V Tf3EE T DETAlts 8 O 3 8 / 1-1 / O O O O F 48 DATE 4 � �3DD c ks a 13171 842 - 6777 O .ARRAUC, -19 153 h b�j 41/ Ri r s a' Sr4. 54-20 OD STA. /7t 79. _ ti 32 /(/TEfjsEC T/O,t/ �I (► , G \ AZ 4ADO Ilt s s -o —� t 7s .s+-oo ✓ \— — — - -- � � h rA_ 57T- 3 tz5 rSo s 4*a� t/z�s tsv r75 Sov + zs 8 38� ril o'o/ A�� 4Z3' Al ' —� d �Q pNASE I G/,u/TS SrA . 4--00 . 40 \ Z)E'T,41L N E DE TA L �li4EE Al g3a 8 R h R A A b /D //f D0 tZ SD 75 /ZtDO tZS tS /2,2.vo STREET � 5� �i 94 Q� AzS� a Z - �z Vz ' 35 �' L - q2s 4z V h o, 0 83f� AZT' nw� S rA v 0 g 3 /UrE.YSEer/o v I � ) t''13 I wl Dc TA IL Two 4) 3/' Prti+r � � I I I �,3QQi�a 11. •y. o LJc �ATF �X' , R E V IS IONS • CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET FEY PER DRAfT /JEC'/S �s� PAUL i. CRIPE, INC. CARMEL SCIENCE & TECHNOLOGY PARK � �►��,�`�, f�� • LAND SURVEYING 15 ' 0, � � ,• 7172 GRAHAM ROAD ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER {� ,6 ` INDIANAPOLIS, INDIANA 46250 '#044441144 DATE 3171 842 - 6777 • LAND PLANNING S7-REET 0�-TA IL 5 8101518111-11101010 p OF48 .A115AUGH--19 '153 5-OEtt/4Cif ro co uric/u� TO X-10 ,q T D Rp R Y / L ti a 1' SrA . 21 -M.W/ too 839 / A V 4 lb v 8 v N Z 5 / M Y tA Q \ 3 f Z 0 p . / U moo° � 0 y U 0 a 0. / 3 / .5ra T u/ DE7A- L o Z,s 3g� 3 �' /uTERSECT/o v 1 s 4,1 f .`.' �1 0 Al \, ;... qE� �q q/so Olt Q � �X r. 47 N 1�,l 17 DD � 1 \ A 5 I =I�AOrus Po/,vT of �LL ! Z�/D �✓E,ffE.UT \ x / / G GV / V / OETA IL ONE x D 1� U TE(.fPOR4RY PQYEMEC/T TO BERE�tfOrED �c%VEl/ STREET /S G'CUIT/(/UEO. / 84z \ , Os-TA l TqRET V �� 1��1i1,'-f Js�i✓-�,JJ� D-" B ; ,oy REVISIONS 4 • TECH. CHK. DR WN BY SCALE DATE CLIENT PAUL I. CRIPE, INC,�, � � > . . � CIVIL ENGINEERING „_ E N T DWG. TYPE FILE NUMBER SHEET \ � /t r z-/o 8 �EGE EO 5q�.sEwE�- Oc/ S 7172 GRAHAM ROA • LAND SURVEYING S. B. =20 �-z-B� CARMEL SCIENCE & TECHNOLOGY PARK 4-3-SG .4Er. P� DQa�riv C'vEOK ,s!sa INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE DATE • LAND P JOB NUMBER ��'°,v�� '15J 3171 842 - 6777 PLANNING ST1l?Z-Z-T PETAIZ5 18101518111-11 0 1010 O of 48 .. NOTE' CUTS SHOWN ARE APPROXII`MATE,TAKEN FROM EXIST. GRADE TO INVEFRTOPPIPI- TC-- 43.0± PROf�OSEt� C�RPD>= PROPOSED GRADE VEEkAP F3-/77Z A TC=41.33 AJE6AJAU R-3Zd& TC= 33.3 �EX1ST. GRlaoE EXISTING GRADE � I COMPACTED CL,Q Y LORE READ. j? COMPACTED GRAIJI3LAR ?' I F C I TY . T� A � LL P 3 of tJ �. P QA K EL.° � TO 8 38.ID PROPOSED C7Rf1DE 16" . 3 78 D M a b (_b 6e,.55 N � 3Z/B 37.l�D EXISTING GRADE N —� I e:'FORCE MAIN A EPi MAl 0 Q T W O � O O 8330 0 3249 --- ` °� k) o n 0 3i.8o 3/80 _ I ti m W E.=8300 W.E-- 830-D 30 oo .33D of 3lo"RCP @ 0.2i 42"ouT @ 3I.8p o aV - 440' of 42"RCP @ 0.413; 3�'�N�31ao EXIST. 7'x12'CMPA I�i�' �iPRAP S i E=.2785 8' SA►.1.@ 270 t � �B' SAtJ.�. 2�.'1± � 10 SAt`l. @ 25.x# 9- Oi re-Al=ZB./ RIP RAP VaTCN PiSp�3ED V � N V) � nI �l r'rYP.CAt 4D AG C a c d `n W k v v h o v w 41 J Q 0 W N O Q W x D O DP.TUM 810 DA.TU M 810 Ot00 0+00 /tDo 2<00 t00 7f00 0 t DO /I00 PROFILE ONE PROFILE TWO PRO F I LE THREE STA 0+00 ST L. Et-ID SECTION PLAM TWO STA * 70 �- LAKE`r 3 7 STR.*- 5(-0 )o 5T R"5(00 '}5�1 "5�5 S F-, (OUTLET STRUCTURE STA 4+40 L�7 C LAKE2 MAQH0LEI STR 5Co1 = 0+00 PLkNJ THREE \ STN 0+00 STL.END SECTIDtJ 5-TA 0442 STR�lo3� / 54„ STL.EN D SECTIOIJ RCP ° STR #(035 I� p RIP RA 514 r. LAKE-`-3 s \ 8 ExiST. -1'xiZ'CmPA / COMPACTED CLAY CORE Fi'EQD � �, fj� / • STA o+30 3/ PLAQ OWE C U RC3 INLET STR#r 5(�2 5 TA 14 02 STA 0 d 7Z Cu88 /AJLEr DISK�SEAL � STR�S(o3 PLAN THREE STR.'"5CoI- 5(04 �� VIJ31 �Y`a :, R E V IS 1 ON S • TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET Y PAUL I CRIPE, IN C CIVIL ENGINEERING NORZ. /�=so"Jr • • �--z-8� CARMEL SCIENCE & TECHNOLOGY PARK- E �!sa. • LAND SURVEYING vE.Rr. P. s a 7172 GRAHAM ROAD `� �s • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER 17 �tr � `. ;. _ �, INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING STORM SEWER - PLAN � PROFILE 8 0 3 8 / -1 / 101010 O OF 48 DATE 3171 842 - 6777 1Ai/'f�'a,•�•r Ttr MARDAQG� 10 5J NOTE: CUTS SHOWN ARE APPROXIMATE TAKEN FROM EXIST. GRADE TO INVERT oF PIPE_ \ TC= 42.0± / Q�oQOS>=D GRADE �VE ,uaq R-/77z / E.._.X I ST. GRADE _ � � � E A_ / ' ~ COMPACTED GRANULAR / TC=37.8 j �� d/EEUAN T-C=37 0 TC= 3'7.(oZ AJ/EE.uA q R-3-746 N h \ / V Ti G EX I ST. 48"i, 20 Ci _T IS"ir,@ 33.'75 @. 31.99 I 9.00 A. Exi3r..5.4 ,ff-- 133.14 33. 7Z ,gsmor'ED 5EALEA 3/rpD I Q ,z9.9/ 30.55 /9 53oof 500' o 54"RCP X0.12% 340 P54"RCP�O./ZZ a h �S4 RCP @O/Z/ h Nt M @J Q c ct j N J � h W W Uj W � o N F h 0 0 h DA T UM 8/0 D+DO /4 OU ZA60 3 tQ/> 4;OD Sf00 Io+OD 7100 B+Gb 9-r00 /0 X00 P-00 /,2400 /3w00 14;00 /5400 PROFILE ONE STA 5430 STA 10 ,130 STN, 13+70 STA /4rgG MANHOLE MAN HOLE EXIST MAID HOLE �'�' STL. END SECT 101.1 STR.' CoZ7 STR"'G29 INLET EXIST. 4$"STR.*�63) STR.r' Co34 N 54" 54" STQ. O+0D REMOVE EXIST. STL .EUDSECT/oV 54 31? 54" PIPE STUp 8 STR.#�z5 I 0 oD FuTURE F�,uAS I S ICY srur3 of IS" RC Is e 0.50% - IE- 33.80 STA 14+ZB N 5� pISK � SEAL J CURB INLET Q CUR3 INLET STR.# Co32 O STR 33 31 ,PK R .IN LAKE 3 PLAN ONE. Z O V ERTIFL BY :' f �, ' m R E V IS 1 ON S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET �� PAUL I CRIPE, INC. CIVIL ENGINEERING w - f/ORZ, /'=50' i Yi� � ;, i ; -/88/o RE✓. PPELEN6TN dETtt/ Srx.i'µ/ozs7 _ • • LAND SURVEYING �ERr / s CARMEL SCIENCE & TECHNOLOGY PARK Q -:! - P, oE�ETEO srR.*r�Zb.•��a8 — �s.a. 7172 GRAHAM ROAD �V INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE , JOB NUMBER 8� � � fr , DATE RAT/ 317) - 6 7 7 7 LAND PLANNING STORM SEWER - PLAN 14 PROFILE 8 O 1 -3 8 / - / O O O O O F 48 ..ARBAUGH-- ° TCz 41 53 eo 80% -0 1417-0 RROR05eL 1r) tj '14 IAJ DkTUM 610 DkTUM 810 PROFILE ONE PROFILE TWO PROFILE THREE PROFILE FOUR uj N/ 0 T `5"' 1 STA, 0+00 PV,47- CURP5 INLET PL A�W ON E PLAN TWO PLAN THREE PLkM FOUR vie Ct" - -1 DWG. TYPE FILE NUMBER -0 1 TECH. CHK. DRAWN BY SCALE DATE CLIENT 140,Rz. 7 19 -Al PAUL 1. CRIPE, INC. CIVIL ENGINEERING CARMEL SCIENCE & TECHNOLOGY PARK LAND SURVEYING 7172 GRAHAM ROAD DFTNG. CHK. DRAWING TITLE JOB NUMBER L lll� -7 ARCHITECTURE INDIANAPOLIS, INDIANA 46250 7171111-111, DATE (3171 842 - 6777 LAND PLANNING STORM SEWER - PLAN PROFILE 18 10 1 -3 18 1 / 1-1 / 10 10 10 10 OF 46-1 mARSAUGH,-19 '1 53 NOTE: CUTS SHOWN ARE APPROX IMA•TEI TP.KEt.I FROM EXISTING GRAOE 7.O INVERT OF PIPE. COMPAC TED GRAAIULgR BACKF/LL CrI''°) 3.x± TC-- 42.0* TC=41.0(0 TC= 4 il/EEA/3. R-/77Zf( TC.=41.5t �J. --- IA14 R-177zA TC-- 41.0(0 NesusW f;-3z4b PROPOSED GRP.DE �(/EE.c/AI1l /772'4 AJEEUaNR 324(0 00 1 �� IS' STUt3 IIJ �- 38.20 h i B .10 h h "sT u rs � h K I 2 a M 0 n 3 a v L " IN (o V �1 @ (o V I " N 3 80 5 1 . 4 3 ZB Lr 4 S 3 / 18" I ti� 3'1.84 .89 3 5. 89 - 3 5 39� o F 24 RC P e 0.50% /D 34.47 34.105 r 34.G1B 34 0 o' R P 4 C / o 3 O o 3 O Cai I F 8'SR,U. Q/1 a"sk"'. IOCoOF 33'RCP (co+K.EMCASED) .. gl. 11 27Co of 33'' RCP (S 0.40% e32.1t @ 0.35% (come. � ENGASED� / IIt^ / V) 2�00 ti ICO2 of 3(o'RCP I� N 3.70% � M A m RIF RAP h N N \ h h v _4j\ O h O W 4 N v O Z aC K Q Z Q F V V 3 h h a NS 0 g j� ' Y 11 DATUM 810 OtGb /f6v t0 b SIAM b 7tLYI 94," 9/GYJ /OtLb 1140 -PNASE.z-- FU7�'tJRE /00%�.C/o PROF/LEJ = 3 70#SZ3=37.00 0 PROFILE ONIEM � sZ4 � STA4+4Z STA 5+48 MANHOLE MAI`140LE., STR* 52(0 =p+OD PLAA1 TWO, SHT- Z/ /5'oF/Z''RCP�u 0.60 STR. 523 gam' /.E.<�P SrR.#SZ-7 37./0 sTA I+cot — • w 30•, MA,UHOLE 5TR#51q S.rA +(00 STA 12+54 1 3• / /5ot-/5"RCPT 0.509'° =O+QD PLAIN ONEISNT. 2/ 3 q� �X� -- /.E. a� SrFt. 3 CURB )AJLET �'3/= 8.20 � CURt3 IWLET /.E. (g) SEAGEO E.vo.38.Z8 5T R.":1 5?5 * STR• S Z 7 ,L/EE,ua,•� f�-3z4� CURB INLET TC=41.0G -- g„ 26'of l8'fiCP 060% CURB /AILET Tc=4/06 .UEE.t/.4N R-3z4(o //�/1 ST" 528 0'SP wI. IE=35.3i 3 ZS'OF Rif F�TUR E PRASE E ly'S7oRM 1 E°38.3' \ CURB II.ILET _•="- oo�i° J\ TC=41.0c0 /E•�SrR� SZ4F37ZZ sNowu 1A.1 PRoFit-EO vE R-3z4� E•�75TR.#SZS-37 Sd 'Uv� 280E 18"RCCNO P>ZOFILE) STR.'k 532 20' of 15C O•SO% /.E.� SrR. `6Z7=3(o.7D IE° 38.3(c STR. 533 CURP.� IMLET —� 00�of l5"RCPT 0.50% /'E• SrR.ilk-7Z8=3(0 84 O /.E�lD 5r•4.'�5Z8=3 7 04 58.20 ( S) 5EAC /Q 58-01 N) p AJ--AjAN R-3Z4& Sra./3x03 STA 04-00 O �D O UAIDERWATER 916ChAVE p TE.uoORARY SWALE - 3S LAKE 2 PLAN ONE STA 11 C> 343 MANHOLEI STR.°t 51q w '•\� =0+q0 PLAKJ ONES SNT Z/ • .` Z4, 33 b '•�\ O �3" �/ �QQ�Q \ � 375 3 / w PHASE I 38z 38-9 ADAMS STREET X403 - - _ 6TA 04-00 0 f UA/DERW,9TEff D/SC/iWq'jV6 LAKE�Z DWG. TYPE FILE NUMBER SHEET v TECH. CHK. DRAWN BY SCALE DATE CLIENT E REVISIONS PAUL I. CRIPE, INC. ' CIVIL ENGINEERING /"=50' //0'.riz. ,• LAND SURVEYING �S. B. / 5" ✓tRT. /-z-841 CARMEL SCIENCE & TECHNOLOGY PARK �O �� " � b 2� 7172 GRAHAM ROAD ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER � c i�`C 3-' -8� �r.s'r'R,u • # /9~.3z � /�� INDIANAPOLIS, INDIANA 46250 IV, DATE 3171 842 - 6777 • LAND PLANNING S-Mg �t SeW-rA - r.A/v PROF/GE S a 3 S 1-1 / 1OF070701 O F 48 «.RSAuG«--19 1 1 s3 NOTE.: CUTS ARE APPFZOXIMATE�TAKET.1 FKOM EX IST GRADE TO IAIVERT OF PIPE, PROPOSED TC= .41.13 AIEE,c/ANR-3TA(o COMPI�CTEL� C�C�ANULAFZ I flACKF-ALL EXIST. GP kc)E M I I 12"inr@ 31.50 31.50 372 150 oF24 RCP GRANLILP ii 34/' / COMPI�CTE.p � @ I (0 % I 33' 1 N @ 35 00 3 a/ACKF ILL TC.= 4q.Co3 /8 /�� EXIST GRAt�E �IEEA/A 37 O N R-.3Z4G O 3(ooUT@ 31.99 � PROPOSED GR/�D E Nj h N ti h 45.18 p3 46.66 4G.� Q D3 Q(o 25 °f /8"RCP v)` RAF' @ /25% Full Q lz J V) v V Q °- V OQ W 14j a \ V N `n e o W n m o W 4 � 0 h D DATUM 610 DATUM 830 0*00 l fDO 0 iOO PROFILE OkIE PROFILE TWO STA p t 2 5 00-u aLE C uR6 I t,1L.ET STN 1+92 DOUBLE. CURS INLET STR:t'�521 70 Ifs k� 45 Pvr! . CAR M EL DRIVE /5 SEE PLAAJ5 HY PAux / �R/PE, LAIC . o Z4 B" ST L. ENp SECT 101y , FOR G'c�c/T/AIUAT/o,c/ / 11 / ST1�'#50"3 Joe 't8d581 -/O/00�APAr4T(tEt/TSJ Q _ STA o+op J I STA, O+(o'� _ 14 _ —v✓ STL. EI,JrD SECTIOAI 15'OF 12"RCP<@ 1.00% S�ouC3Ll= CUftT� 1N LET Cfjo PROFILE STA 1+50 cc Q l.E.�SrR?`t520=3750 ST1z.�5OZ /.E.�SEALED E.c/D DOUBLE CURE INLET Q 33 = 37 tos I V STR.'�520 Q Q Q STAG+OO PLAIT TWO =14G2 PLAN ONE,SHT.20 MA.QHOLE) STRtl"519 PLAN! OWE "O v lf 1 � QY -' R E V IS 1 ON S PAUL TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET 1■ CRIPE, INC. • CIVIL ENGINEERING VER I;`so� i_,z B� CARMEL SCIENCE & TECHNOLOGY PARK i .3-/�I- (o DELETED :5Efl o2 J ,,U,,V TORU APE Ci/ �. • LAND SURVEYING —= vER T / '_5 - Z 7172 GRAHAM ROAD JOB NUMBER �,�, ,� ,� r { ' i�� PCAc/T/REE To PGAV rwo X15.8. • ARCHITECTURE DFTNG. CHK. DRAWING TITLE J�da. 7 GI ¢_�_ ,g r �� 5� INDIANAPOLIS INDIANA 46250 IVAL b;b�, DATE 317) 842 - 6777 • LAND PLANNING STORM SEWER - PLkKJ PROFILE 8101 -3 8 I l 0 0 0 l (DI OF 46 MARe.uG� - 19 '153 NOTE: CUTS SHOW?Q PARE APPROXIMATE/ TAKEN FR-m EXI5T. GRADE TO INVE-IZT OF PIPE. COMPACTED PROPOSED G RAJDF- GRANUt,P,R PROPoSEt� GRP DE TC= 44.50 COMPACTED t3ACKFlLL NEE,UA14 R-177Z BA KF LR TC• 44.00 EXISTING GRADE I �VEE,uavR-3Z4� TC= 41.63 EXIST. GFRr-11 T C= 4 I.O± iUEEAJA F1�i".3Z4(p � ti rr 15'kI.I@ 40.48 J v ` 18 IN 1(� i 1 40.48 40.60 I 40.2b �I h J 381(0 38.1 3 R�PRAP i II o Yl Yi M e„�M 48"OUT 33.15 m a M m 39d of 42"RCP 1.50% 8"sAn1. W.E:833.0 ��(( nn 3`7-Dl (COLIC. E.AlCA5ED), 6'1—;of 48 RCP � - -_ 415'oF- 4e)" RCP@ 1.009, @ O. 98% 48 i^' \ h 42 34.40 0 0 54'pur v Rip aAP� � �o �33.(°0 \ h Q � � a ti Z Q # o O W v n W Q v W W V W J J J 41 W J �j O W J W h v W O a + o ' o DATUM 810 DATUM 810 0*00 1+00 2+00 3+00 4+00 0*00 Pt00 2-too 3,Goo 4f� 3tQ0 0+00 PROFILE ONE. PROFILE Two PROFILE THREE STN O+12 CURL6 IN LET STR"513 STR't511 PLAW THREE �LAKE'°�2 c R , 70 fi 1✓ U d I IJ LET 44 o�/S"f3cP 0.75/ STR. 50c0 511--51Z p I V (W STA O+ SO CUO Pfrc�i�E) il%6EVA4i R 324(P II 45' STf� O+lot 40.�J8 PVM . STA O+00 Oa Q /.E. �a7 SrR.�Sj3=40.8/ F STA 4+Co8 CURB IIJLET DOU[3LE CURD INLET O .0 STR. 50(0 STL. E-QO SECTIOt�I F 1 ST R. 512 ST L.END SECTIbA.J ` �' STR'}504 O 3 5T F;,. 508 9Zr EX.MAAAM04E �,( V./ NA mCOC/ 1 M _ R/PRAP W _ STREET P5 o gopBo , O�op�a OUTF,4LL O EX. ST ritE/.v ra pi rCN _ A' u opo 0m -- 18 4 A O t 30 3 3 lq/P RAP 48" MA,MHOLE STR*,505 s�” r I 11/ S TA,O4 '18 1 ST/A 5+00 =0-00 PLA,v TWO, T DOU STA 0+00 � L3LE CURB INLET I =0+30 PLAN ONE THIS SHT. STP.4+15 W I SSTRE 510 ECTIOfJ STR#50� MA.IJ HOLE STR'150q M A tiJ H O L E I STR. SOS I =O+DO PLAtJ THREE "� Q II VI PLAN TWO. IJ STR�*'505~x509- 510 PLAN ONE s Cm E~iR,T-4 ftW- B REVISION S it r- a PAUL I CRIPE, INC CIVIL ENGINEERING DWG. TYPE FILE NUMBER SHEET • TECH. CHK. DRAWN BY SCALE DATE CLIENT LAND SURVEYING ' CARMEL SCIENCE & TECHNOLOGY PARK , ,_ ,; .. ��"I�' � � RE✓ PROP �.4.aOE P,QOF/LE 4VE ,�s 7172 GRAHAM R OA D q,r • VER T. / 5 , 44-Slo R---r PER GRAFT/VFj CNECK Ks.a. INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER 22 L DATE NARBAUC,. - 1C '153< - 3171 842 - 6777 • LAND PLANNING STORM SEWER- PLAN 4 PROFILE 803 81 — I 0000 OF 48 NOTE: CUTS SHOWN ARE APPROXIMATE, TAKEN FROM E.XISTIKJG GRRDCTO INVERT OF PIPE . COMPACT EO C.RpNULAR COMPACTEIO B/�CK1 ILL PROPOSI=D GRACE GFIANULPR T3AC-F�l-1 LL EX I ST I N1 Cm GRP.D E TC=44.b TC- 41.0(0 TC= 4 1.08 �VEEiI/AN R-1772-A 1,.IEE,vaa R-324(o �IEENA,U R-3Z4( _ — \ p P PR�POSEO C�RAOE a ` 40.105 �XIST. GRADE 37p0 -3(-',5' 05 of 3C)'FZCP 19-1-00,% 37 3(o 3Cc.50 I 35.90 3S D 54 IQ @ 33.90 p 15'o F I5'RCP Q) o If)W.E.)3C, 33.oco @35.3+ v✓E.=8930 33.00 '�3gCo cn c tt� I.00�/o o � CCo�c.Euco.sti= � � 315 of 30RCP� 0.90%, v Rip Ftc�P LU �- vl vcm 3o.r3*-1�j 14 h n co V) N h h N h m it J v h 1` t ti W W OW W 0 �, j k W J 0 0 � v vl v 0 W W � !� O 0 DATUM 810 0 f 00 /f 00 Z+00 -6-too 4+00 -54-OD &+GYO 7 SOD 0�00 /+00 2400 PROFILE ONE PROFILE TWO Q STA I+BS 71DIDUE1, = CURDS I11-IL ET 545 sTA o+OD STA 0+00 2STL.END SECT101.1 ST P.2+1STL. F-Q0 SECTI O<\i ST L. EIJ� SECTION 8 3S14 = STR�SI'i 1 P DOUBLE CURB INLET *} S7FR.'} 543 R ST R:**54(o LAK E 2 3�•' 3D„ G \ 54 mil Ld o �o Qoo ST k Z+28 PVW7T STA I+(o0 (n 3 OISKri SEP,L- 5 TA 3+IS STA 3+43 =I i MP,KIHOLE, STR° 544 DOUBLE CURB INLET DOUBLE CURE INLET S7 R.'515 II STR''* E)I =0+00 PLAN OAIEISHTz4 �I Co I N I o, Av r�R.4�E5 SNOK/,U ARE SWAGE (�'RADES - �RADES /.0 P/T ARE TO .BE Z'LOWER TNA,r<,/ SWAGE VRADES PLAN TWO 4�- PLAN OKJE yr �� IUD BY � R E V IS IONS TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET PAUL 1. CRIPE, I NC. ' CIVIL ENGINEERING wHORZ I'= 50 4 S8(o REV. vERORacriuC�C'�/EC.K �s1 /-z 8� CARMEL SCIENCE & TECHNOLOGY PARK 23 LAND SURVEYING DFTNG. CHK. DRAWING TITLE JOB NUMBER 7172 GRAHAM ROAD � vERr. i". s' INDIANAPOLIS • LANDH ARCHITECTURE STORM SEWER - PLAN PROFILE a o 3 a i —1110 O O o INDIANA 46250 LANN NG S OF 48 DATE 317) 842 - 6777 ma .ARBAUGn--19 53 NOTE CUTS SHOWN ARE APPRUXIMATEITAKEf,I FROM E.X IST GRADE- TO INVERT CF PIPE- PROPOSED GRADE COMPACTEC� TC_- 43.0± TC=44.0± GRP.NULA.K 13/` C_KFILL TC=42.35 Tc=42.5-1 EXISTiNJC4 )2 lNe _g 03 I I 39.15 I 38AO 18„ I N 3(0.50 3 793 G° 35.14 1 4- 35.74 35-7 N 41'1 o 1 5 4 RC P@ 0.50% M 33.gco 54"oUT a. Qil �o G 35.74 355 OF 54° RCP(I'-' C.50% J D v 54 OUT h J 0 Q h Iri h � � Z � h o Z L tQ to O DAT U M 610 0+00 1+00 2+00 3+00 4+00 5+00 CotOO 7t 00 8+00 D+00 PROFILE ONE PROFILE TWO. STA 0+5Co CURES I N LET PLAN TWO STR.'�551 STR.'*548-"549-'551-"552 ST 8+ Al STA,0+'1 1 CURB IQLET -T L. END SECTION STR# 549 STUB [>ISKF� SE1- L STR'} 554 - - w - W I W - \A/ - 3 ,SM 122 No STREET /2 IL -.-_ 54 54" — i.10 PFZoFILE- -54" II 3 S=550 �I CURS INLET STA. -1+-12 STR.}`555 STA 3+55 Y ST T S C:42.35 TL. END SEC710Q A O+OO V MAN MULE = I+(o0 PLA1.1 TWO, SHT..Z3 MAI.IHOLE�STR�548 O 1 E= 39.00 IE° 39.13 =0+00 PROFILE TWO THIS SHT. 0� STR'553 MkQHOLE , STR°* 544 0 Z 40�of IZ"RCP I.00/Q Q NO PROFILE- . PLAAJ ONJE 1 /,v r. 3785 Ex.3ric/4 F/ELO TiGE STR"544-54g-55354 Ln, g �! R E V IS 1 ON S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET L _ PAUL I. CRIPE, I NC. • CIVIL ENGINEERING NORZ. 1'-50'• LAND SURVEYING V1=RT I°= 5' i -2 -61a CARMEL SCIENCE S� TECHNOLOGY PARK 2� ✓��' '' � �°e ' t ^r 4s 7172 GRAHAM ROAD • DFTNG. CHK. DRAWING TITLE J09 NUMBER ,� �� !> $� RE✓. PER DRAFT U CNE� l�S. B. INDIANAPOLIS INDIANA 46250 A R C H I T E C T U R E ✓�''''J�J>>I T��i��. DATE 3171 842 - 6777 • LAND PLANNING STORM SEWER- PLAIN 4 PROFILE 81013181 ) 1-1 I lo o To7o-- OF 48 "ARSAiGH--19 '!53 NOTE.: CUTS SHOWIJ ARE 4,PRR0X1MA\7E-, -TAKE-1,J FROM EXISTING GRADE To INVERT OF FIFE- 71(f PROPOSED Gf�P.DE 4J,00WAA4 R-/77Z A COMPACTED C-aF-t,P-,V,,1L.3% PIFk TC- 38.92 TCm 38.5 N TC- 39.38 TC-- 39.37 Z 4�� COMPACTED 4) EXIST. GRADE 1L)GFAjAA R-/772A C-RAM U L k 7 AJE--AIAA/ A1--0A1A,-4 0>NC-9-F I LL- ff--,C I T C.R,P-,ID E- A?-177Z-A ........................... .9 E-XIS�T GFP�,C)F- CKIR.X-JE g 2 RC t tu ........................ ....... .................... ......................... 'A % to 33 g,�-m 6"F�,N 7 .......... ........... 100 12"1?-'�cp (2,341;c ;Z,of 15"Rcp 1) W, E-z 83 3-0 Z4 1 AJ L 14 0 3DA4 30.34 3 D.3 2> 12:5 VV E- 8 W E.z 830-0 OF ezlOof- F\Cpe 0.20% 0. 2 31(o'L:>U T 280 C) 3(—" Fkcp (FUTURE PHASE r (3 1�— 3e,",,7- cz (COW C,E-MC NSE %j 4 V) h O �c �j (L 23.2 t k k: 2 1.2 t �j 1j) 4s� k k kN 4j Lk) Q IAJ -4 Q�, ,j) Lu Lkj ,j -i J 11 ,J j \j %) S) Ic 0G N) N) Lb DATUM 610 N DATUM 610 0 t00 It'90 0+00 1+00 2+00 0+00 1+00 2i-00 3+CXD 4+jo &+00 PROFILE OME PROFILE TWO PROFILE THREE. pH FUTURE PHASE F ST P" 2+(00 S7L. EMD S>F-CT1C)Q s-r F-*1 57C, � l LAKE' 5 Q, PLAN TWO . � 1 a -qTA 1+48 STL. E-KJD SECTION 5T)�, 71-57 r=)T k I+ 38 STR X572 Z-1) ST A, +3Z FO1Jr-> OUTLET 2 CURES INLET � STR°*575 END PHASE ONE C CN-T -u ur lot-I FUTURE PHASE) PLAN-- -ONE :7 FM-777": ST R.' 5'10-59 Z CARMEL DRIVE �-g STN 5f8Z w 15 1/7 L=8 I�j=6 6 TP, 0+48 m STR.#5810 01-00 PL AM TWO vi 3 MA J HO LE, STR* 57 I -STA-0 IL80 <7 coKjc F-Kicp.,,sF-o �5-rA Z+30 CURLS IMLET M A AJ N 0 Z-6,5,-A. 577 47. 5TA, 0+(04 :5 ro e o'o,-15"Rar-' A7 -3 L,NX =D+00 FLAU THREE -mO PROFILE I-' M/-KJHOLE-1 STR.*r573 SEAL IE=b3Z.45 STI&I 0+00 STA-5+ 40 STL. EMD SE-C-TIC)Q CURB 1MLET,5Te518 STF\ 5'10 PL A N T H R E F. =0i-00 PLAID 01-.JF-, SHTZ& o4' -5 5 ,,TR.'513�'.599� 18)�816 61 JJ BY R E V IS IONS CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET PAUL I. CRIPE, INC. • v6l;r r /"7-5, CARMEL SCIENCE & TECHNOLOGY PARK 7172 GRAHAM ROAD • LAND SURVEYING 4-7- 25 K INDIANAPOLIS, INDIANA 46250 0 ARCHITECTURE DFTNG. CH DRAWING TITLE JOB NUMBER DATE PLAN e5101 -3 1 81 1 1-1 1 1 0 10 1 0 0 OF 46 (3171 842 - 6777 LAND PLANNING STORM SEWER PROFILE .ARSAUGH 19 '1 5 3 w MOTE: CUTS SHOWN ARE APPROXIMATEITA.KEM FROM EXIST GRADE To INVERT OF PIPE. rc= 43.3 NE,5N4N W-177Z-A COMPACTED P1�OPOSE[� GRADE CiRANuLAR 15 Ajz�1(l I I..L. TC= :38.4o0 TC= 40.25 P RoPOSe-p AIEF.uA.4 R+-3Z4(o G fZA iC/EE(/AN R 3Z4& EXISTING GRADE I I - EXIST. GRt�DE . :....: :...:: COrnP(iCTED C_,RA U N 3 7.35 a �. A KFILL iJNpE E X I R D IV t I IZ 35.// 77; 35.3/ 3 .100 3�$ 33.�� 138'ofls"RCP M^ `h h Ex. GIZAoE 91.8a 15" 308'of l8"RCP G 0.50% m 18"I N z.z0,% h D C° a3.� T h 24"OUT 18" ti 258'0 24 RCPGd 0.50% @! �33'1� � V ' P20POSEO fZ 31.11 3CO"OuT 43 `� in N h a 29•ID 30 DO g0'of 18"RCP v v� N ul L6 14, h o h Q o h 0. ul Ld J J j► ti \ Io'sP J. M vl � �b) h z 0 o N. ° o h 0+00 1+00 2+00 c�p.TUM 810 5fGb to ,00 0+00 /t00 t7 f� ,PROFILE ONE PROFILE TWO PROFILE THREE STA 1+Co/o CURLS lNiLEr cc , G-rR.'�Sgl STA /+38 J V CURB INLET 15„ ST Kit 580 STP� 1+8G STA O+qb 1 STUB-p►sc.� SEPAL 50 STR 'k STL-. EUD SECT 1o11 PLAN TWO r . �S Z STF'`(c37 R ►-✓ S7R�'5'19-"582 3 Ex l x 12'CMP O D' . ST A, +38 REPAIR PMT To _ D _-lr-11JAL C0NDI71cKj D ISC�' SE.A.L C3v��'F 14 A GolG�... . FM � /.E. =z�ss 3p• .. Z5'of /9~RCP @/,907. CARMEL ORI VE 6 T 6,1106 A3 RAP IE°30.40 JJ,JOER wACK 3S' — is" .STA 0+00 (VO Pf{OF/LE� F CuR8 1Aje-E T I STR:'3 584 STL.EMD SECTI()1.1 / 2A" i o MA1..IHOLE) STR.4- 5'19 StA S+Co Co c� =0+00 PLAr..I TWO V J to CURB INLET 3 rA 0 too = 5+48 PLA-i THREE,BHT, zS PLAN ONE PLAN THREE CURB INLET, STR "5'18 STK:"518'S19 583 585 f R R �+ REVISIONS / e i-zo-B� RE, L/FT STA. � ��._ �5 PAUL I. CRIPE, INC■ • CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER /-�OK/Z. / =so SHEET to LIOOroFiYf. .4CCES5Offi✓E ,�s..a. 7172 GRAHAM ROAD • LAND SURVEYING �/ER = � �--Z-B/° T / -5 CARMEL SCIENCE & TECHNOLOGY PARK �RAF7iu� �a�,•( �S. a INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE O?G DATE 3171 842 - 6777 • LAND PLANNING X06 NUMBER .RS.�� s� STORM SEWER -- PLAN PROFILE 8038 - 0000 OF 48 NOTE: CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE. PROPOSED GRADE TC= 34. 75 TC= 3Co.5 UEE�UAL/R-/77'LA T C= 35.D 7 TC=32 75 UEENSIN l2-/772 .VEEVAH R-32441 GoM P/+�TED .11 E6�t/AH R-324/v GRA NuuAR 131�C.K F'1 L L EXIST. GRAD (TYP.) 0 4�� 4 1 N � N m V .... - O I `� �! - 12"IN c Z9Ao 1 (d 30.8 31.8a 1.t5.. 4 /5 iM /7 — @2B.95 / 9. 78 30.05 ZB.4/ /o7'oF 3D"ReP m 27.88 27.88 41�5'of- 30"RCPGv 0.2590 I @ 0.Z:5 /o ZG.50 105'of 30�RC P O 275'o,,30 RCPT 0503; D.SOS: *NOTE REMOVE E7mv � zS'or 30"RCP h , SECT/OM y' USE F0^ � �' 0.25% Q( �1 � � STR?*�13 WHEN FUTURE Q � PNASE is CDiV�TRUCTED• � Q` 00 N cn In co V) h rc tj Ill v k q J ? h W j Q W 2 ti v m w z 0 o W * h ^ � 0 0f00 /too z� 3+00 DATUM 610 64.00 Boo 9{�i I DATUM 820 D too PROFILE ONE FUTURE pN•4sEI . PHASE PROFILE TWO /O'oi/,Z• RCP40 0.-To% FUTUKF- j-"p..SE. �Uo AzoF/cc)Dsic g'SEgL EA/D Sl A 3+80 /E. 6D -Z9.90 STn, 8+00 /.E.4D5EAGED6ub 09.9 MANHOLE STA 0+00 ST P, 2t 75 STR.*'Cvl(P REMOVE END SECTIOvj H CONNECT TO PIPE FROM 4 / ST L. END SECT ION CUA-8 JAJLET PHASE T- = Y STR.''�13 .6 -"-!o/4 L ° M 3 cl CHASE COURT BLOCK l� FX b V S PYMT. TA O t00 5 Ti9 Ot4p QI uoF/S"i4L'P� C]� STL. END SECTlDA1 �TG. EUD SECTIOV C�.(/O PROFicE)�r3t�+SE.a c E.�O —I STR.�G I 1 i8 STR•"��/2 �o/4 =28.95 FUTURE PHASE �•E• �SEALED E.vD c.z9.35 �ACCFiLG AR /NAT C.. PRO>=1 LE b N E ►JOTE: EXIST 12'•CMP To 8E REMOVED. Q a i ST A,, 9+/7 �Q �Q CUR2) INLET I j O sTr�.— coIq 0 S T N, q F,,t'• .VM r TO gE REPA/R® Zo'of/'?"RCP�0.5o% I CURB ro OR/-4i,VAo Co JP17-loAl �,Uo PROF/LE� �O,q J✓ /.E. L Sr: A16/9 r31.2-7 STf�. X21 QD S5"e- D EuD= 3/.37 PLAN ONE I. STA, 8+10 STA q; 79 PLAN TWO MANHOLE TEMPORARY SWALE 0,44Y, STA 1+85 STR' (o l8 O IOISC 4 SEAL FLl TUBE PHASE (SEE FUTURE PHASE Fort PIPE LOCATION STL. END SECTION J � ST R.*6.¢,3 WM Y / \ ZQLi ��/V �i I �/� 30' TEMPORARY SILTATION PI T 0 Z8 2q� 0 Zg41 9 • 100' LONG / • � eo �i oeo L) 2� 04 Ze 4 Al J tual 57 u//t FUTURE STREET (CHASE CT.) R/W 71. PHASE I ER X F E Y REVISIONS ' C TECH. CHK. DRAWN BY NORSZ C A/ L sE o DATE CLIENT I' CRIPE, INC. IVIL ENGINEERING DWG. TYPE FILE NUMBER SHEET 7172 GRAHAM ROAD LAND SURVEYING vERr. / /- z-Blo CARMEL SCIENCE & TECHNOLOGY PARK DATE INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER 2 7 MARBAUGH-111153 13171 842 - 6777 • LAND PLANNING STORM SEWER • PLAN PROFILE 8 0 .J 8 1 — / ITololo 0 OF 48 ►DOTE: CUTS SHOWW kFRE. APPROXIMATE., TP.KE-Q FROM EXIST. GRADE TO 11JVEFZT0F PIr-a_ COMPACTEp Gt�}a►.lu LAR TC= 41. 3 ± TC= 3�1.�± TC= 41.0 5 MEEUAN 9i-/772A TC= /•10.0± NEE,vGN R-1772A PROPOSED GRADE EXIST. GRADE Alca,vAU Fz-3246 AI EEAJA<J R-/77.Z-A PROPOSED GRADE 7"C= 38.115 - AjEiFMAH R-3 410 TC- 34.83 38.20 EXIST. URAoE I � 3g.Q'} _f 15iti - 35.48 I I - a n 18"iu 24 IN @33.!04 W.E.=634.5 @34.102 ¢.�(� o n hl 33.IZ 3 285 of 18"RCP@ 3 103 33. 5 9.DO 34.00 m D W 3 3 E.=65.0 32.co 1 32.BB 2.88 33.12 I � 32.6,1 I 33"�ti 220 of 27"RCP @ 0.90% 250""30'RCP�0.30% @ 32.GI 90 of 3 3"RCP 3Co'ouT @ 31.ot @32.(01 e'sa�,. S 0.3090 06oS of 3Co' RCP@ 1. 14. Q h 28.1±�V ail E? 25.71 RIP RAP ►� v1 v W h W W . k, I h ° o o Q ? Q J DATUM 810 0+00 I+00 2+GYM 3+00 4+00 5 +00 /*00 3400 4100 5100 PROFILE ONE PROFI LE TWO. ST R.*:'- Sq 2 _ STL. END SECT I O ST A Co d ST R t* 59\ ST A, O+Op MANHOLC STR.**599 CUR&. 1t.ILET LAKE 5 ' = ao of 18' RcP� oqo°i UNDERWATER p�SCHh FiGE =0+00 PLA1�I ONE,SHT ,29 il/EEVAN R 324(0 trhlo PROFILE) CL 5rtt.41 59Z=35.C>o 1 ST R.p3 588 TC = 38.E S 1.E. a-STA*_591= 34.84 I.E � I Za �K_ STREEr � szNZ+E z8 Roal E)�� o.a0°io off. STR.#x$90= 34.10Z FRS P RAP 1 E�a STFZ.X59 1 =34.84 w \O� PONo OUTLET_ STRUCTL-3 RE \ STA 3+5 S �S 5TR.t* 6o00 STA o +oo i 3�•' MANHOLE �� \ =2+(05 r-LAPJ ONEiTH1S SHT. STR.°*S�JIo 3° ,� �,c,�(�\ MAN H0LE,STR?} S89 5TA 2+20 �� `,\J► CURD INLET STA 5+53 Cf� p' STRsi rJC�p p I SC l�' SEAL -- G5 S- 33 h STP. 2+Co5 20'oF 15"RCPm Oj S% /.E. QTR.#5910=35.4b \ S7 A, 5+33 �r.lo PROFILE /.�• 597= 35.&-3 ti �• CUR5 INLET MANHOLEI STR't 589 26oF 15"RCPe0.50% STA 5+05 ST R# 594 =0+00 FLAN TWO, THIS SHT rl q� CNO FR�OFILE) /.E. @ ST'R. 597 =55.(o3 o Co 5T =3577 PLAN Two. CURD INLET p S 4598 FR. ST R*S9 3 2� STR 5q'1 CURB I ILEF CU RIS I N LET A/EEAUQN R 3 Z lo ��11 AJEE.c/AN R.3Z4& Te =38.75 -re =3g.75 PLAN ONE. C - t D X R E V IS 10 N S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET PAUL I. CRIPE, INC. CIVIL ENGINEERING NoRZ / ;SO i-a -8� CARMEL SCIENCE & TECHNOLOGY PARK 4-7-810 R6Y. PER RAFT/.0 C�NEC/'� KS.S. * -Y�=-� 7172 GRAHAM ROAD LAND SURVEYING vERr. / = 5 NUMBER INDIANAPOLIS INDIANA 46250 ARCHITECTURE DFTNG. CHK. DRAWING TITLE (FUTURE PHAlbES) JOB ,t•,„��'��a'��'� LAND PLANNING STORM SEWER- PLAN PROFILE DATE 317) 842 - 6777 1510 1-3 8 1 - 101C> 1010 OF 48 .AQ8AUC, . �9 53 iUOTE : CUTS SNOWAV ARE- APPROX. FROM Ex (�3 Ra D E Tr,) /,/J✓ER T C0P"MPACTEp OF PROP05ED P1 PE . TC= 43.5± GRAPILILil SK ILIECx1,a-1 R-177ZA / Q� PROPOSES GRP.p� 1. PROPOSEC� CafZPOk PROPOSED �1��>=. r/ N EX. GRP.pE T C'38.2 5 .''.: :�:::`:` ':� ' :?::r•:'. I Ai - 77zA � 5 E N 3Z4�o .0 EE N R/ A - s8 2 ,c.l ENA R �X• GR E. TC v ou I I N I I Al.o — v PROPoSEp GRApE h � 1 38.85 _ m 3ZB2 378 .35 �Z" NC�•38.85 I — I GJ I 3O% E CaRAT�E. 24''ou� 37.8'1 Z4'iu E32B7 Z4 our 11Co of 2/-1��RCP 24'o.,r 4 8 5 i1•'i,v P 3885 n1 3 28Z 0.41% 3l.SZ 3 5.3 3 34.(,7 3 _55o'of 24�"l5CPe 0.85/ `�' z IZ"IN W.E=834.5 34.50 350 V � 38.eS O 0 33.co4 I s''�N�a 6.1 i y (��, ZS of-/5 RCP 3o'our 12"i�@ 33.(05 205'o- 24""R P 21P 2AP h e 33.to3 @ 0.50% poi O X O h o h vQ o N a In I. I• � � � o oc 1t W D DATUM 810 DATUM 810 O+OD 1'00 Zt GYM .�t00 d"oo 5+00 61,00 0 t 00 /fOJ' D t GYM /tG�'7 O tU0 /�GYJ PROFILE OWE: PROFILE TWO PROFILE THREE PROFILE FOUR 0006LE. CURD INLET Tc- 38.25 iV EE"vAN R-324 d rs 28'0F IS"RCP @ 0.50Y. -5 TA l+6,6, o° (No PRoFI LE� 1.E.�STR*�X05= 35 /i 5TL. 5UD SECT/DAJ 35.25 -5rq 1008 (PLAU THREE) "s 30'' eG- STA 0+'10 Zq ' PLAN THREE CURB INLET J STR'#0002 Q O ST}Z'acoo'1 `(008 ST p, 2+o 5 o STA 0+00 DOUBLE CL1FZt3 INLET �A07 �' 1 STA O+98 ETFZ;j Co05 1711 70,R CURC3 INLET �� ST R. (00-13= 1a+05 PLA,U DAIE� 5HT 28 MA1.11-IDLE, STR*k 599 � �`L /8" LAKE' PLAN ONE tiA STAI+23 5-TA, O+pO A (V 5T,&, 5+5S STL. E J0 SE.0-TIC)Q ILA MkU HOLE( 57R.*'-&07 STR.#Co01 `C = O'DO PEA U TWO THREE V' . v E- STA �t20 ST L. E N D SECT 10 KA sTR PLAN FOUR 5 T l+1l0 � ti i .STL. EAJO SECT/DA/ SrR.��09 PLAN TWO (PL AAJ TWO) of s-r F_ o o l Co Oc1 i wtED B_ �' R E V IS 1 ON S TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET 9 PAUL I. CRIPE, I NC. CIVIL ENGINEERING FIORZ /?.50 -a� os -� p � E!58LAND SURVEYING = -�-8� Z7 7172 GRAHAM ROAD CARMEL SCIENCE & TECHNOLOGY PARK �7 ( ,✓ 41, 4-7-f& PiE✓. 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INDIANAPOLIS, INDIANA 46250 • -7- REGP DRaPr/ C'NE 3171 842 - 6777 • LAND PLANNING 5.�1/TXRY SEWER - 10ZA J V /�FjOF/GE / 1-1 / D O t� d 4 DATE S D 3 S OF 8 .��RB�UG�--�0 '��53 �OTE• CU7`S 5,a0w / ARE APPROX. FfioA, Q EX. 4RADES I -RAOE �\ ! '' G %ROPOSEO �iT�IOE - I✓I (3LD o 3"j4 j C4p'c�v pQV; S LL/LOD 319-4 3 . V V j/5"3 RSC.S P y 8"/c./ 30. 7(a 48�� 0R 1 8"•%l/�u 30.Bc7 ,30.58 8'"DUTY 40 '2q ZZ 8'Dv r�ZI.Z7 h � N Nt Q Q � 2'..'90 3+o0 4•,oo ,Stoo 4-,,00 ROF/L E IWO- S2?AZ,=- / =,SD 'y/oRiZ /CJdTE QLG 5-AA11 rARY CAST/•UF 5 SN�ILL ,B� /UEE.uAw 8-177,7-,Q OR ACC E.oTE� EQU,d G . MARW W1-5-' STEEL FE,c/CE Posr �,oA/,vrEO f3Eo�. �AC//lF/LL UNDER P✓M T, W/�'fi4,C/UGAR MAT G . STA. 3+A, 5 ra. 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DRAWING TITLE JOB NUMBER 40 DATE 3171 842 - 6777 • LAND PLANNING /CORCE MAIv - PZA)(1 ,o pgo"r/L E 18 101 .3 181 / / 101010 O OF�B .AREAUGH--19 1 153 4�UT.5 5s/occ/,/ARE AR,-AoX,14XAre FROM EX/57-/Xj/ yR40E TO /,vrERT OF PROP�SEO P/PE . EX/5T/.l./ry �RAOE O O �9 m )�'ROP05E0 aAAGA- a r? �lj t� N,. V ,m p, �j1'S�37Z t � 3 v / ---- •� ,.,��7 3.3.9 t / / / / � 8'Lo 33.55 I l/ 11AAA1 Fort CDUT/c/UAT/Ou J 4 i J 1 t /f00 ZOO 3-�DD 9tOt� 5�-DO ��po 7tO0 Stoo 9100 + O /DODO //tOO /Z O /3�OD /��.Op /5t00 SrA. /too PROFILE k /S/IA.C/fk�G� STR. 14`4,04 Y 24" /gym Z k .. 3 � /D' 9 30 Sr . t,-&ro L/ter SrArio ci 0 STR. QZ/o 1 C�/O PROF/LEJ �\ 14 tib � /ylAfiK W�S/STEEL /5 /�• 8'" q SrA. /7t 92 Q z FE.C/CE SST AJorE OL,tFIG'T E 5TRA4l�/TY � .XF/GG U,C/DPEA R/c/TEO RE7 , �O'�oFB 57-,4 A P/�iitT. . 0 3'57-A /�pd P M AT'L . 5.v 7- 3,8 � APPRO✓EO FOR CO.U.(JECT/O,C/ PUMP A,UO RA/GS TO STQ /6-1`07 FROM A4A UI-1OGE. 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EX/5 T/.(./��' �RA�E PfJOPOSEO �RAOE -- �— @38.0 — " C SEE ' AA1 tN Fofi 6o,uriuu,•+r/o.0 &-(C,)_74�� J�8 30 6+ Ssrr.4 �. �L 9t �9�z' 8„ 3o.z¢-I I r JT 1 � v D,4;ro9M $/D /�moo /7�Do /B goo /9 DD ,ZD moo Z/f Do Z,z ADD Z3 ADD .Z4�DD .zS�DD .Z� Do .Z7�Do .z8;oo ,z9foo .30�oa ROF& E O&E SCALE /"=SO'110A 1Z. I I I 16, iq OR/ YE �b /,vr.25 g9 / / Z7 _ O.40�o O zg As ' h Al„ Bc�' of O.40 io S TNRv-3T 1340041AI.0 RE&P /Z" _ TA — z� SE E DE /L SNT. 48 17 /ue 1q�8- /z' s" 1000, ^ FOR CoNTiN UAT/d.t/ L u OVE A PPR6,rl to TE Z-ceQ T/o Al 36" 8' h FoR CoN rivuArio,u A�� 4D w F � BI REVISIONS TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET � PAUL I. CRIPE, INC. • CIVIL ENGINEERING � � 7172 GRAHAM ROAD • LAND SURVEYING '�S� �orEO /-z 8� CARMEL SCIENCE & TECHNOLOGY PARK INDIANAPOLIS INDIA • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER DATE p 317) 842 - 6777 46250 . LAND PLAN N I NG /�dRG�E x(/1,4/,C/ - pzdc/, ,� PROF/LE D ! — 1 O O O D +�ARBAUGM--19 1153 8 3 8 OF 46 MlAil(,I UM DEPTH TD ,B E FFm pRopOSEp aR4DE To Top ar, PR0P05ED FORGE MA/.(/. � FOR C_.O.C/r/X/UA r/ON - \ 5EE 1-:1,4AY 5,14 7-. 43 RA,000AR ' W 48"RCS 7.2'* FOR Co,UT/,UUATjo.J/ - J z9. i DA 7-OM 8/D Z9 Oo 3otDU 3/f 00 ,3Zf 00 354-00 310-"00 37�Do 38tOv 39 �o0 40X00 /*DD .�,Z�DO 43 --00 44 f00 514 T 43 RO,r/LE O'UE 8' AA A3 Q g '�D u -/UUATio,J/ / SEC Phu / SNr.4/ qt Z 8" d• / 41 a p 8 • �1 F' 0.40% t 9 F 8„ 35 3b 3s 3�0 F.M FDPtC� 8` CA AM 67Z- 49/3 , rE 10Z /U OlUE 1 • .:i.isif3,s3 R E V IS 10 S • CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET 4-7-8& R v /DER DRAFT/c/ /ECK5. PAUL I. CRIPE, 'NC■ CARMEL SCIENCE & TECHNOLOGY PA • LAND SURVEYING PARK 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 ARCHITECTURE DFTNG. CHK. DRAWING TITLE _ JOB NUMBER 42 hll+1B8QA4 � * DATE 3171 842 - 6777 LAND PLANNING FOR65 / MIA/41 PZ-ALl -0 /�,30�/GE $ D 3 — D O F X18 ..ARBAUGH-- 9 1 1 53 ail a _ I h ti 7 Ai 4 g"R r e FowCE 1t4A/.c/ 39 7 v o 0,4rVA4 820 •� o �I.s�-oo �. �J7 -4lo DD ADD -g8�1>D �9f00 3��00 ,S/tOD .5,2 00 -S311D0 54�OD SS"t00 SIotDO 6'7fOD S$tOV S 9 DD -1"ROFIL E OAJE SCALE 44 45 Gg� L,Fr S>Aro-v\ �� r �\ \\\ 49 44 /l/I45G M eA)� TaAUST BccexIA1 4 SEE DETA/L SNr. 48 \\ � FM• \\\ EXisTi.UE (o" D.C'./. FoReeiNAi \\ PZ- A AJ OAJ •M. FM• SCALE FM \\\\ �,raCr .vc.ario.v ro , E DEr. frui,v -D \\\ \\ AFTEf3 ALi E,uuE,cir ' CONSTRUCT/o,U \\ keel- PI-A",5 By M/D-STATE EN4/vEEiS/c,g \� ;'if%h r i�4 tt� ARE CO.NV(�TED \ f REVISIONS c' ry 4"7-B� f3E'' PER pRAFr/u C'' �S.f3. PAUL I. CRIPE INC. • CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET • LAND SURVEYING /�s's '�orEO -'�-8� CARMEL SCIENCE _ 7172 GRAHAM ROAD G & TECHNOLOGY PARK DATE — INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER 43 -ARS•UGH 9 5 3171 842 - 6777 • LAND PLANNING FDRCE MA IAI - 12ZAA-1 OV AROC-A- E $ 0 3 8 / — I 0 0 0 0 OF48 TYPICAL CONTROL PANEL INSTALLATION HOFFMAN A-36H3012GLP 100 AMP DISCONNECT T. D. H. 6 I .0 1 METER G. P M. 300 GPM BASE STORAGE 636.0 GAL. MAX. OPERATING CYCLES 100 AMP PER HOUR= 10.0 TRANSFER ULTIMATE NUMBER OF = ALUMINUM HATCH WITH TORSION BAR SERVICE LINE TO MOTOR CONTROL PANEL. UNITS BEING SERVED 0.50 MGD PEAK FLOW O METER ASSIST; SIZE TO ENABLE STRAIGHT UP NO SPLICES WILL BE ALLOWED IN THE HOIST OF BOTH PUMPS 8CLEARANCE MOTOR OR FLOAT WIRING.(3 1' PVC PIPE) ALL ELECTRICIAL CONNECTIONS FROM BACK OF LADDER AS PER PLAN VIEW. TO THE PANEL SHALL BE MADE INTO THE (FLYGT MODEL F"OR EQUAL) BOTTOM OF THE PANEL. LOCATION OF CONCRETE DISCONNECT PAD& CONTROL PANEL 44 FRESH AIR ANLETITPIPE P /� OUTSIDE ENGTDH 0 F HATCH 8" JUST 0 ER LADDER. CARMEL SEWER DEPT. STAINLESS STEEL UNISTRUT TYPICAL UNDERGROUND SERVICE NOTE CHART TO BE PLACED IN STANDARD NEMA 4 ENCLOSED, TRANSFER EXPLOSION PROOF LIGHT SWITCH ON THE BACK OF PANEL 4-4 uNC 26 CAP MOUNTED ADJACENT TO -- UPPER GUIDE BRACKET CONTROL PANEL. 4 4" GALVANIZED "T" PIPE PLACED ELEV. 842.5 4" PIPE THREAD WITH CAP ON DOWNSTREAM SIDE OF PIT z MIN. 9 EARTH COVER UNLESS SOLID M.H. CASTING OTHERWISE APPROVED b EL.=841.50 - (NEENAH R 1040) OR EQUAL FLOW METER PIT ELEV.= 841.0 4 - T.C.=841.50 4'x 4' 3"I.D. PIPE FOR HOIST ° °' ° A Y'g b1 I 6" CAST IN PLACE CONCRETE d '6 GUIDE BAR-2 4"CONCRETE- STANDARD WALL b ' STAINLESS 0316 4D `�PRINCE'CHECK VALVE W/OUT- 3/4' BRASS DRAIN p 1 O.S.H.A. APPROVED STEPS VALVE TO BE LOCATED p IN WALL OF NON-COR RO- SIDE WEIGHT 8 LEVER.CHECK SIVE MATERIAL 6" MAGMETER VALVE TO PASS 4'SOLIDS WITHIN 2" OF VALVE L - 2 LIGHTS SHALLBE PROVIDED- LEAVE 3' TO 4 OF SLACK IN FITTING = Q. FOXBUROUGH I EACH SIDE OF LADDER CABLES TO ALLOW FOR LEVEL �', t TEE �I A� 4 D.I. TEE PIPE WITH 4' h (WEEKLY CIRCULAR ADJUSTMENT D �'; HOMESTEAD"' 6,. co n; RISER PLUG VALVE. CHART)* PLUG VALVE •p' 6" D.I. Vol � 8"x 8"x 6" TEE 8 34.30 - - 8" DIA. FORCE MAIN a ; nk A C ►.' FLOOR DRAIN WITH _ Q , BALL VALVE WALLS TO BE 8 ' CAST IN o� SLOPE TO DRAIN - �. PLACE CONCRETE OR 8" G EL.832.50 BLOCK W/WATERPROOFING EL. 832.5 p FLOAT ASSEMBLY TO BE Y A p• 6. 11 -A•: D 4' DUCTILE IRON PIPE TO BE P '. ''•a MOUNTED SO IT CAN N 6"CAST IN PLACE CONCRETE NOTE,., ,� l,;, he "Master Control Panel " shall include but not be limited to the following- ANCHOR m USED AS AN EMERGENCY BYPASS ADJUSTED WHILE STANDING 60 MIN. MODEL ON LADDER 7_ 10" 24 MIN. (a) A single unit "Mini-Power" Center consisting of main primary breakers. (3) 15 amperes 9 GCL 1 ;� 1. Pumps to 240 or 480 three phase. 1/2 H.P. SUMP PUMP(CONNECT TO WET WELL) secondary branch circuit breakers. One of the secondary breakers shall be of the ground Pump cubit fault interruption type (G. F. I . ) , to be used for the circuit protection for a duplex CLAMP p and all cable fittings shall be #316 stainless. Plump brand to be Flygt. convenience outlet. Primary and secondary breakers shall be supplied with provisions d �= 2. Power: for padlocking. The duplex convenience outlet shall be 20 amperes, 120 volts, 6" D.I. PIPE (SLOPE TO DRAIN grounding type, all to be furnished and installed ed b the contractor in the main control � (a) Shall be 3 phase 60 cycle. y D: INTO WETWELL) (b) Voltage shall be 240/120 3 phase 4" wire box. (b) One A.C. magnetic full voltage non-reversing combination motor starter with circuit disconect for each pump motor. The starters shall be Square "D" and shall be equipped (S ve ,. A. SEAL CABLE ENTRANCE 3. All wires from the control box to the inside of the lift station shall be run in with overload relays which have "Normally Open and Normally Closed" contacts and PUMP STATION non-corrosi conduit. (PVC Schedule 80) . EE NOTE 4) include reset button, green pilot light and hand-off-auto selector switch. All three 4. The hole in the side of the lift station that the conduit comes through, shall be overload relay "Normally Open" contacts and the alarm contacts of the "Time-Mark" phase monitor shall be wired in parallel into the alarm system. All control ° grouted with waterproof (expanding) Enrico grout. I 'STAINLESS equipment shall be provided for operation on 24 volts 60 hz. y. #316 PIPE u 5. In the event overhead electric service is chosen, the contractor shall furnish and (c) The Pump controller, by Consolidated Electric Co. , Inc. , Model CB2A. • ALUMINUM LADDER TO BE MOUNTED install complete, one ( 1) wooden service pole with meter socket, power and telephone Said Controller shall contain all control relays, terminal boards, etc. , necessary SO TO HAVE EASY ACCESS TO HATCH SECURE FLOAT CORD TO VERTICAL PIPE service risers (Square D - CM7 - 1QRM) . The pole shall be guyed as required, and for operation of the pumping system. 6.0' INNER DIA. WET WELL OPENING AND FLOATS g d One "Time-Mark" 3 ' = WITH TIE WIRE SUPPLIED WITH FLOATS underground service to the main control box shall be installed. A light is to be ( ) phase power monitor, Model B264 for 240 volt systems. •MODECLS CONSOLIDATED LIQUID �b .. The phase monitor i s to be wired into the control system as shown on the "Time-Mark PREFABRICATED REINFORCED CONCRETE " •:ed4 •:�. on the pole. Said light shall be (1) one Appleton Light Fixture, Cat. #G-6035-5. p y LIQUID LEVEL SENSORS ,D. Economy El ectri c Cat #74-5, page 239 or approved equal . AJD D✓ERr+EAD SERviCE AuT/CiPATED. specification sheet. PIPE MUST MEET A.S.T.M. SPECS C-478 (e) The Alarm System shall include the following: FOR PRECAST MANHOLES USE THIS MOUNTING In the event underground electric service is chosen, a flood light pole shall be (1) "High" water alarm lights 1 ocated on the bottom of the control box. 6" DUCTILE IRON FORCE MAIN MINIMUM VERTICAL SEPARATION OF FLOAT CONTROLS erected and at least one flood light instal 1 ed at a location to be selected by the (2) The Alarm System shall be installed and tel emetered to the Carmel 96th 1y - 9" (0.75'), IS MADE POSSIBLE BY THE USE OF Two MODEL 9G CLI CLAMP Utilities Manager. Instal 1 ati on to be as per Spaulding Cat. No. MLP 400 W PE with Street Plant. Said alarm system shall be in accordance with the City of fr316 STAINLESS STEEL PIPE ASSEMBLIES MOUNTED 3" Spaulding aluminum pole. Cat. NO. 16 - RATS - 1. Light to be switched from Carmel specifications and include the following items: a PARALLEL.FLOATS ARE MOUNTED IN ALTERNATING inside control box. 10 PIPE IN @INV. =820.18 0� SEQUENCE. 4" C PIPE 1-Motorol a radi o control 1 ed advanced status and control uni t 10 PIPE IN @ INV,=822.05 U-z ALARM ON ( USE "NORMALLY OPEN"SWITCH) 6. All doors , hatches and electrical enclosures to be furnished with provisions for Model Intrac 2000 C-7024 (450-470 mhz) z" ELEV= 819.50 padlocking. The fittings and fasteners shall be of stainless ess steel . 8 PIPE IN @INV.=822.00 2� tr 1-Antenna, Yagi type 7. 5 BD gain (450-470 mhz) Mot. #TDE-6630 N 7. A bill will be sent to the station contractor for the current cost of (4) padlocks from support, and RF cable for mounting antenna high enough to reach "Best Lock" . The padlocks will be keyed to our master system by a locksmith. This , the 96th Street plant. will be ordered and specified by the Utilities Manager. (f) "Duck Seal " shall be placed in all conduit entering the control box to prevent •, c° �'-' • ALARM ON ELEVATION TO BE A LAG PUMP ON infiltration of sewer gas from the lift station. "Duck Seal '' also required b v' MINIMUM OF 6"BELOW THE IN- ELEV =819.0 6 L` FLUENT PIPE ELEVATION I , 8. Grab bars and ladders shall be aluminum and meet OSHA specs. Any and all shielding in conduit where wires exit pump pit. 5/2 DIA- 7 of moving parts , guard rails, steps, electrical equipment and installation of the same, (g) The running hour meters shall be mounted inside the door of the main control /�-\ shall meet OSHA standards. box. The meter shall be a Cramer non-resettable elapsed time meter 31" round model ,#635E. PUMP FLYGT Model _0, /( 9. Floats - are to be Consolidated Electric Company Model LS switch arrangement I-N.O./I-N.C. (h) Secondary Service Lightning Arrestors for each motor and each level control float. 4" CP3127 - 10 HP Fl oats are to be mounted on a #316 stainless pole. The pole is to be mounted to the They shall connected to equipment in accordance with the requirements of the 483 IMPELLER LEAD PUMP ON - wall with Consolidated dated Electric Model 9GCL I p pipe mounting clamp. National Electrical Code and manufacturer' s recommendations. STAINLESS STEEL ELEV. =818.0 FINAL SETTING AIRCRAFT CABLE INITIALSETTING _ \ :10. The contractor shall provide a "Start Test" and inspection in the presence of City All of the above components, drawings and proposed structural assembly shall be verified by POWER CABLE °' employees. Contact the Utilities Manager or City Engineer (846-7314) . the Utilities Manager or City Engineer. �- The Contractor shall furnish and install as per Carmel s ecifications and A'GA Contractor to supply copies of all invoices to verify that equipment supplied meets specs. p p drawings every a 13 3Y item required for an operational , properly designed lift station. -- 4"x 6" 1 11 .12 Three copies tof Utilities and Maintenance m Manual shall i include all thel basic engineering INCREASER pp 15. All power cables and float control cables shall be run directly to the Control Box with MODEL LS (NO OR NC) calculations which determined pump sizing, float switch elevations and invert elevations no splices or intervening junction boxes. The pump p power cable seals on the pump FLOAT SWITCH of lift station and influent pipes. motor shall not be disturbed by the contractor for any reason. Failure to observe (NOT TO BE ANY LOWER THAN these precautions may result in voiding all warranties and failure of the lift station. PUMPS OFF MIDPOINT OF PUMP MOTOR) 13. "MASTER CONTROL PANEL" 16. Antenna shall be mounted on power pole, flood light standard, or as designated by the + - ELEV. = 815.0 All controls motor starters , alarms, transmitters convenience outlets, etc. shall be radio manufacturer, so as to be able to communicate with the South Sewer Plant. "` CLASS 125 DISCHARGE FL housed in one control box. Said main control box shall be a waterproof NEMA type 4X 6�. fiber 1 7. The radio unit shall be installed, and ut into service under the su ervision of the NOTE" fiberglass.ass. Al 1 bolts and fittings shall 1 be aluminum or stainless nl ess #316. !� SOCKET OR :P;°2.: CONTRACTOR SHALL CONTACT THE UTILITIES radio manufacturer' s representatives or pa FCC licensed technician. p ROD IN CON- 6 CRETE BOTTOM MANAGER PRIOR TO PURCHASING ANY EQUIP- GROUT MENT FOR THIS LIFT STATION TO VERIFY DISCHARGE `n PROPER INTERPRETATION OF SPECIFICATIONS _ CONNECTION AND PLANS. 60 -° `CLEAR MUST BE MAINTAINED FLOOR ELEV. = 813.75 UTILITIES MANAGER .r. Jj m 130 FIRST AV E. S.W. MOTOR BASE TO BE MOUNTED W CARMEL, IN. 46030 /(4) 3/4 NOTE THIS PLAN IS FOR DESIGN PURPOSES 0 WI STAINLESS STEEL.ANCHOR p ONLY. SHOP DRAWINGS BOLTS PROJECTING 2' e a�_, ' 846-7314 TO BE PROVIDED BY LIFT STATION MANUFACTURER . 4'-0 - � SECTION B� REVISIONS • TECH. CHK. DRAWN BY SCALE DATE CLIENT PAUL I CRIPE, I NC CIVIL ENGINEERING DWG. TYPE FILE NUMBER SHEET o •� LAND SURVEYING -z 8� CARMEL SCIENCE & TECHNOLOGY PARK• G.S.D Non e ,rs . 7172 GRAHAM ROAD • ARCHITECTURE DFTNG. CHK. DRAWING TITLE ��- j"'� '�euvs jQ4n DATE 4 7- T, E s.g. INDIANAPOLIS, INDIANA 46250 JOB NUMBER M ARBAUGH-19-1153 13171 842 - 6777 • LAND PLANNING LIFT STATION DETAIL 8101518 / - / D 10 1 O O OF 48 1211 3011 3011 ALARM WORKING LIGHTS TO USE 60 TO 100 WATT, 110 VAC BULBS. FIXTURES TO BE ALUM. OR STAINLESS STEEL. FIXTURES 81 THE CONNECTION TO CONTROL BOX TO BE TOTALLY WATERPROOF. FIXTURES TO HAVE AN INTEGRAL GUARD OR SHIELD FOR PROTECTION. NOTE: THE CONTROL PANEL IS TO FACE (OPEN TO) A 11SQUARE D 82000 LINE- NEMA 3R1 TRANSFER THE LIFT STATION HATCH. SWITCH SHALL BE PROVIDED. M ALL INTENDED ELECTRICAL SWITCHES,MOTOR STARTERS,CONTROLS ALARMS,TRANSFER SWITCHES, ETC. TO BE HOUSED IN ONE MASTER N CONTROL PANEL. ti Lr- Pu Lr -xj 311PVC 411 CONCRETE PAD END VIEW FRONT VIEW OF BOTH BOXES CONTROL PANEL NO SCALE 411 P.V.C. AIR DUCT (RUN AIR DUCT TO ONE o •- " kD, FOOTABOVE HIGHEST FLOAT). POSITION AIR t O.S.H.A. APPROVED LADDER MOUNTED DUCT SO THAT HOSE CAN BE ATTACHED ` -`� - ° �' 0 41- WITHOUT INTERFERING WITH THE DOOR. n TO WALL WITH NON-CORROSIVE MATERIAL °, -`;, ' ; a L.'� G INFLUENT \ _• = PIPE `A / e 411 6. 4 / A, A, A �'d' D p :. �`p'D 4 CON RETE :U " O p _ _ I~�SOLID M.H. SOLID M.H. 1 '♦ r- - �' 1 CASTING \ 1 -- �(v�� DUCTILE IRON_ FORCE MAIN FFLWR ❑ CASTING 6" MAGMETFR(FOXBUROUG )0 p11 PRINCE \� // (WEEKLY CIRCULAR CHA T) 1. o - . OR CHECK / { PUMP VALVE ? HOIST 6 C.I. W/BALL DE-ZURIK A 11 2 FLYGT MODEL - PIPE O,_ W/OUTSIDE CLEAN 4 DUCTILE OCKET ----� -� �- --- 0000 WEIGHT OUT 11T11 PLUG VALVE 61j D.1. r 6'1 D. 1. -~ '`- &LEVEL IRON BY-PASS 3111.D. PIPE v \ VALVE p o M :, o GROUTED RU TO PREVENT 411DUCTILE IRON 11T11PIPE 0 0 ,= TO a BACKFLOW WITH RISER PLUG VALVE 81 11 O - --- -_-+ -- 3/4 BRASS DRAIN VALVE 'o " DUCTIL IRON FORCE MAIN ❑ _ 4 DUCTILE IRON EMERGENCY SUCTION PIPE. Q - A — —— — ----� O 4 POSITION SO THAT SUCTION PUMP HOSE CAN a�` •;;;a-.�. . . _ •• ,•�•,, BE ATTACHED WITHOUT INTERFERING WITH n° '. A THE DOOR OR OTHER STRUCTURES. DO NOT LOCATE IN FRONT OF AN INFLUENT PIPE. - - 4 d CONCRETE U o • POURED CONCRETE OR 8 BLOCK W/ONE LAYER OF WATER PROOFING ' V - NOTE: A SPARE SPOOL SHALL BE PROVIDED TO MATCH LAY LENGTH OF METER FOR WITH GLOBE a GUARD VXHBF-22 GP SE HINDS INCANDESCENT FIXTURE FLOAT MOUNTING POLE USE IF METER IS REMOVED FOR WITH (ENGLEWOOD CAT 74-5; PAGE 51 ) REPAIRS. OR OR APPROVED EQUAL O.S.H.A. .APPROVED NON-CORROSIVE LADDER , MOUNDED TO M.H. WITH MINIMUM 6 OPEN SPACE NON-CORROSIVE MATERIALS NOTE: provide temporary walk of 1211x 1811 precast concrete , step-stones" from nearest street surface to concrete pad, steps also required from lift station to valve box. PLAN VIEW LIFT STATION NO SCALE NOTE : THIS PLAN IS FOR DESIGN PURPOSES ONLY. SHOP DRAWINGS TO BE PROVIDED BY LIFT STATION MANUFACTURER . c 6 '6 01T Al REVISIONS A_Tfi Cf PAUL I. CRIPE, INC. ' CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET 7172 GRAHAM ROA • LAND SURVEYING �5.� None i-z-eG CARMEL SCIENCE & TECHNOLOGY PARK DATE INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER �� .AARBAUGH-19-1153 13171 842 - 6777 • LAND PLANNING LIFT STATION PLAN 181013181 — i o 0 0 OF 48 LA I NOTE : CAUTION POSSIBLE HIGH T NEUTRAL LEG ON 220 V \CB I MSI OLI TO TRANSFER B� � IL2 SWITCH PUMP I HOFFMAN NEMA 4X ENCLOSURE ` A-36H3012GLP CQf � I L3 M ��CB 2 OL2 2LI 1 PVM O 1 r 2L2 1 PUMP 2 0 I 2L3 33 PHASE VOLT MONITOR POLE LIGHT CB 3 15 AMP WET WELL LIGHT IRV WORK LIGHT PVM rq CONSOLIDATED MODEL CB 2A I II 2 s 12 ALARM LIGHT MOTOROLA 2000 INTRAC �-------- 3 M 13 TO DE 0O DOORD ON 1 4 14 I 5 s 15 TO TRANSMITTER 6 16 I PLT 4 ALARM r---- --- �- 17 LIGHT 30411 --- ALT 3— 8 18 I \ I r---- �T?- g — 19 --- PLT 10 ALL OFF �- 20 LIGHT ETM NO (g O L�q I� 20 OL I AUX.QL.CONTACT PVM MI G HOA 0 H•0• A T I PANDUIT G NO ETM 1- OL2 AUX.O.L.CONTACT z 17 i8 �— M 2 - C C C UTILITY POLE HOA _ B B B H•0•A TM LIGHT - 1 2 3 G METER _ II l3 I" PANDUIT 40 R 100 AMP FUSED NEMA 4X DISCONNECT C82A STARTER STARTER THERMOSTAT 300 OHM•50 WATT HEATER CONTROL NO. I NO 2 DOUBLE THROW ~ 100 AMP TRANSFER z °z M w a MOTOROLA INTRAC Be 2000 ALARM SYSTEM 27" EMERGENCY POWER PLUG HIGH PVM WATER STARTERS ARE SQUARE D CLASS S536 WITH SO-4 N.O. ISOLATED ALARM CONTACT (IN ADDITION TO STANDARD N.C. CONTACTS) AND SX-8 (1) N.O. & (1) N.C. PASS & SEYMOUR 26404 ADAPTOR ISOLATED INTERLOCK PASS & SEYMOUR 26420 OUTLET 14 @ PHASE-VOLT MONITOR IS TIME MARK CORP. 3 PHASE POWER MONITOR MODEL B-264, 240 V oLl NOTE : THIS PLAN IS FOR DESIGN PURPOSES ONLY. SHOP DRAWINGS ETM IS CRAMER ELAPSED TIME INDICATOR MODEL #-1012 TO BE PROVIDED BY LIFT STATION MANUFACTURER . CONT. IS CONSOLIDATED DUPLEX PUMP CONTROLLER MODEL CB2A OL2 FLT 1 , FLT 2, FLT 3, FLT 4, CONSOLIDATED FLOAT SWITCH MODEL LSC2 WITH CABLE X LENGTH TO REACH CONTROL PANE SO A JUNCTION BOX IS NOT REQUIRED 1111449, Tfm BY R E V IS 1 ON S CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET 4 �� _ PAUL I. CRIPE, INC. None i -Z-�lo CARMEL SCIENCE & TECHNOLOGY PARK �� ` 0.R• • LAND SURVEYING 447 z 7172 GRAHAM ROAD • ARCHITECTURE DFTNG. CHK. DRAWING TITLE Q� JOB NUMBER INDIANAPOLIS, INDIANA 46250 . LAND PLANNING DUPLEX PUMPING STATION R CONTROLS � D O 0 DATE 317) 842 - 6777 $ �d 3 $ l / O OF 48 MARe.ucH--19 1 1 s3 DIMENSIONS OF GALVANIZED STEEL END SECTIONS' FOR ROUND PIPE PIPE IN INCHES PIPE DIMENSIONS STD_ PIPE SIZE 8 CONN.USAGE o' IN INCHE IN INCHE SLOPE GALVANIZED STEEL'PIPE 6=0° BETWEEN TRANSVERSE JOINTS 1/211 PREFORMED (o' )p' INCHES GAGE 'A't I 'B'(mDx H i 1 INCHES L I t/2 W 2 SLDPE BODY f � \ • TOP OF CASTING JOINT FILLER "Romeo cLOSSo 12 16 6 6 6 12 21 24 2 1/2 Ipo TYPE CONN. - ROUND X 514 , nrlt LS.N.c. IS 16 7. 8 6 Is 26 30 21/2 IPC. r$ 1 12" THRU 24" TOP OF CONC. CURB TOP OF GRATE y My sFecs 18 16 8 10 6 18 31 36 2 1/2 I pc. t - %4 X`.. 21 16 8 12 6 21 36 42 2 1/2 IPC. # 2 , 'I 1 - LA4 BoLTb 24 16 10 13 6 30"THRU 36° 24 41 48 2 V2 I PC. ARAN a WN1�■ S t1 1 \v/I-LAT w41'+ERS 30 14 l2 16 8 ' r1 x� Pi Ls.w. Prc 91 .IO I 2K8 woo0 RA Us 30 5I 60 2 1�t 1 pc. y� g II-O11 36 14 14 19 8 - 36 60 72 21/2 Z pc. �' -THRU 84" k I 42 12 16 22 II 42 69 64 21/2 2pe. O FLOW LINE OF CURB 4K4 woCDD POST->_.� 48 12 IB 27 12 PIPE— ARCH D v':.''�. ------ 48 78 90 2 V4 2 PC' :. :p'' o.• _v P, r �� PROPOSE O IP 54 12 IB 30 12 54 84 102 2 - 2 pt THRU CURB a' Q' ' TRANSVERSE J INTS F'""s" °R°oE PAVEMENT 60 12 IB 33 t2 �.. 4 �.•R. ..p•.:• ': •v , . .o 60 87 114 1 3A 3PC. *k 2 18x11" THRU 58"x36" D` V �' ' 66 12 18 36 t2 Q.' . ' G• Q,'Q;; V.•' X 11 66 87 120 11/2 3pc. :� p..• .' ' F. - P' 4- 72 12 18 39 12 72 67 126 1 1/3 3pc. 4 8'-011 m I t t= 1 =1 78 12 16 42 12 78 87 132 1 V4 3pc. 3 65"x40`THRU 85 x54" 64 12 IB 4s 12 84 87 138 1 1/6 3pC, SLOPE AT BOTH SIDES 8c FRONT OF GRATE ANGLE FIRST STAKE TOWARD , _ MAX. EXPANSION JOINT SPACING u� U i — PREVIOUSLY LAD BALE LI R' AN .STANDARD CONNECTIONSt ,:) Ay TYPE It 1 SHALL BE CONNECTOR LUG WITH THREADED ROD. STRaN 9aLE5 PL4CE0 � •�:✓ n. TYPE*t3SHALLSE RIVETED ROBOLTH RO NECDERS.'• `URB INLET SETTING DETAIL PARALLEL TOAr LE\/AT IOIJ SE T11� TYPE*t 3 SHALL BE RIVETED OR BOLTED CONNECTION. 41 C N �. NO- TE: STANDARD DIMENSIONS FOR 6ALVAN12E0 STEEL END SECTIONS FOR PIPE-ARCH MAY BE FOUND oN . CACE^NONE i ' CMI�K GAPS 11' 4 NOTE' ALL \JbQD MEM E F,77747:77- MISC.STANDARDS SHEET E2,DATED JULY.1972.,OF THE INDIANA STATE HIGHWAY STANDARD SPECIFICATIONS. $ RS ` t•/ST.RAW =•1' - _ SECTION 1X1 SI-TALL gE• pAl1.1TEp \V I T\JOC2� A'R RI CAD_ E _D_ETAIL 1j CbATS OF \VHITE PAI►JT -r• � j•!I. �'•^ WOOD STAKES LS'-2.0 V TYPICAL SIDEWALK DETAIL A �' IN GROUND SECTION SCALE NON . CTO 13E I KJ STA LL ED AT ALL STREET e I '� SIDE pF Gu�LFORD RO. Ot�IL'C� D M. STUpS 11J P.St= LOCK SEAM OR RIVETEq SP' STRAW BALE DAM DETAIL (AN ALTERNAT STUB SHALL BE USED SEESTD.CoNNEAIL. E OF 4-55 GAL. DRUMS MAY BE SUBSTITUTED) WITH STD. STEEL END SEC. NOTE,THIS DETAIL. - — \P REINFORCED EDGE. BOLTS.OR RIVETS — -� nl 6" STEE (12"c.c. MAX. SPACING) ( 1T I r -I11_I I ► �•o \illy IIr II=!1_/ TYPICAL CROSS SECTION -111 a �% +� (,` NPSOILI I=11 ll /; •t 1 TYPICAL ELEVATION PIPE OR PIPE-ARCH WITHlk3 TOPSO/L VALLEY C�UTTF h TYPICALI PLAN ='_ll .A , . l \\\ _ _ QC CONE. TO LOCK SEAM OR _ • ° In , A° l\\ i� RIVETED STUB. -ill g.� a - • FINISH GRADE _ _ •• .. .. M :';Y'.•.'. , ..i is_ I l 11= = I I lF I�11 11 1 11111`ll�\1A I�= V P _ - _ h ly �� .. Low tiI 3/4" i— I� '�'; ".:`.. .•. point 14' In BACKFILL TO 11 I P Z `(i\ BaC.kflll ,�1 ~�. t t`I " r', 'J Q I A o a I III •\ y .�.':-.•�:• E. 1 WITH ET ELEV. 7 AGGREGATE u1 T - =Ilrllt% q4 :^f t .� y� ':f,. �. : ?'."d,. I RIP-RAP ► �'H,�):':<::::.< - u °nI a`I �:A' -i..;, �:, �' �y?'.1, h I o cuttCO,b ' /TO TOOE p LD PIPE MATERIAL' (4) I III c� INSTALLA OURED EARTH MOON - - : !�:♦ '•, r► 24" DS (TYPICAL) '' _ TION RE I yl SHALL MEET GENERAL INDUSTRY lit BOTH SIDES OF PAVEMENT RUNNING NO SCALE COMPACTED SUBGRADE p GA.METAL(ISHA SPEC.) STANDARD FOR �, D III=-Ill n CONTINUOUSLY ALONG ENTIRE CORRUGATED METAL,PLASTIC,OR Ill�ii Tl` NoRr►1 PROPERrY LIME OF BLOCK 15 s CHAIRBACK C 19 -,u- LENGTH OF STREET URD APPROVED EQUAL,OPEN JOINT l' I,IJ1Ti `- PIPE GRADE SHALL MATCH ANO fP.ST DItOE OF GUILFORD 1•tn. Stondord St al End S¢ction DQh,0111, O/Q OR PERFORLTED fi CORIpOCt•d $UbQrpd� NO SCALE R,4&Ra4O TE A1.ams / .41,� o/PIVE" �I_lrl _ul PAVEMENT GRADE. (ADJ4,CENT- TO LAKE AREAg' SHAPED BOTTOM II uI " NOTE. u'I VARIES )(panston joints are reQuirsd of --1 r6"Min. 4" 4` _'-4" of all returns. tConfroctwnl ' � J� " 6�.CONCRETE ROLL CURS a GUTTER should be installed of 20'spocing. 8 Min , b 't�l" /�.rFii.E PIPE UNDERDRAIN —ALTERNATE CURB DETAIL— Fri` ,�� (CURB SHALL WARP TO CHAIRBACK CURB AT ALL INLETS) See Pions fa gyps of , alt% Costng TYPICAL INSTALLATIONS NO SCALE ` Ic„_ ` R/W a PAVEMENT ' Mirtinum sleet area 0.12 in�Fn.ft. of y 1/2"Cement b Cover Cop Width in both directions. IF CURB GR4DR SHOWN IN PROFILES I Mortar = Opening additionally reinforced with 2'u/1��5s •+oT¢o ARE AT THIS POINT. 1 •' equivalent of 0.20 in?/tin ft.a 90! z' �T"ER W 1SE J sMOlght fool,minimum length"diameter 70' Of 5O' R/W TYPICAL; SEED OR SOD O 4 Of Opening pku 2 in(tNS. TYPICAL SWAL E /9.s'-/2LUD VADAMS Sr.'s EXISTING GRADE SHOWN UNPAVED AREA WITHIN R/W i0 3 /Z.S'- 70,AA./s IN PROFILE IS AT THIS TO COMPLETE CONSTRUCTION NO SCALE q.�'-So'/;/w's POINT 45'or31' PAVEMENT Cast Iron MH Stsp ,... ~� 4,5'or 12.5'or 9.5' or Approved Equal 0 3 4°Mi " o io Per A.ST.M GROaT II}��j t 5'MN 2' BITUMINOUS 2' S'MIN. i0m t r 4 a f r SURFACE coN . z' c C•478 1/4' TO 1'-O- + �\ h SLOPE C 4/4"TO 1'-0" \\ / 's CURB CURB ADAMS Sr.t5 \�\V _ \ i y , ; O l -o I'-O" MIN. SLOPE I/4"TO I,_� MIN. LOP -r ' PROPOSED PAD // I- I - I_I 1 PreCOSt MOnhde per 70'" 35' / \ Amts p A.ST OPENING TO CONFORM TO 50'" 3 Jo�11s per A.S T M Reducer Cap CASTING SIZE �1 Ex,snNG GRADE I =Itlll •• / I II TYPE 8 MIX H.A.C. 5" 53 COMPACTED STONE TACK COAT: 0.10-0.15 GAL./SO.YD. OF TYPE AE T IJ SURFACE COURSE CURB-TYPICAL TO FACE OF CUR8 PRIOR TO LAYING '• I'-4"Spacing }ar �• � 2'CONC. CHAIRBACK ON ASPHALT EMULSION TO BE APPLIED S" 2 COMPACTED, STONE ASPHALT(PER ISHA SPECS). (ALT. ROLL CURB & �.t .C/or® k/ATER EGEY, /s �' �pw TC N,AIGE GUTTER) BINDER CIOURSE CARMEL DRIVE 70'R/W 45'PVMT. z MIi$tap! 122 nd STREET 70' 31' PREPARE' SUBGR40E COMPACTED TO 907, MODIFIED PROCTOR _� W �' 1 ADAMS STREET 70' 31' W r ALL OTHERS 50' I' 6'Min. � "F.+1 x _ DlartNlef N � - Q , 3 . "4n►R TYPICAL STREET CROSS SECTfON GUILFDRD RD. 50'(20'Exl:ting) " 'I• SCALE:NONE REDUCER CAP DETAIL .' s.� 1 FOR SHALLOW INLETS AND MANHOLES s 1 • j ' rl I 1 �� 1S DAR S B-o.t eAIN VAC ----_ N �• • '•'• ♦G rAw .+� ` I I I OAR GRATE -- . See Plans for G cwG/rao�.vfl A. 46AXr o��) Concrete - T I I 8 ( A I e �, ype of Casting I I I Te A-5 SNoWA/ PLAN ce•,c. u1.,e �- �N '�. • f F!/LL tArivl:r.✓ h I I I I PLAN VJEW • I I I X m 1 "MOTC$4 I Morton I I I I I I 1 o ' • ` r4 Bars e,6" MQx. 12" BrICI( rI R R V .4 pE •• 1 BoftmP :.' w/t LL / I I I I I I { NORMA.L P1DOL 1 I I f i 10' DE. 5d R/W 10' D.E,UE.d I 9 'B' ow ( a •cost Redutxr �� ( I I I I I I 9orT DoftD�tf1 only) ')'' I� ► i � See Detail 8� « I s 84�� I 1 I I I I N SIDEWALK ESMT. 1 1 1 1 STORM MANHOLE TYPE J K L M B N Molar � 6NCone. BlFk or / �� _ _ /PCs/ZE � B 1 20� 5 p,. I I 1 10- 20 g' (SEE «) 8 BOst 6 Cone, v rSSA45(r6 ee•aOTM klArl 12 3' 4' 1 EXISTING PAVEMENT b ► Precast Or Poured � -.� TYPE 'G' 'F' E 1ze; r Permissible. - - - 1 1 , 11 H 24 b 36 12 Pipe DiorrMer 12" , ' I I \ �" n'! pO N QU T 5 3' 4 4' 1 LET STRUCTURE 16- 3' 4' EXISTING I 1 Min 3�• 4 �, GRADE 1 Mtn' NO SCA L E ODNC. WALK " I `4 J 24"Io36° " K 36"b 413" 72" 36" Grout L 48"to'54' s �' 54'10 t `.- !� ;j ! •)•:. K ►. A �': :• „ SWALE(see developmert plan SWALE(lan for odes W 41 M 72" 102 66" :.::` ;�: S t',-.. • 12"Coss " '' a w; forgrades) �opment N 72"IOB4 •ti ;�/•'1 T!.'.i(.•�►y! 0:. :•'• SUP RIE� /•''/, 108 72 :�°.� .«. !i'':' ' COncrat .�.• / o'•,+• NOTE: CONTRACTOR ►••: ; ;..;�; SHALL CONFIRM MANHOLE SIZE WITH TYPE AND �w�� C M�M _' % TYPI SIZE OF PIPE. MANHOLES MAY BE REQUIRED FOR INLET STRUCTURES ANHO E ' ' : " '' '' ' ' ''' '�''" '°= ` ` CAL CROSS SECTION GUILFORD RD. IN STREET AREAS DUE TO PIPE SIZE REQUIRED. LL STREET INLETS SHALL REQUIRE NEENAH CASTING R-3246. NO SCALE STORM CASTING TYPE5` A e> STORM MANHOLE (-QPr/oAJAL� FOR 48" A,`Wn L4,9<=E.K PIPES CURB 1 N LET R•3Z4(o 24" 3(0" BEEHIVE INLET R•Z5(.O-EI Z4" Z4'' STR. '3 �` S48 �a� "°loz9 MANHOLE R-III2-A Z4" 24 /0' TypICOI 2 Co"RR.TIE CIO•o.c) � 1 -tee¢ oEr►.IL- •A,LL G9TING TYPl5 AtIL NCeWI� �i � WI I I ------ -� -- - -------- 24Is 1 -J 1 J L A' `� BUILDING PAO LLOPE vA1tIES �V TOP OF BANK(100 Y1t. FLOOD ELEv.) + + + ouTLET 6TREET TOP OF BANK�IOO YR. FLOOD ELEV.� a I/2" CEMENT PLASTER P/vE PROFILE VIEW LAKE"I 4' LAKE•p- 8' N / LP.KE"I 3.13' 3/A7 LAKE"_ LAKE.'2 'X.Z' LAKE"4 A' �� 3 I L AK E�9 !°' �0 L AKE�7 6' 4 PERFORATED PVC FOR PL.aA./ 1111s1� �; NORMAL Pool. SSD CONNECTION - - V LAKE •4 3/0' r------- NCH - - I ---- i LAKE"5 4..3' 8° CONC BRICK w I _ �L Ditch, I NORMAL POOL A/EEUAN AI E ALTERNA TE(O" I ----- 6" CCA3riv4 6' /Z' 3b' B' N - ►!;' I:C.•. .V ►'` .jp `(•BZ/1(I tW TE A�t0WA.6LE ►" '!� ►iri..' !_.".. CONC PAD Mfr 11[x. ri: ) z.. MarTAR �x 0R � _°J F (� BOTTO NOTE, ALL JINTE I ORJOINTS 8t VERTICAL TO BE MORTARED TYPICAL LAKE CROSS S 14 tu WITH INTERIOR JOINTS STRUCK FLUSH, h ECTION lao:A. PLAN VIEW LAKE CROSS SECTION No scALE BACKFILL W/ ND.7 WASHED GRAVEL pipe ; Q ( For Length and Width See Plans) ADJACENT TO STREET h mfr SHALLOW CURB INLET (TYPE "B") =� ; '" r cd f NO SCALE ''+ • r r TEMPORARY SILTING PIT NO SCALE r~d`. SECT/o c/ ;q-A 6Periodic C»ain9 Required 1 DouBt_E CoAd Xwer DrrA/� — � ,,li ��; , - REVISIONS \, i tr rO 3T .� PAUL I. CRIPE INC. ' CIVIL ENGINEERING TECH. CHs. DRAWN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET ' 7172 GRAHAM ROAD • LAND SURVEYING CARMEL SCIENCE & TECHNOLOGY PARK INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE DFTNG. CHK. DRAWING TITLE -7- REY. PER AL'T/.V DATE Y'.a.' `• (317) 842 - 6777 • LAND PLANNING JOB NUMBER 7 STANDARD DETAI LS B o -5 ,0 i — i o v o 0 of 48 SAN[ AY SFWER S_P CIFI -ATIONS GENERAL MOTES ?�D min�fPJS ffwn/0!0" 1. the baslcnmaterlalseand r ferhencesspeclf/cat 985, are 1. Standard specifications of the Clty of Carmel and Indlone State Hlghray -PLAk1- t shall apply for all work and materials. Pipe shall be Installed In below for various Items are to clarity the Intent of the requirements accordance with Section 715. 5�ifary'SeKt�l o for this project. Please note that other sections of these Standards Specifications may also be applicable. 2. Sanitary sewer pipe shall be vitrlfled clay sewer pipe (vcp) conforming - FLOWLINE o 1 i to ASTM. C-700 or PVC Types 1, conforming to ASTM, 3033-3034 or "Armco N/o�er Moil i 2. Contractor shall check with Engineer prior to start of construction to Truss-Pipe" conforming to ASTM, D-2680 or PVC In accordance with ASTM ^ , • verity date of plans. Minor changes may be made If all reviewing agency D-3034 (SJ).R. 353 and ASTM 2321. Joints In "vcp" shall be made with t 14oJ�r Moh �' y• approvals are not ranted before bidding. Changes in cost shall be pp g g g "Wedge-Lock Amvit" or an accepted alternate, Installed and manufactured PLAN ,'. SEWER negotiated prior to physical construction based on unit prices submitted In accordance with ASTM C-426-60T. If "Truss-Pipe" Is used, Joints shat ) �ni/o Sewer I �' on the contract documents. be as specified by pipe manufacturer. r: 3. The Contractor shall contact all utility companies to locate all mains, 3. For all sanitary serer Joints, the Contractor shall use "Wedge-Lock ^ELEVATIOFJS^ BENCH i ' fir' conduits, service IInes, etc. In the construction attected area. Existing Amvit" or any other material of equal quality; Installed and manufactured /0 min. /O'm1n. . / utility structures are shown here In accordance with available In accordance with ASTM C-425-60T. -. Intormation.T he location and protection of utlIIty structures and A0, 16 min - _" facilities, their support and maintenance during construction (In 4. All sanitary manholes shall be "precast concret(O' manholes In accordance 4 fGbJ�-Mbio Leese Ila?/8 grin ecues w wo1�r • ' cooperation with app IIcabIa utility), Is the express respons lb I I Ity of the with ASTM C-478 and Section 720. ay 5ew11 44 A-hw �° Contractor In the performance of the Contract,and In the preparation of - - - �YJi117ry Sewer the bid. 5. The type of new manhole ring and cover shell be as specified on the C/o" PZ ? rh f standard detail shoat of these plans. ,/ 4. BackfIII around all structures and In ail trenches beneath paved areas am emov C./. Or C.bw?D./. Ppe w 1 t h ranu 1 ar material a I I n accordance with th Sect 1 on 211. g 6. The casting elevations are set by plan. H6wever, the castings are to be f7exiWe caP/,h9 cr ociipfcY Al tree stumps, masonry and otter obstructions shall be removed to a adjusted In the field by the Engineer's representative should a MIN. CROSSOVER & SEPARATION REQUIREMENTS FOR S• p discrepancy occur between glen grade and existing grade. FINISH GRADE TO DRAIN minimum depth of two feet In accordance with Section 201. Topsol I shoe I WATER MAINS St SANITARY SEWERS o.1' AWAY FROM CASTING be stripped full depth under a I I bullding sites and paved areas. A 1 1 7. New manhole ring and cover shall be Installed to established grade. depressions left by the removal of stumps, etc. shalt be filled with suitable material, ground shall be scarif led or disked and compacted. 8. Backflil around all structures and all cuts under paved areas with MAX, 8"BRICK ADJUST Excess topsoil shell be mounded as dIrectecd by the owner or engineer and granular material. Trenches opening within 5 feet of paved roadways CASTING TO MATCH redistributed over the approved fill area prior to seeding. shell be back fIIIod with granular material In accordance with Sect Ion • •. FINISH GRADE. 21 a. A//o Acv-W d* //ar«ws 3fia//be roi 1aze><ed vox i,: ,,,w,.,r 90% I 6. FI1 I mater la l: she I consist of earth obtaInod from cut areas, borrow .,.�d F ' */wr den5ify to surfaee9i de e�ra�ion. :> V2" MORTAR GROUT pits or other sources. Earth shall be free from vegetable matter and 9. The Contractor shall be responslbIa for verifying that all State (SIDES a TOP) other deleterious substances and large rocks. The fill material shall be Highways, City and County permits have been obtained by developer prior _ placed in layers not to exceed six Inches following compaction. Moisture to start of construction. content/ ' - consent /s fill maaterial will be such that compaction to be specified SECTION MANHOLE STEPS Al fill beneath paved areas, floor slabs and future 10. The Contractor shall be required to furnish the Engineer with a set of buIIdIngs shall be compacted to at least 90% of the ,modified Proctor prints, marked In red pencil, showing actual sewer location and Invert, 16"O.C. maximum dry density (ASTM-0-1557). to Include lateral location, depth and length. Such "as built" prints PARALLEL REIN F. CONC.PIPE OR F'Iald compaction tests shall be run on each Iltt, in fill sections, and oust be received by the Engineer before the final contract payment can be the required ion tests on each run shall be attained prior to placing authorized. The sanitary sewer laterals and stubs termination shoaI be RADIAL CONC.BLOCK. Indicated on the. surface with a mwta I fence post set Inrued late I y above the next IIft. The compaction tests shell be In accordance with Section said termination point. d - 203.24. CONTINUOUS F.LTHRU M.K '• I� „ 7. Al I construction areas are to be seeded Immediately fo I lowing grad 1 ng. 11. Al I sanitary sewer t Ines upon comp I et Ion w 1 I I be required to pass 4' n. 2 GROUTS Swale Seeding: Seed and fertilize within construction Ilmits Immediately pressure air test, unless otherwise directed by the City Engineer. Said DROP PIPE AND SEWER s _ after construction with 51/acre "Rod Top" grass, 20//acre Rye Grass, test shall be conducted according to NCPI Standard Method, and shall be BASIC MANHOLE IS - - - THE SAME AS THE OUTFLOW . :• ��• - 201/acre Blue Grass, 251/acre "Tall Fescue" Grass and 6001/acre 12/12/12 witnessed by the City Inspector. Inflliratlon under test shall not b PRECAST REINFORCED fertilizer. Cut and fill seeding along streets: 251/acre "Tall Fescue" exceed 200 gallons per Inch of inside diameter of sewer pipe per mile of MANHOLE PERPENDICULAR _ 'Z:_,:•. �t3 Y d •,: •- " Grass, 201/acre "Rye Grass" 151/acre "Blue Grass" and 6001/acre 12/12/12 sewer In 24 hours and Inclusive of all appurtenances within the section fertilizer all in accordance with Section 621. being tested such as manholes, house connections, etc. LATERALS ENTERING M.H. CONIC. BASE. j GROUT I SHALL BE PLACED A T " 8. The Indiana State Highway Standard specifications shall apply to 12. Sanitary sewers using Poyl-vinyl Ctwrine Plpe (P.Y.C.) shall be subject d, CURB BENCH LEVEL. ¢--(f DIA' 4 to a mandrel test for deflection after 30 days from date of Instal lotion workmanship and materials In construction of subgrade, pavement, curbs and walks. in accordance with the Indiana State Board of Health Requirements. USE SAME ' .B• - va S.3etiro 13. Al I testing shat I be observed by a Professional Engineer for a., SIZE PIPE 'Q,,Q •a.•�• RQBQ_y ' '; CertltlCatlOn. ' ::.: MNDARD MANHOLE 0, ' --- ",' a) Prepare the subgrade in accordance with Section 207. No traffic will 14. The ends of laterals are to be plugged tight with clay or plastic disc .•4• :'Q ti Q; ;b - be permitted on the prepared subgrade prior to paving. -- ; , ,° FOR SANITARY SEWERS AS ILLUSTRATED p gg g y p 7.,b;•;.� 4 n' b) Base material - 100 compacted aggregate in accordance with Section or cap capable of withstanding a low pressure air test without leakage. :'• NOT TO SCALE Q ,','• 303. Prime coat required In accordance with Section 408. 15. Class C bedding as described in ASTM C-12-74 (ANSIA 106.2) or ASC MOP No. .� 37 shall be used, except where specified otherwise. .,;P c) Bituminous pavement in accordance with Sect ion 403. �:.:4;,. b .:;.r::;,, =•;_• .,d7�:.:; „ 16. Water and sewer I1ne crossings and separations shat I be In accordance 4,.::..• ::': a' •; 9, D:. d) Finishing earth graded shoulders, ditches and slopes in accordance with Ton States Standards as shown on the dotal) on this sheet. 9'S�Q with Section 208. 17. Trench shall be opened sufficiently ahead of pipe laying to roveal SECTION SECTION e1+.L rote -urb >sne �� obstructions, and shoe I be properly protected and/or barricaded when loft a) See detail sheet for type and details. 18. P_V.C. Forte Mntn shoown on the construction plans shall be Polyvinyl b) Concrete shalt be ready mixed Portland cement conforming to A.S.T.M. Chloride Pipe Bet Ring, as manufactured by Ethyl Corporation, or \ \ Compressive strength gof concrete at'2 days,sheIISbeM40 C-33. approved equal. The pipe shat ) have a pipe. Joint with an integral boll which Is a homogeneous part of the pipe. The pipe and accessories o I pl. •. I Where r Ired, reinforcement shall be welded steel wire fabric shall be certified to meet or exceed the followins spa:ifIcollon v , o.. ' conform(, to A.S.T.M. A-185. standards: 00 Fnrce Main (ASTM Re4erenresl: lam• JOINT STIFFRE SS (DR) FCRMED CONIC. BLOCKING o;• / LIGHTLY COMPACTED BACKFILL c) Application 1. Place concrete only on a moist, compacted subgrade or base free PVC AWWA C-900 D3139 Class Z00 (2i) �j from loose material. Place no concrete on muddy or frozen subgrade In accordance with Section 604 and 605. Al I flexible pipe (PVC) shat I be Instal led per ASTM 02321. See thrust TYPICAL THRUST BLOCKING INSTALLATION / COMPACTED PIT RUN FILL MATERIAL blocking data Is. PLAN PLAN 12" j / W/ 1/4" MAX. AGGREGATE SIZE OR 2. Concrete shat ) be deposited so as to require as little rehandling APPROVED EQUAL as practicable. When concrete Is to De placed at an atmospheric An 18" vertical separation ,lust be maintained between the force main and any temperature of 35 degrees F or less, Paragraph 702.10 of the rater main at a crossing. The force main must be tested for leakage by 1 I.S.H.C. Specifications shall apply. maintaining a pressure of 75 psi on the system for two hours. The allowable loss will be based upon the number of pipe Joints. �,..,..•7 3. Except as otherwise spec IfIad, cure all concrete by one of the eRECAST DROP MANHQI ' I'�`�.. 1 .. „;.•;•,.:. BEDCING MATERIAL TO BE COMPACTED p • i% ;, " M methods described I Section 501.17 of the t.S.H.C. Stub for future force main connection shall be Ductile Iron pipe with push-on '= �;•. , l;:.„. AGGREGATE ( 1/4 TO 3/4 AGGREGATE Joints, 150 pound class A.S.A. thickness, Class 11. Bonds are to be Class 250 SCALE�NONE d .�• ,. ,, ,•. �� ••.: SpeClticntlons. .,';;�.' ;`;,•• ,;,• y; :;t SIZE) with muechanical Joints. DEPTH OF BEDDING 9. Top of casting elevations refer to the casting's rim or top of curb. The MATERIAL BELOW PIPE curb contractor shall Insure that curb Inlet castings are set a proper S:II Fr elan C-=•:trnl Sem",ary inside diameter d(min) elevation prior to construction adjacent curb. NOTE; FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS,THE TRENCH SHOULD BE 30"end smaller 3" OVER EXCAVATED A MINIMUM OF 6" 30 to 60" 4" The following Is a list In sequence of construction activities to control soli ' AND REFILLED W/GRANULAR MATERIAL 66"and larger 6" erosion: MANFIOLE FRAME f LID ST SFWER SPFr.IFICATIONS NEENAH R-64&z- Fina OR ERU�aL 1. Contractor shall Install sediment traps and straw ale SANITARY SEWER PIPE BEDDING filters, as Sharon. I ' QIT U M• MA S TIC 1. Standard specifications of the City of Carmel and Indiana State Highway ( FOR FLEXIBLE PIPE ) shall apply for all work and materials. Pipe shall be Installed In 2. Hass grade the site including construction ponds and mounds accordance with Section 715. (sides of scales, mounds and ponds to be seeded and mulched no scale Immediately upon completion). Temporary seeding shall be _ recolnalended for all Swale, mounds and lake slopes that cannot be PRECALT CC>NC TOP 2. All storm serer pipe shat ( be reinforced Concrete pipe conforming na ASTM final seeded within a time erlod that will prevent Designation C-76 Class 111, In accordance with Section 906. Alternate p PRECGS7 coNC 2:4 IDnbnrob 92efon o\,ur dxd p�1710r)ho)2 S(X'w pipe material for pipes 42 Inches and larger shat I be ful ly bituminous p For temporary seeding the contractor shall slope erosion. D utilize a fast growing seed of either oats, annual ryegrass, )y *AIR RELEASE �va,Vnl-(T)ptic m�kl i)D.A8,OfQqU01 Coated Corrugated Steel; 14 gunge 3" x 1" corrugation In accordance with whodt or rye depending on time of year. Ponds will naturally Section 907. A fully paved, fully Bituminous Coated Corrugated Steel may •� •' also be utilized as an alternate for pipes 42 Inches and larger. act as a sediment trap for onsite erosion during construction. Ponds should be overexcavated at pIpo outlets to allow for z X Io C.I. PIPE THREADED eorH ENDS 3. Baekfl l ( around all structures and cuts under paved areas with granular siltation. Disturbed areas should be kept to a minimum at al l material In accordance with Section 211 and 715. times. 4 b xe.x 7- C.I.1QQ 3. Contractor shall control mud accumulation on all streets 4. See standard detail shoat for construction dimensions of storm structures. surrounding project by Installing stone surface at all locations t. Manholes, Inlets and catch basins shall be In accordance with Section there construct ton traffic leaves the site. Dust shall be kept 720. , to a minimum by ytlIIzing sprinkiIng, Calcium Chloride, k: Vegetative cover,' spray on adhesives or other approved methods. N 5. Storm sewer discharge areas and Inverts are tentative and are subject to field mmoditieatlons by the Engineer or his representative. The 4. Maintain all filters and traps during construction to prevent 0090 p�fA:o. 4 COMPACTED STONE Contractor rim I be reimbursed for any additional labor and materials Jo ,� any blockages from s and sediment. Additional seeding omo Of necessary to complete any modifications according to the unit prices and straw Dales may be required during construction as specified submitted by the Contractor on the contract documents. by Engineer or Soil Conservation Service. Rip rap shall be A 6. The Contractor shall provide at least 2' of cover over elk storm sewers. placed In areas of high velocity stream) flow al(minimum a size AIR RE LEASE - VACUUM VALVE D ETA 1 L 1/3 cu. fn.). Payment for additional straw bales shall be at the Contractors expense. Payment for ndditlonal rip rap 7. Rip rap shat ) be aminlmmm 1/3 cubic foot In size and a minimum 18" In and seeding shall be paid for on a unit basis. depth. Dimensions for rip rap on this plan are for estimating purposes • , only. Actual best placement of rip rap shall be determined by flail = 5. Contractor shall Install all sanitary sewers, storm sowers, conditions and shall be In accordance with Section 616. subsurface drains, and rater mains. Straw bale filters shall ry be Installed at all storm Inlets. 8. All drainage pipe and ditch outfalls to recelving streams shall be � constructed In accordance with drawings, subject however, to any 6. All proposed street areas shall be paved. 6 M modification required by City of Carmel at the tinrelnstallatlon Is completed and to any adjustments needed for fleldfcondltions not 7. All disturbed areas shall be seeded and mulched as specified adequately anticipated by the design drawings. below. This shall Include all building pad fill areas. B c / • 9. S.S.D. shall be rlgld,PYC (ASTM 3034) with 1/2" holes at 4" o.c. In three 8. Contractor shall remove all temporary erosion and sediment rows equally spaced around pipe. Alternate pipe may be coated Iron controls only when there Is a sufficient growth of ground d','e•.. 1 LIGHTLY COMPACTED BACKFILL (corrugaged) in accordance with Federal Spec. WW-P-405 or aluminum cover to prevent further erosion. n a a; ,••';; .5 ' ' OVER 501E corrugated In accordance r lth Federal Spec. WW-P-402 and section 718. GRANULAR BEDDING SeaAi Sner•Ifl ..tiros: OVER ROCK `J44.�=�! -4'* 't Swale seeding: seed and fertilize within construction Ilmits Immediately "Blue " " 20 1 b. "Rye Grass", 20 I b. after construction with 5 Ib. Red lop Gross", Y SANITARY SEWER PIPE BEDDING Blue Grass , 25 lb. "Tall Fescue Gress", and 600 Ib. 12/12/12 ter ass", r per acre. (ut and fill seeding along sty re=+s_ 25 Ib. "Tall Fescue Grass", 20 Ib. "Rye Grass", 15 lb. "Blue Grass", and 600 lb. 12/12/12 fertilizer per acre. this typa of concrut(2 this typo of concr&0- ancosamarrt IsysadwhQn anmsarn¢ntlrs(._LWd r_uhon (FOR RIGID . PIPE ) no scale storm 5GLucr is bales„ oxmvrotlnq Is don¢ dust abova sontary wear sanitary ��r Concrat¢ Encosamant noso�►a (for sanitory 5awars) CERTCFlED, & REVISIONS /� • CIVIL ENGINEERING TECH. CHK. DRAIN BY SCALE DATE CLIENT DWG. TYPE FILE NUMBER SHEET PAUL I. CRIPE9 IiVC■ /vovE /-z 86 CARMEL SCIENCE & TECHNOLOGY PARK ''' u� 1 @� � s s /o 7172 GRAHAM ROAD • LAND SURVEYING JOB NUMBER 443 "•��,�,ff�;�,L:.{O RG1:,1'J4_r''�: - /-BARE .s ,T s F - INDIANA • ARCHITECTURE DFTNG. TITLE POLIS INDIANA 46250 $ 10 13 181 - 1 D 10 D D OF 48 PLANNING STAIAJDAADD-rTAII-Is SPEehcleArlau.5 DATE 4 7-84, RDRArr1AJ 61--CA 9.5.35. 3171 842 - 6777 .AR8AUGH-19 1153