The URL can be used to link to this page

Home My WebLink AboutC500I I I I I s I I I I I I I I I I S I� w w w III LL dL P. 6" FIRE 4" DOMESTIC HOLLAND BUILDING (UNDER CONSTRUCTION) 6" PVC ROOF DRAIN �VN EQUIPMENT ROOM P-401 FOR CONNECTION POINT 4-0 IF OF 6' PVC SANITARY LATERAL 01.04% MINIMUM LF OF 6' PVC SDR-35 0 (FROM FOUNTA;7 I I I I \ < < s l l i i l I I I I Iti I I I I I I I I I I I I I I I I I $ PLAYFAIR BUILDING 6" PVC ROOF DRAIN I 0. (UNDER CONSTRUCTION) 71 I I I I I - I I I I I s I I I I I I I ❑� 6" FIRE I I 4" DOMESTIC s l I I I I I I I I I I I I I I I f I I I I I s I I I fi \ \VV W W� I$ I\ Ei.-- -- ,Er -----ACT-+----OET------OET------oEr--- - - -oET ----- oEr — \ I— — — — — — — — — — — — — — I I ------------- _ ---- --- —I-----SING=====----__� I ---------- _—----- ----J --------TITTITTI---- EXPANSION II II II III —F--*-��T-UT --- ', UT UT ---- I ---ME IE =� �I VETER VS WA STAIRS (FUT RE) W W BALDWIN/CHAMBERS BUILDING (UNDER CONSTRUCTION) - I I Y 111 SA N A M TOR = 833.4 O INV. N 8C E = 827.3 \ w w w w 1-4 w I I_ o II I GARAGE TRENCH DRAIN T.C. 835.50 INV. 834.50 GARAGE TRENCH DRAN (CONNECT TRENCH DRAINS WITH 8- PVC) T.C. 835.50 W. 834.45 if OF 8' PVC 0 1.00% II14 ❑� T NASH BUILDING I II ® (EXISTING) PARK EAST GARAGE 741F OF W PVC 00.61% I II (UNDER CONSTRUCTION) ROOFDM 1IW. WA (FIEL) - --- l II II L II II � II /i SITE UTILITY PLAN SCALE: 1" = 30' v II uuqp II 0 W 01 I10 ——�/ aip UTILITY NOTES ehverity E N GI N E E RI N G 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317.706.2075 www.enverityENG.com 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY OR STATE Engineer: AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. ALL CONSTRUCTION MATERIALS auo811I11NIR1T1, AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AUTHORITIES STANDARDS AND SPECIFICATIONS. o�JJ�/�� 57fRFp'q�9y 2. REFER TO EXISTING TOPOGRAPHIC SURVEY FOR BENCHMARKS AND OTHER EXISTING i NO• ? INFORMATION. CONTRACTOR TO FIELD VERIFY LAYOUT PRIOR TO CONSTRUCTION. _ 910023 O4 STATE OF ?� 3. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE. ��''•., /NDIANP ' 4c, SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT FSS�oNA •...��,",,.` NO COST TO THE OWNER. 4. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE UTILITY PROVIDERS PRIOR TO STARTING ANY CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. 6. CALL "HOLEY MOLEY", 1.800-382-5544, 72 HOURS PRIOR TO THE START OF ANY ❑ EXCAVATION. 7. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE AVAILABLE TO THE ENGINEER ❑ DIMENSIONS TO LOCATE UTILITY STUBS AND(OR ANY UTILITY CONDUIT STUBS I L� INSTALLED. 1� 8. ALL UTILITY CROSSINGS OR TRENCHES WITHIN FIVE (5) FEET OF THE EDGE OF PAVEMENT SHALL BE BACKFILLED TO THE SUBGRADE WITH GRANULAR MATERIAL (#8 I�J� STONE) AND COMPACTED IN SIX (6) INCH LIFTS. 9. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION BETWEEN I WATERMAINS, SANITARY AND STORM SEWERS AS WELL AS A 10' HORIZONTAL SEPARATION BETWEEN WATERMAINS AND SANITARY SEWERS. I�C�/ PLAN I /�t�I 10. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE. KEY r r L~I V SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT OVERALL SITE "A" NO COST TO THE OWNER. SCALP NTS PLAN NURTH 11. ALL UTILITY WORK SHALL BE COMPLETED, INCLUDING TRENCH BACKFILL AND Developer: COMPACTION, PRIOR TO PLACEMENT OF ANY GRAVEL BASE. 12. EXCEPT FOR THOSE UTILITIES NOTED TO BE PLUGGED OR REMOVED, RECONNECT ALL P E D C 0 R LINES ENCOUNTERED DURING CONSTRUCTION. 'E, _y Mewk � 13. UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE RAISING OR LOWERING OF ALL fir/ EXISTING MANHOLES AND CATCH BASINS, FRAMES AND COVERS, VALVE BOXES AND DEVELOPMENT CO. CLEAN -OUTS TO MEET FINISH GRADES. 14. ALL SITE UTILITIES SHALL BE STUBBED AND PLUGGED TO WITHIN FIVE FEET OF THE Project: OUTSIDE BUILDING FOUNDATION WALL UNLESS OTHERWISE NOTED. 15. REFER TO ARCHITECTURAUMECHANICAL PLANS FOR EXACT BUILDING SANITARY AND WATER SERVICE CONNECTION LOCATIONS. FIELD ADJUST AS NECESSARY. CN 16. IF ALTERNATE STRUCTURES ARE TO BE SUPPLIED, SHOP DRAWINGS MUST BE SUBMITTED TO THE ENGINEER AND APPROVED IN WRITING PRIOR TO INSTALLATION. 17. UTILITY LENGTHS NOTED ARE APPROXIMATE. O O 18. ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING, Z UJ CV DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE CAST IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT IN ADDITION, A SYMBOL OF A Q� FISH SHALL ALSO BE CAST WITH THE LETTERS. W / O W UTILITY LEGEND J Cz Z STORM SEWER Q _^ UNDERGROUND ELECTRIC (BY UTILITY COMPANY) U � UNDERGROUND TELEPHONE W PROPOSED WATER LINE U GAS LINE UJ SANITARY MAIN PROPOSED SANITARY LATERAL 0 - - - - - - - - - - PROPOSED PVC ROOFDRAIN FIRE HYDRANT PROPOSED WATER VALVE COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND ISTHE SOLE "00 PROPOSED CLEAN -OUT neO'STxleuiary io oTDHEN rEnnilEsis N'0 TO eecorvsrS As EL° na PaoPER1R..; oaoT. ESEa Eoa�HTB AL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND • SANITARY MANHOLE AND PUBLISHEDTHESE slcTMEOR RESULTNGROUP cc SULTING eUo�nNCOReuG OR BUGS I IK OF THE ARCHITTECT, AMES R. Es, OR. PORTION'EDFCOPIED. IPHOTOGRPPHE. ❑ STORM INLET EXHIBITED PUBLISHED. c ENT,0 "®tea Rlcn HMEE.R. SnrzIFICANDPR.ROOR .N CONSENT, O STORM MANHOLE AMES R. N,AIA C.", as a CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01/09/17 Drawn By Checked By DBH DBH Last Revision Date: Sheet Title: Site Utility Plan Sheet Number: tid • ' ' ' C300 Know what's below. Call before you dig.