Midwestern Engineers, Inc. Plan Preview

ww ", i! z a �' < < z < z <> 0 z ��� 1 MQ -u Q ,:;:� -=t 8 � Q �o � -� ........ ,::8 o'J M � • oW " -· • :.; :j� < .. -· <.Q�•a Q 00 U wz :i:: z -, � 51 �y cN '" 0 • <• ! ) POINT OF CONNECTION: WET TAP EXISTING8"WATER MAIN WITH AN � -- :1 8'x 8"x 8" STAINLESS STEEL TAPPING SLEEVE AN8" GATE VALVE AND AN8"x 12"INCREASER STATIC PRESSURE 78 PSI J I ALL NEW MAINS TO BE D.I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS NOTED OTHERWISE \ \ S.N.6 """""' POINT OF CONNECTION: DRY TAP EXISTING8"WATER MAIN WITH AN 8"D.I. SLEEVE. STATIC PRESSURE86 PSI S.N.6 S.N.8 S.N. 3 S.N.4 (8") STONE lill'ililllilP''""'-IJINGS,w: ( 50 l.F. OF24'x0.500' TEEL ING BY AUGER BORING OR ACKING TH 12" RESTRAINEDJOINT D SS 350 RRIER PIPE, CASING SPACE 8' CENTE ING END SEALS AND TRA RE E SHEET 5 FOR CROSS SEC TE VALVE NORTH SIDEBRIDGE, INC. 31-10-J0..301-013.000-007 ��8RIDGE, INC. \ \ 0 � \ WOODS \ r·--,__,,,, \ r-- CONTRACTOR SHALL FILL EXISTING PIPE/CASING WITH FLOWABLE FILL IN THE EXISTING RIGHT-OF-WAY NEW DOUBLE IT SETTING B'-"KTDP /if \ I 1) Tree removal and brush deorlng shall be contained and minimized within the utlllty llne crossing area. No more than one (1) acre of trees shall be removed within the floodwoy. 2) Construction activities within the waterway from April 1 through June 30 shall not exceed a total of two (2) calendar days, 3) Best management practices shall be used during and ofter construction to minimize erosion and sedimentation. 4) Following the completion of construction, disturbed areas shall be reclaimed and revegetated. Disturbed areas shall be mulched with straw, wood fiber, biodegradable erosion blanket, or other suitable material. To prevent erosion until revegetoted species ore established, loose mulch shall be anchored by crimping, tacklflers, or netting. To the extent practicable, revegetatlon must restore species native to the site. If revegetatlon with native species Is not practicable, revegetation shall be performed by the planting of o mixture of red clover, orchard gross, timothy, perennial rye gross, or another species that Is approved by the department as being suitable to site end climate conditions. In no case shall tall fescue be used to revegetote disturbed areas. ---.5) Disturbed areas with slopes of three to one (3: 1) or steeper, or areas where run-off ls conveyed through o channel or swole, shall be stabilized with roslon control blankets or suitable structural armament. as defined ln IC 13-11-2-260, the utlllty llne wlll be equipped with on emergency 8) If a utlllty llne Is placed beneath the bed of o river or stream, the following conditions ore met: (A) Cover of at least three (3) feet measured perpendicularly to the utlllty 11ne Is provided between the utltlty line and the banks. (B) If the placement of o utlllty line Is not subject to regulation under 1C 14-28-1-29, IC 14-33, or IC 36-9-27, cover Is provided as follows: (i) At least three (3) feet, measured perpendicularly to the utility line, between the lowest point of the bed and the top of the utlllty line or Its encasement, whichever Is higher, If the bed Is composed of unconsolidated mater!ots. (ii) At least one (1) foot, measured perpendlcularly to the llne, between the lowest point of the bed and the top lndlono Administrative Code Page 21 FLOOD PLAIN MANAGEMENT of the utlllty 11ne or its encasement, whichever Is higher, If the bed Is composed of consolldoted materials. (C) If the placement of the utility llne Is subject to regulation under IC 14-28-1-29, IC 14-33, or IC 36-9-27, cover is provided as follows: (i) At least three (3) feet, measured perpendicularly to the utfllty lfne, between the design bed and the top of the line or Its encasement, whichever is higher, If the bed Is composed of unconsolidated moterlols. (11) At leost one (1) foot, measured perpendicularly to the line, between the design bed and the top of the line or lts encasement, whichever is higher, if the bed Is composed of consolidated materials. (D) Negative sotlon ls provided substance ovlt of less than where the utllity tine hos o nominal diameter of at least eight (8) inches and transports o one 1 . s a: CRATE SHOf' S.N. S.N. 2 S.N. 3 S.N. 4 S.N. 5 S.N. 6 S.N. 7 S.N. 8 S.N. 9 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EX/STING METERS ARE CONNECTED TO THE NEW WATER MAIN INSTALL A 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE INSTALL A GATE VALVE (SIZE) CUT, CAP AND ABANDON EXISTING SER"1CE LINE ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE CUT, CAP AND ABANDON EXISTING WATER MAIN ON B01H LIVE AND ABANDONED SECTIONS OF PIPE INSTALL NEW WATER METER PIT AND APPURTENANCES AND RECONNECT TO NEW OR EXISTING WATER MAIN WITH 1" HDPE, DR-9 CTS SERVICE LINE. TRACER WIRE TO BE INSTALLED ONLY ON LINES CROSSING ROADWAYS, CONNECT SERVICE LINE TRACER WIRE TO WATER MAIN TRACER WIRE. WATER SERVICE LINES SHALL BE CONSTRUCTED AFTER Tl- lE NEW WATER MAIN HAS BEEN CONSTRUCTED, FILLED, PRESSURE TESTED AND DISINFECTED EXISTING VALVES, HYDRANTS AND OTHER NECESSARY APPURTENANCES TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH GRADE "8" BORROW BACKFILL, REGRADE AND RESEED INSTALL NEW 1" HOPE DR-9 CTS SERVICE LINE FROM NEW MAIN AND CONNECT TO EXISTING METER. EXISTING METER AND PIT TO REMAIN IN PLACE AND EXISTING SERVICE TO BE RETIRED IN PLACE. CONTRACTOR SHALL INSTALL NEW MAIN -- 1__..,�------ CENTERED IN THE EXISTING CLEARING AND� &40 __ =-------- REMOVE ALL BRUSH/DEBRIS IN EXISTIN CLEARING. SEEDING WILL BE REQUIRE \ I INSTALL 180 L.F.12" RESTRAINED JOINT D.I. CLASS 350 WATER MAIN WITH POLYETHYLENE •--7 ENCASEMENT AND TRACER WIRE BY OPEN CUT S.N.2 NOTE: DAMN IS SCHEDULED FOR REMOVAL IN SUMMER OF2024 .. ..---:::::: _..../ ../ PLACEMENT. SEE SHEET 5 FOR CROSS SECTION \ NOTE: <L---,s.N.2 'f-- FOR THE CROSSING OF INDIAN CREEK THE CONTRACTOR SHALL FOLLOW THE IDNR QUALIFIED UTILITY LINE CROSSING NOTES AS LISTED ON THIS SHEET TO REMOVE TREE ONLY TRIM BRANCHES AS NEEDED TO MINIMIZE DAMAGE DURING CONSTRUCTIO �- INSTALL A12"x 12"x 12"DI TEE,TW0�2 \\ 12'GATE VALVES, ONE (1)12"x 8"DI REDUCER AND ONE (1)8'GATE VALV POINT OF CONNECTION f\. DRY TAP EXISTING8'WATER MAIN WIT '-J 8'x 8'D I TEE SEE CONNECTION DETA 1/' HEET 5 STATIC PRESSURE101 PSI S.N.1 ,y "----+- ) \ ,y .,, � _.=----,-c . . ,· � � V ,.,.....-� _.,,-•-- r -- ...-:::; _....,.,...-::_. / PIT STONE POINT OF CONNECTION: WET TAP EX. 10' MAIN WITH A10'x 10"x 10" STAINLESS STEEL TAPPING SLEEVE,A 10' • TAPPING GATE VALVE AND A12"x 10"REDUCER. AFTER NEW MAIN IS FULLY TESTED AND OPERATIONAL, THE CUT/CAP CAN BE INSTALLED NORTH OF THE TAP. STATIC PRESSURE 99 PSI 1,1..i-1�-u�: A , a,'-'?"._ ,/' __ ,/' __: ___ l-.;;;=;:;,/../�I.J- 1 1 ,........,.�� ..,,_/____. L\,.,,,l;..--......_____����.t --·"'-' �,..,.,.;__.i._,�r,..,i..-...i-t.-1...,�i-,.1�- • u t:: - REVISIONS BID SET C 2024 Mi<iwcslem Engineers. Inc. 802 W<'>l Broadway S1ree1 P.O. Box "295 Loogootec. Jmli,m:, 47553 DATE FEB. 2024 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2023002-06 4 4 OF 7 I FILE NUMBER I 43936 Do Not Use Plan Previews for Take Off