Midwestern Engineers, Inc. Plan Preview

□ 0 < " 0 M z 0 � □ 0 " �' !1 � z � 0 ! � ,o !§ ·� '- :: -¼ Vlf .9 Nm oM t NO JOI -N �8 r; J!!� � .. < � �t; -� Q Q" •• ::i! ·O �o zZ 0 ;;1 �< □Y • ,J 0 , <o '5 ;;; <oc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES TOPOGRAPHY SHOWN ON PLAN SHEETS rs INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD 83). ELEVATIONS ARE BASED ON THE 198BNORTH AMERICAN VERTICAL DATUM (NAVD 88). THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION 1WO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGffiVE DUST EMISSIONS. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EX1STING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ETC., THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE FILL. THE CONTRACTOR SHALL NOTIFY, IN WRffiNG, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY/TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURSIDICTION. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. AFTER STRIPPING TOPSOIL, THE SUBGRADE SHOULD BE PROOF-ROLLED WITH AN ADEQUATELY LOADED VEHICLE SUCH AS A FULLY LOADED TANDUM-AXLE DUMP TRUCK TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. RECOMMENDATIONS FOR DRYING, AMENDING, AND / OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHN!CAL TESTING REPRESENTATIVE. CONTRACTOR SHALL FOLLOW ALL TERMS AND CONDffiON OF THE CONSTRUCTION STORMWATER GENERAL PERMIT OBTAINED BY THE CITY OF LOOGOOTEE, A COPY OF WHICH WILL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION. ROADWAY AND MATERIAL SPECrFICATIONS SHALL BE IN ACCORDANCE WITH APPLICABLE PORTIONS OF THE INDOT STANDARD SPEC!FICATIONS (LATEST EDffiON) UNLESS SPECIFICALLY STATED OTHERWISE ON THESE PLANS, CONTRACT DOCUMENTS, OR LOCAL CODE. THE CONTRACTOR SHALL REPAIR AND /OR REPLACE ALL EX. UTILffiES, SIDEWALKS, CURB, OR OTHER EX, INFRASTRUCTURE DAMAGED AS A RESULT OF THE PROJECT. SL PROPOSED WATER PROPOSEDWATER MAIN& SIZE • PROPOSED GATE VALVE o PROPOSED l'lUTT!a<RFI. Y VALVi. � PROPOSED fallQI/V OFF VALVt. t PROPOSED FLUSH HYPRANT '$- PROF'QS!cti l WAY HYGlRANf • PROPOStD HYtlRA SftJp e PROPOSED IN3ERTA VALVE l\il PROPOSED LEAK DETECTION Ill PROPOSED/ RELOCATED METER J; PROPOSED PRV <S> PROPOSED CHECK VALVE * PROPOSED CUT AND CAP ► PROPSED REDUCER PROPOSED SANITARY PROPOSED MAIN & SIZE PROPOSED FORCE MAIN& SIZE PROPOSED SERVICE LINE 0 PROPOSED MANHOLE 0 PROPOSED CLEANOUT PROPOSED STORM PROPOSED MAIN & SIZE 0 PROPOSED MANHOLE □ PROPOSED INLET D PROPOSED CURB INLET GENERAL TOPO - SIGN • SATELLITE DISH s RIGHT OFWAY MARKER o MAIL BOX o POST / BOLLARD 8 SANITARY MANHOLE @) STORM MANHOLE @TREE EXISTING WATER -� 4" EXISTINGWATER MAIN& SIZE e EXISTINGGATE VALVE ® EXISTING BUnERFLY VALVE ; "XISTiNG BLOW OFF VALVG f EXISTING FLUSH HYDRANT t GXISTING 3 WAY HYDRANT • 6XISTING HYDRA STOP • EXISTING INSERTA VALVE c:i EXISTING LEAK DETECTION " EXISTING METER l EXISTING PRV & EXISTING CHECK VALVE vf EXISTING YARD HYDRANT <D EXISTING CORP. STOP EXISTING SANITARY == = = = = EXISTING MAIN& SIZE SL EXISTING FORCE MAIN & SIZE EXISTING SERVICE LINE e EXISTING MANHOLE 0 EXISTING CLEANOUT EXISTING STORM EXISTING MAIN & SIZE @) EXISTING MANHOLE 11111 EXISTING INLET Ill EXISTING CURB INLET --m-- BURIED TELEPHONE CABLE li< LIGHT POLE .,,,._. POWER POLE/ GUYWIRE ----- GAS MAIN - ,--,-- TELEPHONE --co--- FIBER OPTIC ----- OVERHEAD ELECTRIC --, -- WOOD I BARBEDWIRE FENCE + SURVEY CONTROL POINT & SURVEY MONUMENT -- "-- ELECTRIC/ CHAINLINK FENCE � HOUSE I H.T. I HOUSE TRAILER o SURVEY PIN "' ELECTRIC METER � v, GAS VALVE/ GAS METER EP: 12+ 7, · � LOT& 27883,09 SQ FT Q.64ACRES LO ..--- . l_ I-I- I - - w w 1-------�W W I I --• Cf) Cf) , LOTS 6336.5B SQ FT 0.60ACRES LOTS 2(i054,51 SQ FT o.e0ACRES 7 LOT4 1 5990.09 SQ FT 0.60ACRES f LOT3 I 4 5838.76 SQ FT I 0,59ACRES �= =;, 'sf" ..­ I-1-- 1-----1----� w w WW • LOT2 I I Cf) Cf) � 56,62 SQ FT I 59ACRES LOT1 2 01.09 SQ FT 59ACRES 0' BP: 0+00.0 -..L..�- LOT9 27466.84 S 0.63ACR ,_ "-., I LOT24 4401,98 SQ F 0.79ACRES Pl= r LOT' ��,,--, ,-.--1--.- -- 26448.69 SQ FT -A c.- CRES SANMH30 LOT11 24056.71 SQ FT L_ __J LOT12 24056.71 SQ FT OT22 24056.71 S T 0,55 RES i 21 ""'�v56,71 SQ Fl: 0.55AC,;e;:, 0.55ACRES r- ,....==-'..__..:!=�� SHEET10 SHEET21 - - 7 LOT25 25994.39 SQ FT 0.60ACRES LOT31 259B,9:46 SQ FT SHEET8 , SHEET19 ./ -. - � , . �OT2$ , ,91 SQ FT RS LOT32 2ss47, 77 so ret 0,60ACRES 0,59ACRES ,,-----7,:t=:� il SHEET11 SHEET22 r - - - I L Cj>T2,7 08 1 36SQ 1 T 0.58AC�E ' � 0.58. AC-RES - I ' I 60 30 0 60 EARTHWORK QUANTITIES CUT (cy) FILL (cy) NET (cy) 15675.28 12747.35 2927.93 Point Table Point# Northing Easting Elevation Description 1 2 3 4 1251910.26 1252068.78 1251878.82 1251538.56 / STA8+56.27 End Construction PR-D N:125247524 2998965 12 2999380 39 2998560.61 2998527 . 86 - - 561.66 cp 5/8in rebar 558.68 cp 5/8in rebar 557.54 cp 5/Bin rebar 558.31 cp mag nail -- I' 11 'I l1l I r ,, •' I, I-+= � =:. � �; ! - � - � - = - : _ : _ ; _ : _ � - � - ; - � - ? _,���:.� - � - � - =- = _ = _ = _ :: _ � 4-!��-�-:-i :; _;_� -;-� ...,, � E � � � - � - � �{+--!-f���iii�i!i;��i�f-------"E::f � =- s-c-= -= � = ..., = - = - i � ...,-""i',-E:8� :.:__ - E : 2999398 . 58 r - • .,_-,SANMH20 7 LOT13 200662.31 SQ F-T 4.61ACRES L __J i 7 LOT14 24494.10 SQ FT 0.56ACRES SANMH 10 _J 7 LOT20 25072.06 SQ FT 0.58ACRES L LOT19 24494.10 SQ FT 0.56ACRES�� ::- ! co ..--- - 1-- 1-- L_ ---------+------�l w W ,, w w 7 LOT15 24494.10 SQ FT 0,56ACRES SHEET12 i LOT16 2415l;l.31 S 0.55ACR P 3 STA 0+28. 3 8 Begin Construction "'7''---IPR-A N:1251864.44 E2998536.67 i I I Cf) Cf) LOT18 24494.10 SQ FT 0.56ACRES i LOT17 23951:j.97 SQ FT 0.55ACRES L_ __J rm . BP: o+ ' 0. ' ' SANMH110 7 SANMH90 I LOT39 7 25840.01 SQ FT LOT34 26613.24 SQ FT 0.61· ACRES L 0.59AQRES L _J I LOT38 25840,01 SQ FT -� S � H !:=: E ,� E � T � 1 � 3 :;io.59ACB1zs· LO 5 2599 , 0 SQ FT 0 DACRES SANMH1 0 7 LOT36 30892.26 SQ FT 0.71ACRES STA 0+45.45 Begin Construction J.L:'."',PR-B N.1251882 96 E2998936.78 _J I LOT'ifl 24366.94 SQ FT L 0,56ACRES I I-1-­ w w WW I I Cf) f LOT40 30869,7:1 SQ FT j ' 0,71ACRES ' , / _r--,, __LOT. 41 28698.63 SQ FT 0.66ACRES I L_� §;AN'MH130 STA 2+90 00 N:1252116.19 E2999356.22 \ ✓ ,1 _J I :..:l REVISIONS :\,,,, ....... ,,,,. #'''\�'1 w I "0 1,,+ (t §� \, ��\STE,t l: O-, � ;:: ,-: (> "' g No. i a� PE11300241 ,:s \� STATEOF t::i '\� 8 1 No1,"" ��I �$ ��§ �,, IONA\. :\,� .,,,, :\,'\� 1,,,..... ,,,1 �t,J.{½.- 2/29/202-f BID SET C 21)24 11-lid"''CS!Nn Engineers. Inc. 802 West Broarlway Street P.O BoxW5 Loogootec. lndinna 47551 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKi'.BDH a.c. CHECK RAB PROJECT NUl.lBER 2022038-04 3 3 OF 48 I Fll£ NUMBER 43925 I Do Not Use Plan Previews for Take Off