Midwestern Engineers, Inc. Plan Preview

� / r-,ts , \ \ ,;:" "'- ' ""' I /� " � / EX. SAN.!]J!l'.!'._ ) / ( MANHOL)t ill' f / , 6 5 RIM: 6�.34 / / u";: / .--- 2 , -lNVf'N) 64 2 . 0 9 ( L y /. s:, HERITAGE NORTH LLC \ ,-.;: /. x � C/0 FIRST AMERICAN COMMERCIAL - \ i f:!:> REAL ESTATE SERVICES 1 \ ... ,., .-o.s.-2. 2-. o. oo.-.00� 2 •s•o• o-. o.0 9 ,.. ,..""'� ;... /�-.L\/ ___,_ --•-- - _, // / 0 f\ / g 'i? r, I \ ; + � 1""�; '- / N I // // / STA. 14+00 TO STA. 16+00 - CONTRACTOR SHALL CLEAR ENTIRE WIDTH OF THE PERMANENT EASEMENT. REMOVE ALL BRUSH/DEBRIS ACCUMULATED FROM THE CLEARING NO "WINDROWING" OF BRUSH/DEBRIS WILL BE ALLOWED. '- \ THE USE OF A CHIPPER WILL BE ALLOWED IF PERMITIED \ � BY THE OWNER AND PROPERTY OWNER. SEEDING WILL �----�"-,· BE REQUIRED IN WOODED AREAS. / --- "\ / / / ,p / / / --<;:,",/\ - -.-�-- - , , ___ _ -• ---- , _ ..._ / "- " I /""...__/ \ /"-.. ,, . -- " ,..- 1�/_-..,,_ r> ,{_ - -•-- - �·=�/- _, ,--� - • /- , ---- / ._, . ' \ . __ ,,,,-- \ / \ 0 ; �' - __, ,-, /--6 \_/ I --.9 .,, -6s1� a 0 0 + ... N / � + \; N C') c N N r'-/- 1 \ A '- ...., '"" I \ r I I \ �; I / I 0 0 + l!) N C I V '-�/\ I _; I - J r r,-- I I \ & ,_/ \ !'' 0 I (\ 0 0 + (D N I / \I 0 0 + ..... N '- --; '/'""--jlNSTALL 16" 11.25 ° 0.1.M.J. FITTING .,� ;-\ I \_,.,,) �\ -../ \./ ""\ ...{, FUTURE POINT OF CONNECTION '/ J "'"'� � INSTALL 16"x16"x16" D.I. TEE, f 0Q 16"x12" D.I. REDUCER AND 12" GATE VALVE, CAPPED AND BLOCKED . . ''w� ,,,,,,, "" "',,, �"',,. ","" "" . . "" "' �%;s.,:�.,,, / �� v -, I 1 ..,,, I ' /' � ; \/ I I � I / I _.., / '-- / EXISTING GAS EASEMENT HELD BY TC ENERGY. CALL JADE AMOS, 765-316-0299 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO ACCESSING EASEMENT. CONTRACTOR SHALL BE REQUIRED TO COMPLETE WHEEL LOAD FORM (SEE SPECIFICATIONS) PRIOR TO CROSSING OF A GAS MAIN. CONTRACTOR MAY BE REQUIRED TO PROTECT GAS MAINS WITH PLATING AT REQUEST OF TC ENERGY. AT NO TIME SHALL ANY EXCAVATION OCCUR WITHIN EASEMENT. FILL SHALL BE TEMPORARILY ALLOWED AT THE DIRECTION OF TC ENERGY. r / ...._, ,.. I \ I ;-\ I l I l I ;\ I '- I \ I ) I ./'- I / \ / FOWLER LAWRENCE A REVOCABLE ( .-/ . . ...., J r1 ._ TRUST% JACK FOWLER 03-05-22-000-002.704-009 t.. - - \ () V I' I I ,,1 I & \. ,:;, ? � I I I I I I I rl ,,,...--/ \ ;- \ /� \ , " / " I \ ) I\ t/ I / I ,)(1 , / \ Jj / I 1,/ I I 0 � 0 0 I V NOTE( NEW MAINS THIS PLAN TO BE 16" 0.1. CLASS 250 WATER MAIN WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED. OWNER SHALL PROVIDE ALL 0.1. PIPE IN ACCORDANCE WITH THE SPECIFICATIONS AT NO COST TO THE CONTRACTOR; CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER MATERIALS AND APPURTENANCES NOT LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING THE OWNER PROVIDED PIPE AND MATERIALS FROM THE EXISTING STORAGE LOCATIONS AT STA 46+00 AND 70+00. 0 "' "' f­+ w r- w NI <{ U) f- z U) 0 Wo z­ - f­ _J z IO uu f- w .,: z ::;; - _J S.N. 1 S.N. 2 S.N. 3 S.N. 4 S.N. 5 S.N. 6 E.C 1 E.C. 2 E.C. 3 E.C. 4 E.C 5 E.C. 6 E.C. 7 SCAL�. 1"•50' �- SPECIAL NOTES INSTALL A BUTTERFLY VALVE (SIZE) "' 25 CUT, CAP AND ABANDON EXISTING WATER MAIN ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE (SIZE) EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE ABANDONED IN PLACE EXISTING VALVES, HYDRANTS AND OTHER NECESSARY APPURTENANCES TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH GRADE "B" BORROW BACKFILL, REGRADE AND RESEED INSTALL A 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE INSTALL A GATE VALVE (SIZE) EROSION CONTROL NOTES EROSION CONTROL BLANKET SILT FENCE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD PORTABLE TOILET PORTABLE CONSTRUCTION DUMPSTER TEMPORARY CONCRETE WASHOUT BASIN INLET PROTECTION FILTER SOCK GENERAL NOTE: 1. LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION SHALL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE PROPERTY (REQUIRED FOR E:C. ITEMS No. 3 THRU 7). 2. OWNER HAS APPLIED FOR OR CURRENTLY HOLDS THE CONSTRUCTION STORMWATER GENERAL PERMIT OWNER SHALL SUBMIT THE NOi TO IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS • SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE BARTHOLOMEW COUNTY SOIL AND WATER WATER MAIN PLAN SHEET I w 1- � z Ww > ::!: Ow a: () a. a: �� -z REVISIONS BID SET C 2024 Midw�,;tern Engineer,;. Inc. 802 \V�,;l Brocodway Street P.O. Box 295 Loogootee. Indiana 47553 OATE SEPT. 2024 DESIGN EKPL'.SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 4 4 Of 15 FllE NUMBER 44238 I Do Not Use Plan Previews for Take Off