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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100 <br /> 9 <br /> o O <br /> o 0 0 LEGEND <br /> a d <br /> o ° <br /> EXISTING NATURAL GAS LINE <br /> - EXISTING WATER LINE <br /> D o <br /> Q O o p r EXISTING OVERHEAD POWER LINE <br /> 0 <br /> E a o �, — — — — — — — — EXISTING PIPELINES <br /> o � o L� <br /> D o TIE INTO EXISTING 1" GAS LINE , Q _ <br /> o (APPROX. - CONTRACTOR TO p �� �� EXISTING FENCE <br /> FIELD VERIFY) a <br /> EXISTING POWER POLE <br /> NATURAL GAS PIPELINE. _ <br /> ° ° SEE PROFILE AND DETAILS — — <br /> ° ON 530-DD10-PAP-610 a EXISTING — — _ EXISTING SITE STRUCTURES &WATER TREATMENT PLANT <br /> 0 0 ELECTRICAL <br /> CONDUIT FOR <br /> I v <br /> EDGE OF PAVING GATE T-0" DEEP O I EXISTING ROADS <br /> EXISTING 6" SUPPLY ° q 8" HDPE DR 17 VERIFY ROUTING <br /> p WATER LINE EFFLUENT/TREATED p _ _ - <3 WATER TREATMENT PLANT STRUCTURES <br /> WATER PIPELINE. SEE _ I <br /> TIE-IN TO EXISTING ° °� PROFILE AND DETAILS <br /> WILLIAMS FORK b o ON 530-DD10-PAP-606 — <br /> PIPELINE SEE DETAIL NEW PIPELINES <br /> / AND SECTION ON EXISTING 6" SUPPLY — ° WATER TREATMENT APPROXIMATE LOCATION OF <br /> EXISTING WILLIAMS WATER LINE _ — I NEW ELECTRICAL CONDUITS (NOTE 2) <br /> 530-DD10-PLN-609 o a � PLANT EXISTING NATURAL GAS LINE �Q <br /> FORK PIPELINE o o� oo <br /> N. 188965.20 a f lllll4'h��� <br /> � E. 1838967.00 — (CONTRACTOR TO FIELD VERIFY) <br /> / NATURAL GAS PIPELINE <br /> co O° _ +00 FOR CONTINUATION SEE IC S <br /> 530-DE20-PLN-106 AND 108 <br /> Y 1�� EXISTING <br /> i <br /> 0 0 STORMWATER <br /> D / k o CHANNEL e o I ELECTRICAL <br /> E DR 17 OFF-SPEC I <br /> Q w o° o 10 +90 PULL VAULT I <br /> / 8" HDP <br /> TIE INTO PIPELINES AT APPROX MILL <br /> WATER/SLUDGE I <br /> e PIPELINE SEE PROFILE O �\ COORDINATE N. 187617.88' , E. 1838734.01' a <br /> FIBER 0 Q <br /> AND DETAILS ON IN EXISTING UTILITY CORRIDOR. FOR <br /> / o 50 <br /> a 530-DD10-PAP-607 0 OPTICS < n CONTINUATION SEE STEARNS-ROGERS <br /> TRUE NORTH QaQa�� (NOTE 2) a MILL RECORD DRAWING 4-6-034 <br /> v TIE-IN AT 45 TO <br /> — — _ EXISTING BEAR 0 o 0 GQ <br /> < PAW PIPELINE a n ° / 102+0 100+00 D n <br /> N. 18850O 81' NA, 0 8" HDPE DR 17 ROOF DRAIN O <br /> , E. 1838681.36' PIPELINE. SEE PROFILE AND 10" HDPE DR 17 EFFLUENT VALVE DETAILS ON POWER 530-DD10-PAP-607 SPARE <br /> VAULT DRAIN PIPELINE. SEE PROFILE \ — — — — — — — (NOTE 2) 6" HDPE DR 17 MILL/ INFLUENT WATER <br /> P <br /> AND DETAILS ON 530-DD10-PAP-608 7 WITH 3" HDPE DR 17 RAW/ FRESH <br /> L WATER PIPELINE AND ELECTRICAL <br /> o I EXISTING P P COMMON TRENCH. SEE PROFILE AND <br /> r EXISTING BEAR PAW a STORMWATER , p DETAILS ON 530-DD10-PAP-605 <br /> PIPELINE OUTLET <br /> J <br /> a Q , <br /> [ NOTES: <br /> C / EXISTING MILL d EXISTING 36" RCP STORM MILL 1. BELOW GRADE PIPING TO BE PROVIDED WITH A MINIMUM OF 9 FEET OF COVER <br /> WATER RETURN 1 P DRAIN IN THIS VICINITY. o BUILDING TO TOP OF PIPE. <br /> CONTRACTOR TO FIELD VERIFY <br /> PIPELINE0 2. TIE IN TO ELECTRICAL SUPPLY AT EXISTING SWITCHGEAR AND TIE IN FIBER <br /> BUILDING COORDINATE o a a \ OPTIC CABLE TO EXISTING COMMUNICATIONS IN MILL BUILDING. FOR <br /> a AT COLUMN LINE CD CONTINUATION SEE STEARNS-ROGERS MILL RECORD DRAWING 4-7-147. <br /> INTERSECTION <br /> N. 187977.97' MILL SITE <br /> O E. 1838815.53' / COORDINATE <br /> �j <br /> o FINISHED FLOOR / ��Q`� BENCHMARK <br /> a p e o ELIE ' 9105'-0" N. 187977.97 Q <br /> / \ E. 1838815.53' <br /> b / <br /> 6 <br /> i <br /> 0 n <br /> 0 <br /> �l <br /> 0 <br /> z <br /> 1 ` © o loo zoo 300 FOR APPROVAL <br /> 0 <br /> \\ 0 1" = 100'-0" FT 01-07-2022 <br /> 00 <br /> UNLESS OTHERWISE AGREED IN A WRITTEN CONTRACT BETWEEN WOOD RESILIENT <br /> ENVIRONMENTS,INC.AND ITS CLIENT:(I)THIS DOCUMENT CONTAINS INFORMATION,DATA <br /> AND DESIGN THAT IS CONFIDENTIAL AND MAY NOT BE COPIED OR DISCLOSED;AND(II)THIS LLI <br /> DOCUMENT MAY ONLY BE USED BY THE CLIENT IN THE CONTEXT AND FOR THE EXPRESS <br /> A PURPOSE FOR WHICH IT HAS BEEN DELIVERED.ANY OTHER USE OR RELIANCE ON THIS G EOFF N IGG ELER RSM RSM <br /> DOCUMENT BY ANY THIRD PARTY IS AT THAT PARTY'S SOLE RISK AND RESPONSIBILITY. � �enum W <br /> CLIENT PROJECT MGR DEPARTMENT MGR PROJECT MGR 0 <br /> STAMP/SEAL <br /> PROJECT PHASE A F part4 Mogan Company wood g <br /> FINAL DESIGN o <br /> 0 <br /> PROJECT NO. BY MM-DD-YY SUBJECT AREA �I <br /> NOT FOR CONSTRUCTION HENDERSON MILL 530 <br /> 32820176/244816 DES DBR 02-18-21 0- <br /> C 01-07-22 ISSUED FOR APPROVAL SNS RCH RCH RSM HBS 4-6-034 STEARNS-ROGER PIPING CONVEYOR&UTILITY TUNNELS PLAN AND SECTION WATER TREATMENT PLANT CLIENT DWG NO.10 F <br /> DRN SNS 01-07-22 <br /> N B 04-16-21 ISSUED FOR REVIEW AND APPROVAL DBR KPS RCH RSM HBS 4-7-147 STEARNS-ROGER ELECTRICAL UTILITY TUNNEL BELT CONVEYOR No.1 TO MAIN SWITCHGEAR BLDG TRAY&POWER LAYOUT SCALE SITE CIVIL & UNDERGROUND PIPING w <br /> o A 02-18-21 ISSUED FOR REVIEW AND APPROVAL DBR KPS RCH RSM HBS NUMBER TITLE CHK RCH 01-07-22 DRAWING NO. REV <br /> AS NOTED APP RSM 01-07-22 PLAN 530-DD10-PLN-601 C a <br /> `� REV MM-DD-YY REVISION/ISSUE DESCRIPTION DRN CHK APP APP APP APP REFERENCE DRAWINGS <br /> Z U <br /> a <br /> SAVED:06-Jan-22 1:30 PM PLOTTED:13-Jan-22 6:57 AM USER:STERITZ,SAMANTHA <br /> 8 7 6 5 4 3 2 1 <br />