DOMESTIC WASTEWATER TREATMENT LAGOON ROCK LAKE HOLDING LTD. Sheet List Table REVISION NO. SHEET NUMBER Civil SHEET TITLE

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1 Sheet List Table SHEET NUMER Civil NO SHEET TITLE C R00 SITE PLN L R00 PLN VIEW, SECTIONS & DETILS L R00 CONSTRUCTION DETILS & NOTES L R00 DISCHRGE DETILS GENERL NNOTTION ITEM SYMOL REMRKS ELEVTION CLLOUT DETIL CLLOUT DETIL CLLOUT, SECTION WLL SECTION CLLOUT UILDING SECTION CLLOUT ROOM NUMER CLLOUT DOOR NUMER CLLOUT WINDOW NUMER CLLOUT NUMER CLLOUT D W "" DENOTES DETIL No., "" DENOTES DETIL LOCTION "" DENOTES DETIL No., "" DENOTES DETIL LOCTION "" DENOTES DETIL No., "" DENOTES DETIL LOCTION "" DENOTES DETIL No., "" DENOTES DETIL LOCTION "" DENOTES DETIL No., "" DENOTES DETIL LOCTION REVITIONS LEGEND RCH RCHITECTURL CORR CORRIDOR FTG FOOTING O/C ON CENTRE T.L.L. TOP LOWER LEVEL.U. UILT-UP DI DIMETER GLV GLVNIZED OD OUTSIDE DIMETER T.U.L. TOP UPPER LEVEL.L.L. OTTOM LOWER LYER DIG DIGONL G.L. GRID LINE PRE-ENG PRE-ENGINEERED T&G TONGUE & GROOVE.U.L. OTTOM UPPER LYER DS DOWNSPOUT H/C HNDICPPED PREFIN PREFINISHED T& TOP & OTTOM D ORD DTL DETIL HORIZ HORIZONTL PROJ PROJECTION THKG THICKENING LDG UILDING DP DEEP HR HOUR PTD PINTED THRU THROUGH LKG LOCKING DWG DRWING HT HEIGHT P.L. PROPERTY LINE TJ TIE JOIST OT OTTOM E/F ECH FCE INSUL INSULTION R/W REINFORCED WITH T/O /W OTH WYS E/S ECH SIDE ID INSIDE DIMETER REINF REINFORCING TYP TYPICL RG ERING E/W ECH WY INT INTERIOR REQD REQUIRED U/S UNDERSIDE C.L. CENTERLINE EL ELEVTION LG LONG SCH SCHEDULE UNO UNLESS NOTED OTHERWISE C/W COMPLETE WITH ELEV ELEVTION LOC LOCTION SECT SECTION VERT VERTICL CNT CNTILEVER EQ EQUIVLENT MCH MCHINE ROOM SHTG SHETHING W/ WITH C.J. CONTROL JOINT EXT EXTERIOR MX MXIMUM SIM SIMILR WP WORK POINT COL COLUMN F/H FULL HEIGHT MFR MNUFCTURER SQFT SQURE FOOT W/R WSHROOM COMP COMPCTED F/O FCE OF MID MIDDLE SQM SQURE METER CONC CONCRETE FD FLOOR DRIN MIN MINIMUM STD STNDRD CONST CONSTRUCTION FND FOUNDTION NIC NOT IN CONTRCT STOR STORGE CONT CONTINUOUS FLR FLOOR NUMER STRL STRUCTURL ROCK LKE PROJECT DOMESTIC WSTEWTER TRETMENT LGOON

2 H # 00' 0' PROPOSED LGOON # H 90' 80' 870' H # QURTER SECTION LINE COLONY CREEK EXISTING LGOONS LEGL: SE -- W ' EXISTING UILDINGS LIFT STTION x8" CULVERT SITE PLN SCLE: " = 00' SITE DEVELOPMENT - GENERL SITE ITEM OX 0 GROSSE ISLE, M. SYMOL PROPERTY LINE INDICTES ORE HOLE LOCTION & NUMER ROCK LKE # H Dec. 0, DTE /0/ :7:6 PM INITIL DRWN DTE SCLE DOMESTIC WSTEWTER TRETMENT LGOON LEGL SE --W PROJECT NUMER: X'REF PTH(S) F:\\

3 ERTHWORK SPECIFICTIONS: EFFLUENT DISCHRGE SPECIFICTIONS: THE ERTHEN SIN IS TO E CONSTRUCTED UTILIZING IN-SITU SOILS. THE LINER IS TO E CONSTRUCTED UTILIZING IN-SITU CLY SOILS. EFFLUENT DISCHRGE TO E COMINTION OF GRVITY FLOW & PUMP OUT FLOW. LL TOPSOIL SHLL E STRIPPED FROM THE LGOON SITE INCLUDING THE ERM RES PRIOR TO PLCING NY FILL. THE REMOVED TOPSOIL SHOULD E STOCKPILED ND MY E USED ONLY FOR DRESSING ON THE OUTSIDE SLOPES OF THE LGOON. STONE RIP-RP TO E INSTLLED T DISCHRGE LOCTION IN DITCH LL OF THE SOILS FOR THE ERMS ND THE LINER SHLL E PLCED IN LYERS NO THICKER THN 6" ND ECH LIFT SHLL E COMPCTED WITH T LEST THREE () PSSES OF 0psi SHEEPSFOOT ROLLER. COMPCTION FEET SHLL E SPCED TO PROVIDE T LEST FOUR () FEET FOR ECH.7 FT~@ OF CYLINDRICL SURFCE RE. MTERIL SHLL E COMPCTED TO WITHIN 9% OF MXIMUM STNDRD PROCTOR DENSITY, T MOISTURE CONTENT ETWEEN 0.9 &. OPTIMUM. TO CHIEVE COMPCTION OF THE INTERIOR SURFCE, THE MOISTURE CONTENT OF THE CLY SHLL E MINTINED SUCH THT STIFF LL THT WILL NOT CRUMLE CN E FORMED IN THE HND. THE ROLLER SHLL E EQUIPPED WITH CLENING FINGERS TO PREVENT THE CCUMULTION OF MTERIL ETWEEN THE TMPERING FEET ND TO LLOW FULL PENETRTION OF THE FEET INTO THE LIFT EING COMPCTED. PPROX. 80' TOPSOIL, FROZEN SOIL ND ROCKS LRGER THN 6" SHLL NOT E INCLUDED IN THE FILL. PPROX. 8' FINL GRDING OF LL SURFCES IS REQUIRED TO PROVIDE SMOOTH, STLE STRUCTURE. ' THE INFLUENT LINE MUST E SELED WITH MINIMUM OF " THICK 'ENSEL', 'HOLE-PLUG' OR OTHER PPROVED ENTONITE SELNT ROUND ND LONG THE ENTIRE PIPE LENGTH THRU THE LINER. PROVIDE 8" HIGH FENCE ROUND LGOON SIN NCHOR CORNER ND STRETCH POSTS MUST E WOOD, UT LINE POSTS MY E WOOD OR STEEL. PRESSURE TRETED WOOD POSTS CCORDING TO CS STNDRD 080 RE RECOMMENDED -0" CORNER ND RCE POSTS TO E 6 INCH TOP DIMETER INCH DIMETER RCE RIL TO E NOTHCED ND SPIKED INTO TWO 9 (mm) RCE WIRE, TO TIGHTEN TWIST T TWO LOCTIONS STRT FENCING T CORNER POSTS 6 -STRND RED WIRE FENCING 8 INCHES HIGH 7 CORNER ND END POST NCHORS CROSS-OVER PIPE c/w VLVE. PROVIDE CONC. PD IN CELL # DIVIDER ERM '-0" LOWER THN PERIMETER ERM '-0" -0" -0" TO 0" '- 7' USE INCH TOP DIMETER PRESSURE TRETED WOOD POSTS OR COMMERCIL STEEL POSTS TOTL 7 FT POST LENGTH. 7' RED WIRE FENCING SPECIFICTIONS: 0' LL CONCRETE IS TO E MP IR ENTRINED CONCRETE. REINFORCING TO CONSIST OF 0M 8" o c b w. -0" LEGEND LL SPLSH PDS SHLL E CONSTRUCTED OF " REINFORCED CONCRETE. 0' CONCRETE SPECIFICTIONS:. 9' -0" 6' POSITION PIPE SO THT EFFLUENT DISCHRGES ONTO PD x SPLSH PD FOR INFLUENT PIPE 7-0" '-0" w/ PDLOCK 6 CCESS GTE SPECIFICTIONS: SWING GTE TO E STEEL, DOULE 7'-0" WIDE Y HEIGHT TO MTCH FENCE. LTCH FOR GTE TO E DROP STYLE WITH HSP FOR PDLOCK. 00' ' ' OWNER TO SPECIFY LOCTION OF GTE PRIOR TO INSTLLTION OF FENCE. RED WIRE FENCE - ELEVTION VIEW ROCK LKE OX 0 GROSSE ISLE, M. Dec. 0, DTE /0/ :7:9 PM INITIL DRWN DTE SCLE TRETMENT LGOON LEGL SE --W PROJECT NUMER: X'REF PTH(S) F:\\

4 TERMINTE PIPE 6' PST ERM WLL INTERIOR NK OF ERTHEN MNURE STORGE SIN PERIMETER ERM EL. 08'-" EXT. '-0" DESIGN CPCITY 6" LOWER THN ERM ' 8'-" ' (PPROX, VERIFY ON SITE) NOTE: FOR CLRITY, FENCE IN THIS VIEW IS NOT SHOWN PPROX 0' 6'-0 " EXISTING GRDE EFORE CUT & FILL -0" REMOLDED CLY LINER m ('-") THICK LL SIDES ND OTTOM EXCVTE " OF EXISTING GRDE THEN DD CKFILL (TYP.) " THK. REINFORCED CONCRETE SPLSH PD SECTION THRU PERIMETER ERM ' 0' '-" CELL # FLR. EL. 00.0' LGOON FLOOR 6'-9" COMMON ERM EL. 07.0' 8'-" 0' CROSS-OVER SPLSH PD DETIL " THK. REINFORCED CONCRETE SPLSH PD INFLUENT LINE FROM LIFT STTION CELL # FLR. EL. 00.0' CROSS-OVER PIPE c/w VLVE SECTION THRU COMMON ERM INFLUENT LINE PD DETIL SUPERVISORY NOTES: SIGNL WORD SFETY NOTES:. THIS DESIGN IS IN CONFORMNCE WITH DESIGN OJECTIVES STNDRD SEWGE LGOONS, PULISHED Y MNITO CONSERVTION.. CCESS TO DOMESTIC STORGE LGOON MUST E CONTROLLED TO INCLUDE ONLY THOSE RESPONSILE FOR THE OPERTION ND MINTENNCE OF THE LGOON.. VERIFY ISSUNCE ND CCURCY OF CONSTRUCTION PERMIT OR LICENSE PRIOR TO COMMENCEMENT OF WORK. CONFIRM COMPLINCE WITH LL STIPULTED CONDITIONS PPROPRITE TO THE EXECUTION OF THE WORK. - "DNGER"- WHITE LETTERING/RED CKGROUND - SFETY LERT SYMOL WHITE TRINGLE/RED EXCLMTION POINT - "DNGER" SHLL E SNS SERIF FONT IN UPPER CSE.. NOTIFY THE ENGINEER OF THE DTE ND TIME OF COMMENCEMENT OF THE WORK NOT LESS THN 8 HOURS PRIOR TO MOILIZTION. WORD MESSGE. THE PROVISION OF SITE INSPECTIONS ND THE ISSUNCE OF CERTIFICTE OF COMPLINCE Y DGH ENGINEERING LTD. SHLL NOT IN NY WY RELIEVE THE OWNER ND/OR THE CONTRCTOR OF THE LGOON FROM FULL RESPONSIILITY FOR CRRYING OUT OR HVING CRRIED OUT THE WORK IN CCORDNCE WITH THE PLNS ND SPECIFICTIONS SUPPLIED ND SELED Y DGH ENGINEERING LTD. ND WITH THE CONDITIONS OF THE LICENSE D Y MNITO CONSERVTION. LCK LETTERING ON WHITE CKGROUND OR WHITE LETTERING ON LCK CKGROUND. RRNGE WITH THE ENGINEER FOR N INSPECTION OF THE SITE WITHIN 8 HOURS OF COMMENCEMENT OF THE WORK TO VERIFY THT CONSTRUCTION METHODS ND SOIL CONDITIONS RE CONSISTENT WITH THE DESIGN ND THE PRELIMINRY SOIL INVESTIGTION. 6. CO-ORDINTE WITH THE ENGINEER TO SCHEDULE THE FREQUENCY ND TIMING OF INTERMEDITE SITE VISITS TO MONITOR PROGRESS, EVLUTE MTERILS ND CONDUCT TESTING. NOT LESS THN TWO INSPECTIONS FOR RECOMPCTED ERTH LINERS RE REQUIRED. FONT SHLL E SNS SERIF ORDER 7. DVISE THE ENGINEER OF THE COMPLETION OF ERTHWORKS ND SCHEDULE SITE INSPECTION WHICH IS TO E COMPLETED PRIOR TO DEMOILIZTION. 8. FINL INSPECTION MUST E COMPLETED Y THE ENGINEER FTER LL WORK ND EQUIPMENT INSTLLTIONS RE COMPLETE. THE ENGINEER MUST LETTER OF CERTIFICTION PRIOR TO THE LGOON EING SET INTO USE. WHITE OR LCK OR RED. "NO TRESSPSSING" SIGN, PICTURED OVE, SHOULD E PLCED ROUND THE PERIMETER, WRNING VISITORS TO STY WY.. THE CCESS GTE SHOULD E LOCKED T LL TIMES TO PREVENT ENTRY. GTE VLVE SPECIFICTION:. PROVIDE "WW C09" GTE VLVE WITH JOINTS COMPTILE TO PIPING TYPE TO E USED ON SITE. VLVE TO SIT ON "x"x6" CONCRETE LOCK FOR SUPPORT.. CONNECT TO VLVE MIN. "x" EXTENTION SPINDLE HOUSED IN PVC VLVE OX (PROTECT GINST LTERL MOVEMENT DURING CKFILLING). LENGTH TO SUIT DEPTH OF PIPELINE. T TOP (PPROX. " ELOW GRDE), PROVIDE "x" OPERTING NUT ND STONE DISK.. PROVIDE T GRDE 6." I.D. DUCTILE IRON UPPER SECTION, MIN. LENGTH 7" c/w 7.7" DI. x." THK. DUCTILE IRON COVER WITH "S" ENSCRIED ON COVER TOP. SET COVER T GRDE LEVEL. SFETY SIGNGE DETIL ROCK LKE OX 0 GROSSE ISLE, M. Dec. 0, DTE /0/ :7: PM INITIL DRWN DTE SCLE TRETMENT LGOON LEGL SE --W PROJECT NUMER: X'REF PTH(S) F:\\

5 VLVE STEM EXISTING NTURL GRDE NK OF COLONY CREEK INSIDE WLL OF LGOON ' SLOPE PIPE % ' 6" SLOPE PIPE % NOTE: (T PIPE INLET, LGOON SIDE) MIN. " THK. "ENSEL", "HOLE-PLUG" OR OTHER PPROVED ENTONITE SELNT ROUND PIPE FOR MIN. ' LONG 8'-0" LND PROFILE - EFFLUENT PIPE LINE LGOON ERM ' ' ' STONE RIP-RP 6" & UP STONE RIP-RP 6" & UP PVC DISCHRGE PIPE LINE PVC DISCHRGE PIPE LINE ' END OF PIPE TO E SCREENED TO PREVENT ENTRY Y WILDLIFE RIVERED LGOON FLOOR 6' SECTION "" 8' 8' SECTION "" ROCK LKE OX 0 GROSSE ISLE, M. Dec. 0, DTE /0/ :7: PM INITIL DRWN DTE SCLE TRETMENT LGOON LEGL SE --W PROJECT NUMER: X'REF PTH(S) F:\\