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Northwest Energy - PRELIMINARY COMMENTSC0.00 GENERAL CIVIL INFORMATION INDEX OF DRAWINGS SHEET #SHEET TITLE ABBREVIATIONS C0.10 EXISTING SITE SURVEY C1.10 SITE PLAN C1.30 SITE GRADING PLAN GENERAL NOTES A AHJ AGENCY HAVING JURISDICTION B BLDG BUILDING BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION C CATV CABLE TV COS CERTIFICATE OF SURVEY CJ CONSTRUCTION JOINT D DTL DETAIL DIA DIAMETER DIM DIMENSION DIV DIVISION DWG DRAWING E E EAST EA EDGE OF ASPHALT ELEC ELECTRIC ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST EXISTING F FO FIBER OPTIC G G GAS H HT HEIGHT HORIZ HORIZONTAL HR HOUR I IBC INTERNATIONAL BUILDING CODE M MAX MAXIMUM MIN MINIMUM MPWSS MT PUBLIC WORKS STANDARD SPECIFICATIONS N N NORTH NIC NOT IN CONTRACT NTS NOT TO SCALE O OPP OPPOSITE OHP OVERHEAD POWER P PVI POINT OF VERTICAL INTERSECTION PROP PROPERTY R REF REFERENCE REQ'D REQUIRED REV REVISION ROW RIGHT-OF-WAY S SCH SCHEDULE SIM SIMILAR S SOUTH SPEC SPECIFICATION STD STANDARD T TYP TYPICAL TBC TOP BACK OF CURB U UP UNDERGROUND POWER UT UNDERGROUND TELEPHONE UNO UNLESS NOTED OTHERWISE V VERT VERTICAL W w/WITH C1.20 SITE UTILITY PLAN C2.00 GENERAL NOTES AND DETAILS LEGEND X X X UP TELEPHONE PEDESTAL FENCE UNDERGROUND POWER TRAFFIC SIGN UTILITY POLE WATER GATE VALVE W WATER MAIN TREE LINE UT UNDERGROUND TELEPHONE DECIDUOUS TREE OHP OVERHEAD POWER SD STORM DRAIN SS SANITARY SEWER MAIN 3031.40 3040.38(e) SEWER MANHOLE CATCH BASIN FIRE HYDRANT CAP WITH THRUST BLOCK STORM MANHOLE EXISTING CONTOUR EXISTING SPOT GRADE DESIGN SPOT GRADE TRANSFORMER TBC DESIGN SPOT GRADE(3031.90) DESIGN CONTOUR WATER METER PIT ELECTRICAL JUNCTION BOX M (SD)(SD)EXISTING STORM DRAIN (SS)(SS)EXISTING SANITARY SEWER (UT)(UT)EXISTING UNDERGROUND PHONE (W)(W)EXISTING WATER (UP)EXISTING UNDERGROUND POWER (G)(G)EXISTING GAS (FO)EXISTING FIBER OPTIC WATER CURB STOP THRUST BLOCK WATER TEE IRR IRRIGATION VALVE BOX FROST FREE YARD HYDRANTYHD 3030 3025 EXISTING BUILDING EXISTING ASPHALT EXISTING SIDEWALK (OHP)EXISTING OVERHEAD POWER EXISTING PROPERTY LINE DRAINAGE SWALE PROPOSED ASPHALT PROPOSED BUILDING PROPOSED SIDEWALK STANDARD CURB AND GUTTER TOP OF POND SPILL CURB AND GUTTER PROPOSED PROPERTY LINE DRIVE OVER CURB AND GUTTER CURB INLET STORM DRAIN DRYWELL TV TV UNDERGROUND CABLE G G GAS MAIN fdc FIRE DEPARTMENT CONNECTION SS co CLEAN OUT PIPE CAP SD DW CB LIGHT POLE T E C J CABLE PEDESTAL ELECTRICAL PEDESTAL (TV)(TV)EXISTING UNDERGROUND CABLE FO FO UNDERGROUND FIBER OPTIC EXISTING LIGHT POLE 1.ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS. THE GENERAL CONTRACTOR IS TO HAVE A FULL TIME QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. 2.ALL MATERIAL SPECIFIED IS TO BE NEW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. GENERAL CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS, WITHOUT ENGINEER'S APPROVAL, ARE AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THE WORK BEING DONE OVER AT CONTRACTOR'S EXPENSE (MATERIALS AND LABOR). 3.CONTRACTOR TO REVIEW AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ANY CONDITIONS NOT INDICATED ON CONTRACT DOCUMENTS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO BEGINNING WORK. 4.THE CONTRACTOR SHALL REMOVE ALL DEBRIS AS A RESULT OF THIS PROJECT. 5.THE CONTRACTOR SHALL SCHEDULE HIS WORK AND MATERIAL AND EQUIPMENT DELIVERIES SO AS NOT TO INTERFERE WITH THE DAILY VEHICLE TRAFFIC. 6.THE CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, FACILITIES, EQUIPMENT, FIXTURES, ETC. FROM DAMAGE DURING THE COURSE OF CONSTRUCTION. 7.ALL SURFACES AND/OR FINISHES DAMAGED AS A RESULT OF, AND ADJACENT TO THE WORK, SHALL BE REPAIRED AND FINISHED TO EQUAL OR BETTER THAN ORIGINAL CONDITION. 8.ALL ITEMS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY PERSONS SKILLED IN THEIR RESPECTIVE TRADE AND WHO NORMALLY PARTICIPATE IN THE WORK OF THAT TRADE. 9.THE ENGINEER SHALL BE IN THE FIRST INSTANCE THE SOLE INTERPRETER OF THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO THEIR MEANING OR INTENT. 10.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND PROCEDURES. CONTRACTOR SHALL COORDINATE WORK WITH OWNER TO ALLOW FOR CONTINUED OPERATION OF THE EXISTING FACILITY WHERE APPLICABLE. 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY AND TRAFFIC CONTROL DURING CONSTRUCTION. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMITS INCLUDING, BUT NOT LIMITED TO, SWPPP. 13.ALL WORK IS TO BE COMPLETED PER THE CURRENT EDITION OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) AND CURRENT CITY OF KALISPELL DESIGN CODE. C1.11 VEHICLE TRACKING PLAN C4.00 C5.00 SEWER PLAN AND PROFILE STORM PLAN AND PROFILE C2.01 GENERAL NOTES AND DETAILS C0.20 SITE DEMO PLAN C2.02 GENERAL NOTES AND DETAILS C5.01 STORM PLAN AND PROFILE C1.40 SITE LANDSCAPING PLAN C1.41 LANDSCAPING LEGEND, NOTES, AND DETAILS C2.03 GENERAL NOTES AND DETAILS C5.02 STORM PLAN AND PROFILE LATEST REVISION 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 08/31/21 SITE IRRIGATION PLAN C1.42 08/31/21 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 0 . 0 0 . d w g FOR PERMIT C0.0019 0 8 0 5 06/03/2021 SLDEMS GENERAL CIVIL INFORMATION KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y PUBLIC WORKS COMMENTS 08/31/211 BASIS OF SURVEY: BROUGHT TO MONTANA STATE PLANE BY ALIGNING SURVEYED SEWER MANHOLES IN MERIDIAN ROAD WITH KALISPELL UTILITY MAP. BASIS OF ELEVATION: STORM SEWER MANHOLE LOCATED IN THE CENTER OF MERIDIAN ROAD, NEAR TO THE NORTHWEST OF THE EXISTING BUILDING. ELEVATION = 2982.50' PER CITY OF KALISPELL UTILITY MAP PROPERTY INFORMATION LOT 1 OF MONTANA POWER ADDITION NO. 139 LOCATED IN SE 1/4 NE1/4 SECTION 12, TOWNSHIP 28N, RANGE 22 W., P.M.M. PHYSICAL ADDRESS: 890 N. MERIDIAN RD. KALISPELL, MT 59901 UTILITY NOTES: UNDERGROUND CABLE, GAS, AND ELECTRIC UTILITIES WERE SURVEYED BASED ON UTILITY MARKINGS PROVIDED BY OTHERS. PRICATE UTILITIES WERE NOT MARKED. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING UTILITIES THAT ARE NOT SHOWN HEREIN. DATE OF FIELD SURVEY: MAY 19, 2020 MAY 5, 2021 CC T T SD SD SS SS C GM EM GM SS SS 2 9 8 0 2 9 8 1 29 8 1 29 7 7 29 7 6 29 7 5 29 7 6 29 7 7 29 7 8 29 7 7 29 7 6 2981 2982 29 8 1 M E R I D I A N R O A D 60 ' C I T Y S T R E E T G L E N W O O D D R I V E EM 29 7 9 2 9 7 9 2 9 7 9 29 7 8 2 9 7 9 2980 EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D 29 7 9 29 7 8 29 7 7 2980 29 8 1 2980 2980 EXISTING STORAGE ±1,800 SF EXISTING SHOP AREA ±11,150 SF EXISTING OFFICE AREA ±3,700 SF REPEATER TOWER PAD GENERATOR PAD BASIS OF ELEVATION RIM ELEVATION =2982.50 FLAG POLE ADA PARKING SIGNS NO PARKING SIGN MONUMENT SIGN STOCKPILE AREA KNOX BOX MECHANICAL PAD XSSMH-01 XSSMH-02 8" P V C S E W E R 15 " C L A Y S E W E R 36 " R C P S T O R M 12" PVC STORM 18 " R C P ST O R M 12" PVC STORM 8" P V C W A T E R 12 " P V C W A T E R 61 1 3 5 8 9 63 IE OUT (CLOGGED) = 2975.88' IE OUT (CLOGGED) = 2975.21' 6" PVC WATER 8" P V C W A T E R N86°45'20"W 570.21 S86°45'20"E 558.81 N1 4 ° 2 4 ' 3 0 " E 50 . 9 6 N3 ° 0 5 ' 3 0 " E 17 0 . 5 0 S86°45'20"E 30.00 S86°45'20"E 19.92 N3 ° 0 5 ' 3 0 " E 22 0 . 5 0 EXISTING LANDSCAPE ROCK EXISTING GRAVEL YARD XCI-01 XCI-02 XCI-03 XCI-04 S2 ° 4 3 ' 4 0 " W 22 0 . 5 0 POINT COORDINATE TABLE POINT 1 3 5 8 9 61 63 NORTHING 1479051.63 1479177.02 1479196.17 1478998.32 1479107.85 1479221.42 1478998.88 EASTING 791424.46 791425.60 791565.71 791287.65 791244.85 791199.51 791227.49 ELEVATION 2979.59 2979.83 2980.59 2978.84 2979.29 2979.70 2976.35 DESCRIPTION SPIKE NAIL NAIL SPIKE SPIKE 5/8 9525 LS 5/8 Burton 5428S SEWER STRUCTURE TABLESTORM STRUCTURE TABLE XCI-01 RIM:2978.66' E IE OUT: 2975.61' (CLOGGED) XCI-02 RIM: 2978.73' W IE IN: 2975.48' (CLOGGED) S IE OUT: 2975.48' (CLOGGED) XCI-03 RIM: 2977.20' W IE OUT: 2975.55' (CLOGGED) XCI-04 RIM: 2977.13' W IE IN: 2975.43' (CLOGGED) SE IE OUT: 2975.33' (CLOGGED) XSSMH-01 RIM:2977.46' W IE IN: UNKNOWN S IE OUT: 2971.73' XSSMH-02 RIM:2976.43' N IE IN: 2970.73' S IE OUT: NOT MEASURED DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 0 . 1 0 . d w g FOR PERMIT C0.1019 0 8 0 5 06/03/2021 SLDMLB EXISTING SITE SURVEY KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y EXISTING SITE SURVEY11" = 30'5-5 10 20 SCALE: 1" = 0 30' 1 1 PUBLIC WORKS COMMENTS 08/31/211 C C GM EM GM SS 2 9 8 0 2 9 8 1 29 8 1 29 7 7 29 7 6 29 7 5 29 7 6 29 7 7 29 7 8 29 7 7 29 7 6 2981 2982 G L E N W O O D D R I V E EM STOCKPILE AREA XSSMH-01 8" P V C S E W E R 12" PVC STORM 18 " R C P S T O R M 12" PVC STORM 8" P V C W A T E R IE OUT (CLOGGED) = 2975.88' IE OUT (CLOGGED) = 2975.21' 29 7 9 2 9 7 9 2 9 7 9 29 7 8 2 9 7 9 2980 EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D XCI-01 XCI-02 XSSMH-01 XCI-03 XCI-04 29 7 9 29 7 8 29 7 7 2980 2980 2980 1 4 4 3 3 3 2 EXISTING STORAGE ~1,800 SFT TOWER EXISTING SHOP AREA ~11,150 SFT EXISTING OFFICE AREA ~3,700 SFT 1 5 1 1 2 2 / / / / / / / 6 4 1 2 2 2 NEW BUILDING ADDITION SHOWN FOR REFERENCE 2 1 /// / / 9 10 ///////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// #DEMO NOTES: 1.NEATLY SAWCUT, REMOVE, AND PROPERLY DISPOSE OF EXISTING ASPHALT. 2.NEATLY SAWCUT, REMOVE, AND PROPERLY DISPOSE OF EXISTING CONCRETE. 3.EXISTING GAS LINE TO BE RELOCATED PER C1.20. RE-USE EXISTING IF IN GOOD CONDITION. 4.REMOVE AND RELOCATE FENCE PER C1.10. 5.MOVE EXISTING SHEDS, COORDINATE LOCATION WITH OWNER. 6.RELOCATE STOCK PILES AS NEEDED TO ALLOW FOR SITE IMPROVEMENTS. 7.GRAVEL TO BE REMOVED AND STOCKPILED FOR RE-USE. 8.NEATLY CUT SOD FOR NEW SERVICE TRENCHING AND SET ASIDE FOR RE-USE. CONTRACTOR TO REPLACE SOD IF NOT KEPT IN GOOD CONDITION. 9.EXISTING STORM PIPE TO BE REMOVED. CONTRACTOR TO GROUT EAST KNOCK-OUT. 10.CONTRACTOR TO VERIFY CONDITION OF STORM STRUCTURE XCI-04. REPLACE STRUCTURE IF IN POOR CONDITION. ASPHALT REMOVAL CONCRETE REMOVAL CURB REMOVAL UTILITY/FENCE REMOVAL/// C C T T SD C EM GM 2981 2982 M E R I D I A N R O A D 6 0 ' C I T Y S T R E E T 1 5 " C L A Y S E W E R 3 6 " R C P S T O R M 12 " P V C W A T E R EXISTING OFFICE AND SHOP FF: 2982.52 ' EXISTING SHOP AREA ~11,150 SFT EXISTING OFFICE AREA ~3,700 SFT 2 2 1 2 1 88 1 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 0 . 2 0 . d w g FOR PERMIT C0.2019 0 8 0 5 06/03/2021 SLDEMS SITE DEMO PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y WEST SITE DEMO PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' EAST SITE DEMO PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 1 1 PUBLIC WORKS COMMENTS 08/31/211 1 C C GM EM GM SS 2 9 8 0 2 9 8 1 29 8 1 29 7 7 29 7 6 29 7 5 29 7 6 29 7 7 29 7 8 29 7 7 29 7 6 2981 2982 G L E N W O O D D R I V E EM 29 7 9 2 9 7 9 2 9 7 9 29 7 8 2 9 7 9 2980 EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D 29 7 9 29 7 8 29 7 7 2980 2980 2980 X X X X X X X X X X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' 9.73' 20 . 0 0 ' 5. 0 0 ' 24 . 8 6 ' 24 . 9 7 ' 5.00' 21 . 8 5 ' 5.00' 5.00' 9.00' 5.00' 5. 0 0 ' 5. 0 0 ' 12 8 7 5 6 4 4 5 1 6 6 8 7 7 9 3 6 1 10 8 4 8 7 2 2 2 9 3 C2.00 8 12 N3 ° 0 5 ' 3 0 " E 30 . 7 6 N1 4 ° 2 4 ' 3 0 " E 50 . 9 6 S86°45'20"E 12.07 S1 8 ° 2 3 ' 1 0 " W 83 . 6 6 LOT SUMMARY: B-1 - NEIGHBORHOOD BUSINESS MINIMUM YARD SETBACKS: FRONT-15FT SIDE-5FT REAR-10FT PARKING SUMMARY: PARKING REQUIRED - 20 STALLS 1 STALLS PER 1000 SF = 19,281 SF / 1000 SF = 19.28 SPACES EXISTING PARKING - 32 STALLS ADA REQUIRED - 2 STALLS ADA PROVIDED - 2 STALLS INTERIOR LANDSCAPING IS NOT ADDRESSED BY THIS PROJECT. ALL PARKING IS EXISTING AND IS NOT BEING ALTERED IN THIS BUILDING ADDITION PROJECT. KEYNOTES: 1.NEW PAVEMENT SECTION PER DTL. 1/C2.00. 2.FUTURE ASPHALT, SECTION PER DTL. 1/C2.00. 3.BACKFILL AND PATCH ASPHALT TO MATCH EXISTING ROAD SECTION. A GEOTECHNICAL ENGINEER SHOULD BE OBTAINED TO REVIEW AND APPROVE SUBBASE CONDITIONS AND COMPACTION OF CRUSHED BASE PRIOR TO PAVING. 4.NEW 6' CHAIN LINK FENCE PER DTL 6/C2.00. PROVIDE SLATS FOR SCREENING. 5.NEW 6' CHAIN LINK GATE PROVIDED BY OWNER. COORDINATE WITH EMERGENCY SERVICES FOR EMERGENCY ACCESS. 6.NEW BOLLARD PER DTL 7/C2.00. 7.CONCRETE APRON PER DTL. 4/C2.00. 8.SIDEWALK PER DTL. 5/C2.00. 9.NEW CURB AND GUTTER PER DTL. 3/C2.00. 10.ADA PARKING SYMBOL STRIPING PER DTL. 2/C2.00. 11.INFILL LANDSCAPING ROCK AND REPAIR EDGING AS NEEDED. 12.BOUNDARY LINE ADJUSTMENT TO DEDICATE THE NEW SIDEWALK AND BOULEVARD TO THE GLENWOOD RIGHT-OF-WAY. GENERAL NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR RE-SEEDING AND REPAIRING ALL DISTURBED AREAS. TOPSOIL AND SEED TO MATCH EXISTING. 2.ALL LAWN AREAS DISTURBED TO BE REPLACED WITH SOD IF EXISTING IS UNUSABLE. SOD TO MATCH EXISTING. 3.MISSING OR DAMAGED SLATS ON EXISTING FENCING TO BE REPLACED FOR SCREENING. # LEGEND: PROPOSED PAVEMENT FUTURE PAVEMENT EXISTING BOUNDARY LINE BOUNDARY LINE BEING REMOVED NEW BOUNDARY LINE C C T T SD C EM GM 2981 2982 M E R I D I A N R O A D 6 0 ' C I T Y S T R E E T EXISTING OFFICE AND SHOP FF: 2982.52 ' X X X X X 8 11 8 9 3 8 9 3 1 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 1 0 . d w g FOR PERMIT C1.1019 0 8 0 5 06/03/2021 SLDEMS SITE PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y WEST SITE PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' EAST SITE PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 1 PUBLIC WORKS COMMENTS 08/31/211 1 1 1 CC T T SS C GM EM GM 2 9 8 0 2 9 8 1 29 8 1 29 7 7 29 7 6 29 7 5 29 7 6 29 7 7 29 7 8 29 7 7 29 7 6 2981 2982 29 8 1 G L E N W O O D D R I V E EM 29 7 9 2 9 7 9 2 9 7 9 29 7 8 2 9 7 9 2980 EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D 29 7 9 29 7 8 2980 2980 2980 X X X X X X X X X X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' Oil Tanker 33 . 0 2 ' 51 . 7 2 ' 14.50'7.35' 14.50'28.50' 28.50' 7.12' 10 0 . 6 7 ' 75 . 7 9 ' 44 . 0 1 ' GENERAL NOTES: AN OIL TANKER TEMPLATE VEHICLE WAS USED AS A CONSERVATIVE DESIGN VEHICLE FOR ANALYZING THE TURN PATH OF THE NWE-OWNED TRUCK ND TRAILER. THIS IS A READILY AVAILABLE TEMPLATE WITHIN THE AUTOCAD VEHICLE TRACKING ANALYSIS ADD-ON PROGRAM. TRUCK AND TRAILER WILL BE ABLE TO MANEUVER FROM THE SOUTH TO THE NORTH, HOWEVER, DUE TO TRAILER SWEEP, IT WILL NOT BE ABLE TO DRIVE FROM THE NORTH TO SOUTH WHILE STAYING ON THE ASPHALT. WE RECOMMEND DIMENSIONS OF THE TURN PATH BE LAID IN AN OPEN SPACE USING CONES AND A TRIAL DRIVE BE PERFORMED. JACKOLA CAN ASSIST IN THIS PROCESS IF NECESSARY. VEHICLE TRACKING PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 1 1 . d w g FOR PERMIT C1.1119 0 8 0 5 06/03/2021 SLDEMS VEHICLE TRACKING PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y C C GM EM GM SS 2 9 8 0 2 9 8 1 29 8 1 29 7 7 29 7 6 29 7 5 29 7 6 29 7 7 29 7 8 29 7 7 29 7 6 2981 2982 G L E N W O O D D R I V E EM 29 7 9 2 9 7 9 2 9 7 9 29 7 8 2 9 7 9 2980 EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D 29 7 9 29 7 8 29 7 7 2980 2980 2980 X X X X X X X X X X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' G G G G G G G G G G G co co UP co co W W W W W SS SS SS SS SS SS SS SD CB SD CB SD CB SD SD SD SD SD SD S D SDSDSD S D S D S D S D S D S D S D SDSD SD SD SD SD SD SD SD SD SD S D S D S D SDSDSD SD SD SD SD SD SD SD SD SS SS UPUPUPUPUP UPUPUPUPUP UPUPUPUPUP IR R IR R IR R CB SD SD SD SD SD SD SD SD SD SD IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR 7 7 7 2 6 6 9 8 6 1 7 10 15 13 13 13 11 6" STORM 6 " S T O R M CB-02 8" STORM CB-01 1 0 " S T O R M 6" STO R M CB-0312" STORM CDS-0112" STORM RISER-02200 LF 36" CMP UNDERGROUND D E T E N T I O N RISER-01 SKIMMER-01 8" STORM 1 8 " S T O R M SDMH-03 18 " S T O R M SDMH-02 18 " S T O R M SDMH-01 18 " S T O R M 4" STORM 6" STORM 4" STORM 4" SEWER 4" SEWER 4" S E W E R 4" SEWER 11 11 5. 0 0 ' 14 C2.01 1 C2.01 1 C2.01 1 C2.00 10 C2.00 10 RISER-03 C2.01 1 12 4" STORM 4" S T O R M 9 4" S T O R M 16 16 11 CB-04 16 C C T T SD C EM GM 2981 2982 M E R I D I A N R O A D 6 0 ' C I T Y S T R E E T EXISTING OFFICE AND SHOP FF: 2982.52 ' X X X X X UP W W W W W W W SD SD IRRIRRIRRIRRIRRIRRIRRIRRIRR 3 4 5 4" STORM C2.01 1 4" STORM 4" S T O R M 16 #KEYNOTES: 1.1" PVC UNDERGROUND POWER CONDUIT AND 3/4" COMMUNICATIONS CONDUIT TO AUTOMATIC GATE OPENER, COORDINATE WITH ELECTRICAL. 2.RELOCATED GAS SERVICE BY OWNER. 3.4" PVC FIRE SERVICE TO BUILDING. TRANSITION TO DUCTILE IRON 5' FROM FOUNDATION. 4.WATER GATE VALVE PER DTL. 6/C2.01. 5.4" FIRE SERVICE TAP PER DTL. 5/C2.01. CITY TO TAP WATER MAIN IN MERIDIAN ROAD, CONTRACTOR RESPONSIBLE FOR MDT ENCROACHMENT PERMIT. 6.NEW 4" SANITARY SEWER DRAIN. CONNECT INTO OIL/SAND SEPARATOR LOCATED INSIDE BUILDING. COORDINATE WITH PLUMBING. 7.SANITARY SEWER CLEAN-OUT PER DTL. 11/C2.01. 8.SEWER TAP PER DTL. 10/C2.01. 9.6" ROOF DRAIN DISCHARGED TO UNDERGROUND STORMWATER CHAMBER SYSTEM FOR STORAGE. 10.UNDERGROUND DETENTION SYSTEM PER DTL. 3/C2.02. 11.30" STORM CATCH BASIN PER DTL. 10/C2.02. 12.STORM SKIMMER STRUCTURE PER DTL. 7/C2.02. 13.NEW STORM MANHOLE PER DTL. 9/C2.02. 14.NEW CDS UNIT PER DTL. 6/C2.02. 15.(3) 2" CONDUITS, COORDINATE WITH OWNER. 16.3" SCH 40 PVC IRRIGATION SLEEVE WITH 12" MINIMUM BURY. STORM STRUCTURE TABLE MANHOLE CB-01 CB-02 CB-03 CB-04 CDS-01 RISER-01 RISER-02 RISER-03 SDMH-01 SDMH-02 SDMH-03 SKIMMER-01 RIM ELEV. RIM = 2977.68 RIM = 2979.69 RIM = 2977.53 RIM = 2979.48 RIM = 2978.05 RIM = 2978.87 RIM = 2978.72 RIM = 2978.77 RIM = 2978.33 RIM = 2977.49 RIM = 2976.97 RIM = 2978.52 INLET 8" PVC 2975.94' 6" PVC 2978.15' 6" PVC 2975.56' 10" PVC 2975.21' 8" PVC 2977.60' 12" PVC 2975.08' 12" PVC 2974.79' 36" 2974.69' 36" 2974.69' 18" REINFORCED CONCRETE PIPE 2975.26' 18" PVC 2974.45' 12" PVC 2975.47' 12" PVC 2975.45' 8" PVC 2974.35' 18" PVC 2974.22' 8" PVC 2974.69' OUTLET 10" PVC 2975.77' 8" PVC 2977.97' 12" PVC 2975.11' 8" PVC 2977.50' 12" PVC 2974.91' 36" 2974.69' 36" 2974.69' 8" PVC 2974.69' 18" PVC 2974.54' 18" PVC 2974.35' 18" PVC 2974.12' 8" PVC 2974.59' DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 2 0 . d w g FOR PERMIT C1.2019 0 8 0 5 06/03/2021 SLDEMS SITE UTILITY PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y WEST SITE UTILITY PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' EAST SITE UTILITY PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 1 1 1 PUBLIC WORKS COMMENTS 08/31/211 1 LEGEND: EXISTING SPOT GRADE DESIGN SPOT GRADE DESIGN TBC SPOT GRADE SLOPE ARROW 3025.47(e) 3026.15 (3026.65) EM SS G L E N W O O D D R I V E EM TOWER ST O R A G E S H E D X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' co co co co SD CB SD CB SD CB SD SD CB 2980 2979 . 5 9 ( e ) 298 0 . 3 4 ( e ) 2982 . 1 1 ( e ) 2982 . 3 6 ( e ) 2 9 8 2 . 4 2 29 8 2 . 4 2 29 8 2 . 3 2 2 9 7 9 . 7 7 ( e ) 298 2 . 4 2 2982.42 2 9 8 2 . 2 3 29 8 0 . 8 6 ( e ) 2 9 8 2 . 3 2 2982 . 3 2 2 9 8 2 . 4 2 29 8 2 . 4 2 2 9 8 2 . 2 8 298 2 . 2 8 298 2 . 4 2 298 2 . 4 2 2977.432977.33 2978.31 2 9 7 8 . 4 3 2 9 7 8 . 5 4 2 9 7 8 . 4 5 2978 . 8 6 2 9 7 9 . 4 8 2979.40 2978. 7 0 29 7 8 . 1 6 2 9 7 8 . 3 3 2978.21 29 7 6 29 7 7 29 7 8 29 7 9 29 7 5 29 7 6 29 7 7 29 7 7 2 9 7 9 2 9 7 9 2980 2981 29 8 2 2982 2981 2980 29 7 8 MATCH EXISTING GRADES AT CURB AND ASPHALT PATCH 2 9 7 8 . 4 4 2979.902979.80 29 7 9 . 9 0 297 9 . 8 0 29 8 0 2978 297 9 29 8 1 29 8 2 29 8 0 297 8 2 9 7 9 298 1 2982 2980 2981 2982 29 7 9 . 6 3 2979.99 29 7 9 . 7 2 ( e ) 29 7 9 . 1 5 ( e ) 2 9 8 2 . 3 2 298 2 . 3 2 298 2 . 3 2 298 2 . 3 2 29 7 9 . 7 9 297 8 . 7 3 297 8 . 9 6 29 7 9 . 8 0 29 7 9 . 9 0 29 7 9 . 0 2 29 7 7 . 5 3 297 8 . 9 0 297 8 . 9 8 298 1 . 4 1 29 8 1 . 7 0 29 8 1 . 2 2 29 8 1 . 1 2 29 8 0 . 2 4 29 7 9 . 6 9 297 9 . 4 8 29 7 9 . 8 0 297 9 . 1 8 29 7 9 . 8 2 ( e ) 297 9 . 8 4 ( e ) 2 9 7 9 . 5 7 ( e ) 2 9 7 9 . 9 3 ( e ) 2 9 7 9 . 6 9 ( e ) 297 9 . 7 4 ( e ) 298 0 . 0 6 ( e ) 2 9 8 2 . 4 2 -0.01% 45.04' -2.39% 45.04' -2 . 0 6 % 51 . 8 2 ' -5 . 0 4 % 41 . 8 8 ' -4 . 1 7 % 51 . 7 4 ' -3.00% 49.96' -1 . 1 0 % 21 . 4 4 ' -1.95% 61.39'-2.00% 72.55' -3.00% 24.00' -3.00% 72.56' -6 . 9 5 % 21 . 4 4 ' 0. 3 8 % 21 . 4 3 ' -2.00% 36.66' -0 . 7 0 % 41 . 8 8 ' -4 . 6 8 % 51 . 8 3 ' -2.35% 37.32' 2979.0 0 ( e ) 29 7 8 . 3 0 ( e ) 0. 4 2 % 42 . 6 8 ' -2 . 0 0 % 12 . 9 4 ' -6 . 5 3 % 25 . 0 6 ' -5.00% 24.00' -0 . 7 8 % 12 . 8 6 ' -0 . 9 4 % 50 . 9 3 ' -8 . 3 0 % 25 . 0 5 ' -1 . 2 1 % 12 . 9 4 ' 297 9 . 8 2 ( e ) 2 9 8 0 . 0 4 ( e ) 29 7 9 . 9 0 ( e ) -0.53% 46.64' -5 . 5 6 % 42 . 7 1 ' -4.22% 37.42' -6 . 7 4 % 10 . 6 7 ' -2.98% 48.61' 2979 . 1 0 ( e ) -3.00% 61.38' 2 9 7 9 . 5 2 2979 . 8 7 ( e ) 2 9 7 8 . 5 3 2 9 7 7 . 6 8 2 9 8 0 . 1 1 ( e ) -1 . 5 7 % 37 . 7 8 ' -2.61% 47.98' -2.10 % VALLE Y 9 9 . 4 1 ' -1.50% 23.83' -1.55% 35.76' -3.15% 24.00' -4.23% 24.00' 298 0 . 0 4 ( e ) 2 9 7 9 . 5 0 297 9 . 5 0 29 8 2 . 4 2 -5.00% 24.00' 2977.45 29 7 7 . 5 4 2 9 7 7 . 6 8 2977.85 2 9 7 7 . 5 5 2977.6 4 2977.78 2 9 7 7 . 9 5 MATCH EXISTING GRADES AT CURB AND ASPHALT PATCH 2 9 7 8 . 3 8 29 7 8 . 0 7 297 8 . 9 1 2978. 6 3 (2978.57) ( 2 9 7 8 . 1 9 ) (2978.39) ( 2 9 7 8 . 9 5 ) (297 9 . 4 1 ) (29 7 8 . 8 9 ) (297 9 . 1 3 ) (29 7 8 . 7 5 ) 2 9 7 9 . 8 8 ( e ) 2 9 7 8 . 4 2 ( e ) 2 9 7 8 . 4 8 ( e ) 2 9 7 8 . 3 9 ( e ) 2 9 7 8 . 4 1 ( e ) MATCH EXIST. MATCH EXIST. GRADES AT BUILDING AND CONCRETE PADS 29 7 9 29 7 8 2 9 7 8 0. 0 0 % 17 . 5 1 ' 2 9 7 8 . 5 2 MATC H E X I S T . MAT C H E X I S T . MATCH EXIST. MATCH EXISTING GRADES AT CURB AND ASPHALT PATCH MATCH EXIST. TBC GRADES T T SD C M E R I D I A N R O A D 60 ' C I T Y S T R E E T EXISTING OFFICE AND SHOP 29 8 1 MATCH EXISTING GRADES AT ASPHALT, SIDEWALK, AND CURB PATCH MATCH EXISTING GRADES AT CONCRETE PATCH MATCH EXISTING GRADES AT LANDSCAPE ROCK AND LANDSCAPE EDGING MATCH EXISTING GRADES AT ASPHALT, SIDEWALK, AND CURB PATCH G L E N W O O D D R I V E X X X X X X X SD 2 9 7 8 . 5 4 2 9 7 8 . 4 5 2978 . 8 6 2 9 7 9 . 4 8 2 9 7 9 . 4 0 2978. 7 0 29 7 8 . 1 6 2978.33 29 7 8 2 9 7 8 . 4 4 2979.0 0 ( e ) 2979 . 1 0 ( e ) 2 9 7 8 . 3 8 29 7 8 . 0 7 297 8 . 9 1 2978. 6 3 (2978.57) ( 2 9 7 8 . 1 9 ) (2978.39) (2978.95) (29 7 9 . 4 1 ) (297 8 . 8 9 ) (29 7 9 . 1 3 ) (29 7 8 . 7 5 ) M A T C H E X I S T . MATC H E X I S T . MAT C H E X I S T . MATCH EXIST. DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 3 0 . d w g FOR PERMIT C1.3019 0 8 0 5 06/03/2021 SLDMLB SITE GRADING PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y WEST SITE GRADING PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' EAST SITE GRADING PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' DRIVEWAY GRADING DETAIL31" = 10'5-5 10 20 SCALE: 1" = 0 10' CITY COMMENTS 08/25/212 2 EM SS G L E N W O O D D R I V E EM EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D X X X X X X X X X X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' co co co co SD CB SD CB SD CB SD SD IR R IR R IR R CB IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR MD MD MD EXISTING GRAVEL AREA EXISTING GRAVEL AREA EXISTING GRAVEL AREA MD 3 3 EXISTING LANDSCAPE SCREEN 2 1 1 6 2.00' MIN. T T SD C EM M E R I D I A N R O A D 6 0 ' C I T Y S T R E E T EXISTING OFFICE AND SHOP FF: 2982.52 ' X X X X X IRRIRRIRRIRRIRRIRRIRRIRRIRR 444 5 6 15.00' (2' MIN) DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 4 0 . d w g FOR PERMIT C1.4019 0 8 0 5 06/03/2021 SLDEMS SITE LANDSCAPING PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y WEST LANDSCAPING PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' EAST LANDSCAPING PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 PUBLIC WORKS COMMENTS 08/31/211 EAST LANDSCAPING PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' EM SS G L E N W O O D D R I V E EM EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER ST O R A G E S H E D X X X X X X X X X X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' co co co co SD CB SD CB SD CB SD SD IR R IR R IR R CB IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR EXISTING GRAVEL AREA EXISTING GRAVEL AREA EXISTING GRAVEL AREA IRRIGATION LEGEND: EXISTING IRRIGATION AREA DRIP IRRIGATION SPRINKLED IRRIGATION IRRIGATION NOTES: 1.INSTALL NEW RPZ OR PVB BACKFLOW PREVENTER WHERE IRRIGATION LINE LEAVES THE BUILDING. IF USING RPZ BACKFLOW PREVENTER, INSTALL MIN 12" ABOVE GROUND. IF USING PVB BACKFLOW PREVENTER, INSTALL MIN 12" ABOVE HIGHEST SPRINKLER HEAD. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION OF EXISTING IRRIGATION LINE. 2.CONTRACTOR SHALL BE RESPONSIBLE TO SUFFICIENTLY ZONE THE IRRIGATION SYSTEM AND PROVIDE ADEQUATE COVERAGE USING A 1" IRRIGATION SERVICE. 3.CONTRACTOR IS RESPONSIBLE TO RE-USE OR REPLACE THE EXISTING CONTROL PANEL AS REQUIRED. 4.IRRIGATION DESIGN AND INSTALLATION TO PROVIDE HEAD TO HEAD COVERAGE, LIMIT OVERSPRAY ONTO BUILDINGS, WALKS, ASPHALT, LIGHT POLES, ETC. 5.LAWN AREAS TO BE ON SEPARATE ZONES FROM PLANTING BEDS. 6.ALL IRRIGATION COMPONENTS TO BE FULLY AUTOMATIC. 7.IRRIGATION SYSTEM SHALL COMPLY WITH MOST RECENT VERSION OF UNIFORM PLUMBING CODE. 8.ALL IRRIGATION SYSTEM ELECTRICAL CONNECTIONS SHALL COMPLY WITH MOST RECENT VERSION OF NATIONAL ELECTRICAL CODE. 9.LANDSCAPE BEDS: DRIP EMITTERS - MEDIUM DENSITY, ONE OR MORE DRIP EMITTERS PER PLANT WITH DRIP TUBING EITHER ABOVE OR BELOW GRADE. 40% OR LESS FOLIAGE COVERAGE OF THE PLANTED AREA. PRECIP: 0.45 IN/HR. PSI: 25. GPM: 25 10.LAWN AREAS: TURF ROTATOR - 12'-30' RADIUS, TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. PRECIP: 0.45 IN/HR. PSI: 40. GPM: 82 T T SD C EM M E R I D I A N R O A D 6 0 ' C I T Y S T R E E T EXISTING OFFICE AND SHOP FF: 2982.52 ' X X X X X IRRIRRIRRIRRIRRIRRIRRIRRIRR DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 4 0 . d w g FOR PERMIT C1.4119 0 8 0 5 06/03/2021 SLDEMS IRRIGATION PLAN KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y WEST LANDSCAPING PLAN11" = 20'10-10 20 40 SCALE: 1" = 0 20' EAST LANDSCAPING PLAN21" = 20'10-10 20 40 SCALE: 1" = 0 20' PUBLIC WORKS COMMENTS 08/31/211PUBLIC WORKS COMMENTS 08/31/211 1 KEYNOTES: 1.SHRUB PLANTING PER DTL. 1/C1.41. 2.CONIFEROUS TREE PLANTING PER DTL. 2/C1.41. 3.DECIDUOUS TREE PLANTING PER DTL. 3/C1.41. 4.LAWN AREA DISTURBED BY CONSTRUCTION TO BE FILLED WITH SOD IF EXISTING IS UNUSABLE. 5.EXISTING GRAVEL TO BE REMOVED AND REPLACED WITH HYDROSEED. 6.ALUMINUM EDGING. HYDROSEED SOD PATCH BARK MULCH GENERAL NOTES: 1.BARK MULCH TO BE CEDAR WOODCHIP, 1-3" IN SIZE, AND A MIN OF 2" DEEP. 2.ALL TREES TO HAVE A MIN 4' DIAMETER MULCH RING. 3.ALL NEW LANDSCAPING TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. #PLANT LEGEND QTY SYM. DESCRIPTION TYPE HT SPD SIZE 1 NORTHERN CATALPA CATALPA SPECIOSA BOULEVARD TREE 40'-70'20'-50'2-1/2" CALIPER 2 MAIDENHAIR TREE (MALE) GINKGO BILOBA BOULEVARD TREE 50'-80'30'-40'2-1/2" CALIPER 8 SESTER DWARF SPRUCE PICEA PUNGENS 'SESTER DWARF' EVERGREEN TREE 6'-12'4'-6'6' TALL B&B 4 MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' EVERGREEN SHRUB 10'-12'2'-4'4' TALLMD 61 DEPTH PER SPECS 5 REMOVE CONTAINER COMPLETELY OR REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL 8 NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC MULCH SHRUB BED SOIL PREPARATION DEPTH (SEE SPECS) SET ALL PLANTS AT NURSERY LEVEL (TYP) 7 FINISH GRADE 2 B&B OR CONTAINERIZED SHRUB (TYP) 3 MIN 2"-3" OF MULCH (PER SPECS) 1 4 SHRUB PLANTING DETAIL11/4" = 1'-0" 7 ROOTBALL + 1'-0"MIN 8 RO O T B A L L DE P T H 9 6 5 3 4 2 UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) 9 1' - 0 " 5 1 MI N 1 / 3 H E I G H T OF T R E E ( T Y P ) 3 6 4 8 5 CONIFEROUS PLANTING DETAIL21/4" = 1'-0" 1PREVAILING WINDS 3 2 MIN 2"-3" DEEP OF FIBROUS MULCH 2"Ø x 8'-0"LENGTH LODGEPOLE PINE TREE STAKE 7 2 4 6 7 8 UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) SET ROOT CROWN AT OR 1"ABOVE FINISH GRADE REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL 3"-4" HIGH SOIL SAUCER (DURING ESTABLISHMENT) NATIVE BACKFILL SOIL AMENDED WITH 25% (@1/3 CU YD) DECOMPOSED ORGANIC MULCH (COMPOST) FOR ENTIRE TREE PIT AREA (@6'-0" Ø X ROOTBALL DEPTH) PLASTIC LOCK-TIE OR RUBBER HOSE TREE TIE (SET LOOSE) 9 4'-0"Ø MIN. MULCH AREA CLEAR OF GRASS, WEEDS, ETC. TO REDUCE COMPETITION DURING ESTABLISHMENT 10 DRIVE STAKES 1' MIN INTO UNDISTURBED SOIL BELOW ROOTBALL 9 10 ROUGHEN SIDES OF PLANTING HOLE MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB 2 MULCH TREE PIT MIN 4'-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0"WIDE.) PROVIDE 4'-0"Ø MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0" 4 MIN. 4' Ø MULCH AREA CLEAR OF GRASS, WEEDS, ETC. TO REDUCE COMPETITION WITH TREE ROOTS 5'-0" MIN OR MIN WIDTH OF TREE PIT = 2 TIMES ROOTBALL (WHICHEVER IS GREATER) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) NATIVE BACKFILL SOIL AMENDED WITH 25% (@1/3 CU. YD.) DECOMPOSED ORGANIC MULCH (COMPOST) FOR ENTIRE TREE PIT AREA (@5'-0"X5'-0"X ROOTBALL DEPTH) REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL DRIVE STAKE AT ROOTBALL EDGE (TYP) TREE PIT DEPTH = ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION) DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 7 8 5 6 3 4 14 13 2" 2" 11 11 13 TREE WRAP, 48" MIN. 1412 10 12 8 10 "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" WIDTH*) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY 5 9 7 2"-3" MULCH DEPTH (TAPERED AT TRUNK) 9 STAKE TREE WITH (2) TREATED 2"Ø LODGEPOLE PINE DOWELED TREE STAKES (8'-0" LENGTH) 6 1 3 2 1 DECIDUOUS TREE PLANTING DETAIL31/4" = 1'-0" B 4 NTS ZONE KIT IN VALVE BOX C H KKEYNOTES: A.FINISH GRADE B.VALVE BOX WITH COVER C.VALVE ID TAG D.30" LENGTH OF COILED WIRE E.PVC SUPPLY HEADER TO IRRIGATION ZONE F.PVC SCH 80 FEMALE ADAPTER OR REDUCER G.PVC SCH 80 ELL H.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) I.PVC SCH 80 TEE OR ELL J.PVC MAINLINE K.3" MIN DEPTH OF 3/4"WASHED GRAVEL L.PVC SCH 90 STREET EL M.MANUAL FLUSH POINTS A FE M D G J L H I 5 NTS DRIPLINE ISLAND LAYOUT B D C E C F E F B B D EF B D C B A KEYNOTES: A.VALVE BOX WITH DRIP REMOTE CONTROL ZONE KIT. B.HDPE OR PVC SUPPLY HEADER WITH FITTINGS. C.IRRIGATED LANDSCAPE AREA WITH SETBACK (± 2"-4") D.COLOR CODED DRIPLINE. E.INSERT FITTING, TYP. F.FLUSH POINT. B E B C C INLET PRESSURE (PSI) 12" SPACING NOMINAL FLOW (GPH)NOMINAL FLOW (GPH) 170 0.4 255 640474 F 330 238 270 275 0.4 0.6 45 220 6 NTS DRIPLINE LAYOUT FOR PLANTINGS KEYNOTES: A.VALVE BOX WITH DRIP REMOTE CONTROL ZONE KIT. B.HDPE OR PVC PIPE WITH FITTINGS C.COLOR CODED DRIPLINE. D.INSERT FITTING, TYP. E.FLUSH POINT F.TREE G.SHRUB H.ORNAMENTAL NOTES: 1.DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE BASED ON SOIL TYPE AND TREE CANOPY. 2.PLACE TIE-DOWN STAKES EVERY 3' IN SAND, 4' IN LOAM, AND 5' IN CLAY. 3.AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION, SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. D A G H C SINGLE LATERAL MAXIMUM RUN LENGTH (FEET) 1.0 1.0 18" SPACING 15 170 125 285 240 326 495 572410 0.6 195 360 370 335470 515 25 375 35 PVC SCH 40 TEE 7 NTS ROTOR POP-UP SPRINKLER PRE-FABRICATED SWING JOINT FINISH GRADE ROTOR POP-UP SPRINKLER LATERAL PIPE DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 1 . 4 0 . d w g FOR PERMIT C1.4219 0 8 0 5 06/03/2021 SLDEMS LANDSCAPING LEGEND, NOTES, AND DETAILS KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y 1 1 1 PUBLIC WORKS COMMENTS 08/31/211 PARKING PAVEMENT SECTIONS 8" SCARIFIED AND COMPACTED NATIVE TO 95% MAX DRY DENSITY PER ASTM D698, EXISTING DELETERIOUS FILL MATERIALS ENCOUNTERED SUBSURFACE ARE TO BE REMOVED TO SUITABLY PREPARE SUBGRADE 3/4" MINUS CRUSHED BASE COURSE- THICKNESS PER TABLE ASPHALTIC CONCRETE MPWSS PG 58-28 GRADE B - THICKNESS PER TABLE PAVEMENT SECTION13/8" = 1'-0" MATERIAL ASPHALT CRUSHED BASE SUBBASE PARKING SECTION 3" 6" SEE NOTES NOTE: 1.ASPHALT COMPACTED TO MINIMUM 93% OF MAX PER ASTM D2041. ASPHALT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 02510 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, APRIL 2010. SEE CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION FOR PAVEMENT AND MATERIAL TESTING REQUIREMENTS. 2.CRUSHED BASE COURSE SHALL MEET MPWSS SECTION 02235, 1-1/2" OR 3 4" MINUS @95% MAX DRY DENSITY (+ 3% OPTIMUM MOISTURE) PER ASTM D1557 3.SCARIFY EXISTING SUBBASE MATERIAL TO 8" DEPTH. 3.PAINTING STRIPING MATERIAL AND APPLICATION SHALL BE PER MPWSS, MATCH EXISTING PARKING COLOR 4.FOLLOW CITY OF KALISPELL STANDARDS AND ROAD CONSTRUCTION NOTES AND SPECIFICATIONS, FOR ALL WORK WITHIN CITY ROW. STRIPING TO BE WHITE, ADA PARKING SYMBOLS SHALL MEET ADA REQUIREMENTS FOR COLOR & SIZE 4" 4" 18" 9' 4" NOTE: WHERE PARKING STALL IS ADJACENT TO CURB, TERMINATE STRIPING AT EDGE OF ASPHALT PARKING AND ISLAND STRIPING DETAIL2NTS NOTES: 1.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT EACH POINT OF CURVATURE AND POINT OF TANGENCY. 2.CONTRACTION JOINTS SHALL BE PLACED AT EVERY 10' OF CURB LENGTH AND SHALL HAVE A MINIMUM DEPTH OF 1-1/2" AND A MINIMUM WIDTH OF 1/8". CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH WILL LEAVE CORNERS ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH. 3.EXPOSED EDGES SHALL BE FINISHED TO A RADIUS OF 1/4". 4.CONCRETE SHALL BE M-4000 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4000 PSI, 6%+ 1 1/2% AIR ENTRAINMENT, AND MAXIMUM SLUMP OF 4". 5.INDIVIDUAL CONTRACTORS FORMS MAY VARY SLIGHTLY FROM THIS PATTERN. PATTERNS DIFFERING MATERIALLY FROM THE ABOVE DIMENSIONS SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 6.FOUR INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE CURB AND GUTTER FOUNDATION. THE BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99. 6"1'-6" 1' 2' R 1 / 4 " 1"R2 " R2" 6" 6" 1- 1 / 2 " 3 NTS STANDARD CURB AND GUTTER SECTION CONCRETE APRON43/8" = 1'-0" F.F. 6" CONCRETE W/ #3 @ 18" O.C. EA WAY REINFORCEMENT GENERAL NOTES: 1.4000 PSI CONCRETE IN 28 DAYS, 3/4" MINUS AGGREGATE, 6-8% AIR AND BROOM FINISH 12" THICKENED EDGE CONCRETE W/ (2) #4 HORIZONTAL BARS FOR REINFORCEMENT LANDSCAPING OR ASPHALT PER PLAN SLOPE 2% PER SHEET C1.10 4" CRUSHED BASE COURSE COMPACTED SUB BASE FOUNDATION WALL AND FLOOR SLAB, SEE STRUCTURAL DETAILS CONCRETE SIDEWALK, 4000 PSI MIN, M-4000 W/ 3/4" MAX AGGREGATE 5-8% AIR CONTENT W/ 4" MAX SLUMP CONTRACTION JOINTS - VERTICAL, 1/8" WIDE MIN, 1" DEEP MIN, MAXIMUM 1.0xWIDTH SPACING TYPICAL SIDEWALK DETAIL51/4" = 1'-0" 4" MINIMUM BASE COURSE PER SPECIFICATIONS 2% SLOPE IN DIRECTION OF REQUIRED DRAINAGE, 5% MAX IN THE DIRECTION OF TRAVEL 5' WIDTH MIN COMMERCIAL, 4' MIN RESIDENTIAL 4" THICKNESS MINIMUM, 6" ADJACENT TO DRIVE APPROACHES EXPANSION JOINT - FULL DEPTH, 1/2 THICK JOINT FILLER PER SPECIFICATIONS, SET TOP OF JOINT FILLER FLUSH WITH TOP OF CONCRETE. 50' MAX SPACING FINISH WITH FINE HAIR BROOM ON LONGITUDINAL GRADES <6% AND ROUGH HAIR BROOM ON LONGITUDINAL GRADES >6% 5 ABUTTING SIDEWALK PER PLAN AS REQUIRED 10 9 8 6 7 104 COMPACTED NATIVE TO 95% MAX DRY DENSITY PER ASTM D698 4 3 1 2 1 5 63 2 89 7 6 2% MAX 5 CHAIN LINK FENCE DETAIL6NTS 10'-0" MAX. (6' @ CORNERS) 72 " 36 " , T Y P . 10"8"10"8" 10'-0" MAX. FENCE HEIGHT 4 FT 6 FT TERMINAL/CNR POST DIA 1 7/8" 2 3/8" LINE POST DIA 1 5/8" 1 7/8" TOP RAIL DIA 1 5/8" 1 5/8" PIPE WT 20 LB FINISH GALV. 20 LB GALV. DOME TOP CORNER POST 9 GAUGE CHAIN LINK FABRIC, TOP SELVAGE KNUCKLE UP, BARB DOWN HOG RING 18" O.C.TENSION BAND 12" O.C.TERMINAL POST WITH DOME TOP TOP RAIL BRACE BAND 3/8" Ø TRUSS ROD LINE POST TENSION BAR HOG RING 18" O.C. TRUSS ROD TIGHTENER WITH BRACE BAND TENSION WIRE - 7 GA. TIE TO POST 10" SONNO TUBE FILLED WITH CONCRETE DOMED CAP, TYP. 8" SONNO TUBE FILLED WITH CONCRETE DOMED CAP, TYP. STEEL PIPE BOLLARD71" = 1'-0" 3' - 3 " 1'-6" DIA. 3" 4'6" Ø CONC. FILLED STEEL PIPE W/ YELLOW PLASTIC SHEATH 1/2" PRE-MOLDED EXPANSION JOINT WHERE CONCRETE OCCURS PAVING GRANULAR FILL CONCRETE SONNOTUBE 10x10x1/4" THICK PLATE WELDED ALL AROUND 9'5' NOTES: 1.ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND. EXCEPT FOR SEWER AND WATER, UNDERGROUND UTILITIES, IF PLACED IN RIGHT OF WAY OR EASEMENT SHALL BE LOCATED BETWEEN THE BACK OF SIDEWALK AND EASEMENT LINE. NO UNDERGROUND UTILITIES SHALL BE PLACED IN THE BOULEVARD BETWEEN THE BACK OF CURB AND SIDEWALK. 2.SEE ROAD CONSTRUCTION GENERAL NOTES FOR MATERIAL SPECIFICATIONS. EXISTING CURB AND GUTTER AND ASPHALT SECTION 2% 8 NTS URBAN LOCAL GRADE PER PLAN 12 " M I N ROUND CONCRETE VALVE COLLAR ALTERNATE SQUARE CONCRETE VALVE COLLAR #4 REBAR CENTER HORIZ. AND VERT. VALVE BOX CONTROL JOINT, TYP OF 4 PLAN VIEW #4 REBAR CENTER HORIZ. AND VERT. VALVE BOX 3/8" CONCRETE VALVE BOX COLLAR SECTION VIEW NOTE: 1.ALL VISIBLE EDGES AND JOINTS SHALL BE ROUNDED WITH A 1/4" RADIUS EDGING TOOL. 2.CONCRETE SHALL BE M-4000 WITH 3/4" MAX. AGGREGATE, MIN. 28 DAY STRENGTH OF 4000 PSI, 6% +/- 1.5% AIR ENTRAINMENT AND MAX SLUMP OF 4". 3.ALL JOINTS SHALL BE SAW CUT. TYPICAL ROAD SECTION PER TRENCH DETAIL 18 " M I N ROUND CONCRETE MANHOLE COLLAR ALTERNATE SQUARE CONCRETE MANHOLE COLLAR #4 REBAR CENTER HORIZ. AND VERT. CONTROL JOINT, TYP OF 4 MANHOLE RING AND CASTING 6" M I N . TYPICAL ROAD SECTION PER TRENCH DETAIL 6" M I N . #4 REBAR CENTER HORIZ. AND VERT. 3/8" CONCRETE MANHOLE COLLAR 18" MIN 12" MIN 6" M I N . 6" M I N . DI R E C T I O N O F T R A F F I C 9 NTS CONCRETE COLLAR DETAILS 4" PVC, TYP. 12" MIN. 1. PRIMARY TRENCH (UTILITY POLE TO VAULT: TRENCH TO TRANSFORMER PAD/VAULT PER PLAN) CONDUIT AMBIENT TEMP. SHALL START @20°C (68°F) BEFORE ANY DERATE & CONDUCTOR AMBIENT TEMP. SHALL START @75°C (167°F) BEFORE ANY DERATE. 1.TRENCH CONTENTS SHALL CONFORM TO NEC ARTICLE 300 AND TABLES 300-5 & 310-60, AND APPENDIX B. 2.MULTIPLE ELECTRICAL POWER CONDUITS SHALL MAINTAIN 7.5" SPACING CL TO CL HORIZONTAL AND VERTICALLY (2" MIN), AND SHALL MAINTAIN 12" SEPARATION FROM ALL GAS LINES, COMMUNICATION LINES, AND OPTIC LINES. 3.SLIGHT SERPENTINE LAY IS ALLOWED TO ADEQUATELY COMPENSATE FOR FROST HEAVE. 4.PROVIDE FULL LENGTH 1/4" POLY PULL LINE IN EMPTY CONDUIT SECTIONS. LABEL EACH END. 5.ALL DRY UTILITIES SHALL BE 5' MIN. FROM WATER AND SEWER MAINS 6.REFER TO E1.0 FOR DUCT BANK DESCRIPTIONS EXISTING STREET SURFACE 3' - 0 " N T S GRADE PHONE 2" PVC, TYP. CONDUITS AND WIRE SIZE PER NEC AND SITE ELECTRICAL PLAN 4" SPARE EXCAVATEDMATERIAL 18" MIN. PROVIDE 12" MIN., SEPARATION FROM ALL COMMUNICATION LINES AND OPTIC LINES. PROVIDE 36" SEPARATION FROM GAS LINES. 3. FEEDER TRENCH (VAULT TO SERVICE PANEL & METERS) TRENCH WIDTH=0.D. OF PIPE + 24" INSTALL DETECTABLE WARNING TAPE 12" MAX. DEPTH. SUB GRADE OR GROUND SURFACE RESURFACE TO MATCH ORIGINAL 1 1 3 3/4" 1" 3"1" 2. SITE ELECTRICAL (LOT LIGHTS & SIGNS TO SERVICE PANEL) 36 " M I N . 40 " M A X . 4" PVC, TYP. 2" CATV 2" PHONE 2- 0 " T O 2 ' - 6 " CATV ELECTRICAL TRENCH SECTION101" = 1'-0" 12" DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 2 . 0 0 . d w g FOR PERMIT C2.0019 0 8 0 5 06/03/2021 SLDEMS GENERAL NOTES AND DETAILS KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y 1 PUBLIC WORKS COMMENTS 08/31/211 6" 4" DETECTABLE WARNING TAPE, MIN. 3" IN WIDTH, APWA COLORS 12 " - 2 4 " 12 GAUGE HDPE OR HMWPE INSULATED SOLID CORE COPPER TONING WIRE, TAPE TO TOP OF WATER MAIN EVERY 5 FT. JOINTS SHALL BE MADE WITH MOISTURE DISPLACEMENT CONNECTORS 12" MIN. SLOPING, BENCHING, SHORING OR SUPPORT SYSTEMS IN THIS AREA TO CONFORM TO O.S.H.A. REGULATIONS MIN TRENCH WIDTH PER MPWSS 4" ASPHALT 6" CRUSHED GRAVEL BASE 9"-15" SUB-BASE 1.5"-3.5" DIAMETER CRUSHED STONE TO STABILIZE UNSTABLE FOUNDATION BEDDING, HAUNCHING, AND INITIAL BACKFILL 3" MINUS CRUSHED SUBBASE MPWSS SECTION 02234 PARAGRAPH 2.3 AND 2.4 NOTES: 1.ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO T-99. 2.ALL TRENCH CONSTRUCTION SHALL CONFORM TO CURRENT OSHA STANDARDS - EXCAVATIONS. 3.INSTALL DETECTABLE WARNING TAPE AND TONER WIRE ON ALL WATER MAINS AND SEWER FORCE MAINS PER CITY STANDARDS. 4.BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE A CLEAN SAND MEETING USCS CLASSIFICATION SYSTEM SW, OR A CLASS I MATERIALS AS DEFINED IN ASTM D 2321 WITH A MAXIMUM PARTICLE SIZE OF 3/4" AND MEETING MIGRATION REQUIREMENTS OF THE SAME STANDARD. (SECTION X.1.8) 1 NTS TYPICAL UTILITY TRENCH SECTION DETAIL 2 NTS WATER SYSTEM CONSTRUCTION NOTES WATER SYSTEM CONSTRUCTION NOTES: 1.THRUST BLOCKING IS REQUIRED AT ALL TEES, BENDS, CAPS, WATER MAIN VALVES, AND FIRE HYDRANTS IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. 2.WATER MAINS SHALL BE INSTALLED WITH 12 GAUGE SOLID CORE COPPER TONING WIRE WITH HDPE OR HMWPE INSULATION APPROVED BY THE MANUFACTURER FOR DIRECT BURY. THE TONER WIRE SHALL BE TAPED TO THE TOP OF THE WATER MAIN AT INTERVALS NO MORE THAN 5 FT. TONER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL FIRE HYDRANT LOCATIONS. TONER WIRE SHALL BE ROUTED UP BEHIND EACH HYDRANT WITH THE LAST 3 FEET OF THE WIRE BELOW THE SURFACE BEING ENCLOSED IN 1 INCH CONDUIT. TONER WIRE SHALL BE ACCESSIBLE WITH 3 FT OF EXCESS TO CONNECT WITH TONING EQUIPMENT. 3.ALL IRON FITTINGS AND METAL PARTS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT. 4.CONCRETE COLLARS SHALL BE INSTALLED AT WATER VALVE BOX RISERS AND MANHOLE RING AND CASTINGS. SEE CITY OF KALISPELL STANDARDS FOR CONSTRUCTION. 5.TEMPORARY WATER SERVICES SHALL BE SUPPLIED DURING CONSTRUCTION WHEN WATER SERVICE WILL BE INTERRUPTED FOR MORE THAN FOUR (4) HOURS. A TEMPORARY WATER SERVICE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL TEMPORARY WATER SERVICES SHALL COMPLY WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY DESIGN CIRCULAR 1. 6.CONTRACTOR SHALL PERFORM HYDROSTATIC LEAK TESTING IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AS MODIFIED BY CITY SPECIAL PROVISION 02660. 7.ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AS MODIFIED BY CITY SPECIAL PROVISION 02660. 8.THE CONTRACTOR SHALL BE RESPONSIBLE TO TAKE ALL BAC-T TESTS UNDER THE SUPERVISION OF CITY STAFF. AFTER SAMPLE COLLECTION THE CITY SHALL TAKE CUSTODY OF SAMPLES AND DELIVER TO A CERTIFIED ENVIRONMENTAL LAB. ALL TESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 3 NO SCALE WATER MATERIALS SCHEDULE MUELLER H-1036, AY MCDONALD BOX 5604 OR FOR EA2-65-50 (3/4" OR 1" SERVICE) CAST IRON EXTENSION TYPE W/ ARCH PATTERN BASE, MIN 6'-6" LENGTH, PROPERLY SIZED MUELLER STATIONARY ROD AND PENTAGON BRASS PLUG, OR APPROVED EQUAL MUELLER 300 SERIES BALL VALVES TYPE, OR APPROVED EQUAL MUELLER 300 SERIES BALL VALVES TYPE, OR APPROVED EQUAL MUELLER BR2 OR APPROVED EQUAL POLYETHYLENE ( PE ), AWWA C901 PVC, AWWA C900, CLASS 150, DR 18 TYLER 6850 SERIES, LIDS MARKED "WATER", TYLER 6865 MUELLER SUPER-SEAL RESILIENT WEDGE MUELLER SUPER CENTURION 200 MEETING AWWA C502 MUELLER SUPER-SEAL RESILIENT WEDGE CLASS 350, AWWA C153, MJ PVC, AWWA C900, CLASS 150 DR 18 PVC, AWWA C905, CLASS 150 DR 18 WATER MAIN PIPE 8" - 12" LARGER THAN 12" WATER SERVICE PIPE UP TO 3" 4" AND GREATER WATER MAIN FITTINGS WATER MAIN VALVES FIRE HYDRANTS FIRE HYDRANT AUXILIARY VALVES MAIN & AUXILIARY VALVES BOXES WATER SERVICE SADDLES CORPORATION STOPS CURB STOPS CURB BOX W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 NOTES: 1.SPECIFIC MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY APPROVAL IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET BETWEEN WATER AND SANITARY SEWER. 2.NO EXCEPTION TO THE PIPE SEPARATION REQUIREMENT IS PERMITTED WHEN THE SEWAGE PIPE IS A FORCEMAIN. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE FORCEMAIN AS POSSIBLE. 3.LESS THAN 18" OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS MADE FROM ONE SINGLE 20 FOOT LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90°. SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES APPROVAL IS REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN 18" BETWEEN WATER MAIN AND SANITARY SEWER. 4."L" IS A LENGTH OF PIPE AS SUPPLIED BY THE MANUFACTURE. 5.ADEQUATE STRUCTURE SUPPORT FOR PIPES AT CROSSING SHALL BE PROVIDED. EXISTING PIPE NEW PIPE SEWER MAIN WATER MAIN 1 2 PARALLEL ARRANGEMENT CROSSING 5 4 2 3 X 18 " M I N L/2 L 2 3 18 " M I N EXISTING PIPE NEW PIPE 4 L L/2 10' MIN NO VERTICAL REQUIREMENT 4 NTS WATER AND SEWER MAIN SEPARATION ROMAC MODEL SST TAPPING SLEEVE, SEE PLAN FOR SIZE EXISTING WATER MAIN, SEE PLAN FOR SIZE AND MATERIAL CONCRETE THRUST BLOCK CONCRETE SUPPORT BLOCK PIPE BEDDING TRENCH PER TYPICAL TRENCH SECTION DETAIL MUELLER SERIES A-2360 RESILIENT WEDGE MJ x FL GATE VALVE, WITH STANDARD SQ. WRENCH NUT, ALL FLANGE BOLTS SHALL BE COR-BLUE OR COR-TEN, SEE PLAN FOR SIZE UNDISTURBED TRENCH EXCAVATION 5 NTS WATER MAIN TAPPING SLEEVE MUELLER SERIES A-2360 RESILIENT WEDGE MJ GATE VALVE, WITH STANDARD SQ. WRENCH NUT, SEE PLAN FOR SIZE CONCRETE VALVE COLLAR PER CITY OF KALISPELL CONSTRUCTION STANDARDS CAST IRON, 3 PIECE SLIP VALVE BOX, TYLER 6855 SERIES, OR APPROVED EQUAL, MARKED WATER DETECTABLE WARNING TAPE, MIN. 3" IN WIDTH, APWA COLORS 12 " - 2 4 " CONCRETE THRUST BLOCK PER SCHEDULE CL 150 WATER MAIN, SEE PLAN FOR SIZE, SHALL CONFORM TO AWWA C-900 OR AWWA C-905 FOR PIPE > 12" DIA SET VALVE BOX DEPTH IN ACCORDANCE TO MPWSS STANDARD DRAWING 5' MAX TONING WIRE 6 NTS TYPICAL MJ GATE VALVE SECTION DETAIL "A" 2'-0" 2'-6" 3'-0" 3'-5" 4'-4" 5'-5" 6'-5" STANDARD THRUST BLOCK DIMENSIONS VALVEROD "A" 2'-0" 2'-0" 2'-3" 2'-3" 3'-0" 3'-8" 4'-4" SIZE 6" & 8" 10" 12" 14" 16" 18" 24" SIZE 3/4" 3/4" 3/4" 1" 1 1/8" 1 1/4" 1 3/8" "C" 2'-0" 2'-0" 2'-0" 2'-4" 2'-11" 3'-0" "B" 2'-0" 2'-0" 2'-0" 2'-0" 3'-0" 3'-0" 4'-0"4'-0" ANCHOR 100 PSI 2'-0" 3'-0" 4'-3" 4'-0" 5'-1" 6'-4" 6'-5" "A" 2'-0" 2'-9" 3'-5" 4'-6" 4'-1" 5'-1" 6'-6" "C" 2'-0" 2'-0" 2'-8" 3'-0" 3'-0" 3'-0" 4'-0" "B" 2'-0" 2'-6" 3'-0" 3'-0" 3'-0" 3'-0" 4'-0" "C" 2'-0" 2'-6" 3'-0" 3'-0" 4'-0" 4'-0" "A""B" 2'-0" 2'-6" 3'-0" 3'-0" 4'-0" 4'-0" 5'-0"5'-0" 150 PSI 200 PSI "C" 2'-0" 3'-0" 3'-0" 4'-0" 4'-0" 4'-0" 2'-0" "A" 3'-7" 5'-1" 4'-9" 6'-1" 5'-9" 6'-0"7'-8" "B" 2'-0" 3'-0" 3'-0" 4'-0" 4'-0" 4'-0" 6'-0" "C" 2'-7" 3'-0" 3'-0" 4'-0" 4'-0" 5'-0" 2'-0" "B" 3'-0" 3'-0" 4'-0" 4'-0" 5'-0" 6'-0"6'-0" 250 PSI 300 PSI NOTE: 1.COAT RODS WITH A BITUMASTIC NO. 50 COATING OR EQUAL. 2.PRESSURES SHOWN ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM REBAR ANCHOR "B""A" 6" "C " "C " SIZE 3'-3" 2'-6" 1'-11" 3'-10" 3'-10" 4" 10" 8" 6" 14" 12" 1'-2" A B 1'-7" 4'-0" 3'-4" 2'-8" 2'-0" 5'-5" 0'-10" 2'-9" 2'-1" 1'-7" 3'-5" 3'-3" 1'-6" 3'-10" 3'-0" 2'-2" B 4'-11" 4'-8" 4'-0" 4'-8" 3'-2" 2'-5" 1'-9" A 6'-6" 1'-8" 3'-8" 3'-0" 2'-5" 1'-10" A 4'-9" 2'-7" 2'-2" 1'-9" 1'-9" 1'-7" A 3'-5" B 0'-6" 1'-11" 1'-6" 0'-10" B 2'-5" 2'-3" STANDARD DIMENSIONS FOR THRUST BLOCKING TEE FITTING TEES & PLUGS 45° BEND & WYES TEE (Plugged) 90° BEND BEND REDUCER REDUCERS & 22° BEND NOTES: 1.THESE TABLES ARE BASED ON 150 PSI MAIN PRESSURE & 2000 PSF SOIL BEARING PRESSURE. 2.WRAP ALL FITTINGS WITH POLYETHYLENE. B A B/ 3 M I N . UNDISTURBED EARTH UNDISTURBED EARTH 7 NTS THRUST BLOCK FOR WATER MAIN 8 NTS SEWER SYSTEM CONSTRUCTION NOTES SANITARY SEWER SYSTEM CONSTRUCTION NOTES: 1.ROOF DRAINS, FOUNDATION DRAINS, STORM SEWERS, SUMP PUMPS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE STRICTLY PROHIBITED. 2.GRAVITY SANITARY SEWER SHALL BE SDR 35 PVC SEWER PIPE CONFORMING TO ASTM D-3034. PIPES SHALL BE CONSTRUCTED MEETING THE MINIMUM PIPE SLOPE REQUIREMENTS OF MONTANA DEQ CIRCULAR 2. 3.ALL PIPE SHALL BE CAPPED OR PLUGGED AT THE END OF EACH WORK DAY. 4.ALL MANHOLES AND FORCEMAIN VALVE BOXES SHALL HAVE A CONCRETE COLLAR PER CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION. 5.SEWER FORCEMAINS SHALL BE INSTALLED WITH A 12 GAUGE SOLID CORE COPPER TONING WIRE WITH HDPE OR HMWPE INSULATION APPROVED BY THE MANUFACTURER FOR DIRECT BURY. THE TONER WIRE SHALL BE TAPED TO THE TOP OF THE SEWER FORCEMAIN AT INTERVALS OF NO MORE THAN 5 FT. TONER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VALVE BOXES, LIFT STATIONS, AND AT MARKER POSTS. TONER WIRE SHALL BE ACCESSIBLE AT THE SURFACE WITH A MINIMUM 3 FEET OF EXCESS WIRE. 6.ALL WATER AND SEWER CROSSINGS SHALL BE MADE AT PERPENDICULAR ALIGNMENTS. A MINIMUM OF 18 INCHES OF OUTSIDE PIPE WALL SEPARATION MUST BE MAINTAINED. A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION MUST ME BE MAINTAINED BETWEEN SANITARY SEWER AND POTABLE WATER MAINS. 7.THE TERMINAL END OF ALL SERVICE STUBS SHALL BE MARKED WITH METAL "T" POST AS INDICATED IN THE CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION. 8.ALL GRAVITY SANITARY SEWER MAIN SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM. ALL PIPES SHALL BE SET AT CONSTANT GRADE AND ALIGNMENT BETWEEN MANHOLES. 9.SANITARY SEWER PIPE LINE AND APPURTENANCES SHALL BE CLEANED AND TESTED UPON COMPLETION OF BACKFILL OPERATIONS. ALL TESTING SHALL BE UNDER THE SUPERVISION OF THE PROJECT ENGINEER AND REPRESENTATIVE OF THE CITY OF KALISPELL PUBLIC WORKS DEPARTMENT. SANITARY SEWER MATERIALS91" = 1'-0" CITY STD SA.3 - PRECAST CONCRETE PER ASTM C478; NON-CORROSIVE STEPS 12"W 1/2" ENCASED STEEL 400 LB V LOAD, 1000 LB PULL-OUT MA. INDUSTRIES OR EQUAL SCHEDULE SAME MATERIAL, CONSTRUCTION AND JOINT DESIGN AS MAIN AWWA PVC C900 OR HDPE DR7 ASTM D3034, SDR 35, SIZE PER PLAN, INTEGRAL BELL GASKETED JOINTS, GASKETS MEETING ASTM F477 SEWER MAIN AND SERVICE PIPE PRESSURE SEWER PIPE (NOT USED) SEWER FITTINGS SEWER MANHOLE S1 S2 S3 S4 PAVED OR OTHER SURFACE SEWER LINE-SEE PLAN FOR SIZE FLOW IF LINE DEAD ENDS, INSTALL WATERTIGHT PLUG COMPACTED BACKFILL FILL W/ SAND OR CRUSHED TOP COURSE SURFACING MATERIAL 4" PVC CAP BOLT-LOCKING CAST IRON RING & COVER, 14" MINIMUM OPENING DIA. H-20 RATED IN PAVED AREAS CONCRETE 45° BEND 2" 3" M I N 6" M A X 4" 12 " NOTES: 1. CAST IRON COVER SHALL READ "SEWER" 2. LOCKING BOLTS FOR COVER SHALL BE 5/8"-11 NC STAINLESS STEEL TYPE 304 3. 14" BOLT-LOCKING CAST IRON COVER SHALL BE EQUAL TO INLAND FOUNDRY NO. 209 4" PVC FEMALE ADAPTER TYPICAL SEWER CLEANOUT113/4" = 1'-0" NOTES: 1. NO SERVICE CONNECTIONS SHALL BE MADE AT MANHOLES. INSERTA-TEE AS APPROVED BY PUBLIC WORKS FOR EXISTING INSTALLATIONS PIPE BEDDING 6" ABOVE AND BELOW PIPE TO BUILDING PVC BELL AND SPIGOT PIPE, MIN. 4", GRADE PER PLAN45° ELBOW SANITARY SEWER MAIN 10 NTS SANITARY SERVICE TO EXISTING MAIN GRADE DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 2 . 0 0 . d w g FOR PERMIT C2.0119 0 8 0 5 06/03/2021 SLDEMS GENERAL NOTES AND DETAILS KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y 1 2 PUBLIC WORKS COMMENTS 08/31/211 1 NO SCALE STORM DRAIN NOTES 1.STORM SYSTEM TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ISSUE OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AS AMENDED BY THE CITY OF KALISPELL SPECIAL PROVISIONS AND THE CURRENT ISSUE OF CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION 2.STORM PIPING SHALL BE CONCRETE OR PVC CONFORMING TO THE RELEVANT ASTM STANDARD IN MPWSS SECTION 02720. 3.ALL MANHOLES AND CATCHBASINS SHALL HAVE A CONCRETE COLLAR PER CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION. 4.ALL PIPES SHALL BE SET AT CONSTANT GRADE AND ALIGNMENT BETWEEN MANHOLES. 5.STORM SYSTEM PIPE LINE AND APPURTENANCES SHALL BE CLEANED AND TESTED UPON COMPLETION OF BACKFILL OPERATIONS. ALL TESTING SHALL BE UNDER THE SUPERVISION OF THE PROJECT ENGINEER AND REPRESENTATIVE OF THE CITY OF KALISPELL PUBLIC WORKS DEPARTMENT. NOTES: ·ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. ·ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. ·ALL RISERS AND STUBS ARE 2-2/3" x 1/2" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. ·RISERS TO BE FIELD TRIMMED TO GRADE. ·QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. ·BAND TYPE TO BE DETERMINED UPON FINAL DESIGN. ·THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN, QUANTITIES ARE APPROXIMATE. AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL. FOR EXAMPLE, TOTAL EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE ESTIMATED EXCAVATION FOOTPRINT. NOTE: THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. PROJECT SUMMARY CALCULATION DETAILS • LOADING = HS20 & HS25 • PRIX. LINEAR FOOTAGE = 200 LF PIPE DETAILS • DIAMETER = 36 IN • CORRUGATION = 5x1 • GAGE = 16 • COATING = ALT2 • WALL TYPE = SOLID BACKFILL DETAILS • WIDTH AT ENDS = 12 IN • WIDTH AT SIDES = 12 IN CMP SYSTEM ASSEMBLY DETAIL31-1/2" = 1'-0" MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT. FOUNDATION/BEDDING PREPARATION PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. HAUNCH ZONE MATERIAL SHALL BE PLACED AND UNIFORMLY COMPACTED WITHOUT SOFT SPOTS. BACKFILL MATERIAL SHALL BE PLACED IN 8"-10" MAXIMUM LIFTS. INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE DEFLECTIONS WITHIN THE SYSTEM AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM. EQUIPMENT USED TO PLACE AND COMPACT THE BACKFILL SHALL BE OF A SIZE AND TYPE SO AS NOT TO DISTORT, DAMAGE, OR DISPLACE THE PIPE. ATTENTION MUST BE GIVEN TO PROVIDING ADEQUATE MINIMUM COVER FOR SUCH EQUIPMENT. MAINTAIN BALANCED LOADING ON ALL PIPES IN THE SYSTEM DURING ALL SUCH OPERATIONS. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR MATERIAL REQUIRED. Infiltration Systems - CMP Infiltration and CMP Perforated Drainage Pipe CMP SYSTEM TRENCHING41-1/2" = 1'-0" MATERIAL LOCATION DESCRIPTION MATERIAL DESIGNATION DESIGNATION RIGID OR FLEXIBLE PAVEMENT (IF APPLICABLE) ROAD BASE (IF APPLICABLE) GEOTEXTILE LAYER NON-WOVEN GEOTEXTILE CONTECH C-40 OR C-45 ENGINEER DECISION FOR CONSIDERATION TO PREVENT SOIL MIGRATION INTO VARYING SOIL TYPES. BACKFILL BEDDING STONE GEOTEXTILE LAYER NOTE: BACKFILL USING CONTROLLED LOW=STRENGTH MATERIAL (CLSM, "FLASH FILL" OR "FLOWABLE FILL") WHEN THE SPACING BETWEEN THE PIPES WILL NOT ALLOW FOR PLACEMENT AND ADEQUATE COMPACTION OF THE BACKFILL. NON-WOVEN GEOTEXTILE CONTECH C-40 OR C-45 WELL GRADED GRANULAR MATERIAL WHICH MAY CONTAIN SMALL AMOUNTS OF SILT OR CLAY. WELL GRADED GRANULAR BEDDING MATERIAL WITH MAXIMUM PARTICLE SIZE OF 3" AASHTO M 145-A-1, A-2, A-3 AASHTO M43- 3, 357, 4, 467, 5, 56, 57 PLACED IN 8" ± LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PER AASHTO T 99 ENGINEER TO DETERMINE IF BEDDING IS REQUIRED. PIPE MAY BE PLACED ON THE TRENCH BOTTOM OF A RELATIVELY LOOSE, NATIVE SUITABLE WELL GRADED AND GRANULAR MATERIAL. FOR ARCH PIPES IT IS RECOMMENDED TO BE SHAPED TO A RELATIVELY FLAT BOTTOM OR FINE-GRADE FOUNDATION TO A SLIGHT V-SHAPE. UNSUITABLE MATERIAL SHOULD BE OVER-EXCAVATED AND RE-PLACED WITH A 4"-6" LAYER OF WELL GRADED AND GRANULAR STONE PER THE MATERIAL DESIGNATION. SEE AASHTO 26.3.8.1 / 26.5.3 BEDDING INFO. ENGINEER DECISION FOR CONSIDERATION TO PREVENT SOIL MIGRATION INTO VARYING SOIL TYPES. * INITIAL FILL ENVELOPE 1 3 A 2 # 8 7 A 6 3 A 6 7 8 A * V A R I E S 5 4 5 HAUNCH ZONE CMP 1 2 5 NOTE: IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THE PROJECT, AN HDPE MEMBRANE LINER IS RECOMMENDED WITH THE SYSTEM. THE IMPERMEABLE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANGE IN THE SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION. CMP SYSTEM DETAIL51-1/2" = 1'-0" RISER (TYP.), SEE DETAIL ELEVATION END NOTE: LADDERS ARE OPTIONAL AND ARE NOT REQUIRED FOR ALL SYSTEMS 24 " S U M P CONCRETE ADJUSTMENT RING, 2" MIN, 12' MAX 48" MIN STORM PIPE, SEE PLAN FOR SIZE AND SLOPE NOTES: 1.ALL JOINTS BETWEEN MANHOLE, ADJUSTMENT RINGS, CASTING, AND SEWER PIPE SHALL BE WATER TIGHT. JOINING MATERIAL SHALL BE RAM-NEK OR EQUAL FOR ALL JOINTS OTHER THAN JOINTS BETWEEN SEWER PIPE AND CATCH BASIN. 2.ALL PIPE CONNECTIONS NOT CONSTRUCTIBLE AS DETAILED SHALL BE SUBMITTED TO CITY ENGINEER FOR REVIEW. FLEXIBLE GASKETED OR BOOTED JOINT, GROUT INTERIOR STORM MANHOLE RING AND COVER, EDGE OF CONCRETE 3/8" BELOW PAVEMENT 24 " M I N . 24" MIN STORM OUTFALL STRUCTURE DETAIL7N.T.S. PRECAST CONCRETE MANHOLE MEETING ASTM C478 I10 D10 WEIR W d INLET OUTLET 2974.69'5"2977.29'6"4.8"2974.69'2974.59' WEIR I10 A A D10 d W WEIR WALL SECTION A-A INLET OUTLET 24 " S U M P CONCRETE ADJUSTMENT RING, 2" MIN, 12' MAX 30" MIN STORM PIPE, SEE PLAN FOR SIZE AND SLOPE NOTE: 1.ALL JOINTS BETWEEN MANHOLE, ADJUSTMENT RINGS, CASTING, AND SEWER PIPE SHALL BE WATER TIGHT. JOINING MATERIAL SHALL BE RAM-NEK OR EQUAL FOR ALL JOINTS OTHER THAN JOINTS BETWEEN STORM PIPE AND CATCH BASIN. 2.ALL PIPE CONNECTIONS NOT CONSTRUCTIBLE AS DETAILED SHALL BE SUBMITTED TO CITY ENGINEER FOR REVIEW. FLEXIBLE GASKETED OR BOOTED JOINT, GROUT INTERIOR OLYMPIC MH-37 SLOTTED STORM MANHOLE RING AND COVER, OR APPROVED EQUAL CONCRETE MANHOLE COLLAR EDGE OF CONCRETE 3/8" BELOW PAVEMENT 24 " M I N . 24" MIN 6" OF 3" MINUS CRUSHED COMPACTED AGGREGATE 8 N.T.S. TYPICAL STORMWATER INLET STRUCTURE PRECAST CONCRETE MANHOLE MEETING ASTM C478 2' - 0 " (2 ' - 0 " ) 1'-9" (4 ' - 6 " ) ELEVATION A-A N.T.S. (4 ' - 0 " ) VA R I E S PLAN VIEW B-B N.T.S. FRAME AND COVER (DIAMETER VARIES) N.T.S. + / - 1 3 5 ° M A X . +/-65° MAX. FOR MAINTENANCE C A L L 1.8 0 0 .3 3 8 .1 1 2 2 www.ContechES.com T M FIBERGLASS SEPARATION CYLINDER AND INLET 48" [1219] I.D. MANHOLE STRUCTURE TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) INLINE CDS STANDARD DETAIL6NOT TO SCALE CDS2015-4-C DESIGN NOTES CDS2014--C RATED TREATMENT CAPACITY IS 0.7 CFS [19.8 L/s], OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 10.0 CFS [283 L/s]. IF THE SITE CONDITIONS EXCEED 10.0 [283 L/s] CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4.CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5.STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6.PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). C.CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. SOLID COVER WITH INLET PIPE OR PIPES CONFIGURATION DESCRIPTION CDS-1 0.47 CFS 2.84 CFS 100 2400 STRUCTURE ID WATER QUALITY FLOW RATE (CFS OR L/s) PEAK FLOW RATE (CFS OR L/s) RETURN PERIOD OF PEAK FLOW (YRS) SCREEN APERTURE (2400 OR 4700) SITE SPECIFIC DATA REQUIREMENTS NOTES/SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING PVC HYDRAULIC SHEAR PLATE C l e a n w a t e r s t a r t s her e NOTES: 1.RIPRAP D50=9" WITH DMIN=6". 2.PIPE SIZES LARGER THAN SHOWN SHALL HAVE SPECIAL DESIGN SUBMITTED TO CK PWD FOR REVIEW AND APPROVAL. 3.GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP AND GRANULAR FILTER MATERIALS. SECTION B-B RIPRAP AT OUTLETS10NTS SECTION A-A A A B B 4 1 TABLE OF QUANTITIES FOR RIPRAP AT OUTLETS DIA. (IN) W (FT) L (FT) GEO. FABRIC (SY) GRANULAR FILTER (CY) 18" DEPTH RIPRAP (CY) 12 6 8 19.6 .3 4.4 15 6.5 8 20.8 .3 4.8 18 7 10 25.6 .4 6.4 21 7.5 10 27.4 .6 7.1 24 8 12 33.4 .8 9.2 27 8.5 12 35.2 .9 9.9 30 9 14 41.6 1.1 12.3 36 10 16 50.5 1.6 15.8 42 10.5 18 57.8 1.7 18.7 48 11 20 66.5 2.2 22.2L W 1' 2' 2' 1' RIPRAP GRANULAR CUSHION GEOTEXTILE FILTER FABRIC GRANULAR CUSHION GEOTEXTILE FILTER FABRIC 24 " S U M P CONCRETE ADJUSTMENT RING, 2" MIN, 12' MAX 48" MIN STORM PIPE, SEE PLAN FOR SIZE AND SLOPE NOTE: 1.ALL JOINTS BETWEEN MANHOLE, ADJUSTMENT RINGS, CASTING, AND SEWER PIPE SHALL BE WATER TIGHT. JOINING MATERIAL SHALL BE RAM-NEK OR EQUAL FOR ALL JOINTS OTHER THAN JOINTS BETWEEN SEWER PIPE AND CATCH BASIN. 2.ALL PIPE CONNECTIONS NOT CONSTRUCTIBLE AS DETAILED SHALL BE SUBMITTED TO CITY ENGINEER FOR REVIEW. FLEXIBLE GASKETED OR BOOTED JOINT, GROUT INTERIOR STORM MANHOLE RING AND COVER, SEE DR.7, OR APPROVED EQUAL CONCRETE MANHOLE COLLAR, PER CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION EDGE OF CONCRETE 3/8" BELOW PAVEMENT 24 " M I N . 24" MIN 6" OF 3" MINUS CRUSHED COMPACTED AGGREGATE PRECAST CONCRETE MANHOLE MEETING ASTM C478 9 NTS TYPICAL STORMWATER MANHOLE SCHEDULE STORM DRAIN MATERIALS21" = 1'-0" ASTM D-3034, SDR 35, 4"-15" ; ASTM F679, PS46, 18" - 48", SIZE PER PLAN. SAME MATERIAL CONSTRUCTION AND JOINT DESIGN AS PIPE PER DETAIL AND SPECIFICATION PER DETAIL AND SPECIFICATION IN PAVEMENT: EJIW 3771, SOLID LID MARKED STORM. USE SLOTTED LID IN SURFACE DRAINAGE LOCATION IN PAVEMENT: EJIW 3771 OR EQUAL, SOLID LID MARKED STORM. USE SLOTTED LID SURFACE DRAINAGE LOCATIONS CURB INLET: OLYMPIC SM49B, EJIW 7111, OR APPROVED EQUAL. BACK OF FRAME TO BE STAMPED "DUMP NO WASTE" DRIVE OVER INLET: OLYMPIC SM44, EJIW 7711 OR APPROVED EQUAL STORM DRAIN PIPE FITTINGS MANHOLE CATCH BASIN FRAME/COVER STORM DRAIN INLETS D1 D2 D3 D4 D5 D6 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 2 . 0 0 . d w g FOR PERMIT C2.0219 0 8 0 5 06/03/2021 SLDEMS GENERAL NOTES AND DETAILS KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y 1 1 1 1 PUBLIC WORKS COMMENTS 08/31/211 1 NTS EROSION AND SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS ASSOCIATED WITH THIS PROJECT AND IMPLEMENT AND MAINTAIN THE EROSION AND SEDIMENT CONTROL PLAN AND PERMITS REQUIREMENTS UNTIL SUCH TIME AS THE PERMITS ARE TERMINATED. 2.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN OR CHANGE THE EROSION AND SEDIMENT CONTROL PLAN AS THE PROJECT PROGRESSES TO ENSURE PERMIT COMPLIANCE. 3.THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE PUBLIC RIGHT OF WAY AS A RESULT OF THIS PROJECT. SAID MATERIAL SHALL BE REMOVED DAILY OR MORE FREQUENTLY PER THE CITY'S REQUEST. 4.THE CONTRACTOR SHALL ENSURE ALL CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE IS PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. 5.THE CONTRACTOR SHALL ENSURE ALL CUT AND FILL MATERIAL IMPORTED OR EXPORTED IS NOT STORED IN THE PUBLIC RIGHT OF WAY. 6.ALL STOCKPILED MATERIAL SHALL BE DESIGNATED ON THE EROSION AND SEDIMENT CONTROL PLAN. 7.TEMPORARY BMPS ON THE EROSION PLAN SHALL BE INSTALLED PRIOR TO ANY EXCAVATION. 8.INLET PROTECTION BMPS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION AND MAINTAINED UNTIL PAVING IS COMPLETE. INLET PROTECTION BMPS SHALL BE APPROVED BY THE CITY OF KALISPELL PRIOR TO INSTALLATION. NOTE: ALL VEHICLES ENTERING AND EXITING THE CONSTRUCTION AND/OR BUILDING SITE SHALL TRAVERSE THE VEHICLE TRACKING PAD TO MINIMIZE MUD AND DIRT FROM TRACKING OFF SITE. ROCK SHALL BE REPLENISHED IF TRACKING OCCURS. TRACKING PAD SHALL BE RENEWED AS NECESSARY TO RETAIN EFFECTIVENESS. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS SHALL BE REMOVED IMMEDIATELY. WIDT H LENGTH PUBL I C S T R E E T MIN. LENGTH MIN. WIDTH RESIDENTIAL 30 FT 15 FT COMMERCIAL 60 FT 25 FT SILT FENCE FILTER FABRIC VEHICLE TRACKING PAD 14" OF 3" -6" STONE VEHICLE TRACKING STONE ENTRANCE REQUIREMENTS: ·3"-6" DIAMETER WASHED ROCK ·UNDERLYING FILTER FABRIC TO BE REQUIRED AS STATED FILTER FABRIC REQUIREMENTS: ·TENSILE GRAB STRENGTH = 200 LBS (ASTM D4632) ·ELONGATION MINIMUM = 15% (ASTM D4632) ·SEAM BREAKING STRENGTH MINIMUM = 180 LBS (ASTM D4632) ·APPARENT OPENING SIZE MAXIMUM = 0.3 MM (#50 SIEVE) (ASTM D4751) ·PERMITTIVITY MINIMUM = 0.3/SEC (ASTM D4491) 2 NTS VEHICLE TRACKING STORMWATER BMP 16 " M I N 20 " M I N 8" M I N EMBED FILTER FABRIC INTO GROUND 36" MIN WOOD, OR STEEL POST GEOTEXTILE FABRIC 10' MAX 20 " M I N GEOTEXTILE FABRIC EMBED FILTER FABRIC INTO GROUND 3 NTS SILT FENCE STORMWATER BMP FLOW NOTE: 1.SILT FENCE SHALL BE USED AS A TEMPORARY SEDIMENT CONTROL, FENCES SHALL BE INSTALLED WITH THE CONTOUR OF SLOPE. 2.WOOD POSTS SHALL BE HARDWOOD WITH A MINIMUM CROSS SECTION AREA OF THREE INCHES. 3.TEMPORARY SILT FENCE SHALL BE REMOVED UPON SITE STABILIZATION WITH 70% ESTABLISHED VEGETATIVE COVER. GEOTEXTILE FABRIC REQUIREMENTS: ·TENSILE GRAB STRENGTH = 90 LBS (ASTM D1682) ·ELONGATION MINIMUM = 50% (ASTM D1682) ·MULLEN BURST STRENGTH MINIMUM = 190 LBS (ASTM D3786) ·PUNCTURE STRENGTH MINIMUM = 40 LBS (ASTM D751) ·EQUIVALENT OPENING SIZE MAXIMUM = 40-80 US STANDARD SIEVE SIZES ·ULTRAVIOLET RADIATION STABILITY = 90 (ASTM G26) START EROSION CONTROL BLANKET CENTERED ON CHANNEL AT OUTLET. LAY BLANKET PARALLEL TO CENTER OF CHANNEL. OVER LAP ALL SEAMS AND JOINTS 12 INCHES MINIMUM. 6" M I N . FLOW 12" MIN 12 " M I N . TOP SLOPE ANCHOR OVERLAP ANCHOR TERMINAL ANCHOR FLOW FLOW 4 NTS EROSION CONTROL BLANKET BMP EROSION CONTROL BLANKET FOR SLOPE PROTECTION NOTES: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF FERTILIZER AND SEED. 2.ANCHOR THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH AT TOP OF SLOPE. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3.ROLL BLANKETS DOWN, STARTING AT DOWNSTREAM PROCEEDING UPSTREAM, HORIZONTALLY ACROSS THE SLOPE. 4.PARALLEL BLANKETS MUST BE STAPLED WITH A 4" OVERLAP. 5.SPLICE BLANKETS ONLY AS NECESSARY. PLACE BLANKETS END OVER END WITH AN 12" OVERLAP. USE DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKET. 6.IN HIGH FLOW APPLICATIONS STAPLE WITH DOUBLE STAGGERED ROW EVERY 30' TO 40'. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF CHANNEL, USE SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 7.THE TERMINAL END OF THE BLANKETS SHALL BE ANCHORED IN A 6" x 6" TRENCH. BACKFILL AND COMPACT AFTER STAPLING. 00377162 3771A1 COVER SECTION COVER BACK 4" 1" 1" 25-3/4" LOAD RATING www.ejiw.com 800-626-4653 COATING MATERIAL SPECIFICATION PRODUCT NUMBER CATALOG NUMBER REFERENCE INFORMATION GAD DRAWN DATE LAST REVISED DATE 07/03/08 N/A OPEN AREA MADE IN USA CO N F I D E N T I A L : T h i s d r a w i n g i s t h e p r o p e r t y o f E a s t J o r d a n I r o n W o r k s , I n c . a n d e m b o d i e s co n f i d e n t i a l i n f o r m a t i o n , t r a d e s e c r e t i n f o r m a t i o n , a n d / o r k n o w h o w t h a t i s t h e p r o p e r t y o f Ea s t J o r d a n I r o n W o r k s , I n c . © C o p y r i g h t 2 0 0 7 E a s t J o r d a n I r o n W o r k s , I n c . DESIGNATES MACHINED SURFACE HEAVY DUTY COVER - GRAY IRON ASTM A48 CL35B 00377720.1C 00377161.LO 00377123.1D MANHOLE COVER UNDIPPED 00377163 3771A1 S T ORM S E W E R CIT Y O F KALISP E L L 1" 1- 1 / 2 " 7 / 8 " 2-3/4" 1-1/2" PICKHOLE DETAIL 1- 1 / 2 " 1" LETTERING (RECESSED FLUSH) (2) PICKHOLES (SEE DETAIL) 1" LETTERING (RECESSED FLUSH) 5 NTS STORM MANHOLE COVER 1" DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 2 . 0 0 . d w g FOR PERMIT C2.0319 0 8 0 5 06/03/2021 SLDEMS GENERAL NOTES AND DETAILS KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y GM EM GM SS G L E N W O O D D R I V E EM EXISTING OFFICE AND SHOP FF: 2982.52 ' TOWER S T O R A G E S H E D X X X X X X X X X X X X SHOP ADDITION 5000 SF FF = 2982.52 NE W F F = 2 9 8 0 . 0 0 ' G G G G G G G G G G UP W W W W W W UPUPUPUPUPUPUPUPUPUPUPUPUPUPUP IR R IR R 0+ 0 0 1 + 0 0 2+ 0 0 3+ 0 0 3+ 2 5 BP : 0 + 0 0 . 0 0 PI : 0 + 4 5 . 4 2 PI : 1 + 4 4 . 0 1 EP : 3 + 2 5 . 0 0 SS SS SS SSSSSS SS co co coco SD CB SD SD CB SD 29 7 9 2979 29 7 8 29 7 6 29 7 5 29 7 7 29 7 7 2980 2980 2981 4" SEWER4" SEWER 4" S E W E R 4" SEWER 2 9 8 0 2978 2979 2 9 8 1 2982 2981 2982 29 8 0 2978 297 9 2 9 8 1 29 8 2 SDSD SD SD SD S D S D S D S D SD SD SD SD SD SD S D SDSD SD SD SD SD SSSS CB SD SD SD SD SD SD EXISTING GRADE DESIGN GRADE DESIGN SANITARY SEWER CLEAN-OUT 2965.0 2970.0 2975.0 2980.0 2985.0 2990.0 2965.00 2970.00 2975.00 2980.00 2985.00 2990.00 29 7 7 . 5 0+00 29 7 7 . 3 29 7 8 . 3 29 7 8 . 3 6 0+50 29 7 8 . 8 29 7 8 . 6 2 29 7 9 . 0 29 7 9 . 0 9 1+00 29 7 9 . 4 29 7 9 . 2 2 29 7 9 . 7 1+50 29 7 9 . 8 29 7 9 . 7 5 29 7 9 . 8 29 7 9 . 8 3 2+00 29 7 9 . 8 29 7 9 . 7 5 29 7 9 . 7 29 7 9 . 8 8 2+50 29 7 9 . 6 29 8 0 . 6 3 29 7 9 . 8 29 8 1 . 4 5 3+00 29 8 0 . 5 3+25 4" PVC L=40.42 S=1.25% 4" PVC L=98.58 S=1.25% 4" PVC L=86.76 S=1.25% 4" PVC L=21.88 S=1.25% 4" PVC L=4.00 S=6.00% SANITARY SEWER CLEAN-OUT SANITARY SEWER CLEAN-OUT SANITARY SEWER CLEAN-OUT 18" STORM GAS CROSSING MI N 1 8 " 4" PVC L = 6 3 . 5 4 S = 6 . 0 0 % EXISTING 8" STORM SEWER SERVICE PROFILE STA: 0+00 - 3+252H: 1" = 20', V: 1" = 5' SEWER SERVICE PLAN STA: 0+00 - 3+2511" = 20'10-10 20 40 SCALE: 1" = 0 20' DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 4 . 0 0 . d w g FOR PERMIT C4.0019 0 8 0 5 06/03/2021 SLDEMS SEWER PLAN AND PROFILE KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y REVISION 1 06/14/211 1 1 1 SS GLENWOOD DRIVE STORAGE SHED X X X NEW FF = 2980.00' SS S S S S SS SS C B S D SD CB-01 SDMH-01 SDMH-03 S D 2979 2979 2975 2977 2978 2979 29 8 0 2979 2976 2977 2978 2 9 7 8 SD SD SD (SD) (SD) (SD) (SD) SD SD SDSDSD SD SD 0 + 0 0 1+ 0 0 2+ 0 0 2+ 2 5 B P : 0 + 0 0 . 0 0 EP : 2 + 2 5 . 0 0 PI: 1+49.97 PI: 2 + 1 3 . 4 7 P I : 0 + 6 7 . 1 4 SDMH-02 SKIMMER-01 RISER-03 36 " S T O R M 8" S T O R M 18" STORM 18" S T O R M EXIST. 18" S T O R M 12" PVC L=13.36 S=0.50% EX I S T . 1 2 " P V C 18" STO R M PROVIDE RIP-RAP PROTECTION AT OUTLET PER DTL. 10/C2.02. CONTRACTOR TO FIELD VERIFY DEPTH AND ALIGNMENT OF EXISTING STORM MAIN AT CONNECTION PRIOR TO ORDERING SDMH-02. EXISTING GRADE DESIGN 2965.0 2970.0 2975.0 2980.0 2985.0 2965.00 2970.00 2975.00 2980.00 2985.00 29 7 5 . 1 0+00 29 7 6 . 5 29 7 6 . 8 0+50 29 7 7 . 0 29 7 7 . 2 1+00 29 7 7 . 3 29 7 7 . 5 1+50 29 7 7 . 4 29 7 6 . 9 29 7 8 . 2 0 2+00 2+50 EXISTING DESIGN GRADE EXISTING 18" REINFORCED CONCRETE PIPE FIELD VERIFY INVERT ELEVATION AND ALIGNMENT SD M H - 0 1 ST A T I O N : 2 + 1 3 . 4 7 RI M E L E V = 2 9 7 8 . 3 3 18 " I E I N : 2 9 7 5 . 2 6 18 " I E O U T : 2 9 7 4 . 5 4 18" PVC L=63.50 S=0.15% SD M H - 0 2 ST A T I O N : 1 + 4 9 . 9 7 RI M E L E V = 2 9 7 7 . 4 9 18 " I E I N : 2 9 7 4 . 4 5 12 " I E I N : 2 9 7 5 . 4 7 12 " I E I N : 2 9 7 5 . 4 5 18 " I E O U T : 2 9 7 4 . 3 5 18" PVC L=82.84 S=0.15% SD M H - 0 3 ST A T I O N : 0 + 6 7 . 1 4 RI M E L E V = 2 9 7 6 . 9 7 8" I E I N : 2 9 7 4 . 3 5 18 " I E I N : 2 9 7 4 . 2 2 18 " I E O U T : 2 9 7 4 . 1 2 4" SEWER 18" PVC L=54.32 S=0.15% FIELD VERIFY EXISTING LATERAL DEPTH AND INVERT ELEVATION FROM WEST EXCAVATE DITCH TO ENSURE PIPE DAYLIGHTS. PROVIDE RIP-RAP PROTECTION AT OUTLET PER DTL. 10/C2.02 2965.0 2970.0 2975.0 2980.0 2985.0 2990.0 2965.00 2970.00 2975.00 2980.00 2985.00 2990.00 29 7 7 . 1 0+00 29 7 5 . 5 29 7 7 . 3 0 29 7 9 . 1 29 7 9 . 0 1 0+50 29 7 9 . 0 29 7 9 . 8 7 29 7 8 . 9 29 7 9 . 3 8 1+00 29 7 9 . 0 29 7 8 . 9 2 29 7 9 . 1 29 7 8 . 8 3 1+50 29 7 9 . 0 29 7 8 . 7 8 29 7 9 . 0 29 7 8 . 7 4 2+00 29 7 9 . 0 29 7 8 . 8 1 29 7 9 . 0 29 7 8 . 9 0 2+50 29 7 9 . 0 29 7 8 . 9 2 2+55 RI S E R - 0 1 ST A T I O N : 2 + 4 7 . 5 6 RI M E L E V = 2 9 7 8 . 8 7 36 " I E O U T : 2 9 7 4 . 6 9 36" L=62.47 S=0.00% RI S E R - 0 2 ST A T I O N : 1 + 8 5 . 0 9 RI M E L E V = 2 9 7 8 . 7 2 12 " I E I N : 2 9 7 4 . 7 9 36 " I E I N : 2 9 7 4 . 6 9 36 " I E O U T : 2 9 7 4 . 6 9 36" L=137.53 S=0.00% SK I M M E R - 0 1 ST A T I O N : 0 + 4 2 . 5 5 RI M E L E V = 2 9 7 8 . 5 2 8" I E I N : 2 9 7 4 . 6 9 8" I E O U T : 2 9 7 4 . 5 9 8" PVC L=37.55 S=0.64% SD M H - 0 3 ST A T I O N : 0 + 0 5 . 0 0 RI M E L E V = 2 9 7 6 . 9 7 8" I E I N : 2 9 7 4 . 3 5 18 " I E I N : 2 9 7 4 . 2 2 18 " I E O U T : 2 9 7 4 . 1 2 DESIGNEXISTING EXISTING GRADE DESIGN GRADE RISER-03 STATION: 0+52.90 RIM ELEV = 2978.77 36" IE IN: 2974.69 8" IE OUT: 2974.69 8" PVC L=5.00 S=0.00% GM SS G L E N W O O D D R I V E EM TOWER S T O R A G E S H E D X X X NE W F F = 2 9 8 0 . 0 0 ' G G G G G G G G UPUPUPUPUPUPUPUPUPUPUPUPUPUPUP SS SS SS SSSSSS SS CB SD SD CB-01 SDMH-01 SDMH-03 CB SD CB-03 RISER-02 2979 29 7 9 29 7 9 29 7 5 29 7 7 29 7 8 2 9 7 9 29 7 6 29 7 7 2 9 7 8 29 8 0 2978 297 9 29 8 1 29 8 2 298 0 2978 2 9 7 9 2981 SD SD S D S D S D S D SD (S D ) SD SD SD SD SD S D S D SD SD SD SD 0+ 0 0 1+ 0 0 2+ 0 0 2+ 5 5 BP : 0 + 0 0 . 0 0 PI : 0 + 4 2 . 5 5 PI : 1 + 8 5 . 0 9 EP : 2 + 5 5 . 2 7 SSSS SDMH-02 CDS-01 RISER-01SKIMMER-01 RISER-03 6" STO R M 1 0 " S T O R M 36" STORM36" STORM8" STORM 18 " S T O R M 18 " S T O R M 12" PVC L=13.36 S=0.50%EXIST. 12" PVC 1 8 " S T O R M SD SD SD SD 8" ST O R M DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 5 . 0 0 . d w g FOR PERMIT C5.0019 0 8 0 5 06/03/2021 SLDMLB STORM PLAN AND PROFILE KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y GLENWOOD DR STORM STA: 0+00 - 2+502H: 1" = 20', V: 1" = 5' GLENWOOD DR STORM STA: 0+00 - 2+5011" = 20'10-10 20 40 SCALE: 1" = 0 20' DETENTION SYSTEM STA: 0+00 - 2+554H: 1" = 20', V: 1" = 5' DETENTION SYSTEM PLAN STA: 0+00 - 2+5531" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 PUBLIC WORKS COMMENTS 08/31/211 G M E M SS E M EX I S T I N G O F F I C E A N D S H O P FF : 2 9 8 2 . 5 2 ' T O W E R ST O R A G E S H E D S H O P A D D I T I O N 50 0 0 S F FF = 2 9 8 2 . 5 2 NEW F F = 2 9 8 0 . 0 0 ' G G G G G G G G G G G U P U P U P U P U P U P U P U P U P U P U P U P U P U P U P SS SS SS S S S S S S S S CB SD CB-01 SDMH-03 CB SD CB-03 RISER-02 2 9 8 2 2 9 8 0 29 7 9 297 9 297 9 297 5 297 7 297 8 2 9 8 0 2981 2982 2 9 8 0 29 8 1 29 8 2 298 0 2978 2979 298 1 298 2 2 9 8 0 2 9 7 8 2 9 7 9 2 9 8 1 29 8 2 CB SD SD S D S D S D S D SD SD SD SD S D SD SD SD SD SD S D S D SD SD SD SD 0+0 0 1+ 0 0 2+ 0 0 3+00 3+ 6 2 BP: 0 + 0 0 . 0 0 EP : 3 + 6 2 . 3 8 PI: 3+37.52 PI: 0 + 6 4 . 7 6 PI : 2 + 2 5 . 4 9 S S S S SDMH-02 CB-02 CDS-01 RISER-01 SKIMMER-01 6" IE OUT: 2978.72 4" IE: 2980.59 4" IE: 2980.02 4" IE: 2979.55 RISER-03 6" STORM 10 " S T O R M 8" S T O R M 6 " S T O R M 6" S T O R M 4" S T O R M 4" S T O R M 36 " S T O R M 36 " S T O R M 8" S T O R M 18" S T O R M 6" S T O R M 12" PVC L=13.36 S=0.50%EX I S T . 1 2 " P V C 18 " S T O R M CB SD SD SD SD SD SD CB-04 8" STORM 2965.0 2970.0 2975.0 2980.0 2985.0 2990.0 2965.00 2970.00 2975.00 2980.00 2985.00 2990.00 29 8 0 . 1 29 7 9 . 7 6 0+00 29 8 0 . 3 29 8 0 . 0 0 29 8 0 . 4 29 7 9 . 9 5 0+50 29 8 0 . 0 29 7 9 . 7 9 29 7 9 . 6 29 7 9 . 9 5 1+00 29 7 9 . 5 29 7 9 . 3 29 7 9 . 4 5 1+50 29 7 9 . 2 29 7 8 . 8 5 29 7 9 . 1 29 7 8 . 2 6 2+00 29 7 9 . 2 29 7 7 . 6 9 29 7 9 . 4 29 7 8 . 9 4 2+50 29 7 9 . 6 29 7 9 . 9 2 29 7 9 . 3 29 7 9 . 3 9 3+00 29 7 9 . 4 29 7 8 . 2 5 29 7 9 . 0 29 7 8 . 4 0 3+50 3+75 DESIGNEXISTING RI S E R - 0 2 ST A T I O N : 3 + 5 4 . 6 5 RI M E L E V = 2 9 7 8 . 7 2 12 " I E I N : 2 9 7 4 . 7 9 36 " I E I N : 2 9 7 4 . 6 9 36 " I E O U T : 2 9 7 4 . 6 9 12" PVC L=9.64 S=1.25% CDS-01 STATION: 3+45.02 RIM ELEV = 2978.05 12" IE IN: 2975.08 12" IE OUT: 2974.91 12" PVC L=7.50 S=0.50% CB-03 STATION: 3+37.52 RIM ELEV = 2977.53 6" IE IN: 2975.56 10" IE IN: 2975.21 12" IE OUT: 2975.11 10" PVC L=112.03 S=0.50% CB - 0 1 ST A T I O N : 2 + 2 5 . 4 9 RI M E L E V = 2 9 7 7 . 6 8 8" I E I N : 2 9 7 5 . 9 4 10 " I E O U T : 2 9 7 5 . 7 7 8" PVC L=59.76 S=0.62% CB - 0 2 ST A T I O N : 0 + 0 5 . 0 0 RI M E L E V = 2 9 7 9 . 6 9 6" I E I N : 2 9 7 8 . 1 5 8" I E O U T : 2 9 7 7 . 9 7 EXISTING GRADE DESIGN GRADE GAS CROSSING MI N 12 " CB - 0 4 ST A T I O N : ? ? ? RI M E L E V = 2 9 7 9 . 4 8 8" I E I N : 2 9 7 7 . 6 0 8" I E O U T : 2 9 7 7 . 5 0 8" PVC L=160.72 S=0.97% DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 5 . 0 0 . d w g FOR PERMIT C5.0119 0 8 0 5 06/03/2021 SLDMLB STORM PLAN AND PROFILE KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y SITE STORM PROFILE STA: 0+00 - 3+502H: 1" = 20', V: 1" = 5' SITE STORM PLAN STA: 0+00 - 3+5011" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 PUBLIC WORKS COMMENTS 08/31/211 GM EM EM EXI S T I N G O F F I C E A N D S H O P FF: 2 9 8 2 . 5 2 ' TO W E R X X X X X X X X X SH O P A D D I T I O N 500 0 S F FF = 2 9 8 2 . 5 2 G G G G G G G G UP W UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP CB CB-03 RISER-02 2 9 8 2 2 9 8 1 2 9 8 0 297 9 2981 2982 298 2 298 0 2979 298 1 298 2 2 9 8 0 2 9 7 8 2 9 7 9 2 9 8 1 298 2 SD SD SD S D S D S D S D SD SD SDSDSDSD 0+ 0 0 1+ 0 0 2+0 0 2+0 0 BP : 0 + 0 0 . 0 0 PI : 1 + 1 2 . 1 7 PI: 1 + 8 7 . 5 1 P I : 1 + 9 1 . 0 4 EP: 2 + 0 0 . 0 0 SS CDS-01 RISER-01 6" STORM 1 0 " S T O R M 6 " S T O R M 6" S T O R M 4" S T O R M 4" S T O R M 36" S T O R M 6" S T O R M DESIGN EXISTING GRADE 2965.0 2970.0 2975.0 2980.0 2985.0 2990.0 2965.00 2970.00 2975.00 2980.00 2985.00 2990.00 29 7 9 . 2 29 7 7 . 8 7 0+00 29 7 9 . 4 29 7 8 . 2 9 29 7 9 . 4 29 7 8 . 9 1 0+50 29 7 9 . 5 29 7 9 . 9 7 29 7 9 . 7 29 8 1 . 2 9 1+00 29 8 0 . 2 29 8 2 . 1 5 29 8 1 . 1 29 8 2 . 1 5 1+50 29 8 1 . 9 29 8 2 . 1 6 2+00 DESIGN GRADE EXISTING CB - 0 3 ST A T I O N : 0 + 2 3 . 0 4 RI M E L E V = 2 9 7 7 . 5 3 6" I E I N : 2 9 7 5 . 5 6 10 " I E I N : 2 9 7 5 . 2 1 12 " I E O U T : 2 9 7 5 . 1 1 6" PVC L=105.1 7 S = 3 . 0 0 % 6" PVC L=51.49 S=2.00% 4" PVC L=3.54 S=2.00% 4" PVC L=23.84 S=2.15% 4" PVC L=3.00 S=2.00% 2965.0 2970.0 2975.0 2980.0 2985.0 2990.0 2965.00 2970.00 2975.00 2980.00 2985.00 2990.00 29 8 0 . 1 29 7 9 . 8 7 0+00 29 8 0 . 9 29 8 1 . 1 0 29 8 1 . 1 29 8 1 . 8 8 0+50 29 8 0 . 6 29 8 1 . 9 3 1+00 DESIGNEXISTING 4" PVC L=53.96 S=2.00 % 6" PVC L=7.64 S=2.00% 6" PVC L=23.34 S=2.00 % CB - 0 2 ST A T I O N : 0 + 0 5 . 0 0 RI M E L E V = 2 9 7 9 . 6 9 6" I E I N : 2 9 7 8 . 1 5 8" I E O U T : 2 9 7 7 . 9 7 EXISTING GRADE DESIGN GRADE EM GM EXISTING OFFICE A N D S H O PFF: 2982.52 ' X X X X X X X X X SHO P A D D I T I O N 500 0 S F FF = 2 9 8 2 . 5 2 G G G G G G G G G U P W W W W W UP UP UP 2982 2981 2980 29 8 1 29 8 2 2980 298 1 298 2 2 9 8 1 2 9 8 2 298 2 CB SD SD SD SD SD SD 0+ 0 0 0+95 BP : 0 + 0 0 . 0 0 EP: 0+94.94 PI: 0+28.34 PI: 0 + 3 5 . 9 8 SS SS CB-02 8" S T O R M 6" STORM 6" STORM 4" S T O R M 4" S T O R M 6" S T O R M CB-04 DATE: JACKOLA ENGR. & ARCH., P.C. WITHOUT THE WRITTEN CONSENT OF MAY NOT BE USED OR REPRODUCED IS PROPRIETARY. THIS DOCUMENT THE INFORMATION CONTAINED HEREIN REVISIONS: KALISPELL 406-755-3208 # BOZEMAN 406-586-0707 VANCOUVER 360-852-8746 DRAWN:CHECKED: info@jackola.com jackola.com PR O J E C T # : M No.62835 T N P PE R F R O S S E LANOI NEE NE G I O NM A NA LEUAS ECIL S DE L LEY G YADUU Z: \ C l i e n t F i l e s \ 2 0 2 0 \ N W E \ 2 0 0 5 0 1 S h o p A d d i t i o n \ 6 D r a w i n g s \ 1 A u t o c a d \ N W E _ C 5 . 0 0 . d w g FOR PERMIT C5.0219 0 8 0 5 06/03/2021 SLDMLB STORM PLAN AND PROFILE KA L S I P E L L , M O N T A N A 89 0 N M E R I D I A N R O A D SH O P A D D I T I O N NO R T H W E S T E R N E N E R G Y SOUTH ROOF DRAINAGE STA: 0+00 - 2+002H: 1" = 20', V: 1" = 5' SOUTH ROOF DRAINAGE STA: 0+00 - 2+0011" = 20'10-10 20 40 SCALE: 1" = 0 20' NORTH ROOF DRAINAGE STA: 0+00 - 1+004H: 1" = 20', V: 1" = 5' NORTH ROOF DRAINAGE STA: 0+00 - 1+0031" = 20'10-10 20 40 SCALE: 1" = 0 20' 1 PUBLIC WORKS COMMENTS 08/31/211