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Home My WebLink AboutPLANS - 04-00112 - Wingers Restaurantz O _ f'— U D F- W co Q z O a'� �- J Z . O w c C N J Q IL Z W Q � Q I- W W O 4 � z O _ f'— U D F- W co Q z O a'� �- J w c J Q IL Z W m Z I- W W O W roe 20206.0364 °AW April 20, 2004 DIV M BY TLW --CHECKM BY JJF REWOK B _ DATE._ SHEET C.1 O. 3 SHMS COGYRK:HT © 2007 HLE ALL R70HM Rf'SEMO. I 'a GENERAL NOTES 1. ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE CITY OF IDAHO FALLS STANDARD SPECIFICATIONS AND DRAWINGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 3. ALL WATER, SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER—LEAVITT ENGINEERING INC. PRIOR TO BACKFILLING. 24 HOUR NOTICE IS REQUIRED. 4. WHERE IT IS NECESSARY FOR SEWER, STORM DRAIN OR IRRIGATION UNE TO CROSS WATER LINE AND THE NON—POTABLE (NPWL),UNE IS LESS THAN 18" BELOW OR THE NPWL IS ABOVE THE WATER LINE, THE NPWL LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND NPWL SHALL BE CENTERED AT THE CROSSING POINT SO THAT -JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE ISPWC (REFER TO SD -407). 5. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER VALLEY GUTTER AND/OR SIDEWALK IMPROVEMENTS. 6. PIPE BEDDING SHALL CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE ISPWC. 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION — ALL TEES, PLUGS, CAPS, BENDS OF 22 X . AND GREATER, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED 13Y SUITABLE THRUST BLOCKS AS SHOWN IN THE ISPWC. (SD -403) 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED. 9. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS—BUILT PLANS TO HARPER—LEAVITT ENGINEERING, INC. r---------------- ------------------------------------ I I I ' ! I i 1 1 I 1 ' I I 1 j r I I I 1 t I 2o' UTILITY Ij j S3 ! I EASEMENT I i ' I � r T.. _I _ _ _ _-TJ._ IT 1 I i I I 1 � ' 1 }! 1 1 I , 1 , I � 20' UTILITY — —•—-�-------�— I EASEMENT I t t LEGEND FENCE LINE PROPERTY LINE c7a- (AVEF'OVERHEAD POWER/TELEPHONE L I%, SANITARY/STORM SEWER LINE — WATER LINE City of Rexburg Departmental Approvals Qncludes Site Plans, Preliminary and Fioal Plain) Approved - Disapproved - NIA Approval Date Initiala P!annine k Zoning Buldm¢ Department fire Department Engineering Department -- R'etn Department -- Paste R"atet Departmrnt �— Sv Department City Clerk(Faaaaerk(P«a) Amount Paid ACCESS AND � ��—_-------------_--. UTILITY EASMENT (WIDTH VARIES) I t � 'r,Ir—RINI.c 742-150 f -- -- -- - - „. _ a � KEY NOTES O 2" WATER SERVICE CONNECTION PER ISPWC STD. DWG. NO. SD -402 O FIRE HYDRANT PER ISPWC SD -404 O 4" SANITARY SEWER CLEANOUT TYP. ® 4" SANITARY SEWER SERVICE LINE. O SANITARY SEWER MANHOLE, ISPWC SD -501 © 1 1/2" WATER SERVICE CONNECTION PER ISPWC STD. DWG. NO. SD -402 O 8"x8"x6" TEE ® 6" GATE VALVE O 3' HIGH CONC. BOLLARDS (4 EA.) 10 REMOVE EXISTING STORM DRAIN PIPE AND MANHOLES 50 I GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 0 I— U D or F- CO z 0 U z C0 J Q CL w 0 J J W 0 F— W N Joe w 20206.0364 °AIE Aprn 20, 2004 owm By c4cim— ar TLWJJF RE1�lIONS-----7—WE 200 W - zoo SLEET N0. C. . L OF 3 S COPYRIGHT © 200/ HLE ALL RIGH7S RESER1,E0. N. O 2 w � N C N � Q Q, to V h O 4 s 0 I— U D or F- CO z 0 U z C0 J Q CL w 0 J J W 0 F— W N Joe w 20206.0364 °AIE Aprn 20, 2004 owm By c4cim— ar TLWJJF RE1�lIONS-----7—WE 200 W - zoo SLEET N0. C. . L OF 3 S COPYRIGHT © 200/ HLE ALL RIGH7S RESER1,E0. tn C P L116 LINE 1 800-342 GRAPHIC SCALE 0 0 25 50 100 200 ( IN FEET ) 1 inch = 60 ft. r GENERAL NOTES 1. ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE CITY OF IDAHO FALLS STANDARD SPECIFICATIONS AND DRAWINGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 3. ALL WATER, SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER-LEAVrT ENGINEERING INC. PRIOR TO BACKFILLING. 24 HOUR NOTICE IS REQUIRED. 4, WHERE IT IS NECESSARY FOR SEWER, STORM DRAIN OR IRRIGATION LINE TO CROSS WATER LINE AND THE NON -POTABLE (NPWL) LINE IS LESS THAN 18' BELOW OR THE NPWL IS ABOVE THE WATER LINE, THE NPWL LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND NPWL SHALL BE CENTERED AT THE CROSSING POINT SO THAT JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE ISPWC (REFER TO SD -407). 5. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER VALLEY GUTTER AND/OR SIDEWALK IMPROVEMENTS. 6. PIPE BEDDING SHALL CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE ISPWC. 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION - ALL TEES, PLUGS, CAPS, BENDS OF 22 'f ' AND GREATER, AND AT OTHER LOCATIONS WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKS AS SHOWN IN THE fSPWC. (SD -403) 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED. 9. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS -BUILT PLANS TO HARPER-LEAVITT ENGINEERING, INC. 10. FLOOD PLAIN ELEVATION = 4865.0 �II 1k w D n LT >`-- I P A 71r Ll t COMPACTED FILL CONC. WALK 1 , BARS CONT (TYP.) ASPHALT PAVING THICKENED EDGE SIDEWALK TYPICAL ELEVATION NOT TO SCALE 6 WINGERS FF=4866.2 3,715 sq. ft. Ts 11 4 �— -- -- /L�' PAVEMENT 2' -6 - STD. I.F. CURB AND GUTTER NOT TO SCALE A 0 LEGEND TC TOP OF CURB -- - - - FENCE LINE FG FINISH GRADE PROPERTY LINE FF FINISH FLOOR ELEVATION - — OVERHEAD POWER/TELEPHONE LINE TSW TCS' )F SIDEWALK _1D'+—STORM SEWER LINE TAT R.AT F CONSTRUCTION NOTES O EXISTING STORM DRAIN INLET AND PIPE TO BE REMOVED © INLET BOX TYPE 4 PER CITY OF IDAHO FALLS STND. 700-12 © INLET BOX TYPE 2 PER CITY OF IDAHO FALLS STND. 700-11 ® TYPE I MANHOLE PER CITY OF IDAHO FALLS STND. 700-1 ©STD. CURB AND GUTTER PER CITY OF IDAHO FALLS STND. 500-1 © THICKEND EDGE CONC. SIDEWALK. SEE DETAIL THIS SHEET 6" VERTICAL CURB. PER ISPWC STD. DWG. NO. SD -701A. ® 4" CROSS DRAIN PER ISPWC STD. DWG, NO. SD -708 ®A.C. PAVE (2 1/2" PLANT MIX, 6" CRUSHED GRAVEL, 18" PIT RUN ® 2' CURB OPENING 1� LANDSCAPING — ■ i it I i � i O Lo O v W O p CONC. WALK 1 , BARS CONT (TYP.) ASPHALT PAVING THICKENED EDGE SIDEWALK TYPICAL ELEVATION NOT TO SCALE 6 WINGERS FF=4866.2 3,715 sq. ft. Ts 11 4 �— -- -- /L�' PAVEMENT 2' -6 - STD. I.F. CURB AND GUTTER NOT TO SCALE A 0 LEGEND TC TOP OF CURB -- - - - FENCE LINE FG FINISH GRADE PROPERTY LINE FF FINISH FLOOR ELEVATION - — OVERHEAD POWER/TELEPHONE LINE TSW TCS' )F SIDEWALK _1D'+—STORM SEWER LINE TAT R.AT F CONSTRUCTION NOTES O EXISTING STORM DRAIN INLET AND PIPE TO BE REMOVED © INLET BOX TYPE 4 PER CITY OF IDAHO FALLS STND. 700-12 © INLET BOX TYPE 2 PER CITY OF IDAHO FALLS STND. 700-11 ® TYPE I MANHOLE PER CITY OF IDAHO FALLS STND. 700-1 ©STD. CURB AND GUTTER PER CITY OF IDAHO FALLS STND. 500-1 © THICKEND EDGE CONC. SIDEWALK. SEE DETAIL THIS SHEET 6" VERTICAL CURB. PER ISPWC STD. DWG. NO. SD -701A. ® 4" CROSS DRAIN PER ISPWC STD. DWG, NO. SD -708 ®A.C. PAVE (2 1/2" PLANT MIX, 6" CRUSHED GRAVEL, 18" PIT RUN ® 2' CURB OPENING 1� LANDSCAPING — ■ i it I i � O Lo O v W O p U j 94 �O W O t- W a� N� Co O W Q) 6 Lo N = 06 z .1 m h U J a. O > I rr^^ v, J ai C � t J > � z O -- - U j t- W Co O O J = 06 z .1 U J a. > I W Cr J > � Q V °'Ow�'I m cr- cc 1� I, O C J J -- W - roe NO. 20206.0364 _ - °m April 20, 2004 1LW REVIO" JJF DAM sHFu No. C.3 3 OF SHESS COPYRIGHT © 2001 HC£ ALL RIGHTS R£S£RVfO.