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Home My WebLink AboutSITE PLAN -00-00021 - Les Schwab Tire Center - New Warehouse� wl' F mammm SSOCIATES / INC. . . . . . . . . . . . . . . . . . . . „ .v i „ , as _ s. t,= as „ i r3 z =' s.. t t t, i s z; n i I` r 3 b a , y: Y. I �n A t 1. ivs f : + ti 0 i-Al 11 IN DHAWN 'KJR 6/00 CHECKE DATE This document or any part thereof in detail or goo R'FG DESIGN 0 design concept is the personal property of DATE PnOu*� ENQNE79 Forsgren Associates / P.A. and shall not be 6/00 KJR copied without the written authorization of APPROVED Forsqren Associates / P.A. A; DATE P"CVeCT MANA*M 'R 0114 TITLE SHEET GN-2 GENERAL NOTES% DESIGN CRITERIA. -?j GN-3 SYMBOLS & ABBREVIA11ONS P-1 SITE PLAN 4T, DT-1 ff Pt I SECTION ROADWAY DT-2 MISCELLAN' US DETAILS DT-3 MISCELLANEOUS DETAILS ......... ......... lk N VILAL FY/LOWON MAPS, N�OTES: 118C QUANTMr-r% is -'v PLAN VIEW EXISTING PROPOSED EXISTING PROPOSED ABUT ABUTMENT FEN COR FENCE CORNER PRESSURE LINE 41010 damum "IMMED "EM0 & GUTTER AC ASBESTOS CEMENT! I'D FOUND ADT AVERAGE DAILY T FIC FDN FOUNDATION GRAVITY LINE SIDEWALK F. F. ---Ti 7 - APPROX APPROXIMATELY FIN FINISH AZ AZIMUTH FL FLOW LINE PROPERTY OR R/W LINE RAILROAD TRACKS 11W—H*14+111 Hl— Milili M FLR FLOOR BAL 8CR BALANCE BEGIN CURB RET*N FLG FT FLANGE FEET EASEMENT LINE GUARD RAIL rl n M 11 R M M BEG BEGINNING/BEGIN I FTG FOOTING BDRY BOUNDARY I MONUMENT LINE OPEN DITCH I 6K BACK BARBED 'MRE CHAINLINK BKFL BACKFILL G GAS FENCE — X —x—X— _x__ X X CANAL BLD FLG BLIND FLANGE GALV GALVANIZED BLDG BUILDING GEN GENERAL CONTOUR LINE 4250 4250 CULVERT BLM BUREAU OF LAND MANAGEMENT GM GAS METER 0 4250.—), A BM BENCH MARK GV GAS VALVE CONTOUR ELEVATION SECTION CORNER v BLK BLOCK BOT BOTTOM HDWL HEADWALL BANK SLOPES TEST PIT B RG EAR B ING HST HUB AND TACK BSMT BASEMENT HORIZ HORIZONTAL STORM DRAIN LINE SD SD MONUMENT BTWN BETWEEN HWL HIGH WATER LEVEL HWY HIGHWAY WATER LINE W W BENCH MARK Q5 BM BM NM 46 (BELLY. 425M HYD HYDRANT CALC CALCULATED GAS LINE G — _G SIGN CB CATCH BASIN ID INSIDE DIAMETER CCU COUNTERCLOCKWICE TELEPHONE CABLE T — T POWER POLE 0 PP 0 PP C—C CENTER TD CENTER INFO INFORMATION C&G CURB AND GUTTER ELECTRIC CABLE E — E- TELEPHONE BOX 0 11 CEM CEMETERY i IRR IRRIGATION CFS CUBIC FEET PER SECOND SANITARY SEWER LINE SS SS DECIDUOUS TREE CL CENTERLINE INV INVERT SERVICE LINE 10+00 10+00 CONIFEROUS TREE CIP CM P CAST IRON PIPE I CORRUGATED MET�L PIPE JCT JUNCTION CMP—A CORRUGATED MET4L PIPE—ARCH L LENGTH ASPHALT PAVING SHRUBS COB CLEAN OUT BOX LB POUND FIRE HYDRANT AIR RELEASE VALVE COL COLUMN LIC LIN LICENSE LINEAR/LINEAL LONG CONCRETE CONST CONSTRUCT LS LAND SURVEYOR WATER VALVE -------- THRUST BLOCK COR CORNER LT LEFT CPl WS CTR CENTER LWL LOW WATER LEVEL WATER METER =WM ]W__ CONTROL POINT CU FT CUBIC FEET CU YD CUBIC YARD MAINT MAINTENANCE MANHOLE MH CULV CULVERT MATL MATERIAL C CLOCKWISE MAX MAXIMUM CATCH BASIN B CI3 PROFILE SECTIONS MKR MARKER D DEGREE MH MANHOLE CLEAN OUT BOX B w mas GROUND PROFILE DET DETAIL Mil Mll F MISC MISCELLANEOUS OVERHEAD POWERLINE ---OP CULVERT ROUND ARC-H BOX 0 CD ROUND ARCH aOX 0 C) 0 DIA DIAMETER MON MONUMENT DIP DUCTILE IRON PIP MPH MILES PER HOUR POLE & ANCHOR UNDISTURBED SOIL V, I �/ N . \1 X� \'� DIST DISTANCE DN DOWN N NORTH STREET LIGHT UNDISTURBED ROCK ++ + 4- DWG DRAWING NT S NOT TO SCALE STRUCTURE TEST PIT E EAST OD OUTSIDE DIAMETER ECR END CURB RETUR14 ®O OUTSIDE TO OUTSIDE ELEV ELEVATION OFF REV OFFICE REVISION FIRE HYDRANT ORIG ORIGINAL ELEC ELECTRIC MANHOLE A EMB EMBANKMENT PVMT PAVEMENT ENGR ENGINEER ENT ENTRANCE PC POINT OF CURVATURE WATER LINE EO EDGE OF OIL PCC POINT OF COMPOUND EQUIP EQUIPMENT CURVATURE EST ESTIMATE PERF PERFORATED SECTION, AND DETAIL IDENTIFICATION PI POINT OF INTERSECTION EXC EXCAVATION PL PROPERTY LINE SECTION CALL-OUT DETAIL CALL-OUT EXIST EXISTING PO C POINT ON CURVE PIP POWER POLE 2 SECTION NO. (Ti .............. A MAIL LMM. (m) D2 T— I - __ SE SHIEET ON WHICH C11ON IS SHOWN. (Ti SH Er ON MICH DETAIL IS SHOWN (TYP.) ___SLEC11ON DETAIL NAME KJR 99 CHE-C JIM This document or any part thereof in detai or RF(JWM DESIGNE0 design concept is the personal property of DATE PRO �f � Forsigren Associates / PA and sholl not be copied without the written authorization of 0 4/06 KJOWM Forsqren Associctes / P.A. DATE r. yr - ASSC)CIAT EFS / INC. M PT POB PVC CITY R �RCP *11*19M RD REF k WON REV RP RR RT R/W S SAN SCHED SO SEC COR SHT SPECS SQ SQ FT SQ YD SS ST STL STN STL STA STD STRUCT .1 TP TYP UG VC W WM XING X—SEC 7, x SOUTH SANITARY SCHEDULE STORM SEWER SECTION CORNER SHEET SPECIFICATIONS SQUARE SQUARE FEET SQUARE YARD SANITARY SEWER STREET STEEL STAINLESS STEEL STATION STANDARD STRUCTURE 7RAMC �N 7L BOA 0 MATCH ASPHALT " r BACK OF SIDETWALKI All ...... .. .. . LES SCHWAB n_11 -M REXBURG, IDAHO 7 LEAN— TO O N.E. COR. LOT Z BLOCK 3 OF THE KLINGLER ADD177ON TO 714E ORIGINAL Cl TY OF REXBURG PLA T TRACT 3 0. 704 AC. Lli LD Ln Ln cn EXIS77NG GUY .. NEED TO RELOCA ASSUMED SANITARY LINE THROUGH MANHOLE #38 & #39 TRUCK CENTER r. t it IL m DEAD END --4 1 [E I M I M I F =1 I H I F CONC. BLOCK (TYP) F=. I I III- CONCRETE SHALL BE PIPE OF KEPT CLEAR TEE CROSS JOINTS (TYP) ALL BEARING SURFACES SHALL BE UNDISTURBED GROUND Tvo% ELBOW % FIN ISH ADJUST TO FINISH ROADWAY OR GRADE BEARING AREAS EACH DIRECTION OF THRUST IN SQUARE FEET PIPE TEES & 90 0 0 45 ELBOW OR C R OSS 2-21/2 0 SIZE DEAD END ELBOW I Ek DIRECTION OF FLOW. ELBOW NOTE: WHERE POSSIBLE ALL 4.0 _7 VALVES ARE TO BE 2.o 5'—Cr FROM q OF Er 7.0 9.5 5.0 3.0 A ex —,—GATE VALVE I cr 9.5 13.5 1 7.0 4.0 120 13.5 19.0 10.0 5.0 —le 18.0 .mow® 14.0 7.0 1 er 23.0 33.0 18.0 9.0 Tvo% ELBOW % FIN ISH ADJUST TO FINISH ROADWAY OR GRADE 1 zo SIDEWALK ELEVATION (COVER & CONCRETE RING) CONCRETE RING CLOW F-2450 VALVE BOX REQUIRED IN OR APPROVED QUAL E PAVED ROADWAYS Ux- NOTE: WHERE POSSIBLE ALL VALVES ARE TO BE 5'—Cr FROM q OF FffnNG TO OF qw Al Z' VALVE. A ex —,—GATE VALVE pi TYPICAL UNIMPROVED n-m AR E ', EA S%-, I ION LES SCHWAB TIR: CENTER CITY OF REXBURG, IDAHO PIPE B MDIN:G---/ 12P PIPE O.D. it SEE TECHNICAL SEC11ON 800 TRENCH DETAIL NOT TO SCALE Ux- qw Al Z' A ex F. TYPICAL UNIMPROVED n-m AR E ', EA S%-, I ION LES SCHWAB TIR: CENTER CITY OF REXBURG, IDAHO PIPE B MDIN:G---/ 12P PIPE O.D. it SEE TECHNICAL SEC11ON 800 TRENCH DETAIL NOT TO SCALE I 45 ELBOW IF REQ'D. SERVICE LINE SOR 315 PVC TYPICAL SERVICE UNE CONNECTION NOT TO SCALE SIDEW� OR LAWN LEVEL SENSOR CABLE bi DRAWN KJR 6/00 CHECKECE DATE DATE This document or any part thereof in detail or Y DESIa4M 6/90 RFG design concept is the personal property of DATE PROJtCT ENC9NEE Forsgren Associates / PA and shall not be A copied without the written authorization of A 6/00 KJR Fors:gren Associates / P.A. DATE =A&wi*-j9CT k4AV. SERVICE UNE- '�-� ---- HOUSE SIDE WASHED GRAVEL UNIFORM SIZE TO Pli E MOUNT TOUCH READ SENSOR IN LID; A I 1"Xim SENSUS SR 1000 GAL. REGISTER METER W/ TOIJICH READ REMOTE SENSOR PARKING LOT CROSS SECTION TYPICAL SEC11ON 1 1" SERVICE LINE P.E. SDR 7 I.P.S. NEW SERVICE LINES ARE REQUIRED FOR ALL NEW METER INSTALLATIONS TO THE MAIN LINE. CONDUCTrVE CORPORATION STOP - MUELLER,, FORD OR EQUAL FOR CONNECT10N TO NEW MAIN LINES. STREET SIDE DISTRIBUTION LINE NEW AND EXISTING . ..... . . .. .. MISCELLANEOUS DETAJIJ;., PIP 1206 x3"-O" DEEP CO NC. FTG. FOR BOLLARD `--�EDGE OF CONCRETE SLAB 12 x3'-O" DEEP CONC. FTG. FOR . . ............. ................ BOLLARD 4'-T X 4"-T STEEL GRATE------ BY "LES SCHWAB EQUIPMEIW PRINEVILLE, OREGON I7� �4 0.4 TOR"U'" C 'Ko TI R E WAot""i' H D ETA I UO3" PAINTED TO MATCH BLDG. COLOR (cl im !alzm 7 I-opt T, -, -p c,— — < f=ORS OREN ASSOCIATES' 1 INC.