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HomeMy WebLinkAboutDWG_C-1 Preliminary Sewer and Water Design V1APPROVED O& 30 /22 DIRT PATH SBT54'05"E _ _ 250.56' DIRT PATH § 9 0 a O n rr�� 1 OHL- OHL oHQ — �— W 0001 " FP_ TE BASE1 N/F., RONALD S UIFEVER APN: 51212346620 q EIGHT MILE LATERAL DIRT PATH L�73.72. c ►aX2(M9"E cno-7sa e DIRT PATH \\ v PROPOSED STORAGE BUILDING —'A' 126,352 t GROSS SQ.FT. 31,588 t FOOTPRINT SQ.FT. 711 <� PROPOSED 30.00' WIDE CIIIYIOF MERIDIAN SEWER AND WATER Er, EMENT II I I II S-SMH A -a I STA: 3+06.63 I I EXTEND EXISTING 8" SEWER MAIN I APPROXIMATELY 60 LF © 0.40% (�TCH EXISTING SLOPE) I I 7 00 CONNECT TO EXISTING-/ 8" SEWER STUB W W S -�+4{' GS�kT . 4�r631 W EX-SSMH-A 2+ STA: 2+00.00 N/F ADLER AB OWNER 0 LLC APN: S1212346615 175,9,5 S. Ft.f or 4.038 Acres.S PROPOSED PAD FOR BUILDING — PHASE 2 EXTEND EXISTING 10" WATER MAIN h5AIN � APPROXIMATELY 30 LF FROM EXISTING TEE. INSTALL BLOW -OFF ASSEMBLY. 2 -6" FIRE SERVICES 2-1 ° WATER METERS FOR SERVICES TO BUILDINGS. REMOVE BLIND FLANGE AND INSTALL 10"X8" REDUCER. _ OHL SIGN OHL- OHL OHL- L- OHL JOHL_ CONC. WALK PROTECT EXISTING HYDRANT. REMOVE EXISTING W (BASIS OFNBEARING) W ACC, S W ASPHALT PAVEMENT I \/ w tp WEST FRANKLIN ROAD VAR. WIDTH PUBLIC R,O.W. LINE A PROFILE 2608 2608 2604 F1 I I 2604 I I I CONST. 8" PVC SEWER 2600 60.0 LF 0 0.40% 2600 I I EXISTING 8" SEWER ® 0.40% 2596 I I I- - - - - 2596 w z z > 0 z rn 2592 0 0) W M- z o a 2592 0 OP:J ON ONcoOxNu) z It 0 NW+ w0-U NN C-42a ONcl0 z Fo =+ 2588 x V) F, V. z m zL'i Q> 2588 V) to ? 2584 2584 0 0 0 0 �t �t IZI- IZI- 0 0 00 (o (o LD (D N N N N pZS�1/l 11112soIill „10000D CP �ISB4wo \ \ M I L-10.68', R�50.00 • <=012'13.59 -�_- ChB-S 06'44'12" CbD-10.66' yb• � d .CQd i/ OHL OHL OHL- OHL aASPHALT PAVEMENT W I " vv OHL- OOHL- OHL- W W U)V 'It �, a W �Z J_ 00 mo ro M Q00 UN v °N J Z ax UAW CC Q w aLL cczo QW ~ W — _ cc j 0 � Nm �V Z WO W00 SCALE: HORIZONTAL Q N a o 1n N 5 20 80 J �W I= 0 10 40 120 Z a0 VERTICAL a 1 4 12 0 2 8 HORIZONTAL 1 " = 40' o VERTICAL 1 " = 4' LINETYPES: SYMBOLS:2. (S EXISTING SANITARY SEWER MANHOLE EXISTING CURB & GUTTER o` o o a` CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE X EXISTING SANITARY SEWER EXISTING GRAVITY IRRIGATION MANHOLE X Ax z o X $ INSTALL SANITARY SEWER MAIN © INSTALL GRAVITY IRRIGATION MANHOLE X X $ INSTALL SEWER SERVICE SDI EXISTING STORM DRAIN MANHOLE o SD EXISTING STORM DRAIN ®D INSTALL STORM DRAIN MANHOLE (_/� � � �` • $p INSTALL STORM DRAIN MAIN ® EXISTING VALVE Q• X x EXISTING WATER MAIN INSTALL WATER VALVE Z X CD W INSTALL WATER MAIN H INSTALL IRRIGATION VALVE a 0 J/T APPROXIMATE JOINT TRENCH © EXISTING WATER METER Z x X PI EXISTING PRESSURE IRRI. ® INSTALL WATER METER X PI INSTALL PRESSURE IRRI. MAIN © EXISTING BLOW -OFF VALVE sm J ° IRR EXISTING GRAVITY IRRIGATION ® INSTALL BLOW -OFF VALVE ui �J � IRR INSTALL GRAVITY IRRI. MAIN EXISTING FIRE HYDRANT A/ ` LOT LINE INSTALL FIRE HYDRANT l^i li X X - - — - - — BOUNDARY/PHASE LINE STORM WATER FLOW 3m — CENTER LINE al::� INSTALL STREET LIGHT PER CITY STD W o X EASEMENT LINE ® EXISTING IRRIGATION PUMP -OUT LJ.I EXISTING CONTOUR © INSTALL IRRIGATION PUMP -OUT ,^ cn x x _2605— FINISH GRADE CONTOUR EXISTING CATCH BASIN INLET rnm EP EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET o° W OHL OHL OHL EXISTING OVERHEAD POWER CONSTRUCT PEDESTIAN RAMP H EXISTING FIBER OPTICS 0 #1P TEST HOLE W/ PERCOLATION TEST VV � EXISTING TELEPHONE 0 #1 TEST HOLE cn W W N G EXISTING GAS LINE T INSTALL STOP SIGN J i O In P INSTALL UNDERGROUND POWER INSTALL STREET SIGN 0 Q ok a Q 00 TOR TOP OF BANK ®® INSTALL 2-PARTY MAILBOX OJ O o: N TOP TOP OF SLOPE ® EXISTING TREE � z Q w d' Z a 0 W W X TOE OF SLOPE w 2 U — S TOE EXISTING UTILITY POLE J Lu 3 Q Z Z LuW EP EDGE OF PAVEMENT EXISTING UTILITY POLE W/ GUY WIRE O J Q Z EG EDGE OF GRAVEL EXISTING ELECTRICAL BOX Z ti d I —N d SC SAW CUT LINE EXISTING TELEPHONE BOX J — — SWALE FLOW LINE o C.O. INSTALL CLEAN OUT = ABBREVIATIONS: BRG I BEARING OPP. OPPOSITE z I CENTER LINE I R I PROPERTY LINE cn z (D co CUR I CLEAR I PC I POINT OF CURVE W W EG I EDGE OF GRAVEL IPCCI CONCURRENT CURVE U EL I ELEVATION I PI I PRESSURE IRRIGATION W o O Z EP I EDGE OF PAVEMENT I PT I POINT OF TANGENT zz d C FF I FINISHED FLOOR I RT I RIGHT W d 0: w U a Q co FG I FINISHED GRADE I S I SANITARY SEWER W W FL I FLOW LINE I SO I STORM DRAIN a o H ir FS I FINISHED SURFACE I STA. I STATION to Z G.B. I GRADE BREAK I TBC I TOP BACK ROLLED CURB Lu N GR I GRATE I TC I TOP BACK CURB LU of d IRR I GRAVITY IRRIGATION I TEL I TELEPHONE UTILITY D O m NV. I INVERT I TRC P BACK REVERSE I LIP CURB N N LT I LEFT I TVC I TOP BACK VERTICAL CURB W ME I MATCH EXISTING I TYR TYPICAL N � Q MJ I MECHANICAL JOINT I W I WATER O O op I OVERHEAD POWER I I d o 61 Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BVCs BEGIN VERTICAL END VERTICAL SCALE: SheetNumber: TO BE USED WHOLE WITHOUT CURVE EVCs CURVE 1"40' C-1 GINEERSWRITTEN LEAVITT& AOSSOCAT SNCCONSENT VERICSTATION AL ENDVERTCSTATION H