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HomeMy WebLinkAboutS-308302_____.._..._ ___ -_. ._ __... -..1 ____.. __._ . __ -_. ..._ -__. ,__- _ -__.. N m HIGH POINT 00"V = 41040 w 6 415 f oo.00' vc ° : ° W x ° \ I NOTE: FILL AND COMPACT ROADWAY { { O Imo. o I o .60.00' Vc HIGH POINT. ST4 -1-+70.85 I PRISM TO FINISHED SUBGRADE BEFORE .s m > p_STA-=,1+47.85 m EXCAVATING /TRENCHING FOR m C� ! NOTE: FILL AND COMPACT ROADWAY e F w pow POINT ELEV = 40e90 ?�� nn �PVI ELEV 410.76 PRISM TO FINISHED A HED SU GRADE BEFORE LOW POINT STA = 0+6020 °a° - A.D. -3:70 °r INSTALLATION OF NEW WATER LINE Q m F k 1.1.1 o rn S PVI STA = 0 +67.85 +g m K 27.04 J EXCAVATING/TRENCHING CHING FOR n R a m m PIA ELEV - 408.60 W° '/ > r o INSTALLATION OF NEW WATER LINE < g rn r� rn A.D. = 4-30 Y> c~ K = 13.95 U= ,i o < NNW I� > a O 410 m x T - w 4,0 N S - - -- - / P O Z a I I I. a s 1 8.25' LT.\ -! I N 8 0. n I 1 +18.40, 8.24' LT. 1" A.R.V. ASSY. a �M 1 - 10" 45' BEND (MJ) SSMH No. 4 Tm,^, 0 +78.82: 2.01' RT. 201.8 LF 10" D.I. CL 52 ' +22 0" TEE (FL)!\ E--� STA. 5 +04.23, 1.75 LT. h < +g i - 10" 4:-.' BEND (MJ) BLOCK j 2 - 10" G.V.. (FLxMJ) RIM= 406.84* I.E.(IN)= 403.67 W I z� BLOCK j 1 - 10" ADAPTER (BLOCK - -5 +71;.67, 8.25 RT. 1 1 z 23.9 LF 10" D.I. CL 52 I .- I.E.(OUT)= 403.57 1 10 "x6` TEE (MJxFL) i; �< Q O 39.5 LF 10" Z Z - 6 GATE VALVE (FLxMJ) I : <v' $ D.I. CL. 52 e d 1 5 1 /4r'.M.V,O. F.H. ASSY. .I BLOCK 41.8 LF 10" P� - - - - - - - -- o D.I. CL 52 405. _ -- - -- 1 W 92.8 ' 8' PVCe 6 +07.08, 8.25' RT. k 0 +53.68. 5.00'!RT. _ g 0 +14.23, 5.00' RT. (FIELD VERIFY) 1 - 10 "x6° TEE (MJxFL) 6 co j 1 - 10° 90' BEND (MJ) 35 31 LT.' 1 - 10 "x10" WET TAPPING TEE (MJxFL' I I 1 - 6" GATE VIALVE FL - 3+ BLOCK ( ) 10" 90' BEND MJ 5 +14.23, 8.25' RT. (FIELD VERIFY) 1 10" TAPPING VALVE (FLxMJ) i i. 1 - 5 -t/4 M V.O. F.H. ASSY. I BLOCK ! CUT -IN BY CITY FORCES I 1 - 10" SLEEVE (MJ) BLOCK 35.4 LF 10" 1 - 10" VERT CROSS (MJ) s L) i D.I. CL 52 1 10" TEE (F 2 - 0 G.V. (FLxM l) I, SSMH No. 3 BLOCK (SEE CONNECTION DETAIL) 15LF - 8" PVC ® 0.52% a`o, 1 - 10" SLEEVE: (MJ) m o : 1 - 10" VERT. CROSS; (MJ) 'STA!. 5+97.RIM= 75' Ll'. :. ow - 55 :3 LF to- I RIM= 409.00 ALIGNMENT 'B' m 1 -. 10 ADAPTER(F'FxMJ) I.E.(IN)= 401.70 ! SCALE. 1" 20' (H.) �„ = 2.(V -) 0.54% D.LCL... 52 :I - 8 ..PVC.® --- - --- O .60 92.8LF C) 3::2 E 400' ( )- - BLOCK I.E. OUT 401 Roo r SSMH No. 3 j .71.i o o o ° STAH0 +04.23; 10.00' LT. ',.': I : 25 31 4og.0T _ - o STA. 3+ RIM , 409.00 e �. W as RIM -- 408.80±.. I.E.(IN)= 401.76 a I.E.(IN)= 399.70 LE.(oUT)= 401.60 6 +00 I.E.(OUT)- 399.60 m'E LRIM= SSMH No. 2 E STA 0 +86.08, 20.95'LT o2w ? n n 410.00± ® - - -- �I <+ I.E:OUT)4aoo20 ALIGNMENT 'A' o0 _ aC7 Z II SCALE: 1 � 20' (H.), i" = 2' (V.) - -- I oa ag a g ag o ! J 1 +00 00 s +oo I x_ -- - -- 410 13 +57.94, 14.23' RT. (FIELD VERIFY) II i II 1 10"x10" WET TAPPING TEE (MJxFL) -� ' 405 �.-11i- ......-- :--- .._. --- - 13- - _.___1405: 1 - 10 ". TAPPING VALVE (FLXMJ) '�.. � 11k11.41, 14 :�23�IFT. (FIELD VERIFY). i I C : P3 Cl1T IN__9Y CITY FORCES r 1 ! 1 10 SLEEVE (MJ) : F 10 ". VERT. CROSS (MJ) _ 1 10 TEE (FL) 1'`j Q Q Q BLOCK. (SEE CONNECTION DETAIL) 2I- 10" G.V. (FLxMJ)'i 10 SLEEVE (MJ) 1 10 VERT. CROSS (MJ) 405 SO CROSSING- - - - -- - 1 10 ADAPTER (FLxMJ)- -- - - - - -- -- - --- - - Lr .. - ;�` BOCK- 00 0 0.501 I 9617 LF 8 C9 SSMH No. 5 j i W f STA 10+24.74, 4.23' RT. Qo 400 i .. _ r. 400 I - - -- 2 RIM= 408.62± f, I �I NOTE: FIELD VERIFY WATER I'E. OUT) 404.06 SEWER CROSSING i; SSMH No. 4 ( ) I.E. = 400.37 STA. 11 +21.40, 4.23' RT. LINE DEPTH PRIOR TO CONSTRUCTION RIM= 406.62± SD CROSSING I ' I 12 +00 I.E.(IN)= 403.67 11*00 10fC = 403.57 - - - - - - I.E (OUT) f l% _ - 400 t. i - 8 "PVC!® 0.57 %, 70.2LF SSMH No. 1 STA. 13 +72.93, .4.23' RT __.. _._ __ -._ -_ !� ---- __..--- _.. ---- i__- / - - RIM= 408.80± 1 ! S5MH I.E.(IN)= 399.70 I I, -j -RIM = 407.80 I.E.(OUT)= 399.60 NE 0 395 - ;: 3s5 IE 399.,(W) 32'd COURT j, - ) lz i1... 1.. ,, NEW I.E.(IN)= 399.20 SCALE: r' 20. (H) 1„ 2` (v. DALEY MORROW- POBLETE INC. ". I - ) L. Oq 726., AUBURN WAY N �WASI, /- AUBURN. WA . 98002 : 1 '. a CHECKED FOR COMPLIANCE.`':. H -ON E' (253) 333 2200: FAX: (253) 333-2206 TO CITY STANDARDS RECOMMENDS _ FOR', APP A F'eN� �s.✓ 3258 e 4 Date F ENGINEERING - SURVEYING aI ogo 0 0 ° a ' Date ffS S Q D LAND PLANNING Y a B u Z ALI G N M E N' t a 13 + 00 Date BY EXPIRES `9 ,AN zooa SCANNED MAR 2 8' 2003 r T 'C' O I,. +oO s +oo SCALE- 1" = 20 (H.),.:1' - 2 (V.) 9 +00. wP -t7 -tom 3 ws�p_i1' -rdf 0D���.'- 3ac� ?s� �w-�'6�302 <eatiC'j'H�) �c�cll � v ti i k717 1.1 :I