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HomeMy WebLinkAbout05D18280 04 0 FINISHED GRADE SEC. 107 TWP. 21 N, FtGwE-. 5 E., W.M. AW-A MAP SCALE: .0 Ino TRANSITION GASKET I r- 6" Pv 6" MEGALUG (RESTRAINED JOINT) 45- OR STEEPER 6 . MEGALUG (RESTRAINED JOINT) SAN. SEW. MAIN SIZE X 6- TEE (MJ) DBEP SM SEVVM W/FESTRAMED TEE N.T.S. a &I'm %m %mounlrIn U DAlU* NAV[M PER KING COUNTY SURVEY CONTROL BENCSHMARK:POINT JI: 71 BRAS MAIL IN CONCRETE SET aW BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION: 499-06 MERIDIAN (BASIS OF BEARINGS): THE WEST LINE OF THE NORTHWEST QUARTER OF SECTIION 10, TOWISH11P 21 NORTH, RANGE 5 EAST, WAL ADDRESS / PARCEL NO: 31 OXX - 132ND AVENUE SE- 102105-9007 p 1� SE _Am-m I ST Vicinity Mop THAT P4WTllf,4-fV- JA.E SVtTHWEST 114ARTER ff TAE NOR fAiiEST QUARTER WYF SECTION 10, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, a. of LYING NORTHWESTERLY OF PRIMARY STATE HIGHIWAY NUMBER 2. EXCEPT THAT PORTION DEEDED TO KING COUNTY BY DEED RECORDED UNDER WING COUNTY RECORDING NUMBER 2680898, AND EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHNGTON BY DEED RECORDED UNDER RECORD4NG NUMBER 9509060454. 1 OF 15 COVER SHEET 2 OF 15 EXET94G COPINTION PLAN 3 OF 15 COMPOSITE U71111Y PLM 4 OF 15 HORIZONIAL SITE PLAN 5 OF 15 WOWER M40 SEWER PLAN AND PROFILE - SE. 30 MY PLACE 6 Of 15 WATER AND SEWER PLAN AND PIROFILE - 133RD AVOW SF- - 1140M HOLF 7 OF 15 WATER AND PLAN MOD PROFILE - 133RD AVMUE SE. - SOUTHI HALF a OF 15 WATER A"D SEWER PLAN AND PROFILE - SE. 310TH PLACE AND 133AD COURT SE- 9 OF 15 WATER AND SEWM PLAN AND PROFILE - TWCM W. W A14D V 10 OF 15 WATER AND SEWER PLAN AND PROFILE - TWTS *,04% *r AND V 11 OF 15 WATER AND SEWER PLAN MOD PROFILE - 132NO ^4BlUE SE. (OFFSffE) NORTH HALF 12 OF 15 WATER AND SEWER PLAN AND PROFILE - 132ND NO" SE. (OFPWIE) SOUTH HIALF 13 OF 15 SEWER PIAX MID PROFILE - 132ND WOW SF- (M7SrM 14 OF 15 SEWER PLAN AND PROFILE - THROUGH PROPOSED BRANDON MEADOWS (OFFSITE) - WEST HAiLF 15 OF 15 SEWER PLM MID PWW," THROUGH PROPOSEI) BRAIMON WEADOWS (OFFSITE) - EAST HALF CALL 48 HOURS �BEFORE YOU DIG 'I — 800— 424— 5555 i r!. t L A 4 r- 11-11snCLOCA1110N RAKED ONIEWPLIFACE FEATUME-S. ACTUAL L0CPXMi 1A,"6Y VAra. i—,TELOCAt770,N'S,ELEVAT.IC-NS,DL'��FMS,AND AS.BL'tLT M-Cl I S ACrkJV&,LY USED DURING AL LE ZYSEMTS 1GRE'DCO-NIDMONSAS I M�p FW7 1�.rm U. IR MY DI P 9, 20,�- Dr- 7 STTT il V! M04 7 DALEY-MOMOW-POBLETF, PC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 1 PHONE: (253)333-2200 FAX: (253)333-2206 4 ST 3127H riMmNelli PACNIC RACEWAYS wc. S7 SFTE 10 0 EX. SSMH 0 EX- POWER TRANSFORMER -0- EX, UTILITY POLE EX- CABLE TV RISER EX. GAS STUB EX TELL PAINT MARK EX WATER PAINT MARK EX- GAS PAINT MARK EX- CVERT UL X-X-X EX. FENCE ocx3a3 EX. ROCKERY RECORD DRAWING CERTIFICATION THESE DRAWINGS COWORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY- DATE: TtTLE/POSITION: C CITY ONFRUED BY DATE:,6 3 -0-5 �A�)JLC I PROJECT REF: FAC 04-0006 THESE PLANS ARE *APPROVE[r FOR COWOMANCE WITH THE CITY OF AUBUINS ENGINEERING DIVISION REQUIREIdENTS. APPROVED BY: DATE APPROVED: /)J� N.T.S.I JPS HOLDWA LLC 18124 RIVIERA PL. SW., SEATTLE, WA. 98166 PHONE: 206-799-3051 • 02310EW,-2W4 AS SHOWN JUN. 5, 2004 02310 � 'i � • TRACT 'A' (ACCESS/UTILITY) TARE It - SWTARY NANV LOWS THAT OWW S7VW SYSTEM AUM (SW CRONN rv€Rr CLEARAMW STA710M AVNMK AIM 1 483 70 f SEVER 487.40 f STORM &70' 129+96.41, 5.O0' RT. - 4SZ90 f SEWER 486.79 fSTOW 3.89' 128+85.30, 7.75' LT. - 0 - - - - NOT USED {�4 - - - - NOT USED 44&40 f SEWER 451.49 f STORM 6.09' 110+30.88, 5.00' RT. - 479.69 f SEWER 48&29 f STORM 5.60' 170+2&55, 5.00' RT. - 47&60 fSEWER 484.64 f STORM 6,04' 125+9&M &W LT. - 475.85 / SEWER 472.50 f STORM 3.65 180+2&55, &00' RT. - 474.65 / SEWER 47&68 / STORM 4.03' 124+12.00, &W LT. - 10 469.58 j SEWER 473.05 f STORM 3.47' 190+2&55, &OW RT. - 11 467.19 f SEWER 472.15 f STORM 4.96' 121+86.00, 5.00' LT. - 12 450.24 f SEWER 464.34 f STORM 14AW 120+34:08, &W LT. - 13 445.75 f SEWER 45&07 f STORM 12.32' 110+98.42, &W RT. - 14 447.08 f SEWER 46&21 f STORM 21AS 113+2&77, 21.41' I.T. - i 5 454.75 f SEWER 466.58 f STORM 11.&V 114+0&00, 7.77' RT. - O 461.00 f SEWER 464.93 f STORM 3.9S --r114+82.48, 5.17 RT. - NOTE: 17-25 NOT USED OWSSM TARE P - NNW? NANV LDS INAT ClWW SMW SrSWd masm w mm) CROiW #41UERT CLEARANCE CE STA 7i V 26 - - - - NOT USED 48&45 f STORM 490.77 f WATER 2.32' 129+96.41, &OO' LT. NOTE 2 487.86 f STORM 490.27 f WATER 2.41' 126+94.27, 1.02' RT. NOTE 2 4SC95 f WATER 485.95 f STORM 1.00' 140+62.17, &W LT. NOTE 2 403.13 / WATER 486.08 f STORM 2.95' 140+35.93, &00' LT. NOTE 2 31 470.53 f WATER 472.66 f STORM 2AS 86+66.31, 2&W' RT. NOTE 2 454:41 f WATER 456.13 f STORM 1.72' 63+53.64, 1&0(Y RT. NOTE 2 451.37 f WATER 455.11 f STORM 3.74' 63+44.10, 25.00' RT. NOTE 2 450.72 f WATER 451.72 f STORM 1.00' 110+35.56, 5.00' LT. NOTE 2 449.38 f WATER 450.73 f STORM 1.35' 62+6&82, 1&00' RT. NOTE 2 44&57 f WATER 449.86 f STORM 1.29' 62+49.44, 15.W RT; NOTE 2 484.04 f WATER 485.21 f STORM 1.17 126+21.00, 1125' RT. NOTE 2 48&92 / WATER 485.35 j STORM 1.4S 170+32.45, 5..W LT. NOTE 2 48159 f WATER 464.59 f STORM 1.W 125+9&M &W RT. NOTE 2 C-K) 47&15 j WATER 479.32 f STORM 1.17 124+35 00. 13.2W RT. NOTE 2 41 47&04 f WATER 479.61 f STORM 1.57' 180+3Z45, S.OtY LT. NOTE 2 477.63 f WATER 478.63 f STORM 1.00' 124+12.00, &00' RT. NOTE 2 43 471.24 f WATER 472.41 f STORM 1.17' 122+09.00, 13.25' RT. NOTE 2 471.26 / WATER 473.20 f STORM 1.94' 190+32.45, 5.00' LT, NOTE 2 45 471.10 f WATER 472.10 f STORM 1.00' 121+M.00, &00' RT. NOTE 2 463.98 f WATER 464.98 f STORM 1.00' 120+40.23, &0O' RT. NOTE 2 Q 459.05 f NITER 480.05 f STORM 1.00' 111+14.69, 5.00' LT. NOTE 2 46&82 f WATER 467.82 f STORM 1.00' 113+46.72, 20.46' LT. NOTE 2 465.88 j WATER 466.88 f STORM I 1.00' 113+92.92, 5.00' LT. NOTE 2 - - - - NOT USED NOTE: NUMBERS 51-60 NOT USED Q R CORD DRAWING CERTIFICATION THE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE:G-3-O.r PROJECT# 00 THESE PLANS ARE ...i FOR CONFORMANCE WITH THE CITY OF ENGINEERING DIVISION APPROVED i� II ! EX-RFS 9 JAN 2006 OWSSM TAAE jO - 047ER MA#i L 1NAT OWW NARY SiSMI AEAW (SEE RAN) CROWV T CLEARANCE STAVON 6i - - - - NOT USED 62 48&22 f SEWER 490.59 f WATER 7.37' 129+00.23, 1.41' LT. NOTE 2 63 480.49 f SEWER 489.80 f WATER 9 31' 128+3&25, 2-73' LT. NOTE 2 64 - - - - NOT USED - - - - NOT USED 479.44 / SEWER 487.51 f WATER &07' 127+15.00, S.Off LT. NOTE 2 CED 479.13 f SEWER 483..34 f WATER 4.21' 126+11.00, &00' RT. NOTE 2 CR) - - - - NOT USED 69 47&26 f SEWER 477.44 f WATER 7-18' 124+25.00, 5.W RT. NOTE 2 ?0 - - - - NOT USED 46&79 f SEWER 470.56 f WATER 1.77' 121+99.00, S.OW RT. NOTE 2 72 463.73 fSEWER 470.34 f WATER 6.61' 121+55.00, &W LT. NOTE 2 73 44&33 f SEWER 449.77 f WATER 4.44' 110+15.00, &OW RT. NOTE 2 ?4 446.99 f SEVER 463.15 f WATER 16.16' 111+62.00, 5.00' LT. NOTE 2 75 446.83 f SEWER 467.43 f WATER 20 60' 113+01.38, 0..37 RT. NOTE 2 447.83 f SEINER 467.08 f WATER 19.25' 113+23.50, 1.16' LT. NOTE 2 NOW: NUMBERS 77-85 NOT USED L L 7 I 7LI a !• e s #i � e ! • k # � ! y r. 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G a•tit ^a =a-m,cs+.r-��t�*'•sas'+..� ,a:+�r dts ss.:=rt. ' � ♦a,- .,. ems. �-ya*°�F..z, ,a: �+. , . .. ,, v.., r4« -- �y z.lF,;�� � - -_ u.. f`'"".... 4g ». +c „_�M, w.0 �.•;�..Ar �u�s„�rttrx �.7tortipw.i�.ex+^w,°,;?^afrm+r;3a4T;''!'Mw��.r�«*'s'+�x.a�+e'�;.gia�,,a*s?... r u a �.` a ll IMENEW # �;.. a • . ..» . � 4F S ^+kx?.. 4.e r to ,.,.sa e .. � - � t �.. a Fe „ w # e s G G G G G G i G G G ► G t G t G { t i 3 t G i t 4 MOTES. 1------------- t _ t -- t�— i + # t G ! t G a9-G'c 40. -- + } —..._....._.................---....------- G G ---- ! ♦ G It I o 1 t G t 1. TURNBACK.- DIRECT ACCESS TO 132ND AVENUE SE. OR 132ND WAY SE. WILI NOT BE PERMITTED TO ANY LOTS ABUTTING THOSE ROADWAY& 2. DIRECT DRIVEWAY ACCESS WILL NOT BE PERMITTED TO EITHER LOT ENTRANCEROAD, SE. 308TH PLACE, BETWEEN SE. AND 133RD AVENUE SE, CROW—SECTnM SEE PLAN SHEET 23 OF O.. • S S. ?. RECORD DRAVW4G CERTIFICATION THESE c. CONFORM r THE CONTRACTOR'S CONSTRUCTION RECORDS. BY- DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: { PROJECT 00a THESE PLANS ARE *APPROVED` FOR CONFORMANCE WITH THE CITY OF URN'S ENGINEERING DIVIISION APPROVEDREQUNIEMENTSI s� DATE APPROVED- 1 DALEY-MOMOW-POBLEI 726 AUBURN ►� ��N- AUBURN, WASHINGTON98002 - • s s FAX: 253-333-22011 40, jAN 2006 a JPS HOLDIM L.LC 18124 RI ERA PL. SNP., SEATTLE, WA., 98166 PHONE: 206-799-3051 MARCHN WEADOWS AT LEA HLL HOFMCNTAL SrrE PLM fi:=-� hAl n i.:WL It tAl '? 'innA (Y) Air) i . ' • 01 STU6 FF=496 ASO,2 1 5 12.9' STA. 123+ 8.1 #' { STA. 129+00.97, STA. 1 �4.69 3Fi.3O LT. <' I.E:•,= 49-1 1 - 45' BEND J sTA, 18+, 12.'il LT. 22.SQ' LT.,_ - BLOCK _" CAP (IJ jC.O. . I.E. _ Slue, *', � 3 in .o H NO. 515-02, 40 � �tlR B.0. V. ASS1 LSO. I.E. = 491 in Al2FF 49Ei .. - 4�.59 FF-497 �_,�� ��- �9� 2 �-P.S. T 6 4162.� - BLOCK ..' .�� Ago4 , } MAC I.E. 482 8 6 MAN I.E. = 48293. 60 Ii1tAi t t.E:. 4815i 6 2 �, _ dMAIN I.E. � � I.E. 483.36 ,02 - - - 482, , I.E.!. _ _ . - .E. (T4'�2. 06i. E 491.00 I E. 4t I.E_ _1':i C: LE. -- I E 489. =496 STUa cn 4 _.._..... --- 4 EE=49D s , ^""' _ �90.1t5= STWg 490 S'� STUa I,BC3 St � o /4 . 3 :: FF=496 486.gf cn � - � ► fn w FF=4 ,-•_ 0. ' ...... � I.E. _ -- �........... ,.. .._ �r. t C.O.in /r f 2- B i jIlk � A Co : o 0 - T FLAC.. a STA � 3Q+I�i ' ;LAE STA, 140+25.00 5.00 LT. _ RIM 4 1. \ .. 8.2 o CUT -IN T3 EX72 00." D.I. W/ 7-: _ I.E. 483.5s (CTR.}�4�3. 5 N _ _ 8 TEE FL - +�. L.E. - 483.51 a3.24 31 t 2 Er G.V.FLrfJ PVC --- _ . ,Q, - - _ 414: 1 - 8 UTL FLG. ca' LF" $' , ADAPTER FF= 493 4606- FF_ 5 / MAIN I.E. =4ftfl9 - - ' my Q: I.E. -- 489. _ ... - 11*LLiy A.R.Y. 4 - o, MAIN# s w • . " . a - LF - - AIN I.E. it - ..... - " .. "...... .. " ... \`".. -., 431 -0max- . s •. . I.E. _ 6 4 89 • 1 - TEE MJxFL .. .- ,� - - + D.I. 484 , �, LF s D I (RJ) �' I.E.�� ' _ 1 5-1 e M . F.H. ASSY> _ a 1 MOCK ... STA. 12$-f- .19 2.91 LT. 13 ..-...... a T! - SSA :lD. 515 ,,{'► '' ( ...... u3 `�. - 4 a L .... LJE,. (I t 4 4452.9$ .: _ 1 sn C. Alf .. I.I._ �..�!!�'_ . Clt:�- � . �2' ...... � E IE �n E 5 s '.. F 49 � ury : Tti4 4 7.7 ... S 1. 71 / STA. 128+36.58, i. T. 1 - 8 UY. FLG. ADAPTER FF=494Z (p j 4T8.614 75 jf - - k1AIP+l I.E. ® -rr GT C.Ci. 1 #- } 4i8.6S / 14 I TMCT* '� s-r�I p 4 g SSS .0.18 I.E. �- 2 �� i I,E. = FF=4 4 _ . Tut3 PLAN 487. 4± SCALE: 1" = 20' 500 .. t 490 480 �e a STA, 141+71.01, 2.51' LT. TA. 140+25.00, 5.OW LT. 1 - 8" UNIV. FLG. AD TER T-I TO EX. 8N D.I. WI 1 - Ni - 8 TEE (FL) XISTING GRADE 1- 8' UNIY. FLG. ADAPTER GRADE "- BLOCK > TAP i CL 52 ( NT ----''� LINED) } 61.1 LF 8- PVC (SDR 35) 0 4.8 X FROM SSMH NO. 515-02 4 1' i 0 0.50% TO SSMli NO. 515- , f STA, 141+62.00. 5.00' RT. N i SSW NO. RIM = 493.71k I.E. = 479.*& (IN) c'' 479.OZ cD 0 I.E. - 479.33- (OUT) rn4.75.92 rn 140+00 141+00 . 3W H PLACE SCALE: 1" = 20' (H.), 1" = 5' (V.) m 490 f -1 GRAP" i SCALIE 20 0 10 20 40 ( IN MET I inch = 20 ft. 400 0 200 400 800 AREA A ( IN FEET ) SCALE: 1 - 400 I inch = 400 ft. f STA. 129+04.58, 5. ' LT. EXISTING GRADE y ' : 1 - 6" G.V. (FLxI>J)' 20,1 LF On D.I, I"tJ ( PROPOSED GRADE STA. 130+�4.69, 36.3W LT.. e 8.2 LF 8N: D.I. W. 1 -- 5-1,%4N M.W.O. .H. ASSY. F " - 8' CAP (J) l CL. 52 (CEMENT: : LINED) 1 - BLOCK - . 2I.P.S.TAP - - - - - Y, OR B.O.V.O.V.Y. AS4S. - -r - BLOCK STA. 1 +11. &l4' LT. 56.7 LF r D.I. Ti, i - *5- (Mii 1* A.R.V. A S ! . f S&O LF 8 D.I. Tl, z . 52 (GAT • 1 - BLOCK . + CL. 52 (CEMENT LINED), ... - 7T � STA. 1 36.58, 7.70' RT. CL 52 (CEMENT LINED WATER SVC. 1 - W FL ( � �- - STA. 128+97.19, 2.91 LT. 2 b. $ TAP (TYP.)f ry 2 - � V. (FL±fI it)W : 1 - 22.5' BEND (MJ) 20&C LF 8N PVC i (2 SSS ` i - fr V. FLG. ADAPTER 1 - BLOCK (SDR 35) SS 1 I \ p5.4 s". 8' PVC w N : SSS i SS 4 °5yl 4-8tz : 2STA. TYP. 130+ 3 4' LT. - i480 - ! _ RIM 491-.56_! STA. i P • +87.?3, "fT.58' LT>� � I.E. - 4s3,% (CTR.) 4 83.d5 SSMH NO. 515-02, 48 1; RIM s 494.E 4�q.2 I.E. = 483.79 (NE & SE) IN q Q,3. 74 I.E. = 48Z7 8' (E) INL. 4t2.7 An I.E, = 48 =5i $ (^l OUT 4$3, q I. E_. I.E. .482.�"IL . (S) OuTto- 4a2. 0 I • i 129! 00 130 011 131 00 j L?MMUi'D i 1i ;v LOCATION BAS D ON SUIiI'ACE F2ATU:MS. ACTUAL j 7It�Ei�tF: <M THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT ® jKOM"•,WNTS kV LE-CTING i A-1 ri.i2IALS ACTUALLY USED DURING M)NS T RUCTIC .1, ACCURATELY REFLEC T S EXIS MCi FIELD CONDITIONS AS EPMI2'dY EY ' R nR MY DIRECT SUi °.RVISON ON THIS JANUARY 9, 2008 E. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATEZ-s -Ocr PROFILE - SF_ 30M PL-A _ CUL-DE-SAC SCALE: 1" = 20' (H.), 1" = 5' (V.) PROJECT REF: FAC 044-OON r/'-//O ✓� THESE PLANS ARE "APPROVEDa FOR CONFORMANCE WITH THE CITY O AUBURN'S ENGINEERING ON REQUIREMENTS APPROVED D, APPROVED: i NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO 13E CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED -TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-OZ WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A lvpV Nc. D rT DALEY-M0ff40W-P0B=, WC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 �v PHONE: 253-333---2200, FAX: 253---333-2206 z S � ENORC-E BONG - SURVEYING f0,V �' LAND PLANNING inotorpcsrato6 E)PIRES 9 JAN 2006 STAW NOT VAW i OULSS S§A D & DAT€D / V c oP5c i"FTtr, N LLC 18124 RIVIERA PL. SW., SEATTLE, WA. 98166 PHONE: 206-799-3051 4PPP0'V D ll 11 ADOM AT LEA f-LL WATM AND SEWR PLM AM PFOME - SE. 30M PiACE N LM r 1" = 20' R b, fo;; 02310ENG-2W4 ,ram 5 Ad n I T if IAI '2r, r)nnA rl`��1r) E FL• FF= 496 -"I La A gAllAll C.O. C.O.00 O.Tcn c-0-Tcn Tcn c-0-Tcn V) to Tu) TO To C.O.c-O-To C. C.010 C.O. C.O. C.O. (n cn in (n cn (n tn . . . . . . . . . . 4 V) (n in U) in (n V) In "A7S. 69 .50 .1513 .15 'n 4-77.cS7 so 4'74.67 473,77 vi -KA"l I.E. 4-74. T2 "N I.E. T --WA-IN I.E. 478T7 7 ji-AINI.E. 478. MAW I.E. 47*.-% AIN I.E. 4T�78�.5� AIN I.E. 478r55 I.E. 477.53 -tv9. I.E. 480.0% fil.bl IjE. 476.'*^ AIN I.E. 475. [M IN I.E. )o A44 C.Q I.E. 416. I.E. 487-.W *--Q I.E. 4t6-.00 t-.Q I.E. 4B5.-eO s I.E. I t. I.E. 4a4.00 Tr I.E. 4M.00 I.E. 482.00 I.E. 480. I.E. 479.00 4-*. ot STtAB 4 S G I'S7145 ISTLAa 4635� IS-N S 48z.8f 1-51 4%1.2-� IS -4SI.Itl p, 4 80.2- t �A�e- a STA. 12 +15.00, 22.50LT ' . LT. J 5.00' LT. STA. F.H. 128+J6.'a, 17.70' RT. ST124 8 TE(FL) SMH NO. 515-07, 48 W C.O. C.O. I.E. = 491 2 FF= 496 129+04.58, 5.11' LT. 1 - 6- G.V. (FLxMJ) 20.1 LF 6- D.I. (RJ) 4* M.V.O. F.H. ASSY. I - Al nri< . 129+11, 8.14' LT. I - 45- BEND (MJ) 1 - BLOCK CL. 52 (CEMENT LINED) STA. 128+97.19, 2.91' LT. PVC 1 - 22.5* BEND (MJ) a n r%nax 1 - BLOCK 2 8G.y. (FLxMJ) 1.� 4747.30 1 80 fLj. ADAPTER FF=493 . 4 .': . . . . V, I ' = IN 1, BL(111111 l�ill - 47*.-29 (OUT) A�3 (a� to 2-7 i i i i i i i i C. STA. 128+ & 60- LT. STA, 128+87.7�& 12. ....... 15_ Ll 5 v SSMH NO. 515- i 4 i i ! i i i i 1 ( i i 1 i I i i 1 i SSMH NO. 515-02, RIM 493. 7"a a 0- 4 IS -71 I.E. 479.45- 7 .02 RIM 494�30 % 442 IN I.E. 482.447, (119N) .22. ma 1. E. 4 =7 9. 5 (r�4T 1. E. 482. V (OUT) 1,2.*C 2 FF=491 FF=490 FF= 489 FF=488 FF=487 FF= 485 FF= FF=492 FF=49 484 1 FF= 483 75 i i 74 73 ►72 71 70 69 68 67 66 CD T PLAN SCALE: 1" = 20' 226 A -- = -482."34 --J 4 Ill. -1 S' 474:39. (IN) 4-14.03 PIPE LOCH ON BASED ON =U�ft MMM. MOW ON MAY VARY I Co�mj-.M TPAT THE LOCATIONS, ELEVATIONS,�EPTHS, AND AS -BUILT 7` ;." Tl' NU MATERViLS ACTUALL' USED DURING Co vm-NTS LE- L-C I 'TI- -1EL 3- DMONS AS CONSTRUCTi' ON, ACCURATELY REFLECTS EXIS NG r D C0N PROFILE - 133RD AVENUE SE. DETERU[r�WY 1 OJUNgpl MY DIRECT SU-.ZRVlS!G7lq ON THIS SCALE: 1" = 20' (H.), 1" = 5' (V.) DATE: v w -MORROW-POBLETE, INC. DALEY Af 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-220* NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO 13 EMMEEFUNG - SURVEYING CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND To USE STANDARD L L LAND PLANNING CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, XE WATER-113, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A i FEPIRS 9 JAN 2006 I I STAMP NOT VALID UNLESS SIGNED & DATED GRAPHC ZZ�A� 20 0 10 20 m m ( IN FEET 1 i-vLcY = 20 M 400 0 200 400 800 AREA KEY IN FEET SCALE: 1" = 400' 1 inch = 400 ft RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY,DATE;' PROJECT REF: FAC 04-0006 VItooe7l THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: fIrloy FEES �40, -f?A7-LF I DESCRIPTION' -PS F"-DM, LLC 18124 RIVIERA PL. SW., SEATTLE, WA. 98166 PHONE: 206-799-3051 MARCHINI MEADOWS AT LEA ROLL WATER AND SEWER PLAN AND PROFILE U3RD AVENUE SE. - NORTH HALF � t- -FAly"i 3LM AS SHOWN ILW4villl'.'-' 02310ENG-2004 MLD °4 IL JUN. 25, 2004 02310 105 2 t �1 20 FF= 85 �I 0 :C.04 cn C.O 1(n C.O.1(n C.O.1 v C.O.1 V) C.O.I (n C.O.1 cn U) 473.*77 in S{ cn .37 U' .26 cn .06 U' 467.97 "' 46 AIN I.E. _ Ir IN LE. = 472.897AIN i.E. = 471.75 MAIN I.E. 470.ZAIN I.E. 469.411IAIN I.E. _ AIN I.E. _ I.E. = 478.90 ,t, I.E. = 4"T�:90 I.E. = 476.00 . I.E. = 474.08 mil. I.E. = 473.t)8 I.E. - 4 �0 ! I.E. = 4 0 476.0 S 3 476. at u6 476.3t' STkAS 474.1 t STuI, 4-73.4 ►STge, - 4-7 L-S t! sTuC3 4C67.$-1 STA. 112 +5 i.00, 22.50' -4 F.H. 67 ss ' 65 64 i 63 62 61 I60 FF=484 FF=483 FF=482 FF=481 FF=479 FF=478 FF=477 1 FF=476 PLAN SCALE: 1 " = 20' 1 )0, 5.00' LT. 515-07, 48" M = 482.3*4• .4'a2.25 474.39 (IN) TOM I-- Lid LIJ V) 0 LF 8" D.1. W, 124fF 00 SISMH NO. 515-13, 60" ' /FALL RESTRAINT 4.83RIM = 4C18.23 I.E. = 445.14 (IN) 445. (OUT) 1.1E. _ -4 5 4 ,3� C(N) CN) I I 57 1 FF=471 1 EXISTING GRADE STA. 121+55.00, 5. RT. STA. 122+09.00, 5.00' RT. 1 - 8"x6" TEE MJxF -' - PROPOSE GRADE - 1- 6" G.V. (FLxMJ) 480 z _ — 2 _ 8n G.V. (FLxMJ) 27.5 LF 6" D.I. (RJ) 8" UNKIV. FLG. ADAPTER 1- 5-1/4" M.V.O. F H. ASSY. — ,� — -- 1 - 1 - BLOCK I WATER SVC. STA. 120+05.00, 5.00' RT. I TAP (TYP.) �-'' 1 - 8" TEE (FL) 11 41: ""m G.V. (FLxMJ) r-m-" 77�1 - 8 UNIV.�LG�DAPTER 1BLOCK` 470 226X- Fvc 35) SS 2 £i5 2 . q b �• 6" SSS 54.0 LF 8" D.I. W, CL. 52 (CE ENT LINED) -- 1 -T�i F 8" PVC (SDR 35) SS ---__ 0 3.3S% ROM SSMH NO. 515-08 i 123�-00 1�f: I co cv N o az �f 001 r- �f- 05 03 STA. 121+99.190, 5.668 LT.I SSMH NO. 515-09, 48" 1 I.E. = 467.195 (IN)467.5IfNi I.E. = 467.75� (OUT) 4(67. 1224-00 In r PROFILE - 133RD AVENUE SE. SCALE: 1" = 20' (H) 1" = 5' (V ) 150.0 LF 8" D.I. W, CL. 52 (CEMENT LINED) 3 TA. 119+95.00, 5.00 LT. 2.03.S SSMH NO. 515-13, 60" 290,0 LF 8" C900 (BLUE W/FALL RESTRAINT _ 6.397. I.E. = 447.E (IN) 1;5.4 } I.E. = 447.E (OUT) T-52-5 LF I 8" C900 (BLUE BRUTE) SS 121 00 (�6l 0 FROM SSMH NO. 3 AND 4t5a0 LF 8" C900 (BLUE BRUTE) SS a TO SMH NO, 514-9 d- NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A 0+ i 1" A.R.V. j 464.S3 449,13 445^•03 M ELEV )cam?. 0© 7RACT'G2' TRACT 'E' LJA0L (jk0UNDPIPELOCATION Luis -Al ION tvvij VARY. )I C('t 7;1 INN TkF. x", T-IE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BMT GCMG MATEMAL.S ACTUALLY USED DUR M 'gCCURAT'ELY REFLECTS EXISTrJG FIELD CONDITIONS AS _'_ '_ pR L�3ER MY DIRECT SUPERVISION ON THIS DALEY-MORROW-POBLEM, INC.. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 0 32 \� ENGNEE( !G - SURVEYM sIONA L EL LAND PLANNING incorporated EXPIRES 9 JAN 2006 STAMP NOT VAUD UdL€&$ SIGNED & DATED GRAPHC SCALE to 0 10 20 40 � y { 400 0 200 400 840 AREA KEY { IN FEET) SCALE: 1" = 400' 1 inch = 400 ft. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY_4?,�4_ DATE: PROJECT REF: FAC 04-0006 THESE PLANS ARE "APPROVED" FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: - n [;Arc nE Q PT,In i APPPOMEn JPS HOLD, LLC 18124 RIVIERA PL. SW., SEATTLE, WA. 98166 PHONE: 206-799-3051 FRO.,Evr MARCHINI MEADOWS AT LEA HILL WATER AND SEWER PLAN AND P1OiE 133FID AVENUE SE. - SOUTH HALE �"vlv P� LM AS SHOWN �RAw„vc, 02310ENG-20©4 SHEET 7 -- APPROVE[! MLD DATE UN �� -)nn4 "1 02710 ZJ� MAIN I.E. STA. 110+15.00, 5.00' LT. C.O. 1. E. GIRAP C SCALE " TAP EX. 12 D.I. W/ _ ! �TAJ 1112+79.2 6B ND IvfJ I L- 20 0 10 20 40 1 - 8 TAPPING G.V. TAPxMJ) .. . I ( } LID TO READ "NORMALLY1 CLOSED" 57 _ \ FF= 472 y I 1 FF= 474 1 -BLOCK { } T \ l` I I I . (ZONE LIMIT, ISOLATIO VALVE) / 44 � 2 445.77 I I ( IN FEET ) Rr nru ::. FF=471 oa _ MAIN I.E. = 445^$5 j MAIN I.E. = 0 I FF=47.. ,,,( 1 ,-.. 1 inch = 20 ft. 400 0 200 400 800 ( IN FEET ) 1 inch = 400 ft. 470 460 DATUM ELEV 440.00 0 A Ln \ , STA.113+44.44,4.34 LT. _- r _ PI -AN TRACT G2 1 Z \ I 1 - 8"x6" TEE (M xFL) z \ \ SALE: 1" = 20' 1 - 6" G.V. (FL MJ)04 ° .. 1 M I I ( \ I �\ \ 24.7 LF 6" D.I. RJ) i \ l \ \\ 1 - 5-1/4" M.V.O. 1F.H. BLOCK 11 Q 176- 51 8" 52 \ \ 2.2cf/SS/AMS 1+19fl 01 SSS 458.75 FF-473 \ C.O. IN I.E. _"4-59 \ ° C. I.E. - 00 464.4+ RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE:�cs'T`'frS'o PROJECT REF: FAC 04-0006 `y THESE PLANS ARE "APPROVED" FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: SS r ` __ NOTE: ALL WATER AND SANITARY SEWER �-4 ... . a / / C.O. AIN I IE 4 _ FACILITIES TO BE CONSTRUCTED TO CITY OF STA. 114+85.N3., 5. ' RT. '�. 464.2fi AUBURN STANDARD CONSTRUCTION DETAILS AND SSMH NO. 515-11, STuj� �\ g6a,�14 RIM = 468. � 7 g o a+� _ � \ 54 TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING I.E. - 460.6-9 (CTR.)4 0 - ©. �"� FF=472 STANDARD DETAILS: SEWER-01, SE R-04, \I.E. = 460.57,(OUT) AM,62 (0) a 0 ZC.0 WATER-01, WATER-02, WATER-03, WATER-07, 460.41 S,SE) - G" ° ° ,. ° 5 3 \ WATER-13, WATER-15, WATER-16, WATER-18, \ i SSS I.E. W.S.D.O.T. B-23A AREA KEY I,�•--� 2" B.O.V. ASSY. \ SCALE: 1 " = 400' = 6 90 i 46 t \ 555 \ \ -\ \ FF=469 \ I I I I I i I FF=465 TAP EX. 12" D.I. W/ 1 - 8" TAPPING G.V. (TAPxMJ) LID TO READ "N RMALLY CLOSED" (ZONE LIMIT, IS LATION VALVE) I - Rr nnu STA. 110+2 .00, 5.00' LT. 1 - 8" CROSS (MJxFL) 1 - 8" G.V (FLxMJ) 1 - 8" BLI D FLANGE W/ / 2" I.P.S. TAP FOR B.O.V. ASSY. / 1 - BLOCK / EXISTING GRADE POS�D GRADE 147.0 LF 8" D.I. W, 1 CL. 52 (CEMENT LINED) U 203.9 LF 8" C900 (BLUE BRUTE) 0 t@:89% FROM SSMH NO. 515- 7�11.1 0 d- oo� 10.0 LF 8" D.I. W, CL. 52 (CEMENT LINED STA. 110+05.00, 5.00' T, SSMH NO. 514-91, 48 RIM 454.b`S +54:,rjC I.E. = 446.% (IN) 44+.14 %-Z.-5LF8"C0(BLUE 167.6 BRUTE) SS 0 0,.`0. 0.561 TAP (TYP.) z 1" A.R. 107.3 LF 8" D.I. ASS (CEMENT LINED) 1 - STA. 111 +7 .00, 5.00' LT. 1 - 8" TEE (FL) 2 - 8" G.V (FLxMJ) 1 - BLOCK SSMH NO. 515-13, 60" W/FALL RESTRAINT �- RIM = 5.13 I.E. = 447. (IN) 15'I& LF 8" C900 (I �5-03I.E. = 447. OUT BRUTE) SS 0 0 I,E.= 454.33(N)(1W e PROFILE - SE. 310TH PLACE AND 133RD OURT SE. SCA E: 1" = 20' (H.), 1" = 5' (V.) ColCD I � o0 9� . 5• BEND (MJ) 1 - BLOCK STA. 113 + 13.27 , 12.13 ' LT. STA. 113+T4�, LT.! SSMH NO. 515-12, 60"1 W/FALL RESTRAINT" 470.?O RIM = 446:15t-E. - 4 . I.E. = 448. 3* (OUT) 446. 0, 200.OT96-8 LF 8" C900 (B UE 155 PRUTE) SS 0 0-5Q% FROM \tQ SSMH NO. 515 10 \ \0 •�/6/ F1 ft% C-110 y 57.2 LF 8" .I. W, CL. 52 (CEM NT LINED) 13.9 LF 8" D.I. STA. 113+44.44, 4.34' LT. 1 - 8"x6" TEE (MJxFL) 1 - 6" G.V. (FLxMJ) 24.7 LF 6" D.I. (RJ) --4-6-8 - - " F.H. A 1 - BLOCK STA. 13+32.12, 7.36' LT. 1 - 5• BEND (MJ) 1 - LOCK y Lr o 1. VV `OLVC • • v - BRUTE) S 0 S-3f�% � 2q 121.0 LF 8" D.I. W, CL. 52 (CEMENT LI 6" SSS (TYP. ) STA. 114+64.19, 5.00' LT. 1 - " CAP (MJ) 2" I.P.S. TAP FOR B.O.V. ASSY. 1 3LOCK 6 SSS }" SSS STA. 114+85.3-1, 5.09' RT. SS H NO. 515-11, 48" RIM 468.62 j I.E - 460.62 (cm.) 460.47 I.E. = 460.784 6" (E & S) IN 460.�l TUItES. ACTUAL LOCATION MAY VARY. 0 I CONFh M THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT !� COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETER - D R MY DIRECT SUPERVISION ON THIS ')ATE: 110+ S* LE- = 4 45 . U6 (I N) CSW) 111 +00 112+00 113+00 �4_1 9 Lik SC.Oi SSS 1 72 FF= 49 71 FF=48� 5 C.O. SSS 70 FF= 488 3 C-Oi sss I 500 490 9 400 0 200 400 800 AREA KEY ( IN FEET ) SCALE: 1" = 400' 1 inch = 400 ft. STA. 126+21.00, 5.00' RT. 20 -8"X'F' TEE- (FLT {FL-xMi) FF=492 1 1 - 4" G.V. JLxMJ _ 1 - 8" UNIV. FLG. ADAPTER 1 1 - BLOCK I \l AlAl 1 C - A-7Q �b I7 JIN. IL0'YI I.VV, V.VV LI. - - ""' SSMH NO. 515-05, 48" I.E. = 481.33 (C .) 4531.37 RIM = 488.3Z AS%.13 I.E. = 481.-b6• (OUT) q8 ,32 � I.E. = 46 (IN)A77.9S 26 I.E. _ -. 6--(OUT)477.88FF 489 PLAN SCALE: 1 " = 20' --1 WATER SERVICE NOTE: MAINTAIN 27 MINIMUM 2-FOOT SEPARATION BETWEEN CORPORATION STOPS. FF=487I j EXISTING GRADE I PROPOSED GRADE , .3 I -- . I.C. = Ircyth-41AU %0--r I.E.= 477.$1� (CT 77.50vi' 132 rr=�+io� SSS T48 q7$.v MAIN I.E. = 477.E .31 a 3.%FF=485 I.E. = 477.76- (OUT) 77 9 C.O.I 1 80 1 STA. 124+2�Z, 5.00' LT. 'E:9. I.E. = 481.196 F�=485 .. STU% 4�i(.8 I SSS � .... 23 65 SSMH NO. 515-07, 48" I - 1 42. 2 S --J $ JJA4=488 F = 482 33 1 I.E. _= 474.39 (IN) 474.03__C.O.1 1 76 FF=486 I.E. = 4S3.0+ SSS ° a I I.E. = 4`*29 (OUT)973.93 C.O. - - , n W _ PLAN F SCALE: 1 " = 20' 'SS I E -= 4�2.Zt WATER SERVICE NOTE: MAINTAIN %•0•T MINIMUM 2-FOOT SEPARATION BETWEEN CORPORATION STOPS. --C47 I . E. = 484. I STUB 4 $4. t 24 F =487 25 FF= 489 ' 1- 8"x4" TEE (FL) I WA. i i i +ci . UU, Z)AlU L i. 1 - 8" G.V. (FLxMJ) 1 - 4" CA (MJ) 1 - 4" G.V. (FLxMJ) j I.P.S. TAP FOR 1" A.R.V. ASSY. 1 - 8" UNIV. FLG. ADAPTER 1 - LOCK i 1 - BLOCK 116. LF 4 D.I. W, " L. 52 ( I EMENT LINED) cV 0 i d 170+00 WATERI SVC. TAP TYP.) .8 PVC �- 0... r� 6" SSS 6" (�)� _6" �7 2.5D . SSMF� NO. 51�5-04, 48" 1449.23 217.2 RIM = 489.53 2t3 LF 8" PVC (SDR 5) SS I.E. = 481.5,3 (CTR.) 4?,1.37 0 0.50% FROM SSMH N . 515-03 AND I.E. = 481E 6" (NE &E) IN 481.42_ F " PV R DATUM ELEVI.E. = 81.�t& 8" (W) OUT ga1.32 0 2.07% TO SSMH NO. 15-07 475.00 i oq 1 001 00 00 ai t �1 -t STA. 169+95.00, 169+95.00, 5. 'STA. ' RT. SSMH NO���171+00+00 - RIM = 488.M .13 I.E. = 47&26 (IN) 477.913 I.E. = 478-+6 (OUT)477. Sb PROFILE - TRACT 'B' SCALE: 1" = 20' (H.), 1" = 5' (V.) CV C6 10 -.Ir 172+00 I EXISTING GRADE 490 STA. 180+05.00, 5.00'1 LT. 1 - 8 x4 TEE FL j PROPOSED GF AIDE 1 - 8" G.V. (FLxMJ) i 1 - 4" G.V. (FLxMJ) 1 -BLOCK V. FLG. ADAPTER _�- z� 116.0 LF 4" D.I. W, !' CL. 52 (CEMENT LINED) I n I i� N 00 180+00 1-54- 5 LF 8" P VC TAP TYP. ) SDR 35) SS O 2.5W. 138.6 j 6" SSS J TYP. STA. 18 +33. 5.00' RT. l86 7 SSMH NO. 515-06, 48" "I T82:0 LF 8 'PVC (SDR 35) SS I.E. RIM = 485*81:55 = 477.1% (CTR.) 477-SO 2 FRA M SSMH 2 Io 9 AND I.E. _ (2) 6" (E) IN477. SS 226.0 LF 8 !PVC SDR 35 SS DATUM ELEV - „-(-A d 0 2.85% TO SSMH NO. 515-09 470.00vv) 4-� N 00 ono 00 -4- STA. 179+95.00, 5.0 ' RT. S�A. 181+21.0U, S.UU- LT. 1 - 4" CAP (MJ) I.I.S. TAP FOR 1" A.R.V. ASSY. 1 1 - BLOCK (2) 1 6" SSS 1-0 - RIM = 482.34 .25 181 +00 '' 9, 182+00 I J I.E. = 474.39 (IN)g74.03 - - - - I.E. = 47 9 (OUT) 4'13 . c3 3 LjODERGROUND PIPE CATION MAY VAR'YLOCATION BASED obi SUrcFAc FEATURES ACiVAt PROFILE - TRACT 'C' I CONFIkM THAT THE LOCATIONS, ELEVATIONS, DEMIS, AND AS -KW SCALE: 1 " = 20' (H .) , 1 " = 5' (\v .O IMEN1'S REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACgURATELY REFLECTS EXISTING FIELD CONDITIONS AS ;DETER Y OR ER MY DIRECT SUPERVISION ON THIS ,TE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE:l- -O,f- PROJECT REF: FAC 04-0006 gAtlo-Yy► THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: I I - - - I.E. = 467.75,(OUT) 467.21 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. +d I STA. 122+09.00, 5.00' RT. 37 -'I -8"x-4- TEE- (FL)- - FF=481 - a- - 8 G. . 4L-xMJ) - - - I 39 1 - 4" G.V. (FLxMJ) FF=483 ° 1 - 8" UNIV. FLG. ADAPTER E I 1 - BLOCK 33 1 MAIN I.E. _ 4 AIN I.E. = 468.?Y&.(o4 I I.E. _ 8-9C1 a 0' . I.E. = 474.D9 4'74.7f FF=479 Q?7 . (+ 40 SSS STUB STA. 191+21.00, 5.00' LT. 1 U) C. 0. �F=482 ° 1 I.P.S. TAP FOR 1" A.R.V. I " ASSY. 1 3/4 1 -BLOCK �-- - - - - +.. I . e I.E. = 476.8+ -: I: �� . .116.0LF4 W .. .. .. �� C.O. - - ° TR CT , . . .. _; L 1. . 4" W - - _ I ... .. cAcc.�ur�mr) 6 l s� ® .. . FF- 479 sss +00 � I.E. =4s?S .$+ C.O. ,- - a - - - .SV74. `r - 1 AI I.E. = 464.92 STA. 191+33.5% 5--69. T� SSMH NO. 515-08,7 MAIN I.E. =472.25 C.O. I.E. = 472.00©5 o31 q 0. STA. 121 +99.` Q, 5:69' LT. RIM = I.E. = 472?41_(C*) 1 479. S7 A�'2.02 I- 1SSS SSMH NO. 515-09, 48" RIM = 475.8G..5 ( I.E. = * 6• (0 T) �I7 (*$-7 I.E. = 467.85- (IN)467.51 44 142 A I I.E. = 46756 (OUT) FF=477 --4&7� 43 I IF=479 PLAN ( FF= 479 SCALE: 1 " = 20' WATER SERVICEMAINTAIN MINIMUM2-FOOT FOOTSEP SEPARATION 45 BETWEEN CORPORATION STOPS. I FF=475 PROFILE - TRACT 'D' SCALE: 1" = 20' (H.), 1" = 5' (V.) NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. H� AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX. 253-333-2206 o 9 F�FC 32 ENGINEERING - SURVEYING SIONA L ED LAND PLANNING incorporated EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SINNED & DATED RFV. ND. I DAFE I OESCHIPrION I ArPRO,V,D l lf-NT 1 JPS HOLDM, LLC 18124 RIVIERA PL. SW., SEATTLE, WA. 98166 PHONE: 206-799-3051 PRvu,,,(I MARCHINI MEADOWS AT LEA FULL WATER AND SEWER PLAN AND PROFILE TRACTS H, 'C' AND 'D' °RAwN 81' LM KCAL AS SHOWN -WING 02310ENG-2004 9 APPROVED MLD "ArE JUN. 25, 2004 02310 1:AFROJI '\07 310 MARCH/NI\MARCHINI-(00 -2004 UNLy,�( 3j�5i' zg0yl D1 400 0 200 400 800 I i I AREA KEY IN rm) SCALE-, I = 400` I inch = 400 ft 3 4 5 2 FF= 496 FF=496 FF=496 FF=496 STuD ICE. 4"30.15 s-Tp4asi-67.25, 12.9�LT. STA. 129+00.97,1 22.50' LT., F.H. STA 1 8+ -n' 12.5W LT. �O. 515-cn02, 48" 494.. (A RIM - 494' sTQ 5 *3015_�C.O. C.O. 482.4W (IN (I:212. 22 MAIN I.E. 482JR136 .E. - 482:37- (OUT�) C'O. I.E. �4So.At J� r SIP 00 '314 w B /4s6.9+ C.O. w I.E. = "N STA. 140+25,00. 5.00LT. • .2 CUT -IN TO EX. W D.I. W/ w 8 LF r 04 1 - r TEE n) mm MODI Qp 0') 14- ij EXISTING GRADE PROPOSED GRADE A W. CROSSING 490 490.34 1 ('10i SS CROSSING I.E. = 481.95 DA 9 oo� Lo Ln 221+00 220+00 PROFILE - TRACT 'A' SCALE: 1"= 20'(H,), 1"= 5' (V.) M% MR 'VAf ELE V 180. 00 4IN 1. O. LE i f � i � .lift. "_W. 9 10 8 FF= 496 FF=494 S-Tu -'� I.E. .0y STA. 1�+�4.69, 36.M LT. 8- CAP (MJ)C.O. I.E. 4&4,5 4 S ASSY.P �I; B.O.V. 2- I.P.S. TAP I - BLOCK STIAI�, IAIN I.E. 483.351 IIIIiAIN LE - 483.51 %0. I.E. 49+700 3m 0 -O-I.E. Ale FF= 490 AS9.062 C.O. on 0 IV qw 2" B.O.V. ASSY. --- d STA. [-SO + SO .27, 3.1 - -4 4 STA, 130+ 80. 324LT- SSMH NO. 515-01, 48" RIM = 491.5C 491 .45 I.E. = 483.56 (CTR.)4S3A5 4 I.E. = 483.54 2404 C.O. I.E. = 4%3.74 (4E I _SE) I.E. 484.9 -j X 12 + FF= 489.5 + t PLAN SCALE. I" = 20' m m LOCATION MAY VARY GRAMIC SCAIX.- 0 iD 20 40 42 -Ile M.V.0. F.H. ANY FF= 479 446.241 OCK r MAIN I.E. m 44"1 �15,0. I.E. ft 47*4110 It I inch 20 fit. 45 FF=479 1 41 FF-475 th ��_ _J L F'F:=479_ — 0+1sL 4-71.6tt 49 _4 31el W FF=477 3) 461 7 48 1 31-10 j FF=474 FF=475 Ic I I I FF= 4-72 1 1 1, ITAi 112+79.26. 5.00' LT. I - 22.5v KW (MJ) f 445.41 I BLOCK .E. *48436I MAIN I.E. ! 44* 77 E. 467-00 I.E. 46W.W A46.0�) DIDj I (oliLl -7MAIN-461. E I- I I.E. *46:30-%A 1" A.R.V. ASSY. )' LT. STA. I 1 13 -27**'� 1 LT. I I )APTER STA. 113+14:46, ft-55' LT. SSMH NO. 515-12. SCOr* TRACT W, FRESTOA4T)A70 E I.E. - 446.'34 (IN)446, I.E. = 446.24 (otjlr)44. PROFLE - TRACT'd I CONFIRM TEAT THE LMATIOWS, ELEVATION% DEPTHS, AND AS43tW COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING SCALE: I" = 20' (H.), 1" = 5' (V.) CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIM AS IDETERN _Z MM&W&ER MY DIRECT SUPERVISION ON THIS DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY. DATE: TITLE/POSITION: 0 CONFIRMED BY CITY,/W DATE:,-1--ox- PROJECT REF: FAC 04-0006 THESE PLANS ARE "APPROVED" FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: STA. 113+32.12, 7.36' LT. 1 - 45* SM (MJ) 1 - BLOCK - _!ss I I.E. 446.70 200 D I.E. 47&.W - jcj&A 1;r An SAN. SEW. EASEMENT STA. 113+46.14, 28.97" LT. F.H. 457-44 MAIN I.E. 449.41 CO,*9s's ". I.E. 469-.00 '9r45 46c I R-M SCALE. I" = 20' EXISTING GRADE AQ^ PROP6S,D GRADE . ... ............ SSMH NO. 515-12, 60- W/FALL REST RAIN T RIM =*7+.-2,c 470-20 I.E. (IN - CHANNELq,56.AS FOR INLET OM EAST) I.E. (OUT) A 4 6 .1 7 `t I T6*4. LF 8" C900 fiBLUE BRUTE) SS 0 8-W% NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A a A -MORROW-POBLETE, INC. DALEY 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 FSS�ONA L EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNED & DATED j n cc, rpo roted ENGINEERING - SURVEYING LAND PLANNING No. f )ATF JPS HOLDING, LLC 18124 RIVIFRA PL. SW., SFATTLF, WA. 98166 PHONE, 206-799-3051 MARCHINI MEADOWS AT LEA HILL WATER AND SEWER PLAN AND PROFILE TRACTS 'A', F AND V LM AS SHOWN 02310ENG-2004 10 41PIR0IIED MLD JUN. 25, 2004 02310 OF 15 0 Z6 JL' ; X'o a-9- 72- 1 FF=493 STA. 71+41.14, 25.00' RT. CUT -IN TO EX 8- D.I. W/ 1 - 8- TEE (FL) 2 - 8- G.V. (FLx#AJ) - 8" LHV. FLG. ADAPTER 1 - BLOCK cj rn EX 8" WATER COVm (FROM RECORDS) 75 74 68 FF=492 s FF=492 73 72 71 70 69 T7r_'_AQvl cri I,- 00 00 71400 400 0 200 400 800 =I I AREA KEY ( IN FM) SCALE: 1 400' 1 inch = 400 ft. ME 'OTINE GRADE PLM SCALE: 1 " = 20' 69100 )FLE - 13M AVE#JE SE. SCALE. 1" = 20' (H.), 1- = 5' (V.) RECORD DRAWING CERTIFICATION T14ESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE:kr_ojr_' - �i' EXIST.. �aA__ " " .w AST. SSY. CONNECT TO EX 8" D.I. CITY OF AUBURN STDS. PROJECT REF. FAC 04-0006 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED:4!6 001 67 66 FF=484 FF=483 2&00* RT. 65 FF=482 NW 8- D.I. WATER, CLX2I (CEMENT LINED) 1 EX'[1 2" WATER 3. 5' MIN. COVER ... -0 ­ — (FROM RECORDS) Lq oloop Ln P68 UNDERMOUND PWE LOCM-iuN BASM SURFACE FIMM RES. ACTUAL LOCA(}TION MAY VARY 68-0NFIRM THAT TfIE LOCATIONS, ELEV�XTMKONS, DEPTHS, AND AS -BUILT 67t00 COMMENTS REFLECTING MATERIALS A TUALLY USED DURING v L CONSTRUCTION, ACCIMATELY REFLECTS EXISTING FIELD CONDITIONS AS DETER YW" IDOER MY DIRECT SUPERVISION ON THIS WO, 2DD8 DATE: it l4w NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A ( IN FEET ) I inch 20 ft. 64 1' FF=481 63 RELOCATE EX F.4. I FF= 4719 TO BEHIND NEW To GTf I OF AUBURN 04 i 0 CD 495.7 LF 87 D.I. W, CL 52 (CEMENJ LINED) 1 66� 40 • • &5 a CA j FF= 482 I FF= 481 } � I q , 4 3 j 62 1 FF=479 j FF=478 { I I i f . 495.7 LF 8" W �• 0n !! •. ! NO • + 49 of X • 468 2 • i .: 51 + EX. FF=46 (FIE RIFY)'o Q: : � 00 L con 495.7 LF 8' CL. 52 (CEMEN- N 8n t t t t t t t t :: : _ * . C�iA 20 0 10 20 40 FF=477 FF=476 FF=475 FF=473 FF=471 Ia�� I I 1 I 1 (b7.( ) {{o STA. ��0'j �. ' 45VRT�MJ � !L+c 2" B.O. V. SSY. S��' s W� ... . ? ,�. �, .Nm'l vjg mm" ti 4-4 i 1 ✓.. -. �__... �._ �� ,� ''fit '�� ��.�+� �++� � �w . `.+--a�x..m .. • ! R! !! e 12 a A a STA.„:, s - ADAPTER ` -707 ,! VERIFY (EX. F.F. cr 2" I.P.S. TAP FOR B. tf !� • r" :" ., * PROVIDE f PA PER CITY OF BURN AUSTDS. 12 W LDB 0 O V !^ O 0 Lo — ——��� (D LID SSMH NO 51 11, 48. srA.to0+74.9, R2 � �`' _ 4 `I.sl I----------------- � A 7+29.14 - I.E. = (IN) 444.14 l (132ND NAY SE. STA. �.� 99+5 7, 22.i ' f. I.E. = (OUT) 444.0g I f 1 + 2, ' LT.) _51- \ 4S.0(N) (sv) elV9 SSMH NO, 51 — W/FALL RESTRAINT I.E. = N) FLAN RIM = 4»eA 468.3 = 442.95 I.E. = 42 (IN) 44 1.95 SCALE: 1 " = 20' I.E. — 4*2-.-22 (OUT) 44 (. PAS UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFjp M TI'AT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BUII.T cohoawS REELECTING MATERIALS ACTUALLY USED DURING CONTSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETER=Y 2UNDER MY DIRECT SUPERVISION ON THIS nATE; PRC E -132ND AVENUE SE. SCALE: 1" = 20' (H.), 1" = 5' (V.) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TI TLE/POSI TI ON: CONFIRMED BY CITY. DATE:6-.T- r F'KUJL(; I KLI-: F AU U4-UUUb THESE PLANS ARE "APPROVED" FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: 400 0 200 400 800 AREA KEY ( IN FRET) SCALE. 1" = 400' 1 inch = 400 ft,. NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A •;R���_ J1-:'0 MAFt(lifiVflM1%1CH1N7 CCU-2G� �G � 470 ._._ jfi3 , ^,_.� fit ^^Q (132ND WAY SE. TA. I Lv Q�+.74.a°�, . 9 100+ 424 LT.) SSMH NO. 514-oo> 95 60" 46$.37W/FALL RES AINT�6 O RIM = 4F�0 (ADJUST TO BADE PER CITY OF AUBURN TD;A�41 )I I.E. = A!& I.E. _ 442 2 (OU T) 441. 535 . 11�10 102{+-00 1 1 I 400 0 200 400 800 AREA KEY ( IN FEET ) SCALE: 1" = 400' 1 inch = 400 ft. 00♦L U iJJ I`_ W EXISTIN� GRADE j I �.r I � loltoo STA. 100+1! 332, 42-W' LT. SSMH N 514-95, 60" 46$,372 W/F�LL RESTRAINT RIM = 43:80 (ADJIJST TO GRADE PER CITY OF Al-l-BURN-STDS.) I.E. 1= 442 (IN)4A ASS I.E. =�(OUT)441. 1d5 24 $.$ I I .'24 0 LF 8" C900 (BL E BRUTE) SS 0 0'52% TO SSM NO. 514-96 OAOy. I 0 :m- s IZ qgv SSM `� o o _ L — RIM = 46 . JUST TO GRADE \ ° il`�, PER CITY URN STDS.) 4" WHITE FOG LINE I.E. - 43.05 (IN) --- % \ (TAPER 35:1) = 442.95 (OUT) PLAN y0 _ 448 SCALE: 1 " = 20 V) t_ w i TA. 100 N0+�35.32, 22.00' T. 5 4- 4 S .51 9 W/F R S T R { PER CIT AUBURN STDS.) I.E. 442 .9t 9 N) = 442,49 ( ) STA. 99 ALI , 42-S' RT. STA. 99 , 463.54 SSMH NO. 514-M 48" 514 - c32 RIM = 46t-50 (ADJUST TO GRADE PER CITY 07 AUBURN STDS.) I E. = 44-395 (IN)442.86 LF. = A5 (0t1T)442_T(. 1190.1 j PROFILE — 132ND WAY SE. SCALE: 1" = 20' (H.), 1" = 5' (V.) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: fp".T PROJECT REF: FAC 04-0006 V -/ofl / THESE PLANS ARE „APPROVED" FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: \ \ \ \ I \ \ i \ 98 00 1440 \ O A -- \ oo \ UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. \ \ I CONFIRM THAT THE LOCATIONS, ELEVAT, DEPTHS, AND A94MX1 COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISMNG FIELD CONDITKINIS AS DETERMINE ME UN�R MY DIRECT SUPERVISION ON THIS DATE: � NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A FL N(, DATE DALEY-MORROW-POBLETE, INC. I,fNT JPS HOLDING, LLC W 726 AUBURN WAY N. 18124 RIVIERA PL. SW., SEATTLE, WA. 98166 0 H AUBURN, WASHINGTON 98002 PHONE: 206-799-3051 PHONE: 253-333-2200, FAX: 253-333-2206 MARCHNI MEADOWS AT LEA HLL �o 13 �� �c SEVER PLAN AND PROFLE �F �� ss'o ENG9I EEF ONG - SURVEYtf Q �33 WAY SE. (�) A L E�G� LAND PLANNNG incorporoted DRAWN Qv LM SCALF AS SHOWN DRAWING 02310ENG-2004 SHEET 13 EXPIRES 9 JAN 2006 aPP OV'O MLO DATE 25, 2004 `)Oe# 0231.Q OF 15 STAMP NOT VAK) UNLESS SHED a DATED ,JUN. '.W'ROJFCT\D2-310 MARCHINI\MARCH/NI-LDD-70@V%-4*0\*VjnE*v"04, MAIN I.E. 440.76 I.E. =445-00 ot .4 ID5.4-1-F 8-, ss 0 075m 49 EXIST. REMOSHED VE OAO�; 48FF;--450 L 77 -S+ -7E T I y STA. 77, 1 6W STA. Z*5*T*-40 SSMH _96, 48" -1 N0- 4 ,447. 7 R 1 1 I.E. = *444,0& (IN) AAO I I.E. = .\ UT) (tN)440.? 44M p r-/L-, ml V-tv^ M11-4., r-E CITY OF AUBURN STETS. ------------------- PLAN W,CALE: 1" = 20' 4,4Z7Z% kVU J) -tq 1. 0--3 szl:k� 100+36.32, 22.0 174HN - 514- , T; LL3x PROFILE - FUTURE SE. 309TH PLACE AND ALONG PIPE SCALE: 1" = 20' (H.), 1" = 5' (V.) NOTE: 'BRANDON MEADOW IS A PRELIMINARY PLAT AND IS SUBJECT TO CHANGE. CONTRACTOR IS TO VERIFY LATEST BRANDON MEADOWS DESIGN AND COORDINATE WITH ENGINEER PRIOR TO CONSTRUCTION. UNDERGROUND PUS LOCATION BASED ON SURFACE FEATURES, ACTUAL LOCATION MAY VARY I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS43UELT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETEY (IR J&DE&VY DIRECT SUPERVISION ON THIS . r App- DATE: AM NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A 400 0 200 400 800 imoli 11 AAE-A KEY IN FEET ) SCALE: 1" = 400' 1 inch = 400 ft RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY Z!52�� - DATE:6-XICtf" PROJECT REF: FAC 04-0006 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERI DIVISION GI : N ZEERI REQUIREMENTS. APPROVED BY: DATE APPROVED.A'� ,/ 17(, A,�4'�llfllf�1),Ilr,IVI-11,l,-,,,,(,, ofTn'-/ ( l28 O 04 O 1 1 SE. 309TH PLACE I V�\, I ( EX. SSMH (AUBURN NO 514-53) I 1 I �I, RIM = 432.95 (MEASURED) I I I I I.E. = 424.65 (MEASURE? - EX. OUT 1N,) I I I.E. = 424.75 (NEW 1N E.)39 38 I _ FF= 447 TACT B FF= 44400 I I �431.79 MAIN I.E. I _ 429.24 � I MAIN I.E. 432-33 1. E. 419-eO �,,�__S► It Py to 4 3i3.7 �` I STUa E 4 8E) O I I V) cn 4 1 �- I Q) -------_ - C.O C.O. i 20' SANITARY SEWER EASEME T N 'i 43 41 II FF=465 FF =456 436,g2 42 �5 44 MAIN I.E. = c�• FF=452 �`� t.Q 1. E. _ 45t-.W 459 ,-- 5TL(S cn 449.5-t E. = 4 ..i-S � I.E. = 454:90 POT INSTaLEp 2 ST 4 53.6 � 34 3 � � v� � u a MAIN I_E. 45:42 ; -- - � `e7Q. I.E. O -AC. sss sTu 446.7 - C.O.C.O. - C _ � '\T ' I. - 45 . 00 C.O. /� J 44 FF=464 C.O. F --- VA o �� L----� 45 to li tti��ii 'f tf, 11+— oM:11-0. I.E. - FF=460 TA. 3+� 77.3, S.'�` RT' -000 MH NO 514-97 48" II I I i -OCT -m - Ir- „ - _ _ - -- RT THIS TIME i 7\\\ - - - - - - - --- - ��70( ,139 LF 8 SS tTSB^iio Tc.o- ,. I II I j M} vy - , II ! I I i Aoft z3O.3 „ 1 MAIN I.E. = 432.78 - � - ST + �3 6.'B RT 229-:4 LF 8 II A.l 48� �� SS I C.O. I.E. = 439.00 \e r , MAIN I.E. = 435.68SSMH N 514-98, �8� 6.00l � .! C.O. E. = 442 00 - - - II 43,771 I II I ! I I.E. RIM -. (IN) 42.6.2(, TRACT'A` � i I I �. ss�s \ - - - 0+52 I I.E. = 425-45 (OUT) Q26.0LS \ FF=444 I'4,9 MAIN I.E. = 440.76 C.0. I.E. _ '445.00 FF=447 I aJ 4$ tiO3.G LF 8M PLAN FF=450 10 t•4 RI = .i§' 4S2 . S3 \ I.E. - 440.43- (IN) 440.13 I.E. = 440:3-3, (OUT) 17 i TRACT_ ' MAIN L-E. -4--40-.75 ' �SSS C.O. I. E, = 449.00' 0+ 4 +C. 0. ~ �. 46 FF=455 \ Q� 47 �. I � F"4 1+00 2+00 3+00 4+00 / 5+00 PROFILE - FUTURE SE. 309TH PLACE AND ALONG PPE SCALE: 1" = 20' (H.), 1" = 5' (V.) 5, 13258 • ._ JANUARY 9, 2D UNDEROROUND PIPE LOCATM BASIS ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIBLD CONDITIONS A$ DETERM ,pY ME O UND MY DIRECT supERViSION ON TFUS DATE: NOTE: ALL WATER AND SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, WATER-01, WATER-02, WATER-03, WATER-07, WATER-13, WATER-15, WATER-16, WATER-18, W.S.D.O.T. B-23A GRA. - - SCALE 20 0 10 20 40 ( IN FEET } I inch = 20 ft. 400 0 200 400 800 AREA KEY ( IN FEET ) SCALE: 1 " = 400' 1 inch = 400 ft. NOTE: "BRANDON MEADOWS„ IS A PRELIMINARY PLAT AND IS SUBJECT TO CHANGE. CONTRACTOR IS TO VERIFY LATEST BRANDON MEADOWS DESIGN AND COORDINATE WITH ENGINEER PRIOR TO CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE:'�� PROJECT REF: FAC 04-0006 THESE PLANS ARE "APPROVED" FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 1 APPROVED BY: DATE APPROVED: L0 O r O = _ U-) m �--� ui STA. 169.4 ,66.90; SSMH NO. 31,ti5-14,`� UJ Q "A.E. _ . :�1 `i QUT) 441a.03 'yui I.E. = 1 (IN),RIM - 456-28 44c)A 4 S8.3L, ISH GRADE i cn z d / (PROPOSED FINISH GRADE I + w 470 ( V ! 470 w0 ! Q / w ! QIr. / ~ EXISTING GRADE OVERE PIPE C/L j Lu z o / z w PROPO ED FINISH GRADE _ / Q _ v 460 , - ' 460 / — _J / — Lu C, Q 0 450 I 450 4S" LF 8" SS PVC (SDR3)00.50% 0,40 440 �I d-1 Lq Ln �r- d- SANITARY SEW R PROFILE HORIZ. SCALE: 1" = 20' VERT. SCALE: 11" = 10, _ NOTE: ALL SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD DETAILS: SEWER-01, SEWER-04, W.S.D.O.T. B-23A CALF 48 HOURS BEFORE YOU DIG 1-800-424555 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: jp-j GZS d- 'STA.1b1+77. 3,37.35` RT, STA: 2 24.79 SSMH NO. 51 10, 48" ROA 461.90 I.E. = 447.E (IN — At EL A47.113 FOR INLET FROM WRTH) I.E. = 447. (OUT) 447.09 PROJECT REF: FAC C 00 STA, 16177.93 , 37 .�15 RT. I \ STA: 245+?4.79 (TRAIL STA. 1 1+78-.80, " RT.) NO. 515-10, 48" RIM � 461.90 I.E. - 447. (IN - CHANNEL FOR 447.13 INLET FROM NORTH) I.E. = r44733 (OU 44�7.0`3 PROJE T REF-, FAC 04-'0 UN ER SIePARATE PERMIT � I I I 'f I I I PROJECT REF: FAC 04-0006 , 4 y � THESE PLANS ARE "APPROVED" FOR o CONFORMANCE WITH THE CITY OF Z AUBURN'S ENGINEERING DIVISION a REQUIREMENTS. �o�F �Fc 3 APPROVED BY: Q�.� _ � )SIONA L DATE APPROVED: 0/// f 6 EXPIRES: JAN. 9, 2006 I I I I I I I II. II I I I I DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 L f - P EN LAND PLANNtNGYING incorporatWERNG - SURVE-fed 290.0 LF 8" C900 (E LUE BRUTE) SS To SSMH NO. 515-12 440 N Sri 245+00 .• I 0 5 10 20 SCALE 1 " = 20' jAmumnll we Elm UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCUR TELY REFLECTS EXISTING FIELD CONDITIONS AS DETER O D MY DIRECT SUPERVISION ON THIS DATE: REV. NO. I DATE I DESCRIPTION APPROVED CLIENT JPS HOLDING 18124 RIVIERA PL. WS., SEATTLE, WA 98166 PHONE: 206 799-3051 PROJECT MARCHINI MEADOWS AT LEA FNLL (TAYLOR DEV. EXTENSION) SANITARY SEWER EXTENSION PLAN AND PEE DRAWN BY SCALE 1" c 20' DRANANGO41 QS-SS-EXT SHEET H. -- APPROVED IVI , L.D. DATE 08 12 O4 JOB# 04-105 OF ---- -- IAPROJECT\04-105 TAYLOR DEV\DWG\0231O-SS-E RAYOUT.• SW21 4701 PROPOSED Fj 460 NORM 0 5 10 20 SCALE 1 20' 4401 DERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACrUAL NOTE: ALL SANITARY SEWER FACILITIES TO BE CONSTRUCTED TO CITY OF OCATION MAY VARY. AUBURN STANDARD CONSTRUCTION DETAILS AND TO USE STANDARD 1 CONFIRM THAT THE LOCAnONS. ELEVATIONS, DEPTHS, AND AS -BUILT CONSTRUCTION NOTES INCLUDING BUT NOT LIMITED TO THE FOLLOWING STANDARD COMMENTS REFLECTING MATERIALS ACMALLY USED DURING DETAILS: SEWER-01, SEWER-04, W.S.D.O.T. B-23A CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS IMVM 2MI DETE%Mnp &W OR UNDER MY DIRECT SUPERVISION ON THIS REV. NO. DATE DESCRIPTIONI CALL 48 HOURS BEFORE YOU DIG j 1 -800-424-55)]5 0 CA cla In to W: zo L) LAJ w (A le 0 N O 400 0 200 4C)0 B00 ( IN FEET ) 1 inch = 400 ft. f\ 41 2 EXISTING HYDRANT AWA KEY SCALE: 1 " = 400' ' 132NU NEW HYDRANT SEE DETAIL, THIS SHEET PLAN SCALE: 1 " = 20' d. + + + + 44 + + i 4� 120 SUCT..... ....,.�,.... BOOSTER PUMP SKID PACKF TO BE ENCLOSED IN A WC _ SHED W/LOCK CONNECT TO 2-1 /2" PUMPER PORT WITH: — 2-1 /2" FNSTx2-1 /2" MALE I.P. ADAPTER /"" ^ " W/NIPPLE HING — 2-1 /2"x4" ;PVC) SLIPxSLIP EXISTING FIRE HYDRANT CONNECTION N . T RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: (SOC 40 )RANT PROJECT REF: FAC 04-0006 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: BOOSTER PUMP SKID DETAIL SCALE: 1/2" = 1' — 12"0 BLIND FLANGE W/4"O TAP — 4" MALE I.P. ADAPTER 12"0 SUCTION MANIFOLD 12"0 DISCHARGE MANIFOLD 0'l--o GRAPHIC SCALE 20 1 Ci 20 40 ( IN FEET ) 1 inch = 20 ft. .....IFOLD 3/4" PRE`. RELEASE � 4"0 PV NEW R PUMP SKID TO BE FURNISHED WITH: 0 H.P. PUMPS H.P. PUMP ROL PANEL AL. PRESSURE TANK SUCTION MANIFOLD DISCHARGE MANIFOLD CONNECT TO 2-1/2- PUMPER PORT WITH: — 2-1/2" FNSTx2-1/2" MALE I.P. ADAPTER lrrLr- - 2-1 /2"x4" SLIPxSLIP NEW FIRE HYDRANT CONNECTION [vj ; 2"0 BLIND FLANGE W/4"O TAP to NIPPLE (GALV.) COMPANION FLANGE — 4" PRESSURE REDUCING VALVE — 4" COMPANION FLANGE W/4" NIPPLE — 4" PVC FEMALE I.P. ADAPTER l:\PROJECT\02-370 023107E.WM'800SZDWG