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Home My WebLink About02D1670y` \ 0 Cu CU 6d Q Cll O Z C Q m 3 CD Ln co Ln U) CV / n / Y CE d lt'7 W Lc) Ln CU O U7 I G Z <i J L1J Y Q X -- CL Q t W F- N Y cp cp N L 05 cp N Y a N VC�o N Cl Q --oo z� � Y O Lo ?> N / I L 0� 00 N � O cl V) m I co to Z L0 Q CV Q li X GRAPHIC SCALE WATEFFORD PLACE at LAKELAND a w � COVER SHEET ml A PORTION OF THE NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 NORTH ( IN FEET ) i inch = 80 ft. RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNIY, WASHINGTON LEGAL DESCRIP71ON NYDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 G.D.E.S.C. PLAN SHEET 4 SITE GRADING AND STORM (NORTH HALF) SHEET 5 SITE GRADING AND STORM (SOUTH HALF) SHEET 5A SITE GRADING - CROSS SECTIONS SHEET 6 COMPOSITE UTILITY PLAN SHEET 7 ROAD & STORM DRAINAGE PLAN NATHAN AVE. S.E. - STA: 200+00 TO STA: 201+70.50 SHEET 8 ROAD & STORM DRAINAGE PLAN MARSHALL AVE S.E. - STA: 86+29.29 TO STA: 90+50 SHEET 9 ROAD & STORM DRAINAGE PLAN 60TH STREET S.E. - STA: 90+50 TO STA 95+00 SHEET 10 ROAD & STORM DRAINAGE PLAN 60TH STREET S.E. - STA: 95+00 TO STA 100+00 SHEET 11 ROAD &- STORM DRAINAGE PLAN 61ST STREET S.E. - STA: tO+00 TO STA: 13+25 SHEET 12 ROAD & STORM DRAINAGE PLAN NATHAN AVE S.E. - STA: 13+25 TO STA: 17+75 SHEET 13 INTERSECTION DETAILS SHEET 14 NOTES AND DETAILS SHEET 15 SANITARY SEWER AND WATER" PLAN NATHAN AVE. S.E. - STA: 200+00 TO STA: 20t+70.50 SHEET 16 SANITARY SEWER AND- WATER PLAN MARSHALL AVE S.E. - STA: 86+29.29 TO STA: 90+50 SHEET 17 SANITARY SEWER AND WATER PLAN- 60TH-STREET S.E. - STA: 90+50 TO STA: 95+00 SHEET 18 SANITARY SEWER AND WATER PLAN 60TH STREET S.E. - STA: 95+00 TO STA: 100+00 SHEET 19 SANITARY SEWER AND WATER PLAN 6tST STREET SE - STA: 10+00 TO STA.- 13+25 SHEET 20 SANITARY SEWER AND WATER PLAN NATHAN AVE. S.E. - STA: 13+25 TO STA: 17+75 SHEET 21 NOTES AND DETAILS 10a 30a Ila } } 1 } 2 7RAC spQ� V U O Lo TA-- PLANNING/ARCI-IITECTURE- LOT 55, PLAT OF ASHTON AT LAKELAND DIVA PHA RECORDED SITE AREA: 549, 585f S.F. ACRES) ( ) MILBRANDT ARCHITECTS .� A.F.N. 9808245001, BEING MORE PARTICULARLY DESCRIBED AS EX ZONING. R-4 11715 S.E. FIFTH ST. SUITE 100 THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 6, TO NO OF UNITS: 101 BELLEVUE, WASHINGTON 98005 NORTH, RANGE 5 EAST, W.M., BEING MORE PARTICULARLY DESCI OFFSTREET PARKING: 172 REQUIRED (1:5:1) (425) 454-7130 FOLLOWS: 183 PROVIDED ENGINEER/SURVEMR: 14 GUEST PROVIDED COMMENCING AT THE NORTHEAST QUARTER THEREOF; • - THENCE NORTH 88 34'43" WEST ALONG THE NORTH LINE THERE • TOTAL BUILDING COVERAGE: 160,177t SF (29.1%) APEX ENGINEERING PLLC '� 1k THENCE LEAVING SAID NORTH LINE SOUTH 12 02'56" EAST 46.2 PATIOS: 17,172f SF (3.1%) 2601 SOUTH 35TH STREET, SUITE 200 u' BEGINNING OF A 425.00 FOOT RADIUS CURVE CONCAVE NORTHE ENTRY WALKS: 19,412t SF 3.5% ( ) TACOMA, WASHINGTON 98409 +a, (253) 473-4494 p �,- ' ?, THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A �� DRIVEWAYS: 43,311t SF (7.91.)his ��'� , ,*I OF 23 59 36 A DISTANCE OF 177.97 FEET TO THE BEGINNING i RADIUS REVERSE CURVE, CONCAVE SOUTHWESTERLY; SIDEWALKS: 16,660t SF (3.0%) ^tA/w r�p/DCt /Ic1 Oplcp: y i THENCE ALONG THE ARC OF SAID CURVE, PASSING THROUGH A ASPHALT: 68,536t SF (12.5%) V VV� V f 7 G Y GL. f GI-7 1 h ANGLE OF 37 32'32" A DISTANCE OF 376.76 FEET; • TOTAL PAVEMENT COVERAGE. 165 091f SF 30.0% POLYGON NORTHWEST COMPANY a y ` u + �� THENCE SOUTH 01 29 59 WEST 488.31 FEET TO THE POINT OF THENCE CONTINUING SOUTH 01 29 59 WEST 50.00 FEET; ••TOTAL IMPERVIOUS COVERAGE. 325,268f SF 59.1% 11624 S.E. 51N STREET, SUITE 200 THENCE NORTH 88 30'01 WEST 100.00 FEET, PERIMETER YARD SETBACKS BELLEVUE, WA 98005 THENCE SOUTH 01 29'59" WEST 110.00 FEET, FRONT YARD: 15 FEET ATTN: ARON GOLDEN THENCE SOUTH 06 23'44" WEST 55.20 FEET - SIDE YARD: 5 FEET INTERIOR THENCE SOUTH 14 49'57" WEST 53.22 FEET 10 FEET STREET SIDE THENCE SOUTH 23 37'57" WEST 54.39 FEET; REAR YARD: 10 FEET GRADING QUANTITIES THENCE SOUTH 24 31'35" WEST 56.00 FEET; MAXIMUM BUILDING HEIGHT: 30 FEET (2.5 STORIES) THENCE SOUTH 20 27'12" WEST 56.02 FEET; THENCE SOUTH 14 35'16n WEST 56.22 FEET; UTILITIES CUT - 6,780t CY THENCE SOUTH 09 19 37 WEST 60.00 FEET; FILL - 33,552f CY THENCE SOUTH 02 54'31" WEST 77.94 FEET TO THE BEGINNING WATER: CITY OF BONNEY LAKE NET - 26,772f CY FILL RADIUS CURVE CONCAVE SOUTHEASTERLY; SEWER: CITY OF AUBURN THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A POWER: PUGET SOUND ENERGY NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. OF 10 59'25" A DISTANCE OF 178.39 FEET; TELEPHONE. US WEST COMMUNICATIONS THEY ARE INTENDED FOR THE PERMITTING PROCESS. THENCE SOUTH 75 13'36" WEST 461.82 FEET TO THE BEGINNING DO NOT USE FOR BID PURPOSES. THE QUANTITIES RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A DO NOT HAVE STRIPPING, CUT OR FILL ADJUSTMENT OF 90 00'00" A DISTANCE OF 39.27 FEET, FACTORS APPLIED TO THEM AND WILL VARY DEPENDING THENCE NORTH 14 46'24" WEST 583.07 FEET; ON THE SOIL CONDITIONS. CRAWL SPACE EXCAVATION THENCE NORTH 75 13'36" EAST 280.27 FEET; WILL RESULT IN AN ESTIMATED CUT OF APPROXIMATELY THENCE NORTH 67 55'49" EAST 198.36 FEET; 20,674t CY WHICH IS NOT INCLUDED IN THE QUANTITIES ABOVE. THENCE NORTH 58 16'18" EAST 142.00 FEET; THENCE NORTH 49 11'17" EAST 139.87 FEET; - - - - Ti IrAVnr nnj ITLI Oo ZAlllN rl r A [`T n A n nn rrrT. ONE -CALL NOTE: #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION Cc' EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. 23 i � \ FF' 503 1 or- 2.2 Giglo �at�li�o Ar N N > rn O to Z cV C O cm 3 '9 a W: f' N ti7 co U) U')cu Os cC1 � w C1i N Y— t Y - .. N o En r N 81 1 N J W Q l) \ \ N88WO1 `WACE PL KEL 0 $ \ dt LA AND, 6 WA TERFORD GRAPHIC SCALE `\,` o\DlV 1 PH.2 � / — -----� — — SITE PLAN2 D .4 .4 c .. ° . 4Q 0 2ii 40 6��o \ t IN RANGE 5 EA it ltil CITY v I Fl MALBOX PL BLDG 1 (3) BLDG 2 (3) BLDG 3 (4) BLDG 5 (4) KIOSK I B*Wf— TYPE. Sa BLDG 5 (4) BLDG 6 (4) B= 7 (4) SM 8. (4) 48- BLDG 9- (4) SM tO (3) BM ff (4) BLDG 28 (4) BLDG 29 (3) MSK i BLDG 12 (2) BLDG 13 (4) BLDG 14 (4) BLDG 15 (2) ® M TYPE13's ONE BLDG 16 (2) BLDG 17 (3) BLDG 18 (3) BLDG 19 (2) BLDG 20 (4) BLDG 21 (4) BLDG 22 (3) BLDG 23 (4) 53 SM 24 (4) BLDG 25 (4) BLDG 26 (4) BLDG 27 (4) ML � A B 1. N . D / � ►ror�zor�r� caarno� ON. EXPMES- 11-07- �F s�1 2 22. ox 6710 W l GRAPHIC SCALE WATERFORD PLACE at LAKELAND 40 0 20 40 100 QD.E.S.C. RAN A OF THE NORTHEAST 114 OF A TOWNSW 20 NORTH 1 inch - 40 ff- RANGE 5 EAST, WA4. VTY OF AUBUFK FIERCE COUNTY, WASHMIGTON �41103 1 4:10x4ple"Ll, CW, AM CW AN ASS"TED PIPE SHALL BE FINISH GRADES 07KW E)dSTW SEDNAENT PC") OCM INSTALLED AS PART OF THE QD.E.&C. MRATIONS AND WRESENT FINAL GRADES AFTER SITE IS STABILIZED AND TEMPORARILY OUTLET TO OWING SEDWENT POND #4. WHEN POND(S) FILLED. PENANENT SYSTEM IS CMMXTfA COP SHALL BE PLACED OVER TEMP0RARY PIPE AND THE PORTION OF PIPE MENDING TO FILTER FABRIC FENCE TO BE INSTALLED ALONG WTMOR SIDE THE POND SHALL BE REMOWD. SEE SHEET & & 9 FOR OF EXS71M 6' W= FENCE. STRUCTURE AND POPE WORMATION CONVEYANCE LINES SHALL BE CLEAM AM FLUSHED OF ANY SED#*WT PRIOR TO UL71MAIE TEMPORARY INTERCEPTOR SOLES WAY REQW AIMMAL CONWC71ON 10 LAKELAND HILLS WAY DRAINAGE SYM. W RAP IN AREAS OF CONCENTRATED Rt#XWF 70 LUT EASTERN PORTION OF EVSWG SEDAW POW J4 SHALL BE 1� EWSION DEPENDING ON THE TIME OF YEAR OF CON!SMXTION AND AS FIELD CONDITIONS WARRANT FILLED AS PART OF GJ).E.S.C. 013ERAT01 AS WW HERE01 70 ALLOW CONS7RLICTION OF NAMAN AW SE. NOTE, ALL DAYLIGHT SLOPES ARE GRADED 0 2:1 MAX DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE GDESC PLAN. NNW ■r ■ ■ o ., r Ilk awl d aim 071 Ad 0 1 M� �I► 11 ti -1 ,f ILI WAV MI• nz 0 .J=* EARN 7-m 1. PRE%M CLEAM A* GRADING WOW FOR M SrIE W I Wl UMXR 991ARAIE POWn AMWWD BY POCE CMN. EXISIM 'Ma PW 0 AND A%-WATED PIPM MW4LLY DEMO BY PMM 00*111M DOM, NC FOR M"M 3 OMM WOW POND dr =gNA 'LLy DESOO gy AMD( MWUMM FOR DAGION I PHASE Z 3� AND t onim smon cmnRM ACASURES D&CU ON 'WT IM " NX =6 0 WO TNE PREMMY APPROM FMM INE RMS NOTED AMVE 90" IIE RUS"CED FM DEIAUD ##VW7I0N RE"WNG IW MO" CQVW PONDS INCUAW PW CM SECTIM AM CONVOL SMXTURE '1'SW THE DID" CONIRM FAM70 DBft*M ON THE APPWVS W" AM "A"T CONTROL PLNIS 94ALL BE IN PLACE P" TO C0MMDVM ADDITION& WORK RMUM REPAR, AND MAINTAIN MIL 311E IS STAKM McnyOF AUBtAff DEMMOPMENT STANDARDS. WAIIM� I - f.- -- 11-11�1"JUE r.-1A mlllllak��*;.—lll milik -01i A Ics cs C14 C3 0 0) a) 0 1- 471 ar� A, fn U) W) j5 E 0 CN14 ui U' �c 4 W W DATE SEAL.E0 ��`�a °tA�`H�fF AX- EXPIRES- 1-31- PROJWT MAKAAM Jew V0104911W DMVM It fiM ON CHECKM K SM WC 6 T A-14 R 61 FLENO P, DATE 6-21M SCALE r - 40r %JET=7 3 OF.Z FLE No 25W5 FFIA -So 3 :5 of Z Z 01 10 It 10 WA I L=HFOHL) PLACE at LAKI=LANL) GRAPHIC SCALE o SITE GRADING AND STORM A PORTION OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH ( IN FEET) f1M17tE..5 Gia71, WA CITY- Vl- KWVMr rICrIVC VWN1I. WAa7HMtV1\ I inch = 30 ft. &ToW DR04AGE PN*E- TABLE- sToM4 DRAINAGE srAueruNE- T,aBLZ- AREA DRaK raer.E PIPE i SIZE/TYPE LENGTH SLOPE X DOWN INVERT UP INVERT P1 8" PVC 28' 1.0 570.37 570.65 P2 8" PVC 93' 1.0 570.65 571.58 P2A 8" PERF. PVC 131' 0.5 570.65 572.24 F29 " PERF. PVC 77" 52- 570.65 5T4.35 P3 8" PVC 32' 1.5 570.37 570.85 R4 - 8" PVC 32' 2.0 57U85 - 571:49- P5 8" PVC 70' 2.0 571.39 572.79 P6 8" PVC 17' 7.0 571.39 572.58 P6A 8" PVC 112' 2.7 572.45 575.47 P68 8" PERF. PVC 121' 1.0 575.47 576.68 P7 8" PVC 21' 7.0 572.58 574.05 P7A r PERF PVC TT2} 0:5 575.4T 576.03 P8 8" PVC 68' 1.0 573.42 574.10 PSA 8" PERF. PVC 111' 0.6 576.71 57-6.03 P9 8" PVC 1.7' 2.0 573.42 573.76 PTO 8" PVC 46' 2.0 573.76 574.68 P11 8" PVC 50' 2.0 574.68 575.68 P12 8" PVC 10' 18.0 570.50 572.30 P13 8" PVC 15' 18.0 572.30 575.00 P14 8" PVC 65' 7.0 570:50 575.05 P15 8" PVC 24' 7.0 572.30 576.73 P16 8" PVC 25' 12.0 571.84 574.84 P17 8" PVC 18' 12.0 574.84 577.00 P18 8" PVC 112' 3.8 572.45 576.71 P19 8" PVC 73' 3.0 569.33 571.52 P20 8" PVC 17' 5.0 569.33 570.18 P21 8" PVC 20' 5.0 570.18 571.18 P22 8" PVC 10' 3.0 570:18 570.48 P23 8" PVC 50' 3.0 570.48 571.98 P24 8" PVC 38' 6.0 573.02 575.30 P25 8" PVC 20' 6.0 575.30 576.50 P26 8" PVC 33' 5.0 573.02 574.67 P27 8" PVC 88' 3.0 574.67 577.31 P46 8" PVC 29' 2.8 572.33 573.14 P'47 8" PVC 76` ZS 573.14 575.27.. P48 8" PVC 28' 1.0 572.58 572.86 P49- 8" PERF PVC I+-r 0.5 W- 31 57T3:05 P53 8" PVC 34' 13.7 572.33 576.99 Lr N / LO co LO 00� AL C cV N p W u') o� o LO ' 0 NAME RIM STATION OFFSET INVERT CO#1 575.30 91+07.62 20.34' LT 570.42 CO#3 575.40 90+63.70 38.63' LT 570.85 CO#4 575.44 90+43.91 33.12' LT 571.49 CO#5 576.39 92+30.64 69.45' LT 572.79 C0#6 576.67 92+28.79 16.61' RT 572.58 CO#7 577.25 92+49.12 16.79- RT 574.05 CO#8 577.38 93+76.38 67.84' LT 574.10 CO#9 578.16 93+80.48 17.12' RT 573.76 CO#10 578.35 94+25.71 23.20' RT 574.64 CO#11 578.07 94+31.34 72.91' RT 575.66 CO#12 579.96 96+42.36 120.95' LT 572.30 CO#13 580.26 96+87.60 166.17' LT 575.05 CO#14 580.53 97+04.84 160.66' LT 576.73 C0115 580.08 96+64.80 20.54' RT 574.84 C0116 579:98 96+46.05 19.56' RT 577.00 C0#17 575.60 89+90.35 73.19' LT 571.52 CO#18 575.32 89+89.68 16.92' RT 570.18 C0#19 575.23 90+09.65 17.03' RT 571.18 CO#20 575.29 89+79.21 66.98' RT 571.98 C0121 579.51 95+96.97 29.38' LT 571.98 CO#22 580.84 16+12.53 57.74' LT 576.50 YD#1 574.98 91+05.96 122.08' LT 571.58 YD#2 575.49 92+18.94 35.31' LT 572.49 YD#-3 576.90 93+70.68 36.22' LT 573.90 YD#4 578.36 95+24.73 31.26' LT 575.36 YD#5 579.82 96+44.76 106.60' LT 575.00 YD#6 579.92 97+67.17 152.13' LT 575.57 YD#7 578.05 98+70.00 151.00' LT 576.13 YD#8 579.46 98+70.00 39.77' LT 576.69 YD#9 582.00 16+17.54 120.69' LT 577.31 YD#10 580.59 16+12.24 32.83' RT 574.67 YD#11 580.60 16+09.35 38.44' LT 575.30 YD.#12 575.2-9 89+89.68 16.92' RT 570.48 YD#19 575.50 92+02.26 20.85' RT 572.86 YD#20 578.75 95+97.98 33.85' RT 576.99 NAME RIM STATION OFFSET AD#1 575.50 91+82.82 109.29' LT AD#2 575.50 91+79.65 25.05' LT AD#3 576.90 92+78.05 109.29' LT AD#4 576.90 93+33.34 109.27' LT AD#5 576.90 93+30.44 25.30' LT AD#6 578:50 94+T8.87 109.48' LT AD#7 578.50 94+90.66 107.44' LT AD#8 578.50 94+78.75 24.75' LT AD#9 579.25 95+66.96 111.03' LT AD#10 579.25 96+10.49 116.63' LT AD#11 579.25 95+73.63 25.26' LT AD#12 579.25 96+20.34 29.45' LT AD#13 575.00 91+65.84 19.56' RT AD#14 579.00 95+13.98 25.05' RT AD#15 580.90 16+51.48 25.39' RT AD#16 580.90 16+48.81 109.33' RT AD#17 577.75 92+75.84 155.17' RT ADJ18 1 575.90 1 89+44.51 1 39.50' LT NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 PVC, SDR 35 CONCRETE, ASTM C-14 (72.0) ASTM C-76 (>12"0)_-- 00 � I � I CN � 3 5 Q � � Y � v >- Qm Qz C ` 15' TRACT FOR �i AA 34858 o N . STORM DRAINAGE t 1( F �PFGISTER��(>�� C �' •• t Oil 14 `r`rICINAL E� Lis o N Q EXPIRES, 11-07- OZ o , NEB / p 580. 581.50 \ \ \, o P7A 0 ! S81,gp f 4 581.06 v Q YD#5 a` / / d ca)-� ,--' J '7g / 581.50 / F �� -- 580. 5 it / cn AD#7 - / F.F: ( / / / / . 59 .50 j 581 3 57917 57g.0 579. / 0 1 \ 81 - �. / / / e 581.50 92 or) 43 AD#3 5 577.67 \ 57 F.F. _ \ \ \ 'its / ' - �+ ui 577. g*I sroliM / 579.17 \ % . ! / o u9 sr C , 1 1 \.977 � 57 7 S_' 1��rNniFa711LS 57 5 o �i / `cVFNun7F � / 57 .66 575.77/ SZb 576.1 r ' 578.75/01 J \\ 51 5 44 c I 578.66 `el'+ 19 575 3 LD�a / 578.31 . �iF.F. _ \ 519 61 / # 00 cT - / F.F. BBJ B # 8 578.66 579.10 y, 0 rE ims /_ 57�.10 N SHTJ, Tw. 14 ° F. F. = o � o \ 51 < Cal 575 77 578.31 5577 /578.75 oQ A �579.1077 57560 / a 1 57560 t•T.+ \) c P22 57 53 23 / T 575.53 57553 578 75 e # F. F. _ � � � ^. a � f �, a � �, � ��h � 581.65 cli 578.77 ! � i � 76.56 I! 578.42 578 378.�y�, 0 57 2 ILO Lq7. SEE SHEET 5 FOR CONTINUA71ON ROCKERY NOTE- PROPOSED ROCKERIES BETWEEN BUILDINGS SHALL HAVE A MAXIMUM HEIGHT OF 2 FEET. SEE DETAIL ON SHEET 14. z Z N J W PE 11 S03 1 0(- ZZ BUILDING STORM DR UNiQE CONNECTION NOTE. - EACH BUILDING SHALL HAVE THREE STORM STUBS AS FOLLOWS: 1) CRAWL SPACE DRAINAGE SYSTEM CONNECTION 2) ROOF DOWNSPOUT/AREA DRAIN TIGHTLINE CONNECTION 3) PERFORATED FOUNDATION FOOTING DRAIN CONNECTION EACH DRAIN SHALL BE INDEPENDENT AND TIE INTO THE 8" BUILDING DRAIN MAINLINE DOWNSTREAM FROM THE AREA BEING COLLECTED TO ALLOW POSITIVE DRAINAGE. THE FOUNDATION AND CRAWL SPACE DRAINS SHALL NOT CONNECT DIRECTLY TO ANY ROOF DOWNSPOUT OR AREA DRAIN. YARD DRAIN / AREA DRAIN NOTE THIS PLAN DIFFERENTIATES BETWEEN YARD DRAINS AND AREA DRAINS BY AREA DRAINS CONNEC7NG TO THE ROOF DRAIN TIGHTLINE AND YARD DRAINS CONNECTING TO THE BUILDING DRAIN MAINLINE. BOTH DRAINS MAY UTILIZE THE INLINE DRAIN BASIN PER DETAIL ON SHEET 7 OR AN EQUIVALENT YARD DRAIN SYSTEM. RECORD DRAWING CERTIFICA71ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE. 582. to` j ! JJ� U DATE SEALEDwMK �� ' Z� • av AA - 1 ^AD# 14 �g�OF wa-/7 581.53 P27� .YD � noH - SEE NO THIS SHT, M. 581.43 1 / ram_/ X Q o � �Q� �F18379�� / �f �, / now" EXPIRES, 1-31- '2 i J / FRCWIWT MANS _..�,IOMWAK84W DESK)N -d 4401 PROJECT REF FAC 100-0035t= M THESE PLANS ARE APPROVED FOR CONFORMANCE {NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: /ov DFiAVM J. EA 9 and .L VAM CHECKED IA. W133M SEC T 20 N 5 E,.....,. FLE NO is \LAKELANl)-SO\25 �� DATE 9-29-M SCALE r - 30' SHEET 4 OF FLE NO _5 LAKELAND SQ: 0a 0►'► J U 0 0 0 cu N CU 0 cr- u7 3 � 00 0 Z Y CU s� cn � 00 J 2 Q �LO --� � 3 C �� Lr,) ; LO CCxj � c' Cp % W o 00 O ' LA GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1- inch- = 30- ft STORM DRAINAGE PIPE TABLE PIPE I SIZE TYPE LENGTH SLOPE 7. DOWN INVERT UP #WT P28 8" PVC 35' 12.0 568.00 572.20 P29 8" PVC 20' 3.0 572.20 -572.80 P30 8" PVC 47' 1.5 572.20 572.91 P31 8" PVC 16' 7.5 567.03 568.23 P32 8" PVC 48' 7.5 568.23 571.83 P33 8" PVC 17' 1.0 570.96 571.13 P34 8" PVC 12' _ 'f2:0' 571.13 572.54 P35 8" PVC 35' 1.0 571.13 571.48 P36 8" PVC 46' 1.9 571.48 572.36 P37 8" PVC 42' 1.0 573.13 573.55 P38 8" PVC" 12' 1.0 573.55 573.67 P39 8" PVC 18' 1.0 573.67 573.85 P39A 8" PVC 72' 1.0 573.13 573.85 P40 8" PVC 58' 1.0 574.50 575.08 P41 8" PVC 29' to 575.08 575.37 P42 8" PVC 32' 1.0 574.50 574.82 P43 8" PVC 19' 1.0 574.82 575.01 P44 r PVC 7e 1.0 575:01 575.79 P45 8" PVC 37' 5.5 573.83 575.87 P50 18" PERF. PVC 157' 1.0 577.31 578.88 P51 PERF. PVC 133' 2.3 575.79 578.85 P52 18" 8" PERF. PVC 127' 1 2.0 1 575.79 1 578.33 N J W 4 Ll:t � Y Q a �M H p� � So3 S of 2Z 120 AREA DRAIN TABLE NAME RIM STATION OFFSET AD#19 580.60 15+44:86 16.86' LT AD#20 580.80 15+79.25 26.26' RT AD#21 580.80 15+33.47 26.89' RT AD#22 580.80 15+78.25 109.98' RT AD#23 580.80 15+39.55 711.57' RT AD#24 575.90 88+92.60 39.50' LT AD#25 575.90 88+82.20 29.58' RT AD#26 575.90 88+40.82 24.17' RT AD#27 575.90 TO+68.24 25.31' LT AD#28 577.20 11+67.36 21.53' LT AD#29 576.80 11+41.18 24.53' RT AD#30 576.80 10+89.09 114.33' RT AD#31 576.80 11+43.27 114.31' RT AD#32 578.00 12+59.31 27.22' RT AD#33 578.00 12+29.50 113.38' RT AD#34 578.00 12+61.71 116.96' RT AD#35 579.20 T2+96.18 160.97' RT AD#36 579.20 13+12.45 147.56' RT AD#37 579.20 13+30.47 117.91' RT AD#38 579.40 14+14.97 22.50' LT AD#39 579.60 13+88.06 26.31' RT AD#40 579.60 13+77.39 109.02' RT AD#41 579.60 14+42.95 111.91' RT 582.00 *°//; 7 ` 582\ 60-- � //"� ❑ 577 33 i U# 577.33 577.33 578.68 IN --- - ---- 1 �- --� -- ------ --- - �---- -�-.- _- - -1 _�- ___.-_ _ J l l �r i1STCRM DRAINAGE STRUCTUPE TABLE CO#23 576.98 88+00.44 34.57' LT 572.20 CO#24 576.88 87+83.69- 34.93' I-T 5.72-80 CO#25 576.13 87+52.67 44.45' LT 568.23 CO#26 576.71 87+43.29 85.98' LT 571.83 CO#27 575 76 86+80.21 16.9T RT -571.13 CO#28 575.82 86+92.48 16.92' RT 572.54 CO#29 575.69 86+44.89 17.27' RT 571.48 CO#30 575.84 86+45.07 63.29' RT 572.36 CO#31 577.66 12+12.57 48.25' LT 573.67 CO#32 577.69 12+12.38 66.11' LT 573.85 CO#33 578.12 11+87.04 71.90' RT 573.85 CO#34 579.48 12+94.25 43.18' LT 575.08 CO#35 579.24 12+54.36 63.OT- LT .575.37 CO#36 579.82 13+50.56 32.16' RT 574.82 YD#13 575.98 88+47.72 33.58' LT 572.91 YD#14 577.41 12+05.45 38.98' LT 573.55 YD#15 579.88 14+76.15 36.95' RT 575.87 YD#16 579.33 13+41.24 44.60' RT 575.01 YD#17 582.00 13+45.29 121.98' RT 575.79 YD#18 1 577.46 1 11+78.76 1 35.57' RT 1 573.60 BUILDING STORM DRAINAGE CONNECTION NOTE= EACH BUILDING SHALL HAVE THREE STORM STUBS AS FOLLOWS: 1) CRAWL SPACE DRAINAGE SYSTEM CONNECTION 2) ROOF DOWNSPOUT/AREA DRAIN TIGHTLINE CONNECTION 3) PERFORATED FOUNDATION FOOTING DRAIN CONNECTION EACH DRAIN SHALL BE INDEPENDENT AND TIE INTO THE 8" BUILDING DRAIN MAINLINE DOWNSTREAM FROM THE AREA BEING COLLECTED TO ALLOW POSITIVE DRAINAGE. THE FOUNDATION AND CRAWL SPACE DRAINS SHALL NOT CONNECT DIRECTLY TO ANY ROOF DOWNSPOUT OR AREA DRAIN. YARD DRAIN f AREA DRAIN NOTE., THIS PLAN DIFFERENTIATES BETWEEN YARD DRAINS AND AREA DRAINS BY AREA DRAINS CONNECTING TO THE ROOF DRAIN TIGHTLINE AND YARD DRAINS CONNECTING TO THE BUILDING DRAIN MAINLINE. BOTH DRAINS MAY UTILIZE THE INLINE DRAIN BASIN PER DETAIL ON SHEET 7 OR AN EQUIVALENT YARD DRAIN SYSTEM. NOTE STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 PVC, SDR 35 CONCRETE, ASTM C-14 (12.0) ASTM C-76 (>12" 0) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE. TITLE/POSITION: CONFIRMED BY CITY DATE. 581.53 41 581,50 EXPIRES, 11-07- tlZ PROJECT REF: FAC # 00 - 0035 1-2///00 �y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: lzi,�yy n L o L- C _o s z� u Q zY � J ooa s u � U 0�01670 I:\LAKELAND-SO\25585\WORK\PLTSHTS\25585GRD5A.dwg Mon Nov 27 14:01:19 �000 GLJ I: \LAKELAND-SO\25585\WORK\PLTS►iTS\GRADING.DWG XKF'S - 25585EG,25585FG,25585HAT,25585WRK,25585WRKorg,SIT�-APX o a °�,° z � � rn 0 � W Z o z� n mm N m o c� ova �n 0 Oz>- z N z c, now n z� z mmo cn rn o m `O -tea, CL o ao Nn`n rn a •• C rn z vi -!-, zQ z N 0C-) o so 0 0 m "r O 0 E- II �f i M I I �41 ( I I 4 j I 61ST sT I i!! I j S.E. I I I I ' I I ( I I Ej i I ! i iDp ! ;rn I I I ( I I 1-60-TH--STRET j S.E. I }} i I I ( ! I i I I I i i f I 1 -71 f m i j WAY I I I I i \i C ! I ! ! I Ln I j }Y ! I " j ( I MARStfALL iA I � VE S.E. � I ; I I I I i i ! i I I I i 1 0 tn r z C) I II 1 1 j I r-4 ` ( i 0 I I j (' I i f f 4j k rn I j i I I � I 1 ( —I ATHAN 1 1 I ( I i II I I I ' o � I 1 IV 2 PER CITY OF AUBURN REVIEW 11-27-00 41A 1 PER 'CITY OF AUBURN AND CITY OF BONNEY LAKE REVIEW 11-14- .a A J C7 O O _ O C`U O Ci Ln f1J C11 c M, n J 0 cn � / cli / N o cn Lli W ]tC � J % r-i PF " 503 7 0 LZ D TAjNOTE *IT TWAGLE'S SHOW ARE MEASURED i POINT 12 FEET BEHIND THE EDGE OF TRAVELED WAY. TANGLE SHOWN FOR A DISTANCE OF 200 FEET, PER CITY URN STANDARDS TABLE RG-Z PROPOSED Sr PROPOSED ASPHALTIC PAVEk"T PROPOSEU CENIFERLINE PROPOSED PROPOSED S EASEMENT PROPOSED FLOWK SIGHT / fa ► ETISTThIG S700 DRAIN TYPE I CA= BASK - EVSTTNG CATCH BASIN i EXISTING SANITARY SEWER MANHOLE PROPOND CATCH BASIN ► PROPOSED STORM DRAIN TYPE I CATCI BASH ►PROPOSED SANITARY SEWU% MANHOLE PROPOSED ROOF DRAIN CLEAN OUT PROPM TEE PROPOSED HORIZONTAL BEND PRCIPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED rwtTR METER PROPOSEDr'REDUCEN PROPOSED MOMNIENT EXISTW MONUMENIT (ADJ. PLAITS) PROPOSED STREET LIGHT E)OSW STREEET LIGHT EXPIRES; 11-07-01, RECORD DRAW CERTFUTION THESE DRAWNGS COWORM f THE CONTRACTOR'S / RRECORDS 1 '1` 1 PROJECT REF: FAC # 00-0035 ra //oa:r THESE. PLANS ARE APPROVM FOR COWORWANCE WTH- THE CITY OF AUBURN'S ENGINIEW DIVISION REQUIREMENTS. Approved By: ..� Date Approved: l J1 t oo _ 0�, rr � m 3 TD m Lt7 R, r cn S cn J Y Q O co LO N 0 Cn 0 z Q J W Y Q J X Q LO F-- , 0 m. LO N N CD N N co N 00 W cc cc Lq LO 00 00 N Q 00 00 o� Lo i c`nv =W (2 col C� A C' Y `1 Cou') LO N N —CO a� oLO Z N J YCif y X 51 Sa 56 GRAPHIC SCALE 20 0 10 20 40 ( INS') T inch = 20- ft. SEE SHEET 11 FOR CONTINUATION WATERFORD PLACE at LAKELAND' ROAD AND- STORM DRAINAGE PLAN - NATHAN AVE. S.E. A Po€rnoN of -n-E asr 114 of sEc-nav s, rower 20 NORTH R,a� s Eas-r, w.rA., «m � aueuarv, �Rce covnirr, WA31-BNGTON NATHAN- AVENUE -----.-.-.- �"E"- � rIOW POINT-ELEV=-572.-85— ----Eft POINT STA 201+18.29 w --TYPE 2-48�s "OLID LOCKING LID I LOW ;= j S 201+55.04 ,�� , 14.8 LT STA: 200+100 TO STA.- i i I 201+10.50 i I PVI STA _ 201+18 Rrt� PVl = s�s-�4 s�3. 61 " " ELEV 7 572.51 I.E.! (N 12 IN = $WJ.081 (PRC ' ' = 20 HORIZONTAL i i ! A.O. _4.03 I i.E.I ( " S 18 IN = 61 " t LEW) mov'; VC 24 OUT 56�$3- S6 I 0 ' ! ; ^ f i .- N • CC- 1 14 — STA JF+4R �-_ _ .._ _ __ __.. — __ —.— j - -- - WM = 573.17 ± 1-- j r E LNr) If_ N u �r — — --- ! r 580 ( 1 F.E (S� tr O� T- - 569.35 50 Ts .. Gj , 1 s s o- s ; CB 0 TYPE 1 01a Cl- { STA= 201+18.29 r 1 RT -. — 1 >' > W — — — — w `" I _ RIM! = S�S6 57�t.S5 , I.E. , (SE) 12" OUT # SAW i I 12" NORM LINE '2. 100 ■'_1• LF 12" �l r«' 13 LFI ! I � I I j i ,�'4' j I ry ®! 1 i. a tt j WA III i `W. ! 1f I ` LJ 8 SEWER LME z f I STA: 201+ 0. - IN NATHAN AVE. .E. = I I i I STA: 200+06 - INTX. NAIJHAN AVE. SE 1 STA: 3+05417 - 62ND ST S.E. (EX) 1 STA: 10+00 61 T . S.E.! EAST = ! i STA: 86+29Ig - 6fST ST $.E. (WEST) ! I ELEV. = 513.73 (FIELD VERIFY) 1 ELEV. = 574R1 i 1 I F 560 0 m � � CA NCO � ^to NO�1 � Opp ��- � 0 200+00 201+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 1DI 569.13 (SANITARY) 569.67 (WATER) 0.54' SEE CROSSING NOTE THIS PAGE Q 570.13 (WATER) 570.63 (STORM) 0.50' SEE CROSSING NOTE THIS PAGE 33 569.03 (WATER) 570.11 (STORM) 1.08' DEFLECT WATER AS NECESSARY CROSSING NOTE: VARIES - I WIN. PVC OPEN GRATE NYLOPLAST 12" INLINE DRAIN (MODEL 2712AG12N) ADS TO PVC SDR 35- ADAPTER 'IF NEEDED) 6"OR8"PVC IN&OUT SEE PLAN FOR SIZE AND LOCATION E CAN BE SOLID, OPEN 'ERFORA TED )PEN OR PERFORATED, DRAIN K OR PEA GRAVEL SHALL BE ,ED AROUND PIPE) BACKFILL MATERIAL CLASS I OR CLASS II SOIL 6" OR 8" PVC SEE PLAN FOR SIZE AND LOCATION NUMBER OF STUBS VARIES MAXIMUM OF 4 8" AT 90 DEGREES DETAIL AA 1 \1191\i -A \ , POSED)S6�8g 1. 26 1. 2.6 7 7P8 NOTE 12" INLINE DRAIN AND ADS-N12 DRAIN BASIN MAY BE SUBSTITUTED BY EQUAL YARD DRAIN- SYSTEM_ CLEANOUTS WITHIN PAVING CAST IRON RING AND COVER PER WSDOT STD. PLAN B-18b FINISH GRADE (EXCEPT SIZE PER PLAN) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. 2" CONCRETE 2" ASPHALT 71 CAP AS REQUIRED TYPICAL LOCATION OF JOINT UTILITY TRENCH - SEE NOTE 3 13' MIN. - VARIES CL "B" A.C.P. - 2" MINIMUM A. T B. - 2 1/2" >'7"TCL POWER CABLE TEL. CABLE COMPACTED NATIVE MATERIAL NOTES. 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN STSW-1 2) FOR EXTRUDED CURB, SEE DETAIL, SHT. 14. 3) JOINT UTILITY TRENCH MAY BE PARTIALLY LOCATED UNDER SIDEWALK TO AVOID CONFLICTS AND ALLOW SEPARATION FROM ROOF/YARD DRAIN LINES. TYPICAL ROADWAY CROSS—SECTION — INVERTED CROWN CLEANOUTS OUTSIDE OF PAVING STORM CLEANOUT DETAIL N. T. S. CAP AS REQUIRED N. T. S. NAMEDATE NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12" 0) RECORD DRAW CERTFICA TiON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C RECORDS BY: DATE: 46-Z-o3 TITLE/POSITION: IfN4 CONFIRMED BY CITY 1 �- DATE EXPIRES; 11-07—Ot NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. UNLESS OTHERWISE NOTED, ALL GRATES SHALL BE WSDOT STD. PLAN B-2A. PROJECT REF: FAC # 00-0035 /s /oo THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 0 0 0 N L s C 0 00 as a� H I F " Sol of; Zr �.r l6 CD 0 0 0 Cu Cu 0" ti r` Cu z 0 M rn Cxi U1 LO 00 L Cu r _J a / Y Q 0 / Lo m T) L0 Cu 0 V) i z J LL Q J a Q v� X o� m /00 N �Q 00 Cr Lo ev L � 00 / N C14 Lo I Lo Q� W N �� X GRAPHIC SCALE 20 0 10 20 40 ( IN- FEET ) 1 inch = 20 ft. LAKELAND HILLS WAY _- ' -- -- EXCO#2f VTWE z- wo------ RIM = 2.471 - - - I.E. �E' IN = 565.76.E.W) 18" OUT = 565.76 Ekq f� �W-0 le SEE TO. TK RW.T FOR M4TIUUATM_ u Ff.. Lu v u ^ p O P__ 0 • <�W z Cd O 0 _ \ 07: .- W F W OD _ .� p cnQE� wCO f-- + I r W_ Q 3: Q SEE TO- THE 1 \, `' \ \ \ \ '1.A WATERFORD- PLACE at LAKELAND- ROAD AND STORM DRAINAGE PLAN - MARSHALL AVE. S.E. A PORTION OF THE NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 FORTH RANG 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON FOR CONTINUATION MATCHLINE - STA==86-29 29= - 61ST ST. S.E. STA. 10+00 - 61ST ST. S.E. (EAST) SEE SHEET 11 FOR CONTINUATION 0 F,F 101 CD U- UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 30 568.73 (SANITARY) 570.27 (STORM) 1.54' - 568.94 (SANITARY) 569.71 (WATER) 0.77' SEE CROSSING NOTE THIS PAGE 5O 569.10 (SANITARY) 571.32 (STORM) 2.22' - 570.06 (WATER) 571.06 (STORM) 1.00' DEFLECT WATER AS NECESSARY 70 569.46 (STORM) 570.78 (SANITARY) 1.32' - 8U 568.93 (STORM) 569.47 (SANITARY) 0.54' SEE CROSSING NOTE THIS PAGE 90 570.12 (SANITARY) 571.62 (WATER) 1.50' DEFLECT WATER A& NECESSARY 10 568.63 (SANITARY) 569.63 (STORM) 1.00' - 11: 569.83-. (STORM) : 570.5+0--. (.WATER):. _ 0.67'- SEE. CROSSING. NOTE- THIS- PAGE 31 568.35 (STORM) 569.50 (07M) 1.15' DEFLECT WATER AS NECESSARY i C 1A 4 0 ( i I i ( ,,k _ .691- 136. LT, I ; R 7�U. Frq i I I TAB 86+29.29 TO STA LOW POINT EI!EV = .574.0 ! i I. �E�rIONU= S6S. 61 „_ "122 LF IeO SO.1 - 20 HORI?ONTALLOW POINT SETA = 86+80t it6e�eg�, -�y ; " i I Oa76 1= 5 VERTICAL -�-•-- _- _---P�--S-TA--i=--8fi+80 --- a---�-____._._-______.--�-----,.___- I PVI ELEV = 574.40 L'OW EifV = 5T3'J = 8 +56.01 29.89 LT I I HIGH POINT - 575.78 ; ` f i r ' A.D. , 2.00 I j RI = 5�6.� S7 SS f I LOW POINTr STA = 90+76. 5 1 , I HIGH POINT STA = 88+40 I i ? I I [ PVI S' A = 90+80 K = �45.00 t I.E. 12" IN = � 566. 931 r PVI TA ' 88.+40. � I f ; L 12 IN = $6,? J 567. oi{ S z r I I I I 90.0t1 IAC 1. S 8" IN _ELEV = 576.00 i i P19 ELV-=� 173. - 660.661 PV! I i i ` I K=45.00 - i- i K=41.56 �M �� CB 7 TYPE I I$ i 90,00' VC i I CB 3 E 2 48"0 j 9().00' VC I ST . - 86+ - I I j j ] ST = 89+89.77 - 0. r 0 RT ; a `{- i 1 + CB TYPE Z 48"0 ' 3 r RIM - i8�4 6 57y y9 �c �; RIM = ii 57M• SM + 1 2" s I �. �. m- I _ °° "' I I.E. f 12" s 5►7r1ii1711�. "' i i v> .� ::ST = 88+1�; - 0 i oo �n S� 8"MI 549 g1 i _ - cn 4i-I.E._t8" IN li+iwN b'71�, W ? i __-.-! --- + `�' _RIM =_5�lL _----- _ + "' - ---------�E-' -- --- `� __ -_ o I I.E. 1- I.E, IN E ----- r ---- r,r " -i- ao r� -- - -{ -j --- --� - -sw > > -- -T-- I.E.(W) i2" (SIT = 5�9�r3 >-- oo LE. N 12 IN = 56ii 5b7•S6m I.E. (N12 OUT = 56$.00 m mj r I.E. W 8" IN % 568:4) b67.S I r ( I.E. (W+ N r v >> LE. S t2" EST = 56:67 9 i i �) 3 I N Sbi. 27 i I 1 m m S6 • �iy ! I W W I, `� {I I U 1.00X - m oa( r cFixr { +_ 41 i 0 I ' mil(-----r----- sr. i I I i. 0,�� i ( I :n1 f 5719 4. ! 63LR1[ ...u... V ..s.. `" .: .:...i 10 k, -tZ---WATER-OIP- --------- -------------�--------------_------------._-____- �-----_� STA:86+29.29 Tx 61 T. S i j j y i I i I i K 1 STA: 0+00 - 61ST T. S.E. EAST i P.T. STA; 87+86.98 P.C. STA: 87+24.93 r j ! ! I ELEV. _ 1575.47 STA: ' 200+00 - NA N AVE. i I ELEVI = 574.91 I I ELEV. _74.85 f f I n 00 LO 87+00 88+00 89+00 90+00 8z + O 8 Q Q z co Z I-- w J= FL --) 9� NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN- OR MANHOLE. UNLESS OTHERWISE NOTED, ALL GRATES SHALL BE WSDOT STD_ PLAN B-2A. EXPIRES, 11-07-0Z RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA 'S_CONSTRUCTION RECORDS BY: DATE: /J - 2 --03 TITLE/POSITION: ��? ��^ • Ste/" CONFIRMED BY CITY S, DATE: PROJECT REF: FAC#00-0035 /s �-0035 /? J THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: Fr_ 0 .S 03 °1 0 r- z o>O/670 J L7 O O O nj O fV Q' ces n (V G z u F- co LL7 E 0 cn J w t GRAPHIC SCALE 20 0 10 20 40 ( IN FEET 1 inch = 20 ft. WATERFORD PLACE at LAKELAN ROAD AND ST-ORM DRAW GE PLAN 60TH STREETS. A POR71ON OF THE NORTHEAST 114 OF TOWNSW 20 NORTH NOTE FOR CIWS%\lM WITH LESS THAN I' (1.5'FOR SEWER AND WATER awsskw) OF VERTCAL MTN SAND PLACED AROUND- THE CROSSING PIPES AND THE ETHAFDAM 91EET f f' f CROSSNYG TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 12 567.99 (SANITARY) 570.15 (STORM) Z16' - 13 567.95 (SANITARY) 569.80 (STORM) 1.85' - 14 569.E (WATER) 569M (STORM) 0.50' SEE CROP NOTE THIS PAGE 15 567.70 (SANITARY) 568.60 (WATER) 0.90, SEE CROSSING NOTE THIS PAGE 1656&07 (SANITMY) 569.57 (WATER) 1.50' DEFLECT WATER AS NECESSARY 17 567.91 (SANITARY) 569.41 (WATER) 1.50' DEFLECT WATER AS NECESSARY 18 57230 (WATER) 573.51 (STORM) 1.21' DEFLECT WATER AS NECESSARY 570.57 (WATER) 571.57 (STORM) 1.00' DEFLECT WATER AS NECESSARY 1 P" C� 1 � UJ o Z r•-- w w i-(/) 0 w F LU81 NOTE: STORK DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWV#G MATERIALS: • ADS - Nt2` PVC, SDR 35 CONCRETE, AST ! C-14 (12.0) ASTM C-76 (>12.0) NOTE: UNLESS OTHERWfSE SHO", OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. UNLESS OTHERWISE NOTED, ALL GRATES SHALL BE N500T STD. PLAN B•-2A. EVWS,, 11=47--OZ �- RECORD DRAIN CERTWICATKN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S RECORDS 6Y DATE: A& -Z- +3 TITLE/ 09TION' CONFlRMED BY aTY _ aA x.r PROECT REF: FAC # 00-0035 /a///00 Approved. By.. Date Approved: !I IA EM pF a s03 10 or- 2 2 01 0 16 70 0 0 0 v cu 6 rl (11 a 0 Q S cn It) 2 IC1 Cu U) J n. / ul 10 Ln / 0 cn I J W Y Q —1 103, w Ln W 11V ME MIAIR i ! i ROAD AND STORM DF(AINAGE -PLAN - 60TH tmitt- i SE UT ff Y Cf� 1 TAB CROWN INVERT CLEARANCE ADMONAL NOTES 18 573.17 (STOFAW) 574.21 (WATER) 1.04' - O 572.37 (STORM) 571W (WATER) 1.46' - 21 572.79 (STORM) 573.83 (WATER) 1.04' - .. STOW DRAINAGE CONVEYANCE PIPE CAi .E'0 OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS' ADS - N12 PVC, SOR 35 CONCRETE, ASTM. C-14 (1270) ASTM C-76 (>12"0) NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. UNLESS OTHERWISE NOTED, ALL GRATES SHALL BE WSDOT STD. PLAN B-2A. GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. , 1 D. •Ov CONFIRMED BY CITY r.:-/.1 PROJECT REF: Approved 13y. :Dateas • • 0�0 ib7o PF 11 0503 11 or— ZZ J Q0 0 0 0 ClU 6Q CV 0 z 0 0) 3 T cn L0 00 L0 t1J / T- Ef] J a. Q M / m Ln Cki O cn I 0 z a J w Y Q X a 1 cr- C7 p 3m p Y �LO �L0 / N L 2 L00 00 00 /00 � N C'4LJ W O 00 I L0 i cr GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 inch = 24 ft_. n Q Lu � W CO to W co z o 0*0• r W aj Q I- - V J 6042 up" C) Q+ 00 r '- LLJ V) C\j w '-'-1 C1') W + (o M J E-- Q SEE SHEET 7 FOR CONT[NIIAPON: WATP=RFORD PLACE at LAK ND ROAD AND STORM DRAINAGE PLAN - 61ST STREET S.E. A POR77ON OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTN RANGE 5 EAST,_ WX MY OF AUBURN, PIERCE COUNTY, WASHMT-ON '� I j I I f ! ! EAST ' $.E. I I � i } I i -TO-STAf' ____� _------ — ---- -�---- ----- - --- -- j 1" = 26" HORIZONTAL ! I I- S` VERTICAL vJ I I i C13415,1 l f STA = 1 .03 - 28.87tT -RIM--- ---s7 ,q* - A �1WE 1 ! I.E. (N) T = 5;4:AA 1 0.00' RT M= 1+89.29 - a I ! ; S7y.90Ld , W I}E. E) 12" IN = 6 wfzI. to 571.11 I.E. NE BE) 8 IN = . 3 72.E IIE. (W) 12 OUT,, = S � a71. $2 I.E. W 1.12 OUT - 4— O oboe(� 60 L • ro so. I 1 1 133 LF 1 S.A. i o O SV -F+ f@i t''K R I U 0 z IIY►TER DP i I o I i 00 .. a I i I I I i f �-- Q N � 1 i I I I I r fSf1iERco i tW W (0 STA: 10+00 t- -INTX 61ST T. S.E. STA: 86+29. ,9 61ST ST. $.E. (WEST) _ ! I Z� j � i , � P.C. STA: 2+64.46 , STA: 200+00! - NATHAN AW. S.E. ELEV. = 5 7.56 Q ELEV. = 574.91sog 569 Z t'^ co-7 j a yr ti rn co Q�� Ln LnLO uOLO Ln Ln� L0to 11+00 12+00 13+00 t o � O WN Z �- J w Lu- UU) w UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 22 568.74 (SANITARY) 570.89 (STORM) 2.15' — 23 569.64 (SANITARY) 571.14 (WATER) 1.50' DEFLECT WATER AS NECESSARY 24 568.54 (SANITARY) 571.48 (STORM) 2.94' — 25 569.42 (SANITARY) 571.16 (WATER) 1.74' — 26 571.91 (WATER) 572.91 (STORM) 1.00' DEFLECT WATER AS NECESSARY l^pg�[3Mpd4 NAMEmlLL---PATI NOTE. STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12" 0) NOTE: UNLESS. OLDiERWIS - SHGWN. OFFSETS ARE TO CENTER OF CATCH BASICS OR MANHOLE. UNLESS OTHERMMSE NOTED, ALL GRATES tHAL1. -BE . WSDOT STD. PLAN R� EXPIRES, 11-07- OZ RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON TRUC110N RECORDS BY - DATE A0. 2-03 TITLE/POSITION: Qeb�Cc' #?a0FftZ r CONFIRMED BY CITY DATE: Aftl&Ad 3 PROJECT REF: FAC # 00-0035 7-2/1 Gd THESE PLANS ARE APPROVED' FOR CONFORMANCE WFTIf- THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. ,CJ. •�-�-..._ �-4-c 'o Date Approved; / 2 1 I loc> mm -a Q W s zY Q QZ 1 � �m v Q a av' N o-nd O (y) (3) NN It L0 (!l 0 .s CS) M •� Ln � M M 0 N LJ.S o a � �� N o '4d�- `r � I p M M M N N � - Z [ Lu F... U W 8 Q `N o z Z - W6. 0 a::s LL. -;j cn W O W z u; Zcr uuLw Q Z c � J W DATE SEALED lC' Z?- dv W A k£F _ W A Sy l Q � � co z �Q 18379 I QISTE N A LR�� EXPIRES 1-31- PRC k)ED' 1 - JEF f1'1r WA DESM M.W, J.F, QLJ DRAWN J. EAVES NW J VAW C C-CKE D M. WEBER SEC S T 22 N R- SE KX-W h-\LAK€r �MW DATE SCALE i - 20' SHEET 11 OF - FILE NO 2505 LAKELAND-Sa r _ p , S03 IZ or 22 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. L jp/T�� 1 R = 80.5( T = 48.37' J>--- _ 87.11' \ D � xr D Q D D .rr� • V� c. \ t � c 0 x vm w °- 3 W N � X Lr')Go o LLC mi 3 Y 0i / in CO �00 _ ;L0 J 2 Q CL �� Y R00 O m Y C'4 o 3 L / U °� N Cu / 0 LO N cj o z Lu X Y 50S IS or- 2-2 DI ; , - D IV � /.0 r t 1� F.F: 580.25 i I LiDG_ # 23 _ r F.F.= 580.75 o N t- - + o c C> LL- Z L.I L-Li c=r� LLI LLl F. WATERFORD PLACE at LAKELAND ROAD AND STORM DRAINAGE PLAN - NATHAN AVE. S.E. A PORTION OF THE NORTHEAST 1/4 OF SECTION B. TOWNSHIP 20 NORTH RANGE 5 EAST, WM, CT' OF AFIBLRM, PIERCE COUNTY, WA3HNGTON i 58196 }, 6L G # 26 " r F.F.= 581.65 A F.F.= 82.00 BLDG # 28 SEE SHEET 10 FOR CONTINUATION f r,, 00 r NTHAN A VE. E� 60TH AVE. S.E. ---------r--__- --- --z--- -r - --- -- r -- -- ---�- * -^�-IYPE i HIGH- f�OINT ELEV = 580.73 i I TA a 17+62.32 - 67.66 LT AT-fAIN AVENUE S" I HIGH PbINT STA = 16-109.30 i i RIM = 57&-23 t7A. zz { PVT STA = 16+09.$0 rV STA = 17+09.30 LE. SE) f 2" iN = 1671. y9 i �STA: 13-I- 5 TO STA: 17"k7$ POELEV = 581.0p � ! Pw ELEV = 58b.00 I.E. W)) 12" IN M = 571.51 571 • y6 + I 1 = 20 HORIZON,TAL # ; A.D. = -2.00 A.D. = -1. I.E. NE'SW) 81 IN 571.84 S 2.17 = 3' VERTIC 1 K - 55.00 ; -' K = 89.98 M � I I I r•E (NE, 1$ !IN : I � f. 3S 1 I C E 2 48" ! ! 1 110.00 VC 90.00 VC j , I I f I I _ S 73.07 - I s I I { CS,TB 14 13+5157 - 00 RT ! RIM 3�64 S 7141 � LE. $ 12 IN = 57;, i RIM = 8:#3. 5 78. 8 + -- --t-- tom- _ _ �s - --- -- - -¢- - -- - }--- I ------- --r- -�- - I.E a 1 Oor N - Sly.'/o! I.E. 12" OUT = S M$ i N y.�. I I f Wi i j i� i tw1 m m I I W I I W 41. Si 1N uj Li CAM AM 0 S.P.- . 121 Lf 1 8 0. �. WATER DF I : .. 1 1 ELF 0 S.D ® ,.- 7 , ;� 5 1 a 4F e S.D. 1 LF 1 � r• r3 �> S D F-. O f ry O V.fii: #+ fir,.•, :cy:. -I - vim._. -_...__--I-___ - � ' __�-._._ � -2--48of---- --- - -------- -----�------ ---- -- -- - --- 4`' - ! S = , +09.30- 0.0 RT 48"0 C I + 99 - 00RT i I I.E. (S):12" IN 57Z.58 3 RIM = �9.54 S79.'!/ 0 I i i I.E. (E,11j WIN - S 73. 26 , LE. (S 12 IN = 47/. 83 I I.E. (N) 12 OUT = 571.77. I (N) 120 OUT = 5 J 572. 61 , f f---__ _ _ . o --. -- P.R.C. ST 13+51.57 , j I ! 8" SEWER { t ELEV. _578.36 Slk t5+08 TA: 17+75.00 �-WTX NA AVE S i _ I i P. T. STA: 16+ 79 I A: 9 +48.92 i- �' I j ELEV. = 580.5 = 578.691 � aD ^ ^ to t10 CID 00 ccCO- CO 00 O 00 O O 00 vi � t7s 14+00 15+00 16+00 17+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 27 : 573.42 (WATER) 574.61 (STORM) 1-19' DEFLECT WATER AS NECESSARY 28 573.88 (STORM) 576.50 (WATER) 2.62' - 29 574.05 (STORM) 576.80 (WATER) 2.75' - NOTE- STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: ADS - N12 PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) NOTE: UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. UNLESS OTHERWISE NOTED, ALL GRATES SHALL BE WSDOT STD. PLAN B-2A. RECORD DRAWING CERTIFICATION - THESE DRAWINGS CONFORM TO THE CONTRACT R'S NSTRUC71ON RECORDS BY DATE: TITLE/POSITION: _Mgj Aj%Q_5t/' CONFIRMED BY CITY (_. f- DATE: NAMES '�---DATE MORE MOM' mum. U j m z � J ca SU 2 N ~ O �o •� � O N � O d' � N � O� U � N v F-- �- U DATE SEALED 1127-' �Po� HwA SH�F tv��OF WASH EXPIRES, 11-07-OZ EXPIRES, 1-31- -Z, J� WAKED PROJECT REF: FAC # 00-0035 /3/./o a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ZbIo C DEEM lAW, J.E. t2LJ DFAM J. EAVE3 wdJ VA- QQED U y� �7GV 6i- T W N R- &E .� � � I: \LAKELS@k255@ DATE �29-00 SCALE A - 20` SHEET 2 OE. FILE NO 2505 LAKELANf1 Sf}. o� 01670 J C9 m 3 X F-- Z r-i L0 In L0 N J a / Ir 0 3- L0 m LCJ LO CU / 0 I 0 z a J LiJ Y d J WATERFORD PLACE at LAKELAND GRAPHIC SCALE 10 0 5 10 20 � ROAD INTERSCETI0N DETAILS A PORTION OF THE NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 NORTH ( IN FEET) RANGE 5 EAST, , w M., CPY OF AUBURN, PIERCE COUNTY, WASHINGTON 1 inch = 10 ft. INTX. NATHAN AVE. S.E.-AND 61ST ST, C, DINa AND DRAINAGE SCALE 1" = 10' JIM. LUITJJ.JV O OFFSET: 34.00' RT INTX. NATHAN AVE. S.E. AND 62ND ST. S.E. GRADING AND DRAINAGE SCALE: 1" = 10' Y 3 N VJ' INTX. 60TH ST. S.E. AND OLIVE AVE. S.E. INTX. 60TH ST. S.E. AND NATHAN AVE. S.E. GRADING AND DRAINAGE SCALE: 1" = 10' GRADING AND DRAINAGE SCALE 1" = 10' EXPIRESI 11-07-0t LNG CERTIFICATION i CONFORM TO THE NSTRUCTION RECORDS DATE. AC # 00-0035 r z /i/o 0 'U FOR CONFORVANCE NTH i Ht C11 r Ur AUHUNN'S LN01NEERING DIVISION REQUIREMENTS. Approved By. D -3j,� Date Approved: / Z iI Too _ 1 C1 CD ® o N � w w 3 W 3 � � Q � �x O O O It � U � FF * 503 1, r 06 G2 0>0 1470 CD 0 0 CNI m m O Z O M_ a) 3 a 0 cc Ln m a Y 0 3 i Ln co Ln Ln 0 cn 0 z a J W Y 1 GENERAL CONSTRUCTION NOTES L ALE- WORKMANSHIP -AND- MATERIALS- SHALL CO f-TO THE - CITY OF - AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2` ALL WOW -% AM - - T& RIF51< .�- ANC"7W �. A REGVLAROW OF THE IN;AOSNiA STATE DE TMENT OF TRANSPORTATION DOT APWNDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MINI IPAL ONSCT10N LATEST EDITION EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION- NOTES, DETAILS AND SPECIFiEATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. A-- Ply-6r ICTW MUIWG1- 9 ALL BE -REQUIRED PRW TD- ANY W-31E__ WORK FOR` Att PUBLIC FACILITY EXIMON PRMCTS 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR T STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL 1-800-424-555 ) - FOR UTILITY LOCATIONS -(WATER SANITARY -SEWER STORM- GAS- POWER - TELEPHONE AND TELEVISION). 6: THE CONMACTOR Fa- CAUTIONED-- INA7- OVERH -ELECTRICAL LWES7 ARE NOT SHOW ON THE CGS. ME-CONTRACTURI IS RESPONSIBLE_FW DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS: AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM -WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. tO. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH- WITH STRAIGHT, UNIFORM EDGES 12 INCHES 12 OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME OMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE. CONTRACTOR SHALL INSTALL REPLACE, OR RELOCATE ALL SIGNS, AS SHAWL -fit- THE PLANS_OR AS=AFFECTED- BY CONSMICTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. t3 PNW, CABLE AND TELEPHONE LIMB S144LE BE W� A --TRENCH- WFTW A= WMU 1N6i IONTAL S RIIRATIObE k OTHER VU17TES (SEVER, WAX--R, STORM OF THE FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. I& THE CENNTRACTUR WILL BE REQUIRED -70- WATER TW SITE AS- NECESSARY; TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESS TO REMOW W -A� A T OF PR�€T 6WTROCT AC71dTL 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PRO&CT ACCEPTANCE. REFER TO THE CITYS RECORD CONSTRUCTION DRAWINGS REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMEN-T WITH BRICK OF RIMS AND CASTINGS --SHALL BE 14 INCHES (14") WI-WOL1 F ADDING NEW- SECTIONS 1& ALL MANHOLES, CATCH BASIN AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEME*TS -%KL BE AQJUS'1LH TER_ �T. PAS AW CMWOW= TO'-- 7W CITM STANDAW STMENT- EMAIL N& S7 G-1: ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SOR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20: THE MAXIMUM- LAYING LENGTHSSHALL NOT EXCEED- 12'6" FOR- SOR 21 OR 35- PIPE. 2X. BEDIM FOf PW. CONCRETE (,T1EE U=- PIP€- SEIALL B� INCF - MINUS CRUSWD ROCK SIX INCHES MIWAV UNDER, TO SIX INC i MINIMUM OVER THE PIAE, AS PER TI&E CITY OF AUBURN STANDARD DETAI N0. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 21 ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-OSI4. 24. PIPEFAR - BACKFILL MATERIAL W RON THE IMPROVEDk RIGHT' -WAY SHALt BE H MENUS CRUSHES ROCK NSF CONNECTION IS PERPENDICO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL APPROVAL. FROM- THE OWNER, ENGINEER -AID THE CITY OF AUBURN. WATERFORD PLACE at LAKELAND ROAD AND STORM DRANdAGE PLAN NOTES AND DETAILS OF THE NOWWAST V4 OF SECTION 61 - TOWNSHIP 2a NORTH RANG 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ADDMONAL G.D.E"aC. NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OF DETENTION, SEDMENTATIW- AND EROSION CONTROL t<ACILI-TIES-MUST BE CONSIKW I E& AND III OPERATION, POR TO LAND CLEARING AND/OR OTHER CONSTRUCTION AC TWTIES, TO - INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING- CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FORM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE. THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPT-EMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. WETLAND SEED MIX FOR WET TO DRY SEASONAL FLUCTUATIONS MATERIAL % BY WEIGHT % PURITY % GERMINATION creeping bent grass Aarostis stolonifera 20% 907 90% birds- foot- trefoil 15o 907. 907. Lotus corniculatus red fescue Festuca rubro 207. 90% 90% meadow fox tail 15% 90% 9010.1 Algpecurus protensis rough- stalls bluegrass, 20Z 80% 80% Poo trivialis- perennial ryegross Lolium perenne 10% 907. 907. 100% mix by weight PERCENTAGES CAN BE CHANGED OR SPECIES ELIMINATED IF DESIRED. GRASS SEED PLA G W SLOP S FINISH FLOOR FINISH FLOOR SLOPE V _ A� R� l ES 1 5' WALL HEIGHT VARIES MA TCH EXISTING " " WASHED FROM 0 TO 2 MAX GRADE AT G GRP� I EX� QP VPR�E' ROCK f INSTALL IMPERVIOUS LINER ALONG / THE SIDEWALL TO WITHIN 6" OF THE 2, 1.5' SURFACE AND- ALONG- THE BOTTOM 3 / .% .-j,-'� 6"0 ROOF DOWNSPOUT/AREA OF THE TRENCH DE ARP 2"-4" WASHED , - DRAIN 0 1.07* MIN. SEA pRpPOE Np,R1ES 2' MIN ROCK 6"0 PVC PERT PIPE 6"0 FOUNDATION FOOTING DRAIN 0 LOX W. M $LOP 0 0.5% MIN. 12" MIN. 4" (SLOPE ALONG ROCKERY AND CONNECT TO STORM 6"0 CRAWL SPACE DRAIN ®1.0% MIN. 1' DRAIN TIGHTLINE SYSTEM DOWNSTREAM OF BLDG. 8" BUILDING DRAIN TIGHT - DRAIN DRAIN CONNECTIONS.) TO CATCH BASINS AND 8"0 PVC PERF. PIPE i YARD DRAINS AS SHOWN o 0 0.5% MIN 5' IN PLAN VIEW, TYP. o (SLOPE TOWARD CATCH BASINS o AND YARD DRAINS AS SHOWN = IN PLAN VIEK TYP.) FRENCH DRAIN DETAIL f SECTION 'AA') BUILDING STORM DRAINAGE AND ROCKERY Y N.T CONNECT ON DETAIL ISECTCOIV ' j 0 3 co N.T.S. C� CN o� i a �m W' OC X PF " SO .1 iS or- STORM SEWER comwwanohl NOTES AS IEFLWNCED FROM THE CITY OF AUBURN 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2_- ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO" EITHER "STREAMS," "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAAL SSFC-1 AND MARKED "DRAIN". 2. SIDEWALKS WITHIN PUBLIC R.O.W. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-1. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW-1 (REFERENCE TYPICAL DRIVEWAY DETAILTHIS SHEET). & ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 6. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN TYPICAL TRENCH AS NOTED ON CROSS SECTION ON SHEET 7. 7. THROUGH -CURB INLET FRAME AND GRATES (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS- APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. &- ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. NAME �DATE °3 NOTE: SEE STANDARD SPECIFICATIONS FOR ANCHORING METHODS. TYPE 6 - CEMENT CONCRETE EXTRUDED CURB DETAIL REFER TO W.S.D.O.T. STD. PLAN: F-2b N.T.S WHEELC IMgi R MP DETAIL N. T.S. RECORD DRAWING CERTIFICAITON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S NSTRUCTION RECORDS BY DATE:©•Z -oJ TITLE/POSITION: �`0M�•�� CONFIRMED BY CITY 4�-S DATE: in 110163 590 590 560 01- VVRB EXPIRES, 11-07- M PROJECT REF: FAC # 00-0035 THESE PLANS ARE APPROVED- FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By.�iyw� .S Date Approved: 1 Z�Iioo [ At 3 W y� C§0 .r Q � 2 Z3 U IN .� J CD 0 0 0 N CO O cr't cYi Cu z C. Cr 7 m 3 a cn Go T) Cu / En ccz J d / Y 2 0 3 / m L0 cNi 0 (10 0 Z C J w Y a J H 5W 570 cn X a X I J F- Lq ci LO 00 00 3 C14 560 oQ LO (fT N S LC; H 00 00 Y N W �Lo N Y' U00 ZLO � I X GRAPHIC SCALE 20 0 10 20 40 IN FEET ) t inch = 20- ft. SEE SHEET 19 FOR CONTINUATION WATERFORD- PLACE at LAKELAND SANITARY SEWER AND WATER - NATHAN AVE. S.E. A PORTION OF THE NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 NORTH RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON IYATHA,N / NUE .E. E �OW POINT STA j= 201+18.29 { I j A=-200--#-!00 Tom--STA= 20+i F0-50- i ; PVI STA = 4 1 201+18 ; i r 20" HORIZONTAL PVI ELEV _ A.D. - 572.51 4.W i i o I ! g { + N 70,OO' VC Incq ►� + c`! +rs 1 i C.V I r. L --- 12" STORM LINE 72• t �- -- -- — _ T ------- WATER 1 GROSS11Vtm; SWHALL MIGc_'r TIp i'NF ; — L J j 1 1CA6 CR 1TERIA FoR SeWAG& vooi t3 j 7`! ' r Sm LNWE'. Des cut, j SECTl 0w C I- q. i,4 It it STA: + 7 0.50 — G INTX.' NATHAN AVE E. _ i STA: 2004 — Q INTX. NA714AN AVE. S.E. STA: 3+05� 17 — 6290 ST. j 1 i S:E. (EX) _ 10+00 r- 61 T ST. S.E. €A-S-T = STA: 86+29;,�9 — 61ST ST J.E. (WEST) 1 i { I ELEY = 51S_73 (FIELD VERIFY) i j � 1 ELEV. = 574.i91 ! 44 � 1 � ws h 00 �•�- N h ►7 L01n Mtn LOw') LO LOLO FF 11 503 16 of Z2 201+00 570- 1. 1 WATER CONSTRUCTION NOTES �j STA: 201+36.71, 5.02' LT REMOVE EXISTING TEMPORARY- BLOWOFF ASSEMBLY AND 8' GATE VALVE AND CONNECT TO EXISTING 8" STUB. CONTRACTOR TO VERIFY LOCATION, LE.S AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL 4' TEMPORARY BLOW -OFF ASSEMBLY FOR TESTING AND FLUSHING OF MAIN, PER DETAIL SHEET 21. Q147 LF 8" 0 DI CL 52 Q3 STA: 199+90.00, 5.02' LT = STA: 10+05.02, 10.00' LT 1 - 8" TEE (FL) 2 - 8" GATE VALVES (FL x MJ) t - 8" ADAPTER (FL x MJ) CONC. THRUST BLOCKING � 67LF8"0DICL52 130 LF 8" 0 DI CL 52 55 1 - BLOW -OFF ASSEMBLY (LSBL-8) - FIELD LOCATE AT LOW POINT OF MAIN 55 2' SERVICE w/ 1 1/2' METER FOR IRRIGATION - TO BE EQUIPPED w/ D.O.H. APPROVED BACKFLOW PREVENTION DEVICE WATER SERVICEAMETER NOTE: ONE METER SHOWN FOR EACH BUILDING. WATER SERVICE/METER SHALL BE PER COBL STANDARD DETAIL W12 WITH 2" SUPPLY LINE WITH 1 1/2' METER (FITTINGS ADJUSTED AS REQUIRED). SERVICE SHALL BE EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER LINE TO EACH BUILDING PER CITY OF AUBURN STANDARD DETAIL WAFS-1. UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 01 569.13 (SANITARY) 569.67 (WATER) 0.54' SEE CROSSING NOTE THIS PAGE Q 570.13 (WATER) 570.63 (STORM) 0.50' SEE CROSSING NOTE THIS PAGE 33 569.03 (WATER) 570.11 (STORM) 1.08' DEFLECT WATER AS NECESSARY CROSSING NOTE FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE W►TH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICAPONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY ENGINEER DATE P1SASE t AS CONSTRUCTED BY APEX ENGINEERING PLLC Or' � RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS - BY. DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: nnnffi- //-4.s EXPIRES 11-07—t-02, PROJECT REF: FAC # 00-0035 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 12 It k o a a ri H h I'Q"c 0 00 m it 'o Z:y i�Cc, N J U 0 0 o. Cu ('1J CLI Q h Cu 0 z f3 0) 3 Cu U) Ca L0 LC I Cu / Cn F- J CL / 0 M L0 M Cu C) Cn a z a J k1J Y a / X CL X M L0 00 3 N � F= �Q N �v) J � /LO .- (V 3 w /to V')00 00te) I-) u') L N !y J 00 �00 o. LO a J � Y � X GRAPHIC SCALE 20 0 10 20 40 Lm ( IN FEET ) 1 inch = 20 Et. ter- �--�--------------=�`�\ ----- LA_ HILLS WAY JDL �- PF 0 503 I-7 o!- ZZ SEE TO THE RIGHT FOR CONTINUATION L uj Lu- co O z ' o � vJ '~'^^ U w 0 co W_ Lu W ZCf) a- WATERFORD PLACE at LAKELAND SANITARY SEWER AND WATER - MARSHALL AVE. S.E. A PORTION OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH RANGE 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WA3HIIVGTON SEE TO THE LEFT FOR CONTINUATION y *� �� ?' Rom+• � - l\ T) -�� .�. \� .�� , - MATCHLINE - STA: 86+29.29 - 61ST ST. S.E. (WEST) STA: 10+00 - 61ST ST. S.E. (EAST) SEE SHEET 19 FOR CONTINUATION I TA: 0+39 17 LF 6"0 1 NfV = 570 F. �,1576.6c RZ O O U 1 O Uj Z� J w =CIO w UW i V) WATER CONSTRUCTION NOTES Q130 LF 8' 0 DI CL 52 STA: 87+55.95j 2.22' LT 1 - 12' TEE (ALL FL) 1 - 12' GATE VALVE (FL x MJ) 1 - 12' x 8' REDUCER (FL) 1 - 8' GATE VALVE (FL x MJ) 1 - 12' ADAPTER (FL x MJ) CONC. THRUST BLOCKING Q7 20 LF 12" 0 DI CL 52 STA: 87+75.39, 8.68' RT 1 - 12" x 6" TEE (MJ x- FL) -- 1 - 6" GATE VALVE (FL x MJ) 1 - 6' FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING Qg 291 LF 12" 0 DI- CL 52 10 37 LF 12' 0 DI CL 52 11 STA: 87+70.42, 32.98' LT 1 - 12" 22.513END (MJ) CONC. THRUST BLOCKING 12 24 LF 12" 0 DI CL 52 13 STA: 87+70.68, 57.39' LT 1 - 12' 22.5'BEND (MJ) CONC, THRUST BLOCKING UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 3O 568.73 (SANITARY) 570.27 (STORM) 1.54' - 4O 568.94 (SANITARY) 569.71 (WATER) 0.77' SEE CROSSING NOTE THIS PAGE J 569.10 (SANITARY) 571.32 (STORM) 2.22' - 6� 570.06 (WATER) 571.06 (STORM) 1.00' DEFLECT WATER AS NECESSARY 7U 569.46 (STORM) 570.78 (SANITARY) 1.32' - 8� 568.93 (STORM) 569.47 (SANITARY) 0.54' SEE CROSSING NOTE THIS PAGE 9O 570.12 (SANITARY) 571.62 (WATER) 1.50' DEFLECT WATER AS NECESSARY 10 568.63 (SANITARY) 569.63 (STORM) 1.00' - 11 569.83 (STORM) 570.50 (WATER) 0.67' SEE CROSSING NOTE THIS PAGE 31 568.35 (STORM) 569.50 (WATER) 1.15' DEFLECT WATER AS NECESSARY � -�- -�-- --�-- -�----1----- - � ----------1 �--;---_____ ARSI-1ALL --------------- AVENUE ► {' 4EMA. 29.29-Tb STAQ9+50 { i LOW POINT ELEV = 574.63" I 1 { ( ! 1 20 HORIZONTAL { I 1 .598. 1 LOW POINT S$TA _ 86+8a 5 VERTICAL PVI ELEV = 574.40 HIGH POINT ELEV = 575.78 LOW POINT ELEV = 573.85 LOW POINT] STA = 90+76.55 A.D. 2.00 t i ►' K = ,'45.00 , VC go.OtQ HIGH POINT STA = 88+40 PVI STA ^ 88+40 PVI ELEV j= 576.00 1 I f PW STA = 90+80 PW ELEV = 573.60 A.D._2.17_ - b0, -I_? 00 K = �45.00 , _ { i _ K = 41.56 �, co - g " { ( _ say --- i { j j ! ! i 9b.00, VC .4.VAmr STA RIM 86+92.56 - ,0.22' LT + 574.85 - s fR�uED AT �r/S i o �' �{ ? f SSMH 1510-861 STA 88+40 TYPE 1 - 48"� 9.59 LT °♦° l I ! I i i j •6 I.E. 6' IN 568. Not • • u uu I � --- � - -- _-_�_._._ { + ,n 0 = -_ _-�_------ t�=� �"', � � 1 m m .58&E9 `�- W I �t 1y � , I I.E. ,SE) 6 ! IN { I I•il-�- W h Z m m I.E. OUi 0-80 j �N3 &64 S6l.32 W W I ! 1 : 4 j In -- 12" WATER DIP " WOgg i ---- ----- ---- - --- - -- ----- 1f ! 1 - ----- - - --� _ - --- ----- _ - -- --- -- --- M F 8'I i A Z C p INV. MAIN 568.00i i __..-_--__._._ 1 4 �------------ ------- ----_� ----------- I 1+43 6"I k +29.29 - = TX. 61ST ST. E.. WEST = I T. S.E. EAST i (EAST) _ P.C. STA: i j 187+24.9.3 ! 1 P.T. STA} { { f ' ' 87+86.98 � S 1 six. . 0 MAIN = ! 8.30 � { I STA: Q+39 INV. �jMAIN (6'0 PVC { { �� = 567.79! STA: 0+00 - 61ST STA: 200+00 - NA1lN 574.9t AVE_ S.E_ i ELEV = 574_85- t� ! ELEV. =1575.47 j i _. A r �c^o �� "�� ^ C n °°CN � "' in h u� `O Lo LO u.) n "' .�I( to Ln u7 V') uO `n ul 87+00 88+00 89+00 90+00 14 60 LF 12" 0 DI CL 52 15 STA: 87+76.91, 114.58' LT 1 - 12' 4513END (MJ) CONC. THRUST BLOCKING 16 18 LF 12" 0 DI CL 52 17 STA: 87+80.75; t24.71' LT 1 - 12' 45'BEND (MJ) CONNECT TO EXISTING 12" STUB. CONTRACTOR TO VERIFY LOCANK LE:S AN& -FITTINGS PRIER TO CONSTRUCTIOM. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL 4" TEMPORARY BLOW -OFF ASSEMBLY FOR TESTING AND FLUSHING OF MAIN, PER DETAIL SHEET 21. 53 1 - AIR AND VACUUM RELIEF VALVE (LSBL-7) - FIELD LOCATE AT HIGH POINT OF MAIN Q1 - BLOW -OFF ASSEMBLY (LSBL-8) - FIELD LOCATE AT LOW POINT OF MAIN 55 2- SERVICE w/ 1 1/2' METER FOR IRRIGATION TO BE EQUIPPED w/ D.O-.H. APPROVED BACKFLOW PREVENTION DEVICE WATER SERVICELMETER NOTE: ONE METER SHOWN FOR EACH BUILDING. WATER SERVICE/METER SHALL BE PER COBL STANDARD DETAIL W12 WITH 2' SUPPLY LINE WITH 1 112" METER (FITTINGS ADJUSTED AS REQUIRED).. SERVICE SHALL BE EQUIPPEE WITH DOUBLE CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER LINE- TQ EACH_ BUILDING PER CITY OF AUBUF STANDARD DETAIL WAFS-1 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDA-RBS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERKW�- OF 12 MONTHS FROW THE DATE �60 t, CITY ENGINEER DATE PHASE s AS CONSTRUCTED BY APEX ENGINEERING PLLC XVJ '< J(o /0 1 EXPIRES, 11-07-W RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS CTION RECORDS BY: DATE: /0 ' i -03 TITLE/POSITION: CONFIRMED BY CITY �-- Z- DATE: AD l0 0,3 PROJECT REF: FAC�00-0035 /2_ //a' THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. --s Date Approved: 1 z) I J o o � O �a N h i s y _ „3. N t'1 � y R L5u ¢ c m m� Ca Vzze a U .. N J U' O Q.. C\.I CU v c*i 0 z 6 Cm 3 Cn 0o L0 CV J CL Y CD O 3 LO 00 Ln L0 cli C0 0 Z a w Y Q 1 X Q 0 3m 0 Y' ri z� CL 00 �Q cr_l00 N 3 � �00 U-) N W LO 2 L0 La L _ X ,VIIa T ■ � AN SEE L SHEET a WATERFORD PACE at LAKELAND GRAPHIC SCALE SANITARY SEWER AND WATER - BOTH STREET S.E. 20 o ,o Zo w A PORTION OF THE NORTHEAST 1/4 OF �+CTION 6, TOWNSHIP 20 NORTH IN FEET) RANGE S EAST W.A�, CITY OF AUBlIRRi, rERC.E COUNTY WA31'INVC:TON 1 inch = 20 ft. .-._..-__-. .-r.. 4 SSMH 51b-85 TYPE 1 48 0 60TH STREET13.E. STA = 9 +59.66 - 9.931 LT j ! /-_ _-------{-------'-----�---- RIM = 5�e I.E. �N� 973. i s I _-_.- I OUT = 867.Ij STA:190+50 � TtO STA: 95+00 LOW POINT EV = 573.85 -i i ! 1 1" = 5' VERTICAL I LOW -POINT ST�t-= 90+76:5:� I i ! I 4. 151 82 E 1 48 0 1 jSTA= 9 +26. - 9.941 RT PW STA 1- 90+80 i I RIM = 5 S79 •Q Pi4 EEE�F?= Af f { 83 TYPE 1 - 48-0 ' I,E.-�E 8 IN = $t 1* 0613-= Rfi-- - -- - - -- ---A B:- 2,1 _ __---------' �f ---1-- STA ;-- - - -i-- ---� - -----�--- K 41.56 i C I = I.E. W 8� b 7S . Z0 IN = 56610 �6�•y3 { ' OVA 90.0+' VC i ! S MH 1510-84 - ja 11 LE. �E� 8 ! OUT - j • s! k I STA = 90+88. 580- UL MAW 1 4967.0� IS, € 8_" OUT = !W42 s". i - --� ----- --- -- 1 ---- _---- ' ---_ --- RIre tttf fort SEWAGE j W £s t CeaM, S r1 o to C 1-t 1,1. 4mm i i 1 3 27 I i I x IIlk i k j, j E { t ; WATER � 0 If 36 LF80 122 ,..... ..., tf A'�i ri�C 0 �I'� � i LF 80 PV C $D R35 ^ _ - ' 0 INV:_ 0 MAtlt = .6•5- j ST f 1+75 CO- STA: 1+ � - '# � STA: 0+62 6"0 PVC INV. 0 MAIN - 565.70 � � � STA. 1 t49 6'0 PVC , I 1 STA: 0+55 6;0 PVC , . 0 MAIN = INV. 0 MAIN = k ! INV.0 MAIN = 565.10; j V. _ P.C. TA: 90+51.26 = 573.92 i P.T. ELE INV. 0 MAIN 566. STA: 91+13.31 . = 574.01 ( i i P.C. STA: 91+ '�8.11 I ELEV. A: 9 + 1 = 575.62 i I " TA: 0+32 6 0; PVC V. 0 MAIN = 65.55 P.C. STA: ELEV. 94+11.88 P. = 577.47 ELEV. STA: 94+84. 1 8 ELEV• ; ELEV. = 574.98 = 578.32 0 N � C j � � LO m COP, LO 00 co cm ► IO LO LO �j �j Lj to � Ln j LO LO Lj to t LO 30 92+00 CROSSINGNOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION; A 3px48"x108"- SHEET OF ETHAFOAM- 224- WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. 93+00 94+00 UMfTY CROSSING TABLE CROWN IN VER T CLEARANCE ADDITIONAL NOTES 12 567.99 (SANITARY) 570.15 (STORM) 2.16' - 13 567.95 (SANITARY) 569.80 (STORM) 1.85' - 14 569.30 (WATER) 569.80 (STORM) 0.50' SEE CROSSING NOTE THIS PAGE 15 567.70 (SANITARY) 568.60 (WATER) 0.90' SEE CROSSING NOTE THIS PAGE 16 568.07 (SANITARY) 569.57 (WATER) 1.50' DEFLECT WATER AS NECESSARY 17 567.91 (SANITARY) 569.41 (WATER) 1.50' DEFLECT WATER AS NECESSARY 18 572.30 (WATER) 573.51 (STORM) 1.21' DEFLECT WATER AS NECESSARY 1@1 570.57 (WATER) 571.57 (STORM) 1.00' DEFLECT WATER AS NECESSARY 95+ FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS - AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY ENGINEER DATE WATER CONSTRUCTION NOTES 18 STA: 90+73.36, 6.39' RT 1 - 12' 45- BEND (ALL FL) 1 - 12" x 6' TEE (ALL FL) 1 - 12' GATE VALVE (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSEMBLY 1 - 12" ADAPTER (FL x MJ) CONC. THRUST BLOCKING 19 40 LF 12" 0 DI CL 52 2p STA: 91+15.08, 8:68' LT 1 - 12" 45- BEND (MJ) CONC. THRUST BLOCKING 21 142 LF 12" 0 DI CL 52 22 STA: 924•5&11-, 6.38' LT 1 - 12- 11.25- BEND (MJ) CONC. THRUST BLOCKING 23 83 LF 12" 0 DI CL 52 24 STA: 93+41.24, 5.97' LT 1 - 12' x 6" TEE (MJ x FL) 1 - 6" GATE VALVE (FL x MJ) 1 - 6' FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING 25 25 LF 12" 0 DI CL 52 26 STA: 93+65.74, 5.85' LT 1 - 12" 11.25• BEND (MJ) CONC. THRUST BLOCKING 27 167 LF 12" 0 DI CL 52 54 1 - BLOW - OFF ASSEMBLY (LSBL-8) - FIELD LOCATE AT LOW POINT OF MAIN WATER SERVICE/METER NOTE: ONE METER SHOWN FOR EACH BUILDING. WATER SERVICE/METER SHALL BE PER COBL STANDARD DETAIL W12 WITH 2' SUPPLY LINE WITH 1 t/2" METER (FITTINGS ADJUSTED AS REQUIRED). SERVICE SHALL BE EQUIPPED WITH- DOUBLE CHECK VALVE ASSEMBLY -FOR- FIRE - SPRINKLER LINE TO EACH BUILDING PER CITY OF AUBURN STANDARD DETAIL WAFS-1. NAME -DATE Io•'t�3 I t -'Ll -o" EXPiRES1 11=07-- 01, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT 'S CONSTRUCTION RECORDS BY. - DATE. d - 2 - d 71TLE/POSITION: CONFIRMED BY CITY DATE: -A� PROJECT REF: FAC # 00-0035 /� o THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 0,4� Date Approved: I cr S. ca J C, C> 0 m N d5 LO 0 Z C a m 3 v «n Ln CO L0 Cu J d Y O 00 LO L0 0 Cn I 0 Z J w Y Q J a m N E 1' o� 00 �00 J L0 kf> Y �k N �L0 00 t1 N C� o 00 o Z r� X GRAPHIC- SCATE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. WATERFORD- PLACE at LAKELAND SANITARY SEWER AND WATER- 60TH STREET S.E. A PORTION OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH RANG 5 EAST, WM CRY OF AUBURN, PIERCE COUNTY, WA31-aMISFON II --�`Y-- - - - - - - - - ' a � ; KEY MAP UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 19 573.17 (STORM) 574.21 (WATER) 1.04' - 20 572.37 (STORM) 573.83 (WATER) 1.46' - 21 572.79 (STORM) 573.83 (WATER) 1.04' - { In + • -- - m i i 3 - HIGH PQIIwT E NIGH POINT STIR PM STA ( I P ELfVj= A.D.=! _ K = 90.OtlJ' I EV = 578.96 = 95+63.45 95+60 5?9-201 -Z17 _ 41.55 VC I , !� # } � - i 15.64 ! f i i - -- r l+J 81. Ti!Pt= - I LOW POINT E� CV - 578.23 -�- 4� -- 1' - -� LOW POINT ST�1 - 96+8Q.00 $.79 ! 7 $. gs PVI STA 96+80 sW.T,5 i= 5M. ��A.D. � 2.00 K = i45.00 90.06, VC i i -- _- - _--- - __ ------- , - - I I - -- - ------ - .Y_ I-- - i i ! , i RIM � fE c � IE ' �,_._------- -.-- I ! l ! + -- _--------- W 1.Ot1 35 ! 33 -__---!-----_ SMH 510-80. TYPE 3 - 54 0 ' - 2.65 RT ! 7J• Dl 4� s 5(a3.► �-5&F36 s&a.99 ! _ ------ i � �. �, ,i __ f ---- U U m m i `. HIGH HIGH POINT F�VI PM _1�.D.== POINT ELEV =79.37 STA = 98�39.79 - , STA - 98+5p - ELEV = 579.10 _ 44.79 i1Q00' VC 1 _ _--- -----__-- mmmu --;----- n37 ! r � fELEV -- - IRIM o -- --- - - Lai w ---- { H 1510-7 TYPE 3 - 54 0 EX: I ST LE 5 I.E.JNW LE I.E. _ _ - I 1 I I II LJ I JJ I I ' - 29 1IiE _ TA - 97+58.01� - �?883 " - VIA 8 _l� -;5 S 8" II _ E 8" OUT �-----=- - ---. ! i --- -__ _ _ 36 10 �- L N: =_ UT-,5fr�16S� __ _. tR -- a cc h -- --- - m 00 I 30 STA = 99+6 �.21 RT = 57$.»' s'7� SS M- tf. ME8 LE. 8 = 561.93 i l - ----- ( - - 32 r 1 L SW 8" IN = 61.70 i -) _ S) 8" IN 5 1.70 j 8a IN = 50.61 � 8 OUT - 561.53 - _ ------------ ! I I i ---- I ----- , I i ( Q ! ;- _ ---- { ----- i _ W STPEET SE. _ -_- -- -- STA = 915+00 TO STA: 100+00 ELEV ► ! t� STA: o46s 1 II�k1 j d'I PVC s PVC = 56 0.6610 .� ( r. Lj l ( ! i } I A:1 E1EV! j4OD1-tat-cl7�- w IsTA., 0+3 6"t ! - I ENV MAIN - 97+4&92 - INTX. 60TH ST. = AN AVE. S.E. -"----_-'---'-�--- 4 r ! i -- P.T. ST , ELEV. • 1 -- --- `."." "�"' ! STA 1+ 2 i INV. 0 M f . 1" a 20" HORIZONTAL j 1- 5 I -----------�---------- i " 6 P VC ERTTCAL i -^-- -'- O. I i , { i I I 'y . - �---- - ----��---' IY DI CL' Qr x >9 INTX 60TH ! ST. S.E. _ t --' - - ! i i 17+75 - NA = 578.69 ---�_ P - 563.76 I ! i STA: 100+00 ,- + STA: 11+14.1 ,1N = 562.89 = 578.92 -OLIVE WAY E. EX. t ELEV. = 578.06 (FIELD VERIFY) 00 an 0p coo F lC)_ � I ,�� O I� � ^ � O ci. L o 00 I 00 LO h �3-- Ln r') ►7 M N 00 red od � n 0 to to Ln 1A N N r Do � � P, � �i � O N O n N cd � � � 00 t� ^ Wi PO N 0i A 00 00 ^ 1+� 1� V1 W) LO N Op 1� Ci a 28 STA: 95+33.76, 7.33' LT Q STA: 96+32.37, 9.01' LT -�-�ER - 1- - 1�" x= 6' TEE - ALL- k1)- 1 - 12 11.25' BEND (MJ) /� p A r i - 12" GATE VALVE (FL x IAJ) CONC THRtiST BLOCKING CO ��- 1 - 12" ADAPTER (FL x M4 92- LF- tZ- 0- DU CL 52- 1: - & GATE. VALVE- (FL x NOTES 1 - 6" FIRE HYDRANT ASSEMBLY STA: 97+21.77, 12.48' LT CONC. THRUST BLOCKING 1 - 12" 22.5' BEND (MJ) 2g 100 LF 12" 0 DI CL 52 CON( THRUST BLOCKING 33 I& LF 12" 0 DI CL 52 34 STA: 97+40.07, 9.70' LT 37 161 LF 12" 0 DI CL 52 1 - 12" TEE (ALL FL) 1 - 12" GATE VALVE (FL x MJ) 38 STA: 99+40.02, 6.25' LT 1 - 12" x 8" REDUCER (FL) PEMOVE EXISTING TEMPORARY BLOWOFF t - 8" GATE -VALVE (FL x MJ) ASSEMBLY AND 12" GATE VALVE AND CONNECT 1 - 12" ADAPTER (FL x MJ) TO EXISTING 12" STUB. CONTRACTOR TO VERIFY CONC:__TT#RUST BLOCKING LOCATION; I.E.S- AND FITTINGS PRIOR TT} 35 40 LF 12" 0 DI CL 52 CONSTRUC110N. CONTRA( FOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES ..ND COORDINATE WITH THE CITY FOR ANY 36 STA: 97+78.89, 6.52' LT ADJUSTMEN'S. 1 - 12" x 6" TEE (MJ x FL) 1 - 6" GATE VALVE (FL x MJ) INSTALL TEMPORARY DOUBLE CHECK VALVE 1 - 6" FIRE HYDRANT ASSEMBLY BACKFLOW PREVENTION ASSEMBLY FOR TESTING CONC. THRUST BLOCKING PER DETAIL SHEET 21. 53 1 - AIR AND VACUUM RELIEF VALVE (LSBL-7) - FIELD LOCATE AT HIGH POINT OF MAIN 55 2" SERVICE w/ 1 112" METER FOR IRRIGATION TO BE EQUIPPED w/ D.O.H. APPROVED BACKFLOW PREVENTION DEVICE WATER SERI4 A97ER NOTE: ONE METER SHOWN FOR EACH BUILDING. WATER SERVICE/METER SHALL BE PER COBL STANDARD DETAIL W12 WITH 2" SUPPLY LINE WITH 1 112" METER (FITTINGS ADJUSTED AS REQUIRED). SERVICE SHALL BE EQUIPPED WITH. DOUBLE_CHCK VALVE ASSEMBLY FOR FIRE SPRINKLER LINE TO EACH BUILD.'"!,' PER CITY OF AUBURN STANDARD DETAIL WAFS-1. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY ENGINEER DATE 100+00 - RECORD DRAWING CERTIFICATION - THESE DRAWINGS CONFORM TO THE CONTRACTOR' CON UCTION RECORDS BY: - DATE: TITLE/POSITION: Qm W-Ak CONFIRMED BY CITY DATE: 1 1 5w 570 560 PROJECT REF: oLIULJ Ma NAME �DATE /°'�'03 PHASE I AS CONSTRUCTED BY ,APEX ENGINEERING PLLC EXPIRES, 11-07- 02 FAC J 00-0035 <1 i/ao THESE- PLANS ARE -APPROVED- FOR CONFORMANCE k19TH- THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. .• Date Approved: N a Q o= a m m'' 4 Q 2 u y U � � N H F F `S03 I °1 of zz 010 0 t 6 070 0 0 a. 0 0 00 L0 cri CZE 0 z m a, 3 !F'3 cn co LO L0 C\1 En J [1 Y 0 3 s L0 00 CU 0 ul i 0 z Q J LLt Q J x Q Q FWL F=. 3 CD Cl Y' ai U)00 U) 00 ,to to OIL ram- S 00 J In i key rrkcl 3 LO �00 � 04 C-4� o� I� zC14 L� Y y j W X PF,5703 Zo OF Z2 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET 1 inch. = ZG tt_ a -- Ww uj ~ as ucn03 Z ui Z CO UO o o�co 0 `- Q N W co 0i V) N w I + L.Ljcn W Z 00 Q SE WATERFORD PLACE at LAKELAND SANITARY SEWER AND WATER — 61S7 STREET S.E. A PORTION OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH RANGE 5 EAST, W.M, CRY OF AUBURN, PIERCE COUNTY, WA3HWGTON 91 �i�W Q z o W ZLi- C> .J �- =w w LU V) 1 Li 11+00 12+00 13+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 22 568.74 (SANITARY) 570.89 (STORM) 2.15' - 23 569.64 (SANITARY) 571.14 (WATER) 1.50' DEFLECT WATER AS NECESSARY 24 568.54 (SANITARY) 571.48 (STORM) 571.16 (WATER) 2.94' 1.74' - - 25 569.42 (SAMIARY) 26 571.91 (WATER) 572.91 (STORM) 1.00' DEFLECT WATER AS NECESSARY WATER CONSTRUCTION NOTES Q3 STA: 199+90.00, 5.02' LT = STA: 10+05.02, 10.00' LT 1 - 8" TEE (FL x MJ) I - 8' GATE VALVES (FL x MJ) 1 - 8" ADAPTER (FL x MJ) CONC. THRUST BLOCKING �4 67 LF 8" 0 DI CL 52 39 STA: 10+71.52, 10.00' LT 1 - 8" x 6" TEE (MJ x FL) 1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING �k 209 LF 8' 0 DI CL 52 41 STA: 12+82.35, 8.49' LT 1 - 8' 22.5' BEND (MJ) CONC. THRUST BLOCKING 42 18 LF 8" 0 DI CL 52 43 STA: 13+02.-64, 9.57' LT- 1 - 8' 11.25' BEND (MJ x FL) i - 8" x 6" TEE (ALL FL) 1 - 8" GATE VALVE (FL x MJ) 1 - 6" GATE VALVE (FL x MJ) 1 - 6" FIRE HYDRANT ASSEMBLY CONC. THRUST BLOCKING 55 2" SERVICE ►r/ 1 1/2" METER FOR _# ATION --- TO BE EQUIPPED w/ D.O.H. APPROVED BACKFLOW PREVENTION DEVICE WATER SERVICE/METER NOTE. ONE METER SHOWN FOR EACH BUILDING WATER SERVICE/METER SHALL BE PER COOL STANDARD DETAIL W12 WITH 2' SUPPLY LINE WITH 1 1/2' METER (FITTINGS ADJUSTED AS-REQUIREDSERVICE SHALL BE -EQUIPPED WITH DOUBLE CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER LINE TO EACH BUILDING PER CITY OF AUBURN STANDARD DETAIL WAFS-1. FOR WATEfZ ONLY - THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD --OF 12 MONTHS FROM THE— DATE OF SIGNATURE CITY ENGINEER DATE "�HASE z AS CONSTRUCTED BY APEX ENGINEERING PLLC i I- 7rl _ _. EXPIRES 11-07- OZ RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/`POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 00-0035 i2/i/60 +^� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. • Approved- By. flVe Date Approved: 'z1 t 100 s' Qx 4^ Z Z Y J � � Q �Q �' N O 0 CU C11 m _m Cu O Cy X o, 3 g Cd In m L0 LO / J a / Ir 0 L0 co L0 In R, / 0 Cn I LLJ Z 4 J Y Q 0 m 01, J � /L Y L0 � C`4 3 L /00 L0 00 '0L0 '0 L0 N o� Z J I Lu(r) QL _ X Pf * so3 z) of Zz �� o N z CIF' z 0! 0U GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. WATERFORD PL.AEE at LAK AND SANITARY SEWER -AND WATER — NATHAN AVE. S.E. A PORTION OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 20 NORTH RANG 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WA3HINGTON SEE SHEET 18 FOR CONTINUATION ----T— -I- -----7 ------�----- ! "NATHANU f------------------ -, � I - r-- - S.E. AVENUEi �. -HIGH (POINT % HIGH POINT STA = 164,09.30 --r--- F i j ' I 4 - ---- ------ 10-80 TYPE 1-----.._ �3 - 54"0 11 8 E 1 - I P1� STA = 16+09., O ! �VI Si'A = 17+ 9.30 21 57 o /T = 5r7 57g. SZ " IN = 56J:P S 1 RIM = I.E. SW -0 16&S7/ ;. { i A-13+� I 1 " 5 TO S A: T7+76 " � i - 20 HORIZON 7AL PSI } ELEV = 581.Op A.D. _ -2.Aa 1 I ' PN ELEV = 5810.00 I A.D. _ -1. I RIM I.E. LE. S 8" IN = 3 8' IN = 68 3 5 1 � - "-1N _ 5 1 + SIsES- - -1------.- i ___--_ 1__-__ _ .-___ _ j _ __ T_ _ __ } ; ! _ _�_.-__ �,_- VERTIC1 ___ - --- - - }-------_- --.— -- ! .__ —.__-_ _ r _ _ _ - _---_ _ —._ K - 55.00 ! __ _�. _ ._ _ . �._- _ ---,- -- --8- K = 9. A f 56�3r� --- ' I.E. N) 8 ! OUT - 56581 SCou� f I I I ! } 88 TYPE 1 + / ' 110.00 VC !_ 90.00 VC i ! _ Ix. (S) s o IN = 56 161 S (05 1' { 9 ! �. .� Cs ; H 1 10-871 TYPE 3- 54" _ RT i n .r In STA SETA = +21 .1 !'E. OUT _ b LE. 8 IN —51 = .56,3 4 3.9-3 I.E. 8" OUT = 56¢�3 5C*3.77 j ! ! 1 L m � I 1 mom mummm s } COVEN WA TEO DIP- i , ' 4T � 1 I s 49 I 50 I 81 53 s I I 0 i 75 LF PVC SDR a3 i ; I LF 8".I PVC SWJ5 . a. SW r h 195 LF a o.sa s � � 4 — -- — f 1 _ - 78'3t fft - *- MAW i1 � STA: 1+30 6- " I NV 0 MAIN = � P 555 STA: �+� 6 70 PVC WV. 0► M � 565.01 .R.0 STA: 1 � � � P.T. STA: 0+06 6'0 PVC i � �"0 k 0+58 P VC TA: 17+75.00 - INTx. NATFr�MI AVE. S.E. = 565-7& A; 97+48 92 ;- _ - ELEV. 578.691 60TH ST. S. ! i j j j } I ELEV. = 580.291 i STA: 1 V = .79 INV. 0► M IN = 564.03 i • NiAHV 563. s ENV. ®MAIN=i65.82560 I L0L, LOW, r,1 LOo r—, �� C Lr) o LOB, 6 a c 0 000 LOUS r �i, LO LO 14+00 15+00 16+00 17+00 UTILITY CROSSING TABLE CRG N INVERT CLEARANCE ADDIPONAL NOTES 27 573.42 (WATER) 574.61 (STORM) 1.19, DEFLECT WATER AS NECESSARY 28 573.88 (STORM) 576.50 (WATER) 2.62' - 29 574.05 (STORM) 5 76. 80 (WATER) 2.75' - Ce3•oI tea. 99 RECORD DRAWING CERTIFICATION - THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS - BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: F— z O U 0-- LA- 00 LLJ W W LO WATER CONSTRUCTION NOTES STA-- 97+4U7> 9.70! LT = STA: 17+83.60, 10.00' LT 1 - 12" TEE (ALL FL) 1 - 12" GATE VALVE (FL x MJ) 1 - 12"- x 8" REDUCER (FL) 1 - 8' GATE VALVE (FL x MJ) 1 - 12' ADAPTER (FL x MJ) CONC. THRUST BLOCKING 44 29 LF 8' 0 DI CL 52 45 STA: 13+35.42, 8.56' LT 1 - 8" 22.5- BEND (MJ) CONC. THRUST BLOCKING 46 91 LF 8" 0 DI CL 52 47 STA: 14+27.17, 8.91' LT 1 - 8' 11.25- BEND (MJ) CONC. THRUST BLOCKING Q 151 LF 8" 0 DI CL 52 49 STA: 15+7984, 9.17' LT 1 - 8'x 6" TEE (MJ x FL) 1 - 6" GATE VALVE (FL x MJ) 1 6" FIRE-I+YDRANT ASSEMBLY CONC. THRUST BLOCKING 50 25 LF 8" 0 DI CL 52 51 STA: 16+04.26, 5.77' LT 1 - 8` 2� BEND (MJ) _ CONC. THRUST BLOCKING 52 178_ LF 8" 0-DL CL- 52 _ 53 1 - AIR AND VACUUM RELIEF VALVE (LSBL-7) - FIELD LOCATE AT HIGH POINT OF MAIN 55 2" SERVICE w/ 1 1/2" METER FOR IRRIGATION - TO BE EQUIPPED w/ D.O.H. APPROVED BACKFLOW PREVENTION DEVICE WATER SERVICE/METER NOTE: ONE METER SHOWN FOR EACH BUILDING. WATER SERVICE/METER SHALL BE PER COBL STANDARD DETAIL W12 WITH 2' SUPPLY LINE WITH 1 1/2" METER (FITTINGS ADJUSTED AS REQUIRED. SERVICE SHALL BE EQUIPPED - WITH DOUBLE CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER LINE TO EACH BUILDING PER CITY OF AUBURN STANDARD DETAIL WAFS-t FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY ENGINE DATE PHASE T. AS CONSTRUCTED BY APEX ENGINEERING PLLC Y.",�� (o'bl /-,*Oo �AHEI✓ EXPIRES, 11-07-OZ PROJECT REF: FAC # 00-0035 Az/i/oo THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. fp---S� S-IL-t4 Date Approved: / -ah /o6 o � r i �C C W Q o Q JQ C a L3 O � LO C m r4) �0� C °' .� L0 C: L0 t) 0 N C o' E Q u v� o N (50) o �r 04 mono\ u7 04 0* Z ts ui.. 0- cc o 0 CL 0 3 N F-- X-- w- co JZus EQ t�Y�� _ g3, a:Arm 3 LL, ac-of W W 0 w L Q Z Z co w w �- U DATE SEALED /f-7.7-00 EXPIRESi 1-31- Z/ JEfFY WAIg2WQ DESM 1AW, J.E, G" DpAM %EAVmid J. WW C*ECyr-A.) IR 7 BM SEC 8 1 .Sh Ft- 5G FIE N I: LAKEL '"=30\25585 DATE SCALE P SHEET WOFZ FILE NO 255M LAKELAND S0: o a. J 0 0 0 cu RI m 6 Q Q h cu 0 Z c 0 m LT 3 L� 0 00 U') Ln Cu / S a Y O 3 Ln co LO Ln CD 0 z J Lu Y Q J 0 W 0 [ Lam' THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PRO ECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE OAF T hE JOB SITE WHENEVER *47ER- CONSTRUCTION IS -IN- PROGRESS - WATER HAW BLOCKING LSBL-1 FIRE HYDRANT LOCA 710N LS8L-2 FIR€ .HYDRANT DETAIL LSBL-J DEDUCT METER LSOL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 2-INCH AIR & VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 WATER PLAN NOES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUC110N SURVEYING FOR EXTENSIONS OF PUBLIC FACIU71ES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3 DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICA7IONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES 6. 12' AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. & PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING; LINING, AND STRENGTH AS THE PIPE TO W19HICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-60D, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS; SECTION 4.07(14) AND HEREIAL_ _ ALL -EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE -CONTRACTOR, AND- THE CONTRACTOR -SHALL - CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIFING= AND- APPURTLWAMCES INSTALLED -UNDER TH6 CONTRACT, II! CLMNG ALL CONNECRW_ TO EVS7W MAINS AT A MIND TEST PRESSURE OF - 200 PSI. la DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE- DEVELOPMENT POLICIES AND -PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A 12: SERVICE LINES SHALL BE A JVNA EA61z 314 IAI£If AND SHALL CONFORV TO THE STANDARD DETAILS LSBL-6 AND LS8L-6A UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH-BONNEY LAKE STANDARD DETAIL Na LSBL-1. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH-BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3 AND -SIX-INCH PIPES TO -HYDRANTS -- SHALL BE CLASS 53 DUC17LE RM. 15 CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METERISERWCE PEW75 F TFE WTM PURVEYM PIS Ta-O~OVSTRUCTtr t6. ALL VALVE BOXES IN PUBLIC RIGHT -OF --WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE LAKELAND SOUTH-BONNEY LAKE STANDARD DETAIL Na LSBL-5. I Z WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AU7HORIZA110Af OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE D€MDRE&_ I& BLOW -Off VALVES 9WL BE CM0ECTED TO THE WATER, AWN PER LSBL-8 OR LSBL-9 AS APPLICABLE. 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PROIEC71ON AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE LAKELAND SOUTH-BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 2t STREET CURBS -SHALL BE PAIU7EQ IffTEL FORMS A- NO- Yt (YE I QW) t& FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. ALL WAi -MM SI * A` BLO T' ASSEMBLr AT LOW -POT T Ate AN AIR VMUM REED VALVE ATRGH POWT OF MAID AIR AND MUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-& 23. WATER LINE CONSTRUCTION SHALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STAWARDS DURING CONSTRUCTION. 24. ALL DEFLECT ONS� OF-DUCTkE IRON PIPE TO' BE PER- MOWACR REWS RECOMMENDATIONS 25 TYPICAL LOCATION FOR HYDRANTS BLOWOFFS AND AIRIVACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS RkT Ta- CUW AW J FT BEHW C -WHERE- WALK- IS BEHIND' PLANTER STRIP- (IF APPLICABLE). STY SEWED NOTES R- 1. 774E LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4) LONC BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTlf OF THE SIDE SEWER OR TEE SHALL BE INWA'TED W BLACK PAMIT ON- THE 2- X 4. 2: CW7RAC`TW SHALL OKW AMY -KCESSARY W SEWER- C PMfTS FROM THE CITY OF AUBURN PRIOR TO CMSSTRUCT M. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS AID' ST11_TIO RED FROM THE PRECEDING 0006,7REAW MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC 0 2% MINIMUM UNLESS 07HERWSE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT MIN A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. WA TER MAIN SIDE SEWER CONNECTIONS SHALL BE MADE WITH A TEE PER CITY OF AUBURN STANDARDS. SANITARY SEWER MAIN WATERF- ORD PLACE at LAKELAND SANITARY SEWER AND WATER NOTES AND DETAILS A PORTION OF THE NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 NORTH RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 1' MIN STORM MAIN ROOF DRAIN 6"- 8" PVC 0 1% MIN IE SHOWN ON PLANS IS AT CLEANOUT " PVC 0 2% MIN. (TYP) V MIN TYPICAL SIDE SEWER CROSSING B?W UTILITY NTS NOTES: 1. SIDE SEWER CROSSINGS WITH LESS THAN 1' VERTICAL SEPARAMN FROM PROPOSED UTILITIES SHALL BE DUCTILE IRON CLASS 52. 2. ADDITIONAL BUILDING SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED ONE HUNDRED (100 FEET IN STRAIGHT RUNS AND FOR EACH CHANGE IN DIRECTION EXCEEDING (35) DEGREES. 3. BUILDING SEWER CLEANOUTS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL SSCO-1. 4. VERTICAL BENDS IN SIDE SEWERS SHALL OCCUR ONLY AT LOCATIONS WHERE UTILITY CONFLICTS OCCUR. NO VERTICAL BEND SHALL BE ALLOWED IN THE PUBLIC R.O.W. OR WITHIN A UTILITY EASEMENT. FOR NEW 8" MAIN: 8"xe- REDUCER (FLxFL) FOR NEW 12" MAIN: 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"x12" REDUCER (FLxF 12"x8"_ REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLIN SIZE AS REQUIREu i u IAi uh NEW WATER MAIN 2" PRESSURE TESTING ASSr Y, 4" BUND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) TESTING COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED COUPLING PER CITY REQ'S MATCH NEW WATER MAIN CLASS AND SIZE �� EX. WATER MAIN --- \_ --------- ---------� RNAL CONNECTION DETAIL N.T.S. SAW CUT OR EQUAL CUT TO BE UNIFORM AND VERTICAL. EMULS EDEAL JOINT SPHAL T) EXISTING GROUND LINE OR SUBGRADE 1. 3" MINUS IMPORTED OR NATIVE MATERIAL MEETING OR EXCEEDING WSDOT STANDARD SPECIFICATIONS 9-03.10 FOR GRAVEL BASE COMPACTED IN MAXIMUM 1' LOOSE LIFTS TO 95% MAXIMUM DENSITY. ANY NATIVE MATERIAL USED SHALL BE TESTED FOR COMPACTION AND/OR GRADATION AS REQUIRED BY THE ENGINEER. 2. BEDDING MATERIAL PER WSDOT STANDARD SPECIFICATIONS 9-03.15 AND 9-03.16 COMPACTED TO 95% MAXIMUM DENSITY. DEPTH OF MATERIAL SURROUNDING PIPE SHALL BE ADEQUATE TO SUPPORT THE PIPE AND TRENCH. 3. ALL FILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4. SHORING AND CRIBBING ARE REQUIRED WHERE TOTAL TRENCH DEPTH MEASURED FROM EXISTING SURFACE GRADE TO BOTTOM OF TRENCH EXCEEDS 48". 5. TRENCH SECTION FOR WATER MAIN INSTALLA71ON SHALL CONFORM TO CITY OF BONNEY LAKE WATER STANDARD DETAIL W2. FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN.- 12"x8' REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16"xl2" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4' REDUCER (FLxFL) EX. WATER MAIN OSED 8" GATE VALVE ",r..,` .,,,.,?LING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAIN RESTORATION LIMITS 6' MINIMUM 12" 12" III 11- • •' * • •" • •+-..+--W f If�� lip • + • . . � � . WW.=`.1�}� • �Il.11. I VARIABLE I MAXIMUM WIDTH SHALL BE PIPE I.D. PLUS 24" EXISTING SURFACE (1ST LIFT) - ENTIRE PATCH TO BE COVERED BY SECOND LIFT 3" MIN. COMPACTED DEPTH, ASPHALT CONCRETE CLASS 8 12" COMPACTED DEPTH, 5/8" MINUS CRUSHED SURFACING TOP COURSE SEE NOTE 1 SEE N07E 2 UTILITY TRENCH AND PATCH DETAIL N. T. S. NOTE: BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY WITH SPOOL TO M-aTCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. PROPOSED 8" GATE VALVE ATTACH 4" DISCHARGE HOSE 4" GALV. 90' BEr 4" GATE V 4" GALV. IRON PIPE THREADED LENGTH TO ✓. IRON PIPE ED LENGTH TO FIT" 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) 4" TEMPORARY BLOW OFF- ASSEMBLY N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM- TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE. TITLE/POSITION: CONFIRMED BY CITY DATE. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERtOf)r OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY ENGINEER DATE EXPIRES+ 11-07-02 PROJECT REF: FAC # 00-0035-?��/O6 `1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 1 S Dote Approved: 0 0 5 � W Q� z �Q m J >- �z 0 00 N PF + S03 Z2 of ZZ