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HomeMy WebLinkAbout05D1829PORTION OF THE S.E. 1/4, OF THE S.W. 1/4, OF THE S.W. 1/4 OF SECA TWN.21 N., RNG 5 E., WM KING COUNTY, WASHINGTON GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIESyF THE ABOVE DOCUMENTS SHALL BE AVAILADQ T THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 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. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 0055 ------------------------------ El HAZELWOOD ELEMENTA f Y SCHOOL 1. SCHEDULE PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN 2. CONSTRUCT EROSION CONTROL PER KING COUNTY REQUIREMENTS. -SEE PHASED ENGINEERING EARLY START PLAN. 3. CLEAR AS NEEDED FOR WATER/SEWER CONSTRUCTION. 4. CONSTRUCT WATER/SEWER LINES. 5. STABILIZED SITE. 0150 _ 0140 _ 0130 I 0 15 30 60 _ . I 4 -7 1 0120 - SCAI F 1 60' 0100 9 � 0090 � 0080 � 0070 0050 . TR C 5 DOWN � 6\.67 i1_ i � `l 4 RD CT. 2 TR A I -0020 NUIL STREETLIGHTS FOR S.E. 304TH STREET, AND ROAD 'A' SHALL BE INSTALLED PER PLANS TO BE APPROVED AT A LATER DATE. STREET SEE SHT 5 I I I LIGHT INSTALLATION MUST BE COMPLETED PRIOR TO CITY ISSUANCE OF SIDE SEWER AND WATER METER PERMITS. I ` '•�� ti. I I I WASf,.lt .��►� `11332 .� s, THESE PLANS ARE "AS - AND THE INFORMATION HQ ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS LOAM:/OS ylltLL1AM S1iUPE H LMBEl ejA tj . SE 2 4TH ST SE 286TH ST SE 287TH ST SE 2 8TH ST SE 290TH ST SE 288TH R`vER__j SE 290 I Pt PL SE 292ND S ST k3RD ST ?gs�y ; ST Uj AUBURN ( ,T 298TH a a REGIONAL > ST 00 = GOLF COURSE _ ___j N H 00 O 41 > yam SE 304TH ST W oU-ioK (n a > o N SE 308TH P SITE VICINITY MAPN.T.S. CONTRACT PURCHASER/ DEVELOPER: ENGINEER: SHEET INDEX 1 - SEWER & WATER INDEX MAP 2 - ROAD A - WATER/SANITARY SEWER PLAN/PROFlLE 3 - TRACT C. D (HAZEL PARK) & TRACT G (HAZEL PARK E.) WATER/SANITARY SEWER PLAN/PROFILE 4- TRACT F & H - WATER/SANITARY SEWER PLAN/PROFILE 5 - S.E 304TH STREET PLAN/PROFILE I/I 216 CaN before you D19, 1-844-424-5555 UNDERGROUND SERVICE (USA) I 1 89 DATUM AND BENCHMARK 1. DATUM: NAVD 88 2. KING COUNTY BENCHMARK: KING COUNTY CONTROL POINT NUMBER 7128-ATOP A CONCRETE MONUMENT, IN CASE AT THE SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. THIS MONUMENT IS AT THE INTERSECTION OF S.E. 304TH STREET AND 124TH AVENUE S.E. THE ORTHO HEIGHT WAS DETERMINED FROM THE KING COUNTY PUBLISHED ELLIPSOID HEIGHT 322.61 FEET ON THIS POINT. ELEVATION 396.32 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. Fremantle Development Dennis Johnson P.O. BOX 3574 Bellevue, Washington 98009 (206) 790-9719 Shupe Holmberg Baima & Holmberg Inc. 100 Front Street South Issaquah, Washington 98027 (425) 392-0250 LEGAL DESCRIPTION: HAZEL PARK LOT 12, THE SOUND TRUSTEE COMPANY'S THIRD ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT; THENCE NORTH ALONG THE WEST LINE THEREOF A DISTANCE OF 453.05 FEET; THENCE EAST AT RIGHT ANGLES A DISTANCE OF 345.00 FEET; THENCE SOUTH A DISTANCE OF 458.98 FEET TO THE SOUTH LINE OF SAID LOT 12; THENCE NORTH 89'00'57" WEST A DISTANCE OF 345.00 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION OF LOT 12 CONVEYED TO THOMAS L. FULLER AND KRISTIN C. FULLER, HUSBAND AND WIFE, BY DEEDS RECORDED UNDER RECORDING NUMBERS 7301160021 AND 8611140350, ALL LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT; THENCE NORTH ALONG THE WEST LINE THEREOF A DISTANCE OF 263.05 FEET; THENCE EAST AT RIGHT ANGLES TO SAID LINE A DISTANCE OF 180 FEET; THENCE NORTH 09'33'36" EAST A DISTANCE OF 192.68 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A", THENCE EAST TO AN INTERSECTION WITH A LINE PARALLEL TO AND 373 FEET EAST OF THE WEST LINE OF SAID LOT, SAID INTERSECTION HEREINAFTER REFERRED TO AS POINT "B"; THENCE NORTH ALONG SAID PARALLEL LINE TO THE NORTH LINE OF SAID LOT 12; THENCE WEST ALONG SAID NORTH LINE TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH ALONG THE WEST LINE THEREOF TO A POINT THAT IS 453.05 FEET NORTH, ALONG SAID WEST LINE, FROM THE SOUTHWEST CORNER OF SAID LOT 12, SAID POINT BEING THE MOST WESTERLY SOUTHWEST CORNER OF THE ABOVE DESCRIBED MAIN TRACT AND ALSO BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE EAST ALONG THE MOST NORTHERLY SOUTH LINE OF SAID MAIN TRACT TO POINT "A"; THENCE CONTINUING EAST ALONG SAID LINE, AND ALONG SAID LINE EXTENDED EASTERLY, TO POINT "B"; THENCE CONTINUING EAST TO THE EAST LINE OF SAID LOT 12 AND THE TERMINATION OF THE HEREIN DESCRIBED LINE. LEGAL DESCRIPTION: HAZEL PARK EAST PORTION OF THE SE X, OF THE SW Y4, OF SEC. 4, TWP 21 N., RGE 5 E.; BEGINNING AT THE WEST LINE OF SAID SUBDIVISION AND NORTH MARGIN OF SE 304TH ST.; THENCE N 1' 18' 56" E ALONG THE WEST LINE THEREOF 417.46 FEET; THENCE S 87' 52' 16" E 208.73 FEET; THENCE S 1' 18' 56" W 417.46 FEET TO THE NORTH MARGIN OF SAID SE 304TH ST; THENCE N 87' 52'16" W ALONG SAID NORTH MARGIN 208.73 FEET TO POINT OF BEGINNING. ALSO KNOWN AS LOT 2 OF KCSP NO. 1081032, REC. NO. 8202220538. TAX PARCELS HAZEL PARK HAZEL PARK EAST RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: _'Q =-DOLL ------------- _- DATE: __61ijoy=L 4- ------- TITLE/POSITION: _�Jfj Njr� 2- CONFIRMED BY CITY- D 786700-0063 042105-9072 PROJECT REF: FAC04-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS CP-!'3_o`I APPROVED BY: DATE APPROVED: ���-------- a ca left CQ �� x'COO to O w pI W r m 0 w U 2 = Cn 3 ma m Aim m (n � o 06 C> Wrn c a CrW1CQ zto C7 W o .., �• m a LLJ z N 3 Ir a p �... X Ld Q Z Z Q ( Z = 0 J Lj � fV Z W 0 Z W Z F- = U LU W 0 F- W w 0 0- V) DATE _Q&&MH__r.. JOB NO. DWG NO. SHEET OF PF , 33-rNT r� 430 PORTION OF THE S.E. 1/4, OF THE S.W. 1/4, OF THE S.W. 1/4 OF SECA TWN.21 N., RNG 5 E., WM KING COUNTY, WASHINGTON N t0 O cq O m Q W J O= 0 •"! J ui N B'x6" CI TEE (MJxFL) o o ~ 0 a + B GV LF-8" •Y `D a a<i a rKs_ TEE (Mmq.) ~o 6" GATE VALVE (FLxM + o `$ z F PER C.O.A. HYDRANT z< FIRE HYD AN L STD. DETAIL WATER-07 vi + o + m + } 22 LFN6"D.I. +'* m m FIRE HYDRANT ASSEMWIF c> Q N W/ CONC. THRUST BLOCK ►) o o N PER GQA. STD. W � E- J �"` W DETAIL WATER-07 _T_ 42" MIN Fa- N ,,, AOE y W W/ CONC. THRUST BL r ------- ,. r.. Na..... COVER - - , 1ti -�L CLDt mill I. 8"x12" TAPPING TEE (FL) 1-8"x4"x8 r.,.. ) T 7 Kj S' GATE VALVE W/ CONG THRUST BLOCKING) FL) 8"X4" TEE (M 2-r8" GATE V " 1-4 GATE V VE (FLxMJ) 12" MIN. CLEARANCE VE (FL) N WATER & STORM. TYP. 8" 459 W/ GONG THRUSTBLOCKING 9W (MJ) 8" 45• BEND W/ GONG THRUST BLOCKING (MJ) B"x4" (MJxFL) 4" VALVE (FLxMJ) ��� 4 GATE VALVE (FLxt W CONG THRUST BLOCKING / J) �� N8"PVC SDR35 • t 1-8"x4" REDU (FL) O � �� W/ THRUST BLOCKM (Qj j • LFN8"PVC SDR35 0 '�' 'F - �,�� *AMAX LFN8"PMC • � � SSMH 413-24 � � SOW TYPE 148 25 > ^ i► 0 N ., SSMH 413-27 TYPE 1-48 79 ti SSMH 413- TYPE 1-±,y RIM-441.3t t�1� •3 SSMH 413-23 2&14. 4.52 LFT g � '- N T F.. STA 1+ S E 1 �48 94,E a� ` STA 0+80. 5'LFT RIM-440.b1 " 'E+ INV=429r48 OUT ./(� (D f- o p _ „ �� STA 3+85, 0 ,,//�� /L Qt� RIM=43Q.9S V• I- 9 IN ,L� ' INV 8 -49M. " INV 6 =3 INV•428"9 IN V ' 0 S ~ I' RIM-4aM. �'C7 INOUT-4MW INV N=�'C �i 1A Al INV IN-42&-46 •� INV _ �2 1av ,9 IfLq'is N Oq OR •20 K? O N I� O LO O co NORTH 0 5 10 20 SCALE 1 " = 20' 5+00 STA. 3+64, 5' RT 1-8"X6 TEE (MJxFL) 1-6" GV (FLxMJ) 1-22 LFN6"D.I. 1-FIRE HYDRANT ASSEMBLY PER GO.A. STD. DETAIL WATER-07 W/ CONC. THRUST BLOCK STA. 3+ ' T— 1-8" 450 BEND (MJ W/ CONG THRUST BLOCKING STA OM08� d SS SERVICE S;ulr� T.Lb J. STA. 3+43. ICIAT 1-B" 450 BEND (MJ) W/ CONIC. THRU LOCKING STA. 3+ 'RT K1-8"x4" TEE (MJxFL) 1-4" GATE VALVE (FUNJ) 0 W/ CONC. THRUST BLOCKING W cry 9 3+00 ROAD A HORZ. 1 " = 20' VERT. 1 " = 5' � I-1-8"x4" TEE (MJxFL) _ 1-4" GATE VALVE (FLxMJ) W/ CONC. THRUST BLOCKING .... 0 x = 190 LFNB"D.I. =2 .14 4/ 2+00 2+00 1 +00 • •.e CS + SINGLE 3/4" WATER CLEANOUT PER 3-24 �- - SERVICE PER GO.A. STD. C.O.A. STD. DETAIL d" • a DETAIL WATER-13. TYP. SEWER-02, TYP. g o 0 I- + SSMH 1.^ >�1 � `` rn STA. 1+33, 5'RT `* 413-27 i ° PT 4+06.38 WAS " 1-8"x6' TEE (MJxFL) �r A 1-6 GATE VALVE (FU MJ) li'' �2\ 1-22 LFN6 D 1 STA 0+32 FIRE HYDRANT ASSEMB ' r, PER GO.A. S N SS SERVICE y r DETAIL WATER- INV=431.0 11332 f,:'-^• / CONG BL ING V,4L1yp STA 0+4$ .. •. SS SERVICE INV-434.0 ° 10, ° TYP. - STA 4+85 SS SERVICE - \ INV-434.0-0 \ STA -0+14. WRT 1-8"x "x8' TEE (FL) iiFF 2-8' GATE ALVE (FLA 1-4" GATE ALVE (FLAAJ) 1-8-x4- EDUCER (FL) KING in 1 / CONC4 THR T BLOCKING Q 0 _ + ar 5+00 a / 413-3-28 +too a < y y ? 3 in � 3 fn � DUAL 3/4" WATER SERVICE PER GO.A. STD. DETAIL WATER-15, TYP. I LO 6" PVC SDR35 N ss SERVICE o 5tVMS ARE "7 S- ILT" r AND THE INFORMATION OWN ACCURATELY REFLECTS ISTING STA 0+70 FIELD CONDITIONS AS 01 IS SS SERVICE / INV=433.0 DATE:hi y �Q LLIAM L! OLM17':.;� i':LS 1332 1 SI GLE 3/4" WATER SE VICE PER C.O.A. STD DETAIL WA R-13. TYP. ° 130 LFN8"P 35 0 3.00% 0 C in 1 z L-i ' OUT 5 Q _j }}sr C.O.A. STD. I— tii SEWER-02, TYP. L-i F<, ul 3: x o W I— R/W 23' EX. PAVING 17'f Ex. EXTRUDED CURB -,'[-- 10 BE REMOVED � NOTE THE EXISTING PAVED WALKWAY SUBGRADE SHALL BE EVALUATED BY THE GEOTECH 4" - CLASS 'B' ASPHALT CONCRETE DURING CONSTRUCTION. GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL 4" CLASS 'E' ASPHALT CONCRETE — CONDITIONS. -THE COUNTY INSPECTOR MAY REQUIRE GRAVEL BASE MAY BE REQUIRED — A HALF -STREET OVERLAY DEPENDING ON DEPENDING ON SOIL CONDITIONS ASPHALT CONDITIONS 304111 s-r. WE TYPICAL SECTION 304TH ST. S. E. (FRONTAGE RAPROVEMENTS) N.T.S. Can before you D;ga 1-800-424-5555 UNDERGROUND SERVICE (USA) �J cp A 0+40 Q0Tu v SS SERVICE INV=432.0 d- e . 123 LFN8"D.1. CL52 ! i 1+00 I VA. 0+12. 5'RT TAPPING TEE (FL) 08' LENS _ VC SDR35 o.kdillS 41 ,40 25 1- " GATE VALVE (FL) 5tj CflNC THRUST BLOCKING v G o 0 . e DUAL 3/4' WATER 91i . SERVICE PER GO.A STD. DETAIL o .. WATER-15. TYP. ji N ° 3 N19 NZ , '3.5' R.O.W. TO BE 0.5'-\ DEDICATED W/ PLAT RELOCATE • EX FIRE HYDRANT TO PLANTER STRIP v 25' R W 5 0.5' 14' ALK PLANTE STRIP �. 2% CEMENT CONCRETE SIDEWALK 21 (5" CEMENT CONC. SIDEWALK 4" CEMENT CONCRETE SIDEWALK f AT DRIVEWAYS) (5" CEMENT CONC. SIDEWALK VERTICAL CEMENT CONCRETE AT DRIVEWAYS) CURB & GUTTER, TYP. VERTICAL CEMENT CONCRETE CURB & GUTTER, TYP. EX. 12" STORM -THE EXISTING BACKFILL MATERIAL MAY BE EVALUATED `BY THE GEOTECH DURING CONSTRUCTION -ADDITIONAL COMPACTION AND/OR STRUCTURAL FILL MAY BE REQUIRED NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL: AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. kII � 3 N U + 06 + CN (% i� Q 14' 0.5' 5' IDEW 2% i 2" - CLASS 'B' ASPHALT CONCRETE 4" CLASS 'E' ASPHALT CONCRETE GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS ROAD A N.T.S. 4 0 5 DATUA( ELEV 425.00 0+00 1 NOTE SEE STREET TREE PLAN RECORD DRAWING CERTIFICATION PROJECT REF: FAC04-0016 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION BY.- -.4-=E��.. I` ------------- REQUIREMENTS LP 9- 13-0`i ` APPROVED BY: ---=All pAncirp TITLE/POSITION:-- - ---------- DATE APPROVED: L� B� ______ CONFIRMED BY a ATE: -o c� a 0 8 . • a O 04 .iw a k a� 06 W z v z } m Wg W W a3 W � �yj p a. uj doom>_ z Z CL Q N Q Z U = U W_ W O 0 a V) DATE JOB NO. —004 DWG NQQ ! —4SS SHE€T 2 OF 5 cAP ` wv_ mass I I 00 I I I� I or cw 4 PORTION OF THE S.E. 1/4, OF THE S.W. 1/4, OF THE S.W. 1/4 OF SEC.4 TWN.21 N., RNG 5 E., Wm KING COUNTY, WASHINGTON ORTH 0 5 10 20 SCALE 1 " = 20' \ ' W7 \ „r) I51A, 1+05 — — — ` WV16434A STA 1+13 STD -4*K SIAT 1-a" •3d" WE 1-8" d/ r TAP 04 1- Z" O OWOFF , 2-r QATE�VE Plot C.O A 1-4" GATE VE IMIITER STD r9ET -04 iv 1-r=mLo= +• St/ C01II� MACIINIB iD iii / C o 0 �\ 3/4" rIIA►IM WA71 TIIP. a 1 I 41 1 1 0 \ I , / � � o CtJEAJiOttT (� a / _J QA. S7D. UET/W. Ld DUAL 3/4. VIRIEiR \ / X 0 \ URVK� PF.R tO.A S7M OCTAL WA7ER-15, TW. \ L,J i- 00 i i �. as 1IaM Y sew&1Y 2 iL it asAamm WWI T `!r. 40 4r I:IIIN t C LAP 6 GATE VALVE • � 00-4"Q • 6#, 4- GAIE VALVE MAU) Is iR ' 6•x4 ADAP10 a60Q rr CONC. TrlausT KocraNe NN 30 NO-400ift Of -1+00 TRACT C, D HAZfi PAW HORZ. 1 " = 20' VERT. 1" = 5' amfLe uzx x C) 0 5 10 20 SCALE 1 p 20' 6v \� I / 01 LAzn I' A+ MJ r TAP DO 1-2• ANOWK Y pa►. m q6k \ w/ I SLOOP" / STA 0+10- 99 SENWE Ni11�4311� P t / sa 0 - — T, I - 1// 1-111-1/ x / /�- NOTE 450 ABANDON ANY ONSITE SEPTIC SYSTEMS PER KING COUNTY HEALTH DEPARTMENT AND D.O.E. SPECS. AFTER SEWER IS INSPECTED AND ACCEPTED BY THE CITY. 4" CAP MI/ 4" TAP Jr VJWWF ASIUSLY Pot QQA. SID OETAL WER-M 44Ow/ CM C. 7HOW OLOCHM \I'r Call .of.bofom r. D490 -- r- v vvr-rl�_ OUTLET $ X. HE SM all HOU9E Pltl TO aF ss FOR LOT 4A • 6"PVC SS 9QR" i STA. 1+25 \ • 1-r CAP w/ Z ;T; 1-i�+ll/t�.O�NMR'>" ., .....,,..., ..,_...... _ ,.,,.. ,_•,...... PER C.O.A. sm - 1TPA. 1A 7.28 ®.6Z I �- H 0 F .�. .LF-8 44 . •� 1 J 4- -v 91r 7� \ --444— ---- 4K -tA V. 3A N 2. < W p U � � %6 0.2 a Or fi i y # 01 0+00 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING U71UTIES ARE SHOWN HEREON. THE ENGINEER ASS NO RESPONSIBILITY FOR UTILITIES NOT SHOIMN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION. CALL WORE YOU DIG: 1-BOD-424-5555. 1+00 I HACT G HAZEL PAFW EAST HORZ. 1 = 20' VERT. 1 " = 5' THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE:... i�1I I I IAM SHu E-► . ti" v E , PL S 11332 I RECORD DRAWING CERTIFICATION PROJECT REF: FAC04-0016 THESE DRAVANGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE VATH THE CITY OF AUBURN'S ENMEERING DIVISION BY: -- I- -------- REQUIREMENTS DATE: ---- APPROVED BY- TITLE/Pm-now - -- — ----- j CONFIRMED BY qTXDATE: �_©�� DATE APPROVED: ------- 61�1�110 MENEW-1mimiz 0% ">I ofI ,I. I-1 Q z. F 0 6 C Y tl. Z L' W CL W '.- x N 0C. Q to 1 F5 DATE OSL24/04 JOB NO. 1741-004 DWG NO. 1741-4SS STET 3 of osD /829 1.� /, V 430 � +1 DATUM ELEV 415.00 PORTION OF THE S.E. 1/4, OF THE S.W. 1/4, OF THE S.W. 1/4 OF SEC.4 TWN.21 N., RNG 5 E., Wm KING COUNTY, WASHINGTON V /0. A:�/ F 2 7 17 "464 vo c 2oo�Fs&046 NT �3 7 2o 4C d•� mom +off r ' ~ PROPOSED GRADE tt DkAL IJ m4- TEE (il.Mfi.) .. .....,. _.. .. •CAP 4- GAIE VALVE (FIAIJ) VIAX t 81 - CAP W/ 2- TAP STORK T1IP. r IL01111OFF ASSEII NLY PER C QA. STD �- DETAIIL illiklety-0 6 W/ cac THAT et,Do" � h 3*211,11 a �?KT 4w& Z ! ( I Q CLW • 4�R EX. 8"PVC 119 LF A 0.92% OUT -- - rw — — — — — — — — — — — — -------_—_—_ - - - - NtV P �I- N ff) 1 l�pr / (p W WT- 51 0 I� co Sri qtg yy dam- dam- � dam- 0+00 1+00 2+00 TRACT H HAZEL PARK EAST HORZ. 1" = 20' VERT. 1" = 5' Call • Dj Ali# # •,� « 1 f' • �1 .M 3+00 NOTE: EXISTING UTILITY LOCATIONS SHOW HEREON ARE APPROXIMATE ONLY IT SHALL 8E THE CONTRACTOR'S RESPONSIIIIUTY TO DETERk1M1E THE EXACT VERTICAL: AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND U71UTIES PRIOR TO COMWNCING CON51RUCI1ON. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOMIIi HEREON, THE ENOW"It ASSUAIES NO RESPONSMILITY FOR UTILITIES NOT SHOMIN OR UTLITIES NOT SHOV84 IN THEIR PROPER LOCATION. CALL BUORE YOU DIG: 1-800-424-5555. M I EX. SSMH 413-13 RIM=425.95 8" INV(W)=416.95 8" INV(E)=416.90 8" INV(S)-416.95 4+ 00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: __::rA.. I Iluo-___ - - DATE:-------- TITLE/POSIMON:-------------- CONFIRMED BY Ct ATE:'Q 0 5 10 20 SCALE 1 " : 20' THE 8" SEWER PM BETWEEN 88MW NO. 413-22 AND 413-21 SHALL BE DUCTILE IRON CLA88 SO WITH PROTECTO 401 CERAMIC EPDXY LINING OR EANAI "THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOW 1 ACCURATELY REFLECTS EXISTING FIELD CONDO IONS AS OF THIS DATE::._ WALM SHUPE HOA `, >;_Rc� Pr-S I1;1�� PROJECT REF: FAC04-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOL)IREMENTS APPROVED BY:.--•_N�_ DATE APPROVED:--- 11119cco ommo Q W N� Q a W Y W Z < Q Z L _ q 144 N \ t+. Z � ~ d U < a DATE 05Zb &4 JOB NO. 1741-004 DWo Na 1741-4SS SHEET 4 QF 5 e 430 M d PORTION OF THE S.E. 1/4, OF THE S.W. 1/4, OF THE S.W. 1/4 OF SECA TWN.21 N., RNG 5 E., WM KING COUNTY, WASHINGTON 0 10 20 40 SCALE 1 " = 40' 8'x6'x1' DEEP 4'-:' NIP RAP PAD EX. 12 "CMP- INV=431.04 STA 6+38. 22.251RT -J C80 13, TYPE M 48- laM-43&90f (MATCH GUTTER) INV-432.30 STA 5+10 22.25'RT - -- CBf 12. TYPE 11-48" RIM-440.50t (MATCH GUTTER) INV-432.94 MEASURED SIGHT DISTANCE ESD=1906' ESD=529' SSD=1906' SSD=407' � m r W < W M W w a MATCH EXISTING CURB/GUTTER AND SIDEWALK + EX. CE14TERUNE a + a- PROPOSED FLOW LINE 0 (23' NORTH OFCENTERLINE) < V) a Emu U) SD DURK SO REMOVE EXISTING S TO REMAIN too" SD xow SO REMO� EX1 REMOVE EX. CB X. IM= REMOVE RIM= 441. 1.44 GlE FOR 2 FOOT OF EX. CB INV=439.5 INV=4 .14 E OVER THE PI AIM= 14. TYPE EX. 12"AD 128 - INV=438.3 M-440.60t INV=434.7 (MATCH GU 156'-12- O 0.81% REMOVE Y=437.19 RIM=440.64 INV=438.54 NEW INV-431.04 REMOVE B y REMOVE INV=435.14 RIM=440.23 STA 5+10 22.25RT INV=437.1 STA. 6+38, 2 25'RT C8# 12. TYPE II-46 Coo 13. TYPE 1-48" RIM=440.50t (MATCH WTIIIII" RIM-43&90f (MATCH INV=432.94 GUTTER) *Wi-432.30 ! O OtC .0 O) � ISM O � 00�O �0�) et h Oi l It * � 10+00 9+00 8+00 7+00 6+00 5+00 S.E. 304TH ST HORZ. 1 " = 40' VERT. 1 " = 4' 4+00 3+00 2+00 1q 430 DATUAf ELEV 420.00 S. E. RECORD DRAWING CERTIFICATION PROJECT REF- FAC04-0016 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE --_ WITH THE CITY OF AUBURN'S ENGINEERING DIVISION BY: _� �I ------ REQUIREMENTS C P °I- 13- O�} DATE: _ .._,_ APPROVED BY: TITLE/POSITION: _i ---------- CONFIRMED BY CI ATE:G% _6=� DATE APPROVED: __--< m U W 0 5: z W < z z W ir o a_ D I= a m IZ 0 < Ld U OLLI N Z U O la1 W to W Z O O Ln m > W W M M 11111111 • r T i m 3 a� Y i U Lm ,W E �D� a W� � W I z C7 E z .. m •� W cl gr a LLJ z 3 a Lj lk p cn Z J = W 0 1*4 11. V) t } W /d �^ 0— V N Gi W d U 0 W o a its