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HomeMy WebLinkAbout05D1774I I I I 1 sI 1313- I I I I I I I I I I I I I I I I I I I I I I I ---1 - - -- \------1------------------� I -- co 1 i 1 1 1 1 J ♦ \I I \ \ I t 1 I I -- 1---- 1---- ----- ------ \-------1----------------- I sit I<--- \------------- --- I I I I � i. r- ♦ i. Y+ 1 I I �) ♦- �/Jar♦ � ►� I-------i--------------------- ---------------T------------------------------ 1 ----1---------------------------------------------------1 I 1 I I 1 1 1 1 ,Ir- N �L S.E. 304th I ST. �� • ' r S.E. 312th ST. /_ SITE DEVELOPER: VINTAGE HILLS. LLC 7947 15M PL NE, SURE 102 REDMOND. WA 9M2 �425 M9-1300 425)069-5433 FAX ENGINEER: SHUPE HOLMOM BAIMA & HOLMSERG. Inc. 100 FF40W STREET SOUTH ISSAQUAH. WASHINGTON 98027 (425) 392-0250 VINTAGE FLLS VI 3W 1/49NE 1/4, SEC. 4, TWP 21 N., ROE 5 E. THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF IME NORTHEAST QUARTER OF SECTION 4. TOWNSHIP 21 NORTH, RANG 5 EAST, W,M,. LESS COUNTY ROAD: SUBJECT TO TRANSMISSION LINE RIGHT OF WAY. TOGETHER WITH THE SOUTH HALF OF THE NORTH HALF OF THE SOUTM HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4. TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., LESS COUNTY ROAD, DATW AND 081 > IW 1.DyAft 01100N an CoLww Coolift PONT IRII 71M-ATM A CNNCK1E 100 MA110IT. N CAK AT IM SOU1M QUARM CD R OF SEC110M 4. TOWN 21 NORIM. RAPIK S EAST. WAL IRIS MNN IMM 6 AT IM KWAISCIM OF &E. 3401M S WAK II AND 1241H A1AE' K S.E. 1NE QrW FDO1T WM OECD TINT 1ME KW COUNTY PUNLIs1E0 GA090I0 HGONT 3" FEET all Im POW. ELEVATION 3NI.32 ATM INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS. MINIMUM CLORM OF LOOPS WAS 1:22.000. IN ACCORDANCE WITH WAC 322-130. Call NOTE: L� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSINJTY TO DETERMINE THE EXACT VERTICAL. AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - Digs GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIIIIILJTY FOR UTILITIES 1-800-U4-5M NOT SHOWN OR UTIU71ES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG. 1 a00-424-55. 55 L"XRMKKM SERVICE (USA) SHEET INDEX 1) SEWER SITE PLAN 2) ROAD 'A' SEWER PLAN & PROFILE 3) ROAD 'B' SEWER PLAN & PROFILE 4) ROAD 'B' SEWER PLAN & PROFILE 5) ROAD 'B' SEWER PLAN & PROFILE 6) TRACTS SEWER PLAN & PROFILE 7) 124TH AVE S.E SEWER PLAN & PROFILE 8) NOTES AND DETAILS RECORD DRAIMNG CERTWICATION THESE DRAMN40S CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: ��6. a_ ------- TITLE/POSITION: I`atL I LLEIM-- COWRMED BY CI : DATE: 11 _ Lo nW THESE PLANS ARE "WOUILT` AND THE INFORMATION SHOWN ACCURAULY REFLECT$ EXISTING FIEL© CONDITIONS AS OF THIS wNl MAN &HYPE ' PLS fV332 PROJECT REF: FAC 03-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE MATH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED B DATE APPROVED:-���1?.1------ 4IJ`1 .j J 6-4 > z J J 1.j H w H/� Li w CA Z Z 3 t o � U H DATE 2/11/03 .CM NEL 1653-013 DRAWING llx3, t653-013 SHEET 1 of 8 n u astif OTI)1,77Y W N r 6+00 5+00 VINTAGE HILLS VI QU! 1 /A 1►= 1 /d C-=11` d T1YP M 111 iYNP A. 1= .nw 460 450 E kv 450 ULI D.A 420 410 I I I I I I I I I I I I I I I I I I I I I I I 61 a I PVC` •. 1 ------ --------I---------- �-------- CT A I I; � II � II o \ z \ 0 5 10 120 \ SCALE 1" 20" I c� `o 400W i i 1Y' W / 124TH YE S.E. ,A4•l _ pvc so I Ti • K L q � Exrl�s l ! D THESE PLANS A r .`A -BUIL 31"w � G KTK SEM AN THE INF TIO SHO NN pM PA ACCURATELY R FLEC rS EXI 3TIN13 1-1 LUGUN01TIONSASOFTI- 4 tX W 10r'N) BAT�, IL 1�_4 W11 LLAM SHUPE PL$I tali — TRACT 'A' SEWER UNE PROFILE 1�•Zd' FIONZ t � � 10-W VE111T. tY 1+00 11 ,Call btor. you Dig* NOTE: EXISTING UTILITY LOCATIONS SNOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTORS RESPONSSMILITY 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 SHOrMM HEREON. THE ENGPIEER ASSUMES NO RESPONSWJTY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5W5. I W \ In 1� RECORD DRAWING CERTIFICATION THESE DRAWNGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS By - DATE: _ I I--------- TITLE/POSITION: EtU tbAffi M��_�/�_ CONFIRMED BY CI1+.i1ATE:3i O PROJECT REF: FAC 03-0015��j00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: —fig , ___-- s a a r ;Y V ' C co C v Fi 0 N NI■II�t z Ot m A H gM N LAJ .J H 0.4 a ie > � y � W 3 X 0-4 x W tq a ��1 A } 14 ,BATE 2/11 /03 „03 ", 1653-013 DRAVM NM 1653-013 SHUT 2 w 8 /- Ore 9 VWAGE HILLS VI SW 1/A PE 1/49 BEC. A TWP'2 N., RIQE'5 E. \ /L SSW Aq \ \ + 47 I v STA: 5+34.42 A -''--'®" ! -- • • S O a; A: / PT ww S.E. 295T H WAY) d • o + I 2aW-I w 2+00 / ' W .%+30Lit ,c 438.3 • 'a �w. •• � �� • : e _ ' I 6' PVC SS SERVICE a • . 4. �� / ,� • - . id 8 0 O 2X MIN.. TYP. +5+ a + ' A � }+ N w _ d __ M i+90 4`J6 7 / wcx — \ / 5 / •Y a / 438.1 \ � / g�o •a J o S , 3i� \ / 8 �r4 07 ? 1 / ONO /1+40 i T _ / / JA I ?n 50 40 \ 48 \ \ a 8 0 :860 ago I 0% ± g � � \ v < < 3+50 �'z_ i < \ \ 7= • a. _ . A. �S•. a • • • e •'• •. ,. y • . •• • • ••' • •. ' • ` � d \ . SEE PAGE 2 54 STA. O�75 I•' — IN 446.0CE J 3i .= STA. SSMH RIM- INV= INV= to ULILf�I�lU 53 52 51 , SEE PAGE 2 N to 0 In O t t 200.00' VC in in +W) u, V) � / STA = 3+ 50W / P ELEV = 457.89 n 50.00' VC A.D. - 4.01 SSD = 265' / + p LOW T ELEV = 453.78 C4 GR gS1N0 / w ^ LOW FONT STA = 0454.07 � w +b STA = 0+ v > W U O P A ELEV = 453.57 + , m m Uy K = 14.53 m s ...- ..ram +.►� � r —�... !. -^ also 8' — — w- + S; q 313-07 i w „ r• STA2+80. 5'RT c <"� •� 0 8i ii i IN # 313-06 =44r&te-{E� � I ng n t+V N = 0 ^47.3�i � c.(e�Waj g I+V9ON J O Ijj�1 Ij/1� J o� 8132WJ4 _ �i� o G� y 5+29.42. 6'LT 'A') g (>: . � J 313-04 < �i to 4Si..41 N&E �4'S .O(' PVC. 37.28 (S) .r}3(o,�tL 0" 9V<- ROAD 'B' 00 � ^ ^ ^ o 0 o (S.E. 295TH WA1� N CID M �� .�� �a �� �� i'•ao' NOIIIIZ �� 1 "■i' VNlfi� 0+00 1+00 2+00 3+00 Call before you Dig, 1-800-424-5555 UNDERGROUND SERVICE (USA) 4+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 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. u 0 5 10 20 SCALE 1 " = 20' .79 w Q a 470 1-* w Q 0- w w (/') syxu PEOl OF WASf��ti.,� 3t•y � z C �••., � 11_ 332 �.,� `qL LArroL�ArL o CD W [- OD (U —0 � A I In Q o pW} O 0- W 1 W it Z Z m a C3 F- 0- V U 'A W J a N n2 LD W Q 1t41-1czj a O W > to 02 0 � v c CD m z W U V Li � � Z C5 W z W H E•F a �• W Z ~ o o 0 y w A w6ump:S I( 3016g'a �4. W 0-4 Ix - THERE PLANS ARE "AB-BUIM ad ANO"IWOI TION INOM ASUI Almft Ly nkst t I�Is"A At OF THII z FIELD 0001MM U J DA18:uW03 J ; WK.LIAM 81-11oliP HOL Ike w J W .�J 3 —j —1 W 440 0 0 H H A f- 4 F-1 C3 ? oc W I- z u oc w W Z 0 W 0 d H z o3 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0015 DATE 2/11/03 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLAN#ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB NO. 1653-013 BY: _5S_l�Vp>�i_1�QZ J C _____________ REQUIREMENTS DRAWING NO.1653-013 DATE: i 1(U1G3-___ _ APPROVED BY: TITLE/POSITION: -Ek4(.6u-4-6j6& -------------- SHEET CONFIRMED BY CITY __1 DATE: S__ DATE APPROVED: Z� �,�______ 3 OF C)CD/774/ 490 4W 470 P7 I w Q w w 460 Awk A:I:g OE Iff a SEE PAGE 6 I. h o + vi c� 41 I i ,ER r r r + r E 5.45% -- - cv Y 0 its 20 + M -. '^ - - '' + FF. W �- - - -- O + _ _ po �yIy� Uj La pp wW - --- --- . C O (AIR F c 1-STA. 6+ 7 `'x3 P� 0 313- 1 CAW INV� (N&E) INV= off- N gh ST 5+70. 11 6� 1 �• 23 r - + dig � J (E) •45OL 6j 0 In �D -S�, i H# 313-07 mm-46 2'r j .1 ' .4".6) INV-455.10 ( ) ,44%ac�711NV-455.00 (N*j ROAD 'B' �� N ;° 00 (S.E. 295TH WAY) N °C wM to 0 N � n h h h h .= COh 1 20' HORIZ. m a0 ao � 1"-5' VOT. 5+00 7+00 8+00 C� 0- w W 490 Nd) w Q d w w W 470 SCALE 1 " = 20' THESE PLANS ARE "AS -BUILT AND THE INFORMATION SHOWN:, ACCURATELY,REFLECTS EXISTING FIEL D�i`r,I SAS OF THIS DATED 1? R-A _ WUJAAM SHUPE HOL BERG E'LS 11332j c Call 1-800-424-5555 before you UNDERGROUND SERVICE (USA) Di ge I�TE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTORS 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. 1HE ENGINEER ASSUMES NO .RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: __�-Q�--------- TITLE/POSITION:--- ____________ CONFIRMED BY DATE:, W-W!- -- s/z��,y PROJECT REF: FAC 03-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS APPROVED BY: DATE APPROVED: ;him 1� 01 -1A I O to I�co� tL' Ev CQ CQ W ]C O L) ?y z� 2 W E aoo V > 0 z x � z i Ii v� z W � A W z 0 0 w z O A w � z O o LO y W A J H tA- C3 a- ca L)J a J 0- J J Ld W 3 J _ J _ LLJ Q Q Z Z Q 1�1 M Z 02 W I- z 0 at w N- 7 W z 3 De i 0 (L 0 DATE 2/11 /03 JOB NO. 1653-013 DRAWING NO. 1653- 013 SHEET 4 of 8 - - O SD /7T 4 460 rim W C9 Q CL nwm 470 m, SEE PAGE 6 33 Act j 28 27 26 25 it f z I / I 0 5 10 20 QUO IVO / 8V0 �O N�O ±fin I Oyuv 51 490 n+ Wbi,� SCALE 1 " = 20' In - .. w to z N Vl _ 313- 246'«g' ' - - TYPE I!! BARRICADE SSMH# 313-13 STA: 10+49.25 RD 'B' _ 49 (S.G. 29 WAY) 'C' _._ " STA. 5+20.79 RD \ a .. t Ito • !� I I I • I 8iS�;o \ sCi�' I N ° O . IC4,° 11 1 SANITARY I > < 1/J j doff {ALEy N � Z • • N — EAS� IIII O FOR LT 3 I "4 240 nP• Bs 20 21 22 •• Q 00 OD co M V < 'Nm ixm W 250. ' VC _ W i a a N o, - n C14 A ^� N • - N PM STA - 9+00 N o >; N W N V p 4 PM ELEV - 487.89 rn+ W w A.D. _ -4.95 a EXIS �� t- •. _ SSD 259' — — — FUTURE R ---- GRADE — -— L - 246' 8"pw*Am r - LI '#1 15 '-.�A�� •fiZ ar G� I domRfN� INV-4 -9Ai Wt47Tj� gi ii STA. 9 MMHt Js1 6'RTdws c o 1Nvz4716.b4 45"WG(-F,)8 +� N 13 bio <y 73• N Vf wiwqrs''7 t AV7" 460 ROAD 'B' M o� ►'> a� (S.E. 295TH WAY) o o °d° cod 0 CO CD 10-20' FIORIZ. d 1'-v VERT. cv ff $ Ks 11 +00 12+00 ' L U m I I 3 W W Ir 2 z O m� m CL Q � H t A U Ix z o 4l) > 4 � 11 L LY. O W y a O O a Cj cv .r. coo cb W se U Ld L) I- E z x a 0 r A W ` EC7 z w A 0z a G�. W < Q Z LO ,.., W w W A 0. J M Call oe before you OISA) 4 g Z U NOTE: J > 0- EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE y LLB EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— J J GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1--1 i--1 Li HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES C�gx1J PE j10 , NOT SHOMM OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. ov WAS��i l'� CALL BEFORE YOU DIG: 1-800-424-5555. Li W • °% Q Q RECORD DRAWING CERTIFICATION �— A ' f j THESE DRAWINGS CONFORM TO THE CONTRACTOR'S Z Z Q 11332 CONSTRUCTION RECORDS Q > > �AL i, BY: ---------- Z e7e�IilEs l l 0/04 DATE: - 11/ mvA3-------- 1-- eC31 U TITLE/POSITION: _ENL6446-,&K-------------- I W CONFIRMED BY qT1�:, ..DATE: ,37- s �3 THESE PLANS ARE "A84B Xr PROJECT REF: FAC 03-0015 'fir 4NQ THE INFORMATbN SHOWN / DATE 2/11 /03 ,\CCURATELY REFLECTS EX46TIN13 THESE PLANS ARE APPROVED FOR CONFORMANCE FIELD CONDITIONS AS OF THIS WITH THE CITY OF AUBURN'S ENGINEERING DIVISION JOB N0. 1653-013 SATE: t REQUIREMENTS DRAWING N0.1653-013 v� � SI�uPE Hoy RG P�.S 3� APPROVED BY: � _ _ SHEET pp DATE APPROVED _ _O 5 OF 8 n OcDo7c/ 14 480 470 450 i i u c a S NORTH 0 5 10 20 I SCALE 1" 20' age I � 00+1 ►Ai i SEE PAGE 3 N � to �o U( >~ J� N EXIS GROUND m W Ise pw t' T 4�? • oZt v + ST 4+'.11 !� T � STEM 9oc ' 1�S 5 qn. eII TRACT40 t0WIZ 1'=S' %UT. 1+00 470 454•91 450 0+00 09 41 490 7 0 S S f to 480 470 STA. I 4�•59 I 4-)1.74 INV%- av) I.by INV� c n r NORTH 0 510 20 dD ir n m 1;-5z; N � y> 8 NNj W J F`- W — _ n0 1. 36r s' T gR 31 2 _ STA. a71 0 » �wt.n N TRACT W 08 1'=2d' IIOIrZ ,. i. 1"-' Von. 1+00 Cau b�t�o 0 you Dille S-800-424 UNDIDIGR0UND 3E t"M (USA) 490 58 3iz }r- D1 W � J AW 4 �� .. WASfljtir `., 11332 'Q 0+00 sI �VqL LAPS EXPIRES F i Z 490 STA. 1 „o""I �1BR A asem. 470 THESE PLANS ARE "AS -BUILT AND THE INFORMATION SHOWN', ACCURATELY REFLECTS EXISTINQ FIELD C 13IONS AS OF THIS BATE: L Cep WILL1AM SHUPE HOLM RG PLS 11 0 01 0 NORTH 0 5 10 20 SEE PAGE 5 1 1 t I A 49 1 IiL_! If-111s•L _ Q 3 1 m ._ NN? H — (00v 0 SEE PAGE 4 a Ny! �Q 9 Y 1,a i ID h Z Y d t m W EXISTING GROUND tr ,.. S. 00 STA. 9+21.7% •'RT 313-13 I1111=�NnSt �47; .Til �i 3.41 - TRACT 'G' 1'=20' "Ore. T t 1'-' VE1tT. NOTE: EXISTING UTILITY LOCATIONS SHOW4 MEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY 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 SH01111N HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOMM IN TNEMt PlIOPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. 1+00 Soo a W E z 490 � g « W 470 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0015 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION BY: _SW UEC _ kf O LL'!$r14------------ REQUH2EMENTS DATE APPROVED BY TITLE/PoSI11ow _ ti[[ tN_-_________•--_ M M CONFIRMED BY G DATE: 5 DATE APPROVED:/ ) ------ y J is 2 j J Q 1 uj J j W M_ 1� 2 y W y H Z Z d NIA OTC = lob NY 'v DATE 2111/03 JOB N11 1653-013 MAyM 1M.1653-013 SHM 6 OF Q V F OSDI 77 450 440 430 420 5+00 STA. 4+88, 5'LT SSMH# 313-02 RIM=428.1 t (MATCH PAVING) 42 .411 INV=41&-W q�9.e9 ' N 47::� A Q ~ CJ A Ld m z 3 W Ld cr Z z w •.' H m a V w fn o W t A U W J a W � o_ (� N w d Z air- W a - - - _ EAVING-100 . aw 3N'M10' • WNW STA. 2+10 - END 35:1 TAPER STA. 1+30 :. 0 28�1i EX. SSMH ,_. ,. _ •9 0 - - .. L-FACOW OM 22' FROM SSMH# 313-01. �' RIM-441.07t 124TH AVE S.E. R/w/ CDnowNE W/ INSIDE DROP PFR C.O:A. MV=417.14 (N) STD. CUP& En"-05 00-417,04 (S) RIM .7L 0,3%2Z 8'E T 12 4S.Ew .MV64� ^ t 8 S'LXVW4*'1.r2 (100N) I � 450 z INE GRADE ST"G SN n GRAM EXI iE 3sr_l Ir PVC o 0.28 3CF-1Or PVC -� STA. 4+l4 WLT STA. 1+30 M" =14313- . Mf fx 'A PERVIIE w• 4/7.14 RIM ' DL 417A4 ' '"I.Z2 IN 431.58 (8'E) Ala .OZ INV.. 17.62 O'N) 4 IS. ct,L INV= 17.53 0"S) DA2 124TH AVE. S.E. o, C141"=20' ''� do HORIZ. 0 o c 1"-5' VERT. d a v t a THESE PLANS ARE "AS -BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTIN13 FIELD CONDITIONS AS OF THIS DATE: � �'��81 / � WILLIAM SHUPE HOL MBERG PLS Q133a 3+00 2+00 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTORS 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. 1 +00 UN FKLEV RID. DO RECORD DRAWING CERTIFICATION PROJECT REF: FAC 03-0015 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS DATE: --l1ur. to - -- APPROVED BY: 1ITLE/P091Ti0N: NLA T 04fiN513 --------- - ----- '�_�,,,,,,,�[ DATE APPROVED: CONIFNWED BY CIT r_ 4-bATE: II�--- V f cv c a 0 v Lm Id � Q 0: IA- Ld (� U06 Q W tY A W d � W W A m H A W 0 W oe Z 0- cLo W 0. w A 0 Ld J I- 4 LL. C3 gy 0- *a Q J 0- oe ` J J W 3 y w Ld Li Q Q LAJ Z Z / > Q Z W Z A GC W W Li� 0 W d H DATE 2/11/03 .aB NM 1653-013 DRAWING NO.1653-013 SHEET 7 of 8 CID It 7 7,9 SANITARY SEWER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATION. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING CONSTRUCTION. 4. PRKiR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CALL ONE CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, GAS. POWER. TELEPHONE AND TELEVISION). 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. 6. EXISTING PAVEMENT SURFACES SHALL BE SAWC UT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL - PAVEMENT SURFACES SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 7. - ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM - - - _ HORIZONTAL SEPARATION FROM OTHER UTIUTIES (SEWER, WATER, STORM) OF 5 FEET. 8. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF .A WASHINGTON LIC ENM LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 9. DURING CONSTRUCTION. ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. AS DIRECTED BY THE CITY. 10. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS. 11. SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN A MINIMUM 6" IN DIAMETER WITH A 2% MINIMUM SLOPE. 12. SIDE SEWIERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SHALL BE PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS SHALL BE APPROVED RUBBER GASKETED JOINTS. (THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE - _ INSIDE PROPERTY BY A PRESSURE TREATED 2X4. FOUR FEET LONG BURIED IN THE GROUND A DISTANCE OF 3 FEET, THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2X4). IN ADDITION, THE LETTER 'S 2 INCHES HIGH. SHALL BE NEATLY IMPRINTED IN THE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER LOCATION . 13. LOCATION OF SIDE SEWERS SHOWN ARE APPROXIMATE ONLY AND MAY BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATKM ARE DETERMINED. 14. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO CONFUCTS OCCUR BETWEEN SANITARY SEWER LINES. 16. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED. 17. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES. 18. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED. SANITARY SEWER CONSTRUCTION NOTES GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE NTH 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 CITYS PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT 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 RESPONSIBIUTY 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 RESPONSE ITY 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 APPRO L. . TW CITY;6ELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY WPACT THE S7REET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES, 6. THE C TQR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND CT. PRKW TO THE START OF WORK. ALL METHODS AND EQUIPM@ T . OIt"�:CONTROL AND STREET MAINTENANCE SHALL BE SUBMIT= TO 104 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. 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2x4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHAH HAVE A 2x4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER 0 TEE SHALL BE INDICATED IN BLOCK PAINT ON THE 2x4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 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, RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: _ i Ll_.(,&Lo3--------- TITLE/POSITION:j-�---- CONFIRMED BY CITY - J DATE: _je&Af _ v 6f wasti�tic,� c: 11332 `AL LAND EXPIRES 11 A o lad, THESE PLANS. ARE "AS -BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD C %I•TIONS AS OF THIS DATE: ft/►' ,�03 w WN.LMaHu w A0LM&RGpva�t PROJECT REF- FAC 03-0015" 7 THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS � ;APPROVED BY: _ ,,�/ ______ DATE APPROVED: _ 3 `_Z _____ IY 1 r N W Q � \ A V p V 3 W w W z m a O r t Ix w J a. r (n O 0 N W cr MEN 0 0 • o �■� �A t- .r. w O U ?~ V cli OD ' cb z LA_ a ao dz 3 � � Q iq NY A z o 0 2 m�- w z d o L3 CL y w & 0- A J J J W W H 2 = Q Z 0 0 Ld W H 0 > > z w I- z F- 0 L) at w -I w 3 � i 0 a 0 DATE 2/11 /03 JOB NE]. 1653-013 DRAWING NO.1653-013 SWET 8 OF 8 77y POLE SCHEDULE LUM. POLE MOUNTING ARM COMMENT POLE NO. ROAD STATION OFFSET HEIGHT LENGTH CIRCUIT WATTAGE PHOTOMETRIC 1 A 2+96.5 18.5' LT 30' 8' B 100W FLAT LENS M-C-Ill 2 A 4+63.0 18.5' LT 30' 8' B 10oW FLAT LENS M-C-111 3 A 6+52.0 18.5' LT 30' 8' B 100W FLAT LENS M-C-ill 4 B 0+41.0 18.5' RT 30' 8' B l ooW FLAT LENS M-C-111 5 B 2+ 17.5 18.5' RT 30' 8 B i OOW FLAT LENS M-C-Ill 6 B 4+05.0 18.5' RT 30' 8' 8 100W FLAT LENS M-C-III 7 B 5+77.0 18.5' RT 30' 8' C 100W FLAT LENS M-C-III 8 8 7+23.0 18.5' RT 30' 8' C 100W FLAT LENS M-C-Ill 9 B 8+73.0 18.5' RT 30' 8' C 100W FLAT LENS M-C-Ill 10 B 10+ 12.0 21.0' RT 30' 8' C 1 ooW FLAT LENS M-C-III 11 B 11 +64.0 21. 0' RT 30' 8' C 1 ooW FLAT LENS M-C-Ill 12 C 4+ 17.5 18.5' LT 30' 8' C 10QW FLAT LENS M-C-Ill 13 C 2+63.0 i8.5' LT 30' 8' C 100W FLAT LENS M-C-III WIRE SCHEDULE d No RACEWAY CONDUIT SIZE * ILLUM #8 POWER #2 GROUND is 1 2" SCH40 EX 2 EX 1 EX 2 " S H4 2 1 3 2" SCH80 2 1 SEE SHEET IL2 FOR GENERAL NOTES, CONSTRUCTION NOTES, WIRING DIAGRAM, AND BREAKER SCHEDULE. LEGEND EXISTING NEW/RELOCATED DESCRIPTION ® TYPE 1 JUNCTION BOX ® TYPE 2 JUNCTION BOX LUMINAIRE POLE CONDUIT/CONDUCTOR ELECTRICAL SERVICE CABINET CONSTRUCTION NOTE LUMINAIRE POLE NUMBER WIRE NOTE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLE/POSITION: CONFIRMED BY CITYDATE 41716.F 20 80 6�" 0 40 SCALE: 1 " = 40' PROJECT REF: FAC 03-0015 s'%/Aa3 THESE PLANS ARE APPROVED FOR ly CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED DATE APPROVED: S Z DESIGNED: CTB �kET ; ��,� WAA•6�� aF _ o: z T �� 35635 F'••��STE¢�:-rG`� NAl- �� S' �a 0 EXPIRES 12/20/03 TRANSPORTATION ENGINEERING NORTHWEST, uC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 (360) 668 1133 , / VINTAGE HILLS V ILLUMINATION PLAN 5/ 19/03 DRAWN: CTB DRAWING NO. I L 1 CHECKED: SHEET 1 OF NO. REVISION BY DATE APPR APPROVED: OrDI77Y J It 41 _ 43 W W - i O Sapp `' ♦ SS B2 `, L0 w 7 Lai Z J 7 V 1 2 F-- Q 2 13 NO. I REVISION BREAKER SCHEDULE (EX) SERVICE & CIRCUITS MAIN BREAKER AMPS BRANCH BREAKER AMPS CONTACTOR AMPS COMMENT SERVICE 100 1201240V CIRCUIT A 20 30 240V (EX) CIRCUIT B 20 30 240V (EX) CIRCUIT C 20 30 240V (EX) 42 6+00 4 t- 14 2 41 '••i C 15 7 1 HE. i� 36 " • i 2 17 35 2 18 NW 114, SE 1 /4, SEC 4, TWP 21 N, RGE 5E, W.M. WIRE SCHEDULE d NO RACEWAY CONDUIT SIZE * ILLUM #8 POWER #2 GROUND #8 1 2" SCH40 EX 2 EX 1 EX 2 2" SCH40 2 i 1 1 3 2" SCH80 2 1 1 1 34 33 1 19 2 20 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF AUBURN DESIGN AND CONSTRUCTION STANDARDS. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE CITY AT THE EARLIEST POSSIBLE DATE. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY UPON DAMAGE. 6, SEE CITY OF AUBURN STANDARD PLANS TRAFFIC-43 AND TRAFFIC-44 FOR LUMINAIRE POLE AND CONDUIT DETAILS. SEE TRAFFIC-45 FOR SERVICE CABINET/CONNECTION DETAILS. SEE TRAFFIC-46 FOR WIRING DETAILS. CONSTRUCTION NOTES INSTALL COBRA HEAD LUMINAIRE ON ALUMINUM LUMINAIRE POLE PER THE POLE SCHEDULE, SHEET IL 1, AND CITY OF AUBURN STANDARD PLANS. TOP OF FOUNDATION SHALL BE FLUSH WITH TOP OF �--� SIDEWALK. (2) TYPE 2 JUNCTION BOX. f�- INTERCEPT EXISTING CONDUIT AND SPLICE NEW CONDUCTORS TO EXISTING CIRCUIT IN THE NEAREST �J EXISTING JUNCTION BOX. TYPE 1 JUNCTION BOX. DESIGNED: CTB DRAWN: CTB CHECKED: APPROVED: BY DATE APPR TV Ia.a� EXPIRES 12/20/03 2 PA 28 27 10+00 L 2 22 1 t2 12 26 >STA.+49.2�5 00 RD 'R' < 24< 1 23 I � 0 TRACT E I 0 4 I 5p.17 1 TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) 806 9236 (360) 668 1133 25 2 11 22 r*'E R 250 WATT PS SPLICE 3`fP, LEGEND EX NEW DESCRIPTION ® TYPE 1 JUNCTION BOX 0 TYPE 2 JUNCTION BOX �--- LUMINAIRE POLE CONDUIT/CONDUCTOR CONSTRUCTION NOTE LUMINAIRE POLE NUMBER WIRE NOTE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE TITLEIPOSITION: CONFIRMED BY CITY.V DATE IFROST GATE NUMBERING 20 80 0 40 SCALE: 1 " = 40' PROJECT REF: FAC 03-0015 'r1v1t*j THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: VINTAGE HILLS VI ILLUMINATION PLAN DATE: 5/19/03 DRAWING NO: IL2 SHEET 2 OF 2 OSI)177V