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HomeMy WebLinkAbout02D1713 .. ,.. -,._...,,ati,.-..�_„r.,,.,�_.....,�,.,.....,..�,�,........,,.�.,•, »._..,,-.�.,•:,,...,,..,....�....�..,.,....._,�.._..,«rY.....:,,,..w,.v ..�,+.,,�,.,... .. v.._...,...._.�..,,,,,..,,..�,,,.•.�,.,:....�..,..,,.,....�,�..,..�.:.�,.�..�.f..,�....,.`�.6,,.:.r,.__...�„�,....., a.....•,^.�._.-_,,.�„-...�,.,.�..,.,._.....,.:..,..•..,re......;.,x.,_�.„...,•...._...�,.�.,•„�,....�,,.�...a......,....,:,,.,..,�....�.,,�.....,A.,.,-,,,.V..�.,x.,.,.....�-,�:..-.�,..�...,...,.•,..�,,.,m...,,.�-,o..,,......_.�,...a..,,...�,..........._..a....�....,...._..,.,,Y..,.....,,..a,.r.,.....,.._,.•..�.,...�.......-, „r,.......�.>..�...v..._..,�,,........�...,�.....,�.,....,.,�...,�.,..,,.,�- �.,,,.,�.N�....H.,._.....,....,.r..�.,.,�,,.K._.rw..,,...,.._...�.,m...Y.,,....a �«,,,....�.,,.,..,v.,,...,r.14.,,.......�...�Yv,,,._.....,�..,,,....�„a.ti.,,.,,,.,.w...,,.,.,._.�..,�.,,ru .....,•��,., - _,,,•,,,�..,._., _._^,..,.....�.�.,,w ......,..�,.,,,.,.....,,..,....,,...�,d,,.,.N„M,...�...^..,,.,,.�..,:�.....:��.a..,,......,....,...Y,��.,.�...,-...............r.,w,_...�,...._..^,<,.�.,.,.......�w,,.�,_.�ti�.�.,.,,,�,.,..,.,....-....... r..�,.,..�,,,,. s, .�.,..�.v,-,�.,._.,....,_......_.�,,,.,.,,.nr.�,r.....�,._.,,�.,�.,....,..._..<.�,......M..m..�v,,.,....•w,.�. ,.,• ,.,.W......,..,..�...�..,�«..,.,�.......,.,,a.�.....,,..�...,,.. ..y..r......._..<vK.......�....w.....->.,�.«.,�x.,....._...,,.._.m.e,,....,�x....,,...,��...�..<..,,._......,«...,.,..-�...,,...,, ,.,.,v._.<,.�.,•/...._.,.,,.,., ..,..,,.,..«n-.�,.,�,�..�:...„�,•a.,ri..b,,..,:, ..re...,�.w,.•,.v._,rr.,,....,,.`...,<��,.,.,,......�.-,.,...._<..�.�,.•,.«�..,..,,,�.ti...._:..,.,,...,,...,._..,,.....v....�..>..,..,. .�....«.,�,,.....,,�..�,..,�..,...�•.,�.,.�..�-�.r...,,.,,....••.,n....«.,.,.,.,._.�,...,._..,....«:•>,,,�.,,,r-,..�..•....,,««�.,,.,....,.,.._.,.�..u,....�,,.,..._..,..W.....,,....,._,_.�,�..,........�,.�.,,,,...�.,.,,��..., n .. { , Y » } TWP N, RGE 5 A PORTION OF THE SW/4 OF THE SW/4 OF SECTION W.M. 1 ARRANGE AND ATTEND PRE--CONSTRUCTION MEETING W CITY OF AUBURN ' i' ,..1 ' ,,,e*-' . VICIf?ityMa TA PERIMETER E TI FENCE) P� IRIS �.� ��METER PTEC ON ( �.T 11 3 POT HOLE EXISTING UTILITIES TO VERIFY LOCATION & DEPTH. Not to Scale ." 4 TIE INTO EXISTING WATER MAIN OFF OF 116TH AVE SE. 5 CONSTRUCT WATER MAIN THROUGH THE SITE. 6 TIE INTO EXISTING SEWER MANHOLE OFF OF 116 TH AVE SE St 312TM w 7 CONSTRUCT SEWER MAIN THROUGH SITE. 8 PRESSURE TEST WATER AND TEST SEWER MAINS.9 �, PROVIDE PA VEMEt�T AND SHOULDER RESTORATION AS REQUIRED. * .�. 10 STABILIZE EXPOSED AREAS WITH SEEDING & MULCHING. ` PROJECT LOCATION SE 31BTM ST � ;i� 11 REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER ACCEPTANCE ,V t BY THE SITE ENGINEER/INSPECTOR. % ,,, \III g , .� 8Th S7 NEB • �, SE�on1 sr fs' 0 VA i GREEN Ma Contractors shall notify operators who maintain underground utility Imes in NOTICE REQUIRED .,,,,p * COLLEGECOIS �-- the area of proposed excavation or blasting at least two business days, but1r] °° • not more than ten working days prior to commencement of excavation or z demolition in accordance with RCW Title 19. Names and telephone numbers ,t { LEGAL DESCRIPTION of the operators of underground utility lines in this project appear below. PROJECT LOCATION c� These numbers shall also be used to serve in an emergency conditions as . __ required. Phone CITY OF AUBURN 11, Sanitary SeWer q .,� THE SOUTH 6 ACRES OF THE SOUTHWEST QUARTER OF THE - ''' Qt9* 1 i . SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9 � � CITY OF AUBURN � •�•� 1 NORTH RANGE 5 EAST WILLIAMETTE MERIDIAN, `' z_, -, '�©`� TOWNSHIP 2 s Water District .mac �`' , , IN KING COUNTY, WASHINGTON, AND EXCEPT THE SOUTH 132 FEET EAST 200 FEET ��, ' EXCEP T T THE e ..�.... '�- PUGET SOUND ENERGY (425) 454-2000rit :ta C(' �• ' ��t � 1 f 1 �� �,N/�.r•r � jr.•..a.-_+.r,•r«r-m...,�'�.s,�� ,n 2•• 1's Jt rr � 'TVV „>F. �'f'J�"7,,,, ''�a✓ r•",...".a.M+.'sF�+}^'� 5 � v F• AN XCEPT COUNTY ROAD r1{ _.«. �rtTHEREO D E ",,,,,,,,:74iii.,, f �.� .ti � T .a : ` , , � ,� �,1 .� F, fi� �� ,a Gas Cornpany4Lilli:\II s,r1 trl Z .A ��+•�r `- 9 �rf;` -„-. ,-",i �i �,.,r,'..../ tf M \ ` - /(1�f {y�R�� 1P . re.,,,, ' m § �`IMq` 'ti•'�'y.'q',�...-,y...:, r i;.r,t3 -' '.i„ w'"•,'.t yr,✓ _...�` r'" - - r,f i "` X�! .' ~'�'� .:• 6„.L�r5,yr'.Y�q�. -'I.Fa '�4 _ ,.r x # ,j,• c�•,.r+`' f�,,,./- ,..-.v r-''''/ 1{ r..r, ' I PUGET SOUND E ERGY 425 454-2000 PNICEL S , tt , ; I ; > '•'',•.•,Y j'( Z 1 -.. '"^ f r�r'`' r 1 F f Powef con �J.'�/ n Y F - _ ,,, gia/ s j L i^w ,„,‘ I / ' ., 4 -, / y , , , , ,,,, ---,,,,k,,,,,[S _ -- 1 _ \ ---- 1 Call Before You Dig DIAL--A-DIG 1� 8 (0j! 5' 55*?5 .c/'. `! `«�R�r, 1 r,'.""•...r•'"'» ,r+r..""..'"J # �!` f V M/ � •r✓ irl/'�.✓ - . 5 �'`se q r 1! --- i 7 r w, LOT 71:111 ..-�.,,,,_, -----' T�" LOT 4 --LOT- ...«._. .--- - CI:1 c�':: ''',. ' "::4 +r ".,, `•,� �`� 4,, # 9, ,' "" .c"r'-'"'� { -r" rr.Cod.. J('' Trl r 5 I,, •.ye '•+tv,� •I' 1 �,,,,+•' 1n.,.e�,.roe✓Y� eT D( 10:: 0 ^ .' L. , 5 ) , ,'1,f �'+., '4• `"�,'..'tr, `'e,i , �^ � k�:�f`. g�' { _ ^�_GENERAL CONSTRUCTION NOTES } sF v'� ��..�c}pyr"�. •S :‘-\::4t;'/%1:711.' `\.�`'i �ri �-yf� , ✓ p��{.✓ ,„,.,,......_........:.....,�•...-•n° .,,r"-.o�'��� a :::"'"--:' � ..,_.K...:Gw.+ ,.�. � ram„!Iii t s` '%;.,-,,P gY'*s��l� 4,4u , •'• .,5�,• ',2 CE y4,4'�" W,,w..•.. �,,,fr iy :{� To.•..•... f > 0) '..4. {<,9''1}?41�•r'T"�"'+ +• .rf'� .."'`� f R..e'!' k � M+1/1 PROJEST INFORMATION „_, , X„t. ,,m.-fr{7 }Kfif �'c, y� ��,+� a/`� �f.. i' y ,.._,..d,. ,... .....4., � 4 �_J. : � .b ��, �� .� er''�y .r"'-'•� +R .,,«n•w+,.........n�..:-•*'.r-' 1� '� ,,•� a�� ,+��6,,�+y ,„,,---`4-''.,, ,:cm 1. ALL WORKMANSHIP AND MA TE•RIALS SHALL CONFORM TO THE CITY OF' o. y q .d''`` t'''•"'s'`S141" .. L'SSm F: •xx i w,, E.,'" ,-""' �,,,,,,✓" y,...----'" 'ty ?i 5, '7,� do •. �P ` . r r^, ': �' ; o 6`Fr f - •. �� 1 �, - I t� /. .-- ,f / ,� � ..w.;� � AUBURN 5` REQUIR'EMENTS AMID SPECIFICATIONS. Ca) CD1r OWNER/DEVELOPER♦ E F �- . ''- 4 Y e--S".I 'g3�.,''e'+ear'r„a �' %Te� ----- f "'l 'k r •..� ../f n I S — { RoBERT PORTER # �.r' : f- 1 0 a�� f f' f-�� �- /: ,. ram,, C3 $ _ t • -� . /LOT 6 2. ALL WORK SHALL CONFORM TO THESE DRA WINGS AND THE RULES 28930--211 TH STREET J pj < f c `mac 1 r ' f r 1 r I ,, ,•. f.r- ,�s. ��f �� .. -�` �'' AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF 0 KEN T, WA 98042 _. a r � a�. �"' - f F �`� ,r � "' TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD PH 253-638-9264 _, �f.. F= fw�r_.... BRIDGE, AND MUNICIPAL I PA L CONSTRUCTION"C TI LATEST EDITION,O EXCEPT WHERE iV r - 1 / 1J y t t f. f. -,L` �� N,�r NIC C RUE 2. PROJECT SURVEYOR: T CO xp } . 4 = nth RT}'` _f /,'',g SUPPLEMENTED CAR MODIFIED SY THE CITY of AUBURN STANDARD sow WAS ELL & ASSOCIATES a k SE r C� ' g " DETAILS AND DEVELOPMENT PROTECT SPECIFICATIONS. .11r... t , / / cco , 1 O36 COLS STREET `4, . w .�t _... .�..� �. ,� . ti ENUMCLAW WA 9SO22s :.__ 3 f ^ r£ r , ' / 3" THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF '�► WI PH 360--825--6963 F- �,�� %; f 1 ' I AUBURN STANDARD CONSTRUCTION NOTES DETAILS AND SPECIFICATIONS 0111111"--*, - - / ar MM. ,,,,,,,,,,,,. AVAILABLE IL A A T HE JOB Si ALONG A COPY OF THE APPROVED 3 PROJECT ENGINEER: - ' - \ , ` RICHARD DECCt{ P.E. ,, LOT 7 N- ___ DEVELOPMENT PLANt .....) 0 , i -7 1721 7TH A' EE SCALE: 1"=4O' NId x / s ;, �: �t ,.. � ,, F� � �. '41 �, � _ .,,�•. ....-4-• 4, A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY .� CI) a aS, a ° r r' , e' /1/4,46, 70'1 r" > r ` iQTI 1ELL A �JQ2 de. ,-ra w. .r 0 •z s�f � � ., °� ��.� ,f b :vt ,./-*'''''',__ ,� - ON-SITEWORK FORALLPUBLIC FACILITY '� r�.� O 8L CEXTENSION PROJECTS. PH 206--390-8374 _...,4 \i W MI RESIDENTIAL7 -- � Y..� /' �6 fET 'vf '' -, .. s�__... a. """"•. -� 7 ��.,.,<,.� -. _' -.,_._r,._,-- ��- t fir }J LOCATIONS fT j��(f SHOWN ((�[� EXISTING UTILITIES APPROXIMATE. A jF}'� I,11 ` '��► } +..j r 1 ,,'s � �-„•.r 1 T w-"r ..,,,�. ,.•,,...'--' d,.trice.�..+ Afi 7 S S o/IFo1 �X IS7 i!♦GT(� /! S A � APPl♦ X I17 J!lTf.+». ;+ 0 D OI : R URBAN RESIDENTIAL N 1 -� 1 f '� L .gib ' •�.. .. r.��.�w� P.. iits 5♦ EXISTINGr, 1 F c 5 ���Y �_ LOT 10 Ar �` `Y , ''''""''�[{ 7-*,,,,,__ f, # �� 4�r IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR lip- { • ->>. i ,.,._••- t- i > I } i 4 zi n-""....: °- •'•.., ° 7 f �!°r 1�` fir`' {may ..;--'�, 6♦ WATER DISTRICT: CITY OF AUBURN _ • LOT 11 .� / �' FACILITIES T,� ,�' ,� f UNDERGROUND ACILI IES OR UTILITIES TIES IS GOVERNED BY THE SEWER DISTRICT: CITY OF AUBURN • / `{ �' -. �~ m f .~�,�L�� _� �.��V.� -:„ t« . ,.. l f �r-' �`� . � PROVISIONS OF CHAPTER 19.122 REVISED CODE OF OVA SHING TON. PRIOR • 8. SCHOOL DISTRICT. AUBURN SCHOOL DISTRICT _ ..�.._. � h Iar # # --- . �^p �w ---,.,.., r,, " ��- r„,' , ,,,-- ,,,, r,.rfJ ,' Tt STATING CONSTRUCTIO , THE— CONTRACTC R SHAL . CALF. ONE--CAL.L .� CIti 1 '� ,1.•../..• ; ..�...� j 5hl ti•>b-...-r.'M••'_� �'^, A.:,-"4�� A d ry, „,K'`} ,, ✓, �/�s/M�; 9. NUMBER OF LOTS PROPOSED 13 TOTAL AS SHOWN �� } � � ��. ��.�..1 ;\5- F ��. ��,,. � ,�°�` .� ,� ./ �'�� ` 4 ryy� ._,,,,_____,-_4________--------- y# '� _�.,,,,,-,—L"----''-'-''' �� � - � p ,,p f'� � (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, ( ... ,�, • ?%"'j � : - t. % "-x,.. M�•r ""'w.,, `�• �r `"'.ate �T �r'•� fJ 1 O. LOT AREA. 2.67 ACRES = f,�i s 2,, Si ��, . - ��.� _. oT .� �.�� ��,� -- ��`� STORM SEWER', GAS, PO UI/ER, TELEPHONE` AND TELEVISION). < 3 I I COUNTY FIRE DISTRICT I w _ 11. KING COU n x q 1 S ` f ! 1„: i •� . � ,....w.�-•,.-.+................�..,..,.-....."...r.,... r,yL'..,..,,.:,.� 'u,._�'�. ,...,..•...,... „-..•-,w'-~-~'.' ".--.,._ .��,�,s,,,,,,..."�«,.,..'^' � .,,.,r A,.. ,...�12 TELEPHONE SERVICE. US WEST g f ." . y t .�,_�. ,� M 4 ,.,. .- . . ,,-.--- _ ,„„..-- "' ..,w �, 6r THE Cali Tf A C TC�R IS CA t TI ?IV ED THAT T 4 VEF'NE'AD ELECTRICAL TF ICAL LINES c • s! r b+' ,, °.,„_. `''. `w. •..,, ""M,,..,,,,, +•,.,,,' ...r"""• ",-••- ,,,,. �,,a✓'- ,.,a,,••""•"/ mot,,,«A-:,''-'''' a 13♦ POWER SERVICE. PUGET ENERGY �.. tw� .� � 4. w.µ�� . �. ,. `---. vq T µ- ,.._. T -- ��y- � �� ARE NOT SH O NON THE DRAWINGS. THE CON TRA C TOR 1 S RESPONSIBLEo z i ,. < '6 i 2 _ •, M .<...,,,..�.+.._ '"--1.+.,..«, .4 _-. _,.w•.,_,:�.,,,. .,..w.°-....•m„^rv,,,,.••«.x,•,......, :,,,.,,,,a.«-..'«•"""^'"•"'-,:'ti..-. FOR "'(j''jj''�j EXTENT (�"'�� HAZARD CREATED �j'"'''�) OVERHEAD r . ,m,...,.,.-..�.. ....•,w..<.•..- .4...,,.w ,a,•rY.- ,,,•��`'� i DETERMINING 7 7 J L..X T J T V F ANY 7 A ZA 1 D 7.J V i,�« A D (41:11a) •+.Jry '..........,..°,.. ...•....,,,� cr -'.,.. ..,... .o,,.,�-,,,..•+w... ....+u'�°..•...w.�....,:.a..,, .-„w-,,,..'.-•-+w...v...,...4,... rr.,>.,«•.+.,.•.+"^,.`•"„'..+.- .. ��,,,r.. .r;.• /� �•r f r -� '` -+,,,,M _„ca„'.w«u..+an+.-..,..«......,M.. ' >+.,..•.,..-..•",.,,,,, w..,,.�.....v .'w.-.+..w_,'.-,.",,,.,•.�w.w.•....w.+.........w«.,,,...a..w+•,^•:•_....,..••...w-.s-•."^""'v'.,..ar»+.wa.,-.,+e•�-•«�.-.- ,„->r..,,_.•....-'.,.•..- �• ' " r. ,- '" ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES11 °1 3 0 La •; _�`">ry y' `••,,,, -'a" '^,-. >.•_...�+•.,..nw.,,.,....•. '"""�,..+..."."r,.,,, �^"""..�` �"^M.�`� -....,,,,,d...,,,,,,r^""".+.k,,. '''•,,.tl'.^-.w....,.,,.,,.,,..,,u--,...�...,-. -r _-, ..fir_• <.• DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. ¢Z a$ _ �'- �- 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THEco , . g 1 rn • +��� LEGEND TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE Q , <.. ,— RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND , EQUIPMENT USED WILL BE SUBJECT--TO TO THE APPROVAL OF THE CITY - •} OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR • *a AIN Z EXISTING PROPOSED EXISTING PROPOSED • 0 • SAN♦ SEWER MANHOLE (SSMH) INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED -, ii""" - .- , .. ''`:C TREE (Conifer) BECAUSE OF CON TRA C TOR. OPERATIONS OR NEGLIGENCE CONNECTED ry � :v F ,.-.� WITH THEM. R�, ,` , hs ' }-, `� CD PROJECT BENCHMARK a • STORM DRAIN CATCH BASIN N (CB) .: ., • Q.. 5.*:- L) C. *� , LI j TREE (Deciduous) ♦�- - , e }--rglit© 0STORM DRAIN CATCH BASIN TYPE II0 0 - HORZ. DATUM (CULVERT) -, Ct 0 1s SD STORM DRAIN PIPE - , _ .� � jj :� ‘, :, BASIS OF BEARING ASSUMED 0 YARD DRAIN ,.. ,. Cl.... 0 Li - 0 VERTICAL DATUM © 0STORM DRAIN MANHOLE (SDMH) w a * = F----- Cr) • • :: BENCH MARK • .,:: (BM) , v ('- LIU . CITY OF AUBURN BM#6-B (NGVD 29) .. MONUMENT (IN CASE MIC 1.-LJ icki >1 C5 '` "� CREEK DITCH CENTERLINE RR SPIKE IN POWER POLE # 29, SOUTH SIDE OF 312TH %IP 1:121 %WO '1/4 P"I'll AND 5TH POLE WEST OF SUBSTATION @ 0 MONUMENT (SURFACEXMON) WOOD FENCE SHEET INDEX Ct 0 RECORD Q _ _ �_ D DRAWING CER TIFiCA TION � ELEV 350.34 - o a CHAINLINK FENCE (: 1-1-1 ' E3 la WATER METER (WM) These drawings conform to the Contractor's F---- _ r construction records" � --- 2-NOZZLE (FH) SHEET DESCRIPTICN CALL 48 HOURS I xi N / /// 7 � / / f 7 RETAINING WALL ByGATE VALVE GENERAL (WV) Date. :BEFORE YOU DIG -- -- PROPERTY LINE ill'i'; C I COVER SHEET Title / Positon#��� 0 LUMINARE G GAS 1-800-424-5565 . _ 8" SSC 2 WATER / SEWER PLAN & PROFILES Confirmed by City Date: . SS SANITARY SEWER . ,..__ -.._-.. CI Ell GAS VALVE (GV) ,, 8"W 8 WA T R iNA TER C 3 STREET PLAN & DETAILS P POWER VAULT (POW V) _EL JUL GENERAL SIGN ' 0 C 4 116TH A VENUE S PLAN AND PROFILE PROJECT REF: F.A.C. 01 '_'0026 v ,..p... ..4.. UTILITY POLE (PP,TP) ARO �! ' �d, RIP RAP ad-ovot ago; These plans are approved in conformance _ - . • ", C ---- UTILITY POLE ANCHOR with the Cityof Auburn's Engineering Division TELEPHONE RISER (TEL R) ROCKERY 9 gZ: 4 co r requirements. _ 4-01 ....,... . co T TELEPHONE (TEL V) Approved by0.4,,,,,",,,,A,4 cv4 _ --.4 --- VAULT pp SHEET 1 OF 4 cn .. MAIL BOX Date approved"" 212Y141 CI -fir } .�_....�. .,.. ---. ,,.:.. . . �.,�..r,. ��.. .,..� z�.w�w.,....� � ..,�, . -„_....r~.....«.>w..-.....�..�.:�"« .....�...'. ,,..— - n...._ ..,...,-M,..m—.�A.....,,n.,.., ....•. .,..,..•.^,,..y.,.b�•.. .,�.._�,..._. -..._n_.'�,,.�.rr..m�..,.�,�..... �, ��. �.., �.�. .�.,-,._._ _ 4 �. ,. � riw A _... P.�� r... �.�...�n,� w�� �.,.�H.. . �_..�.. � n ... 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Poo I 0F 4 * ' Q C 13 OX. 1) 17 13 TIE IN 1.8 a —6 1 RIM000 IE=44' IE=44' luSTA: l I SM e P IE=4 REL04 OF SI r% rwn 450 440 IDATUM ELEV_ 425.00 1+00 2+00 3+00 4+00 LOT 4 X 450 u,nuTy EMENT SAN WWI 613.--129 48" 0 8"x8"x6"____ - --M ; � J 450 6----1 *-215* EL MJxMJ/ ------ .---- -- -- 1 �/ONQ THRUST `BLOCK '� I r , PER WASM-3 tom) fr 445 774f� 6" MIN UTILITY CONFIJCT DETAIL NTS CALL 48 HOURS' 'BEFORE YOU n1ail 1=800=424=0'555 ME 20 0 10 20 1 inch = 20 ft. RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. By: Date: Title Positon Confirmed by City: Date: PROJECT REF: F.A.C. 01--- 0026 These plans are approved in conformance with the City of Auburn's Engineerini Division requirements. Approved by. - Dote approved: 01 A LA M M M > 0 C) x z Li CL 0 C) < > Ld elf M M1 n cn z z w < < LLJ x 01 0 0 0 64) 04 wV) ki L? / V) IAJ C,4 Uj 00 OC) z 00 0') < •C4 LM 0 a) LL_ Uj Uj z aC 0 r.. LLJ � o�'I CL CO� LLJ I� � t d m Q � z � tjj s z 0 wl W SHEET 2 OF 4 C 2 �F�loo z o� D 1713 V et °� 41 x1l .0 G 0 0 E k 6 + STA 4' -k•"74- PR -1 OE; I -0* I's �lip 1 1; HIC13C 54 100 t R/W + 12** 1 MAX. DO NOT DOURB 4 A ,'N, RGE 5 E, W*M* PORTION OF THE SW 4 OF THE SW/4 OF SECTION 9,. TR 446*00 TR 448,00 2 28CED BR 445e00 BR 446*00 �illillillillillillilliillillillillillillilI M "9*50:k N89*4�'55"E N89*45) S89045"58"W B 4 -5 0 + BR 440900 N8911 60WOM 'ma-41 456, 59.00' 59.00 b �)1.00 t I t 1­ 1­ P"TE ow YA( 3 6 C FE 15CED 435*0 411Mt AP 0 W FENr3_' ROCKM j i5 _r C) xf�lc "I (SEE DETAIL) V. -0 11,",-., Z-­l .0 1­­__._'___. 447.00 C zoss i me TR BR 446oOO z L U -8 0) 0 CS ('0 0 n 4 1 E cr) 00 z 0 4�- ..0 OD ROC 0 1, 00 0 M PROILUMw of 0) 0- Z' co Z I t 0 L rip. LOT 1 LOT 2 LOT 3 LOT 4 4+7e.4 WSRT OT 5 C4 CR# 7' TYPE 2 C) L0 M P� -AV I 0 STA LT • w souD Low N.G,,, 00 CED I OVIDE: PR R VN !1131 V- IN= 436,4* �5 0-1 Flo 2 C, E. D 1—STD ILLUMMINATION� POW —JUNCTION BOX 71� OUT=4%JU IV _NN 7'M A P N89*1 12"E V 8--G'D Y 14 k 67.74� A A/ CB j 5., TYPE I PROVIDE E P 21 LT 03" d% ra aim STA: 3+79.89 13 L ASj!Tj S ----PEP_,*_--AURURN1 STD, nETAL EMI=445.72-12. il Am N C) ffOVIDE.,,.R=�•4,CE IN= 442/"SL— IVI�E C 81 ET A 4je Lw� ,,w#TD LIAMMINA11ON POLE A wr_Aft� 9-0 ^442, IE 011JT=0"Z.& E 1 JUNCTION BOX •4 -54 011; n A PER AUBURN STD Bw 43D* DETAIL TRSL-4(TYP0. ) OT 8 SCHEDULE 40 PVC 0 T Ti0f V, CB -J. TYPE I )ND 8 1 CONDUIT 1 1 1Z MIN, (TYP) C> _p'. 0 S7 N, .. 0 co I T()'P KRIM 56 NW45158"E M y IE IN old b?i I -FLI: 6: j (-TT V 20WER LINE 71 _8V T 0 437.2ir M Nrsa E4, t= r.NIA1•4w da 2 A r 3 6 M LF 8, 1 '04 A VON* 416 =: 4dwW SPILLWA V1ERFLOW SDR 21 S SA4 _wF n It- 1w_ -10 .57 3 4+ UU y� f rs w. _ v._.,w . w _ �� _ "w STD. 1 +1 '80,; j V) 945*58"E S89 .._.....� mono= V 4 95.58" 7 .00 > STR SIGN CL E 101ju, 09 SE 319th COURT I's D % I? Lij C4 8 77*4 U 4V 4 V LJ 0) > •' 00 00 C4 'OnCAL RB 4. + 5)58 PF 44 1 OT 3 4 M r" #. y §y F a d "' "� A b� + 89-t8 .02 z m7- 4 (y) C) 17*•L1(0 -0" 1 OT 7 1 C) 4h, C 0 00 4, MAILBOX LOCA�' Ca# 7� 1 C8# 1 4 49 R .1 1 ST& 1 PER POSTMASTER 7 $ 5 ROUED QURB & sl 'N, I i 5 RIM= 44L719.77 S TA %1 19 IKI =4* 11E IN= + P P !QTVzw%—%0w 0 %F%W I '11� K -_/° 11-1, A CB Ei I IE OUT='4A2,Nq_,4 STA: .2+06-o WR CUL-71DE—SAC ONLY 1 007 1 7.42 LOT # 4 -114 IS 2 3 IN �o EXI t TR 438*0 N89*58*1 2"E LOT 10 BR 434*0 74.00 1E 432*DO.04 LOT 11 9, 1 V TR 4��8.0 .0 0 N 'El X 1r:: S T 1 Cold; 1 BR 4iLO LOT 12 •� � 3 �co i 00 00 ROCKER� o SEE DETAIL E y 3, .04 Z 4 LOT 8 C4 00 IE I LOT 9 E X, 'Sz "t- $ F~ R TR 435* 0 BR 433*0 ,..,M. ..- .m.. ,,.� .,..-..r,•.. .. �._. _ .. a. ...,,. _j N89*46`1 1 "E 1• 89#46'11 "E N89#46*111 87.05P 5100, 23L.F 120 CPEP 2.1-46 R/W 60/ R/W C/L PVMT 17 17 5" CON WALK VARIES S�x. ��j 02FT/FT O.21/FT 0 2" CSTC tw LANDSCAPING STRIP (5) VERTICAL CONCRETE CURB EXISTING PAVEMENT SHALL BE SAWCUT FULL 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE DEPTH @ FOG LINE TO PROVIDE CLEAN, VERTICAL 3" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE EDGE. SEAL JOINT FULL LENGTH OF ROAD, 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE NOTE t ALL IMPORTED FILL LOCATED INSIDE THE ADVAY PRISIM COMPACTED SUBGRADE, NOTE: GRAVEL BASE MAY BE REQUIRED, DEPENDING SHALL BE REMOVED AND REPLACED WITH CLASS A PITRUN PER (NOTE.- ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING THE GEOTECHNICAL ENGINEER'S REPORT CBR RATING 8 ON SOIL CONDITION) 116TH AVE SE TRHET IDENING COLLECTOR ARTERIAL SEE CITY OF AUBURN STANDARD DETAIL STSX-3 N.T.S. Ro(W SEE PLAN FOR SITE GRADING 14 ..0.02'/FT .02FT/FT LANDCAPING STRIP 5.5 50' R/W C/L PVMT 141 .02FT/FT .............. L R/W 5` SIDEWALK 0 02-'/FT A* VERT CONCRETE CURB -'---3" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 1-1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE NOTE, ALL IMPORTED FILL LOCATED INSIDE THE ROADWAY PRISIM 5" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SHALL BE REMOVED AND REPLACED WITH CLASS A PITRUN PER THE GEOTECHNICAL ENGINEER'S REPORT CER RATING 8 COMPACTED SUBGRADE, NOTE.- GRAVEL BASE MAY BE REQUIRED, DEPENDING *SE 319th CRT LOCAL RESID1A TYPICAL STREET - ECTION - SEE CITY OF AUBURN STANDARD DETAIL STX-7 20 0 10 20 1 inch = 20 ft. RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records, B Date-, Title / Positon Confirmed by City.- Date: PROJECT REF: F.A. C. Q 1- 01020 6 • These plans are approved in conformance with the City of Auburn's Engineering Division requirements. IA a I Approved by: Dote approved.or fQ co 00 0 0 W L'j > 0 Cw LO w Z Uj CL 0 x M CL < > LjLj LLS at A CD ;E 0 Cn Ld z z 0 �9: W U)- < LLj Cr < C) 1141 f C14 • IRK 0 cc) w is C-7 LL x w V) Li N 0 0 00 z OC) I �0 N_0 C x 0 T-M 0 Mow w VIM- O 0 CO 2 00 3 �~ ,Z o � Q 0 a O c�. o W � Z G'� 4 0 C4 SHEET 3 OF 4 C3 �Fd1o0 3oa9 OZ O // CO�NSTRUCTION NOTES- SAWCUT EXISTING ASPHALT Wr TM SEAL EDGE W/NEW AWHALT 20 0 10 20 NEW ASPHALT SEC71ON 2 SEE DETAIL SHEET 3 M 1 ine h = 20 ft. M > STA 2+88 CB#2 TYPE 1 CIO 3 0 Ek",S)SINiH 7 -3-227 Ver X) 8 PLAN NO. 3-002. > W VANED GRATE 0 V) NEW VERTICAL CURB AND QUTTR PER Ste,STA#* 2+38.10 116TH AVEV) > < CEMENT CONCRETE SIDEWALK PER SM. STA06 0+00 PLAT R AUBURN STD DETAIL STSX-3 W010 doom NEW WHEELCHAR RAMP Q') STA 3+95*57 C13M IYEE I SEE AUBURN STD DETAIL STSW-4B .--AMATE > M M A �i 1 116TH AVE S INII., E., x f 3", RIM=442*75-19 r EX.":�SM, Ya nE�,4 ASPHALT RAMP 12*1 MAX, 71 > 74 0 RIONCEL= 422.60­111 •ar •0 M 4, IPLU GG E 4 ZA L.Li 'EMEN.; REGRADE DITCH EXISTIN( -r--WV X+00 2 + 00 3+00 4 00 4+25.93 < �Z, -z VC + 0 L .' Ta STREET LIGHT L 0 .... ... 0 .,Oro A A jr Z 3 t J ...-7777� 7777 4z'5.0 77" - 4 g IN E x IS', S 3 ✓ 2�111 C�" I f!)*Ar A _c I0 LX -to 450 440 430 420 DATUM ELEV SCALE: 1*=201 PVI STA 2+59.18 PVI ELEV = 437.75 A. D. - 2.3 8 K 42.09 100.00VC 0') W4 W• 00 I (D + 0 *I- Uj z In*:3 C41 z 0 004 n W CL 00 Od 610 00 V-) # CY) 0 U") 0') r) to 11 0 ) 0+ 4. + 46 >- + LLJ W CL <.-I 0 Uj > Ld Cr 0 ac 00 7 L0 Uj L.Li Uj > Uj > CL C1_ CL M 0 (n W CURB FLOWLINE 2.97% + 64 3.63%,__ � �11111111 ­­­ (o I a 1wW rr, L4 .1 Q0 0 > 0 > 1 y 0 70 0 Cn LF + CO V_ 11 ZO '<:Z> /—EXISTING GROUND 0000IIIII` - ..... I'll .. . ........... . IS 35 1 . ' - oa 'I Z>> 0 . . . . ..................... . ...... . . . ..... 450,:� 35 I NST kLL RIP RA& S__ 401 _- *2 L... ...................... . ....... ... . . ......... e •x wo/o ................ ............ � . ......... - . . . . ................ _4. 4 D PVC U I 4 25. REGRADE DITCH 116TH AVE SE PRO. ILE SCALE: HORZ. 1"=20" VERT, C%4 0 00 Nwt -t 0 04 0 V40 0) 't HU0101 2+00 3+00 C4fll NEW TYPE I CB 2Q SEE PLAT STORM DRAINAGE CURB RETURN T�QLE I LEV A TION CURVE RADIUS DELTA ENGTH PC I L4 112 314 PT A R=35. --00 100'*33*34* L=61e43* 7.86 436.52 436.74 437.69 43& 64 B R=35*00 85018-*451# L=52*11* 433,77 434.49 436.21 435.95 437, 08 I NST ALL Rip Ft 111 -35 moo S[)R REGRADE DITCH o E�Z C) ��gz Z Z < RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. By Date. - Title Positon A med'.. R city: Date: sib. W • 0 PROJECT FAC01 —0026 Th e s approved in conformance with the-' of Auburn's Engineering Division i Q c.I 01- L4o*l pp by= Ceti *1 AA1,04V Da •wow ZC) 00 >o)� 4< F- .j N , . C"4 a) LL_ us • cc) F� n+ R Z 'a O v� a� < 2S o� 0 (n &:5 � W J 3 o W LAOM � O Z � t W 4C z Q � �W � Q 0 a Q) L.Lj _j L.LJ < SHEET4 QF 4 C4 pF tl 100 A 0, O 17 1 i 1,