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HomeMy WebLinkAbout98D1522 d LEGAL DESCRIPTION: GENERAL COMS71t1C71ON NOTES A PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF SECTION 24, 'j TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KMG COUNTY, I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 70 THE CITY of WARNER ENGINEERING WASHINGTON, DESCRIBED AS FOLLOWS: AUSURN'S REQUIREMENTS AND SPECIFICATIONS. N BEGINNING AT A BRASS PLUG MARKING THE CENTER OF SECTION 25, 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE 5122 Olympic Dr. NW Office (206) 858-8577 DEPARTMENT (,SOOT) STANDARD SPECIFICATIONS AND STANDARD PLANS - Suite B204 Fax 206 858-8579 TOWNSHIP 21 NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, ( ) FOR ROAD, BRIDLE AND MUNICIPAL CONSTRUCTION," LATEST EDITION AS WASHINGTON, SAID MONUMENT ALSO MARKING THE CENTERLINE Gig Harbor, WA 9E335 W INTERSECTION OF ALGONA AND GREENHALGH ROADS, 7HE CENTERLINE OF MODIFIED � THE CITY � AUBURN, INCLUDING AUBURN'S STANDARD ALGONA ROAD WHICH BEARS SOUTH 89'46'07" WEST; DETAILS, AND DEVELOPER'S PROJECT SPECIFICATIONS. Z THENCE NORTH 8'47'00" EAST A DISTANCE OF 50.01 FEET; J. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD THENCE NORTH 8946'07' EAST A DISTANCE OF 121 .20 FEET; CONSTRUCTION NOTES, STANDARD CONSTRUCTION DETAILS AND SHEET INDEX ~THENCE THROUGH A CURVE TO the LEFT HAVING A RADIUS OF 603.11 FEET SPECIFICATIONS AVMJ49LE AT THE JOB SITE ALONG WITH THE APPROVED AND A CENTRAL ANGLE OF 31'58'55" FOR A DISTANCE OF 336.65 FEET; DEVELOPMENT PLAN. C-1 COVER SHEET THENCE NORTH 5T47'12" EAST A DISTANCE OF 539.05 FEET; ► THENCE NORTH 2'13'01" WEST A DISTANCE OF 5,640.34 FEET TO A 4. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANT C_2 EROSION, GRADING AND CONCRETE MONUMENT WITH BRASS INSERT; ON-SITE WORK. -- "` --L- THENCE NORTH 2'13'01" WEST, A DISTANCE OF 60 FEET TO THE TRUE 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL SEDIMENTATION CONTROL PLAN IL g POINT OF BEGINNING: STORM DRAINAGE THENCE CONTINUING NORTH 713'01" WEST A DISTANCE OF 459.17 "ONE-CALL" (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, C-3 FEET; SANITARY SEWER, STORM SEWER, CAS, POWER, TELEPHONE AND THENCE NORTH 87'53'10" EAST A DISTANCE OF 616.91 FEET; TELEVISION). C-44 PAVING PLAN z THENCE SOUTH 1'57'58" EAST A DISTANCE OF 458.21 FEET; 6. DURING CONSiRI1C1lON, THE CONTRACTOR SHALL BE REQUIRED TO C-5 WATER AND SEWER PLAN THENCE SOUTH BEGINNING. WEST, A DISTANCE OF 614.90 FEET TO THE CONTROL ON-SITE STORMWATER RUNOFF BY USING TEMPORARY OR @ TRUE POINT OF BEGINNING. PERMANENT DRAIN4GE EROSION/SILTATION CONTROL PROCEDURES. C-0 STORM DETAILS TITLE REPORT REFERENCE: 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE C-7 STORM DETAILS & PROFILES THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. C-8 WATER & SEWER PROFILES FURNISHED BY STEWART TITLE COMPANY OF WASHINGTON, COMMITMENT NO. A 295440, DATED JUNE 24, 1996. THE EASEMENTS SHOWN OR NOTED HEREON 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH C-9 SANITARY SEWER & PAVING Z ! RELATE TO THIS COMMITMENT. STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT DETAILS NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SWILL BE PARTED WITH ASPHALT EMULSION (CSS-1). t = SHOWN OR NOTED HEREON. 9. TIME LIMIT RESTRICTIONS S WITHIN WILL C-10 GENERAL NOTES BE APPLICABLE AND DETERMINEDAT THE PRE-CONSTRUCTION MEETING. C-11 CHANNELIZATION PLAN 10. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL D1.01 DEMOLITION PLAN v SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. V If. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). NOTE: COORDINATE GAS LINE DEMOLITION AND 12. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC CONSTRUCTION WITH PUGET SOUND ENERGY. POC IS FACILITIES AW_L BE DONE UNDER THE DIRECTION OF A WASHINGTON TERRY WOLFE AT 206-473-8324. LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 73. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY. TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY, wp+ 14. CERTIFIED RECORD DRAWINGS ARE REQUIRED FROM THE CONTRACTOR PRIOR 6!r TO PROJECT ACCEPTANCE BY CITY OF AUBURN. REFER TO THE CITY'S "RECORD D CONSTRUCTION DRAWINGS" REQUIREMENT. U 15, FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM rr ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES Q (14") WITHOUT ADDING NEW SECTIONS. 16. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC /69 RIGHTS-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT �I PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-I. ALL UTN.ITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE �A INSTALLED WITH A CONCRETE COLLAR AROUND THEM. M� 17. ALL CONNECTIONS OF SOR 21 OR 35 PVC PIPE TO MANHOLES SHALL 'J BE MADE BY USING PVC MANHOLE ADAPTERS, OR APPROVED EOLAL. 18. E S MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR IyIW21 ��+ 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER PIPE. AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. » IL 4ArJ T 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE 91Al BE 5/8 E INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN p �Al STANDARD DETAIL NO. GEPT-2. 8 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL ` DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE. U) 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK PROJECT RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.19. 8 q G 23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED [ RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. PROJECT LOCATION SKETCH . I flYlt7 24. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. V SITE DATA 1. PARKING DATA Ieosd DOW L w'diee CAR STALLS REO'D = 54 Thew draeirge conkm to the CantreeWs oen buctinn recordeL CAR STALLS PROVLOED - 141 E)�IRLS 12 4 9D + BUS PARKING 2. ZONING = M2 ey: COae-0'fNl. !Atgb�./& oa,e d�t3�48 ELEVATIONS: 1Me/powsom E°3,..cor Ye CMM COVMDWG REFER TO CITY OF AUBURN DATUM BASED ON BENCH MARK 03-H DESCRIBED AS TOP OF MONUMENT IN CASE AT THE INTERSECTION OF 15TH STREET SOUTH WEST AND "C" STREET SOUTH WEST, ELEVATION = 86.42. SEE C0011 by Cla Dd MENDS Los SURVEY FOR BENCH MARKS SET FOR SITE USE. PERMT SET 4/15/97 (SEE PLAN SHEET G1.01 THROUGH G1.03 FOR COMPLETE SURVEY INFORMATION) PROJECT REF: FAC 0008-97 CITf ITV. �-� /RE. C. Okb D�ZAW ICI V 7/,s/�7 Thane plwMe va approved for conformance with the QI 15TH STREET CHANNELIZATION NOTE: C' of Aubum'a Engklaarillq D1Weilm requLranents. Q CITY REV. MK 8/21/97 CHANNELIZATION PLAN FOR 15TH STREET SW SHALL BE SUBMITTED FOR 9632 APPROVAL UNDER SEPARATE COVER. APPROVAL OF THESE PLANS DOES Approved Dy�� S-*��' �` NOT CONSTITUTE APPROVAL OF THE CHANNELIZATION PLAN. d Date Approved- 91%7�.0 see Y � 99 Af WARNER ENGINEERING = 5122 Olympic Dr. NW Office (206) 856-8577 N °`♦ S g =yp ° »T• Suite B204 Fax (206) 658-8579 A - € Rs4 .a ar Gig Harbor, WA 96335 a ,a se Mgt '♦, + \ " ' -SAND Ott.," ' - i a F♦ i \� ra W T q s.crco CC»LrtTE »[§.wNc.ALL •°� =^y ' °`' 4p " ♦` r3 "aw --• _.__.., e T +;♦ `ea `aa P •e ♦ ka '' �6, 83. a'� Z s■ ♦x Y' � ° ,4 ♦ J Fc ` - ♦,, .1 Dew � a ✓�2.8 80 - 81.9081.5 81 15 NIS� 53'1Q E A "»1 � a 82.00 82.38 - I ° 82.40 b !► , �•w I ,� 82.15 ,ro 3 ro'°' Win,{` w °•a _ -'_ -) I °.+ 'Bl?p 81.65 {aYG. °ro y 0 � 2.45 84.00 `• ti i 'f. 1.1 i 80.90 + I ALAS SR ® "a,° EP' 'aa 80.65 80.65 y '• .�.r»,e.-� •a"Mill y 4 q N 0 30 60 1 , \ ♦ " ' 4+1 $ ' e as °' 'a = S / _ 4 1 -req 4 • ", 4 � 3 s as 01 SCALE: 1" 30'-0" pI ° pL£ $west' ♦,�a I 44s ♦• ••eca Q♦ s•x 4, m m. IJ I c » I 6 ♦I.r el ,,y. 1� i4a I �a "• �„ a, B3. 1 AC awG EXISTING LEGEND: PROPO@m I 50' 82.27 11am -I 1 ° 4' 4. / a T� o In! BEMRCNMx+Mc `a B2.3 I 4a a „ 50 I I �7C/ • I 4 s °�.•• I e'*a a PL 4 4 4♦ eou,w ♦ a 1 . 1 ww -=� ;.* x• Ea»aa» 4 ro• 4j.`_" a PO urar BASAN ■ V a I s I Mt(uxE ).gj I I e3 a♦ a+. 1 a' a,, 4 ti 1EE L 1 a: CONCRETE aRe 4 64.30 mAwt 4 � - - - - -- - - - - - - .- - CONCRETE PPE V A @ 4 I aPIMSES 1 IF "" .- $ I - - - .64- - •/ 't 83.7 I 4a on as OF CONCRETE Wrr.x ] $ I AND 2 83.90 I ! ,=»'Y ° �� $ I -\ / '`e f18»90 �YsY '1 a N as a• EC ELECTRICAL carROLRT a � 1 \ a FN ELECTRICAL NMONUE .4f - - - _ _-"s _'� ,a » - - - • •aw 84.3PROYDE DRCFWG TC� Er ELr:CTRI METER 1. 4 \ 44SEDMAENT FDC FIRE DEPARTMENT v CONNECTION 81.80 I / a s 3 \ WMAX) aL .. ay "4e FIRE HY~ Ak I , - 84.20 4 aY 1 a °8\ e w ; DAIS 1A `YG 1 ` FLOOD UCNT •.77 9 a 6 4.1 83.45 84.60 Oro \ G GAS MAN cc a♦ Y II `'85.00 I 4 _ 4w 84.80 \4a ® GAS LrE'IFR p II �q 4 84 %I a, 83.65 , 84.50 m GAS � 3 I 1 °♦ 4. 0 q ti TCH EX. GRADE AT cc PROPERTY L� Our mom .• 84.18 - aY 84.00 a 18 .90 it gym•. RwERr [ q�qqp� 82.00 I Oqo I 83. w I 1 s ° w MTERMET x PR[SSIRr( �I °+ WALL g I WBA 84.70 (M) MEASURED MTA e 1 v IH1.01 4$ WILVE I p '� 85.00 �� `s } PN W POST rouTaR 4 I s9 4 ♦Y P POIER WINE n , , 1 p,w I 5' 83.95 + • . • V/ PH 1 °•, 84.50 o .a 84.20 w 4 (R) REaLo arA 55 SHUTARY SEWER a' . I „4♦ 4 - I 84.75 SSMH SNwT SEWER 82.50 1L �c I I 85.00 V1nl p,I I 4 83.70 / 4. I£ MMNRROLE - - - .� 18 a 4 50 STORM dYN / e 84.3 5 PROVIDE ;° �{ • 4 i S�f P I plP STpR . HMSE 1 I/ WW a I FILTER F °<e 1 w / sTw srETl warRm 8 •' 83.00 84.00 FENCE s1 ♦ \ _;�11 I ae ,A ♦, "♦,y a♦ SIGN (AS LIBELED) g o ♦d a `'° 4 I ro s TE EP ONE WEE 62.30 1 .44 s a as .00 84.50 i e TMH TELEPHONE RMWIDLE /� r ro I 40 - - - - - 84.15 I I Y U f- co TRAFFIC FLOE F� a♦ 84.00 (/ram) t �Y` C y 1 ••a r UTILITY ROLE f1 z p _ ' i I 7 83.65 I 83. 3 '" 83.70 4.1 , 84. 9 w NEWER MLw k�� CC US H3. B3.2B 4. wMM WATER MW°IOLE 8 . 1 8 84.60 m WATER METER ■ z M� T _ � I I .4 4,u 7 ,� �"p 4 85 j aY "a4 1 re WATER wrvE i8! - I 84.00 83 0 y { 83.5 1 ay1 'a 83.35 w .°w _ I I 83.4 ° _ - - - - - 8 40 70 8 0 �s 8C A PLACE FILTER FABRIC I a°" 4 B PHASE 2 :�2 as w sN-RW T• �83 35 83.10 83.6 82.60 (SEE MO 5) (p UTAE1t GYRE OF Ce a ro CONSTRUCTION a = 'DAMN. CCE m a i "c$ v „ft +t ao aw 4 I I 84.00 82.90 83.10 4 6 a a s. ,.°; rt FE»ce as sIv�11 w Z:n + + 4 I 84.24 w a a' «u u FULT:B 84.88 tit 7 : -.4 ... - 0 `T+..sS'� • R �OE _- - - a Na roles ♦ 83. L sRwwo V To °TY a wuNw»1aE» r e+emn u as vq n •---- a� TONAL `587°47 4 ��,__..y.�...,+s'_'- _ - _� �r _.-- - -•-- •a° EXPIRE$ 1 24 !i K PANMfi V '4 -^ _-- 4 �.1. R� CNN % �� � a 4 = - � � STREET SW D «$g ♦ P4 15 TH STREET SW ♦ �A55 .. GDESC.DWC 4/12/97 °"'�► 8SR `� b �. w � 4 °�"$ a a° L9 ro � -rr�. -- a.s,.>..�.��. ♦ a' »"�x cr. Eva a - -�.. D � �1� + ° - -" • , Y �� _ = a ° A»S` =k.',,,N, E» E O '� `a 44 PERMT SET 4/15/97 PAcwd DVUb$ c wRwR PROJECT REF: FAC 0008-97 /Jk 4� - � � "N •w NOTES: Thm ar°.iry. earfarWR to the con6N an'. een tvcvn nmrda GTY REV. COMM. 7/7/97 a , aY.- ... • Bp" ;s oP a TAIX n •tAn 1. OW11NCTOR SHALL HAVE AMINI STANDARD NOTES. These FQMT a 4n- cn+c»ETE�q q x roP v a• a•ae. SIA N.IY10 DETAILS AND SPECIFICATIONS AYA ABLE AT .y A y(»11MY1 UIDER IM4( _ £LEYAIif.N . B4 8 plane are approved for conformance with the TIN: JOB SITE AT Nl TNIE.S. City of Aubum's Figineerirg DiARI requirements. � 7/16/97 2. CLEARNG LIMITS AV TO THE PROPERTY LIMES. t^cAI•P7N. r41r�a1.' DFMr a1131$ 3. SEE SHEET C-10 FOR CONSTRUCTION SEOUNCE. � nA 4. SEE SHEET C-10 FOR SEC►M A-A AND 8-9 W'M/P°wlfon: Ennim er Approved by: YJ a esa ,..J.M.w. 5. FOR ODI5MCITION ENTRMICE DEIAIS, SEE "URN STD DETAIL DEV-5. �C Z 8. FOR FILTER FAIIRIC FENCE DETAILS, SEE ALOM STD DETAIL DEV-6. �, a Date Approved- �I2z177 7. RACE FITER FABW LI�IDER GRATE OF ALL DOWNSTREAM CATCH BASINS eby �r p Q UMEW"rF /9 '� 'q { �T7 g1o15aa _ a Y I • I WillWARNER ENGINEERING 5122 Olympic Dr. NW Office (206) 858-8577 N : Suite B204 F ( ) 858 8579 " A Y x Gig t Harbor, WA 98335 0 � F 206 .,\ °1> 's.x°ewxea' •v, A { 1 ,f"j w� 'ate- -- '� "z " \.� z'e____-__._._-� _ - .....-_TANKS 4b os''.' I W Ku Yi e sTAexEo ® ' ON EANN OUND @' 4Z °., `>. s: *m x t .� @ ,. - o ag r , v.. (NP-CONCRETE ETcpC 4} ,•" °, -., a b R V `> f > uanvEt N8`53 L.. _ r - `J77l VQ As m L a, t - m @� ® ® 0 ' � �� - r w oe TEE # R Z 'z O Q u = a 9D' BEND _ _ Y CL PI OVA- S150m > RFIf 10175� .. .b • � _ u \ a # I #._.._.Q� ` > # CCA a ® 99 LF SLOTTED a 1 1 k 4' ,��. Z �' � �+-� �'.. CB/5, TYPE 1 � � L'.%„ ___..I. > � DRAIN � "iS a I. 0 30 60 N 81 SCALE: 1" = 30'-0" u. , b$3�1f.'5-lo0u.4I(5'✓,[o . . ° D0 ' _ S_ . 0S -- 0°- ° �°O 00° `L I r •r I 5UX 'r #/�,m, ...- 16 'r irs* GA LEGEND D Ig}�4 i ElsnNc PROPOSED �>1 t v 2 INFI TIO UNIT50 55 c AsPRu.nc CONCRETE\ 4 1 � 12 DI T@a sM BENCHMARK 0.40% z113LF •.s BOLLARD 10' EMERGENCY SHUTOFF I' BUTTERFLY VALVE e V ° B Q O \ r I @# cN --I-'- av' EWEI GB �.i CONCCATCRETE BE C � ` ClTYPE 2 0 i _'I...,,EAVEUEE .-.M._. ... -. �z ° - . } c� fAM:filME culvB s: 4t G � ( ��.. � � O � BO a.,.. O # �# IE- 'ST) 81.88 ._ �- _.. v 3 _ cP CONCRETE PIPE Z. IEIIII 10'SW) ° ,., c *' _ �. gz _ I '. `w _... -..- - - Q AD j CLEANOur 0 V RIM-84-99 W.76 � IE=78:39(12 S 7+e971e6 •', 8 S( 12) NIF _ 04 AS RIM=gk28 - r _ _ _ _ _ _ _ 1. V °�, ., *' s` ._ 84.8 f 00 LF - 12" r+- - - '' FEE„ ; --°�'° " 0PI"II ry DI M IE=7-T.74 127E 7A7{'T1-Ir$_ 1p LF - I 115 LF - 12- IE�79:89 12 N �' c Hcx a ``-.,� e (C $ I \ gq µ b (� DOWNSPOUT • Z IE=78-6B�7ON) XLaB-µ E GE " HUTOFF 5=2:8916{.2{x S = 0.40X 'I '� S = 1.60X 1E=86:d9(6�N7 1 - - - \ # ba 4• '< °3> @> "'= s- ELEcrRIGLL HANDHOLE V 4 �, (ITTE7/kFL VE ,� - - ` ..._ - w # F - 12" 32. " Q \ z 49 LF - 10" 13.3 "-. n I - .50.5 \ \ 7 ! \ EM ELECTRICAL METER S=4-:9a-S �I G 3. TYPE 2 "•',o- �, ' 117.04' \ @., " 1.79X II ( ) M-8359 a4159 +t.4 2.32' ' - L \ _ I UNITS _2 \� N': .r FIRE DEPARTMENT " O E , A 8" ADS N-12 sE �7�.0o,..7�An,}//frey . "s vs u o3�. ° J >ro II RIM- 22 §'� aJ I 'y "aq .\ CONNECTION � MANIFOLD _e�'e„) ^����. ( , s � � FIRE HYDRANT I, , - CB 7. TYPE 1 `r I Pa �r� aooD LIGHT IE-88 55 198 INFIL C8/14, p )-� �,� a cs MAIN �,- WATER III? I `- - -- 3, RIM=83.12 12 I 99 a# > '� °'. > II IE- 1 ")7AGBx.Z �� cA,s VALVE GAS R O ilk 1 79.46 �.� ,. `' LF 6"N s 6" EMERGENCY GUY ANCHOR ° �� « 12 . ANAL - SEE HIE i pp - I - IE=78.94(8"ST 1L78X SHUTOFF BUTTERFLY VALVE II a� 4,, �ti i IE=78.0(8"W� Q I _ ,,ax. INVERr c u I .� INTERMEDIATE PRESSURE 0.49X _ i 4 M {"'y 1 PO LF Q.40X 1 'a. , gar~ l I s C8 16 TYPE 1 4 I IS 1LIT I., MEASURED DATA '.{ z damI g�-' IE=79:$480.2 I ��.�, 9 '769* vuvE ` x FLOW/PI , 0 09' 7D''--�i� , • k POST INDICATOR NJ B fl lI° Q •.°ate "' I "� fi `' '. F� ¢ 86.00 f.. 5 a, , ADS N-7 SHUTOFF BUTTERFLY RELY VAL °. RRECORD DATA r�� 1 L I 9I>I - B q8 51 SANITARY SEWER // I� �1 € 1 "r4 # I I i SEEMEC ICA9- Pis > C6115 TYPE Q I�' SSMH SANITARY SEYIER �100 * - 1z•I 01 0 FO C�LWRON RIM=83.-79+Ia79 iI1.4 MANHOLE Q ' o o O _ , S 0.90% o= / IE=22AA STI i�9i 7 Q sue'' „ r' Ii""m, ��`m so STORM DRAIN S M o• s. x7E=t8:46 8'S 79NQ6 M LLI CB #I, TYPE 1 \� I ',' �. r.Fd--838984.60 :,•�� I ��IE=7�-8412"W)��� f - s - � ./ saMH sroau DRAIN Z RIM=8439 8 R 2 ° 1 LR""-8'Qt MAN OLE IE-79$379.43 99 LF @ IE-7&6B(7 7 e., 4s S i:S9S 43 I _TW STEEL WRAPPED ® ® 9 . 12 ° 1 � 7 w\ _.1 I _ - �' 4.t yb +, 4.D b¢ SIGN (AS LABELED) ,� O > c ..••'.. I' > I �> "i ' DS(TYP CO/ +) 1 ¢ T TELEPHONE WIRE /J I�F� A L. ) l"r rE1V1 1 7N I[ I „> ,QE ( LS' �'O, , T H TELEPHONE MANHOLE f^ I 2 "�� TRAFIC ROW U RI 10, TYPE 1 J/ < r o I I'VE, ,.._ ° RIM B2:BB82.40 ,r tc 0 O RM�9. E t �..5 I I _ I 2� ,- W TER MAN ® g UTILITY POLE (A 3 IE=79.+3(N)79.8,}'e m IE=7�38(12T�SE) Iq� 0 ON. - - - - - IE--B9-73(S) .-.. "+ _ .D ° A +8:89 LI : I l_ 6-1 &1IE ` UN IL � WMHWATER MANHOLE RIp NIpIy 1150' �,,L rRan I �J2D.32S SOa • "� 07�.7' I! A X F 79'V :#T WATER METER // D WillW b s IFr {�"•a^frYT B/13. TYKE 1 ` ".r� ens (R" i@�' b' N WATER VALVE N ILLS P # I I 49.6 200 - S7 ib! _ IE_ 1. (87M RIM-8j.1 34.19 136 _ 45.06 7.95 IE= N(9�e �� 4 ° 1 LF - 12 DI s 69 LF - t- I I __ g3. ` - IEE74 56 �, 'o.3•H. � f`_" " .. �- C�11,�>T'd'PE 1J� �'>. IE 8 175 CB,�12, _ � � �� § �lfl TM n1rb, xxw; O ERFLOW P E) `. ., .I.. OVERT 0 PIPE '., IE= .R 12"W ✓a9:s4 A •91 S 1 RI Z� ? T HE Y , ATE IM Q1kt 190 A 91 ( I ) SL _' Wry - ugl�7 �Q{II� .a " .N onBOaniwo *. .. Va @. �!a ,� a GATE _ Y > I �1 I I G 0 \ ri.sz T ' >¢ a @ n' arc:x rcxrT n.. J�1119T IFa$a•t41�.1•�HV"T9� N i ) m IE=80.30 12"E 6 _ n k F I g s . -a-• °. _ __ ._ casT � � � s 9 1_.I ✓--_._c TNETOTm u1a a uxi�x�c i tr�snN r B PROVIDE. END AND v -- e. �` - ( -~•... { � S87°4I �T, y w ""� - If1s+as 1 % 4.90 ,,.�..m_ }�, _ . -.w-- "^<-- .. �-° ._�.n a.___ mac .. ,�------ .-' a J _-•@ d» .�-_ _ •' @; 'I -k1MiT't _ ,.`---,., -.,� ._._-. .m tee-- a--°°°^�'°�""'�'_".1" _... _,.,_....._.. .._. '' ... - "4 y - """.'^-�._,.- .-.-_. y :_ nuNAra $TORM.DWG AS'EC �a, �i- -a# i J (STING _ . <�gn -. ac saNucc a �..-- _ , _-.._. m - S' •urW zs CMM -- wa sir F Issue ....o-.-.e .. ..mom Mn ".- ' r a: fli" 5 �N `-�� _ b ac '.. .. __.. . :,..._.- x.ss ' PERMIT SET 4/15/97 ecc A, A* @,b E )III" +», _ vrfl+5•.._._.p...._... -� Nxx �__4 .mr,= cc rm+>£ L aEcci�D e 'w � �►a o �„_,,_,_._„�.„°, -- @ - @> "> � `' CITY REV. COMM. 7/7/97 att ate''=Ha b R•Gora Nowm9 certification PROJECT REF: FAC 0008-97 Doh a a4» a NOTES: 7. ALL PIPE SWILL BE ADS N-12 OR EQUAL UNLESS OTHERWISE These drovings conform to the CDntroc1Nxs construction records. TAx N IIAD I. CONTRACTOR SHALL WAVE AUBURN STANDARD NOTES, SPECIFIED. BID SET 7/16/97 raven,- ' cD.rnE,c ¢ • ,� e wxri. DELETE DOW4 1U4A10 ELRIDI These plans we approved for conformance with the NouuM€NT WR wAu AEYAI 1 „ a..,a 5 STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT 8. ALL CATCH BASINS SHALL HAVE DOWNTURNED ELBOWS EXTENDING - THE JOB SITE AT ALL TIMES. A MINIMUM OF 12" BELOW THE INVERT. SEE DETAIL ON SHEET C-6. -3 c- rg'S 8,11, t , 13,11, Ei'l w A-1110 City of Auburn's Engineering Division requirements. 2ND PLAN REVIEW 8/14/97 2. UTILITIES THAT CROSS PHASE LINE SHALL BE COMPLETED IN PHASE 2. 9. SEE ARCH. PLANS FOR SITE DIMENSIONS. of. L-IfT+. 7Nedral,.' Date: $11�I4E 3. HIGHEST SEASONAL GROUNDWATER IS EXPECTED TO BE 9' to 12' BELOW EXISTING GRADE. 10. THERE ARE APPROX. 1400 CY CUT AND 2500 CY FILL THESE ESTIMATED S (� RAISE SITE 1' 11/3/97 4. SEE SHEET C-6 FOR STORM PROFILES. ARE PROVIDED FOR PERMIT INFORMATION ONLY AND SHALL NOT BE RELIED UPON 7iee/poitiDm. Erl4 nee. Approved by: L 1..firvw� 5. INSTALL FOUNDATION DRAIN AROUND PERIMETER OF NEW BUILDING BY THE CONTRACTOR FOR BIDDING PURPOSES. CONNECT TO CBJ2 AND /16. 11. SEE SHEET C-1 FOR SECTIONS A-A AND B-B. nrr, 9632 6. DOWNSPOUT TIGHTLINES ARE 6"6 AT 1.00X MIN. 12. SEE CITY OF AUBURN STD. DETAILS FOR TYPE 1 AND TYPE 2 CATCH BASINS. Cwdmned M Clly: Dote: Dateiftrroved: /(�r� 4 7� "`fee O//gyp i,/�[ (. . !\ 0 1l �* ✓� I a « "I r, WARNER ENGINEERING = NOTE Sill ELEVATIONS SHOWN ON - x �' D CONCRETE GUTTERS ARE ELEVATION _ AT EDGE OF GUTTER. CENTER OF E !_¢ 5122 Olympic Dr. NW Office (206) 858-8577 H e GU�TTM IS 1" LOWER THAN EDGES. E = �'?`? ° Suite B204 Fax (206) 858-8579 MEDIUM PAVEMENT NO CURB ALONG AND a 7 B Gig Harbor, WA 98335 WEST SIDES OF P LOT "erg . '°,y m 9 r J E �s �a Q iSik A �'w n 10' CONSTRUCTION EASEMENT I 1 •v.Uo WrNKEY' ° - �° Az v - CONC. GIJI"TER =A4 W w EN CURB "E a o s-uxEo trxxse ac,+w..t ww. xg eg -o "a .e v -0� z, �a VEA�ICAL e 8Y tB v�� x •. ._... _,.. 81.50gF.i --r��° � � ,"1+._0 .00 83.30 82.75 .10 LF ,GU7 � a 0 % RI RFI 84-98 a_Y_ - . . u .... . $�y33qq xa i 01. e xk i 82. S=O.SOX <`�, \ 187•CJ'J�1 O E. 89-58 a ?,Y i. > 8 6 ow '• 83.46 18-7 J5 a nQe 'Q,/ ila. N - ' 6 pp Or OOOO _ $ .00 - \ " a9 5 a•q, ... "'4� I<$B I ",' 84.10 83r '7 85.00 4 r z 7 e 150 IF CONC GUTTER 62.45 82.65 �8 19 84BB z z W • I K)..9e S=0.50% 0 81.90 .w` . V = w 1 0'-82 I I I 4 x4 CONIC PAD ® C H PAVEMENT WE < z < �E R O 81.65 d s _ AROUND FfR `<¢ K ,A,,, ., 6 s s < 39 86.4f 81-32 - 8865 0 30 60 O 4 _ I 81.65 _ - - - - - Y -- - - _ _a $ 'g \ o2 s m J ¢ I•°g as i SCALE: 1" = 30'-0" t L7 I @ LEGEND: e 84.95 I EXITING PROPOSED -' B2.� X CJJ ? O\ \ f/.2 7- a I 85d.-2-2N0'B 0 AJcM ABSEPNHCAHMnM KC ONORETE 82.80 82.70 86.20 SEE SHEET C-u9 EFOR Ew PAVEMENT NSECTIONSB2.40 S eouw BF r s 'II CATCH BASIN ■ ; ono :s I CONCRETE CURB a q CONCRETE PIPE -- % T' VERTICAL CURB 'I CONCRETE WAD( ADDITIVE ALTERNATE 2 \ - _ - - - - - - _ «. & / ! �1 [ N s+ ( I 8a.64 ff3r6< - (TYP )PROVIDE MEDIUM PAVEMENT � - �- - - - - _ 84-90 o a� - - - - _- --- a � Vcs 84.70 _ SECTION ALONG THIS 45' I o 0 [ a g3:gg a? B v10 DV - 4. ..k�.gp a,F 64:-}9 _4 _ I .a b ELECTRICAL CONDUIT WIDE STRIP ALONG THE WESTERN IB5.50P 4 - _ - \ -0 " .: I oa `^ - PROPERTY LINE BASE BID SHALL ® a 62 IF CONC G s 8�e ELECTRICAL METER LE . w -- S = 0.50T� \ ° i 84 }6 85.30 I ELECTR GL METER INCLUDE 9" CRUSHED SURFACING ,°, 4 e 85.10 I - TOP COURSE OVER 6" PIT RUN I F " r v I I a r. a \ �'' 100 LFP CONC. GUTTER I 1 x FIRE DEPARTMENTENT I- a a m� 4.90°'- 85. r fiS88 g S = 0. 11 �,o • + i 88+-6e v � 9 u 85.38 �, •` I 86.00 \ y`'^,}� I H xA 01 FIRE HYDRANT v z I b �' 64:'✓6 <y Bf FLOOD LIGHT i 4 6 85.30 1 �4a r; GAS MAIN V z 83.10 a \ 81.77 _ I cy 86.00 4 - 1 _ < GAS METER 13 W 84.65 w 81-.88 4w n Hffi �J HIGH oa'> $3:85 .10 85. x 84-50 I i 8 .80 GUY VALVE s Zl I 0 85.3o TT CURB 5.2084-26 I ' cur ,wcllaR I' " �I I '�" 8 Y I ! UMfi BETWEEN IN+ INVERT IE �y1 b81 z \\ 4.90 1 a PAVEMENT SECTIONS IP INTERMEDIATE PRESSURE e&29B I 4„� 84-92 �':, 85.188 a85. gt"86.00 &1S 'f"IARF.NE B \00 I IB4.12 K I I W. �\ I I I (TYP) (M) MEASURED wu n R.. �" WALL - EE HI Of " ` #4 B✓66 1 4. ` I I o 0. POST INDICATOR M 1 iRg I a 4 I 1 9 ` a * 4.9D 83ff2 g I I I vuvE p� -1 I .45 84955 O I feaa `2 P POWER WIRE ITTK " "O' " ' € �Ib,86.00 ,tip 85.5p 8#PB I IN, RECORD DATA If-' I 6 € I 84 58 85.50 I I 85.75 SANITARY SEWER - - x 8300 B{-7$ ;';,NII SANITARY SEWER I a I 1. 82.30 4 a � I 86.00 (3 .a I 85.65 I #,f0 8438 jY ( MANHOLE ( 1 � 9 86. 1��° 84.70 ,, P ay �r Sw NJ 7 P I ® I M M STORM DUN �� I I U O � SOYH STORY DRAIN 7� Imo_ i° gg,4� ��^ I a I MANHOLE (l O .♦pT��O IP II yWQ��II14"u� )1I O0 83BB I ° � II I I E I {I , ,8 STEEL WRAPPED H1.01 Ill % SIGN (AS LABEL E D)t A1 ♦ 83.601 jN 85.50 8439 O i ELEPHONE WIRE X 39 ETE 1Yi 0 9 86.00 85.15 �� I 1 LIGHT kAVEMENT TUN TELEPHONE MANHOLE U TRAFFIC ROW r ' stops.. 5' '..o 8d-r5 " I 3 9 I 0 0 I I I 85.T0 85.3 . I IIR�������IlRII I . . B88#55.56 j ✓ I9 sF_Y7-1 4 o N u POLE 8290 I 4 a WATER MAIN I ® 385-10, 70 Bd- yw. WATER MANHOLE V ) M WATER METER gi+ I� \ I Q I 84.40 DELETE TE WATER vALVE P 0 85.00 AeeElDURt Z a,I 84.40 • J ' / I N P Q �o �e 8'✓40 a 83:35 84.35 40 �- 4. is' 85.30/ \ � D I °L 84.07 b I a 84. 83.60 8 70a,� � _ SIDEWALK (TYP AT 83.30 �B .e" / 10 R�, all € _sm P "vb sa 2 li B4.lo 1 84RA ALL SIDEWALKS) VERTICAL CURB(1YP) I u ry N. �, 84.20 85 00 83 I d ' ElE n - sx BEGIN I URB AND GUTTER t 1 0 1 1 � I '1 (SEE TE 5, - - 1 m„ x d ,'� [nT cues) ""'pa, "L ['� ab 84.a .10 5. 84�g &4 a.ixnss 8 aF ! c a s0� 1 ll'I 197 " "4 •• 84. aH rElwCr ea.ss ; w � °+; 84. " m..<a.._. a j 1 84 24 �, I S, s wu+ a rcwce 8 65 84.86 4y 4 sl `a 93 83 6 aq _ _ - _ ��a-_-' - ._ " •dfs:_.,_. .... _ 000�OF Syi DRIVEWAY S _ Ua � U TDW 1 wE � 4.45 ensasm rrm smssT ust onn NIA TM w • .r 4 all TC Ott Ci AUBUFH DICER c 1 5!Meil - __»--"",•�•.•_ ..•••_' ��'. �l!'�•••• �� �'�- E ZJ a•sc w ,z,w_ s _..-.._ vim,.._. _. ...-_®«�+ -...-....s.m. # ,..� ' "RELOCATE SIGN LEFT __, � 1 m DRIVEWAY �sy4UBURN STANDARD �� _ IT __5_SIDEW RIVV WAY AND BEHIND SIDEWALK AS a DRVEWAY 1 V DETAL STDW 1 _ .�-----�-- - - (SEE 4)� I r 5 1 m.a 12 m L TH_IS-ENTIRE"..'".....__._.... __ m I 587"4 . - Y"fIV PHASE 2. a sxl�E smrEmCAAD�s �"rr. �_ - EAm .,_..®=m :N 1 ,,._.-..--^" ......_____-- _ -...--•-------+� a - „_._.._,,.-'"E"w"°""' "�� -,-.. �� -..._� ---- -_ -'a,;, r.< �o nu wArs PANNG.DNG I ....,,.. J l,,� 'So `4....-.-,.--.___ ---------- A, A"V+ --rr K. Cli .";' -,.._..- -.�_ _.__ e__ 9. i a.l TH 4 ,[ afn� B"0.11Y Glli � UMrw 0< / f 5 STRUT �W ` �4 _ _ _ R wa~ ,� E... / / 9 am t 8 TH _ o ---� ,e,ss .�� PERMIT SET 4 12 97 -3'`', -=c-� -. . vU tfal 4 3 _....__ , r,+Wi:•:. ._< ...e. dp55 _...amm_ .� r. xc,.,aC rFUGE uz Y4 4� ,. .I,I,E nEs - ---- *,a �'c a CITY REV. COMM. 4/15/97 f 4s w,r-� W .- �„'-` s "iwn r. �, 4e,E 't.a -«, ^. Record Drawing Certification - �Rxs a PROJECT REF: FAC 0008-97 • NOTES: These drawings conforrn to Me Contractors mmWetim records. BID SET 7/16/97 T a �S" 1 N Ll 1. SIDEWALK ALONG FRONTAGE SHALL MATCH EXISTING CURB GRADE. These plans ore approved for conformance with the > 'asauu�sia.* uwo[°NR::u�A ', sLsvAraw a a+.+s P PP 2. MOVE ALL EXISTING SIGNS ALONG FRONTAGE 70 A MIN. 6" BEHIND NEW SIDEWALK. City of Aubum s Engineering Division requirements. RAISE SITE 1' 11/3/97 3. RAISE ALL VALVE BOXES THAT ARE 70 REMAIN TO BE FLUSH WITH NEW PAVEMENT By: Canl.f7rl, 7/ted.I, oate: 9113198 4. FOR CEMENT CONCRETE CURB AND GUTTER DETAILS, SEE WSDOT STD DETAIL ll 5. FOR SIDEWALK DETAILS, SEE AUBURN STD DETAIL STSW-1. 6. FOR CURB RAMPS, SEE CITY OF AUBURN STD. DETAIL STSW-4. Ties/position: _ Enc�nCEr Approved by: 7. EXISTING CURB AND GUTTER ALONG FRONTAGE TO ROAN EXCEPT WHERE OLD ;632 DRIVEWAYS ARE REMOVED AND WHERE NEW DRIVEWAYS ARE INSTALLED. INSTALL NEW CO ^ /� I Corr. C RB AND GUTTER uT THESE ARDAc K K C rmM by Cl Dote: I I Dote Approved:/ 2•��w17� I" 4/(�j.1 //,(�l� T \\ -A v MrET l 1 ____-- __. ______ ___ _ _ 14 Quo$ g `bD � 2 a x c CROSS-SECTIONS (see Sheet C-4) _ e • c 1 Q EDGE OF PAVEIIEIfT Q tb 10 W w Z r 85.00 84.00 86.00 of SECTION 1 - 1 SECTION 6-6 SECTION 10- 10 c 84.00 83.00 84.00 . _ Z ,. mUL 83.00 82.00 82.00 _ r N z t WZ .. � n 85.00 Z w 86.00 � 85.00 � 0 SECTION 2-2 84.00 SECTION 7-7 W SECTION 11 - 11 V W Z 85.00 84.00 Y m 83.00 84.00 82.00 r N f p p p N W � 1 1 id 87.00 0 84.00 W 86.00 ca W i SECTION 3-3 SECTION 8-8 86.00 SECTION 12- 12 83.00 IN I 84.00 85.00 Z j H 8 # I I 1 1 82.00 82.00 N 4 aj 4 9 01 9 0.® Z P H 83.00 M 1 187.00 SECTION 4-4 SECTION 9-9 4 W I I 1119 H� 82.00 86.00 b 81 .00 85.00 1 24 9E EDGE OF PAVEMENT ..... MTP Z NOW 83.00 FOR SECTION 1 - 1 TO SECTION 9-9 FOR SECTION 10- 10 TO SECTION 12-12 sm1' 11/3/97 Z SECTION 5-5 0 1 2 0 2 4 82.00 VERTICAL SCALE: 1 " = 1 '-0" VERTICAL SCALE: 1" = 2'-0" 0 20 40 0 10 20 0 _ 1 "6pu 1 81 . ' 00 HORIZONTAL SCALE: 1" = 20'-0" HORIZONTAL SCALE: 1" = 10'-0" awr.Ll �u (00,0ZIEWIL 101 E1,11b "b C-4a Ff 5 OF i4 q Waa C WARNER ENGINEERING $$ r REPLACE EX. MANHOLE =asq 4a N t WITH NEW <$� looks � 5122 Olympic Dr. NW Office (206) 858-8577 N1 : Z I RIM=62.65 43.0 8 a, o fq 9 r'f (206) 858-8579 Q ". a gw 4 9x q Fax aq a," za Suite 6204 Gig Harbor, WA 98335 _ O sTarp€c cowwETE Nc*"MI«s WUL 's. x W ~Wo`.�,....�--.es am - F W � C �- � @ .. o-. �.^. O Qi .. _ ._..,®....4,a..�. "�:,�ae.s' ZLLI N ❑ O sW _ -s 11 - e WQ' O Q " ..x,- -..a. 0as. qa �..s':' as mi i. 'a go- x �ti n� , OIL/WATEK SEPARATOR SSAI.33% DI _ f �a Z W F = LL /" °; .. CONNECT lj2 CON ECI, SLOTTED DRAIN P = a PIPE INC MODEL NO. JW e, a 577-S OR EQUAL % ..,�..OIL 12- _ m C) Z V � aq j { 30 GPM 93-9 Q Q IA W �., - I TRAFFIC-RATED COVER ELEV=82.Z3 i7.7i USE 12" TO 6" REDUCER/COUPLER i < Z LL Z Z „ %- � - ®• \ I I IE=78{6(0 7G s. AS NEEDED 7O CONNECT PIPE a.a, Q u J a w m Q O = V 1 a w EMERGENCY SHUTOFF IE=81.12 q d u i i S = Q ZO a ./ BUTTERFLY VALVE V _ _ USE 2 45 BEFN61 s �( Z = H ,. 1-FIRE HYD� I • €;xr , 102 LF - 12" is PQ03 `s W t- W r Q �^rq a /1\ ASSEMBLY 8 6 w o • .., -INSTALL BOLLARDS 8.,:.- CONTECH SLOTTED DRAT SSCO Z Q 15' PUBLIC : \ SEE STD DETAIL WAF • .mA» - -- -"`-""' a 0 30 60 I _ _ RIM=83.65 p_ X O WATER EASEMENT '- IE=81.Ot W �I 0 CONNECT TO EX. 6" SCALE: 1" = 30'-0" Z ❑ d � + RIM B3. SE 2-45' BEND 60LF-6"DI -' 1n LU u) - I ! 2=tsj908"0 SSMH 13 LF " DI. S=2.00 SSCO S=1.69x ❑ W F- Z ISS a HIM =-8344 .44 8"x6" TEE RIM=83.95 SIDE SEWER a V R � \ I IsA^s TEE •71--13 IE=78.68� 77LF-6"DI IE=79.99 { xas F Q O O a IE = 68 LF - 8" DI S=1.69X 4 LEGEND: a ,i ♦ % , 6• / EXISTING PROPOSED W IS I +, ® 45* BEND " GATE VAL I `^\�I�77,, / u: ASPHALT CONCRETE C �W w ❑ q% "..y I \ �x, .- 'THRUST B �L �' c BU BENOOMIRK ON NECT TO ATER MAIN YYJJ �.,� Bau�RO A - DI - 8 45 BEND LF - 8" DI / 1 TH US BLOCK o LB CO CATCH BASIN ■ 9 $a Gt CONCRETE CURB I s xa33@ s2 R dal 45'tfdp CIE=7958 WATEq) s4 i`.. _ 8`x4" 7 I ^+ sP CONCRETE PIPE i _ I 41 LF - 6" PVC aP _ 8"IE= (ST) V a _ _ - Cie L 4 1 - THRUST BLOCK �� I%W CONCRETE WALK `S_7.90R G 82.t 6 ` IE oLtT �•� L a �CONC. INLET 11 SSCO / - 's y va 5, FC ELECTRICAL C0I ` !!! s e RIM=83:7-7 84.n RIM= '-' °* EH ELECTRICAL FMNDHOLE IE=88r56 81.50 IE= .7 a I OVERED v a "TEAM CLEANING 1 - TE ay q I:M ELECTRICAL METER 1 - 8" 4 BEND 82 LF 8" DI a FDc .a FIRE DEPARTMENT COVERED BUS WASH 2 - THRUST LOCK CONNECTION k + INLECONNECTION La a I 1 SSCO -C. .5i FIRE HYDRANT RIM* g.�(» 82. 1 - " 45' BEN 1 � � '« FLOOD LKtliT � II Nil WALL-SEE H1.01 IE= 8t . I - 1" BLO FF ASSEM13L j4e G cAS MAIN 31LF-6 C-I I--- `'�q i - RUST BLOC !OIL WATER SEPARATOR a S=2.52% I la GAS METER pPIPE INC MODEL N0. SSCO pe 1fi * S�11.33�" PVC m c.s vALVE p6-S OR EQUAL IEIM79-B3 .03 9 k®F� •'�' I I GUT ANCHOR 17.7 GPM 95.5 SSCO �4 4 "� }`' 2" DOMESTIC METER {� L t INV. INVERT IE Q o II NN TR,�=FTC-RATED COVER ELEV=84,66 eSeb g EMERGENCY SHUTOFF RIM= .65 {_ - - - I ° INLET IE=79:6e I80.60 ! BUTTERFLY VALVE IE= 8 5 - = I Ic' INTERMEDIATE PRESSURE II OUTLET IE=79:58 9p.5p pLF-6"®PVC` I - ° o a� - 4,s (M) MEASURED au o S=2.00% * x'£ 2" 0' BEND Pk li POST INDICTOR L w q 81E=76. SS ;� VALVE O ALUJ clND 20 PU13LIC SA SEWER EASEAf•I'} a F al am WALL-SEE a.01 ' I� 81E=79 }(5 n ^ J1.:. P POWER WIRE t % x 36 LF - 6" PVC SS C lJ t" I S = 3.65$* RIM= X1 2"x2"x2" TE 2-� 2"DOMESTIC R A�% „f (R7 RECORD DATA SS SANITARY SEWER o 5 N �SSMH�e IE= 81.dp 2" GATE VALVE 2I" TAPPED 7E L , ssun Lw+Iw E sEwEfl gg QQ _ • ® � � / Qe qQU IE=3-7-39(IN) ` 264 6" PVC I � -J , �k so STORM GRAIN Z � �/ U a IE'�'z'2'7( Ui 3 99 S 1 .96 ( <I 2" QEDUCT IRRIGATION A{ETER i 4 - 8" DI I Aa $DMH sroRu DRAM �-� t `" sFe 4 I� 79. EwrnaE I i - - 8"IIEE 75.10(( PJUI srN� STEEL WFGPPED �, ® �y SIGN (AS LABELED) Q111 LF = 3 PVC TELEPHONE WIRE / T I' TELEP WIRE f 15� P LI WATER EASEMENT qg a v- rNH TELEPHONE MANHOLE Z 81E=77.92(SS) x TRAFFIC FLOW I of I I 8"IE=80.40(WATER) y� 8'IE- 4.63(55) t ® Z � ryj1 umR POLE O � I 7 8 I a w 9 0 IP x WATER MAN ` ) '+ ONNECT i0 WATER MAIN n Z-�7 ap.fia tLa EA E NT ; aal - ab - ' - 8" 45' BEND �,z5f .(�GP Lam. !� "--� TF h0'Rff WNN WATER IAWHOLE a� fiUC SANITARY _ 8"RUST LOCK ` 2 '\ 9 ® WATER METER ■ FIRE HYDRANT ASSEMBLY ; i, I 188 LF-8" PVC SEWER EASEMENT -:?'r,y�� WATER VALVE N LDS F' � I I -;�' ! �"�. 38 - 6" DI 4� qa � I I � O-68 � F _ / �'ou «wu« ca• .Ciao S° � gags '°°• ea _.. ne'I e%r _.,-'�., .._ - _. _' _ _ '__ ` - ..... - - - _- " - _. � '" ._ ` _ ...,.-� _-- -_t - a- �: .�_._- a•A _ �R ��. � MOO EX. z _�..� X -_...s.... .T.,.. Ry/ _ &3-93 84.9g REL FI i r•• [ IWNT IM SWEi I%E i�C« rK SWiH •9'Qr 4 1 ® .�- -a IE ,E) �/-l- rnwtta .c a*r or ulWvw I.w«n'R«Lc. f meson EUrl 5 8}�Jq SI(�_ .._......BEHIND N W SID AI u "n'-1 -1 THRUST( 58 11F S))T3 E =+z•{-631 w/ ' ' - '��.M -BEHIND NEW FF _ ; S RELOCATE EX. FI E HYDRANT 6 1 THRUST GATE V p 2 T - - ea - _ g - 3 xNw �,/ 41 � I � '.P• xawxxc S_�, �._i.- Y_. ! _ _....-.-,- .' -if' ' �= R • _ _ Q sTRwEs- _®..,....-- �mv�. a -._ - �....` LIMRa,Q- -SY'w�4TTT-IsNsS••-._ ....,®N.7_.._.-,n.,.__......_ - " E�.:�e_ A_W.«te_e_.____e___--- - -�____�_."--�ti_---.s- .-�•,�._a..�__-_. _�_ .... ..X.s.,,.»,�._.,_ 7 ` Av-_..-_oa A 9� a `�" o -�®_ #�►' -_-_-- -- EXPIRES 12 90?8.6.. NECT ZQEX SSMH.SQB'O-L F 24 98 /` sr .....„,...-✓ " .. REPLACE WITH SAM8a-�-�, k 4q q} .�..___r_._,__Qv.N.y�°-'� aq q a!( ._ a_ 4,u s gST«�^Y�'" ..vF�y _°a a 'a •�b•._'is - �, -q ?- "'e ea a �_ aq -_ - .�-- �._..�. ---- q' I a WATS EW.DWGas nuMArPAVEMENT SECTION AS EXISTING STREET Sw CMM15TN , INAWN J U aawrT ELT gyp ° % lIT PERMIT SET 4/15/970ES �a QECOR bZAW1nlG 4= 1. MINIMUM COVER OVER WATERLINES IS 42". CITY REV. COMM. 7/7/97 s 4b.�. a'+ 'aN'®` 2. USE CONCRETE BLOCKING OR MEGA-LUG RESTRAINT Record pawl Certit'Itation a iT 41E �9 PROJECT REF: FAC 0008-97 Faxu sw•unuta�p y =« ,m of ^" wsw. IN ACCORDANCE WITH CITYOF AUBURN REQUIREMENTS. These drawirge conform to the ContnocWs construction records. BID SET 7/16/97 MW.AE«r unexn walls [avnno« s•.Is 3. FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTRACTOR SHALL CONTACT These plane are approved for conformance with the _ FIRE DEPARTMENT FOR REQUIREMENTS. City of Auburn's Engineering Division requirements. AnN RENEW D PLAN 8 14 97 4. FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH AUBURN STANDARD DETAILS WAFH-1 AND WAFH-2. pig CQ'"� �• rn6°GA' pate: g�13I4R / / 5. DOC AND FDC SHALL BE IN ACCORDANCE WITH AUBURN STANDARD DETAIL WACV-1. RAISE SITE 1' 11/3/97 6. CONCRETE BLOCKING SHALL BE IN ACCORDANCE WITH AUBURN STANDARD DETAIL WABL-1. rule;PosiGan: PT�weei Approved by: ��s-=-� C 7. WATER METER SHALL BE IN ACCORDANCE WITH AUBURN STANDARD DETAIL WASM-2- B. SLOTTED DRAIN SHALL BE CONTECH INC. ALUMINIZED STEEL TYPE 2 OR EQUAL. 9. SEE SHEET C-7 FOR WATER AND SEWER PROFILES. ConRmwtl by City: D U; Date Approved: & 7 COMM. 9632 I 10, DEDUCT IRRIGATION METER PER C-O-A. WADM-1. 9 6� 14 CZ a s _ s WARNER ENGINEERING = +1 =WEST UNITS +i=WEST UNITS •2=EAST UNITS +2=EAST UNITS 5122 Olympic Dr. NW Office (206) 858-8577 H $ INFILTRATION BEDS ARE TO BE LAID LEVEL. Suite 8204 Fax (206) 858-8579 � go Gig Harbor, WA 98335 6 SEE —6C_ FOR PAVEMENT Y.1 = SEE _8 C_ A FOR PAVEMENT INLET PIPE AT INFILTRATOR Z TOP OF UNITS FILTER FABRIC INFILTRATOR INLET PIPE AT On a TOP OF UNITS A FILTER FABRIC QL(E o2• s r 0 o BACKFILL o 0 0 00 Is LCN . cm 0 0 0 0 �,.Q INFILTRATOR 18" `4 d o i i i o o o o ° `ll'� BACKFILL ° ° o 0 0 4 $o o MIN i = j / /i,./i,./i,./i,./i</ � OZ ao _ INFILTRATOR QOo MIN (�" IIIII IIIII III LS�V�tS�LS o 3" MIN t a IIII Ol 1/2- - 2 1/2 z _ 3" MIN ROCKED DRAIN SAND 1 MIN —III �.S"�S�lS �U�O �lS — �U �U�LS SAND _ III—I ( ELEV_77.,4 (+2) 1-11 El I I—III—I 1 I 1 III—III—III—III T _ .e � 1 I I1 I I1 I IIIII I I-1 I -III , i��-III-III- ' -i I I _I1 11=1 11=1 I I I I I=1 I I- 11=1 11=1 11=1 11=1 11= = -I 11-111-IIIII 1 1-1 BEDS ARE TO BE LAID LEVEL. —11:III 11 1 1I I— III--III V A EXISTING BROWN TO GRAY I— —I CLEAN FINE SAND SECTION A—A ` ELEV=75.20 (+1 ) NOTE: IF BROWN TO GRAY FINE SAND IS NOT WASHED DRAIN ROCK EXISTING BROWN TO GRAYCI FAN FINE SANG ELEV=75.20 (•2) ENCOUNTERED AT DEPTH INDICATED FOR THE BOTTOM OF THE BED, IMMEDIATELY CEASE INSTALLATION NOTE: IF BROWN TO GRAY FINE SAND IS NOT AND NOTIFY THE ENGINEER. SECTION A—A ENCOUNTERED AT DEPTH INDICATED FOR THE BOTTOM MAX. SEASONAL WATER OF THE BED, IMMEDIATELY CEASE INSTALLATION TABLE PER SHANNON AND WILSON AND NOTIFY THE ENGINEER. = ELEVATION 75.2 SEASONAL WA MAX. SEASOTER INFILTRATION CHAMBER TABLE PER NAL WAN AND WILSON 2 WATER QUALITY INFILTRATION CHAMBER —3C— N.T.S. = ELEVATION 75.2 —3c- N.T.S. 3"e DOWNSPOUT — EXTEND 27 INCHES INTO CONNECTOR BUILDING 12"x,2" CONCRETE PAD n n n ____--ADAPTER TO CHANGE 3"0 TO 6'0 ❑=1I I--jF 11- =1 l 1-1 1=, I-111=1�I,, Z p/� I-45' MAX. CL �jj=l i rlll—IL=1= � o � � m &T I,i1117�II-1I�II Py� —II �II I' �Jd _ ill -11�1 Z J Q 7I �I I- I L�l- v, =III-III-III-III= I-III-I1 LF LU J_ ILL=WEM 1I - 1�1= 11= =ll1= I 111-11 r -L1�1=1I -111-111- -11 U& a 11-111=1TI�1 1�1 11=1TIJL=ITL— . 6•,0 00 ` FOUNDATION DRAIN r LOPE TO DRAIN ® 1.0% MIN. Uj ® p� n�_ PROVIDE FITTINGS) ch Id AS NECESSARY 9M �P�qq L9 0 3 DOWNSPOUT CONNECTION —3 c- N.T.S. i�ti�1�1 M. M0 �°�pF tits Odin Q� U 2 � PROVIDE CAST IRON FERRULE AND AND COUNTERSUNK BRASS CLEANOUT PLUG, CATCH BASIN WITH ROUND CAST IRON ACCESS FRAME AND OR MANHOLE C S70NAL HEAVY DUTY, LOCKING SCORED CAST I,FINISHED GRADE EXTERIOR WALL REMOVEABLE IRON COVER. _ WATERTIGHT COUPLING EXPIRES 12 24 98 - - 90- BEND (SAME SIZE AS STORM PIPE) 2'x2'x4" CONC. PAD IN ALL AREAS LONG RADIUS 12" MIN srw CL�lrl i\8 BEND STORM PIPE swr rn STORM PIPE o n n KNOCKOUT TYPE PLUG O �� ��`• ' 1 ,1 Ir STAIDETI.DWG AT END OF LINE N N v ° NOTE: INSTALL ELBOW AT THE OUTLET OF ALL cnrcH BASINS. PERMIT SET 4/15/97 CONCRETE INSTALL 1/4" MESH OVER END OF ELBOWS. ATTACH WITH Record )raring Certification PROJECT REF: FAC 0008-97 IN STE P These draw" conform to the Cadroctols construction records. I/ I CITY REV. COMM. 7/7/97 DELCM EL86WS kC CB'S 1g, It,12r I; 1(i eFl-A So These plans are approved for conformance with the City of Auburn's Engineering Division requirements. BID SET 7/16/97 4 STORM CLEANOUT 5 DOWNTURNED ELBOW CrM rm C;.n mot« $)t3)4s 04110. 9632 —3G— N.T.S. —3C N.T.S. Title/podtisn: Eno"neir _ Approved by. Carfinred by Dab: Date Approved" NOW -7 o; 9o� CB/9 RIM=8346 84.40 !. IE=79s69(12"SE&N) 80.59 fn p WARNER ENGINEERING j PROPOSED GRADE V 5122 Olympic Dr. NW Office (206) 858-8577 LU Suite B204 Fox (206) 858-8579 CB/2 CB�3 Gig Harbor, WA 98335 R 64.60 RIM-S&W 84.50 CB#S IE=98-69(12"N,S) 76.11111, IE=B+�9(6"SE) f2.80 RIM=863?81.32 84.00 IE= 12"N S W E 79.20 I = 1 79.65 84.00 ,....... r...._. r e 82.00 ., 82.00 : ► z r M Z 7 i 80.00 80.00 d z z o i V = < r < z i 78.00 78.00 Z z O 76.00 76.00 A 0+00 0+50 1 +00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 F CB#12 RIM CBQ39664.90 CBN14 RIM=82-30 83.30 CB/14 CBk 15 7l.M RIM=83:�A a4.70 IE=79�4(8"E)60.24 C8�11 IE=a8:84(12•W,NE) RIM=83H-204.12 IE=�}'.$4(8 N 78.84 RIM=83-1-284.12 Z 8"6 WATER IE=�&96(12'ES 79.a IE=78,26(8"5379.26 IE-28:66(t2"E,S)79.96 RIM=83-9784.07 IE-7m9-2�4(6"N) IE=61.03 IE=�&46(8'rM/; 79.4s IE=7�-77--8844((12'1M)78.M IEr;e-46(8"W)79.46 86.00IE 86.00 z 84.00 84.00 � z . + r V r 82.00 , 82.00 Z. Y = i 80.00 80.00 We 78.00 78.00 INSTALL PERFORATED FOUNDATION DRAIN AROUND 76.00 76.00 PERIMETER OF BUILDING. CONNECT WITH ',. ... ,.. TIGHTLINE TO CATCH BASINS /2 AND #17. 74.00 74.00 4"e PERF. PIPE LAYED LEVEL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 - 0+00 0+50 EXTERIOR GROUND CONNECT TO STORM SYSTEM 8"e WATER IE=78.00 ELEVATION W/ TIGHTLINE O 1% (MIN) SLOPE CB/4 y� E-76E 9ER FILTER FABRIC ALL IE= BO�SW)7e.74 CB/3 RBM' 684-2Aa5zo COARSE AROUND COARSEq. IE= } 12"N�78.99 RIMr8b�9 84.8o IE=79.80(17�"E.W)80.ao AGGREGATE AGGREGATE �j IE= 10"N 78.98 IE}78-.H9 12"N,S,E,W)79.20 IE=80.39(6 S)et3o RMN 83.2284.22 �p�84.by CONTECH SLOTTED ��11 85.00 IE- 12"E 78.74 IE 6" 22.6a IE=8B:66(121t ff 611, DRAIN 55.00 12" BUILDING W o 83.00 83.00 FOOTING !/ INVE 81.00 81.00 O o �� PIPE�SHALL BE OF SHALL0 4" LOWER THAN BOTTOM 79.00 79.00 OF FOOTING 6" 77LIJE 6" .00 77.00 75.00 p� z ® 75.00 73.00 73.00 z P FOUNDATION DRAIN 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 P N.T.S. RIM=81.90 81.70 IE= 10"SW)7e.74 EXISTING CB, SW CORNER OF SITE JI1t117 IE=7839 12"S 78.99 RI86 " ' pMF A0 8400 IE= 0.30(E) CB 70 IE=78e910N 78.98 84.00 : SEi G� A aS Tc UVA=r�*Ji i^9� `It 82.00 D 82.00 . e 80.00 - _ .. 80.00 �7oNAL '. EXPIRES 12 24 98 78.00 78.00 nu r�r� STMDET2.DWG 76.00 76.00 sa4wr CMM 74.00 74.00 0+00 0+50 1+00 1 +50 2+00 2+50 3+00 uw //yy�� `^ '1 PERMIT SET 4/15/97 Rrjo fir' i/Aq W � ry 6 CITY IIEY. cow 7/7/97 STORM PROFILES ftwo o " cawkew PROJECT REF: FAC 0008-97.M IK sm 1' 11/3/97 These dnwiMgs 9w I in ew ca..drfs 9wwlru tim 19- , SCALE : 1 " = 4 ' VERTICAL; 1 " = 40 ' HORIZONTAL 'TC'ityoffAAuubum'saEEigrmxringrDivisionnrrequiirements. �^ n/� 9632 rdle/,.,.se„ FnA ' eer Approved tyr 4 -- \ R Co*nwd by cer: 9rr Date Approved:, ll -7 p � FF ^5� R of f4 r7F 14 i a WARNER ENGMVEERNG _ 5122 Olympic Dr. NW Office (206) 858-8577 {ry e Suite 8204 Fax (206) 858-8579 = Gig Harbor, WA 98335 W Z : EX. TEE PROPOSED GROUND X. GROUND PROPOSED GROUND EX. GROUND NORTH Q r n a w e 86.00 86.00 < n _ w Wo 84.00 84.00 U s < z < < < ; 82.00 82.00 i Zo r : 80.00 80.00 : 78.00 78.00 = a 76.00 - .__ -- __- ---_-_-. 76.00 wu 2' BLOWOFF - -- . . - - - - -- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+8B 4.2' BELOW PROPOSED GROUND w WATER MAIN PROFILE SCALE: 1 "=40'H, 1 "=4'V m V SSABi/3 PROPOSED GROUND RIM=85.70 IE-77.37 IN) Z. IE=77.27�OUT) 85.00 85.00 i 83.00 83.00 i 81 .00 81.00 Is 36tr-6, 79.00 to79.00 In IN LLi 77.00 In I I 1 1 77.00 zLU 75.00 75.00 .3 73.00 73.00 71.00 71.00 o 0+00 0+50 1+00 1+50 02+DO 2+50 24369N) SANITARY SEWER PROFILE SCALE: 1 "=40'H, 1 "=4'v 1 IE=72.26�OUT) ' PROPOSED GROUND 87.00 87.00 U 85.00 85.00 83.00 83.00 Z P LLJ 81.00 81.00 5 P 79.00 79.00 77.00 77.00 75.00 75.00 Q�c.� 73.00 73.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+84.5 - SSMHN2 RIM=85.07 ROU113111 12 4 98 IE-73.86(E-W) IE=73.96(N) SANITARY SEWER PROFILE SCALE: 1 "=40'H, 1 "=4'V rrssu.,rs WATDET.DWG suws CMM Ism MCV0 PERMIT SET 4/15/97 ►�o`TE to Sur. coWA9(pi sTo so" uz *T,Oas oa saEirr Gr Retard Drawing CertificationPROJECT REF: FAC 0008-97W CITY REV. COMM. 7/7/97 Thsss dnwY come be the Contractor's construction records. RAISE SITE V 11/3/97 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. iI 9r Cwar/�►! 7Ytoduti Date: 911311 TIIr/I•re =n� ry Approved by �•!�"v. � cootMre by Utr Doe. Date Approved; /20✓-77 Mum. 9632 11 0/l� F f a Sa 9 of 14 Rp�p d WARNER ENGINEERING = 5122 Olympic Dr. NW Office (206) 858-8577 N Suite B204 Fox (206) 858-8579 Gig Harbor, WA 98335 6' 4" W REDUCE THICKNESS OF GUTTER 2 1/2"-.+.I � Z IT IS 5' OF CATCH BASINS SO I I I I/�-F\ /3 BARS (2) IT IS 6" THICK AT CENTER AND EDGES fr_ :n:�-� � 5 1/7 9 PROVIDE CAST IRON FERRULE AND CONCRETE DRAINAGE STRUCTURE IN 13/16" DIA HOLES AND COUNTERSUNK BRASS CLEANOUT PLUG, _ • 99 WITH ROUND CAST IRON ACCESS FRAME AND ► 10'- LONG SECTIONS BETWEEN JOINTS 3 03 REBAR 6" IRON COVER. FINISHED GRADE 1/2" Rom` 1" R � HEAVY DUTY, LOCKING, SCORED CAST • ASPHALT /2' g" IlL PAVEMENT LL � 6" 2" CLEARANCE TYP � •e •• PAVEMENT IN 2'x2'x4" CONC. PAD IN Z V 4" SLOTTED FORDRAINAGE ALLAREAS III-I I-III-III- II-IIIIII- N6 BARS (2) - 7CON RADIUSIII III—III=II =IIIIIIII4" CRUSHED SURFACING TOP OF CURB BEND24" TOP COURSE AT APPROACH SEWER PIPE NATIVE INORGANIC GRAVEL SOIL SUBGRADE . o . 44 YPE PLUG PROOF ROLLED TO VERIFY 95% aLINE z COMPACTION OF MAX. DRY DENSITY PER 7 3/4" ASTM D-1557 TO A MIN. DEPTH OF _ 6 INCHES. PRECqST � CONCRETE GUTTER 2 VERTICAL CURB ��CONCRETE WHEEL STOPS 4 ANITARY SEWER CLEANOUT V N.T.S. N.T.S. N.T.S. N.T.S. V 2" MIN. ASPHALT 3" MIN. ASPHALT 5" MIN. ASPHALT MM CONIC. PAVING WITH CONIC. CLASS B CONC. CLASS B CONIC. CLASS B LIGHT BROOM FINISH7SMOOTH TROWEL FINISH AT ALL o� o 0 0 o o 0 0 o`L}' 0 0 0 EXTERIOR SURFACES OF WALKS II il- ����I�� I��III: TT i 6" t 1- RADIUS RADIUS W/SLOPED FACE III— I I 1= III II AND BROOM FINISH TOP 5.5" AND SIDE 4" MIN. CRUSHED SURFACING 4' MIN. CRUSHED SURFACING 6" MIN. CRUSHED SURFACING TOP COURSE TOP COURSE TOP COURSE m a , • TASPHALT 6" ASPHALT PAVING 6 MIN. PIT RUN SUBBASE 6" MIN. PIT RUN SUBBASE 8" MIN. PIT RUN SUBBASE W A d 0 NATIVE INORGANIC GRAVEL SOIL SUBGRADE NATIVE INORGANIC GRAVEL SOIL SUBGRADE NATIVE INORGANIC GRAVEL $OIL SUBGRADE PROOF ROLLED TO VERIFY 95X PROOF ROILED TO VERIFY 95X PROOF ROLLED TO VERIFY 95X COMPACTION OF MAX, DRY DENSITY PER COMPACTION OF MAX. DRY DENSITY PER COMPACTION OF MAX. DRY DENSITY PERrA ASTM D-1557 TO A MIN. DEPTH OF ASTM D-1557 TO A MIN. DEPTH OF ASTM D-1557 TO A MIN. DEPTH OF V/6 INCHES. 6 INCHES. 6 INCHES. GRANULAR0• O L_3/8" PREMOLDED 'aOoO �• LIGHT PAVEMENT MEDIUM PAVEMENT HEAVY PAVEMENT 0 WrW EXPANSION JOINT 7.7s CEMENT CONCRETE NOTE: DEPTHS OF MATERIALS INDICATED HEREON ARE COMPACTED MINIMUM. Q VERTI AL CURB & SIDEWALK s TYPICAL PAVEMENT SECTIONS N.T.S. - - N.T.S. c j to f'• t m d tlrl�'I • M b 67tPal3 12 24 !8 ae— CIIIIIIIII a� QEC oZb DRAW � PJ Cz PONT SET PERMIT SET 4/15/197 %w I1raaFp Ca llIke en PROJECT REF: FAC 0008-97 WI dmwbp mom i to On Caftenes cw.trucbm record.. CITY REV. CMK 7/7/97 These plans are approved for conformance with the k C a,•-/ 7)1 'Y .�.� Drle fI13)1Y City of Auburn's Enginea k Division requirements. BID SET 7/16/97 TM./poiwc Ena.neir Approved by: aaa• 9632 CMA by Dolt Date Approved*��:Z•l�!7 �-9 10 9© q$D���a GENERAL CONSTRUCTION NOTES FOR GRADING, DRAINAGE AND EROSION CONTROL WATER CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES a 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR 1. PIPE FOR WATER MAINS SWILL BE DUCTILE IRON MEETING ANSI 1. THE LOCATION OF THE SIDE SEWERS SWILL BE MARKED AT THE END DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE SPECIFICATIONS A-212.51 OF LATEST REVISIONS AND SHALL BE OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 z 4 , FOUR WARNER ENGINEERING CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED, IN ACCORDANCE FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET OTHER CONSTRUCTION ACTIVITIES, 70 INSURE THAT SEDIMENT-LADEN WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. (3'). THE LOWER END SHALL HAVE A 2 x 4 CLEAT NAILED TO IT TO VII $ WATER AND OTHER STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. THIS WILL 2. ALL PLI&C WATER MAINS SHALL HAVE A MM IMUM COVER OF SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH 70 THE SIDE SEWER 5122 Olympic Dr. NW Office (206) 858-8577 me BE ACCOMPLISHED ON THIS PROJECT BY USING THE TEMPORARY POND FORTY-TWO INCHES (4Y). OR TEE SHALL BE INDICATED IN BLACK PAINT OF THE 2 z 4. Suite B204 Fox (206) 858-8579 FOR RETENTION OF STORMWATER UNTIL PAVEMENT IS INSTALLED. Gig Harbor, WA 98335 liJ 3. ALL VALVES FOR WATER MAINS SHALL BE RESIDENT WEDGE GATE 2- CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION 2. THE EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS VALVES FOR TWELVE INCH (12") AND SMALLER. BUTTERFLY VALVES PERMITS FROM THE CITY OF AUBURN PRIOR 7O CONSTRUCTION. Z ARE INTENDED TO BE MINIMUM REOUIREMENTS TO MEET ANTICIPATED SITE SHALL BE USED WHEN OVER TWELVE INCHES (12"). CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES SHALL BE 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER PROVIDED BY THE CONTRACTOR AS SITUATIONS WARRANT DURING CONSTRUCTION 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE H 7 TO INSURE SEDIMENT LADEN WATER AND OTHER STORM DRAINAGE RUN-OFF DRAWINGS, SHALL BE EITHER MECHANICAL-BOLTED TYPE, OR PUSH-ON CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT DOES NOT IMPACT ADJACENT PROPERTIES OR NATURAL DRAINAGE WAYS. RUBBER RING GASKET TYPE, CONFORMING TO AMERIGW NATIONAL EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT C e THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE STANDARD A-21.11. RESTORATION. i CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Q o 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME CONSTRUCTION SEQUENCE FOR GRADING. DRAINAGE AND EROSION CONTROL 3. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH IT IS d c i PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A THE FOLLOWING IS A CONSTRUCTION SEQUENCE THAT IS INTENDED i0 INSURE i CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED OF LATEST REVISION. FROM THAT PROPER EROSION CONTROL AND RETENTION DETENTION METHODS ARE e THE CITY. N PLACE AND CONTINUE DURING THE OF THIS PROJECT. °g 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SWILL MADE IN 7'COMPLIANCE WITH THIS SEQUENCE IS REQUIRED UNLESS VARIATIONS ARE APPROVED " 4. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDANCE WITH THE PROCEDURE FOR WATER-PRESSURE TESTING WATER IN WRITING BY CITY OF AUBURN AND ARCHITECT. ACCORDING TO THE FOLLOWING SCHEDULE: LINES AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS < t: MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL PRASE 1 FROM APRI. 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO BE UNWORKED FOR MORE ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS 1. ESTABLISH CLEARING AND GRADING LIMITS. LIMITS ARE THE PROPERTY L: THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 LAYS. SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER LINES AND PHASE 1 LIMITS AS SHOWN ON THE PLANS. e THIS CONTRACT, INCLUDING ALL CONNECTION 70 EXISTING MAINS AT A w FROM NOVEMBER I TO MARCH 31, ALL EXPOSED SOILS AT FINAL MINIMUM TEST PRESSURE OF 200 PSI. 2. CONSTRUCT PHASE 1 TEMPORARY CONSTRUCTION ENTRANCE (MINIMUM 50 - GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR FEET BY 20 FEET WITH OLMRRY SPALLS). TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE TO CONNECTION TO THE EXISTING WATER MAINS, AND SHALL BE IN 3. CONSTRUCT TEMPORARY CHAIN LINK FENCE BETWEEN PHASES. THAN 24 HOURS AND EXPOSED AREA OF LESS TWIN 5,000 SQUARE FEET ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 44 4. INSTALL FILTER FENCE IN PF145E 1 AREA. THAT WILL REMAIN IMMEDIATELY, UNWORKED FOR MORE THAN 7 DAYS SHALL BE 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE 0 STABILIZED IMMEDATELY, 5. CONSTRUCT SEDIMENT POND. CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR 70 CONSTRUCTION, 5. NO STORM WATER SHALL BE ALLOWED TO ENTER THE INFILTRATION 6. NO UNCONTROLLED SURFACE WATER SF14LL BE ALLOWED TO LEAVE THE 1101 SYSTEMS UNTIL THE SITE HAS BEEN PAVED AND LANDSCAPE AREAS ARE 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LIES AND SITE AT ANY TIME DURING THE GRADING OPERATIONS. STABILIZED. ALL CATCH BASINS SHALL BE CLEANED PRIOR TO ALLOWING METERS SHALL BE PER CITY OF AUBURN DETAILS. SERVICES SHALL BE A y MINIMUM 3 4 INCH TYPE K COPPER TUBING. SERVICE LINES OVER ONE ANY STORM WATER TO ENTER THE INFILTRATION SYSTEMS. THE / 7. GRADING ACTIVITIES CAN BEGIN WHEN EROSION CONTROL MEASURES CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CLEANING OPERATIONS INCH (I") MAY BE TYPE K COPPER OF GALVANIZED PIPE. THE CITY OF ARE IN PLACE. ! e ARE COMPLETE. THE INFILTRATION SYSTEM WILL NO BE AUBURN WILL INSTALL THE METERS. THE Cltt WILL INSTALL SERVICES i s ACCEPTED IF WATER IS ALLOWED TO ENTER AT ANY TIME BEFORE THE FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER MAIN IS IN B. COMPLY WITH THE "GRADING, DRAINAGE AND EROSION CONTROL NOTES" ENGINEER INSPECTS THE CATCH BASINS. AN EXISTING CITY STREET. CONTRACTOR SHALL PAY ALL COSTS AND AS ABOVE IN THE CONTINUOUS OPERATION AND MAINTENANCE 'OF THESE FEES ASSOCIATED WITH THE CITY INSTALLED WORK. FACILITIES. 10. AEG-A-LUG TYPE RESTRAINTS SHALL BE USED A7 ALL BENDS. FOR 9. TIME LIMITS ARE APPLICABLE TO WORK WITHIN THE RIGHT-OF-WAY. TIME TEES, 90- BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING LIMITS WILL BE DETERMINED BY THE CITY AT THE PRECONSTRUCTION CONFERENCE. SHALL BE USED PER CITY STANDARDS. a STORM CONSTRUCTION NOTES 10. DISCHARGE ALL PHASE 1 STORMWATER INTO SEGMENTATION POND. 11. ALL WATER MAINS SHALL HAVE A BLOW-OFF ASSEMBLY AT LOW POINT CLEAN SEDIMENT FROM POND REGULARLY TO MAINTAIN INFILTRATION 1. THE CONTRACTOR SHALL OBTAIN AND NECESSARY STORM LINE AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. CAPABILITY. 00 CONNECTION STRUCTI PERMITS FROM THE Cltt OF AUBURN, PRIOR 70 11. CONSTRUCT DRAINAGE COLLECTION AND CONVEYANCE NFLTRATION CONSTRUCTION. 12. THE FIRE AHYDRANT SHALL S STAND SHALL CONFORM TO STANDARD DETAIL WAH-1 AND 9ALL STAID PLUMB. SET TO FINISHED GRADE WITH FACILITIES LOCATED IN PHASE 1, BUT Do NO ALLOW STORMWATER 70 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM ENTER THE INFILTRATION FACILITIES UNTIL PHASE I IS PAVED. CONTNUE `o' STENCILED: "DUMP NO WASTE - DRAINS TO GROUND WATER". FINISHED GRADE, AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN TO PROVIDE CATCH BASIN PROTECTION UNTIL LANDSCAPING IS IN PLACE 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE AND STABLE. CONVEYANCE SYSTEM MAY BE USED TO ROUTE FLOWS TO THE IL� ACCESS. SEDIMENT POND AS LONG AS PIPING TO INFILTRATION SYSTEMS ARE CID PLUGGED WITH A TEST BALL. D 13. ALL VALVE BOXES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS SHALL BE ADJUSTED 70 FOAL GRADE AFTER FINAL PAVING IS COMPLETE IN-1, 2P PHASE I SEDIMENTATION POND IN OPERATION UNTIL PAYING OF ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL STFG-1. Or Or 1KFYS DEVICES ROUE FIRE PROTECTION IRRIGATIONSITEMS, AND TOBEIN TALLEDPEHECITY OF AUBURN'S fb&7_2 DETAILS. 1. CONSTRUCT PHASE 2 TEMPORARY CONSTRUCTION ENTRANCE (MINIMUM 50 FEET BY 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY 20 FEET WITH QUARRY SPALLS). co THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE Z SPRINKLER CONTRACTOR. 2. INSTALL FILTER FENCE IN PHASE 2 AREA. �p� 3. CONSTRUCT DITCHING TO PHASE I SEDIMENT POND. O 0pp� W n 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA O M M WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS 4. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE M� DIRECTED BY THE CITY. SITE AT ANY TIME DURING THE GRADING OPERATIONS. 5. GRADING ACTIVITIES CAN BEGIN WHEN EROSION CONTROL MEASURES ARE IN PLACE. O/nl pn 6. COMPLY WITH THE "GRADING, DRAINAGE AND EROSION CONTROL NOTES" VlJ VlJ U v W S g j j j AS ABOVE IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE O g rj FACILITIES. Z W W � o o o_ v z 7. CONSTRUCT PERMANENT INFILTRATION SYSTEMS BUT DO NO ALLOW co pp e� pp W STORMWATER TO ENTER THEM UNTIL ALL PAVEMENT IS IN PLACE. Z IJ lz CONTINUE TO PROVIDE CATCH BASIN PROTECTION UNTIL LANDSCAPING 85.00 85.00 IS IN PLACE AND STABLE. MOOM W 83.00 $300 S. REMOVE TEMPORARY CHAIN LINK FENCE. LS 81.00 __ 12"SD uIrw 81.00 79.00 SO 79.00 SECTION A-A SCALE: 1"=30' HORIZONTAL, 1"=5' VERTICAL o� 0_ M0o N Q 7, w A Y Reopd Muni" CarWicabon SIGNAL D E A W I W Twee A mm awYgs canfa to Ms C bodar w EX s wtnxtion records. PIRES 12/24/98 g o > > ■v_ > > yi C 01--f l YNed4�.`' Date: 8" 315 Y U o W o 0 0 0 0 0 0 rNb/xrten: Eno nev ,.... CRAM W N W UU W W UWU U WU mm _ 4 4 4 4 4 ? _ Confimwd by GSIy: Dam wsw wn 86.00 NOTES.DWG 84.00 ___...... 84.00 PERMIT SET 4/15/97 82.00 82.00 - _ __ PROJECT REF: FAC 0008-97 CITY REV. COMM. 7/7/97 80.00 80.00 These plods arc approved for conformance with the IYN SS City of Auburn's Engineering Division requirements. BID SET 7/16/97 78.00 12"SD 78.00 ' Approved.00 1YSD fYSD 8"S Approved by. / J � S 9632 8"SS -- 76.00 J w.. 74.00 --- - -... - 74.00 Date Approved_ d�Js� �e 0 SECTION B-B SCALE: i" =30' HORIZONTAL 1"=5' VERTICAL eess PF 0-5- r.F N4 d `qwAW WARNER ENGINEERING <$s a 5122 Olympic Dr. NW Office (206) 858-8577 H ymw >/ e p JJJ Suite B204 Fax (206) 858-8579 \ a3 g Gig Harbor, WA 98335 W \ � � 'sac wuXXFr \ t .tom °{e & '*----__ ez • '`� 'j a��a N REMOVE E TANK we E _: 2g s,XrxEa CwCXSR flFrAR1IXG wAu _� $$ bPE AT PR "E °'• AND BOLLAR * v„ o?'" Z 2 _ DEMOLITION NOTES: 11 _ ! ' CAP AT PR&1l 61Mfn m "^' _ ~ NB7°53°10 E Np�I Rj 'a1. 3� ,s• ."...�. "".. q@616.31� nb ���"' "' "__ ! REMOVEALL EXISTING SURFACE FEATURES � q" t 1 <.tiR+srt3x rRRYFD 1 srcRr r«X•xa v, NECESSARY FOR CONSTRUCTION OF THE NEW i 3 D.�EAs, 1 q® �{RMOVE STORM > _ auc.oNG, Fsee sz , Errw3.'!5 rnA+c. THE ' >= WORK INCLUDING BUT NOT LIMITED TO o • ''@ v 1 sTw"wom FRXYFD FEATURES IDENTIFIED FOR REMOVAL ON W, i DEMOLITION PLANS. d o s It E ® q•s ". _..----' _ _. ° 2. REMOVE ALL ASPHALT AND CONCRETE i s si 94 - - - - - - SURFACES. i v " re^�a _. „' 3, REMOVE BUILDING FOUNDATIONS TO A e ,.Dr 1 < s _' _I pil 7. m m ro� w ,B .� o "., THIS SECTION OF WATER LINE TO REMAIN q d 0 30 60 MINIMUM OF 18" BELOW FINAL GRADE. 6eGFmz ro a o I "' + a wuE �� +y C +`° 4. REMOVE ALL UNDERGROUND UTILITIES xc xsr unc caarttq q, I - REMOVE CB AND £ ,y° a' Rk °zro y.,� '° �' EXCEPT THOSE NOTED TO REMAIN. REMOVE EX. MANHOLE =" s° ,i" gPIPING . + ro �M T IX .q s REMOVE IX. MANHOLE, _ 'cuN•C SCALE: 1" = 30'-0" 5. CONTRACTOR SHALL COORDINATE DEMOLITION REMOVE ET SOUND ENERGY. FIRES, m q °si 8a 4 w Sg$ KV ° e• $ / o° @q va v0 6. OF OF EXISTING UTILITIES ON SITE ARE ce pCx,ua aXvn S a," HYDRANT b % gG --s, a a m" , /f1, III PRIOR a; GwcRErz wre 3 I Rb � ro v ROUND UTILITIES 1 1 STORY CONCRETE BUILDING @ v REMOVE IX. MANHOLE : cw ' O7 APPROXIMATE. CONTRACTOR SHALL VERIFY Ca axis DRIRI+s I ! s cw E„. LOCATION OF ALL WORK. < C ps FF=82.31 ro M g3 - @ ° n'Co v@ 4 ° ' m TO COMMENCING WORK. a cAs<IXcw } ! �t j a.M # T ® m v '' tro " t : e RwQ ru=_. z s=ws wecX in Ac RA'RN°a z 7. MATERIAL CONTRACTOR SPECIFICATIONS FORFOR REMOVA TO THE L SUS .f' ro Cw IXYKIQIE flwiLL.Kf I I „ n P I z StUR.x 91aCX - T/ n's iRi t E1AlPX••G Fr+'w0.0? 4 xt - 8 eX,m•c Rea�a R BURIED TANKS , OF THE UNDERGROUND TANKS. wAu W 14 t p s•wEzr o I •• -••! ^sa. '4', cc EucnXCu.coma* sill REMOVE WATER UN @ v - efl®k1EC,R,GAT. OX XAwDnwE lll y— 4, c ° a•—,. - o EM E6ECLRSU YEIEflII k I REMOVE WATER LINE i ! tom, ! `�y, wunr b cw a, b ° `sw rtt rFx QEflAflne«r 1 AR !, •• I R £. I vq zw t xo' FxRCRFeXZ. {7 z v$ 1I � FuxE m o xI _ _ _ _ _ _ __ _ _ q F MI$XEn amR i iiiiriii��• a o F- - - - v V Si +, nsgRAwa '�" ( @e .• 2 i .k x nE• I '' . ro ' ! I MAN3Y * NG C ., " API G Gf5 MAm ® GP5 YEIER I¢ 8 1 Ia• u2 �' I ! v ° F"' Inv. MVEXT ! ° , REMOVE CB AND R .r RYHau¢PREsSIDYE'. p N {{ PIPING"° ty tMt YEASUREO WA I SEWER E wr ros, IppCAiw TO tl vREVE qq I �. q° ow. .� will x PXflXIYG sRACFs ,r„ I I _�rA j © °• p MMfffl%ME II �j M Mitt I B a f �1 qro ro ro bw I yT tR, REi:NP Box i REM UNDERGROUND -° ¢ `% g ro m REMOVE Ii g TANKS --J REMOVE THIS SECTION OF W $MX�XIF SEMF I I Q `L y AP 0 @,r s I LINE AFTER NEW WATER LINE ry'D FW 0 4 s is • ` 1 IS COMPLETE (( I SnRV RXk) CB •s iRA_YfD $ �•( hµr 1I! I S RE I O swY mw FmBsW m AND PIPING � Zsw srze 4 I Qm ` ro a.- 1I1=IJI II _IL$gIf— T , IXNP NE MnE W n_ iEtkPKKWF cwwar '"# I Iq ro'• j / ! t ',� °� * F z1 ORK �l ,YH tE[fNdwE MAXNQLE ^�-i I PHAIW AA I ro@ 1-- kI I y ! �N� Y # + ��REMOVE WATER LINE ,s ,E6EnXQXE YXm1' :A I v. _,� 1 F I 5M1 II��a R I �j V 1J +N nwFlc now ; o ° $w L-� a, ° . ` 3 i "` % i' °t. Z MAN ] 11 O Q @+4j v@ 9 40 -'- �s, • IX. L'�'IIO N IN ERVI 4 '� `i. N M,EflYNX y q RFtETE ( 1 O LU wax wanes unnxak' �•, UNTIL S • w,u Ye,eR 'A [ '\ R "@ q r "'" HYDRANTFIRE % { v LLq -71 x wA,Fn vAcx I vro W q. GAS UNf TO BE RELOCATED OUTSIDE OF __I `tv QQ UXQER Nlo -{ I "" qp 4y NEW Bit I,f7jNG FOOTPRINT. NATE °^ " s coXCRcrz sue FTI I a " ' AND PAY,FOR THIS WORK AS REQUIRED BY m c« Q,aaflExQ tuC avwxa is 61MQem a+Xa 1-ry . F , v@ °zed PUGET OUND ENERGY n t&3.0 oFssNk,m R 11 CC p, Mn z I 1 i c6 o-.uX €rex nilI ro REMOVE AIR AND .t zls 8 v I ! I wMl•.. A 0 rot % - WATER LINES a I I m I X� WATERLINE TOkIll, + o,,,•ssr AREMOVE ALL ELECTRICALms HANDHOLES l 8 bOVE WASTE OIL }9 $iaRY FONai{E�3 BUILDING IA f. I 4 0 THIS §ECTION OF WATERLINE TO REMAIN ' row ,I;iq�% e Q IX. FIRE ° AI 1 ��' IX. FIRE HYDRANT TO Q D TO R BE OCA _ , 1 l� xr ! v °SEE WA BE RELOCATED-*E Q WATMPLAN I g u REMOVE CS D PIPING `-�, / Ta' rr wwTMERF°e°` =b T� REMOVE AND '�°' _� II x 43 a . ra"Ev'..leEwF`= mcz _ / K t `, WATER PIPE .._ REMOVE GAS ETER > - e b' cam ,D S�ti D VEVE CROSSING OF fro, E Al w - _ RfI 0D E1ds)1NG PING POt,E 7 ;f�@EMOMETERTER PIPE °'a-_____ t� _... .... .,._ _ - -- -,o- " -� GRA -,. .s�. . ----sz s ..,...:, 1M• MOO AMA{ s.A'ND i g�1 1 a h 45 6 HX'N G4 F!x[E �_ _,. .._. R & I '15TH SW. w REMOVE GAS.,, V• t^ a -- wQ' qt .. • fa .'.41 :3...-mc �. _.. .,_. .._.. 4- ...,. � aAKi r — ..�~ — _,_ 1 __... pJ � , ' 4� V -- a..��$b a° c u •^ _ T "` m g ,y ~ i Fw S1PEEi US£ tMR MF SpIM MS 5 SITE�L---^" �R � �v� � L^ �~ ,� ~ ro� U � •Z T, . e .°.v • ^'„" . ""�` � .5Y' /_F' 'XnRD 10 q:Y? WBWw UnCCR RE4 I� M1'BABT! l �-- 3..—.--- '.��i w' 1 9 D-S.UR _AND-$UT7 om _-F' "'°.." ll E .,> �b'� Oro �• BREMOVE DRIVEWAY slONAL EX CAP At CURB LINE -6 - - „M„„ I - RB D GUTTER 4 EXPIRffi 12 24 98 b 1 y �% a : FILTER IN :L,.._ - k, 46 5C pANN& "CSQ �° �• Nuoc NMI F� a 1 ff ["� Y Y �''} [' ,/ S T f \ E E o- - to 4 e. t �W Nm Y , ,..._ _ . _.. $� .{E : _ ° 1 L. Y' @v✓ @ } sitv a fID'.., .. $ XIGN 46 FE,dCE .,mow.. RC wIVE 6 MG+CS f HI.L @6 ro4 ° g GR +s 4 ' DEMO.DWG Alit IT SET 4/15/97 _ 'M ' Rwcord Drawing Cwtlflcution PROJECT REF: FAC 0008-97 CITY REV. COMM. 7 7 97 '* 6EAD I3� Ti drwwimy conform to the CaNMorw construction retards. FrxmQ a'xs' CwGRErE im al rw n' a G`yXw. $�>, W MANY u,eFR wA6x " E EVA a These plans are approved for conformance with the BID SET 7/16/97 City of Auburn's Engineering Division requirements. sr: /teams( .Pill Dow: n/I ININIM. 9632 rluw/anelDon: l Approved by: ! /-wl �JUCy CunfNmw by W. DUW Date Approved* ' Z57 DI . 01 N.a. 0 "1 q$ ®152a ` CC Fd � Ce LLJ CD w S 3 Q pp / -., �";,off• ��/ / .. a � ��'hr •�.. 'a "" I —�— � d - - - a II , z n + ° x. a ., a aA r�l a — �■ I ■ �� p _ f z �- -� � _ NOTES 1. PROVIDE �35' •TALL . llPER;D, RPUNA:ALQMINVM :POLE. AND,DAVIT ARM. 12' IN LENGTH Y = \� •, TT WITH 5'9 RdDIU5 AkM. PROVIDE FOOTING PER STANDARD DETAIL TRSL-2. 010 PROVIDE 400 WATT HPS, 240 VOLT, M-C-III DISTRIBUTION,- FLAT LENS POWER DOOR TYPE. I} . FIXTURE GE CAT#(GE-MD--CL-4053-M12FMC32 OR APPROVED EQUAL). LAMP-ANSI S-55. r ° p CABLE INSIDE LIGHT STANDARD AND ARM SHALL BE THREE CONDUCTOR STRANDED COPPER No.10 AWG. INSTALLATION SHALL COMPLY WITH CITY OF AUBURN STANDARD DETAILS AND REQUIREMENTS. 0 ° .. pl — — - 2. JUNCTION BOX SHALL BE W.S.D.O.T. TYPE 1 PER CITY OF AUBURN STANDARD DETAIL G V * { TRSL-4, J-BOX LID SHALL BE CONNECTED TO GROUND CONDUCTOR. CONDUIT BETWEEN I FIXTURES SHALL BE 2" SCHEDULE 40 PVC (GALVANIZED STEEL UNDER ROADS). FEEDER ` ■ /, �� - SHALL BE THREE CONDUCTOR STRANDED COPPER No.6 AWG. WITH GROUND. 3. JUNCTION BOX SHALL BE W.S.D.O.T. TYPE 1 PER CITY OF AUBURN STANDARD DETAIL �F. ■ �,--- �. ° 0,,;"" 0 ° �\� ❑ D -Ip � TRSL-3, J-BOX LID SHALL BE CONNECTED TO GROUND CONDUCTOR. o • (� �p it 4. PROVIDE THREE CONDUCTOR STRANDED COPPER No.6 AWG WITH GROUND, IN A 1 1/2" Z I t RIDGID HOT-DIPPED GALVANIZED STEEL CONDUIT. p� �p9 ��� ` ANDARD DETAIL TRSL-4, WITH 5. SERVICE CABINET SHALL p } PHOTOELE L " 6. GALVANIZED cTEEL RISER WITH HEAD ON PSE POLE PLUS FURNISH v 0� -- SUFFICIENT 1, E TO R P OF POLE. INSTALL 10' RGS ON STAND OFF o' ^� ,,� � � �� - -�� � - BRACKETS PER PSE REQUI 3#6, 1 1/2" RGS CONDUIT TO POLE. ° — g PROVIDE SUFFlCIE UCTOR LENGTH TO 1�OF POLE. COORDINATE WITH o �7 x� ° D p - � } PSE FOR RMER AND CONNECTION REQUIREMENTS ?RIB INSTALLATION. � C� O�R P p PSE C SUSAN CAGAMPANG, 253-395-6865) ��� U 7. EXISTING OVERHEAD SERVICE FEEDER TO BE DEMOLISHED AND REINSTALLED BY PSE. f� . ■ ) _ O 8. START FIRST FIXTURE ON V+EST SIDE OF PROPERTY LINE, SET BACK PER STANDARD DETAIL z g a� ,e•V"'� ■ I - � � TRSL-4. 150 FOOT SPACING BETWEEN EACH FIXTURE. 0 y� EXISTING PSE p flgp By ( R a POLE I!i ryN R _II Lb. 11 v N — I STREET LIGHTING 14 INT �- STREET LIGHTING g = '' I CIN ( NOTE 8 ) -- STANDARD (NOTE i ) y STANDARD ( NOTE 1 ) STREET LI6HTI STREET LIGHTING STANDARD ( NOTE 1 ) o STANDARD (NOTE 3 ) ABINET STANDARD ( NOTE 1 ) _ - ------- to E - _---- - -- U-BOX ( NOTE 2 ) J-BOX (NOTE 2) @ro, __ -BOX ( NOTE 2) ----R- - - J-BOX !NOTE 2) J -- ----zu - #6 J-BOX (NOTE 2 ) 6 �0$ D JUNCTION BOX ( NOTE 3) NOTE 4 11 1 eNa -6 Conc�u.c yr .f� At �j '\ e o These S J(� q Z E Xf' ✓ Ica- C a� n e. \- -------- J 5�✓ o a cl - � � 5 A tsar I( 0.+'C- +- �'n ;s f-v�9 a,,,c a NOTE 7 1 L l 1 1 B G pe / n % �Q� \,v •'- St V•e a cnli ..T Q/� �'✓� C2.l N� �,� `v 34 �JeS 10 10 N - �1 EXISTING {) PSE POLE vury JG ,av van STREET LIGHTING PLAN 3-,6-98 SCALE: 1" = 30' - 0" I Record Drawing Certification PROJECT REF: PAC 0009-97 3//8/ S These drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Abum's Engineering Division Date: requirements. vav"• 9632 �rprsµ T1tle/position: Approved by-. PP �'Ifs" ,4 d+i tt , yd. iA Conf rmed by City. Date. Date Approved. �o^ 0n I INIII i.. l3 W 14 4 qo v;n, sa _ - 3 5 6 7 , t , t i 2 5 2Ft�►71-19 I ( i 3' l ! - 8 - - - 12' 12' - - - - 12' - 12' 55 - -- - 1 122 53 J I ), 7 ec Y. - -+ - - 12' 12' 1 �\ 12 __ 44 - 4� -- — 1' 6 4 - _ - _ 12' - 12' { 7 -- - - 43 _- 11', 12' T _- 12' 12 - -_ - 12' _. 12 - --- - - - - - `_-- J 6 2 - 5 4 3 r 1 7 w 3 0 w o 0 - w z z a r z fr a r z w J w Q z w W U ~ > Z O U U 0_ 0_ r O r ° a z o H w z Of z_ w J �' F-- Z F-- (7 J } H = N OO O � Y r n3 f to � r 0Da � L ow � w + wC) Z < Q O + LLJ L� + lri to + Fa- + J cD Q cD (n r = Z New in Oo � to + (n Cq3 MJ ,'� 3 to nz to z nr � z aFU � m x F- O_ D i d + (n 3 to r to Z O Q r] Q G.� Q C� Q Q O - 1- z I- w wza r m w n wF a � 3 am ao 4U a � - z r4 r nw nm d z r O r12� (rn W Or m Q !n W !n m cn m L Z Q (� t7 Q Of In S Q Q W � uj m W !n Q toI:c 2 0_ m / pR, 31 efYI C11►uJ�-�7l�T�or.l CONSTRUCTION NOTES GENERAL NOTES 1O INSTALL DSY (DOUBLE SOLID YELLOW) 1 . REMOVE ALL CONFLICTING PAVEMENT MARKINGS BETWEEN APPROXIMATE STA 45+90 AND STA OINSTALL DSW (DOUBLE SOLID WHITE) 57+40. O2. ALL PAVEMENT MARKINGS SHALL BE IN 3 INSTALL SBW (SINGLE BROKEN WHITE) ACCORDANCE WITH CITY OF AUBURN DESIGN O INSTALL SBY (SINGLE BROKEN YELLOW) AND SSY MANUAL STANDARD DETAILS -' TRLM-1 AND TRLM-2. (SINGLE SOLID YELLOW) WITH 8" SEPARATION Rewrd Drawing certification O INSTALL THERMOPLASTIC, OR APPROVED EQUAL, 3. PRIOR TO INSTALLING PAVEMENT MARKINGS THE Thane drawings conform to the Contractor's conalnrAll�»coris: CONTRACTOR SHALL PROVIDE PRELIMINARY LEFT TURN ARROWS) +"0nI0Y " W0Rst4(r CHANNELIZATION LAYOUT IN THE FIELD TO BE O By: A " ' � Date: T RS CE.voi�ED v..t P�A.v APPROVED BY THE CITY ENGINEER. 6 INSTALL THERMOPLASTIC, OR APPROVED EQUAL, 4. Title/position:1e.. . 7i.n1~fa 'a• 06;�� RIGHT TURN ARROW + "ONLY WetDlisl[ir TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH AS pENcrokb or ) PCAN THE MANUAL ON UNIFORM TRAFFIC CONTROL Confirmed by City Date: O7 INSTALL PAINTED WHITE EDGE STRIPE DEVICES AND THE CITY OF AUBURN REQUIREMENTS. 5. WORK HOURS ARE RESTRICTED TO BETWEEN 8: 00 AM AND 2: 00 PM AND AFTER 6: 00 PM AND BEFORE 6: 00 AM. 6RC o008 97 a� 'wAs�CO THESE PLANS ARE "APPROVED" FOR CONFORMANCE `M THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. r REGISTE ��`�� r27r l4} 50 0 50 100 Approved By. �1-ba•wr� J 5'SIONAL ENC SCQIe feet ' - + EarlaEs /a/se IZEwCoIb, D U W 1 h1 Dote Approved: /2 S DRAWN BY DATE SCALE: DAL TRANSPORTATION PLANNING AUBURN SCHOOL DISTRICT NO . 408 SHEET 1 DESIGNED BY HORIZ. G Mij 11/97 & ENGINEERING, INC. OF 1 CHECKED BY VERT. VHB JOB NO.: 2101 112TH AVE NE, SUITE 110, BELLEVUE WA 98004 ` 1% TRANSPORTATION CENTER IMPROVEMENTS NO. DATE BY CHID. APPR. REVISION APPROVED BY A0547 (206)455-5320 FAX(206)453-7180 15TH ST. SW CHANNELIZATION PLAN PFo5o l3 of l4 I of N Q q0$ R $015a2