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HomeMy WebLinkAboutR-397710AUTO ZONE ::� .....:::•............................ . > - `5� �I WATER ::;'. >>� > ,>> p » ,f c6 8 NOTES. Ate::: • > , i > �. WALL D . o SAFEWAY Z.ss- 1�SIDEWALK n -'- i :,ry:: ♦ > > WP1F 1 =0.00 0FT O REILLY AUTO ♦•DISTRI ♦ :::::::�:#:�:� ;x ; , , > > , L 2 SD (CPEP) S 5 FT/ I I 1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT TH K ED EDGE > > > > > > I \ff:i:Y: I o> > > > > > > >N � � i • ::�::�::�. , > , , , , > STD PLAN F-90.10-01, 8 THINCK SEE . % :h...♦ ,>> > i......... .SE a :::i:::y DRIVEWAY SCHEDULE 2�> >> >' 18TY P > -r y2 TYPaRS 1 .. ..::::::.: ........ ::::��;�..STA 10+82 33.0 RT f• ` ` • ` ` ` ` ' ' � ` � "��������•-•• �-���-• ���������������-�-���������� ��•��----�-���� .•..»-.•-: 2 CEMENT CONC SIDEWALK. SEE LEGEND FOR (•t .::'.[: >, ♦,.,,>>,,> ♦>,> ♦ i i, END CEMENTCONC............. ................ ....--- TYPE ::,PAVEMENT AND 410C CURBS --. � ____ MATCH EX R~•:•Jt:a wJGUTTER PER ..,.� CEMENT CONC TRAFFIC CURB AND3-- T IP F 10.12 02 TWSDOT STD LANW •P ;'. .s.....f... ::k"'.' ':l.Y:.w..eUj WW_ W •:'�;-- �x - TR AN C B PER WSDOT �`�:� 4 T CONC PEDES I UR #.r.CEMENCB 6 •f_ ,ems W W 6 D D DSTD PLAN F-10.12 02 20 �R»w%t MD1�2 22 APPROX LOCATION OF D EX 12 SD DWYam: 6 2 22 TA 9+03 29.6'LT D U5 CEMENT CONC TRAFFIC CURB PER WSDOT STD LIJ ca MD1 PROPOSED KCWD WATER LINE. GCB #10 PAN F-10.12-02 < 0 7+ :: ;�::' I-�'1�'� 0- END CEMENT CONC PAVEMENT"�'�' SEE WATER PLANSz 00 f <STA 10+62.2 31.8' RT> +"�"""' -' - :. 8+00 410C CURB AND SIDEWALKZ �.. ... �--------- - _ 5 LF 12»SD (CPEP) S=0.0200 FT/FT <RIM E=402.80> 6 CEMENT CONC CURB RAMP 0z LOCATION OF PROPOSED KCWD r:; : Y _ _ _____.,9 0 MATCH EX�' W �a::STA 8+ 5U 5-,33 2 10+00Q a WATERLINE IN THIS AREA WAS CB 11 TYPE 2 4.._-- ��� 11 0 7 CEMENT CONC CURB RAMP TYPE SINGLE � 1- _ :-p:••��r••� BIOFILTRATI _--�=-� � � -ADJUSTED DURING CONSTRUCTION AS _ �:�-:,nn:7 � � �-�� """� � '" "' ----= +W y W ..::::: G SEE A 8+86.9>, 23.3 LT ......DIRECTED BY KCWD REPRESENTATIVES r = .. G BIM EL=394 45� W � R�M,4 G <R!M EL-397.73> ) DIRECTION A PER WSDOT STD PLANrr- G< _ > E(�Z__��TO AVOID EXISTING WATER LINE. WATER �.� MD1 6 12 IE 387.00 EX (E) G<1-2"TE-�9;Z75 tN-(�ja----__________________G 4'T�"I EET F 40.16 01 sw1 STR 19 (2J m w w LINE LOCATIONS SHOWN ON THIS PLAN`" w' =v=" 'µ' V:' <12" IE=386.90 EX OUT (1Nj> 22 _ G G �-�'_f�: .:�_ •��:' :•:� � �::°�:•:. r:• .:�_: <12" IE-392.73 OUT N >.12 IE 389.551N N 8 P R OR STD PLAN ���:�°�:CHAIN LINK FENCE TYPE 6 E CARE APPROXIMATE. SEE UTILITY h:. :::.0 {�.y L002 ON SHEET PP1B FOR :x�:'-'--:.. :;�:��'•��:;';�=�:w::: 7x:.1- : � st•:: te::::TIONAL CONSTRUCTI N R OR J:ADDI 0 EC DS -•S ''=:fit•::::•::::::•'••:� �:: HT » C AIN INK FENCE TYPE USPS 8 FT_40e 8:, +» 9 H L W'.. s.=i:{.•fib.♦♦................ ....:....... w:EX 12 SDD D :... .'::.Q`F `­18 1_1 11+ %fd..'.'J.': "CIF.. '•.t'.�: .°et'; ::�•-•..Y::::37' ..6:.°:' ,. W .'^�:. .° SAG..•.....: •«i:;::.! :tY:'�::f.� �:• A PER COR ::JCHAIN LINK G TE.:,7fDOUBLE COATEDwa:::: rrr� ��♦ aSTANDARD PLAN L003 WITH MODIFICATIONS PER .� �-.7i AYrl..f;: : ;:• •:: ____ SPECIAL PROVISIONS WIDTH OF OPENING AS _ r- t. 'c 1G- �� " . �`.• 2 TO NEAREST J T ' ' "'� NOTED ON PLAN %• `8 LF 12»SD (CPEP) ♦-' ♦' S=0.0200 FT/TEX CB TYPE 2 5 ♦ ♦ ♦ ♦ ♦ ♦ 12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8 %♦�STA 7+72.20, 43.5' RT _ •`.. •♦• .•.•...... ♦.♦�♦+♦.♦� ♦,♦�♦♦• �• �`♦•♦`+••.♦..♦ ♦ • FT HT 6 `` •. -. `.O ..RIM EL=393.39.. ..♦..♦...•♦..♦....♦.. •.•.•. ..•.♦..♦�..♦• 2 TO NEAREST BEG 22 » 0 2 TO NEAREST JOINT ♦•���` ♦ ► JOINT EX 8 IE=f388.8 IN (N) u cHAf L' 13 RELOCATE EX AUTOMATIC GATE OPERATOR AND W ` EX 12» IE=f385.5 IN (E) �_� �____� _ _ _ _ _ - - -- -- --- -- e e CONTROL SYSTEM TO NEW 20 ROLLING GATE, Z EX15" IE=t384.8 OUT (W US POST OFFICE ,o 5SEE SPECIAL PROVISIIONS VACANT MATCH LINE STA 104+50 SEE SHEET PP3 EX CBPLAN STA 10+62.15, 39.8' RT 14 SINGLE 6 FT CHAIN LINK GATE PER COR STD SPECIAL GUTTER SECTION SCALE IN FEET N <12" IE=1398.72 NO N a PLAN L003 SEE SECTION (� 15 SINGLE 4 FT CHAIN LINK GATE THROUGH EX Q 0 20 40 EX 12» IE=399.Of IN (E) oEX 12" IE=398.8f OUT (W)FENCE ROADWAY SECTION LIMITS ROADWAY SECTION LIMITS ROADWAY SECTION LIMITSSEE SECTION SEE SECTION E SEE SECTION G 16 SERVICE CONNECTION, DIA AS NOTED ON PLAN ADJUST CATCH BASIN 1•...... t.. :... ..... :.. >....••...i... 4 0 ......... ....... ......... +I... t.........i::::::::: ,......•.. ......... ......... .. ....I ......... ......--- ......... ..----...I....•.... .........;........ i.........; ::`.ADJUST MANHOLE • .. POTHOLE: TO VERIFY: DEPTH :OF EX I=0 ......... :..----------------:::::::::}::............::::t:::::::::::::::::::::::::::�:::......::::::::::.........:::::i::::::::::::::::::}:...... �. ...-- .------...-------•{{ ......... , ......... .... i - ....... DOCT AT- STRUM ' DRAIN ROBBING.. ........ .f..-•.... ....... . ...• :::::::::t::::::::: ::::::PRO OSED:GPOIND:AT. .........:........... ........ ......... ......... 19 ADJUST VALVE BOX ......... ......... ....'-••.--•---... ....::.:: ::::::::: ........ ......... ....... HAND--DIG:TR NCH -AND- HALLOW- :........ ........ ......... .. :..... ............. .........�......... ......... ......... ......... ..-�:::::1:::::.... ......RIGH •FLOWLINEe(IYP):::�. � -• »-....... ..:::::::::::::..... . ... :::::::::::: :::::.... ........PI`RE-GRADE- ND -USE-1 DI•PIPE IF.::::::: ::::::::: :::::::::....__�_ _ . _ _ _ _ _ ._ �� _._�� _ __ __�_.__ _ . _-___�._._�____�. .__�__ ._� _ _�� �_�° _._ _ _ _ __ �T _� �_ ABANDON CATCH BASIN AND PLUG EX. PIPE 1 ......... .... ............ • .._ .. �_ .. _.. _ ... _�.__ ... .. �....._. . �. __ . _ _ ...... CB 8 -TYPE 1 pN CE�SARY CLEAR O......... ........ ...•••••.-•---•.. ......... ......... ........ 20 .... I........ ......... ......... ......... ......... �......... ........ ...... .}.........I......... ......... ......... ......... ..STA:8+$1*'32♦:1':LTi:........ .......... ... .........�......... .........1......... ::r.......21 RESET EXISTING HYDRANT ................ ......... ......... ......... .................. ......... ......... ......... ......<R1� EL=397.00>t......... .................•• ••••--...r........ ......... _ _. ...... .-----...O......... 1......... - --------- ------- i i- .-....:t} ..........I.........-.�........ }...... .......1.........�......... _ ::::::: ::::::::: ::<12"1E=3 2.001N(1111)�i::::::::: ::::::::: :::::::::�......... ......::: :_.y _ :::: :::::::i:::::.:::r::::::::: .........'< > _ �. .. ......... ......... ...... ..rCEMENT CONC TYPE 410C CURB, SEE400'.................. .R - 400_ .........A -,r .. a - -. - E IS I GROUND A ......... C 6 TYPE 4$ IN DII.........}...... ....... ........ `._ _. ........ ........o:.....-•--......... X.TN., GROU :AT......... �...... i......... ........1_..-- :. .................. .. ....... ....... .........TEMPORARY FENCE ::::::::: :::CENTER LINE: TYP : ::::::::: ::::::::<. TA 6*93.432 0- LT> ::::: ::::::.. :::....: - .....::: ......... .... ::: ......::: ::::::::: :........ ::::::$ ( ) ......... r.. ........ .. _ > .. 23}z......... ........ ......... ...... ........ ........ `......... ...... -- .........}....... ............... t..................:......... <RfIIAEL=391:.q ......... .........` »: i 1......... - ........;.........f......... .... I............... .I........ P OS ..... "IE=386.701 NE >..... .........I.........�....•---. ........ .........1. - _ -. ....... ......... ......... ....•••.. .........,......... ......... ......... :FQ.DUG......... ROP...E :GROUi�D T . ......... ........ ... [ ( )..... _ ......T.. ......... .................... ....................... ........p......... ...... . ....... ... . ........ ..... ......... ......... ........ ......... ........:......... > LEFT ELO LIME TYP �+ ( )•:.. .._,�._�___��_ _ ___.���_._ �T.�._�_.�LEGEND. ..<2...IE=386.45 UT >... . ...... t ...... ...... ....... ......... ......... ......... .......CB 10 TYPE ...... .........:... �...(�n...........,.... }......... i...------ ......................... ......... -�:--...... y- ....... .} ---- . ........ �.........I......... .........1---- - =- - 1 ::::::::::::::::::::::::::'----::::: ::::::: <STA-1042.2,.31•.8"RT :::::.. ..aa..}} } }I ......... :......::>.:::::::: - ......... :: :: ::.. :. :::::::...... - - 1:::.::::.... .'----------------- ---------i......... CEMENT CONC t:::::::::�:::::::::I........: ......... >--- EX12 D <R EL02.80>.........:_-_ _-------.............. ............. ........ ::-.. 't ... i : p:0293F :--..... •� SIDEWALK . . . . . . . . . . . . . . . . . �,,....... .... I .... ......... <12• IE=400t80•± OUT >.... t ......... .........::::::'::::::: ::.. ::::::::: :. a1881FAT' (P��..:::::::.......................... ::::::'::::::::: :::::----+......... ......... ....... f �..._.�._ wm .. ..... ._ ........ ... ........ ::::::: ' :::::... `IELD- VERIF ......... # .........390 - -_ 390......... ......... ......... ....... ... ......... ....... - - - ...... . ......... } ........ ...... ...... .... ......... ......... ......... ......... ........} t r 1 I i } .... ----- ....... .. ......... .... 1......... tt..... .....} i I PAVEMENT SIDEWALK 1......... >......... :.........I.........I......... -----------------------' .... ........-•-------t...-----;::_..::.:.:.;_:�::��:_.:.::::.,:.:::::. /i ;......... 1.........I......... ... ...•-•............ ..................CPP :S...0- oo: F; ......... :::...... ......... ......... .................. ...................�--'--..}t........ ... .... ......... .........}1 _AV M NT ......... .................. ........ .... ......... .................. ...................................................... ......... ......... ......... ...--•-----.......--•-•--- •--...... ..---- ......... ......... ........MA CL PG 64 22 P E EI ..... 11 ~0: r. i . . 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OTO O © 0 0 Ot0.0. .Otp.O. .o O �, M �. �. �! �r M � �+ d , . d d- �r $ �f . d-; . �, ........... PLANTING PLANS �. (�. .I 7. �. M. .M �. M .M } �. M. .I 7 1 �. M. �. �"�. 1 nv* . . . M . �.M . �.M . �.M . �. M M. �. ��. M �. �. �. �. �. �. - �. M. �. t �. M. �. �. �. �. �. �. �. t �. �. �. �. �. �. �. ....... ......... 1....... :...:: :.t : t........ ....... ....�.. i.........t......... ...... f... }.........}.........T........ .. ...... ......... ......... { } <XXXX> AS -BUILT INFO PROVIDED BY CONTRACTOR'S I 6+00 7+00 PROPOSED GROUND AT 8+00 PROPOSED GROUND AT 9+00 10+00 11+00 SURVEYOR, SEE AS -BUILT SURVEY NOTES. LEFT PIOWLINE (TYP) EXISTING GROUND Al EXISTING GROUND AT LEFT FLOWLINE (TYP) AS-EUIL I SURVEY NOTES: CENTER LINE (TYP) PROPOSED GROUND CENTER LINE (TYP) PROPOSED GROUND AT AT CENTER LINE (TYP) AS -BUILDS BY WHITE SHIELD, INC. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, PROPOSED GROUND RIGHT FLOWLINE (TYP) 23412 68TH AVE SOUTH OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON AgI-, E S 'SC CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 rg i TIB # 8-1-102(033)-1 AT CENTER LINE (TYP) KENT, WA 98032 • THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE PROFILE 253-867-6070 OFFICE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HORIZ: 1 »=20' 253-867-6075 FAX HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISIONS) TO VERIFY THAT THE CHANGES VERT: 1 »=5' CHARLES E. PORTER, PLS 30937 AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE LAST DATE IN FIELD MAY 24, 2013 ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED 3 IRECORD DRAWINGS 2 DELETED CB 7 & ADDED VALLEY CURB 1019 39TH AVENUE SE, SUITE 100 1 ADJUSTED FLOW LINE ELEVATIONS PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com NO. REVISION ALL DRIVEWAY SCHEDULE X STA OFFSET TYPE WIDTH 5 6+87.2 LT 3 (MOD) 30' 6 10+25.8 RT SEE DET 10 ON MD 3 SURVEYED: SCALE: c u VERTICAL, "A"° t988 CITY NE 3rd / 4th CORRIDOR IMPROVEMENTS DESIGNED:C. SCHOTT AS SHOWN HORIZONTAL- NAD 983/1991 }= C1 1 1 OF ECS 1 3 14 11 i PHASE 1 INTERSECTION IMPROVEMENTS ECS 12 31 °`�W" _ -NT®N J. BETZVOG ONE INCH DATUM Planning/Buildin /Public Works Dept. ECS 11 20 CHECKED: AT FULL SCALE Approved For Construction PLAN AND PROFILE IF NOT ONE INCH BY DATE APPR I APPROVED: SCALE ACCORDINGLY Robert M. Hanson P.E. Date NE 4TH ST - STA 6+50 TO STA 11+00 DATE: 12/31/12 FIELDBOOK: PAGE: DRAWING NO: PP2 SHEET, OF, 10 43 mmmummm'40 0