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Home My WebLink AboutzT-3927SetN I 0 I W SW l 4 SECTION 9 TOWNSHIP 23 N RANGE 5 E W. M. THEPIN- GEO ES TECH RECOMMENDA TIONS.• THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY. I _ EARTH SOL U TIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY PERFORMED, SPREAD FOOTING FOUNDATIONS BEARING UPON COMPETENT NATIVE SOIL, RECOMPACTED - NATIVE SOIL, OR NEW STRUCTURAL FILL. IN GENERAL, .COMPETENT NA TIDESOIL SUITABLE FOR z SUPPORT OF FOUNDATIONS WILL LIKELY BE ENCOUNTERED WITHIN THE UPPER ONE TO THREE AND ONE—HALF FEET OF EXISTING WHERE LOOSE OR UNSUITABLE SOIL CONDITIONS ARE EXPOSED AT FOUNDATION SUBGRADE ELEVATIONS, COMPACTION OF SOILS TO THE SPECIFICATIONS OF In STRUCTURAL FILL, OR OVEREXCAVATION AND REPLACEMENT WITH A SUITABLE STRUCTURAL FILL I; MATERIAL, WILL BE NECESSARY BLO ., .,. _ 114—SITU SOILS SEE SHEET C8 FOR �s THE MOISTURE SENSITIVITY OF THE ON—SITE SOILS /S CHARACTERIZED AS MODERATE TO HIGH. CO Sl EW 2K TRANSITION DETAILS D :?,,,. Q) - SUCCESSFUL USE OF NATIVE SOILS AS STRUCTURAL FILL WILL LARGELY BE DICTATED BY IN—S/TU L:_ :..;, .'E ., MOISTURE CONTENTS AT THE TIME OF PLACEMENT AND COMPACTION. � i r SHARED DRIVEWAY AT IS IGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT AT THE ,,.� _,,. , ,. ; ----- ✓-- IN GENERAL, SOIL THA AT (OR SL ) r':... cn ��, TIME OF PLACEMENT AND COMPACTION MAY BEUSEDAS STRUCTURAL FILL CONVERSELY, SOIL. , _ THAT IS FOUND TO BE DRY AT THE TIME OF INSTALLATION WILL LIKELY REQUIRE MOISTURE „1,� ,...,. i ,: .. , : ,, H T PRIOR TO SOIL ,LLJ �L � �_,,�� .��,�,o, ., .,, -r � , ,� . "�^---�-- , . ° .�,�_, � --. _ .. � CONDITIONING (TYPICALLY ACHIEVED THROUGH THE APPLICATION OF WATER) .r ... T - :, X Y OVER THE M. w , _„ _. COMPACTION. SOIL ENCOUNTERED DURING SITE E CAVATIONS THAT IS EXCESSIVEL I._ OPTIMUM MOISTURE CONTENT WILL LIKEWISE REQUIRE MOISTURE CONDITIONING TYPICALLY ACHIEVED THROUGH SOIL AERATION) PRIOR TO PLACEMENT AND COMPACTION. IT SHOULD BE EMPHASIZED NAVE MATERIAL SHOULD NEVER BE PLACED AND COMPACTED DRY OF THE OPTIMUM (' F tA TI W f5I MOISTURE CONTENT, ESPECIALLY IN SITE UTILITY TRENCH APPLICATIONS IF THE ON—SITE SOILS ,VEE RshJT ON SIDEWALK • w t, 4 !;; ANNOT BE SUCCESSFULLY COMPACTED, THE USE OF AN IMPORTED SOIL MAY BE NECESSARY. 8 ,,: - s <•. ; IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL .SHOULD CONSIST OFA WELL—GRADED PLANTER G I 1,1 cc z09 �C;GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR SLIGHTLY ABOVE THE OPTIMUM LEVEL. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: AS -BUILT BY: DATE: U) NO AS—BUIL T INFORMA 77ON ON THIS SHEET. BY: DATE: W — "I CER77FY 714AT 714E INFORMATION SHOWN HEREON WHICH WAS Z DRS PROJECT NO. 16007 EG J92. OJ EG 39213 FG 391.66 `O 2:0 FG 391.67 EG 392.19 EG 392.09 10-7-00 FG 392: FG 391.64 EG 391.59 SW 114 SECTION 9, TOWNSHIP 23 N.. RANGE 5 E.9 W.M. THE Pt EL. 391.23 CR -1 ...:.................L ...................................�.. ........... STA. ••27+-75.05 L I " NOTES - .. �. ,, - ":v � .:. � - A � � .CURB RAMP WIDTH 4 - 0" MIN. LANDING TO MATCH - A _ - CURB RAMP WIDTH E CONTRACT PLANS CURB RAMP WIDTH 4 0 MIN _ 5 y1 TREE RETENTION r STA. 29+22.70, 35.70 L 1 At marked crosswalks, the connection between the curb ramp and the road LANDING E MATCH CURB RAMP Q:'y1 :'*� F EL: 392, 62 I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. LANDING --.\ :� I f11 - I GRADE BREAKcuRB RAMP , LANDING I 2. Where "GRADE BREAK" is called out, the entire length of the grade break - 1 GRADE BREAK between the two adjacent surface planes shall be flush. GRACE BREAK SEE CONTRACT PLANS ^ - CEMENT CONCRETE SEE CONTRACT PLANS -• \ /. - N . 0" MIN. \ 3. DD not 4,. .. V�'`r• Q•.- :11� j 1 <-�\ _ _ _SIDEWALK-SEENOTE6 place Gratings, Junction Boxes, ACCa3S COVef6; or other appur6Bn-' 4'- o" MIN. \ / ances on any part of the Curb Ramp or Landing, or In front of the Curb • • •J: �): • 't , PROVIDE SMOOTH TRANSITION - I Ram where It connects to the roadway, 29+22.70 30.70 L 6' TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH z -�_ P v •` V.�Q, ° - - SIDEWALK- SEE NOTE 6 - I ` (TYP.) - - SEE CONTRACT PLANS ^ ( -'MIN. BEE coNTRacr 4. See Contract Plans for the curb design specified. See Standard Plain - ; - .. EL. 392.54, { RA P..:5 3 3 : 4' • 0" MIN.. PLANS ^ 4' - 0,: MIN. �. .1.59 \ * -... * F•10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and EXPANSION - ^ Pedestrian Curb details. FLARE iTYP.J -, - :.' 3!S SON BUFFERWIDTH MATCH .. JOINT{TYP.)-SEE : -TO CURB RAMP DEPTH. lfl:� 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See `• ala" EXPANSION I CURB RAMP STANDARD PLAN F-30. 10 � I JOINT -SEE ; m (TMP } Contract Plans for width and placement of sidewalk. O ..-'' - STANDARD PLAN F-30.10 I GRADE i -.`' u. I - �-i�r . ..• ., - ...,.. , , _ ...� 6. The Bid Item Cement Concrete C O - l TRANSITION T IDEWALK B FFE IF '�• � urb Ramp Type _ does not Include the '. 1'.,,".'_ �c '` ,,.. ,.�,.., , :. BREAK 0 $ U R I Y w - - - - ! , �a /- GRADE BREAK �. - PRESENT, OR TO BACK OF CURB (rYP.) - - ,, adjacent Curb, Curb and Guitar, Depressed Curb and Gutter, Pedestrian FG 33 b I ..6. i..... - ....- ..BEE CONTRACT PLANS :.. .. ' Curb o Sidewalks. ; .-. ,. - �..✓ .. . : ., � ......... ..... ... -.� r. :.. ..1 � �^--_ :::::: •: :+iii::. -��. • - a STA�9-r128.7� 5.7 L •-....: -._ ..... ,,--. "• 7. The Curb Ram length is not required to exceed 15 feet unless shown � I ( �� .., CURB OR CURB ...... ..... P 9 q F 391 8 `� ........... J 1 EL. 92rJ ( - CURB, ort cuRe otherwise in the Contract Plans). When applying the 15 -foot max. length, �� CEMENT CONCRETE - AND GUTTER "-• AND GU77FJi - PEDESTRIAN CURB ^ the ftlMin slope Of he Cu ° FG 391.26 0 Ga €i / SEE NOTE 4 q J 9 P t Curb Ramp Is allowed to exceed 8.3 h. Use a �' i;F - ) \ DETECTABLE WARNING SURFACE -- SEE NOTE 4 I SEE NOTE 4 h / I B I single constant slope from bottom of ramp to top of ramp to match into - _ - ,«; ;t _ s SEE STANDARD \ \_ DETECTABLE WARNING SURFACE •- tt1@ landing over a horizontal distance of 15 feet. Do not include the g / ...... ...... ....... g . t? € €: I ,..,; - .✓''• - FACE OF CURB ._ \ - J i SEE STANDARD PLAN F -SUR , FACE OF CURB _ abutting landing In the 15 -foot max. measurement. FG 331.20 _ : � � �.� �,,.w-�.�..STA. 29+28.70, 30.70 L � � I ,_ � �-- °°° - -_ MEASURED PARALLEL DEPRESSED CURB AND GUTTER r - _ `DEPRESSED CURB AND GUTTER - S. Curb Ramps and Landings Shall receive a broom F101btl. See Standard a oo °o°o°o° S P - EL. 392.50 _ \ _ SEE NOTE 4 °o°° ,° - ... _ TO CURB (TYP) .. CROSSWALK . - CROSSWALK - Specifications B-14. - 00 MA TCH EX. SURFACE LOW POINT �._...� g. ! . - -•� Pedestrian Curb may be omitted if the ground surface at the back of the -- - --- '- Curb Ram and/or Landing will be at the same elevation as the Curb FG 390.65 o :FG 390.51 € o P g I ! 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F•30.to I - - Ramp Or Landing and there will not be material t0 retain. : O FOR CURB RAMP LENGTHS GREATER THAN S'- W PROVIDE FC`{ 390.59 i UJ PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW I - y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) I _ SEE STANDARD PLAN F-46.10 1 SLOPE IN EITHER DIRECTION. - , LOW POINT - - GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR p 4' - 0" MIN. 15' - W MAX. TYP.) - * DES GWFORMWORK (2% MAX.) e< SEE CONTRACT PLANS - BEE NOTE 7 - :COUNTER SLOPE - 7.5% OR FLATTER RECOMMENDED FOR - �: FG 390.81 (STA.10+50.96) SLOPE TREATMENT ^ ROADASOUTHERN SIDEWALK TRANSITION DETAILS 6.D%rax. - FG 390.79 - :. SEE PLAN F-30.10 DESIGN/FORMWORK * GRADE BREAK _ \ / DESIOWFORMWORK (8.3%MAX) FG 390.86 - ; - - _ tI� 9F' �- �. ` TOP OF ROADWAY * * ,* 9.5% OR FLATTER RECOMMENDED FOR .• . ' - DESIGWFORMWORK (10% MAX.) ' LANDING CURB RAMP ¢ - qF, �� •)h. K/'� _. �. t * 2 • SED RB AN DEPRESS CU D GUTTER - em+ FG 390.65 O ' - - '� - _ 1 SEE STANDARD PLAN F-10.12 d O N f: LOW POINT O rn secrloN AO A Q N i lO FG 390.59 CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE : �o� p8 zaseo , , OU ;(�. I : CEMENT CONCRETE - - PERPENDICULAR "A" PAY LIMIT -SEE NOTE 8 \ - PERPENDICULAR "S" PAY OMIT -SEE NOTE B ]l�\ �� C?J, O) STS �'ti� O PEDESTRIAN CURB - S SEE NOTE 4 ZONAL : 4 : jj , - - . \ DETECTABLE WARNING SURFACE ^ \ .: s Zclkr. SwU SEE STANDARD PLAN F-16.10 Jou 24 2016 7:20 ANI FG 390.71 o PERPENDICULAR :CURB RAMP �\`•` ' _ - 3" R. TYP. , -DEPRESSED CURB AND GUTTER - ./ - .. Q FG 391.27 + r i / / STANDARD PLAN F-40.1508 1a �� SHEET f OF 1 SHEET F . CEMENT CONCRETE CURBPUBLICATION - . - AND GUTTER - SEE NOTE 4 : - APPROVED FOR ,g STA. 27+ 15.5 :35.70 L FG 391.35. \ / La2$r.6 R PN . . I EI 391.62 *� ISOMETRIC VIEW ISOMETRIC VIEW arAreoesl°sEuas=_ea MATCH E. SURFACE CURB DETAIL B W..IL,�.,:ror.a,.,...rorr..Fo~a1.. p i O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT FG 391 3 STA. 27+ 15.55,. 70' L / 391.5... .• ! MATCH EX. ; RFAG 4. F'& 391 1 ' ..._ _,.m , v-..,� �._._. .., NOTES II 6 TRANSITION >••. Q �. v F • � i �o � SUFFER This � ' � RAMP L MATCH SIDEWALK �^ y 1. plan Is to be used where pedestrian crossing In one direction Is not I I 1.59 �f' -•.. 3 .. - , € .r6 : - - WIDTH - 4' 0" MIN. - �- I STRIP permitted q I'. MATCH SIDEWALK : : : BEE CONTRACT PLANS. - Y • Q 2. At marked crosswalks the connection between the Landing and the 2.�''• % : - U - i-; : WIDTH-4'D"MIN. --.. 9 - < _ B „- - . - PEDESTRIAN CURB - roadway must be contained s. C;� .SEE CONTRACT PLANS y ned within the width of the crosswalk marking - - .. SEE NOTE 10 CURB RAMP 2 w 3. Where "GRADE BREAK" is called out, the entire length of the rade break CQ - jj .. 9a1 0N) EXPANSION _ m 9 9 FG 392: - .. - - - - - - . ? : , - ::: PEDESTRIAN CURB ^ MATCH SIDEWALK WIDTH ^• 4 0" MIN. .. - - - I - JOINT- SEE STANDARD BEE NOTE 10 - between the two adjacent surface planes shall be flush. • 8 PLAN F-30.10 SEE CONTRACT PLANS LANDING - �' - , : 1 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- i STA. 27+21.55 30.70 :L LANDING \\ ., i • • SIDEWALK- / 318" (IN) EXPANSION JOINT -SEE PEDESTRIAN CURB - ances on any part Of the Curb Ramp or Landing or In the Depressed EL. 391.6 SEE NOTE a - STANDARD PLAN F-30.10 \ SEE NOTE 10 - - EL. 397.6.0 s^ R. Curb and Gutter where the Landing connects to the roadway, M D 9 v o° STA. 28+ 04 STOR . RAINAGE tT,rPa - ....... o - 1 - - _ - - ' . �' -5. See Contract Plans for the curb design specified. See Standard Plan -. - i'7 ..... - II 0 MIN. 9 P 7.29' 1.59 - - STA. 27+27.=55 35.70 L � A _.. F 10.12 for curb curb and Gutter Depressed Curb Gutter and 0000 _ CR 2 I I . - •t::,l,, z .A z p Pedestrian .... I - s^ R. - -... : Curb details. t EL. 391. 8 * * ^Lp jJf 5 •0^ MIN. 3 R. B. See Standard Plan - I n F 30.10 for Cement Concrete Sidewalk Details. See ----- s� , o x ------------ ------- - ----- I I SIDEWALK^ ' •� � � � Contract Plans for width and placement of sidewalk. -'(I SEE NOTES ., / 1- 7. The Bid Item Cement Concrete Curb Ram Type does not Include the x.30 I I ( ^ \ DErE TABLE WARNING URFA E R P YP - I I - : - /l' / L C S C BUFFE - DETECTABLE WARNING SURFACE BUFFER STRIP SEE C \ adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian F(� 392, 3 _ _ CONTRACT PLANS - C SEE STANDARD PLAN F-46.10 STRIP �j! / SEE STANDARD PLAN F-46.10 Curb, Of Sidewalks. II , CURB AND GUTTER ^ �- CURB AND GUTTER - I I s SEE NOTE 6 SEE NOTE 5 8. The Curb Ramp length is not required to exceed 15 feet (unless shown I ( - PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise In the Contract Plans). When applying the 15 -foot max. length CLOSURE SIGN CURB RAMP ' CLOSURE SIGN ' - FACE OF CURB RAMP � (measured from back Of Sidewalk) the running Si0p8 Of the CUfb tamp 18 I NORTHERN SIDEWALK TRANSITION DETAILS FACE OF CURB allowed to sof rad 8.3%. mUseatch i single constant slope from bottom of I I � CURB PLAN VIEW PLAN VIEW ramp to Top of ramp to match into the sidewalk over a horizontal I I o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet. I I 9. Curb Ramps and Lendings shall receive a broom finish. See Standard II g Specifications 8.14. ' II LL I I 10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb ' 15 - 0" MAX - SEE STANDARD PLAN F416.10 15 • 0" MAX (TYP I 15 - O" MAX (TYP I Ramp or Landing and there will not be material to retain (TMP') GRADE BREAK - - SEE NOTE S SEE NOTES . I SEE NOTE 3 , ' / GRADE BREAK GRADE LEGEND GRADE BREAK - : - GRADE BREAK GRADE BREAK / COUNTER SLOPE - r BREAK �. ` - B0%MAX SIDEWALK- - SIDEWALK SLOPE IN EITHER DIRECTION SEE SIDEWALK- \ _ _ {` SEE NOTE S 1. \ - / SEE NOTES NOTE 8 1L' * - : / 70P OF 1.6 OR FLATTER RECOMMENDED FOR L_,/- ROADWAY ----+_ * -. -..�� DESIGN/FORMWORK (2%MM) CR- 4 SEE STANDARD PLAN F•10.12 * * DESI OR FLATTER RECOMMENDED FOR T ...EL.., 397.90 p l ®� 2 O ,.. ............................. ............... - CURB RAMP o: t. SEE NOTE RMVYORK (83%MAXJ � DEPRESSED CURS AND GUTTER - LANDING \ CURB RAMP -SEE NOTE 7 LANDING CURB RAMP STA, 13+85.33 ............. ...., secrlow B D1 aAsy� tl�� 0 �• STA. 14-1-05.33. '-" . . Gam`. - FG 397.80 - SECTION A 1 CONTRACTION JOINT P. - SEE STANDARD PLAN F-30.10 ALONG INSIDE RADIUS AT BACK OF WALKWAY)z+ 39J I q c Q . O FOR CURB RAMP LENGTHS GREATER THAN S' • 0 PROVIDE ( "-•!S! - FG 3 398... 67.2. _ CONTRACTION JOINT EQUALLYSPACEDf- WMIN.00. 6 ..> "CEMENT CONCRETE CURB RAMP - :: 2&cao Tn > .. ... FG 397.77 ..t . - '.: •" . S V.' y° \ - - - - _ TYPE SINGLE DIRECTION A" PAY LIMIT - CEMENT CONCRETE CURB RAMP �. x'07 yTp,9• 1'C v:LO N -.C- li .ls - .. .. 1 ;� TYPE SINGLE DIRECTION B PAY LIMIT 'ry G X W .' '..- .. �. :^ : - SEE I CN:� - .-. 9.. X SEE NOTE ? rj. N o v FG 398.29 h �. w ,Co .. ' V. V DErEGTA9LE WARNING _. .cp o FG 397 92 .. �. - ,� L°n2 2016 0):00 X .. •I- - .. ., 1 (IN) RADIUS ..`.. .... ' :- URFACE -SEE ... � �. CORNER ...... i.... /:: .. <,. Jun 2420167:21 A.r 1.69 �. D� o0. \Y STANDARD PLAN F 45.10 C 1.99 '+�. .. - J � - ........... - °, \'\.•, PEDESTRIAN CURB y / SINGLE DIRECTION �.. $ ° ° o ° - •- - �::: °°° "°°"°° DEPRESSED CURB AND s' „ v: Q �'� � ».\\\ � CURB. RAMP: ° ° $� - .�:. o °coo : . •� ^--.,....-- ->;:'-y � GUTTER SEE NOTE 5 FG 397.71 ° 1.59 729 c7 _ w, ° FG 398.76 °,, W:�,. SB•ANo�E ° 5 7.59 °,°,° :. � : -� STANDARD PLAN F-40.16-03 . p°o ........ o 2. 19 6 . , oaSOo .-' - -� '. RADIUS MAY -- .. ...............:.. ......... o°o°o -y^: VAR SHEET 1 OF 1 SHEET - ,;: Y / _ 'APPROVED FOR PUBLICATION FG 397 61 V &4� teares. rl4 2.:220162:NPM FG 398.19 ISOMETRICIEW ISOMETRIC VIEW FG 397 85 TYPE SINGLE DIRECTIO �• erwteoalaxai°IHEat- , - N A O TYPE SINGLE DIRECTION B waM.�.. ebb o.r,.n:..motr�.n.F�r°non PAY LIMIT DETAIL C PAY LIMIT FG 398.22 FG 397.73 FG 398.87 T 39 z7 - o2 FG 397."70 I R-3927-08 ROADA 14+00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS ADA RAMP DETAILS LEGEND BY: DATE: PER WSDOT STANDARD PLAN F-40.15-03& F-40.16-03, THIS SHEET Q CURB RETURN, SEE SHEET C3 FOR DETAILS NC)F�TH (ELEVATIONS ALONG FLOWL/NE) BY: DATE: :. GRAPHIC SCALE OX ADA RAMP, SEE THIS SHEET FOR DETAILS 0 5 10 20 ,. A q -R 11/1 T �� BY: ., DATE: rn �I r, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DRS PROJECT- NO. 16007 v _ IA- NOTES T. The Detectable Warning Surface (DVM) shall extend the full width of the �:..,..5 h o - curb ramp (exclusive of flar ) or the lending, DETECTABLE WARNINCr I( j CURB RAMP, LANDING, CIFT- � SURFACE I j - 2. The MRrotablo Warning SUrtaos shall placed at the back of Cw , arid I ' ' THROUGH OR WALKiSJAAY " �' - SEE NOTE 3 � p W t ...., need not follow the radius. ...fT"y. _., ,... E �,r "� MIN - -_, �" r 3. The rows of truncated domes shad be aligned to to perpendicular to the 1 MAX.7 T sK 4D' 1 i grade break at the back of curt). A E € B i,. .., a ,...,:..€ 8 e&.fiS" — SACK 6F rURa I 'Eli EF 1Jt TE 2 ' 4, The anus of t unca ted domes shall be aligned to be parallel. � the I .t G Q.+ V 0.90" - ."..,,, .rf . t7F ALL - .. .__.... `TRUNCRTEa aOME ""'' API�ATIONB darer iGrt of travel, r, If curb end rglutiur are not p• ent such a shared -use part, Connection, .i SECTION A a a.a o t ..�'� IF€e pete��at,� TNBFi�r� �Ttr% shall ba placed at the. pawY7enert'. edge, I acs �` € .•��' � ' '�.._... SER STANDARD SPECIFICATIONS FOR - S Sec Standard Plans for sidewalk and curb ramp details. COLOR OF SURFACE MATCH aAL�TfI� etAMp 7. if a euTb ramp r3 required, ilge tocatimn of She Delectable 1crBin SwrTace CURB AND GUTTER .__. ;.._.......�..�.. p . � g -. TRUNCATED DOME SPACING i LAMING, DLrr9T}LRt iH OR - must be at the bottom of the ramp arm. within the required distance from TR:U ATED DOME DETAILS SEE MCaTE3 Va � wtnLtcWAY the rBis, DETECTABLE WARNING SURFACE DETAIL 8. Vvhen the grade break betwe4an tl cirri) ramp and the landir� is Lass than GeFFSFT LANDING--� - or equal to d ft. from the bask of curb at all points, place the Detectable' CURB RAMP \i SEE NOTE A. Warning Sustace on the bottom of the curb ramp _.y LANT33Mr3WD1H OFj NdALiiW°,VsY -},, rK � .4Ai HOWAY Md LKi tOIY tKYrAY j �ft1 P 3 OF CUT TiWif}U?3M 1PADfN OF GUT TIA OUCH LLJI ' ( a.- °` - «� ...n 0TAB LEt+MI41NO - r^ �Y"' t SURFACE I SEE NOTE 4 CURR RAMP BACK OF CURB `�.` 'q ��., ; . �� . W MSN. 4 SINGLE DIRECTION CURB RAMP � FLARE ,•• RARE FORAGE BREAK BETWEEN CURB AND Mill •• 1 iklM:. LANDING 4 5 FT, FROM BACK OF CURB) « �- �''^-w„, ✓r : , y.�„�,m,,,,,y,i. c^'�i' ce,_ x,<,...,<! (see NOTE $t .... LEV DETECTABLE WARNOW LANDING BACK 4F CURB - DETECTABLE VA#NG .•• StELPA,Ct* fTYP i a SACK OF CURB r91RBCTioN i?E SEE liCrTE 2 , SEE ROTE a SEE NOTE Y `"`^� SEE NOTE 2 TRAVEL i WID'Ti{ 4F CSB RAMi7_ ” ,� `�E `•"•,.. ct RAMP SEE NOTE,,,. ! I ,,,_._......_._.__._......... ___ .._._ _ BACK OF CURB .. . NhALK4WhY .:. i :•.' ,xOTH 4? PES'rP'EIdI3kG11I I21C�F.1RB iiWIP j£ IZ`.4i' IN. -'' `- WALKWAY f'aEE NOTE Bf H. ri ANo CUT_THRf�I. QH � a+ va01H or CURB RAMP:, , 3 - . .' LANDINO, OR NFALh�tdAY DETECTABLE WARNING SURFACE 0YP} .:. DETECTABLE WARNING 1 $EE ko' i 3 O 1i 4TAyyrd I h y suNrACE (OAS) - SEE KOIE a .� r MEDIAN CUT -THROUGH � 9�'' � , a� m� ' vp __.. BACK OF CURB, . :. BACK Ear CURB .. Q i. 70 „ ,, "C .; SEE NOTE 2 . SEE NOTE r�: , e SINGLE DIRECTION CURS RAMP DETL"CTABUR IAWRNFNCj z: fa E NAIai!H t}f SHARED• «aa (GRAM BREAK BETWEEN CURB SURFACE ggi M) .. -f ' } � i USe PATH OR Hit LANDING + 5 FT FROM K OF CURBI BEE N{DTES 4 K ? $ •! � � t' � Gq S TEf'.!,`A', � � . . I$EENOT€.III '' ,p �� 4APAliGi'e`'A'ffT"s•P:� `1.6d t .�, CURB RAA�,;,.i CURB RAMP ss rp3"rn ..--""N �.^�. ✓,„,. .......ca4. � �?+fAt: 3 SP WALiLa y -� i },,. WALKVIAY ' ; - _ '«; € I � I � I! LAMDINO i s .Wta dF CUT t &tt #it ..... v - PATH OR y t WALMVAY DETECTABLE WARNINGs ROUNDABOUT SPLITTER f t ISLAND PAVEMENT _ SURFACE S z. .s RAIL SHOULDER k ,�I"A�,ii�Iral IILAr.�ii.1c}.1 SHEET I OF t SHEET .... .. DETECTABLE WARNING ,,,^......._.......,---:�:............... , DETECTABLE aVARNING ?< .�,`M'"t APPROVEDFS3R PUBLICATION - BACK 6E CURB .. _ F SURFACE'(PWS} _ S NATE 3 ......... PATH OR SURFACE 1phVS) SEE NOTE z i VWDTH OFY SEE Nt7TES 4&9 Pasco BAkot#ch tit 0&21/12 PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION: � Awn a m. ®.ponm.n a rmmspaaallm (SEE MUTE 6I PLACEMENT CU ICI ELINw5 ..:.. . �., ,....+. s:�.�3.w. .,...:�_z,.,,.v ,_.. .:'". <,.�•1� .._ :':RSD GD.I;:'v�.iB..�I .ace:wrre�YaA�CrI�. .. q Q , BY: DATE: BY: DATE: AS -BUILT U) o NO AS—BUIL T INFORMA 77ON ON THIS SHEET. w "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS BY. DATE. z A. Jo AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, s,,, U1j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, Icl f ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: - DATE: VERTICAL: NAV 1 83/ 1 THE PINES t ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 111212018. SJS HORIZONTAL: HAD, isag/reef �� C 12.23.16 L j 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ AS NOTED ♦� CITY O f ;: ;,, DESIGNED: - -',. - � FIELDBOOK: . D.R. STRONG YLP _ 3 IRRIGATION SERVICE YLP 01.03.18 MAJ v CONSUL TING ENGINEERS _ Iidl R E N T O N PAGE: _ w F 4 DRAFT AS BUILTS YLP 05.10.1s MAJ DRAWN: MES - - ROAD AND STREET SIGN DETAILS . 9 s .. - - DRAWING N0: �, aersz ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS YLP 06.25.18 MAJ CHECKED: ONE INCH DATUM �s f �ISTEaw �, MAJ g/ g/Dept.850 �c 870 MONROE AVENUE NE cs S AT FULL SCALE Planning/Building/Public Buildin Public Works IF NOT ONE INCH - .. 620 7TH AVENUE, KIRKLAND, WA 98033 N REVISION S A A SCALE ACCORDINGLY ryJ' ION BY DTE PPR APPROVED: RENTON WASHINGTON 98056 SHEET: OF: ,:,, O 425.827.3063 F 425.827.2423 MAJ - � 9 23 DRS PROJECT NO. 16007 M LLJ z n Li I SW 114 SECTION 9., TOWNSHIP 23 N., RANGE 5.E W.M. THE'' PIN, TYPE 'A' TYPE B, 1" 0 45' CHAMFER ALL AROUND TOP 0 a PAINT TOP 5" WHITE ALL AROUND 0 a REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7-1/2" X 7-1/2" 1" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1/2" 0 45' CHAMFER ALL EDGES Do at= R DIETALIHIS811EEn rF-2" 0 (GOWMW UFFER) GALVANIZED STEEL HASP FOR LOCK (2)#4 HORIZ. TOP & 130TTOM & (2)64 VERTICAL (PER SIDE) I. When a dd Idtl 2 -natruct a full do y1th "lhed=ls CIS 6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL Im 0 I =" JpWTt 102). Cmit I. the ,,Xn FA02,0011111111 See DWWANISD MM DUAL fDDDOR WITH 3/4" RADIUS ON 2 OPEN CORNERS. OU13D a 1,r camnwrioxioiNt o" nip spin centadne as required at M=4 When wIdthsexceada. 30 N D PLATE SPACER. TOP OF 1/4" GALVANIZED STEEL PLATE SPACER 1/4", CHAMFER 2. Sea aid. plan 102 for sidewailk details. -1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 3. arhend gutter shown, other curb deallins may be specilled. L /�-2%3/8" JOINT MATERIAL ASPHALT 4. Not used. 6, The engineer will design all driveways to Include elevations at all CRUSHERSURFAC1NG_ 'k ld *11A All e"ons " at the back of =::,uphill DEPRESSED, MONOLTFHiC CURB GUTTER 13FTAL PW I Wrbol 6. Not Used, 7. For 0:—YWWft sea DRIVEWAY STANDARDS (So. OTE 10), The wipanslonjoints (see std, plan 102) Shall be apacIed as shown In the oormsponding laurnsirld view. S. Olopw shall comply with sections MUM or R303.2.2 or OPADJAMWOM R303.2.3 of the RavW Draft GuWlincs for AcomiblePublic Rigbts-of-Way of November 23, 2005 (PROWAG). tub 9. Curb returns for any Type C -MAX Driveway may be approved on 12" CRUSHED SURFACING z 10. STREET STANDARDS = Renton Municipal code (RMC) NOTE 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. DEPRESSED CURB DETAIL REMOVABLE WOODEN BOLLARD DRIVEWAY STANDARDS - Renton Municipal Code (RMC) ADOPTED ' CTTY OF RENTON CHAPTER 4 STANDARD PLANS O CITY -1111111139 PROPERTY DEVELOPMENT STANDARDS O LST DATE: 04/04 SSCtia114 4040 PARKING, LOADING AND DRIVEWAY (MAX -4 U- OmmuWal) E#11VPR�11 DWG. NAME: H021 SP PAGE: H021 I DATE I REVISION CEMENT CONCRETE DIUVIEWAY R "TRANCE "OT111111118 AND DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (lD,MTND,0R,WA) I—PLAWER STRIP -1 IYPL 'A T. I" C 45' CH-AFEIR AL_ -rte CONSISTENT 'P E' '.li T: A -L A-kXIAD PAINT TO 7 1:. CFri%P FOETSi R I CI -1A 1, 1 2 Afl- OF HO I I 0 •l (21111 vERTI�-A_ "PER --I IA ..... ...... 0 EC 0 ACR E T= CR D:iAlINIACE Y' 1,111,,' UU CI I ARAAC 31 1 1 i iA i N DACRET-_ S-RIFACE. -?-YP,D 1101JAR11 ADOP7TT1 C:r.., ^.F 30roN SrANDARD PLAK3r11 I I N %J V L_ Li I \jIx I iwql SUBJECT TO ERRORS AND OMISSIONS 1A,.r: 022 BY: DATE: BY: DATE: BY: DATE: A-BSUILT M., NO A S—BUIL T INFORMA 77ON ON THIS SHEET Lij "I CER77FY 7HAT THE INFORMATION SHOWN HEREON WHICH WAS BY: DATE: AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS—BUILT COMMENTS, n 14, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: DATE,* Sis VERTICAL: NAVD 1988 HORIZONTAL. NAD 1983/1991 ME OR UNDER MY DIRECT SUPER WSION ON THIS DA TE.• 1/12/2018. 2 CITY OF RENTON COMMENTS AS NOTED THE PINES 12.23.16 YLP 05.15.17 MAJ DESIGNED: CITY OF W. D.R. STRONG I . I FIELDBOOK! 3 IRRIGATION SERMCE YLP 01.03.18 Mh) �YLP _17 CONSUL TING ENGINEERS DRAWN: RENTON PAGE: 4 DRAFT AS—BUILTS YLP 05.10.18 MAJ MES ROAD AND MAILBOX DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 AS BUILT MYLARS YLP 106.25.181 MXII I CHECKED, AT FULL SCALE I Planning/Building/Public Works Dept, 850 & 870 MONROE AVENUE NE C10 620 7TH AVENUE, KIRKLAND, WA 98033 w"w IF NOT ONE INCH NO. REVISION By P I APPROVED: SCALE ACCORDINGLY OF: 0 425.827.3063 F 425.827.2423 DATE I APPR RENTON, WASHINGTON 98056 SHEET; DRS PROJECT NO. 16007 0 0 0 a 0 0 0 a rya♦1 (SEE NATE S) t ti . . . . . . . . . . ......... C Do at= R DIETALIHIS811EEn 'k TYPEI11%EjIC VIEW 0 (GOWMW UFFER) NOTES 0 I. When a dd Idtl 2 -natruct a full do y1th "lhed=ls CIS Im 0 I =" JpWTt 102). Cmit I. the ,,Xn FA02,0011111111 See DWWANISD MM DUAL .1d pie. rue sic nts iW ;%ang ddyaway OU13D a 1,r camnwrioxioiNt o" nip spin centadne as required at M=4 When wIdthsexceada. $To NLM i0da TOP OF ROAM AV 2. Sea aid. plan 102 for sidewailk details. I 3. arhend gutter shown, other curb deallins may be specilled. ,:,101 for curb details. 4. Not used. 6, The engineer will design all driveways to Include elevations at all NOT L. 'k ld *11A All e"ons " at the back of =::,uphill DEPRESSED, MONOLTFHiC CURB GUTTER 13FTAL PW I Wrbol 6. Not Used, 7. For 0:—YWWft sea DRIVEWAY STANDARDS (So. OTE 10), The wipanslonjoints (see std, plan 102) Shall be apacIed as shown In the oormsponding laurnsirld view. S. Olopw shall comply with sections MUM or R303.2.2 or OPADJAMWOM R303.2.3 of the RavW Draft GuWlincs for AcomiblePublic Rigbts-of-Way of November 23, 2005 (PROWAG). tub 9. Curb returns for any Type C -MAX Driveway may be approved on a a"ba z 10. STREET STANDARDS = Renton Municipal code (RMC) Title IV Development Regulations CHAPTER 6 STREET AND LMUTY STANDARDS Sectlan4-"60STREETSTANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL. DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) Twe IV Development Regulations DrIveway Example: TYPE CIB CHAPTER 4 R-PeoldmUll 0-0mrDatchal CITY -1111111139 PROPERTY DEVELOPMENT STANDARDS Numb aroflwm, SSCtia114 4040 PARKING, LOADING AND DRIVEWAY (MAX -4 U- OmmuWal) RfGUTATIQIrIS ScOuffer(PladinjOW), Blwnk-NnBuffw P.UPLIC IfOft]Ks DEPARMN-T CEMENT CONCRETE DIUVIEWAY R "TRANCE "OT111111118 AND DETAILS MID , : - Tw14".113 I : ... PIRO I—PLAWER STRIP -1 IYPL 'A T. I" C 45' CH-AFEIR AL_ -rte CONSISTENT 'P E' '.li T: A -L A-kXIAD PAINT TO 7 1:. CFri%P FOETSi R I CI -1A 1, 1 2 Afl- OF HO I I 0 •l (21111 vERTI�-A_ "PER --I IA ..... ...... 0 EC 0 ACR E T= CR D:iAlINIACE Y' 1,111,,' UU CI I ARAAC 31 1 1 i iA i N DACRET-_ S-RIFACE. -?-YP,D 1101JAR11 ADOP7TT1 C:r.., ^.F 30roN SrANDARD PLAK3r11 I I N %J V L_ Li I \jIx I iwql SUBJECT TO ERRORS AND OMISSIONS 1A,.r: 022 BY: DATE: BY: DATE: BY: DATE: A-BSUILT M., NO A S—BUIL T INFORMA 77ON ON THIS SHEET Lij "I CER77FY 7HAT THE INFORMATION SHOWN HEREON WHICH WAS BY: DATE: AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS—BUILT COMMENTS, n 14, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: DATE,* Sis VERTICAL: NAVD 1988 HORIZONTAL. NAD 1983/1991 ME OR UNDER MY DIRECT SUPER WSION ON THIS DA TE.• 1/12/2018. 2 CITY OF RENTON COMMENTS AS NOTED THE PINES 12.23.16 YLP 05.15.17 MAJ DESIGNED: CITY OF W. D.R. STRONG I . I FIELDBOOK! 3 IRRIGATION SERMCE YLP 01.03.18 Mh) �YLP _17 CONSUL TING ENGINEERS DRAWN: RENTON PAGE: 4 DRAFT AS—BUILTS YLP 05.10.18 MAJ MES ROAD AND MAILBOX DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 AS BUILT MYLARS YLP 106.25.181 MXII I CHECKED, AT FULL SCALE I Planning/Building/Public Works Dept, 850 & 870 MONROE AVENUE NE C10 620 7TH AVENUE, KIRKLAND, WA 98033 w"w IF NOT ONE INCH NO. REVISION By P I APPROVED: SCALE ACCORDINGLY OF: 0 425.827.3063 F 425.827.2423 DATE I APPR RENTON, WASHINGTON 98056 SHEET; DRS PROJECT NO. 16007 0 0 0 a 0 0 0 a MOUNT ON PEDESTAL PROVIDED WITH 00 0 0 0 0 0 0 I—PLAWER STRIP -1 IYPL 'A T. I" C 45' CH-AFEIR AL_ -rte CONSISTENT 'P E' '.li T: A -L A-kXIAD PAINT TO 7 1:. CFri%P FOETSi R I CI -1A 1, 1 2 Afl- OF HO I I 0 •l (21111 vERTI�-A_ "PER --I IA ..... ...... 0 EC 0 ACR E T= CR D:iAlINIACE Y' 1,111,,' UU CI I ARAAC 31 1 1 i iA i N DACRET-_ S-RIFACE. -?-YP,D 1101JAR11 ADOP7TT1 C:r.., ^.F 30roN SrANDARD PLAK3r11 I I N %J V L_ Li I \jIx I iwql SUBJECT TO ERRORS AND OMISSIONS 1A,.r: 022 BY: DATE: BY: DATE: BY: DATE: A-BSUILT M., NO A S—BUIL T INFORMA 77ON ON THIS SHEET Lij "I CER77FY 7HAT THE INFORMATION SHOWN HEREON WHICH WAS BY: DATE: AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP7HS, PIPE SIZES, AND AS—BUILT COMMENTS, n 14, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: DATE,* Sis VERTICAL: NAVD 1988 HORIZONTAL. NAD 1983/1991 ME OR UNDER MY DIRECT SUPER WSION ON THIS DA TE.• 1/12/2018. 2 CITY OF RENTON COMMENTS AS NOTED THE PINES 12.23.16 YLP 05.15.17 MAJ DESIGNED: CITY OF W. D.R. STRONG I . I FIELDBOOK! 3 IRRIGATION SERMCE YLP 01.03.18 Mh) �YLP _17 CONSUL TING ENGINEERS DRAWN: RENTON PAGE: 4 DRAFT AS—BUILTS YLP 05.10.18 MAJ MES ROAD AND MAILBOX DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH DATUM 5 AS BUILT MYLARS YLP 106.25.181 MXII I CHECKED, AT FULL SCALE I Planning/Building/Public Works Dept, 850 & 870 MONROE AVENUE NE C10 620 7TH AVENUE, KIRKLAND, WA 98033 w"w IF NOT ONE INCH NO. REVISION By P I APPROVED: SCALE ACCORDINGLY OF: 0 425.827.3063 F 425.827.2423 DATE I APPR RENTON, WASHINGTON 98056 SHEET; DRS PROJECT NO. 16007 SW l 4 SECTION E W. M. 0) ES, THE PIN / 9, TOWNSHIP 23 N, RANGE 5 N 0 0 W 53' R.O.W. WIDTH N 26' PAVEMENT WIDTH 0 O O O 10' LANE 10' LANE 6' PARKING LANE o (0 W low 0 5' CEMEN 2 tiiq 3 CONCRETE 8 W 8" 5' CEMENT PLANTER 3' S�oPE 6" MIN TYP 6" MIN TYP PLANTER CONCRETE ;X\S�Op 4:1 MAX. SIDEWALK 2 SIDEWALK 4:1 MAX. SLOPE 1.57- v 1.5% SLOPE 7 �\/i,�li�/��!r,\r�\�i.\!r.\%r.�\\!/.\/�\!r.��./i..r/,r., /,✓i ,/r,. T , /; //./.\!i\\i\\i \ii\ O i/�\i�� \ CATCH BASIN &STORM 8" WA SEWERS (TYP.) (-1--) 8'" NMA 8 SS 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE COMPACTED SUBGRADE NilO 0 ROAD A A 0 NTS RESIDENTIAL STREET C7 Q 60' R. 0. W. WIDTH R 5.7 ROW PAVEMENT WIDTH DEDICATION s O 24' � f22' LANE 122' LANE � 0 0 W W PLANTER W SPE f3' PLANTER 5' CEMENT Z 5' CEMENT 3' S� CONCRETE o W SAWCUT 2 6' MIN CONCRETEPX' SIDEWALK U FROM FLOWLINE TYP SIDEWALK 4:1 MAX. 27. 10" WA \/r\C 12" SS ' \//r\ \�!%\/!i�� CATCH BASIN & STORM 24 " SD SEWERS (TYP.) 8" HMA 6" CRUSHED ROCK BASE OR O 4.5" ASPHALT TREATED BASE MONROE AVE NE B NTS MINOR ARTERIAL ROAD 30 MPH DESIGN SPEED C7 22' R. 0. W. WIDTH mss-' 3 O O 20' LANE 0 0 - W W W W 6TYP 6" TYP co 6" TYP 6" MIN TYP ,: \�\\�T\�\\�/\\�\�\�\\�\C \\ \ �o. '�/:\/\ri\ri /i /\/r\/r\/r\/r\/r\/r /\/r /r\/r\rr\/r \/i\/r\/r\/r/\/r\/r\/r\//\/\//\/r\/r\//\!i�\/l.�i.✓� r.. \ \�\i/�r/sir\\�\i/\\i�//�i\i/r\\r ✓�\�/ r,�\i�\i�\.a\..�\.�\i�\i.�\%/\\i��i/\�✓��y.�\i�i�\.�\,a\,� '�!\./\ .� iii•, X 8"HMA T 3927-05 � 6" CRUSHED ROCK BASE OR R-3927- 11 4.5" ASPHALT TREATED BASE APPROVED FOR CONSTRUCTION m COMPACTED SUBGRADE SUBJECT TO ERRORS AND OMISSIONS 0 HAMMERHEAD ROAD WAY C BY: BATE: o NTS RESIDENTIAL STREET G'7 Q BY: DATE: 3 A S-BUILT BY. DATE.U) 0 NO AS—BUIL T INFORMA 17ON ON THIS SHEET. w "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS BY. DATE.-71 0 0 0 2 0 N ce- iii a z J DRS PROJECT NO. 16007 I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. Jo AS—BUILT BY D.R. S7RONG,'AND MAY INCLUDE LOCA770NS, 1 INCH= 5 FT. _ ofAsy� trd ELEVATIONS, DEPTHS, PIPE SIZES, AND AS COMMENTS, VERTICAL �c ACCURA7ELY REFLECTS EXIS71NG FIELD COND17IONS AS DEIFRMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: scnLF: DATE: ° ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F• 111212018. " HORIZVERTIONTAL: NAVD ,Sas �- - .� sus HORIZONTAL: NAD 1883199, �, - - THE PINES 2 CRY OF RENTON COMMENTS YLP 05.15.17 MAJ DESIGNED: AS NOTED ♦� D.R. STRONG C T Y O F F 3 IRRIGATION SERVICE YLP 01.03.18 MA,1 YLP FlELDBOOK: CONSUL TING ENGINEERS DRAWN: _ c � I T W 4 DRAFT AS—GUILTS TLP 05.10.18 MAJ (� I V O PAGE: MES ONE INCH ROAD AND STORM PLAN AND PROFILE DRAWING NO: 45232, m ENGINEERS PLANNERS SURVEYORS _ DATUM Rtio 5 AS BUILT MYLARS YLP 06.25.18 MAJ CHECKED. AT FULL SCALE TE MAJPlanning/Building/Public works Dept 850 & 870 - MONROE AVENUE NE C13 SSjONA ''g 8207TH AVENUE, K/RKLAND, WA 98033 IF NOT ONE wcH .....w ..... NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED . - R E N TO N . . WASHINGTON 98056 SNEEf: OF: _ O 425 8273083 F 425.827.2423 . 13 23 DRS PROJECT NO. 16007 SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. SLOPE 3' BERM lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET It STA. 29+14.07, 43.96' L tl "12" IE OUT 354.-89 (W)384.03 u , U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS .. i . 3 . .. ,....,... _ . A,,. tai# . r f !! VER TI CAL DA TUM: 3 DED/CA noN I •L,, _ . _ .. _. LF 12 LCPE (P5 �,:..,_...,......... 5 _. . . , ...... - BENCHMARK: - o I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK', NAIL 225 � 8' t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER RIM 49�i- 391.88 SOF � � � ,' __,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT C, 4. 12 /E IN 3$�8 E 383.84 NIA �i��i<��<�%�iv�� i �i�� 1 6" MIN 29f 00 � .. �s .. O 3,1 i<�� , MqX CONCRETE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP —}-- —12 /E OUT 355 88 (W) —78— E DEWALK 'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE /T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� .a�.��, �. 1.570 NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH), 9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q 51.07, 9.29 R 27 LF 12" LCPE (P6) 3 : (AB) 0 390.64 BASIS OF BEARINGS: �'��: �a (E)386.12 I I Q (N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND 496. spoI �.;, � .�. ._ ��- � ..�.... NUMBER 1843 'T B (S) J85.87 m� CA TCH BASIN NO TE. CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. - RIM 392.29 (AB) 12" IE IN 3,3.9 (E)385.65 EX. 24" lE IN 381.72 (N) (AB) EX. 24" IE OUT 381.72 (S) (AB) 12 II F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 27+7U 21+UU Zd+UU Lu+4U za+aTU AS -BUILT. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, '� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS w 45232 �-8I 'GISTERE V� Q.R. STRONG 3 IRRIGATION SERVICE CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS L9+LU 29+60 YLP 04.26" .17 M&I SURVEYED: SJS YLP 05.1 J.1 % MAJ DESIGNED:.. YLP 01.03.18 MAJ YLP YLP 05.10.18 MAJ DRAWN: MES YLP 106.25.181 MAJ r CHECKED: 6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw: 0425.827.3063 F425.827.2423 ' MAJ { SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. SLOPE 3' BERM lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET It STA. 29+14.07, 43.96' L tl "12" IE OUT 354.-89 (W)384.03 u , U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS .. i . 3 . .. ,....,... _ . A,,. tai# . r f !! VER TI CAL DA TUM: 3 DED/CA noN I •L,, _ . _ .. _. LF 12 LCPE (P5 �,:..,_...,......... 5 _. . . , ...... - BENCHMARK: - o I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK', NAIL 225 � 8' t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER RIM 49�i- 391.88 SOF � � � ,' __,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT C, 4. 12 /E IN 3$�8 E 383.84 NIA �i��i<��<�%�iv�� i �i�� 1 6" MIN 29f 00 � .. �s .. O 3,1 i<�� , MqX CONCRETE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP —}-- —12 /E OUT 355 88 (W) —78— E DEWALK 'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE /T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� .a�.��, �. 1.570 NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH), 9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q 51.07, 9.29 R 27 LF 12" LCPE (P6) 3 : (AB) 0 390.64 BASIS OF BEARINGS: �'��: �a (E)386.12 I I Q (N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND 496. spoI �.;, � .�. ._ ��- � ..�.... NUMBER 1843 'T B (S) J85.87 m� CA TCH BASIN NO TE. CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. - RIM 392.29 (AB) 12" IE IN 3,3.9 (E)385.65 EX. 24" lE IN 381.72 (N) (AB) EX. 24" IE OUT 381.72 (S) (AB) 12 II F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 27+7U 21+UU Zd+UU Lu+4U za+aTU AS -BUILT. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, '� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS w 45232 �-8I 'GISTERE V� Q.R. STRONG 3 IRRIGATION SERVICE CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS L9+LU 29+60 YLP 04.26" .17 M&I SURVEYED: SJS YLP 05.1 J.1 % MAJ DESIGNED:.. YLP 01.03.18 MAJ YLP YLP 05.10.18 MAJ DRAWN: MES YLP 106.25.181 MAJ r CHECKED: 6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw: 0425.827.3063 F425.827.2423 ' MAJ SIGN INSTALLA TION SIGN NORTHING EASTING STOP AHEAD 184351.5956 1308763.5672. STOP SIGN 184271.3916 1308796.4477 NPAT #1 184270.6046 1308850.3410 NPA T #2 184269.0295 1308915.3219 ` NPA T #3 184267.6967 1308970.3058 NPAT #4 184264.7733 1309042.0999 NPA T #5 184263.3194 1309102.0823 NPAT #6 184285.8092 1309122.7810 NPAT #7 184285.1446 1309150.1977 NPA T 0 184262.1902 1309174.0615 NPA T #9 184260.6756 1309236.5431 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, � AND AS -BUILT COMMENTS, �-- �''�h A. J�trI ELEVA7)ONS, DEPTHS, PIPE SIZES, DATE: ��. ASFIj� CJf. Y ...SURVEYED:' SCALE: �� ACCURA7 LY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED B 1 CITY OF RENTON COMMENTS YLP 04.26.17 MA,1 SJS VERTICAL: NAVD 1986 12.23.16 DIRECT SUPERVISION ON THIS DA 11121 2018.'" AS NOTED HORIZONTAL: NAD 1983/1997 '� (n TI-) E PINES (� ME OR UNDER MY 02 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ DESIGNED: v I I Y O FIELDBOOK: D.R. STRONG YLP 3 IRRIGATION SERVICE YLP 01.03:18 MAJ PACE: ..Il DRAWN: I\ L I V I O I V - � EER — � CONSUL TING ENGINEERS _ oRAFr as-BUILTs YLP 05.10.18 � _ CHANNELIZATION AND SIGNAGE PLAN DRAWING ND. ..,. 4 MES - ONE INCH ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLl4RS YLP 06.25.18 MAJ CHECKED: DATUM � AT FULL SCALE Plannln Bulldin Public works Dept. Q 0 Bc 870 MONROE AVENUE NE c22 ISTERE9 t yiw MAJ g/ g/ p 85 s 3 IF NOT ONE INCH ACCORDINGLY SHEET; OF: L 620 7THAVENUE, KIRKLAND, WA 98033 APPROVED: SCALE RENTON WASHINGTON 98056 • it _ N0. REVISION BY DATE APPR � 22 23 1� ""` 0 425.827.3063 F 425.827.2423 MAJ DRS PROJECT NO. 16007 T 3927- 08 APPROVED FOR CONSTRUCTION SUBJECT TO : ERRORS AND OMISSIONS NO TES: BY: DATE: 1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION. 2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS. NORTH BY: DATE: J. NO PARKING IS PERMITTED'WITHIN HAMMERHEAD. 'NO PARKING" SIGNS SHALL AS -BUILT BE INSTALLED ALONG THE PERIMETER. GRAPHIC SCALE 0 20 30 6O BY: DATE: to NO AS—BUILT INFORMATION ON THIS SHEET.w _ 1 INCH = 30 FT. BY: DATE: Z 'l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS 1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, � AND AS -BUILT COMMENTS, �-- �''�h A. J�trI ELEVA7)ONS, DEPTHS, PIPE SIZES, DATE: ��. ASFIj� CJf. Y ...SURVEYED:' SCALE: �� ACCURA7 LY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED B 1 CITY OF RENTON COMMENTS YLP 04.26.17 MA,1 SJS VERTICAL: NAVD 1986 12.23.16 DIRECT SUPERVISION ON THIS DA 11121 2018.'" AS NOTED HORIZONTAL: NAD 1983/1997 '� (n TI-) E PINES (� ME OR UNDER MY 02 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ DESIGNED: v I I Y O FIELDBOOK: D.R. STRONG YLP 3 IRRIGATION SERVICE YLP 01.03:18 MAJ PACE: ..Il DRAWN: I\ L I V I O I V - � EER — � CONSUL TING ENGINEERS _ oRAFr as-BUILTs YLP 05.10.18 � _ CHANNELIZATION AND SIGNAGE PLAN DRAWING ND. ..,. 4 MES - ONE INCH ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLl4RS YLP 06.25.18 MAJ CHECKED: DATUM � AT FULL SCALE Plannln Bulldin Public works Dept. Q 0 Bc 870 MONROE AVENUE NE c22 ISTERE9 t yiw MAJ g/ g/ p 85 s 3 IF NOT ONE INCH ACCORDINGLY SHEET; OF: L 620 7THAVENUE, KIRKLAND, WA 98033 APPROVED: SCALE RENTON WASHINGTON 98056 • it _ N0. REVISION BY DATE APPR � 22 23 1� ""` 0 425.827.3063 F 425.827.2423 MAJ DRS PROJECT NO. 16007 6 O I LU I Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) POWER POLE DROP (S) EXISTING WOOD POWER POLE TO BE RELOCATED BY OTHERS O' SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. I I II N II i� 4---------II 1 - TRACT S ISHARED DRIVEWAY N8836'41 "W 498.40' ------------------- � 1 %f-eACTA I i -1 I- -- ------- I I l VESO ------- LtA- 1 11 I I I -F 3 1 1 2 II \ I I 1 3 1 1 4 I I II I I 5 II 1 3 R. 0. W. I I I 1 1 I I II EDICATION I I I I11 I 1 \ I L---- ---J I II III I; 1 L --------J L--------J----I I _ 1 �o \\ T T - - - -- I ------ 2 M� �'. 1 T T T - - - --_ _ -- + ---- - - ---- ---- - -- --- ,----- --- -- ------ - _ 5 - 101-00 - 4 11+00 12+00 I� 2 I - -'�°° I 1 „-_--- I I " POLE * ID. NO. 4879C135 480OB60(PED) 4882B60 (PED) 4883A44 4884A44 4885A44 4886A44 4887A44 4888A44 4889A44 4890A44 II II �- I TRAIII STORM R5,21 1 I I " POLE * ID. NO. 4879C135 480OB60(PED) 4882B60 (PED) 4883A44 4884A44 4885A44 4886A44 4887A44 4888A44 4889A44 4890A44 II j� II)GE1 � I TRAIII STORM R5,21 1 I I- 40 III I 6'/4' I I I PVC SCHEDULE I CONSTRUCTION NOTES -- --7 --- -----4-1----- ------� I 0 POLE * ID. NO. 4879C135 480OB60(PED) 4882B60 (PED) 4883A44 4884A44 4885A44 4886A44 4887A44 4888A44 4889A44 4890A44 1 r---------� I 27+75 28+85 10+56 11+17 11+75 12+35 13+01 13+67 14+33 15+06 CONDUCTORS I 1 6 1 I I- 40 I I 6'/4' I I I PVC SCHEDULE I 2-#8, 1-#8 GREEN I IL --------J 2.0 I I 40 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 44 4 2.0" T T 44 T 14' 116.1 0�m=3= m 15+00 1 T 1 1 r --------I r--------1 1 1 -------- 1 I I 1 1 ► 1 I r------- 1 14 1 1 13 1 1 12 j if I I 1 I I 1 1 1 I I 1 1 I I fo I I 9 I I $ I I I L -------J L----- 1 1 1 1 I I I I ---� L --------J L ---------I L -------- J L -------- J L ------ OINSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD PLAN 116. 1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. O2 INSTALL ARTERIAL STREET DECORA TI VE ROADWAY LUMINAIRE FIXTURES AND POLE PER STANDARD PLAN 117. 1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE. OINSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCA TED ON MONROE A VE NE A T APPROXIMA TE STA TION 27+59, 25.5' LT COORDINATE WITH C.O.R. ERIC CU TSHALL, TRANSPOR TA TION MAINTENANCE ASSISTANT MANAGER 425-430-7423 FOR SERVICE CONNECTION. LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLLOWING COR STD. PLN. 122.1. OINSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD FOLLOWING COR STD. PLN. 120. WIRING SCHEDULE CONDUIT RUN 0 POLE * ID. NO. 4879C135 480OB60(PED) 4882B60 (PED) 4883A44 4884A44 4885A44 4886A44 4887A44 4888A44 4889A44 4890A44 CONDUIT SIZE LOCATION MONROE AVE NE MONROE AVE NE ROAD A ROAD A ROAD A ROAD A ROAD A ROAD A ROAD A ROAD A 27+75 28+85 10+56 11+17 11+75 12+35 13+01 13+67 14+33 15+06 CONDUCTORS NOTES 1 2.0 PVC SCHEDULE 40 2-#8, 1-#8 GREEN 6'/4' 2 2.0 PVC SCHEDULE 80 2-#8, 1-#8 GREEN 117.1 3 2.0 PVC SCHEDULE 40 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 44 4 2.0" PVC (SCHEDULE 40) 44 PSE POWER 14' Taff THWEST EX TRA FF -/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 NAL AS -BUILT 1 1 CITY OF RENTON COMMENTS REVISION N88 :36'41 "W 498.65' LUMINAIRE SCHEDULE TRACT C OPEN SPACE 1020 S. F. LUM. N0. 1 2 3 4 5 6 7 8 9 10 POLE * ID. NO. 4879C135 480OB60(PED) 4882B60 (PED) 4883A44 4884A44 4885A44 4886A44 4887A44 4888A44 4889A44 4890A44 CIRCUIT N0. LOCATION MONROE AVE NE MONROE AVE NE ROAD A ROAD A ROAD A ROAD A ROAD A ROAD A ROAD A ROAD A 27+75 28+85 10+56 11+17 11+75 12+35 13+01 13+67 14+33 15+06 GPS COORDINATES Lat Long 1308765.8801 184301.5510 130$766.1875 1841-91-5614 130879E -44i7 1842713916 LM06.7629 124235.1901 L308915.3219 1&1269.0295 175.2062 184232.6039 1308042.0999 181264.7733 1309107.1885 184225.6236 1.309174.0515 184262.1902 L309245.8088 184225.1676 OFFSET (FEET) 25.5' LT 25.5' LT 16.5 LT 16.5 RT 16.5 LT 16.5 RT 16.5 LT 16.5 RT 16.5 LT 16.5 RT LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # A 135/60 6'/4' 35/14' 117.1 A 135/60 6'/4' 35/14' 117.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 A 44 NA 14' 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. LEGEND VJG 4.25.17 LDH SURVEYED: DESIGNED: VJG DRAWN: VJG CHECKED: LDH BY DATE APPR APPROVED: LDH SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 30 0 30 60 scale feet CITY OF RENTON Planning/Building/Public Works Dept. T-3927- 09 IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE PINES ILLUMINATION PLAN 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 PAGE: 12.25.17 N L0 c0 O O N M O O O T I..L LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE LED ROADWAY LUMINAIRE AND DECORATIVE POLE ----- PVC CONDUIT (SEE WIR+NG SCHEDULE) TYPE 1 JUNCTION BOX WITH ® CONCRETE PAD ® SERVICE CABINET AWIRE NOTE O CONSTRUCTION NOTE VJG 4.25.17 LDH SURVEYED: DESIGNED: VJG DRAWN: VJG CHECKED: LDH BY DATE APPR APPROVED: LDH SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 30 0 30 60 scale feet CITY OF RENTON Planning/Building/Public Works Dept. T-3927- 09 IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE PINES ILLUMINATION PLAN 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 PAGE: 12.25.17 N L0 c0 O O N M O O O T I..L W 1 ECIM7PLAfiALUU RE AND POLE 'RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, FINISH COCOR RAL 9005TX "JET BLACK' Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) 18 -1/4 - PRESTIGE SERIES (CY17T4) LED POST -TOP LUMINAIRE (WATTAGE PER PLANS, 4 COGK OCT. 120-277V UNIVERSAL DRIVER, WITH VS3AR RIBBED ACRYLIC LENS) BY CYCLONE (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 14'-0` FLUTED SHAPE, 5` DIAMETER, STRAIGHT ALUMINUM POLE (PDI5-I4-BD46-RAL9005TX-TN43) BY CYCLONE (OR APPROVED EQUAL) INSTALL GROUT, PRONE 1/2" DIA DRAIN TUBE THROUGH GROUT. 2'x5' NANDHOLE DECORATIVE ALUMINUM CLAMS,,...,. BASE COVER. BD46 BY CYCLONE (OR APPROVED EQUAL) SEE POLE BASE DETAIL, THIS SHEET 6' MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL 44 HOOPS 9 12° ----�- B - #5 BARS, 1 EVENLY SPACED 2 112" CLR 'AIN. BOLT FOR FOUNDATION DETAILS, SEE THIS SHEET POLE ELEVATION E5 BE JECTION ��----------------��----��'�� 24" FOUNDATION -DETAIL 7/87 DIA HOLE + 1/4' STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS: SHEET) POLE BASE DETAIL ANCHOR BOLT TEMPLATE DETAIL TOP OF FaLr.NP,Ari ANCHOR SOLT, 4 TOTAL, 3/4 DIA (TYP) 3/4" HEX NUTS, STEEL (6 o REGO PER ANCHOR BOLT); FLAT WASHERS (6 REO'O PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DE?'AIL FOUNDATION DETAILS STD. PLAN 116.1 PUBLIC WORKS NEIGHBORHOOD STREET PROVED DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS DA PO E 4'-0° (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R 13.5" -ttZS" DIA HOLE I 6' 0° (LUMINAIRE ARM LENGTH) i6' R 22" 4" OD HOLE 8'-0" ((UMINAIRE ARM LENGTH) "R3WO" I 10'-0" (LUMINAIRE ARM LENGTH) 45 R 38" 4" OD HOLE MIN. 01 1/2" WIREWAY BRACKET SIDE VIEW DETAILS ROUND CAP (4) OVAL SLOTS ALUMINUM SHROUD PRESSURE RELEASE SPP.ING> ACCEPTING 1"x36%4" - 14-15" DIA BOLT MANOFACIURER GALVANIZED STEEL SHALL WELD SHROUD CRATING. AN BOLTS -- m - EXTEND THE CONDUIT ............►.." LUMINAIRE ARM R� _tom\ �i — LUMINAIRE CONDUCTORS �, ,� g —_, +Q.r.NV� -. ... GROUND POLE TO .-__-.- �� STATED OTHERWISE ON 1 t FOUNDATION tt, BASE PLATE DETAIL PLANS 24" 8 - #5 BARS, 7' CONDUIT UNLESS x a f EVENLY SPACED STATED OTHERWISE ON INSTALLED BY = 8 - 17 BARS, ----------- — —'EVENLY PLANS CENTER CONDUIT 3/4" CHAMFER (TYP) r ; ROUND TAPERED I IN FOUNDATION (0.14"/FT) ALUMINUM °O BOLT CIRCLE (DIA PER , WITH COVER L .BASE PLATE DETAIL„ ANCHOR BOLT _... 4 THIS SHEET). BOLT COVERS 14 HOOPS 0 12' (PROVIDED BY POLE t' FOUNDATION SECTION MANUFACTURER)IL 2' CONDUIT UNLESS GROUND POLE 7O' STATED OTHERWISE ON FOUNDATION PLANS i 1 1 z `a 3/4" CHAMFER (TYP) 1'-6' MIN BELOW \\ GROUND, 27 2'-O" MIN UNDER FOUNDATION DETAIL I • OECt;RATIVE ROADWAY LUMINAIRES ARE MOUNTED AT D' PAVEMENT 1 1/4" INA HOLE • DECORATIVE PEDESTRIAN LUMINAIRES (TYP) ARE MOUNTED AT 180HANDHOLES i EXTEND THE CONOU17 i •ARE MOUNTED AT 180' 3/8" STEEL PLATE • BANNER SUPPORT BRACKETS ARE MOUNTED AT 0' 6' MIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL 44 HOOPS 9 12° ----�- B - #5 BARS, 1 EVENLY SPACED 2 112" CLR 'AIN. BOLT FOR FOUNDATION DETAILS, SEE THIS SHEET POLE ELEVATION E5 BE JECTION ��----------------��----��'�� 24" FOUNDATION -DETAIL 7/87 DIA HOLE + 1/4' STEEL PLATE BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS: SHEET) POLE BASE DETAIL ANCHOR BOLT TEMPLATE DETAIL TOP OF FaLr.NP,Ari ANCHOR SOLT, 4 TOTAL, 3/4 DIA (TYP) 3/4" HEX NUTS, STEEL (6 o REGO PER ANCHOR BOLT); FLAT WASHERS (6 REO'O PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DE?'AIL FOUNDATION DETAILS STD. PLAN 116.1 PUBLIC WORKS NEIGHBORHOOD STREET PROVED DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS DA PO E 4'-0° (LUMINAIRE ARM LENGTH) 2" TANGENT 7.5' R 13.5" -ttZS" DIA HOLE I 6' 0° (LUMINAIRE ARM LENGTH) i6' R 22" 4" OD HOLE 8'-0" ((UMINAIRE ARM LENGTH) "R3WO" I 10'-0" (LUMINAIRE ARM LENGTH) 45 R 38" 4" OD HOLE MIN. 01 1/2" WIREWAY BRACKET SIDE VIEW DETAILS ROUND CAP A ALUMINUM SHROUD PRESSURE RELEASE SPP.ING> (BY MANUFACTURER) - 14-15" DIA BOLT MANOFACIURER ANCHOR BOLT-----r''� SHALL WELD SHROUD CRATING. THE WAY -- AROUND - EXTEND THE CONDUIT ............►.." LUMINAIRE ARM L___ 0' LEVFI �i — LUMINAIRE CONDUCTORS �, ,� g —_, ON TO IUMINAIRF DECORATIVE LUMINAIRE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTINGS BRACKET DETAILS STD. PLAN — 117.3 PUBLIC WORKS LUMINAIRE ARM AND MOUNTING A + + DEPARTMENT BRACKET DETAILS E Taff NORTHWEST �X TRA FF -/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 L AS -BUILT 1 1 CITY OF RENTON COMMENTS gra REVISION PAINT SPECIF€CATIONS: ALL ALUMINUM LUMINAIRE AND POLE i RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. ° ,+ &"I;_ RAL 900DIX `AI BLACK') ECJRAT:V�sJM�NA R�P{N #d0T-'.S ROUND TUBULAR SECTION (NO TAPER) �• ROUND TAPERED POLE SECTION (0.14"/FT) NOMINAL LUMINAIRE HEIGHT (LUMINAIRE HEIGHT + SHROUD) SECURE TOP BANNER BRACKET NTH --- THROUGH 80 TS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONNS. SECURE BOTTOM BANNER BRACKET -� WITH ADJUSTABLE STAINLESS STEEL BANDS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS `l it (4) OVAL SLOTS i ACCEPTING 1'x48`.4' ROUND POLE CAP F--._.. ALUMINIUM SHROUD (BY j GALVANIZED STEEL MANUFACTURER) / �., t ANCHOR BOLTS I/ DOME STYE LED LUMINAIRE _ LUMINAIRE_A_R_M_ _ tWATiAG PER 2 ANS, 4DOOK CCT, �C+ LENGTH PER PLANS 120-277V UNIVERSAL DRIVER, NTH It FLATGLAS,. LENS' BY CYT..�.ONE 0 (OR APPROVED EQUAL). DRIVER fjAFLATr DETAIL -'�'-:'7' SHALL BE INTEGRAL TO THE FIXTURE WITH CLAM SHELL ARM _ _.-.... CONNECTION. FOR MOUNTING ARM 36 8 -117 BARS, DETAILS SEE STD PLAN 117.3. EVENLY SPACED f L. I .- ! ] CENTER CONDUIT I 2" CONDUIT UNLESS IT- `�� IN FOUNDATiCHv STATED OTHERWISE ONNS (2) BANNER BRACKETS WITH A (WATTAGE PER PLANS, 4,000W PRESSURE RELEASE SPP.ING> CCT, 120-277V CNIIERSAL t - 14-15" DIA BOLT WITH PROTECTIVE RUBBERCIRCLE ANCHOR BOLT-----r''� BY CYCLONE TOR APPROVED ) 4 O CRATING. EQUAL). DRIVER SHALL BE LUMINAIRE AREA ....................... INTEGRAL TO THE FIXTURE WITH - EXTEND THE CONDUIT ............►.." #4 HOOPS O 12" L___ 0' LEVFI - 1 FCIIN All N F-TILN [! 2° CONDUIT UNLESS ..............................., ... GROUND POLE TO .-__-.- - OPTIONAL STATED OTHERWISE ON 1 t FOUNDATION tt, z BANNER TO BE PLANS REFER TO CITY OF s RENTON STD PLAN �.. z PROVIDED AND x a I of INSTALLED BY = 8 - 17 BARS, ----------- — —'EVENLY i (CONTINUOUS), 0.25" i OTHERS 3/4" CHAMFER (TYP) r ; ROUND TAPERED I DOME STYLE IED UM NAIRE I (WATTAGE PER PLANS, 4,000W CCT, 120-277V CNIIERSAL t 2'-D" MIN UNDER DRIVER, WITH RAT GLASS ENS) BY CYCLONE TOR APPROVED ) 4 O PAVEMENT �. EQUAL). DRIVER SHALL BE LUMINAIRE AREA INTEGRAL TO THE FIXTURE WITH - EXTEND THE CONDUIT ............►.." CLAM SHELL ARM CONNECTION [.. FOR MOUNTINGARM DET7N51 �.'EE- - 1 STD PLAN '17.3. �.. FOUNDATION OR THE 22 I FOR STREET LIGHT -- CONTROLLED DENSITY a' LEVEE STANDARD DECAL, z I NUMBERING DETAIL, m REFER TO CITY OF s RENTON STD PLAN �.. z 121.al s x a IO" BASE -DIAMETER, -- of 40'-0" LONG = 8 - 17 BARS, ----------- — —'EVENLY i (CONTINUOUS), 0.25" I WALL THICKNESS SMOOTH Es r ; ROUND TAPERED I ' (0.14"/FT) ALUMINUM °O POLE REINFORCED HANDHOLE: , WITH COVER L z< 4 INSTALL. ANCHOR BOLT COVERS (PROVIDED BY POLE t' a'....... MANUFACTURER)IL I 1 i 1 1 1.-6" MIN BELOW- - GROUND, 2'-D" MIN UNDER I PAVEMENT �. T - EXTEND THE CONDUIT ............►.." 6" MIN BEYOND -) FOUNDATION OR THE CONTROLLED DENSITY a' LEVEE { h BACKFILL (14 HOOPS 9 12" � --�— BE = 8 - 17 BARS, ----------- — —'EVENLY p EVENLYSPACED'. 2 1/2" CLR z< ul- a'....... 1.. 27 FOUNDATION DETAIL I • OECt;RATIVE ROADWAY LUMINAIRES ARE MOUNTED AT D' 1 1/4" INA HOLE • DECORATIVE PEDESTRIAN LUMINAIRES (TYP) ARE MOUNTED AT 180HANDHOLES i i •ARE MOUNTED AT 180' 3/8" STEEL PLATE • BANNER SUPPORT BRACKETS ARE MOUNTED AT 0' SOLT CIRCLE (DIA DIL"vA7+}N,'""AT) N SIZE TO LUMINAIRE BASF. PLATE DIMENSION) TOG OF FOUNDkT10N SIDEWALK OR s �._._,-. _a.-._. ...._.. PLANTER STRIP -....INS ALL GROUT.`" PROVIDE 1/2- DIA FOR FOUNDATION DETAILS, SEE MIS SHEET DRAIN TUBE THROUGH GROUT POLE ELEVATION ANCHOR BOLT, 4 TOTAL 1--1/4=- } DIA (TYR) I" HEX NUTS, STEEL (6 REO'D ---- ' PER ANCHOR BOLT), FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BOLT ASSENIBL.Y DETAIL FOUNDATION DETAILS v.n ARTERIAL STREET STD. PLAN -- 117.1 PUBLIC WORKS DECORATIVE ROADWAY LUMINAIRE POLE ` DEPARTMENT ROVE : DETAILS VJG 4.25.17 LDH SURVEYED: DESIGNED: VJG DRAWN: VJG CHECKED: H BY DATE APPR�WIIRIV4LDH MOUNTING HEIGHT 15 FEET INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. PLAN VIEW 1-3/4" TO 2" 2" TO 2-7/8" 2-1 /2„ TO 3' if DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND 6PUBLIC WORKS STREET LIGHT STANDARD .'DEPARTMENT DECAL NUMBERING SYSTEM SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NUMBERING EXAMPLES LED TYPE WATTAGE STD. PLAN — 121 CITY OF RENTON Planning/Building/Public Works Dept. T-3927-10 IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE PINES ILLUMINATION DETAILS 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 PAGE: 12.25.17 IL2 N LO O O T T O O O 1 Q0 J N �M O 0 0 T 1 I..L Cn W z W W W 7' d ° ° ♦d ° 03' 00- d �I STREET LIGHT POLE LJUNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 4" DEEP d ° • y e ° d z • ° ° and d° 4 1 d PLAN VIEW 1' INDIVIDUAL JUNCTION BOX ti�Y o STD. PLAN - 120 A® 4 PUBLIC WORKS CONCRETE PAD DETAILS OVED: Yp N�o� DEPARTMENT 4,44 DT � ZOO 1 4 U N1® om u i a ` - PUBLIC WORKS SERVICE CABINET STD. PLAN 122.1aP�n -- 4 ` I DEPARTMENT WITHOUT BBS F It Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) Taff NORTHWEST �X TRA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 REFER TO WSDOT LOCKING LID STANDARD DUTYJUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-03 SP�UCCEE KITS CLEAR EPDXY HARE RUNS ON ALL THRU 4" CONCRETE PAD 2' MIN. #8 BARE COPPER — GROUND WIRE 1 REW EQUIPMENT GROUN� , WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM - WIRES TO CONTACTOR (SIZED AS REO'D.) 5/8"4' COPPER CLAD GROUND ROD - ■ LUMINAIRE WIRES WILL BE A CONTINUOUS RUN o � a: z o 0 z : � O FUSE KITS WICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE VIRES WILL BE #12 S.E.C. OR EQUAL F - N N TO FIXTURE GROUND LUG zu W u d Il!8 jug zz3? �Wo� �< YQ= Q< § W S uN yNjwOz o NI w U2�/ _( t wQ 2Z�w zoo w¢ COQ' cco ZC F'o!� £ a % JY 23¢ w �c - �w�g o o o—o O—O o 1 O: om liLO zs fijNy;'-$ < t. ! O w♦- g SS 0—O Y a wp a m Isc»xcxi Cya�6� O �Fz�< UO w z �gP@GW qq o �'��S�A E �'� = zg o Qa S � oX J � al""0 1 Ow78Y3 - nnvNnn c a �40��m m oa `ao I O 0 wi > z ° m' z m a 0 � m t� L � z W i w q I in N ` - PUBLIC WORKS SERVICE CABINET STD. PLAN 122.1aP�n -- 4 ` I DEPARTMENT WITHOUT BBS F It Call 2 Working Days Before You Dig 811 tilities Underground Location Cente (ID,MT,ND,OR,WA) Taff NORTHWEST �X TRA FF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 REFER TO WSDOT LOCKING LID STANDARD DUTYJUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-03 SP�UCCEE KITS CLEAR EPDXY HARE RUNS ON ALL THRU 4" CONCRETE PAD 2' MIN. #8 BARE COPPER — GROUND WIRE 1 REW EQUIPMENT GROUN� , WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM - WIRES TO CONTACTOR (SIZED AS REO'D.) 5/8"4' COPPER CLAD GROUND ROD - ■ LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE MATH NO SPLICES. GROUND ROD FUSE KITS WICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE VIRES WILL BE #12 S.E.C. OR EQUAL AND IN A JACKETED CABLE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG GROUND LUG - 1/4" MINIMUM HOILE- DRAM HOLE II�'ti Wil- �,�1 I I t —CLOUN AMP I II 2" PVC CONDUIT �I SYSTEM I� CONCRETE FOUNDATION 3 50. OR DIA. NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2, IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. PUBLIC WORKS TYPICAL LIGHTING DEPARTMENT UNDERGROUND SYSTEM L OF CONCRETE FOUNDATION TO LEVEL VATH TOP OF SIDEWALK CURB. STD. PLAN — 119 APPROVED;, AS -BUILT 1 1 CITY OF RENTON COMMENTS 71ra REVISION E-nnv� CII I WYE SPLICE SPLICE KIT FEN %��■■■ i - I I ------- MINIMUM FUSE KIT & SPLICE KIT DETAILS Y O� ADOPTED CITY OF RENTON ♦ � Standard plans LST DATE: 1 1 /5/96 DWG. NAME: JR -12 SP PAGE: J013 STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT tt J FF <r - TERMINAL BRANCH BREAKERS FFF�--w 120/240 VOLT z TEST 16 POLE SWITCH F TERMINAL BLOCK— CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL MOUNTED ON NEAREST LUMINAIRE II C UTILITY PLUG (GFI) STREET LIGHTING CONTACTORS TO GROUND ROD WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) x STD. PLAN - 129 + 4 PUBLIC WORKS STREET LIGHTING CONTACTOR PROVE . DEPARTMENT CABINET SCHEMATIC f A VJG 4.25.17 LDH SURVEYED: DESIGNED: VJG DRAWN VJG CHECKED: LDH BY DATE APPR APPROVED: LDH SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONDUIT ENTR. AREA d d . a°o PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET'{ CABINET 6° 61,1'-0" —Grade Level 0 N ° N ° d ° FRONT VIEW SIDE VIEW Shim to plumb Shim to plumb See Note 3 See Note 3 }I #4 hoops }i #4 hoops o #4 bar each corner o #4 bar each comer 6" MIN 1" to 2" 1" to 2" ` 3/8" diameter plastic drain 3/8" diameter plastic drain SIDE VIEW 1�-6" Cabinet depth V-6° + 2" La 3 _ .. iv } a a U SIDE VIEW Cabinet depth V-6" } 2" #4 bar each r corner ' 3 _ ,, tV } a 0 V is #4 btlr each arner PLAN VIEW PLAN VIEW PAD MOUNT PAD MOUNT CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION For NOTES see Std. Plan 126.2 iY PUBLIC WORKS CABINET FOUNDATION DETAILSSTD" P - 126_1 DEPARTMENT ROVE �N'fC CITY OF RENTON Planning/Building/Public Works Dept. T-3927-11 IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE PINES ILLUMINATION DETAILS 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 PAGE: 12.25.17 IL3 N LO O O T co T O O W D J �N\ 1M� O O O