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HomeMy WebLinkAboutR-382710L_ ci CD W (1)UN �� 3 L O c c- U ��_� 0 cn - i a cn Q � 0 C o U O - O U -�L_ c_ U E E o cn Q Q) i > 01 =•c E T O a> o c U � o _0�cn 0 0 E E N v0 Q w E T 0 a) U LO -Cc � O -ao N 0 3 0 (n Ln _7 D a) C) N L C o -4- �0 3 U = -L 0 o TasQ_ N U !E :< 0 IA IC ID IE IF IG 1 2 3 4 I 5 ' 8 7 CONSTRUCTION NOTES 11 r '� %'�T6+ 11 1 1.08 = v �, ' O1 BEGIN NEW CURB AND GUTTER('6)NEW DRIVEWAY CUT PER 11/­��' + I �- / I N D / CITY OF RENTON STANDARD 104.4 r� / % / / /` 0 END NEW CURB AND GUTTER 7 NEW CURB RAMP PER a/ _ o o e o EP STA 32+80.04 / / 1 CITY OF RENTON STANDARD rn N - co 11 ..... ,/ �j I o 0 NEW STREET TREE, SEE NOTE 11 � 7�NEW STREETLIGHT, SEE DETAILS SHEET C5.6 �� wI I I/ � I I/ (�) w �, w'15 ,/ / 7;77T;,„ .'1 ��,", 0 BEGIN PLANTER STRIP 4�N /I'll �3rrnLO i�� �; 09 BEGIN SIDEWALK WORK ON NEIGHBORING PROPERTY Q Q j , , ,. F- 4 F- tom, i cn cit ,- ,I I � I ..: , :::cq,. cn N (n '/r i; 5 END PLANTER STRIP 1�11 ''I44 , /, //,,, .. % 1111 , , j , „ , , / :; I%%%�%%/%//r//,%%i%/rI//////%/i/// %///////./y r/1 = �,�� Ois, .... ... " , 1, 1111�11"el­­ N NEW CEMEN ,� U 1.1..11..,.. 111111,1, 1111,,, y �,,,,,,,,,,,, ,,,,.,,,,,.,,,,,,,,,,,,,.,. 1111 �n oc E AVE T CONCRETE SIDEWALK Ki PER CITY OF RENTON I I'll• EST LIMITS 1-- .,,F- F- ago ~ o F- ,. � �\ ORAl10N STANDARD 102 II+ ,, + , '+ + ,.. \ SEE NOTE 1 BELOW +-- _ �11/A� -1111, w w •. t/\ �i� .., ,., ..s.,,, .. 1111 moi/ ,,�.,.,,.,,,,,,,,,,,,, N rn b :. /�/�����%,. NEW Q ,�.. _ ro 1,,,,,, 3 EXISTING ASP ALT ROADWAY - . „ ��� �- �.�.. N �- N N �- N _ N' CURB AND GUTTER F -cn P141 44-"-_ -_ -_-� S. 2ND STREET/� //'"' EXISTING CURB AND GUTTER PER CITY OF RENTON _, \ r STA .,- TANDARDS '% %%///// , ///' _ _. _. .. - : \/ ELEVATION= 43.03 = , ___-- T ;; 2.4y 2.19 /", _ ,, .. ., 1;;1;11_. �� / ��� / -- 1 1 1 1 . . ... ... .. ... \ � iir r/r/ / r",ti / �% / /- 6� .. 1111. ... 1111.... .... .. .. ..,. ,,. ,, , ,,i/;;,,, } \ -� f %///%//////////ur/iir; ~ -11/ _ �- w APPROXIMATE ELEVATION 1111... _...�,. /i r 0 ON 7 HOT MIX ASPHALT OVER �,�,, e , / ./,. .,.......,._.. 1111, ,s ., .,, r ., ,. ,,; .. 1111 ........... 1111 1111.. 1111.. a , ,,: ,.. __._.,r.,sa: ,...,.,. -. .. ........... .. 1111. .. ,. ,..._ ,i' ". , r, � 1.111 1111 ,. .., 1111. 11 , . , „1111 ,,,,.,,�,,,,� 1111 .,<.,, � 1111 y 1111... ... ... a ,,,,_..;r;;; m m k r M 1111 1111, , ��� •'t�' 1__ - �a d ° ,,,„.„ s ..• AND DIAMETER 1111 , 1111, , / , ........... 6 CRUSHED ROCK -- , 11 ._:: j.::. a i , .... ... 0 a _ . d - - - EXISTING COMMUNICATION 1111... ............:. 11 �11 PER CITY OF RENTON ,� /1111 s „ - _9 d „�.,,,,,,,,,�. ..,,...,.,..-111 / d a r A s a31460 d e e-/ is 1111 ,, , „ LEVATION + 2 APPROXIMATE E STANDARD 103 Q d ' �-- Z i a e a.�� y„L_ j j/ j % 23.5 1111 ,,, ,,. OWNER TO COORDINATE OFFSITE WORK „: � K �� 25+25.6 EXISTING 2" GAS J0 LT TA =.,, ,; ' e /. 11 � r, ,. a ''r / �_ ; „ NEEDED TO MAINTAIN ADA ACCESSIBILITY0 e ' %/ / X2.74 LT i o,/ , i IN SIDEWALK` y t ° - EXISTING 8 a d dad`., - SANITARY SEWER APPROXIMATE ELEVATION ,! i - r _ 6„ 11,1171 ,I11 d t IE 36 63 \ % ,, / a I a ► I� _ STEEL WATER MAIN 11 TE I 11r, d e 1 i . a ° �., I I / / e a ii I �., .:_, , ;� �I aIII'll S. 2ND STREET, � / -/,: I � .® � e d .a I SECTION . .. . .. . �, " �­ �1 111�/,/ ,,, '; � �� :,0..... I_J I ", "o° °. I Ie11� � 1, � �� I 11114' 5 � ............I'll// % JL��!'//'�,",�] . .­­......­ I I � _ //// / 1. , , I IJ 0 _�1115 ; �1111 11 , �v �', 14/10' �. ..... ... . .11 ,/ .. ;: (LOOKING EAS /� 44 � I r d y / i > r ii e - a / r 1 a 4 / I ' 111� �J. r,,, r��,�o,�u` F, ,H,�„ I NEW CEMENT CONCRETE SIDEWALK 11 ,.1111,., // ' ,_ �7 ii 1 1 1 . 1 �3. ,ni �r�r,. i%�i,/Gi / :.,i 1 I -� N �!� f STA 4+88.07 a . I'd;; . 1 PER CITY OF RENTON ._._,. //�� -w' ° _ A 'd e - � STA 24+83.01 STANDARD 102 I I _I'll I 11,,,1111111-11-1 5 11 Iy 3 42' LT 12' 2. e dI'll :.11 y STA 4+77.77 3 , SEE NOTE 1 BELOW 4 ,: , Ji. 24.73' LT 2 NEW CEMENT CONCRETE EXIS NG ASPHALT ROADWAY , i.. O///%//% 2 +71.69 4 7 O F, 1111 ., %%,.rii i/linin' "', r, r.,., I111�11- �/ if -� 23.43' LTNEW PER CITY OF RENTON EXISTING CURB AND GUTTER ��d�,Foy 11 STA 24+62.77 8 STANDARDS 101 AND 103 /11425.46' LT °, ; 1 .0 I "I Al � z APPR OXIM A 11 I'll 4 H r ° : a 4+53.58 11001 AND DIAMETER. ,,,,, { 5 STA 2 " I e F . O EXISTING COMMUNICATION I'll I23.44 LT +47.77 11 ;3 - STA 24 APPROXIMATE ELEVATION e%//1111 ;,, 4 APPROXIMATE i //. /�/ s ATE ELEVATION _ 24 73' LT AND DIAMETER EXISTING 6 WATER MAIN a y. / _ ;; ,y STA 24+41.35 4 EXISTING POWER NEW 12" WATER MAIN o a, d I a B ° I 23.45 LT " " " - - _ _/� 4.22, 2 , : 7 HOT MIX ASPHALT OVER EXISTING 8 EXISTING 12 __ e e ` s STA 24+3 " ' � I ' � 6 CRUSHED ROCK SANITARY SEWER STORM DRAIN _ _ _ _ 22.25 LT PER CITY OF RENTON IE 37.89 IE 41.43 /(/ .,.1 d 4 II I /) d d I 1 ] f STANDARD 103 APPROXIMATE ELEVATION I'll I �11 � - I I �, � STA 24+23.66 5 EXISTING 8" WATER MAIN �, d MAIN AVENUE S. SECTION KM M A y. 23.45 LT STA 24+17.15 �., 1111.. . /I'll (LOOKING NORTH) l /„ ///i i/ r11-1 11" a � 4 y , . ` / pp i ., �tl , 2 70 LT 4 L TH /��rr. %, /1,11,1111"e [i 0.5 I. ,r STA 24+1 6 1­1�;le /,- 0 :: " 23.47' LT ..., ,,,,%i , % � �� %.i�, // 'p ', //ii riiii%?iG¢riiiil v11111,F /_ii . ,.,�,r ,�r/o ,r �/j ////: „ , j I � ,,,,, 11 'J ­a . �. 4 ,> 1111... - s d ..,; , 1,1; :, q 1 ��; STA 24+01.90 8 11 a a 25.44' LT 50' I d d y,� STS 23+93.02, y 1 4 j +- ° d e ,.,,'' ire.%ji ,i ,ilii , ,/iiiiiii�iii /i,%%/2/�/�/C�///f 1 O.....11 I I -9 II I - ; \ d STA 23+92.81 5 22.18 LT EXISTING OADE j r o " 23.53 LT STA 23+87.15 NEW 12 D.I. STORM DRAIN 0 - - ///--it r o 73' LT AT 2� SLOPE 3 - / ( . , I `1//1 24 " - I NEW 6 .I. i��ia,;� A s: i STA 23+80.33 4 M DRAIN ///.. O AT 2� SLOPE a e �I 23.58 LT i . I A A II I d i PROPO D GRADE .., a d d Q II a �.I APPROXIMATE ELEVATION ND _­,\ +65.18 y TA 3 DIAMETER EXISTING PO R �/� d r, ,, a 2 1.6 G „ /23011 ,/% , /„% � � _ d _ ,.. e o /-1. 65' LT REROUTE AS NECESS RY (�) , �� STA 3+56.57 23' COORDINATE WITH SE --- (�) d a 1, 1{ 25 09 LT �: d „ I :; d ., ,: a I STH 23+49.18 I0 ::� ��4H� 23.69 LT APPROXIMATE Y a e I'll I a e t 4.�, d I STA + 8 0.89' CLEARAN E �" 25.5' LT .a r; d ,� G. / . . , 11 e T a C !, ,.` ,:,imoi o,Ga,�oo.ijy%��i,//i//.,/!/%�O/%%/%/�/�%G%%%/%%/% . . ,! .. r - - _ _ ;=,�'rNb o STA 23+34.30 4 _ _ d ad O APPROXIMATE ELEVATI N / - _ _ _ I 22.33 LT O STA 23+24.09.0 O 24.73' LT STA 23+20.080 22.72' LT 2' It It NEW BUIDLING APPROXIMATE ELEVATI AND DIAMETER EXISTING POWER APPROXIMATE ELEVATION i DIMENSIONS OF EXISTING COMMUNICATION DUCT APPROXIMATE ELEVATION EXISTING 8" WATER MAIN SCALE : 1:10 � / 'I, � I ­ ;,/ ,,, , 11/// / / BP _3 - AAs __ TA 30+00.00 Al. o S GAS d Y s 1. 1. 1. „ .., `3 STA 22+82.77 c5;=, �"Wi_ At; a -X A 2+80.12ni0 � , / - - - 25.46 LT Approved : Approved : Approved b: Approved b: CITY F R,E TON Date: Date: Date: Sate: 11/1-1 /`- �' %r ,r ,> Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\1 401 2-0023- Renton - Heritage-Apt\dwg\ 1 4023-PLN.dwg Layout Name: C400 GRA1,HIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. AND UTAMt I K EXISTING COMMUNICATION 401 NEW E 1 CATCH BASIN WITH VANED GRAlE APPROXIMATE ELEVATION XISTING 8` C.I. WATER MAIN APPROXIMATE ELEVATION &STING 8" PVC SANTIARY SEWER 0+00 APPROXIMATELY A -0 AI r • . • - SCALE : 1:10 ETAL COVER 0+70 TYPICAL ROADWAY CROSS SECTION AT STORM CONNECTION, PROFILE SCALE: VERT: 1 "=5' HORZ: 1 "=10' NOTE: 1. NEW CONCRETE SIDEWALK WILL BE SCORED. 2. STREET TREE SPECIES SHALL BE GINKGO BILOBA "PRINCETON SENTRY; PRINCETON SENTRY GINKGO, PER THE LANDSCAPE PLANS. UNDERGROUND SERVICE ALERT ONE -CALL NUMBER O (800)424-5555 CALL TWO BUSINESS DAYS BEFORE YOU DIG IiiiiiiiiIII�IiIIIIIIIIIii� LA J C) C) CD V- M DMS W Li c) ZvE F WW��g,j w0LL 0. D (rZ_ • C ~2o c I in T m I Q N - N M MI, wJ�w J LU m 00 0 m i �w�W M _ U W ao � � w a CLW CL 1-1 N N 0 C4 z �d Q • , a • 3 F, N x %�_ o A w 11'L S � � F ��'Q 5 V) w N LU c cD )rn 9 Q 4�16 Q � cn z 00 R 10- Za 5 3 w LLJ E 2 E CO 0 VM gqr- Z cy. M w W �Nw � Qo J /p CL a Z .Mo � v v n`_ �c�w v o .. 1, •S E v o I U v+ o v to w N LU c cD )rn 9 Q 4�16 Q � cn z 00 R 10- Za C 3 w LLJ E 2 E CO 0 VM gqr- Z cy. M w O �Nw � Qo J /p CL a Z .Mo � v v n`_ �c�w v o .. 1, •S E v o I U v+ o v to SHEET TITLE: 2ND STREET a MAIN STREET PLAN �� NO. C4 0 1 1 � , r �1, - --, i SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 70 r. Iiz c) I- z LU c cD )rn 9 Q 4�16 Q � cn z 00 � �-' 10- Za C 3 w LLJ E 2 E CO 0 Z cy. ~ w O �Nw � Qo Z N W � N 111MIN11 FOR CL r» -r SHEET TITLE: 2ND STREET a MAIN STREET PLAN �� NO. C4 0 1 1 � , r �1, - --, i SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 70 r. Iiz c) I- z �= Io c � I �� )rn 9 bpm P b 4�16 �,-M z m z 00 m 11 C %*4 0 > Ln > 0 ;� a0 DE :,� I , • Im =� 9 1 -0 p n" Yi n K J z z rn ED > cn > M � I �� N 5 c� bpm P b 4�16 -' 80 o�"t y M WM CA 00 t-44 C %*4 cn > T C' 0 v 10 poD C cn