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HomeMy WebLinkAboutR-422909w Q z w A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON rn _ N SANITARY SEWER MANHOLE '� xti tiU �` , `1 RIM=21.33 Q.W PER CITY 68F 8 5 a 4 / - - - - s��, - ss �3� • . J i� TYPE II a , IU) IE=18.38, 18"CPP NE CATED R ANCE #° m I V RENTON ORDIN ° -" / ss SS x titi�� Q 22 ,.:.. ;E O RIM=21.49 i °� IE=18.37, 18 CPP S o I sSZi z IE=14.65, 8 PVC N a � � N � ss ti � �, � N'�- �i IE=14.75, 8"PVC E l �~ CONCRETE ° I , _ -' ss 0 I x o 0 o V / GPs 0 - _ _ IE=14.71 8"PVC S "BURIED I J QQ 3 ss x GAS" ° a I a II ` ° SS W a Ica Ss 1ti ASPHALT S .... STORM DRAIN MANHOLE Q I ss / / lti• ' GA ° v . : `- TYPE 1 ,Z 6° to °:.,..:.:4X4" RIM=21.28 0 . 21i tit 1' So. Ss ss ��.T/� l °�gW ANCE 04683 0 ' ° GAs_ : P - F ��ti'I� 4 1. ;F., Q GRA_ VE`. ;�o IE=15.21, 12 DI E "STOP"a - ' Ss g6 �'� TON ORDIN 112p03g0 ' s, GAS -a' - 6� 22.5s r 3' tip IE=18.34, 18"DI S " - ' w Ss x ti1 REN NO. 1g97 <, ?s' ° CITYCO os ss o0 ASPHALT I ' REC _ cAs-a v^ _ o"P- . R O PER 8 So 0 13 9/ a ( h �' v I S ' u y1� _ per- G .° 40F1P,' g ACAJ ED �R INANC Fo 22s3 X / x 7�� I 2 RE a a aSo ° CONCRETE . ; X ti�1° -y$' - - - I I WOOD MU SD cjL a / v - SD 9 5 - v w ' STAIRS ° ASPHALT I •' / x _ so.. 'FO a.. 4 v y, oY ST. 2� w " ,oNP' Ltir o 6 EXIST G l TT o ,n' s- ' 5 I e�CAFRO ti. BUILD NG �o ti s 12�H o cA N �xo _ �° �. ,�otio: GRAVF��e tip$. _ _ 9 .VV , I E I \ 1Q`L_ GPS_ - a N � a F ° oho D A� E - _ �- �- - - a �. STORM DRAIN MANHOLE ? j� I I I BAl CON I • • TYPE II I STORM CATCH BASIN S I I F C E �'� I I ...gyp.. °. � GPS 0��� i; � � aNP' / 6•'= • : � o � � RIM=22.92 I TYPE I S 5&12" CIEDAR \ ASPHALT _ I I P \ go �' 64 IE=19.76, 8"PVC SE I RIM=22.49 I \ \N / �1„ IE=17.10 15"CPP SW IE=20.34, 12 DIN STORM CATCH BASIN S I RETAINING BR THEPTON" I WALLS IE=18.69, 12"CONC E TYPE I 14 -D 1� a ti X "EMPLOYEE OFv'��a STORM DRAIN VAULT I IE=18.46, 15"CONC W I RIM=23.55 `2?,31 WOOD YARD 0 PARKING ® x i� FO ( ti TYPE II IE=18.02 12"CPP S 6 Fz1 STAIRS- - t THE MONTH" �; DRAIN 0 0 9 RIM=23.59 » TOM DRAIN MANHOLE IE=17.97, 12"CPP W I 1CONCRETE sD o IE=19.14, 15 CPP NW „DEAD END" SD 2° / o Q '� I l STAIRS TO--�'`.` „' ..•.. :..,. STORM CATCH BASIN I RIM=22.11 116I CI 2 2 6 MONUMENT POSITION I S 0 I �' I TPN 3340402820 I / �AOrENT STORM CATCH BASIN ti1�1 1 TYPE I IE-14.51, 4"PVC SE 10 BAY ESS X: OF SURVEY TYPE I X \ 0�5 / \ SIRE / ( RIM=20.89 I A & D RENTON LLC BOTTOM STRUCTURE= 12.36 I DOOR 9404079012 I cC 2 \ ° OR, NOT FOUND RIM=20.1810 0 99 ��� o IE=19.23, 12"CPP SW 3" PVC, PUMP WITH FORCEMAIN E Q00 2396 rya I I LS `' .GRAVEL' IE=17.72, 18 CPP E x�iti 9 Ix °' I I gP� I Iv --', : ;.'..:•' , IE=17.46, 16"CPP S \ 9 0 16 70 I _ 9-::22; WA TEA I ti 3 TPN 33 �4'b2850 EXISTING I EMPTY 23 I 1` \ \ IE=17.35, 12"CMP W g I I 5"MAP 23. " a BROTHERTO ADILLA u" BUILDING TEL TEL . �1 9 - - o ... g. 0_ STORM CATCH BASIN I 60 / �I �', I I CONDUIT ( �•,� ,)_\�1• TYPE I o 7° II 17 o , 10" Ip RIM=20.93 ° I �x NI 2g8 �' ': I 2X1&4X2 so" L so I P'� m o 2X3 IE=18.16, 18 CPP N I o m YARD DRAIN o 85 23.28 P - / IE=18.33, 12"CPP E I (�06°96 � g I �- 8 0 9„ I �x�X� o \ ti�i 23,` RIM=23.10 �'I IE=18.19, 18 CPP W I I 2 \ TOP OF DEBRIS 15,92 I I u I I 3 ASPHALI CURB �9 I F.F.-24.04 _ �� I I I �11 ti11 I ASPHA T m _A 1,297,171.33 CURB END ' o koo xti I I I (x 2 I of I 12�-E:1,297,171.33 �' I I 1�o x I I x tio51 I ) N:174,161.35 _ 2,3 0 / I z \ N ' 3 , a_ 3' ��6 E:1,297,177.22 I I \ I {-� - F � � i STORM CATCH BASIN I I � � CONCRI STORM CATCH BASIN I I J l CURB o ,BUILDING ' TYPE I I ti I I �y26 \ STAIRS I 96 p06 I 5 / N:174,158.57 �69 m N:174,159.11 - RIM=23.66TYP/ I II _BASEMI RIME20.48 I N x E:1,297,168.26 E:1,277.17 ' IE=19.65, 12"CPP N I I I I\ I ACCES: a6 E 55 CURB START IE=19.76 12 CPP E LQ I I I \ I �� IE=19.30, 8"DI S x I Ixtio• I I I 2�1 T R• N:174,158.87 - ' BUILDING IE=19.76, 12"CPP S IQ N:174,157.55 I I RE INI G ti11° VAC CITY F R E:1 297,187.08 IE=20.38, 6"PVC W I WALKWAY 1 3 I ti��1 2 313 BUILDING E:1,297,241.07 I N I I I WA F So N:174,151.99 I >3P 19 70 1 F.F.=23 N:174,158.73 I I / N I I I I I YARDF�2� �E:1,297,113.69 1 I 6 E:1,297,193.08F=24.00 I I DRAIN STORTYPEM CATCH BASIN ^n { �I 1 I I ti o X �, soI I I I I I I EXIST RIM=21.65 WALKWAY \ 4 :: GRQ' CURB TPN 3340402885 I II BUILC �, 1N 0- PARKIN \ �' BROTHERTON CADILLA STORM CATCH BASIN I g I I I IE=18.74,12"DI SE N:174,150.84 _ 7 ss - s ss - N:174,153.52 TYPE I I 1 IE=18.54, 12"CPP NI, E:1,297,108.57//N •,� CURB E:1,297,186.95 -BETE I RIM=22.55 ASPHALT 5 N:174,153.83 / / - R= 3' / 1 IE=20.28, 6"PVC W STORM CATCH BASIN I / „ 0 PARKIN a E:1,297,\.15 • \ / 2� o / CURB 1 ti ' I I IE=20.02, 12"CPP N ' 13 ❑9 I I I /� TYPE I I I 9� \ 23� R= 3' ,\� / N:174,150.62 I I I I RIM=20.62 I C \ titi9 E:1,297,183.88 I I I I (D IE=19.03, 8"DIN ��1ax� I a6 �6 6 a -;•;s' / / CURB I I I I / 0.x tit• 2°l I \ �N:174,150.86 C I I 20 ggd0 IE=18.69, 12 DI SE 171.15 & IE=18.70, 12"DI NW \ I \ ••• • 11 \ I / o E:1,297,1 \ .•.• z LQ y ...: STORM CATCH BASIN I 95 6 2 I \ I 3 TYPE I U a :.•. ti. 11 w X RIM=23.25 I I �1tik 3 �y� RD / �� IE=17.89, 12"CPP N 51X I X ,V •:•�• • �g5 1 \ - STOFCURB START X' „BUILDING N:174,081.48 I �. I ........ , „ IE=17.86, 12 CPP SW I �g0 1 / \ 20� N:174,066.75 RIME:1297,241.20 -, NO PARKING N 16a 1�� • ep o2 - i E:1 297190.83 �� ,,•:.:; ai I o _ x 7 IE=20.14, 4"PVC Q ti1 LU 7 \ / I CURB _ „ _ o a •R o II IE=19.13, 12 DI NW NRES VED" MAG L \ 8 N:174,061.76 z / / �' II 5_ •••�' SITE M #3 E:1,297,190.70 % w ©� 96 WALKWAY R� 4.25'� aw 4' ; ` N: 1174089.20 \ \ p. CURB ti� - ' � L� w ! .5 N:174,067.75 c�. A CURB E. /A7167.08 �\ V ED p RENT N N:174,061.75 ❑7 11 z _rn E:1,297,111.67 'I N:174,062.29 V. 22.95 CIT 46 E:1,297,191.19- o w titi ° .•••• E:1,297,168.90 69 N C g 071 0313 CURB END BUILDING ASPHALT Q I`=' �"' w x 6 WALKWAY I I �lX$ti19n / °x� / O.W. \ 1 2 , 3 ATE RENTON x N:174,066.21 N:174,065.58 \ _ _ w' N:174,067.87 a 9 CON . V Cl Y 10 IA. STEEL E:1 297 212.99 E:1,297,238.81 _ - w E:1,297,106.06ti 40 4 0 , _ .� m NO �g6 CURB' OR,- . 96 1 8 ... tip` CURB w w P xti . ATCW TING 7/ \ ; N:174,059.37 �' - 4 ••:•: ... ••• • - wN:174,064.70 �� 79- _ -23- - - - E:1,297,165.83 P 240.79• � - R 6 E:1,297, � 6U� DIUS 10 8 INS GROUND �� _ - 1 titi � 9)f5 I I o . / (TYP.)- _6» �o.E (x >� F 1 w 4 w �" ss / A' T 5 9 •• • • 23 BP w x �� ss CURB TELEPHONE .� C I� I 6!�5� \ .�.::. .•: titi• titi69 ,x, 4 _ w a� N:174 062.80 RISER / �, < I - •�:•�• •:.•.•:• �6 x xtiti' CURB E:1,297,239.23N \ w 1 ...�. N SANITARY SEWER MANHOLE N / - w s N:174,056.81 I TYPE II SANITARY SEWER MANHOLE Q x - TYPE II WALKWAY R, , ' w - xti , Ss �E:1,297� ,75«�� RIM=23.23 \ 6 „PVC RIM=22.92 N:174,051.55 0 , w - I s ,,.;• ,; .; / 2 MA IE=17.07, MAPLE E IE=15.70, 8"PVC N 69x E:1,297,111.28 I so _ v� Ss 9 ti� ti�79 IE=17.01, 6"PVC S IE=15.85, 8"PVC E xti. I , oya1 _ w o �xti�' ' CURB ;' GRAVE M P� `� "MAPLE 4 'IE=17.19, 8"PVC W �� ss ' N:174,048.93 . ...:..:.., '. 3 ST' FIAT EXITIN � � SS 1 E:1,297,178.03 14 � "NO PARK Sow. 1 rH E •� s SS Ss 56 x 2�k9 B„ TED R.O-W-ENTON THIRD AV -x I ss �� a x titi' � ,23 N:174,049.79 - LANDING R 84 E:1,297,181.85 ' N:174,061.34 1k46061402 a 9 titi' 24.0� E:1,297,207.86 STORM CATCH BASIN �' / 23 ti 1 o x _ �X 1 / TYPE 1ti5• RIM=22.71 3 2 STORM CATCH BASIN NORTH IE=16.69, 18;;CMP N Ix ti IOO x I �� x TYPE I LEGEND PROPOSED FEATURES - ASPHALT PAVEMENT CONCRETE CAST -IN -PLACE CURB X X CHAINLINK FENCE - - - - - - GRADE BREAK GENERAL NOTES 1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.26 2. SEE L1.0B FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3B 3. ASPHALT PAVEMENT MARKING PAINT SHALL COMPLY WITH WSDOT STANDARD SPECIFICATIONS 6-07 AND 9-08 4. ALL RADII DIMENSIONS ARE TO THE FACE OF CURB, WALL, FLOWLINE, OR SIDEWALK, UNLESS OTHERWISE NOTED 5. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS (WITH A GRATE) IN PAVED AREAS PER CITY OF RENTON REQUIREMENTS 6. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER 7. ALL DAMAGED CROSSWALK AND STOP LINE PAVEMENT MARKINGS NEAR PROJECT SITE SHALL BE REPLACED WITH IN -KIND HOT EXTRUDED HYDROCARBON THERMOPLASTIC MATERIAL 8. SEE WSDOT STD PLANS F-40.12-03/C2.3B, F-40.15-04/C2.4B, AND F-40.16-03/C2.5B FOR CONSTRICTION OF SIDEWALK RAMPS TO 12TH ST AND MAPLE AVE. KEY NOTES 1� INSTALL ASPHALT PAVEMENT PER 201 /C2.3B INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3B INSTALL PAINT MARKINGS AS NOTED 3� -SEE DETAIL 203/C2.3B FOR NO PARKING ZONE MARKINGS 4� INSTALL CAST -IN -PLACE CURB PER DETAIL 204/C2.3B S�INSTALL CURB AND GUTTER PER STD PLAN 101/C2.4B INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.4B 7� INSTALL SIGN PER STD PLAN 129 AND G136/C2.4B INSTALL STRUCTURE PER STRUCTURAL PLANS CONTRACTOR TO PROPOSE ROCK WALL MATERIAL TO ARCHITECT FOR APPROVAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10 INSTALL 2' WIDE DETECTABLE WARNING PATTERN PER WSDOT STD PLAN F-45.10-03/C2.3B 11 CONTRACTOR SHALL COORDINATE WITH UTILITY PURVEYOR TO LOWER FRAME AND PROVIDE NON-SKID LID AT COMMUNICATIONS VAULT. PROPOSED RIM ELEVATION LISTED ON C3.113 sitts&hill CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 r f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 ` http://www.sittshill.com/ 46449 of Project No.: 19480 Project Mgr.: DCD Ss��r►AL £�G Min Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM 0 R-422909 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 HORIZONTAL CONTROL/SITE PLAN (PRIVATE) HORIZONTAL SCALE: 1"=20' 20 0 20 40 SCALE: 1 "=20' SURVEYED: SCALE: DATE: VERTICAL: NAD 1983/1991 C T Y O F NAVD AS NOTED HORIZONTAL: 1988 DESIGNED: • BROTHERTON BUICK-GMC - RENTON 3/1FIELDBOOK: DKM/RJJ RENTON • Call 811 DRAWN. KLK/DKM ONE INCH DATUM M DRAWING NO: • C2.013 � ^ • 0 I�..,{ ^ • two business days CHECKED: AT FULL SCALE NCH L Planning/Building/Public Works Dept. HORIZONTAL CONTROL/SITE PLAN IF NOT ONE I before you dig NO. REVISION BY DATE APPR APPROVED:SCALESCALE ACCORDINGLY (PRIVATE) SHEET: n OF: N T O O N ,i1 N T O O N Q J LO O O N N A u