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HomeMy WebLinkAboutTED4003243.45 Ex SANITARYRIM 434.78 SEWER MANHOLE PORTION o the S.E. 1 /L. , S E G t I O N 4, TO WN S H I 2- -N; A N G E 5 E ®, W. M . � EXISTING ROAD FRONTAGE I I 8" PVC IE 419.56 W IMPROVEMENTS UNDER CONSTRUCTION 8" PVC IE 419.54 E \/ NOTE: CATCH BASIN OFFSETS ARE TO FACE OF CURB OR I I 8" PVC IE 419.50 N �\ 1 FLOWLINE NOT CENTER OF STRUCTURE. GABION OUTFACE BY DALPAY SHORT PLAT I I I I I STA 1+00 - BEGIN PA ING. P P� , STRUCTURE (SEE _ I I TIE CURB, GUTTER & SIDEWALK o `r� �� Q ' DETAIL SHT. 6 r TO SAME BY DALPAY SH T C OF\ �J �Q3 / \ TO BE FIELD STAKED) ) valves o 15. PLAT (MATCH VERT & HORfZ.) Q�23Q N00°05�32"E 639.88' /� • Redmond Ave + -77-- 7� : I 90.0' 80.0' 50.0'Northeast I r-------- -- ,------------50.0 /.' 1 1 I �� lZDLril ,iT- tg= Ex STORM DRAIN MANHOLEEXIST SIGN TO BE RELOCATED31RIM 434.55 ..Q 1 • 125 I I �i 30>T AMEO 12 ADS IE 423.39 WD1*}w IBACK OF1SIDEWALK 1 12" ADS IE 422.90 E��` I ---- --12 ADS IE 422.67 N °\ N' z i \ i I / -I I r - - - - - - - I Op / s2 RIBOTgRY II /Cr W I - i OEx I0 0 I i o I CATCH B +z I I I C3RIM 434.66 12" ADS IE 428.80 W U i I, �n ; I I I 0 ( I S LIT RAI FE CE AL NG 116-------- I 1 ' I -+- -r- _i TEE S ® / , I I 12" ADS IE 428.49 E I II I - - - - I Ui - RO ERT LI E W TH / 6 - END C RlP ° i h 4� _ _ _ _' o / STE P S OP SIG EE / UT �P� E. A ON�SU�f2 C o II I �� , 1 - -90.0' _ I II DE AIL HT. 10) / �i�QUN �1 P�P , II 1 1 1 1 11 EDGE OF 40� z � I Q �) 10 AD��.-ROW -1 � ' � II SOP / B i W D, I n� Power box II ..�..a I I l I-- ------- 10 I II U. . Ay III c,�, XI I I ( I 60.0 _ �� I I � I % \ I / E 0 "�J I II � `�'I ' r I % RE I I 1 I / \�I PUBL 50 FSAWCUT WLINEMIINSTALL FROM II °� lel o SIDEWALK POLE BE�IIND I / I 1 I I / DRA� ING \\®\E @ S 1 I 13 -+-� 10 i I I I I A Eb4 T APPROX. 11 NEW I- II I I Lo I I C) I I •/ ASPHALT ROAD SECTION. III I• i 2 I co \ 20I0' I - - - - - 6" PVC ROOF/GUTTE}R \ E_ GE F 3 % ?� / SEAL JOINT PER CITY I DRAIN TYP < SIDS. I 3: II � I � i 67 PVC ROOF/GUTTER `� I � - - - - - - - - -1 � � / ( ) �I � .� OP I �..� I � �' � ( DRAIN 1 (TYP) I � 1 I i II - - _ EN S�T�V / F Water "' u� I�------------ �._ I \ --410 / meter I III 0 I "' r 90.0' I \ �,' �3�PUBLI v ARE / e/ __®�___ - N I -r EABE NT I 10 BL 7 III I 20'FDRIVEWAY -I I I I/� I 91, �,, ( a ! I ( 6 PVC ROOF I \ \ 020 SF / Water I II (TYP)3 I DRAIN (TYP) i I }�� _ z ) meter I °II I I 1 1 ----j I / 1/ CB 8 TYPE 1 \ \ / ® CBI 7- TYPE 1 ! N ,J STA. 2+45.84, 74.59 L I � AIM: 428.03 ✓ \ ��. � __ ___ � o STREET NAME SIGN II -�-'� I -ST 2+40, 16 LT I �I � (SEE DET. THIS SHT.) I a �`"� I z , RI 4�, -4.0 ✓ f =' _ __ _ -11 "NE 19th ST" & I I I IE 6 �,�5� I j ,' \z5, lLo 45'R \ \ _ _ _ - __ - _ - -- 420 ---_ _--__. �� / \ RIM A LE AS 0�12ca. �3 _ � � i � _ � j CURB 50.5' R 96.E --__ '.�.,\ _ � --. „ 1 „QUEEN AVE NE" I i� I , ��\ 1 HCP RAMP ` CB 5 TYPE 1 1 - - - - - - - - - - - / �/ 42 .0 2 , ,& W) \ o r- - - - - - -�- �PL1 H I PT CURB C 6 - TYRE 1 I , i; \ ROW PROPERTY LINE WITH / L / SO ID OC ING ID y I 2+3s.s7 STA. 1 +55.5 14 LT I , U Drivewa I I �I Y2 DELTA STA. 0+41. , ' ° RO: 429.3 ✓ � � a_ I `-STEE-R- SL SIGN SEE / m I ✓ � : I IE 4-26-.3-R -�- - - 86.08° �8s \ 428.5 1 I �€ _ __� Ex CATCH BASIN I I +� o I I "' o I DOUBLE 6 SWINGING DETAIL SHT. 10) / \ �, I RIM: 432.36' _ I + I �' STEP SIG - - / \ S RIM 433.55 I �, I I E- 7 - 3° P''BLIC� ;- r'� iv oln I CHAIN LINK FENCE GATES 00 6 ' „PVC IE 429.57 N 41 s2 11 ! o~ ASEMENT I,.` INS AI MONUMENT : I p CB 4 ---- 4y ,. ., � a12 ADS IE 429.39 W II I - - - - - - (PEA STD. I _ , STA ? 46.02 5.50 RT 6 HIGH CHAIN LINK � .� 12" ADS IE 429.35 F ( � � I I �`i5.0y - - - - - - - - - ��.� - �^ �" � _' �,� � , ----. ® c I 2s, 5' I SIDEWALK �,W #H031 oo U / R1 v�1: 4 Z�, FENCE I CB 3 -'TYPE / ® �I o I� II 3 1 i 'P "� IE: '/ -& 124.-7 1 0 LOCATE AS SHOWN I 11 ^_" ^PE. RIM: -�}Z,3.Slj INSTALL MONUMENT I I I I :- �� 38.5' 12" CPEP 4. l� 2 S7- / / 1 IE. .-� 424 • d i 1 (PER CITY STD. - 1 , �' C,� ?C�o „ #H031) Drivew01 y �o 0o I I ®4�9�0 0+50 34.93 % ,I / / I 30 - 12 CP P ' I 2 �, -50 +50 / / I \� \ © TT ATC B SIN #1 TY E 2 54') r N I RO�d-_ 8 V+fiv H, - - �- 15-DRAINAGE EASEMENT - - - - - - - - - _ - �5�`/a WITH LO RE TRI TO PAINTED �;- NEW ASPHALT2--00 2- 2 . _ I- I RIM L: 4 0.0 9 I Ui i STOP 1 R 14' 121.5 - 12 CPEP @ _O I , I �IE: 12" W 23. x 10 RAD. ASPHALT I C� 0+21 e n Ave,1�ue Northeast z Q I II I _ _ -- c_' - I I SERVICEVROAD �' �I I I IIE: 4�3 (12",E)4 3, S APRON. DO NOT (I I I I ( ) 0 cn I - - .� _ _. ._. �• 3% - WITH SOLI L CKIN LI ENCROACH PAST PROP. I o o I _ s U II + I .. 1`_ : - 430 s0 007'43.,\N, 51 5.02' _ - I j 39' - 12" CPEP @ -6-.�0 _ - 15 I I ISEE DETA L SHT. a CORNER I III I i.4� I _ _ 1�T I I I II r - 1 _ IGH SOLID � _ _ Water Power I XIST. HOUSE - �' STA�0+g5 - - _ _ - I I I I _ F�p!?OD FENCE I I \ I _ `� _ � -- - "_. 1 �' ' 112" CP�P I STA 3+05 END I 1 GRAVEL OR ASPHALT PAVING, 5 END - meter ( pole CENTER6 MAIL BOXES STRUC E _ I - ( @ - a I 6' HIGH SOLID S RVICE RO D I ` _ _ I I° 1 SEEM IL BOX DETAIL SHEET 5 END CURB, GUTTER & I I s y �_ .'ate _ _ _ I " AND SEAL. MATCH' II BEGIN FENCE WOOD FENCE /� I _ I I r�i N TJ a� 10+25 , SIDEWALK I I p f=11W`� _ _ate l _l - I I I I I 1 1 EXIST. GRADE III 1 1 -- - I 1 I I I 10' RAVEL i 2�- I I I II F o a ®30 / _` 3Q 1 jiS - - r - ° I I I :1 I I 61' HIG CHA LIN CJB o (D EX. EDGE 9 SER CE ROAD _ - 1 ou L I I I I FENCE d `� - _A I 3 a� I IS ASPH. �jQS BEGIN ASPHALT 1 1 IE: 421 ✓' i > Water 0�2 42" MAX \ TAPER @ 2+00 1 / - ' LEVEE I I I III I I I I o / C= I cj ' ° �� INLET 1 I II > meter 24 MIN -i I \\ \\�\\ / I : 1 1 �� �-�� I I I I Driveway BRAIN E RETENTION. o o FOR ALL RTERIALS I I C� �- � I 'LEVEL 2 NDETET.ON STANDARD �� FENCED POND WITH 2: 1 SIDE SLOPES Q° Ex CATCH BASIN � I I 1-12„�- 2-1/2" Q \\ \\\ ra = II f r I I G RIM 433.89 I I I Ex Hydrant i r i� "QUEEN AVE NE" ELEVATI�SNS: l� 12 ADS IE 429.95 NW I_� p 12" ADS IE 429.90 E ,�._ I ° �., TOP�%429.® \ \\ --__ _ , __-~� o STD 90 BRACKET OR 360 ° o> ,: 5 3�� I \ \ \ I TRACT '� Gas - / ADJUSTABLE BRACKET IF NE 19th ST• 50 YEAR WATER LEVEL: 428.0, AREA=- SF sn'� `r I \ \ ;_� J-� I rker G Ex SANITARY SEWER MANHOLE'--- - REQUIRED. Q RIM 435.33 Edge of�sphalt PIPE CAP -� BOTTOM: 423.3 AREA= i43 SF246+ W � , I �StS "0 13 END HIGH P 8 PVC IE 421.19 N Sign �' VOLUME PROVIDED: 18� CF 184ss U' SOLID WOOD G ` A A 8„ PVC IE 421.04 W / o r CO Gas _ 8 PVC IE 420.99 E I 2" GALVANIZED 2' MIN VOLUME REQUIRED: 15588 CF C cv �- 00 G marker FENC _ _ _ _ /_ _ _ STEEL PIPE CLEARANCE FROM D z 6' HIGH SOLID Posts G �_ �� - Q_ �- --® FACE OF CURB I G Q Sidewalk I �' 10' MIN• WOOD FENCE CEARANCE IF WATERQUALITY: G I G - - EMERGENCY OVERFLOW WEIR: _ -: NQ CURB.- W W Flow line of _ - Q vertical curb I 1®' WETPOND BELOW DETENTION STORAGE -G �MP' __� G _ - _ _ 6.0' WIDE, 15' L�o�-'w P RAP I QL (SEE E•T.-SHT. 6). WEIR ELEV: 428.5 8c gutter Water vale '____ TOP WETPOND ELEV: 423. R - SF ° Queen Avenue I- Mail _ BOTTOM WETPO JDc- 419.0, AREA= G �� tine m � �� I box CEMENT' .° _ - - - SI'Cl�SS10n Northeast I 1-1 2' CLASS'8VOL ICI M. 630 F G ° �, f �_ Power trap _ 31 I G VOLUME PROVIDED: 9 740 r - 2 retaining wall I 5/gth"u _ - North 1 /4 com r f <; ° `- �" ec i n 4,TownaiP MINUS .;. ; _- -- VOLUME 5886 CF - - - _ _ o , „ , Flow line of 23 N Range 5 E, CRUSHED - `" G _ - - N00 07 43 E 324.41 extruded curb foun - - --{ 174 comer oi-� ROCK --_._.__ '�,._ - _ w 3 Section 4,Townshi �' 'r _ Visited August th, 2001. --- 23 N, Range 5 E, , _," found monument, 1-1/2 _ `- - _ 75 J. Jq�, GRAPHIC SCALE - incased. CDR #1325 ``nn 53 rn Visited August 7th, 200 '�� Qom` of WASyr �F. W. g0 3 RECOMMENDED FOR APPROVAL � ��� "ce 20 0 10 I 4a so 4?_ ''� 0 5yS8919'28" N 5190.24' � �G` 2b78'18 1306.03' 653.02' 653.02' ` v _.. _ ....,w_ z 0 W West 1/4 corner < Section 4,Township 23 N, Range 5 E, brass disk with X , incased. City of Renton Control Point No.369. Visited August 7th, 2001 o, 0 CONTROL DIAGRAM ' C; _ 3Z,4/3 v� DffjUL [gyp 4O w eo AS- r- � NE 1 th ST. 326.93' S89' 14'41 ' _ 1307.72' pap F I �.D suRv E1 0 326.93' 6 653.86 z o o 3`� CENTRE Pa 1 it`C-E r7 W N pp 330.02 sufzN �� l h1► G + i t OS' N LO 'W$ 327.35z 89'0955E 2618.81 11to . BY. DATE. 3v Lam' 20734 4t �SS�EGISTERENG\� � OVAL E BY. , DATE7,1r��'� EXPIRES: 3 1 2006 BY. DATE BY DATF- NO. REVISION BY APPR. DATE GI'T'Y of REN'TUN IN FEET0) ft 1 inch LU� 04� �� DEPARTMENT OF PUBLIC WORKS ROAD & DRAINAGE PLAN ENGINEER: JA EGER EN GI N EER I N G SUNSET CREST SHORT PLAT 9419 South 204 th PI ace DESIGNED: JJJ DATE: 2/10/05 FILE NAME: Ken t, WA. 9803� DRAWN: JJJ Phone No. (253) 850- 0934 CHECKED: JJJ SCALE: 1 "=20' FIELD BOOK: PAGE: Fax No. (253) 850-0155 APPROVED: SHEET: 4 OF: 12 DIRECTOR OF PUBLIC WORKS •q B3 kF• :30a 3 // SCANNED OCT 2 8 2005 �C I WN MAY `# 1.