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HomeMy WebLinkAboutR-381408w 0 0 U W J LL 0 0 0 W L, Q 0 I I I I W X z 0 c� z Y J Q m 0 U V) Q CD 6 M CD N N E v 0 (DIM 3 �i I 00 cD C Q) d 00 0 En 0 0 CD W Z W _J 375 Eii•] INTERSECTION -- GRAHAM AVE SE STA. SE 2ND PL STA.: 32• Fr STOP SIGN.I INSTALL ON LIGHT POLE AS DIRECTED BY CITY INSPECTOR. I , , , , , , , , , CO RIM = 386.60 IE= 384.60 (6 ") I%Im- %juv.vv IE= 384.60 (6 ") FAlelM ;j JUAL ilk FAIJ RM LOYMI DIVA13 lk I D" DI Ul I kk Ill CO RIM = 386.90 DRAINS 0 1% MIN (TYP.) COPPERWOOD 927M1 r1C TLJC AIWi /A r1C TLJC 011=11A r1C 0Cr+ i= IE= 384.90 ELEVATION (TYP.) IE= 385.30 6" PVC SD FOR ROOF DRAINS ® 1% MIN (TYP.) IE= 384.80 (6 ") 1 \Im -%ju / .TV IE= 384.40 (6 ") DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. V 11� �v 6' HIGH SOUD WOOD FENCE T � 'OR'-.APPROVED EQUAL 0 U SURVEYED: BCE SEE LANDSCAPE PLANS LOW PT STA =_ 21 +87,21 .FOR DETAIL. 10' JOINT UTIUTY EASEMENT ON BERGQUIST PROPERTY TO BE I RECORDED PRIOR TO FINAL PLAT HtGN PT STA = 20 +40.00 BJT 4/22/15 38 1 ;�� ■ 2 REVISED PER CITY REVIEW lap 3/30/15 BJT DRAWN: RAG 1 1. CATCH ®AS1At GRATES T� STAN8A 1 L C1NG 1/15/15 BJT CHECKED: \� -- LOW PT ELEV 386.01 DATE APPR tW NO PARKING SIGN INSTALLED PER 00 HIGH PT ELEV = 387.07 Im 00 rn ©DETAIL ON SHEET 25. PARKING 00 Z WILL BE PROVIDED ON THE W OPPOSITE SIDE OF THE STREET. ww ATE! tfi�ss - 0 Q ROAD NAME SIGN INSTALLED PER .. W� DETAIL ON SHEET 25. S TA _;-­2­11+03.88 ._ : Lo D(ACT LOCATION AND NUMBER OF SIGNS • PVl _ STA =-_-2D + 4.0.00 Z Lj a • PVI STA = 19 + 4 Q.OD TO BE CONFIRMED WITH CITY INSPECTOR U N PRIOR TO INSTALLATION OF ALL SHEETS. v � __ Q_ i CO RIM = 388.80 IE= 385.00 (6' CO RIM = 388.00 IE= 382.50 NOTES: - 1 T � 0 U SURVEYED: BCE LOW PT STA =_ 21 +87,21 __ _ 0 DESIGNED: 3 HtGN PT STA = 20 +40.00 BJT 4/22/15 LOW PT STA = 19 +40.00 BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG 1 1. CATCH ®AS1At GRATES T� STAN8A 1 L C1NG 1/15/15 BJT CHECKED: - -- LOW PT ELEV 386.01 DATE APPR Il 1 I APPROVED: Ilff 00 HIGH PT ELEV = 387.07 Im 00 rn LOW PT ELEV = 386.57 00 Z N ( I ww ATE! tfi�ss - Z S TA _;-­2­11+03.88 ._ _ - Lo Ln PVl _ STA =-_-2D + 4.0.00 Z Lj N PVI STA = 19 + 4 Q.OD Y U N _� _. � __ PVt ELEV = 387.32 - PV1 V = - - ELEV 386.32 WIN - 2. CATCH WIN OFFSETS TO CENTER K = 33...:.3 K =50.00 K = 50.00 f3F GRATE. CENTER OF TURF. 1 vc son - - -0cac 11 _ _ _ 0�c�xa _ _ _ - -. o N. �� - n7 o o Qay o +ao - +a� _ M On + + sn +00 �. tn + - N N N 00 v- .. uj . -. w .. Li J .. w .. LiJ ..W W5 m ® U m m m tD PROPOSED GRADE 0 CENTERLINE •- AF 3W ryilzn AIG GRADE 0 CENTERUNE w - fi U tow _ _ - 1...:00 J .., .- - - tI t F - f f . t - 58 1 2 CPEP P 0 59 . -- r- o - , 8 WATER _- LF 18 CPEP � 0.5 5% (PUBLIC) a - _ __ " CRIER 3W - - - - -- - - - --- - t891fPE 1� - 8' TP'E1� _ z -._. _ _ STA = 21+87.21, 12 7', RT . = 214' 81.70., 36.50 , RT _ - � STA = 32 15.59, 12.17 , RT _ RIM _ 386.62 STA = 19 +40.00, 12.42', RT CM 2� .� RlM = 383.52 �, IE = 381.17 12 N ( IE = 382.62 12 W RIM = 386.32 - ', 375 1E =383 tfi2' Sfj - _ ,• IE 381.17 (12 W) TE _ 383.12 (V N S) - (B1- DIRECTIONAL VANED GRATE ) 29 L 30u CPEP 0 0.50% PUBLIC RIM _ 387447 - IE __...,., . 1.1 7 1.,2 E " 25- LF 12 CPEP -0 5 819 PRIVATE " tE = 379.31 18 N _ IE = 379.24 24" W _ _ ( ) .,_ ,. ,,,,. _ .. _ _ _ -. tE = 383.68 12" W t j 2-� ' If - 379.24 (24" i STA = 3 +9-1.76, t 2.17 , RT 24 LF 12" CPEP C� 2.47% . PALIC _ -_. - -_ " !•E = 379.31 (18 S) STA. 19 +09.41 12.17 RT � � ", 24 LF 24 CPEP 0 0.55�G PUBUC RIM - 386.42 _ tE = tE = 381 381 69 12 E _ ( 69 (12" SW) STA. - __ - 22+- 45.22,, 12.17 -, RT TYPE 1- PLam - STA. = 21 +87.21, 12.17', LT EXISTINS_- ® CENTER GRAHAM AVE • _ +E = " 79.14 (18 N} STA = 18 +00.63 1 -2.17' tT , , RIM = 386.27 W/ �� �� (P� ) IE = " 78.64 (24 S) RIM = 387.47 - - - - - - _ IE � . -. _ _ _ 381.49 (12 IVW} _ " - I IM _ . 5 .7.7 CT 385 �8�t- I�}IRE I4AIAL VANED, AT � E} f�OPASE$- "- - STA = 19 +40.00 12.42' LT 18 " tE = 379. 37 (24" SW) - tE,, _ 38..1.4.9 1.2 N.E _ ( } _ IE --- ......_381._.77 12 _ _E. -_ { j � CENTERU_ 1 -_� 31 LF CPEP 0.55% PUBLIC " 37 LF 12" CPEP ® 0.559° PUBLIC IE = 381.49 (12" S) IE = 382.27 (6" E)' 1 „- 5' RIM = 385.32 (81- DIRECTIONAL VANED GRATE) If = 379.37 (24 It ) IE = 382.00 (6" W 1 - 384.32 (6 W) 00 � O N 00 O m 00 M � N O N N O CD N N ►� O N CD N (� M O N O t\ O C7f N^ r'7 Cp N to I , i co CD LCD % CO N p! N .- 1� N M N N LO t\ ^ t\ c0 00 ca 00 ^ Cn In 00 (p Cn r- 00 Cp 00 cD 00 CO � 00 m CO 00 Cp c0 CO 00 C6 c0 Cn 00 C6 00 c0 00 to c0 00 00 Go t0 00 � c0 CD 00 Ln Cn 00 � � 00 00 CO c0 00 c0 00 00 C6 cfl 00 00 00 00 00 00 00 Cn 00 m 00 00 00 00 00 n 00 r� rn M ' `� M M IY) to M M M M M PO M M ''� M rr� t� M n M r-) M n M � 0G0 � N7 P0 I''� f � 00 n A 23+00 22+00 VEFMAL DATUM CITY OF RENTON CITY OF RENTON, NAVD 88 pEPAFRTMENT OF PUBLIC WORKS BENCHMARK FOUND MONUMENT IN CASE APPROWD BY DATE `/' 2R. tO (r CONC MONUMENT W /BRASS NAIL APPROVED BY DATE ;F/f/145 SET 0.65' BELOW GRADE CITY OF RENTON CONTROL APPROVED BY DATE POINT NO. 478 EL= 391.016 (JUNE 2012) APPPOWD BY DATE SCALE: VERTICAL: NAVD CITY OF HOW.: 1 " =20' HORIZONTAL: NAD 1983/83/ 1991 VERT.: 1' =5' �'- RENTON I ONE INCH I DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 1 � 1 _k 1 ' 1 SPOT ELEVATION AT OBACK OF WALK, CENTER OF DRIVEWAY. opt C/ 'NA L ECG C' = 1 T � 0 U SURVEYED: BCE m T - Z 0 DESIGNED: 3 REVISED PER CITY REVIEW BJT 4/22/15 BJT BJT 2 REVISED PER CITY REVIEW RAG 3/30/15 BJT DRAWN: RAG 1 REVISED PER CITY REVIEW BJT 1/15/15 BJT CHECKED: NO. REVISION BY DATE APPR Il 1 I APPROVED: Ilff SCALE: VERTICAL: NAVD CITY OF HOW.: 1 " =20' HORIZONTAL: NAD 1983/83/ 1991 VERT.: 1' =5' �'- RENTON I ONE INCH I DATUM AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 1 � 1 _k 1 ' 1 SPOT ELEVATION AT OBACK OF WALK, CENTER OF DRIVEWAY. opt C/ 'NA L ECG C' = 1 T � 0 U �- � m T - Z 0 Z ZN w Q_Q Z L Z w g Q N 0-4 04 Z O N 00 ZM Im 00 rn (0 00 Z N ( I ww Z r Lo Ln N 00 Z Lj N N .40- Y U N ROAD AND DRAINAC� PLAN AND PROI LE io /o e /zo,a COPPERWOOD F*aDEKM: QUADRANT HOMES ,O 14725 SE 36TH ST. 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