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HomeMy WebLinkAboutR-407210a ° 4< ° I . . . . . . . . C . . . . . TC/BC ° TC/BC ° PT 163.48 163.36 STA:10+35.76x lO�LT STA:10+34.56, 10' RT I a I ° 1 . . . . L=150.75 . . a a a RAMP CENTER ° FL=151. 76 ° PC STA:21 +26.20, 23.97' RT 151.. . ° I. STA:39+52.69, 21.56 RT ° 149.00 FL=150.86 151.11 ° ° 5 x5' TURNING . ®. .I FL=163.20 AREA I TC/BC TC=162.91 �° 148.95 150.94 TC=151.39 1 /4 A BC=162.41 TC/BC . . . . BC.*150..89 . FL=153.22 TC=162.90 ° 114 A ° . . . RAMP CENTER / FL=162.67 150.89 1/4 d BC=162.36 .i I ° I FL=.150..88. STA:20+98.31, 21.68 RT I 8S• ° a a 5" . ° ° 0 ° 15I." `' 1..0% . . . . FL=153.36 159.56 �o ° 148.90 412.9 TC/BC © . 153.43 ° T618C, . RAMP CENTER i; 148.95 ° S� a +50.35, 13.00' RT `q? � TC=148.75 47' ' R=35.00 FL=148.22 BC=148.25 \ ' 153:33 , . , .:0� 5 I L=53.87' ° TC=151.34 J . BC=150.84 . 153.38 . PT I 162.26 A=91'4835" TC=162.79 . . . . . . . . . . . . . . . . . . . APPROXIMATE . . . . . . . . . TC/BC 20+56.98, 11 ' RT BC=162.29 1/2 A / RAMP CENTER . . . . . . . . . . . .BC=14B.ZQ . . . . . . . . . . . . . . . . . . . . . . . DRAINAGE . . . . . . . . R=25.00.. . . . . . . . FL=159.67 . . . . . . . ,STA;39+ 8.06, 31.64' RT . . . . . . . . . . . . . . . . . PT . . . . . . . . . .1/4 d . 153.43 . . . . . . . . . BREAKLINE C5 . � L=39.50� . . . . . . . . . 159.51 FL=162: 5 STA:21 +46.18, - 13' RT . FL=149.94 . A=90.32.1.7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R=25.50.. . . . . 162.21 I . . . . . . . . . . . . .F. . . . 8. . . . .pC. . . . . . 1/2.d. L= . . . .. .. /.. . . . . . . . . . . . . . . . . . . . . . . . . 12d .. I .........i STA:21 +43 94, .11.88' . LT . . . . . . . . . . FL=150.82 . . . . . . . . 4=892743". . . FL=153.41 . . . . . . . . . . . . . . . . . . 1 4. 4 I . . . . . . . . . . . . .i ...FL=1.48.86........................................... ........ .......... /. ............. s 48TH% COURT . . C7 _ . 1/4.4 . Pc. FL=161,54. FL=154.88 STA:20+75.87, 11 ' RT R=10:00'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i (PUBLIC) 1/4 Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L=4.77' . . FL=149:85 .. . . . . . . . ... -. . . . . . . . T. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d=27'23'1.0 . . . . . . . .1/2 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - 1.4.d. . . . . . . . . . . . . . . . . . . . . . PC . . . . . . . . . . . . . . . . . . . FL=150. 66 . . . . .1/2 A . . . . . . . . . � =155.2 . . . . PT . . . . . . . . . . . . . . . . . C .. . . . . . . . . . . . . . . . . . . . . . . .FL=153.60. . . . . . . . . STA:20+75.18, 11 ' LT . . . . . . . . . .STA:2.1 +48.54,. 13' .LT . . . . . . . . . . . . . . . . . . . . TC=162:4 . . . . . . . . . . . . . . . FL=148.38. . . . . . FL=15.7..18 . . . . . . . . . . . . . . . . I. .1/4. d . TC 152.48 BC=161. 8 = R=1.6..00 . C4. FL=161.44. . . . . 1- --N TC 148.70 BC 151.95 L-32.63' I . . . . . R=25.00' .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � -i TC 148.89 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1/2 � A . /� RAMP CENTER BC 148.34 A. 416*50'53" � L=38:16. O Q cr- 4 BC 148.39 . . . . . . . . . . . .A=89.2727 STA:40+ 0.84, 31.52' RT RAMP CENTER a, TC/BC TC/BC TC/BC FL=162.00 � � o TC=154.04 STA:21 +50.35, 13.00 LT 149.07 1 .4. d BC=153.54. 153.57 , PC 159.39 . . . . Q Q 4 FL=148.3.E / STA:20+55.95, 11 LT C2 Q ° ° 0 ° A20.82® 1 0% FL= 51.85 TC=162.56 I TC=162:54 - R=35.00' O ° ° ° o FL=159.77 C=162.06 BC=162.04I L=55.31 ' TC 1.53.97 . ° . . . . . . . . CE TC/BC TC/BC ° BC-153.49 . 09 5' ° `4.t'' c - ° ° ° d 4=90'32' 17" 1- W ° 149.02 - a 1842% : °. . . . . . . . . O ° 150.84 T =152.43 ° I J 149.07 TC/BC . . .. . =15.1..93. \ .......�p�° 1/4 4 m 5 x5' TURNING 150.91 TC/BC FL=162.20 Q �-- AREA 149.12 TC 152.45 . I .114 A - - 153.57 159.44 �°�� °os 8.5' ~ BC 151.93 . . . . . FL=1.53.44 . . . RAMP CENTER . TC 152.38 STA:20+94.89, 22' LT 162.14 4 RAMP CENTER \ STA:21 + 17.90, 22.13' LT BC 15.1.88 . . PC FL=153.51 . . . . . FL=151.92 PC STA:9+61.62, 10' RT 162.19 ° 0® ° STA:9+76.44, 1 D' LT ° ° . . . . FL=151.51 TC=162.62 4 FL=151.89 I . ° . BC=162.12 a PT STA:40+45.47, 21.38' RT ° a d FL=162.37 I . . . . . . . . 163.16 ° °. ° ° I ° a 4 1 I ° I 163.04..I ...... ...... g�..° a a 1 a CURB RETURN DETAILS 10.5 EX. 30' R.O.W. DEDICATION I~ 22' PAVING 2' EX. 17't _ 8' LANDSCAPE I� I~ PAVING �j 0.5' VERTICAL CURB 8' SIDEWALK SAWCUT & MATCH IF EX. E.O. P. NEW PAVING MATCH EX. CURB LINE ON (SEE NOTES) SOUTH END OF FRONTAGE IMPROVEMENTS EX. 30' R.O.W. - EX. 22't PAVING ~I EX. CURB/SIDEWALK ON EAST SIDE OF STREET TALBOT ROAD SOUTH SECTION A -A N.T.S. NOTES: • ALL ROAD SECTIONS SHALL BE MADE OF 2" HMA, 6" HMA PAVEMENT OVER 6" CRUSHED SURFACE TOP COURSE ON COMPACTED, STABLE SUBGRADE • SIDEWALKS PER COR STD PLAN 102 • CURB & GUTTER PER COR STD PLANS 101, 10 1. 1 • REFER TO LANDSCAPE PLANS FOR PLANTER STRIP DETAILS Encomp ass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 1" = 10' 53' q 26.5' PUBLIC R.O.W. 26.5' PUBLIC R.O.W. 26' PAVING 6' PARKING 10' TAR EVEL _ 10' TRAVEL _ LANE 8' LANDSCAPE 8' LANDSCAPE 0.5' VERTICAL CURB 0.5' VERTICAL CURB 5' SIDEWALK - 2% 2% 5' SIDEWALK SOUTH 48TH COURT (RESIDENTIAL ACCESS SECTION B-B N.T.S. * CROWN OF ROAD IS OFFSET 3' FROM CENTERLINE OF RIGHT OF WAY 49' 23.5' PUBLIC R.O.W. I - 11' PAVING 8' LANDSCAPE 0.5' VERTICAL CURB 5' SIDEWALK 2% 0 5 10 SCALE 1 " = 10' SR 1 NOTE: EXISTING CURB DOES NOT MAINTAIN A CONSISTENT RADIUS. CONTRACTOR TO MAINTAIN EXISTING ALIGNMENT. 164.41 I MATCH TO EXISTING SIDEWALK AT EX. JOINT 163.66 TC 164.36 11, @ 1.0q W/ EX BC 163.88 1.07. CROSS SLOPE e0p °0 " PT 163.60 STA 38+47.73, 22.3' RT 163.65 EX FL 163.57 163.37 TRANSITION TO EX. i ROLLED CURB ' 0 5' . 163.56 - - - - - WATCH TO - -7 1.. 4'x5' TURNING AREA EX. SIDEWALK AT EX. JOINT 163.55 SR 1 I PC 163.32 STA 38+65.09, 30.0' RT O Q - - - I TC 163.87 BC 163.47 W 163.60 TRANSITION TO EX. Q ROLLED CURB 0 I S 48TH ST I ~ J O� m O U PC TC 163.76 STA 38+99.07, 30.0' RT BC 163.26 TC 163.60 BC 163.10 SR 2 163.25 R=25.30' L=20.10' TC 163.82 A=45.51 ' BC 163.32 5'x5' TURNING AREA TC 163.89 BC 163.39 12' ® _ ' TC 163.80 1 y f I BC 163.30 TC 164.10 TC 163.83 BC 163.60 BC 163.33 ®� I � �a 1.590 PT TC/BC ° r STA 39+ 17.09, 22.3' RT 164.17 FL 163.43 ° BC 163.55 TC/BC EX EOP 164.05 I 84 164.19 ° CURB RETURN DETAILS 1" = 10' 23.5' PUBLIC R.O.W. - 11' PAVING ~I 0.5' VERTICAL CURB 2% SOUTH 48TH COURT (LIMITED RESIDENTIAL ACCESS SECTION C-C) N. T. S. EASEMENT WIDTH AS NOTED 12' EXCEPT AS NOTED 2% 2% GRAVEL ACCESS ROAD N.T.S. `-- 1 1/2" CSTC 2 1/2" CSBC COMPACTED BASE D D. OY WA^' SURVEYED: SCALE: �I��� ✓ SDM 1 »=30' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: EDM DRAWN: TLK 39374 AT FULL SCALE ONE INCDATUM ISTER1 AS-BUILTS EDM 03/19121 SDM CHECKED: EDM IF NOT ONE NCH H sSIONAL � SCALE ACCORDINGLYNO. REVISION BY DATE APPR APPROVED: 03/19/2021 NEM 8' LANDSCAPE 5' SIDEWALK Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE. MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 20' PRIVATE ALLEY TRACT PRIVATE ALLEY SECTION D-D N.T.S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAPPHIRE ON TALBOT ROAD SECTIONS & CURB RETURN DETAILS �11 ON IN QO O O J DATE:03/ 1912021 = FIELDBOOK: N/A (Q_ PAGE: NIA cL DRAWING NO: 18615 [SH�-.11 OF: 19 R-407210