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HomeMy WebLinkAboutR-396113SEC. 14, TWP 23 N, R5E W.M. T O O co O _ SEE C3.04 \ �� C832, TYPE 1 (WISCUPPER) 29 v \ W ' t,/) STA ��-99:a�2' LT 2 3\ 4 1 �oC cn LLI `�� 82+04. 79, 17. 01 ' 1 9,916 SF 9,912 SF 9,909 SF � ' \ 11,810 SF BPE=391.3 ` BPE=395.1 BPE=397.9 Q ° 11 + 13 3,-12.87, BPE= 389.5 (TYP.) 4 I = ° I STA ' LT �; - 383.9 5 I E(6')� C3.10 J \� i Cn H CB31 TYPE 1 19 IE(6')=388-'3 10 212LF ,3g6 IE(6')=339:2.f \ IE 6") =39 9 - r I STA . L 92 385.3 388.8 \ ( 392 5 CONSTRUCTION NOTES 1O REMOVE EXIST. CONIC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTIO TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN (C) D APPROX. LIMIT OF GRADING O 5( TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET- F-40.15-03 IN O 6O REPLACE 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 0 rl- OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 0 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN V OTYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 82+09.58, -1 .91 . 111+20.77, 11.95 - - \ 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00 APPROX. W &LLL�� ' i' � \ � RD3� RD RD RD RD \ \ 10 LENGTH AND UPSTREAM INVERT ELEV. PER PLAN RD RD RD RD RD RD A V I ° 0 11 \ 4- RD RD D RD p ROW ° A 5'v. A b Q a° ° 86 I I -7 ° 12(\ °� ° BLU ROW V / A ° a a a a- 01,aa s a a Lf) CIS x Q I \ a I W o ---X - _vX �X X W+ w w ' ( ) SESTHP v� o 0 „ ti 0 _ W,2+0SE 5TH W o 14 i S SS _ v 13+00 v \ 13 v - ` _ a d■ IN 10+71.26 R AD A SS u' SS v SS SS SSv v I - 7= 82+49.76 1 AVE SE! v 2 `� "� v SSSv CURB RETURN TABLE NO. RADIUS L d FOC LOCATION E ELEV. 01 25.0' 38. 7' 88 4824" PC= STA 82+12.55, 13.00' LT 390.41 d/4= STA 82+21.99, 14.85' LT 389.84 612= STA 82+30.04, 20.14' LT 389.31 3d/4= STA 10+99.03, 14.85' LT 388.78 PT= STA 11+08.47, 13.00' LT 388.25 02 25.0' 39.8' 91 *11'36" PC= STA 82+84.56, 13.00' LT 387.44 d/4= STA 82+74.88, 14.95' LT 387.81 612= STA 82+66.70, 20.51' LT 388.10 3d/4= STA 11 +00.28, 10.95' RT 388.27 PT= STA 11+09.97, 9.00' RT 388.28 11 STOP SIGN PER MUTCD R1-1 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER 13 COR STD. PLAN H026 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS O 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 O T X % CB30 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE, SEE NOTE 8 TYP�1 19 _. \ - w, Q 17 00 l I STA , ' RT in \ ° ° 18 MUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 O CB25, TYPE - ` m P ° s° ° s ° m Z 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 STA ' LT ROW 11+13.12� 8.93' " ° 82+83.81,' 11.21 i / STA , T CB35, TYPE�2-48 ° s ° ° °� 20 RELOCATE EXIST. STREET SIGN l 5 TA ,' RT I 5' �o ROW = F9 5 6 7 8 W Q 8 I I \ C ; OPLAN O PARKING ANYTIME SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD.' I 129.00 I Q 82+88.01, 12.88 II - - - -x-x-x x-x-x- - - Q 5 STA { I-x-x-x�-x x-x-x-x39 \\ v v v v Q- x ° \ 3 \ \ \ C 22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 22"Ci \ \ \ 13 »» I 12 11 10 9 REPLACE DOUBLE YELLOW TYPE I CENTERLINE MARKERS PER COR STD. PLAN TRACT 386 \ 23 H001 20 C 38 \`� 14 \ 13 24 16" THERMOPLASTIC STOP BAR 1 II \ 645 SF 9,642 SF 25 BEVELED END PIPE PER COR STD. PLAN 221.00 386 J BPE=394.5 BPE=398.25 1�(EYMAP 26 O PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 - 1 SEE C3.04 SEE C3.20 - 27 2" GRIND AND OVERLAY 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 LOW PT STA: 11 +20.87 LOW PT EL: 388.43 29 SCUPPER PER DET- ON SHT. C3.103 PVI STA: 11+40.02 C'7 400 PVI EL: 387.73 FINISHED GRADE 400 @RESTORE COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION. AD: 6.48 AT ROADWAY - V DRIVEWAY TO EXIST. CONDITIONS 0 K: 15:43 EXIST. GRADE - 31 REMOVE EXIST. CROSSWALK 0 Q 100.00' VC AT ROADWAY - _ - LV o il� o - - V) 32 THERMOSPLASTIC CROSSWALK PER COR STD. PLAN 127 - T Q oo 4 395 Lu aoS• ^ 395 33 DEBRIS BARRIER PER COR STD. PLAN 223 rn - CO+Co +rn _ O O cy coo = o �_ -,)• NOTES: °p cii W cii W - - O d■ 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON o PLANS OR PROJECT DETAILS. oo W M m W Lu0 - " Q 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA 390 _ 1 390 PERFORATED PIPE CONNECTION. -2.007. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE LLI PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL \ J� UTILITY CROSSING FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS SEE SHT. C4.01 O 0 0 _ NOTED OTHERWISE. 385 111 385 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE >= 12" SD 0 0 APPLICABLE. I>, 0 0 Q 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. u - O 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL UTILITY CROSSING - m .44 EXISTING CONCRETE WALL. 380 SEE SHT. C4.01 c3 380 8• REMOVAL AND RELOCATION OF EXISTING POWER POLE, TRANSFORMER, AND 390 CB30, TYPE 1 OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND 47 Q RIM=388-�5-388.22 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE 1212"�' IE 12"E - -38�,� 384.52 C835, TYPE 2-48" PLANS. SO 21 IE(12 "N)= 384.55 384.57 RIM=39 f-Fri 391.62 jdbL 12" Sp IE 12'E =3e1.615 381.76 375 S IE(12"W)=3ef.e5 381.81 375 4i S CII 385 � 42�O °L _ S=__ IE(18"S)=3Sa-3-,�381.52 _ _ _ _ _ _ _ _ _ _ _ WA 2.33 O� Shrt CB32, TYPE 1 RIM=�396-41- 390.39 �� 7d TCB3.1, 1MTYPE 1THE AS -BUILT INFORMATION SHOWN 370 IE(12SE)=3869387.08370 CONSTRUCTION RECORD DRAWING RIM=3e8-N-388.27 �A 37610 �J w 380 IE(12"S)=�-+1 385.06 F �'c j S Teti 1' ON THIS PLAN IS PER A FIELD SURVEY IE(6"N)=385-61-385.20 SIGNAL PERFORMED AND DATA PROVIDED BY IE(12"NWEXIST. GRADE AT ROADWAY )=-385.13 �• AXIS SURVEY & MAPPING AND/OR � l�•� RECORD INFORMATION PROVIDED BY FINISHED GRADE AT ROADWAY R-39611 THE CONTRACTOR IN COMPLIANCE WITH CITY OF RENTON STANDARDS o� r 0 Co o N N 7 �1 Ln � Od od 14- 00 n n n 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 J W CONSTRUCTION PERMIT SUBMITTAL_ PCE 2/20/17 JBS SURVEYED: MITCH EVANs , E VERTICAL: NAVD ,988 MEADOWVUE DATE.7/25/18 CONSULTANTS 1 ROOF DRAIN, BPE, AND CB CALLOUT REV. PCE 5 18 18 JBS HORIZONTAL NAD 1983/1991 C T Y O C DESIGNED: 1"=20' • ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering , Q ® 0 5 10 2 CONSTRUCTION RECORD DRAWINGS ACS 1/27/18 JBS JAMIE SCHROEDER R TO PAGE: DRAWN: �1 \� O Land Use Consulting •Project Management PETER EVANS DRAWING No: O VERT. IN FEET oNE wCH 11431WILLOWSRD.NE,SUITE120 DATUM Plannin Buildin Public Works De t. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 REDMOND,WA98052 0 2O 4O CHECKED: JH AT FULL SCALE �/ �/ P Phone: (425) 285-2390 l FAX: (425) 285-2389 Know what s be l ow. IF NOT ONE INCH www.cphconsultants.com N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF: Co ri ht©2018CPHConsultants LLC. AllRi htsReserved. Call before you dig. HORIZ. IN FEET XXX 13 43 CW G DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 STA 11+59.91, 12.99' LT 16' 2 STA 12+21.04, 13.00' LT 16' 3 STA 12+93.01, 13.01' LT 16' 4 STA 13+60.46, 13.00' LT 16' 13 STA 13+66.94, 13.00' RT 16' 14 STA 12+97.53, 13.00' RT 16'