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HomeMy WebLinkAboutR-396114SEC. 14, TWP 23 N, R5F W.M. (.0 SEE C3.03 CY) 8 CB60, TYPE 1 I I 5 6 7 11,645 SF STA LT I \ of O 9, 901 SF 9, 898 SF \ 9,905 SF BPE=408.6 39+44.90, 21.22 I BPE= 401.65 BPE= 404.7 BPE= 406.9 5 STA ' L T I i r 0 \ + . w INSTALL SIGN TO CB46, TYPE 1 ' f LUMINAIRE POLE INSTALL SIGN TO \ STA 16+68.11,16'68.46' 12.07, LTT 396.2 LUMINAIRE POLE �' STA , LT ° I IE(6')=398.6 C3.101 \ 5 + , - • i I \ 408 CB41, TYPE 1 (6'�=� \ - H IE 6" _� 193LF 10 VINSTALL SIGN TO I �[ STA L 398.8 ( ) RDA-�R20_9 R3. p 2 16' RD- RD RDf \ 400.8 UMNAIRE POLE M.IR RD R 1 \D RD RD RD RD RD RD RD CONSTRUCTION NOTES OREMOVE EXIST. CONIC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 D SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTIO TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN (C) O APPROX. LIMIT OF GRADING O O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DETT, F-40.15-03 N O @REPLACE 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 O OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 V 0O CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 LAND UPSTREAMINVERT ELEV. PER PLAN 6EPVC ROOF DRAIN NGTH COLLECTION STD. PLAN 225.00, APPROX. i DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 5 STA 14+31.31, 13.00' LT 16' 6 STA 15+03.08, 13.00' LT 16' 7 STA 15+71.01, 13.00' LT 16' 8 STA 16+27.11, 13.00' LT 16' 9 STA 16+30.67, 13.00' RT 16' 10 STA 15+78.57, 13.00' RT 16' 11 STA 15+05.97, 13.00' RT 16' 12 STA 14+38.54, 13.00' RT 16' CURB RETURN TABLE NO. RADIUS L A FOC LOCATION FL ELEV. O 35.0' 55.73' 91 *1334" PC= STA 39+50.77, 22.00' RT 411.41 A/4= STA 39+66.75, 26.01' RT 410.71 6/2= STA 16+92.52, 23.52' LT 409.85 3A/4= STA 16+81.07, 15.74' LT 409.21 PT= STA 16+67.50, 13.00' LT 408.38 04 35.0' 54.23' 88 4634" PC= STA 40+42.79, 22.00' RT 406.90 A/4= STA 40+33.57, 24.59' RT 407.72 6/2= STA 40+18.31, 31.99' RT 408.31 3A/4= STA 16+82.69, 11.59' RT 408.60 PT= STA 16+69.47, 9.00' RT 408.52 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 17 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE, SEE NOTE 8 O Q I I (TYP.) oWIN - , _ _ d I -� �� 18 MUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 O I ^ a T PE 1I - - 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 T CB40, TYPE 1 C 45, STA 20 RELOCATE EXIST. STREET SIGN STA ' RT 16+ 1.70 ' 11.97' i a I W 1 2 3 4 5 6 7 8 14+21.26, 11.94 - ,i LU `� O PARKING ANYTIME" SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD. J 5 STA RT ° W _ @PLANTYP. 17 I / � 129.00 16+64.98, 8.86 ( ) i Q Q x ° �� � 22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 171111 ��' \ _ STORM Tti � STA ,�.� RT � s r, „» �0 5 40+45.51, 21.88 TRACT 14 13 10 9 REPLACE DOUBLE YELLOW TYPE I CENTERLINE MARKERS PER COR STD. PLAN � 9425200010 L 23 H001 9,639 SF �12 98 11 10 g i o� 16" THERMOPLASTIC STOP BAR _ 9, 636 SF 9, 632 SF 24 10, 754 SF I �6 j U, BPE=401.5 ' - BPE=404.75 BPE=407.2 BPE=407.2 ��d 25 BEVELED END PIPE PER COR STD. PLAN 221.00 SEE C3.03 KEYMAP 26 PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 27 2" GRIND AND OVERLAY PVI STA: 15+58.08 PVI EL: 406.47 J 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 m K. 80.69 0 29 SCUPPER PER DETT, ON SHT. C3.103 415 200.00' VC o w 415 30 COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION. 00 cn O RESTORE DRIVEWAY TO EXIST. CONDITIONS O 06 ca EXIST. GRADE N o 0 31 REMOVE EXIST. CROSSWALK �+ o c.0 o AT ROADWAY ^ + o32 THERMOSPLASTIC CROSSWALK PER COR STD. PLAN 127 r 410 410 33 DEBRIS BARRIER PER COR STD. PLAN 223 mm _ -2-QO1., FINISHED GRADE _ _ - - - - - _ NOTES: AT ROADWAY - _ _ _ - - - - 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON 0-UTILITY CROSSING I PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA 405 SEE SHT. C4.02 405 PERFORATED PIPE CONNECTION. V 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. LLJ UTILITY CROSSING - 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL SEE SHT. C4.02- _ 22 12" SD _ - FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 400 _ - - - - 400 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE S= APPLICABLE. 0 _ CIM- TYPE 1 0 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED d' 90 12" 50 _ - - _ 407.94RIM _ AT ALL PUBLIC STREET INTERSECTIONS. ^� .201E(12"W)=494-�5 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL � 395 Q p 395 EXISTING CONCRETE WALL. 410 8. REMOVAL AND RELOCATION OF EXISTING POWER POLE, TRANSFORMER, AND OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND � O �3 CB40, TYPE 1 0 655 • LLB m RIM=466.64 400.10 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE IE(12"N)= 6396.46 PLANS. J � IE(12"E)=396.66 396.47 p 2.64 390 = IE(12"W)= S=� 12„ Sp 390 V 400 0 55 405 S C� 1� p p 4 „ �F12' SD CB60, TYPE 1 � o� WAs� �- ztF12 SD 36 RIM=�411.62 `�' I CB46, TYPE 1 IE(12"SW)=495-34.408.84 h 0 RIM= 408.49 385 S-0 IE(12NE) = f95.18405.24 385 CONSTRUCTION RECORD DRAWING 395 " 400 37610 O w� THE AS -BUILT INFORMATION SHOWN IE(12 SW)=465.1-8 405.19 F w ON THIS PLAN IS CB41, TYPE 1 Fss oNAt �PERFORMED AND PDATA PROVIDEDBY RIM=4400.12 + AXIS SURVEY & MAPPING AND/OR IE(12"S)=396.79396.67 EXIST. GRADE AT ROADWAY R-39611 l r RECORD INHORMA ON PROVIDED BY 380 IE(6"N)=3J�9397.89 FINISHED GRADE AT ROADWAY 380 IN COMPLIANCE WITH CITY OF RENTON STANDARDS o� op CO O 00 �t N O � n oU') N N N O N `_ �t N N N � N O r N O O LO N O U-) �- (O O 0)O O O O N N N Nj �} CO lCj o 00 O 06 0-)06 ej C6 Oj 6j dj O O O,O O O O O O O ci) O O O O O,O O 0 O O O,0 O O O;O O O O O O O Oi 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 SE 5TH PLACE J 0- Lu N CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE 1983 DATE: MITCH EVANS HORIZONTAL:ALNADD1983/1991 /� T\/ O � ' MEADOWVUE 7/25/18 CONSULTANTS 1 ROOF DRAIN, AND BPE REV. PCE 5/18/18 JBS DESIGNED: 1 "=20' • T ROADWAY GRADING DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBDGK: > Site Planning - Civil Engineering , Q ® 0 5 10 2 CONSTRUCTION RECORD DRAWINGS ACS 1 1 /27/1 DRAWN: JBS JAMIE SCHROEDER RENTON PAGE: Land Use Consulting - Project Management VERT. IN FEET PETER EVANS DRAWING NO O 11431 EILLOWS RD. NE, DMOND,WA98052E120 ° 0 20 40 CHECKED: 1 FILL SCALE DATUM orP Planning/Building/Public wks De t. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.02 0 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. MJH C NOT ONE INCH Q www.cphconsultants.com Call before OU dig. HORIZ. IN FEET IN 0. REVISION I Y DATE APPR APPROVEXXX SCALE ACCORDINGLY LE 14 OF: 43 LLI Co ri ht © 2018 CPH Consultants, LLC. All Rights Reserved. 75