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HomeMy WebLinkAboutzS-3982SetHORIZONTAL AND VERTICAL CONTROL- I I I N ROW CENTERLINE NEW ROW Cr) RTK (GPS) OBSERVATIONS IN �•,ALLT NE 10TH STREET EX. ROW CO WASHINGTON STATE REFERENCE �� FL H WITH EX. 30' 2.5' ROW DEDICATION NETWORK. C. JOINT 6 DR EWAYAPPROACHJOINTI OS54'.38'21 E 90.01' .-, 16' 8 8 O SITE BENCHMARK " r':';:';j?.:?.:.; ,+^;,^.<^;.;+ vN / 14, 1, PLANTER STRIP SIDEWALK P_ NAIL IN ASPHALT + Q . k:': N . ? STA 21+43.75 (26.23' LT) I I 2 VERTICAL SAWCUT & O' +Q ,) CONSTRUCT 18' WIDE Know what's below. q MATCH EX. PAVEMENT ELEVATION 347.60' p."" s o :. �:' k;'i 0.5' L) (NAVD88) AS SHOWN. I"": `�' "' 3 DRIVEWAY ENTRANCE CaII before you d19. EX. ROA AY ••p: ASPHALT k''^" �'•e " •' �' PER CDR STD. PLAN 10414 N o .. '.' ,.'. CROWN ------ `"r�'` HORIZONTAL GRAPHIC SCALE '• '.'.>.. i i'.' ''T' 3 ..• 2" HMA CLX2" PG 64-22 OT:CT EX:'L,UMINAIRE N 1 inch = 10 ft. 1;{; .: ! �s9 JUST ELECTRICAL BOX I N VERTICAL SAWCUT "SIDE SEWER + 1 4" CRUSHED SURFACING : " . J T FINISH GRADE a TOP COURSE (CSTC) W ' • ,. � 2.00%MIN. : ('::; ... 3 6" HMA CL Yz" PG 64-22 W SEE SIDE SEWER NOTES ) } IN TALL CONIC. PAD . :. r , ,• liar°. ' J 4" CEMENT CONCRETE SIDEWALK O e N w 4" CRUSHED SURFACE PER CDR STD. PLAN 102 O +1 PR COR STD. PLAN 120 N � ,; R ADJUAAPER ME ER 1::::; ,`;;'" , '. "• . I m TOP COURSE (CSTC) � 12" TOP SOIL TYPE A TO FINISH G DE CEMENT CONCRETE TRAFFIC O ! ss SS ss i PRIBTECT BUS SHELTER w CURB & GUTTER O a n 2" BARK OR WOOD CHIP MULCH ti J w w w W. W,' v PER COR STD. PLAN 101 = PROPOSED SHELL NE 10TH STREET - TYPICAL SECTION U) FOOD MART `;;," CONSTRUCT Q " I CONCRETE WALKWAY w SCALE: NONE J W o : : I u! ROW CENTERLINE " WATER SERVICE LINE E`'`t: . ".. .' t {� ROW NE SUNSET BLVD k<;:};:BUS o- 50' Z CONSTRUCT CEMENT CONC. SIDEWALK 6' ! " PER COR STD. PLAN 102 AND F007 :i;: `.'� 3 g I w 2' 12' 8' VARIES co ' N N SIDEWALK PLANTER STRIP 1, " + ' I VERTICAL SAWCUT 8 VARIES MATCH EX. PAVEMENT 0.5' 3 VERTICAL /j� � ' lZN UELING ISLAND J x' ) 5 ' -ROW U _ _ _ _ _ 1.5% SAWCUT I p�D SEE FUELING ISLAND NOTES -1- DO > , f- ----- i ) VARIES 2 HMA G 64 22 " O H r.; p•.:N ' P.X Sj N 4" CRUSHED SURFACING W 6" HMA CLY2" PG 64-22 4 0� .'e.^ TOP COURSE (CSTC) ce SAWCUT 8 CONSTRUCT " Z 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE d I CONSTRUCT CEMENT TOP" 49.s , .:." • PER COR STD. PLAN 102 TOP COURSE (CSTC) IjC>a". 7 y.' 48.9 ASPHALT PAVEMENT TO TRANSITION „; r 14 CONIC. TRAFFIC CURB 8 GU ER TO MATCH EX. PAVE NT � R COR STD. PLAN 101 E TRAFFIC oa ". . . ---------------------------------- ` PER 2 BARK OR WOOD CHIP MULCH CURB 8 GUTTERET coV, 12" TOP SOIL TYPE A W PER COR STD. PLAN 101 N Z NE SUNSET BLVD - TYPICAL SECTION SCALE: NONE 10' PERF. STUB -OUT l ASPHAL " PVC SD @ 2.00% , •' ``; °9 PROTECT EX. I D FUELING ISLAND NOTES CONNECTION I I SEE ONSITE CIVILPCAN_ ASPHAPTROTECT EX. f "" ,,' , ;k SEE ONSITE CIVIL PLAN I I (BY OTHER) CROSSWALK SIGNAL TOP 74s.7 1. DESIGN FUELING ISLAND TO CONTROL SPILLS DEAD-END SUMP OR SPILL w (BY OTHER) I I 34g_____________________}," :,, ,. ? HZO +/-ts" CONTROL SEPARATOR IN COMPLIANCE WITH THE UFC OR IFC AND TREAT THE I TBM NAIL I ; 1 N-5 343.E 1 COLLECTED STORM WATER BEFORE DISCHARGING IN INTO THE SEWER LEGEND L 347.60 (NAVD88) STA 20+40.53 I SYSTEM PROPERTY LINE (49.13' LT) 1` ``' I?: .:... > '.' NSA z k::; f c _______________ O fPHALT 57 'DST (TYP) :., : ... > . . I fA. jy.''{ TY E 1AU gD T� S EXTRUDED CB O ?: ...' P.' > ° :'� S DETAIL ONSHEE C2 v 2. THE CONCRETE CONTANMENTPAD AROUND THE FUELING ISLAND SHALL - - - - - - - - - - - - - ADJACENT PROPERTY LINE 1o.64' DRAIN TOWARDS DRAINS; EITHER TRENCH DRAINS, CATCH BASINS AND/OR A E CURB TOP 347.3 Q ::+":` STAND U '+ ; 'SA 6 E SAWCUT &CONSTRUCT O "3 �:>:'':_" PIPE ( DEAD-END SUMP. THE SLOPE OF THE DRAINS SHALL NOT BE LESS THAN 1 - - - -ROW CENTERLINE o H TRACBP 95 CONCP I NE 345.25 '-• '" : t::. z H2O IRON 7RA 5 fV W `�-`SfTZ10+57. .. " , to ASPHALT PAVEMENT w 44.ss FOR PH o f " ''" D l u PERCENT. ~'o TO TRANSITION �9 (32.5' RT) CROSS WALK - - ROW LINE T ..�..,. I o T T HEX. PAVET O C r o', 3. THE FUELING ISLAND SHALL CONTAIN A ILL OR BERM RAISED TO A MINIMUM 3 F FOUR INCHES T PREVENT THE RUNOFF F SPILLED LIQUIDS AND T - -- __ O O O O O O O ASPHALT PAVEMENT m o " 3 c DoHte '. >. • e,'. ' ?::� 1, PREVENT RUN ON OF STORM WATER FROM THE SURROUNDING AREA. o ` 4 • ° .., PAINT, :.: A '' .H >' •. • . • `� m CONCRETE m - p...> ; _ _ ;_ o • ".:'a; 'N! �% 3p9• •. >'; �. :>:. � ; CEMENT o PQOTECT�X._E�ECTRICAL BOX I SIDE SEWER NOTES PAVEMENT yL& AND INST LL A NON-SKID LID & �.'. >, �y N M TCH FI ISH GRAbE N 1. CONTRACTOR SHALL CONNECT TO THE ISLAND POLLUTION PREVENTION PLANTER STRIP a r .�. �+ i N � STA 11+39.81 19.9' RT, " i ' SYSTEM AND THE BUILDING. rn MATCH EX� ...... ..,... .........>....>......a................... ..-...,...,:t:<:�•.:�>;.:..�;;�::;::.,:>;,::::;.;;a.:::';;`;":'.:`j�'".'<'<..zW CONSTRUCT URBRAMPTYPEIA - S 3 CURB &GUTTER :. 2. CONTRACTOR MUST INSTALL CLEANOUT FOR THE STUB. R=10' STA.16+90.34 (16' RT)" O SEE TAIL O SHEET C2 I N R=1o' PROTECT EX. I N TAX PARCEL NUMBER INSTRUCT 25' WIDE S t PROTECT EX. DRIVEVY�IY ENTRANCE o SIGNAL POLE CROSS 10TH STA 10+00 = LEGAL DESCRIPTION 7227801201 POWER POLE PER COR STD. PLAN 104.4 DEN NE uow o S SET STA 20+00 p Ix W �a W RENTON HIGHLANDS #2 CORRECT PLAT SWLY 125 FEET OF SELY 90 FEET. S-398201 R-398201 W + IN COMPLIANCE WITH CITY OF RENTON STANDARDS RESTRIPE &REFRESH 3 10+00 SD SD Sp - SD - SD - SD - Sb - SD - ���47 CB SOLID LID SDMry 'D -�' SD - E90 �D$6��7OP 347.H SD WASTEWATER UTILITY DEVELOPMENT ENGINEERING i TOP 344.0 rOP J44.7 a AS NECESSARYLocuEo •+ + V J �- OCKED N CB ,;ED NE 10TH STREET SIMILAR TO NEE SUUNSET BLVD J p 70PM �8,1 In dchristen 12/07/2017 Justin Johnson 12/12/2017 J m TOP .*4.43 ,', � _ SS'• 'I V SS LOCKED'•N'- 3 I W m sQ DIR1-H2OT ¢OVER ON _ SS SS SS S' 0 REGIONAL FIRE AUTHORITY s , SS -- SS �yy 1 �, I N APPROVED o z SURFACE WATER UTILITY w dhomas 12/07/2017 sa rstraka 12/08/2017 o JOB NO. SURVEYED: SCALE: DATE: W .+'p`v` RENTON SUNSET SHELL C-STORE 10 zo zo1 U) I �\B�, L L FAA vEONTAL'NAVD NAD1Ism z �, r N�, COf T�pY Wgyy� -13-10 DESIGNED: 1n=10' HOFEONCAL. NADI9SS'7%1 2800 NE SUNSET BLVD FIELDSOOK: Land Planning • Engineering 0.e A* DR N: PHAN a CITY OF RENTON WA 98056 FADE. U) n Civil En Ineerin DRAWN: DRAWIN N : Z 5130 South 166th Lane Io- n H. H. PHAN ONE INCH DATUM RENTON CHECKED: u Y SeaTac, WA 98188 �a, R� STA FNODT H Planning/Building/Public works Dept. PAVING AND GRADING PLAN `o �gTDNAL' SCALE ACCORDINGLY SHEEP: OF: Z T (206) 229-6422 �FRD�°' AND SEC'nONS 1 5 W J N0. REVISION BY DATE APPR � z O Z Nw F-: LL COU ELIV I o w n zi C:J O J M W gn >O CLZ Y w U fr, (D Ln CO � Z �fr a (D Q m� O J O J �w Co M O O U ry 0 � N J LIJ vJ LL] s Ry C s� z (% �m Z X\�o� O ^�ti Z \ 0 Ljj 10' PERFORATED PIPE N ry CONNECTION TRENCH LO PER 4O. PLAN 263.40 LIJ \LLI X CB 2° 20,/oSI \ =347.0 @ 14E = 5.5 VH / (E) SLOPE TO SS (N) TYPE 1 C B 2'-4"x 2'-8" RIM=349.25 IE=347.75 (E) SLOPE TO SS SFA � Off, 9 Qq 70„ O 7 2j0�\ �J �oD, EX C RIM -34 . IE =348.9 90, /O" 6 RN,R /0" O� sFti T (E) 1" WATER SERVICE LINE EX. 1000 L. AS OIL/WATER SEPARATOR 576-SA-1000 SAWC 2 ASPHALT / Sys (N) CONCRETE NEW CONCRET SWALE 1% TO PAVERS SLOPE ti i ) ' � / / /� CB SWALE TOWARDS 41 !v DRAIN AT NEW SIDEWALK P� CB LOCATIONCANOPY (E) CONCRETE f� SERVICE SLAB 2% SLOPE /1 Q J / LEGAL DESCRIPTION: RENTON HIGHLANDS # 2 CORRECT PLAT SWLY 125 FT OF SELY 90 FT EX CB (E) 6" SIDE�� SEWER �\ 2" MIN. Q" N�'g' SWALE 1% T O PVC �a /�'� sEE PROFILE v PP -- �� of �, SHEET E) C B SQ / 0 �A 2%SLOPE ti` \ \ e `"pw EX CB (E)ASPHALT RIM =347>� �> o \ \\ IE =346.0 ul F� So71 90 s6 \ 2S SYTy GAY \ \ 1 I SS \ 0„ \ \ SS SO \ \ 11 r ' SS SS MI /� l S 1 \ 1 Vl S SS \ 8627 NE 180th St. A N S T E Y PHONE:OL( 06)98031 7639 E N G I N E E R I N G FAX: (425) 858-9203 EMAIL: benonstey©ansteyengineering.com NO. Y ss, 5408 yO" 27„ F9oo se \ (E) ASPHALT \ /2%SLOPE � I TE CB D� / THIS / L / 11 I �V ----- / / v\ EXISTING / 4 / CONCRETE SLAB / AT GAS DISPENSERS \ / 1 1 ' `r0 `SO 1 1 1 (� S \1'II Vl 1\ / SLOPES AWAY FROM CATCH BASIN PER 1\ / SWALE ALL DIRECTIONS PLAN 1\ �G PERMITER SLAB SWALE DETAIL AT LA ISND \ r_ REVISION SURVEYS DESIGNED. BPA DRAWN BPA CHECKS BY DATE APED APPROVED SCALE As indicated ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOR 91NGLv VERTICAL NAVE 1988 HORIZONTAL NA9 1983/1991 DATU M I LOT COVERAGE (STRUCTURES) 2,020 SF. PROPOSED BUILDING 624SF 5,246SF 1,871 SF. 9,761 SF. 1,489 SF STANDARD STRENGTH FILTER FABRIC SIDEWALK AUTO COURT &1 PARKING ROOF OF CANOPY IMPERVIOUS AREA OVERHANGS NEW LANDSCAPING CATCH BASIN SRA1E 1. CONDITIONOFUSE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 12. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE- 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BEA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PODDED WATER 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. B. MAINTENANCE STANDARDS 3.t ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SNE. CITY OF RENTON Planning/BwIding/Public Works Dept. PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN — 21620 DEPARTMENT MAP.CTT 2008 ALL CATCH BASINS IMPACTED BY CONSTRUCTION ACTIVITY SHALL CONFORM TO THE MEASURES OUTLINED IN THE CITY OF RENTON STD. PLAN-216.20 FOR PROPER INLET PROTECTION S-398202 R-398204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY 0� DEVELOPMENT ENGINEERING , rstraka 12/08/2017 Justin Johnson 12/12/2017 RENTON SUNSET SHELL C - STORE 2800 NE SUNSET BLVD RENTON, WA 98056 DRAINAGE SITE PLAN BMP 11-03-17 FIELDRDOE PACE C4 4 c 11/17/17