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HomeMy WebLinkAboutP_5626 NE 2nd_As Builts_201014_v1 (1).pdfVJ z W 75 W O rr �W V Q z O 1 N W W Cl) w Z J lL I- LLJI LLJI C/ LLI I Z -0 n- C14 (NORTH) LLB w 30.00' (EX. R/W) z 13.5' 1 .5% MAX. 5' SIDEWALK PER-/ C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB & GUTTER - PER C.O.R. STD PLAN 101 16' _ VARIES I 2% I 1 6' I SAW CUT LINE \-4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. STA. 1 1 +42.00 END 5 SIDEWALK AND 8 LANDSCAPE STRIP CONNECT AND MATCH EXISTING SIDEWALK, PLANTER STRIP, AND CURB. ­lnE On'' n' 5' CONCRETE SIDEWALK PER CITY STD. PLAN # 102 TYP I CAL SD - Y J o� U )9'9 429,6. a a a 30 6.5' 5' 8' 429.10 a. w z J 9,27 � Cn I O uo 0 o D m z G� �I I 10.50' � ] 428 99 a �„ ��unnir I � LLI a- Y J U v LLI z �rL-`YLJ. I I BACK OF EXISTING I 428.4 SJMYi RIM=428 7 INV=420.65 1 (CENTER HANNEL) FL=427.59 42� TC=427.99 .98 FL=427.65 TC=427.7 ���0 427.65 FL=427.70 ��h�S9 �110 TC=427 - � 427.70 ° 42 7.73 09 FL=427.75 ° TC=428.23 �° l 427 75 BOW=427.88 V ° 28.18 ' BGv 427.98 EXISTING SIDEWALK �7 CROSS SLOPE o CL=428.50 + J��/ STA. 10+80.59, 10.0' LT. EXISTING SIDEWALK CROSS SLOPE ADA RAMP - EAST SIDE NILE AVENUE NE SCALE: 1 " = 5' 0 Q I I""= ADA RAMP, SEE DETAIL LEFT N E 2nd STREET I �' v, - 41(15"E) FL-427 39 SECTION A- A, VIEWING EAST A @EX. CULVERT END CB#2, TYPE 1 W/SOLID LOCKING LID RIM=425.28 o0 0 - 428,4 11 INV= 2 .51(15"N) FL=427.45 TC=427.89 INV=422.41(15"E) FL=427.59 TC=427.91 { PERPENDICULAR CURB RAMP i�4 w FL=427.65 TC=427.99 PER WSDOT STD. PLAN F-40.15-02 TY . I TC-427.74 ADA RAMP - WEST SIDE NILE AVENUE NE - SCALE: 1 " = 5' a N FL=427.70 - < o TC=427.74 BOW=42R nF o FL=427.75 cn TC=428.23 , \BOW=428.08 =427.56 BOW= .88 0 1 IVA I ° 428.11 I Cf)lBOW=427.98 w PARALLEL CURB RAMP ° a . 427.47 z 1 L=427.30 B0W28.19 =4PER WSDOT STD. PLAN F-40.15-02 Ld D w [C=427.867\-BOW=428.12 SEE DETAIL ABOVE 30' z CL=42 uj i w LL Qi o 4?6i I STA. 10+41.82 10.0' LT. 22'A END VERTICAL CURB AND GUTTE +L1.50 w END PAVEMENT J Q PROPOSED NEW WATER SERVICE AND METER z m a FOR RESIDENCE ON 5626 NE 2ND STREET; � INSTALL SERVICE PRIOR TO INSTALLATION OF CURB/GUTTER, SIDEWALK AND LANDSCAPING, x 427,11 4 I 5'X5' AC ADA RAMP TO WATER SERVICE UNDER SEPERATE PERMIT. x 427,37 (COORDINATE W/WD#90) 1 IE=423.63, 6" PVC (N) I EXISTING GRAVEL DRIVEWAY 2 i 1 FL=426.80 IE=423.39, 12" D.I. (SE) SEE DETAIL, BELOW 27,01, I IE=423.32, 12" EX. CONC. (W) /z �7/ \ ��2 ; TC= 27.33 (PUBLIC) `S01 17LF 6" PVC @S-1 00% / SD 5'X5' AC ADA RAMP -WEST END OF SIDEWALK SCALE: 1 " = 5' (PRIVATE) A B �� P • R/W LINE • I RM= 6.78 .�. G �• I �' INV= 6.09(3"E) IE 423. • I CTI _ 1 i INV= 4.49(12"E) I EX. 12" CO PIPE I • i I � I FLOWLIN 2 28 Co 1 ■■*■■■■■■■■■■ ■■ NEW �n A �' ,� R=25.0 =42 .79 NIGH POINT L=39.85' - 1 /2 DELTA DELTA=91 ° 19 07 I 4LF. 12" D.I. @S=1.50% EX. WATER LIN WD 90 ( # ) I o w FL=426.90 L=42/. (PUBLIC) � _ 1 0 EX. CATER LINE (WD#90) I Tr19 ------ - -----------------------------------------�-------- ----- SAW. CUT LINE � TYPICAL ---------:- --�'� I INTERSECTION STA. 38+72.82, 8.82' LT. / rn Q0 STA. 10+00.00, NILE AVENUE NE BEGIN PAVING CL=427.32 L=427.77 STA. 40+00.00, NE 2nd STREET 39+00 1 1 CL -426 73 x 427. (VISITED 12/201 o T =42 . GRAPHIC SCALE 0 5 10 20 I inch = 10 feet a N E 2ND STREET • X.-8" SEWER- x 427,73 STA. 38+82.87 16.0' L 424,93 1 - 42 40 ZL AS -BUILT 10-14-2020 BEGIN VERTICAL CURB, GUTTER, x 425.17 FL=426.49 x 426,92• FL=424.68 x X5,8o TC=426.61 FL=4 7 n5 FL=427.19 PI =497 F 1 AND 5' SIDEWALK FL=424.87 FL=425.34 FL=425.91 CONSTRUCTION RECORD DRAWING IC=425.02 \ TC=425.18 FL=4 .41 TC STA. 39+64.10 16.0' LT. R M 427.73 FL=424.96 TC=425.36 TC=425.84 TC=426.4 PC. VERT. CURB AND GUTTER INV=420.76 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED y - TC=42 92 F FL=426.63 (CENTER CHANNEL] BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED Tn An n �n - 4� STA 38 84 50 15 08' LT - -� T� - . \ INVERT AND RIM ELEVATIONS OF THE STORM SEWER SYSTEM. FIELD CB#1, CONCRETE INLET, STD. PLAN 200.30 _ STA. 39+02.68 16.0' LT. W/VANED GRATE GRATE=424.85 IE=423.45, 12" D.I. (NW) (PUBLIC) OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 16' DRIVEWAY APPROACH PER CITY STD. PLAN #104.3 FL=425.28 INSTALL CAST IRON RING AND COVER nr-n C Tr\ Ml AA An7 4 8"x6" TEE 2 EACH-8" 45° BEND (VERT. 8" CLEAN OUT DA STA. 39+38.05, FL=425.87 © STD. PLAN #406.1 , WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 L. �,ti 01y, ° ° 27460 FSS��F NALR�'1 4 0 0/1 /202 SURVEYED: 4 SITE SURVEYING, LLC SCALE: 4 AS - B U I LTS DLO o/ 4/2o DESIGNED: D. L. OFFE, P.E. 3 REVISED STORM DUE TO WATER CONFLICT DLO 03/03/20 2 REVISED STORM DRAINAGE ALONG FRONTAGE DLO 02/27/20 DRAWN: ONE INCH 1 REVISED SIDE SEWER CONNECTION DLO 02/20/20 CHECKED: AT FULL SCALE NOT ONE INCH SICALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: RECORD DRAWING VERTICAL: NAVD 1988 • CITY O F HORIZONTAL: NAD 1983/13/1991 R RENTON DATU M Planning/Building/Public Works Dept. VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, ON OCTOBER 10, 2020. R-406602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FRONTAGE IMPROVEMENTS TUSCANY CONSTRUCTION, LLC ROADWAY IMPROVEMENT PLANS 5626 NE 2nd STREET RENTON, WASHINGTON DATE: 10/14/2020 FIELDBOOK: PAGE: SHEET: 2 OF: T O � u