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HomeMy WebLinkAboutR-421214CONSTRUCTION RECORD N DRAWING N THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS I PREPARED BY BARGHAUSEN CONSULTING O ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A 0 COMBINATION OF THE FIELD SURVEYED INFORMATION Lu AND DOCUMENTED FIELD REVISIONS. rr ui n O n z a 110 N 0 N «j N E 0 3 a E L 00 ,'I - I'll) N C 1v 00 rl) N 1-1 V) O 0 0 AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. SEE SHEET 15 FOR ■ _ CITY OF RENTON, KING COUNTY, WASHINGTON SD STUB ■�■�■ ■ ■ ■�■�■7300' GND=297.60I.........4.5... .ILF 6" PVCIE=294.90'®2.86% SEE THIS SHEET FOR CONTINUATION '30 'r a a I YD 5 WIDE X 15 LONG DRYWELL II •' w RIM="ter 299.58 II EX 60'■�.�■�■�■�.■�■�■�■�■�■�■�■� (TYP). DEPTH TO VARY BY LOT. \ I IE= 72 (6.") 296.66 :: gj � LF 6" PVC YD 298.•96 SEE SHEET 22 FOR DETAILS. I � II R/W 1 a i I SD STUB :2 RIMrwzs L`' 29` �» GND=298.97 298:80 SD STUB 1.64.'� IE= r. 4- (6") 4 IE=295.95 - 3 �98 �+ z�& LF 6 PVC I GND=297.94 �95.28 �$ 297.70 W 85 LF 6 PVC l,1`i 77 LF 6 PVC 298.20 ►-29 �n II 031i 4.40�' 1 IE-295.52 SD STUBS ���.;;` ®g .I 0 6� GND=297.61 ..... . n a� } ( 299.20 0.96� oru_nno on 0 96� gz& II I I W\< 3 ii a �' \ Trr�o� IE=294.77 I I i Q W I ii z 15 \ » ou1 n� IE-296 89 `c»* 9 - » I I Q Of w a 11 0 LF 6 PVC _ 10 LF 6" PVC LF 6" PVC 9 � LF 6" PVC - - - II I I I I jj 0 ' , 0 1.04% - 0 1 V. 1.19% 06.67% EX 18 STORM'P(�� ► ----- --- - ® 8 32 /" I W o g 299.07, YD 1 8.76 b? 298.43 1 1 297.50 1 97. 3 297.57 YD EX 8 SEWER I, o o ;; a RIM- R W RIM=�9�36- 1 I I W L 3 J IF=9967- (6") a' Q. g YD a IE=�91- 6 Q m II i a296.14 RIM=298.63 d d 23aLF 6" PVC G a °' d d („)^ 294.16 ' c > 0 q, % i ; IE= � (6) 0-1.84io 1.31%' a d I I w 9• �:''r::: 295.40 d W I r� �! 8" WATER YD ° a ° ` d 5 LF 6 PVC 4.ra:7::; S m-w Iw a 12 LF 6" PVC RIMz98:�3--297.92 ° 0 1.84� , ''" 1 `o' �` 0 �-:6#%' IE-E95.88 (6) 294.98 P 1.019 \^ 1 A J I 2 I II r\��\ ,, II 0.99% .. W MO N 60 LF 12 SD --- \ \ �- a - ROAD A . ry 24 -2-& LF 12 DI- ��,,a 2 h ;�� RESIDENTIAL ACCESS II cs N �n. II 3II o';assa} a 35 LF 6" PVC ............. WATER SERVICE ...... ..... i ............. ,........................... INTERSECTION � ;............... z�#8- L .......... ............................ r�:ss::........ �::...... ................ 249 ... ............. F 12" SD 0 8.9". 1.14X (TYP); C6 STA=10+00.00 ROAD A I C a.. STA=30+00.00 ABERDEEN AVE NE e ° . 8" SEWER PERMEABLE YD ° i 11 I :. ° d 298.0091YD �. RIM=F7' 297.13 » d >i PAVEMENT PER C.O.R. EX . 16� WATER 11 a RIM= 6-le ° STD. PLAN 261.10 . IE-294+7 6" . A- 296.82 _ YD I 1175 3 II 298 72 YD <, ' s $ ° IE=294.52 (6") °., tea' 294.19 °' • • .'.4 'RIM - RIM �96 II - e . .. a: ° d ° 16- LF 12" SD °' IE=i'9riCr (6") 294.59 R W IE=-_T (6") p 11 1 _ 295.27 7 1 ---------- ----- 0297.49 297.22 O 293.41 I ° 13� 298.42 1 - _12 - 32.5' ° " 79 �-88- LF 6 PVC 0 LF 6 PVC DRIVEWAY SEE LF 6" PVC 11 � LF 6" PVC 0 0.98% LL 0 96 C.O.R. STD 104.3 �6- X II EX 62.5 3 II a a 0.94% ON SHT 21 0 30 RI►1 4.78% . w 1•. R/W 8 " I 3.439 _ » 5 5F I 3 3 ° .e: ' ° ' '��fM=�98-3& 76 LF 6 PVC 7 6•.....R 296.50 „ i ■' ■ ■�� ■ ■ ■� a..r °i - " 298.30 0 $98a% 0.89� 297.80 SD STUB 297;20 - - SEE SHEET 15 FOR CONTINUATION SD STUB BEARING PAD 1 GND=297.53 5' WIDE X 15' LONG SD STUB GND=298.72' ELEVATION (TYP) SD STUB IE=294.74 DRYWELL (TYP). DEPTH GND=296.94 IE=295.39 GND=29 TUB TO VARY BY LOT. SEE IE=293.49 SHEET 22 FOR DETAILS. IE=294.98 I N Sao, to] ml NO 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' 0 • m KiA 285 280 EX FENCE TO �\ BE REMOVED \ BLA 2 i \ 1 I 1 1 .z Innlr /H-)TAC iANL_ CUR I / ,:) g o AP,- 3.;4.;9-- sla a In YD " RIM=297.50 297.54 IE=29.4.06 (6") 294.11 23 LL 2+ LF 6" PVC 0 + 30 5.127 EX LOT LINE (TYP) - I, �EAM GUARDRAIL TYPE 31 W/ 1 "DESIGN A" END SECTIONS. SEE SHEET 22 FOR DETAILS. TRACT A I\ 23 LANDSCAPE LF 6" PVC 0 0.98991 2.07X ° BLA 3 1 0 ° - A I r\/ 1 111 AL_I_/\ IVIIL_ V I A CAI 0t " in IV � .iVvV-IICJ/ TREES TO BE VED (TYP) YD 12 RI 296.73 3- LF 6 PVC, - =293.36- (6") 293.31 0 3.67% 0. 88% 9 LF 6" PVC ' 0 8.98% 1.07% `TREE PROTECTION FENCE PER TREE RETENTION PLAN ON SHEETS 30 TO 31 (TYP) 2-TIER KEYSTONE WALL. SEE SHEET 12 FOR DETAILS. LOW PT STA = 11 +01.00 w N OC LOW PT ELEV--- = , 298.03 28 - J N o J LLI 0 w 0 o rn 00 r oo Q o ao z z c0 Fri W PROP L - >enim> o TYPE 1 WIT' lRU -- _ - + » » » TYPE 1 WIT' lRU _291-.375 --EXISTING 00- CURB LET 0 CENTERLINE (PUBLtG)-- r- STA=12+63.36, 12.42LT RIM=296-51- 296.07-- 00 07 m N (0 D7 M N � r CD D7 CA M N N 0 00 CD D7 CA M N N coo m 00 U7 CA M N N N o 00 CD CA CD N 17 o (o 00 07 0) N N Cq o(q ^ D7 (7) 0) N N 0) N N O � CO O) N N N rn � L(7 0) m 04 N o co Ln O) N N Cq co co Ln m O) 04 N N co Ln m O) (V N IE=293.8 IE=i9�3� (12" t6 m 6) (V N N 292.99 S) 292.99 DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 1FF00 12+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' RECORD DRAWINGS AS BUILT RK 5/4/22 BJT suwmm� sOALE' PLAN: 1 "=20' VERTICAL NAVD Lees REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DESIGNED PROF: H 1 "=20' HORIZONTAL NAD 1983/1991 RK V 1 of DRAWN: DRAWN: RK ONE INCH DATU M CHECKED: AT FULL SCALE BJT IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SME ACCORDINGLY BJT 3M m m 280 0 10' 20' 40' SITE MAP KEY PLAN SCALE: 1 "=20' ----------- P(OH) ........... .......J06..... ............ ' 1 '•.. I PROPOSED ROCKERY J 4' MAX HEIGHT 300.82 YD_/ RIM=366.61} 296.88 2 298.80 I I. '. ............. -CO-1.... ... RIM=300.56 IE=296.87 6 3 LF 6" PVC 0 1.62% FOR CONNECTION OF WALL DRAIN 97 .......... 9& kF 6" PVC f&O. 1.64Z BEARING PAD gyp` 3 f ELEVATION (TYP) 298.20 SEE THIS SHEET FOR CONTINUATION KEYNOTE OSPOT ELEVATION AT BACK OF WALK, CENTER OF DRIVEWAY. ®CURB RAMP NUMBER. SEE SHEET 16 FOR GRADING DETAILS. © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY CITY PERSONNEL. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY ❑S ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. DRAINAGE NOTES: I. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00 CALL BEFORE YOU DIG: 1-800-424-5555 k CITY OF RENTON Planning/Building/Public Works Dept. Ln T O O T M H H T N a J H H T N O N S/ Al WAS O o �20100 41� FS STERN` s/DNA L ECG 7/ 7/2023 V E C v d% _c 7 .� i (0 Z C Lu c N N M 00 tea[ N L\ LO O L0 4-7 N N /c�v W U 00 r a) Y 1-t R-421214 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS-BUILTS ROAD AND DRAINAGE PLAN AND PROFILE - VMAGN�`11V�I; LLCM 121 3RD AVENUE KIRKLAND, WA 98033 rr Lu 0_00 OM ET � N z0 = z DATE 7/7/2023 m ZJ 0 FIELDBOOK: PACE: a J Ll.l DRANANO NO, U m mmT:14 GF:40