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HomeMy WebLinkAboutR-436021r) w Lu rlr z 0 75 rr Q Q) E a 0 3 00 00 N N N Q) / 00 N N N / U) 0 0 0 N N a a i.7 PROPOSED MAILBOX LOCATION 11 q] z 0 10' 20' 40' SCALE: 1 "=20' LOT 21 PLAN FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 32 LF 16" PVC 20 0 5.73% CO 455.90 N° RIM=457.34 - ° �� I IE=454.15 (6") WD �� o . 46 LF 6 PVC RIM=456.99 N84 02'S3"W 18.79' CB 0 6.05% IE=455.98 (6") x RIM=455.98 I �-- _ -- _ SO'16'1f"' 126.42 \x 00 ---- ° IE=453.20 (6") - - IE=453.20 (6") P " r 11 LF 6° PVC IE=453.20 (6) / ®2 pp% W Lyl 7� LF 6iPVC i CO CONNECT TO EX 4" CO \+ 0 2.00% I ROOF DRAIN LINE II.......... . RIM=456.18 ; IE_453.33 OF DRAIN120 "+ .0 " 1 I / 41 LF 6...PVC ..-���........... x � �.. 0 2.007.. CO 5 �� ° m I.......458........................................ . P w I I RIM=457.16 BSBL I I �\ o ° . i i IE=454.36 (6") f t o En c l x GODO I' co I - - ' 21 46,123 SF REMAIN I R W x 5 TRACT D I EX BUILDING TO Rp 4. I TREE RETENTION I f�l 'I I- I / EX CHURCH 1� 1 (V r TO REMAIN W W ° I 1 It (n J1 ROOF DRAIN \ X f II 11 a a - (TYP)------� ° � I I a a � � CB#26 CB#2NEW SIDEWALK TO_...� -I CONNECT TO EXISTING I } 0 I O'16'12"W 48.16 Q I EX BUILDING m TO REMAIN I } 0 --------J`.0 --- I ° O / / --- m c---' I } ---------------------- - �]------. ------------------- ------ ------------ I DI 1 L--- --� T ------------- -- l G) ' • .. - P(OG) P(qG) P(UG) ........ I 20 1 1 P. -i - - m I� BSBL 457.24f MEI i GJ Tr00 4.'/4'--------------------, N \ - PROPOSED ' A ° 11 00 io ' ASPHALT (TYP);--- -----I J ' SAWCUT 0 \ YARD DRAIN (TYP) V - EX OFFSITE TREES (TYP) C� DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES S❑ ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 33 © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY KEYNOTE T 10' STORM EASEMENT I SITE MAP KEY PLAN I 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. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. KEYNOTE ZCONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. II N LINE (TYP) '� �, A�Gc I - - (NP) ....... I 457.31 456.42f ME I J EX ASPHALT AND PARKING j r- - - - - - - - - - - PROPOSED EXTRUDED \A TO REMAIN (TYP) q5 wo m rG CURB (TYP) �6 PSE EASEMENT J \ r� YARD DRAIN PROPOSED PARKING AFN 9405120411 N1'48'30 E 44.95' (TYP) h� ' STRIPE (TYP) ;G��1�I� I EX SCHOOL TMP STA 43+85.05; 22.00 LT IRRIGATION DCVA TO S1 56 36"W 31.65 I \ BEGIN 4:1 FLOWLINE TAPER 1 ° p 456.52 9•37 1 BE RELOCATED TO TO REMAIN \ 1 r I G I I \ CITY nr ->rn iTnn i / 13.38 �I I BEHIND SIDEWALK z �, CONNECT TO EX I L�� ' `-'� ^ GE „� SIDEWALK _ m -- -- -- -- SIGN TO BE RELOCATED TO - o ' LIGHT I TEL. � � � - ° I S� 4 1 I BE BEHIND THE SIDEWALK o I o I ROCKERY - N46'50'26"E 18.28' I (TYP) I JBOX o w / L. "�---------------- -- ------ -- - .70'LT �- o � c� STA 44+02 22, 17 I ° I 18.19 - c - -- I z PSE EASEMENT D . : EX SIGN . GAS J EX SIGN - I TEL. JBOX ` END 4:1 FLOWLINE TAPER A=90'03'52" r TO REMAIN V V PTO REMAIN L I I AFN 6614146 z CB STD GRATE TYPE II 48" �R=25.00 AM manomma- 0 1 136 LF 12 L=39.30' o .5' SIDEWALK 1 29 15"W 87. MAILBOX TO BE RELOCATED , . RIM=452.72' ° N1'51. 02.E •62,7 S1'S0 14 78.12 DI (PUBLIC) I� SO'42'S6 E 61.21 _ --- TO ROAD A. SEE SHEET 6 ° 12" CNC IE N 447 62 �_ 20'1 ° _ " _ CNC..IE E-447:92 FOR PROPOSED LOCATION. 32'��---.-.-.-.-.---.-.------ ---. S163543 E 6.32 m < i 8' LANDSCAPE ° - - �. - _ _ 82" C = S 7 08"W 6 .. _-�--- _ .....T.UG------ .. 6 .. `- CB#34 NC IE S 447.64 ........ .... S1'50'26"W 308.71' I 4 PLAT BOUNDARY. - - - - - - - - - - - - }___ _________--------------------------------- 4._. .._._._._._.. _.. _ - - ------- as ---------- ------- ---- - = =-= =_ = =_ - = =_ --� =_- - -_ _ = =_ =- _ == -- =_ = =_ = =_ =�_ = =_ =_- _ -==-= =- = = _- = =__ =_ = =_ = =_ = __- __-� =_ _ = -- =_ = =_ = =_ =_ -- -�- ---------------EOA------------ ---------- II EX CB#1 a ... EOA SEE SHEET 15 FOR 11 LF 12" z ��� < ................ TEL. 'A - � --' "-- -_� � �-� � � POWER POLE V SEE SHEET 15 FOR SAWCUT v �y II ........ EX SIGN TO GRADING DETAILS RISER ------------ DI (PUBLIC) I II W LUMINAIRE & GRADING DETAILS LINE TYP m II I 8' SLOPE EASEMENT / / BE RELOCATED 1 3 (TYP) � x S0'39'02"E 460.13' ' ......... ' EX FIRE HYDRANT II UG WIRE DROP � Ln .. . EX R W I AFN 6529925 ' i TO BE REMOVED III I = w nn nn nn M M M M M- M M �- M M W lAl t.L. J I l o W M M o M EX WATER METER TO BE RELOCATED TO o " o CB STD GRATE o EX FIRE HYDRANT m ........ 116TH AVE SE II �Ss o I II " AND WATER LANDSCAPE STRIP. RELOCATION TO BE X x 454......-- RIM=454.89 �, EX 6 AC 4 MINOR ARTERIAL II RI STD GRATE TYPE o II o PERFORMED BY CITY OF RENTON UNDER tr » z METERS TO REMAIN o...---"--- .....--��� N INTERSECTION 12 CNC IE N=450.79 II POWER WATER RIM=452.64 \ss � I SEPARATE WATER PERMIT TO BE CREATED 456... STA=10+00.00 ROAD A 8" DI IE E=450.85' POLE ARM R------------- ---- ----------------- --- ---- IE W 448.39 EOA BY COR AT TIME OF PERMIT ISSUANCE..... - ..... - - ISER EOA �/ � 8" CNC = STA=40+00.00 116TH AVE SE ------------------------- ---------------------------------------------------------------------------------------------=---------------------------------------------------------------- - -------------- ....�--"- I ------ d (HO)d ( d P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) •'• P(OH) P(0 (OH) TUG(OAr�yGPEBH}-�gG�(ny��0f(Q}iL OH TU (OH) P P(OH) P(OH) f __ ---1------------- ------------ - G-G-G-G-G-G-C� G-G-G-G-G-G-G-G-G-G-G-G-G-G-G c-c-c-c-c-G-c-G-c-ccc-EX SIDEWALK-c-c�-�•-G G-G-G-G-G-G-G-G-G-G-G-G-G-G- -2 ..... ---- d a (HO)d H )d (HO)d (HO (HO)d (HO)d .. n ,�� d- ss-ssss -ss s-ss- ss- ss -ss- 11 GA EX R/W-iiiiiiii..ii-.tt..-..i:.... ii-iiiiii EX R W 1 / _ Al 1„ POWER POLE �, 1D vvhvini v i LL.I/ mv�.nvvfh-u v v�i vi o ti �`,� a POWER POLE n T A k A\ ` POWER oy +, niVi ; POLE ARM W/TRANSFORMER, CB STD GRATE r"�� ��_u UG WIRE DROP, AND i L:f1Eh vlivvEh �- ����' �5;= �^^-^�`•�^ RIM=454 79' A LUMINAIRE 8" CNC IE W=451.69' R-436021 BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED NO. REVISION O N S%r WAITI Sy/ � ,A� o � z ?' 0 41 - � �/STER � NA L 1/6/26 J O J v � C � � 7 . _ Z3 0 t of i Lou N � M i 0 aOON � is � C >Q j LootLn m 0 a-,' c N N W V r4 r- Y N N O LO N 6 , u H H N Q J H H N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` 1 ff HBray 02/05/2026 00 W N CALL BEFORE YOU DIG: 0 N 1-800-424-5555 pC O Z RK 9/26/2 TJS SURVEYED: SCAM, DATE ANc 1/5/25 TJS DESIGNED: 1 "=20' HORIZONTAL-NAD 1983/2011 CITY OF LOT 21 PLAN 1 /6/2026 Z O RK � FlELDIi00K. O DRAWN: RENTON PAGE: RK ONE IN DATU M HARMONY RIDGE DRAWING No Cr L j CHECKED: JT AT RILL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH ICH IJO USA, CO., LTD Q v BY DATE APPR APPROVED:SCALESGLLEACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 s" " 21 °F* 66 = 00