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HomeMy WebLinkAboutR-392311N M O 0 W I- v rr a w n z z U a w 0 H IL a a rr J a I I I I a� X Z 0 0 z Y J a m a U N 0 N \ 0 E a� 0 a 1n 0 I I Ln 0 i 0 1-1 Ln Ln 0 ASBUILT DETAILED GRADING PLAN 3.2 TW=435.0 �,\ \\\�6 `\\ \ FOR BW=431.8 sP�6 \\ \\ \ \ 15' LANDSCAPE \ \ BUFFER Tw=432. 2'4 \�\\ ALLUi AA T TIFFANY PARK RETAINING WALL LEGEND TREE PROTECTION KEYNOTE: TRACT O TW\ 35.0 \ 2'9 BW=432., 436\0 0� PTN OF THE W1/2 SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4 OF THE SW1/4 OF SEC. 21 -�� SHARED UTILITY/ /� BW- 36.0 . ! ' O LOCK+LOAD RETAINING WALL. SEE PLACEMENT PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS ACCESS TRACT ���� '� TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON DETAIL SHEET 16. TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED. TW=435.0 \ TW=4 is \\ PLEASE REFERENCE THE TREE RETENTION PLAN ON 0 25 50 100 39 Bw=a31 1 : BW=437.4 ROCKERY RETAINING WALL. SEE PLACEMENT rx 14 ` O DETAIL SHEET 16. SHEETS 64 THROUGH 66. \ TW=440.7 \ TW=436.3 ^� ,' . 438 - TREE PROTECTION FENCE 5.2 �y ^� =437.2 BW=431.1 q ` EX. ONSITE TREES (D TRACT C , 15 k /��y . • . 40' - \ TW a z o \ \ \ / TO BE RETAINED (TYP.) (^ DRIPLINE DELINEATED BY WFCI IN PEDESTRIAN ACCESS BW 437 (6' MIN)* TW=436.3 435.00 ` 5.5 BW=430.8 q ... � \ \ 5' WIDE PAVED ' TW=43a.o is ��$, *NOTE: PEDESTRIAN PATH. , : 16 PER DETAIL SHEET 29. ¢30 436.40 2 w L PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TW=4343 \ `� WASHINGTON FORESTRY CONSULTANTS INC. (WFCI) DATED 4.3 _ �� , TW-436.5.05 Z.$ TW=440.0 ��\ ' , BW-430.0 © \ . M/ .i gW=436.0 BW=437.2 438. ��\ ���. 08/16/17, THE DRIPLINE IS A MINIMUM OF 6 UNLESS 17 v/ >? `\ 2 3 TW=436.3 - :�. p 436:20� 1 m N OTHERWISE DELINEATED BY WFC . ALL TREES TO BE BW=434.0 4 L SAVED ARE REQUIREDTOHAVE IA 6-FTTREEPROTECTION hw-a3s.2 35 •. ���+ TW-434.3 \\ i' BW=434.7 �\ \•44 FENCE (CHAIN LINK) INSTALLED AROUND THE DRIPLINE AS ED RIFT A APPROVED I THE FIELD Y THE PROJECT 13 VERIFIED AND OVED N E ELD B E OJEC 5.0 BW=429.3 41 30 '�' 0 .. 1 \\ ' 1 / TRACT T SAD \ \ I ARBORIST. ENCROACHMENTS UP TO 20% OF THE DRIPLINE 12 05 BW=435.8 \�pp�� �V '�� ARE ALLOWED AS APPROVED IN THE FIELD BY THE 4.8 TW=43a.3 433.30 `� 18 8.....@PEI� SPA ,,PPS �, \ PROJECT ARBORIST. PLEASE REFERENCE THE APPROVED Bw z9.5 P 433.70 �✓ TREE PROTECTION PLAN/REPORT PREPARED BY E 1 Tw=a3ss 20 ........ \\-Jw=44o.0 10'�Ly4 SOAPING \ I� WASHINGTON FORESTRY CONSULTANTS, INC. SEE SHEETS BW=434.8 TW=441.1 6 W- 5.4 \ ""4 a 1 4.34_ - - i 403 0 TW=439':3 4.5 BW=a3a.6 'S BUFFER- 67 & 68 FOR DETAIL. / - - - - 2 TW-437.20 / BW=434.8. Qj. 11'... ..., .a. BW=432.0 -43 ' 5. co �0 BW=4 1.8 TW=4n TW=437:2 0. 433.30 1. d TW=434.3 b7 �' / _ �W\\6.5 \ 8.7 gW=425.6 ' \ ' . ' 431 00 TW=439.2 4 \ ��Z 19 0 .,►___ __BW=435.2 BW 44o.0 J TW=435.0 \ TREE P TECTION FENCING 2.1 `�¢, i 10 3.2 TW=437.8 zt 6. 1! i \ BW=431.8 I 4.0 ......... c? 4 BW=428.2 �/ \ ,.. :• i BW=a33.8 - 433.60 \ \ \ .... 1, A TRACT N - - - _ , �� . , � 24 25 26 TW=434.6 / \ I 23 434.20 433.80 1,3 � SHARED UTILITY/. / - 7s �' TW=434.3 BW=426.7 432.80 433.60. / CCESS TRACT.: j 8'1 BW=426.2 8.3 TW=434.3 \ 21 22 433.so 1 BW=426:0. P \ 430.80 / 27 f - 7 9 . ..�32.. 42 ��. \ \ I\ 433.60 28 2 BEARING PAD � 430.70 , ` P 20 : \ / ELEVATION TYP. '`TRACT R TW=431.7 \ 434.30 29 (TYP.) 4:8 BW=426.9 TW=431.7 A3� i 428.60 \ ; Q� 6 \ / $ F CRITICAL AREA ` sw=a3o.7 1'0 •, 1 Q� i \ \ \\ ¢��.. 1 4? - "� Ni 435.50 j 30 6' *NOTE:436.9R k1 �•`'D-A i P426 CATEGORY 2 r =q 126 BW=428.3 1'0 428:30 ; \ ` 1) LOTS 11, 12 & 13 SHARE A SINGLE 20' WIDE S 5.7 sw=a2s o rW=42s.3 \ �� i - - ` / " , DRIVEWAY ENTRANCE TO PROVIDE ACCESS VIA 101 / o o '. ... \ 0\ i i i BW=41 2 P o o SHARED DRIVEWAY TRACT N. .00h F�� 4 rw 426.E 74 425.60 o o REv _ 2) LOTS 14, 15 & 16 SHARE A SINGLE 20 WIDE �♦ wF Ql �. BW=419.2 TW=426.6 S�OfNTi \ f DRIVEWAY ENTRANCE TO PROVIDE ACCESS VIA TW=422.4 2 6 2d a' I vJ TW=422.4 �ci BW=419.2 3'2 BW=424.0 \ CCESS � �" SHARED DRIVEWAY TRACT 0. ° O � � \\ TW=418.6 / ,, P.. S . � -430.8 6.0 P � ;rw A 26 .. �` 6.7 BW=411.9 / G� �o TW=426.6 4.7 �� 1 \g� - - - BW=424.8 ` ` \ lijV i V Bw=azls o A A ONG / ) EE SHEET 44 AND 45 FOR DRIVEWAY ENTRANCE .� r 418.20 1 0 - - PORTION OF W LL L R W `" .' o \ , 3 DETAIL. TRACT B . , 2 OPEN. SPACE TW 414.9 - . / TW=419.2 '' / ' 4 GRAVITY ALL P TO BE FILL W • ` 70 Bw=ao7.9 ��� ���� ��? 5 Bw=a15.7 3.5 11 \ 32 rw-a2s.o 438 1O 4) DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION %.TREE PROTECTION �� 414:70 ` A sW-424.8 A OF DRIVEWAY FROM ADJACENT PROPERTY LINE CAA TW=415.7 \ 1,j p� N PROPERTY LINE. 5 .. TW=411.9 3,$ 1 424 0 1 . 4.0 Bw=a1 is / SEE i - � BW-407.9 � \ 7.0 TW=411.3. ^(',. ��_��� ��i \ 0- S1'l p st r Bw=404.3 . D� . �I \ 43 `F CO/V /NVA �20 FOR 5) SAFETY RAILINGS SHALL BE REQUIRED WHEN THE \ \ BOTTOM OF A ROCK WALL, RETAINING WALL, OR ' -, t ` \. P TW=434.1 t} TW=434.1 �' �' \ 9.3 BW=424.8 .... �3 9.3 N 3 . 4 i 0. \\� P s W=424.8 Z SLOPE IS 30 INCHES OR MORE BELOW THE :.4.1 2 90. \ e 406.90 �o \ ; \ \ ' �� ''- �- FINISHED ELEVATION OF A SIDEWALK OR OTHER z 0 d'. \ TW=423.3 o� BW=419.9 3.5 \ \ 424.8 ; Z PEDESTRIAN FACILITY. ... . TW TW 408 \ BW=404.3 3.6 \ 0\J� \ / p \ O i:o 1 r. 0 P 88 \ BEARING PAD W �o BW=401:9 - \ - 422.30 p \ s \ 2 O ELEVATION (TYP.) > \J TW-419.8 \� 403.36,�/, P' . ew=ais.8 3.0 TW=42s.1 \ - 4.02 1 \ _ � .A° ° \ - _ TW=416.8 89 \ N S! - - BW=412.7 4.1 TRACT M 400.90 � > ,o \ , , : ' � 418so , fA 400.. CRITICAL AREA 90 Tw=azs.1 6 BW=416.8 sr TW=408.0 BW=400.5 0'5 - - 4 TW=426.1 6.3 ` TW=412.7 BW=419.8 80 6.1 BW=401.9 ` �t�S 4.0 ew=4o8.7 _` `O .420 91 4. 06, pLG p 1os ew=4os.o.... 41 1.70 RSA 425.10 LL _ . ♦ sw 0 \ TW=405.3'. 407.70 \ `\ ♦\\` �G BW=402.0 3'3 TW 408.7. Q `\ \ ♦ \ \\ O IJ aO I .3 l <hA BW=405.3'3.4 \ \ ♦ \\ \ I ` Vv/:`i+ o TW=4.12.7 \ ♦ TW=426.1 10.1 404.30 5t•. BW- 4.8 7.9 \\ \\ ` \\ BW=416.0 \ rn o \ ♦ `\\♦ \ P WETLAND E - ♦ . \ \ . CATEGORY 3 94 _ \ \ \ \ \♦ --- p 401.00 \\ ... �6 \ ` ♦♦ \ CNI R CTAl \ \ ♦ \ BEARING PAD 396 - _ - ` \\ \\ \`\'� �♦ \\ ELEVATION (TYP.) / \\.. 41 \ �\ ♦ \ J98 \ \ .\ \ \ ♦ t 0.0 TW=396.3BW=396.3 / „ \ �.. ..4.10..,. �\ `\ \ ♦♦ \\ TW=398.2 0 { ........40 \ \\ \ ♦ \. 2.$ BW=395.4 1 �\ \\`♦ \\1 TW=398.2 406 \ \\ \ ♦ \ 0.4 BW=397.8 / \ ♦♦ \\ RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE DRIVEWAYA � DRIVEWAY LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH 1 STA. 11 + 13.54 SE 18TH STREET 16' 21 STA. 15+89.20 SE 18TH STREET 16' 2 STA. 11 +41.54 SE 18TH STREET 16' 22 STA. 16+59.73 SE 18TH STREET 16' 3 STA. 12+ 13.54 SE 18TH STREET 16' 23 STA. 16+87.14 SE 18TH STREET 16' 4 STA. 12+41.54 SE 18TH STREET 16' 24 STA. 17+57.21 SE 18TH STREET 16' 5 STA. 13+ 13.54 SE 18TH STREET 16' 25 STA. 17+84.62 SE 18TH STREET 16' 6 STA. 13+41.54 SE 18TH STREET 16' 26 STA. 18+54.68 SE 18TH STREET 16' 7 STA. 29+29.03 124TH PL SE 16' 27 STA. 18+82.09 SE 18TH STREET 16' 8 STA. 29+01.03 124TH PL SE 16' 28 STA. 19+51.52 SE 18TH STREET 16' 9 STA. 28+51.03 124TH PL SE 16' 29 STA. 19+79.52 SE 18TH STREET 16' 10 STA. 27+74.41 124TH PL SE 16' 30 STA. 20+51.52 SE 18TH STREET 16' 1 1 * STA. 27+74.41 124TH PL SE 20' 57 STA. 30+80.68 124TH PL SE 16' 12* STA. 27+74.41 124TH PL SE 20' 58 STA. 31 +08.68 124TH PL SE 16' 13* STA. 27+74.41 124TH PL SE 20' 87 STA. 31 +63.02 124TH PL SE 16' 14* STA. 27+30.27 124TH PL SE 20' 88 STA. 14+05.98 SE 18TH STREET 16' 15* STA. 27+30.27 124TH PL SE 20' 89 STA. 13+78.03 SE 18TH STREET 16' 16* STA. 27+30.27 124TH PL SE 20' 90 STA. 13+06.03 SE 18TH STREET 16' 17 STA. 27+58.22 124TH PL SE 16' 91 STA. 12+78.03 SE 18TH STREET 16' 18 STA. 28+09.99 124TH PL SE 16' 92 STA. 12+06.03 SE 18TH STREET 16' 19 STA. 28+37.99 124TH PL SE 16' 93 STA. 11 +78.03 SE 18TH STREET 16' 20 STA. 15+61.80 SE 18TH STREET 16' 94 STA. 11 +28.03 SE 18TH STREET 16' ` 4q4 402 WALL NOTE TOP OF WALL ELEVATION (TYP.) NO PARKING SIGN INSTALLED PER \ DETAIL ON SHEET 45. PARKING TW- 96.7 0.5 © WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. 60' SPACING ON CENTER MAX. n STREET NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION BW=396.2 EXPOSED HEIGHT OF WALL (TYP.) EXPOSED BOTTOM OF WALL ELEVATION (TYP.) SURVEYED: BCE DESIGNED: BJT BK '11/20/18 BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: BY DATE APPR RAG APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROPOSED: ASPHALT CONCRETE SIDEWALK CONTOURS - - - -530- - - - - EASEMENT PROPOSED MONUMENT O FENCE EXISTING: SURVEY MONUMENT (AS NOTED) 9 BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) • MAJOR CONTOUR 530 MINOR CONTOUR 552 BUILDING EDGE OF ASPHALT J.TA�k� P� OF W / o Z z 4,423 p �� �FSS DNA N 11/20/201 L0 O 2 � 0 U O F- z> I o (n g N c0 T aJ a z � ZZ w J QP j J zp 00 rC 4 CN o N 00 0 � 0000 M 00 �Zz Z I I cl� z ww M Q 3: Ln Ln z 0 z � O Lc) N N �-..-. C z } w Ld N Z N N 00 LLJ � J GC `1 U ( �N 0 'Div/ . CITY OF RENTON EDEPAFiTMENT OF PUBLIC WORKS J 2 Q SPECIAL NOTE: APPROVED BY DATE = Lu L0 WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE ..RR Z L0 BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED APPROVED BY DATE V ,tom O FROM THE BOTTOM OF THE BASE ROCK TO THE TOP Jv (c) OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS APPROVED BY DATE MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP 0 Cps5 O OF WALL. APPROVED BY DATE DATE: 7 ` VERTICAL: NAVD HORIZONTAL: NAD 11983 983/1991 CITY OF DETAILED GRADING PLAN 11 /20/2018 m 3/11� RENTON ASBUILT - ALLURA AT TIFFANY PARK FFIAELLDBOOK: O DATUM MAINVUE WA, LLC DRAWING NO: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: 11 OF 68 m IRI-1319121 1