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HomeMy WebLinkAboutR-416609O EX CHILDREN nnIl PLAY AREA iI__I W C) G rr H I- O J W k W NOTE N GRADING NOTES OUTLET LO EXISTING o - .AS -BUILT DETAILED GRADING AND FIRE LANE SIGNAGE PLAN 1. SEE SHEET 23 FOR DRIVEWAY ENTRANCE DETAIL. 1. ALL EARTHWORK AND GRADING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GEOTECHNICAL �- DITCH �+� ENGINEERING RECOMMENDATIONS PREPARED BY TERRA ASSOCIATES, INC DATED 2/25/15, AND 9a '`�.OF ANY SUBSEQUENT REPORTS AND FIELD DIRECTION FROM TERRA ASSOCIATES, INC. THE SPECIFIC 2. DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION GEOTECHNICAL INSPECTION WORK RECOMMENDED IN THESE REPORTS MUST BE DONE AND • �� OF DRIVEWAY FROM ADJACENT PROPERTY LINE DESCRIBED IN SUBSEQUENT REPORTS TO THE SITE INSPECTOR. CONTRACTOR SHALL OBTAIN \• � � `�����,_ � � � � o � � ELLI TT FARM ©PROPERTY LINE. APPLICABLE REPORTS AND KEEP ON SITE WITH THE APPROVED PLANS. S _ O % 3. SOIL AMENDMENT SECTIONS TO ALL DISTURBED 2. THE CONTRACTOR SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF A PORTION OF SECTION 22 TOWNSHIP 23 N RANGE 05 E W M SOILS PER DETAIL ON SHEET 24. CONSTRUCTION TO IDENTIFY THE EXISTING CONDITION OF THE ROAD WAY. FOLLOWING THE ACCESS &UTILITIES EAST REC #20000201000940 EX CURB (B SIDES) EDGE OF EX ASPHALT SEE SHEET 19 FOR MORE DETAILED INFORMATION .� .1 COMPLETION OF PLAT INFRASTRUCTURE, THE CONTRACTOR SHALL VIDEO THE HAUL ROUTE AGAIN AND IDENTIFY THE POST CONSTRUCTION CONDITION OF THE ROADWAY. THE CONTRACTOR SHALL CITY OF RENTON KING COUNTY WASHINGTON REPAIR THE ROADWAY TO A CONDITION EQUAL OR BETTER TO THE CONDITION OF THE INITIAL ` ' ' VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY THE CONTRACTOR AND ' •... REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL PLAT RECORDING. RFNLO _ _ roN M FIRE LANE NOTES: o \ �` VALLE CD l�� 153060 0 ' ' ' 1. LANES SHALL BE IDENTIFIED BY A FOUR INCH (4") WIDE LINE C) AND CURB PAINTED BRIGHT RED. THE BLOCK LETTERS SHALL -==_ 91.65 92__Oq X !� STATE "FIRE LANE - NO PARKING" BE EIGHTEEN INCHES N D i 93.0 / 1 s..� ,� " - �/6' � 18" HIGH PAINTED WHITE LOCATED NOT LESS THAN ONE U 91.77 932- .I _ 9� CALE: 1 -30 ( ) a- x\ �92 _ �\ 91.86 `ice FOOT (1') FROM THE CURB FACE, AT FIFTY FOOT (50') TRACT <I. \ \ �'`-.., T �. \•. \��� INTERVALS. 92.84 3.91A ' 9�'5.8�,_`\ \ \\ OPEN SPACE �� \ : '. �. ,. _. •. 92.04 APPROX. 4 HIGH X °° ,, `� �,_ \ ���.;. '• _ o � ��� �� �' 2. SIGNS SHALL BE TWELVE INCHES BY EIGHTEEN INCHES (12" 1.5J / _ \ g4•,\\ ,_,` \ \ �� 3' WIDE BERM ALONG 1 92.65 I 94.8,4 `•. \ \ ,_ •. X 18) AND SHALL HAVE LETTERS AND BACKGROUND OF 917 w. I g4� \ _ �. a WA-169 FRONTAGE - 93.72 \-g ° .: �'g2�, �� �� CONTRASTING COLORS, READILY READABLE FROM AT LEAST A I NO PARKIN - I a�•• 4�-�_� , I 1 \ - ��, `�, `�, `-; \ `'�_ .�, _ FIFTY FOOT (50) DISTANCE. I SIGN R8-3 L) .............�, ��� .. - \ \ `_,` .1 , \\ `_\\ `_\` `_ ••\\'`� \ - 92.18 91.83 I a 91.57 ; \ �� ^ 3. SIGNS SHALL BE SPACED NOT FURTHER THAN FIFTY FEET i- � \ ��\ . '... ��\ •g4 �-•• •� � �EXIST I � � � � A - 'N�5�9_; . 3g . ING D TCH '•.. 1.58 50 PART NOR SHALL THEY BE PLACED LESS THAN FIVE 91.76 i •.. ._`` 9 FEET (5) OR MORE THAN SEVEN FEET (7) FROM THE 93.52 i T 4.78 Z 6g \ BE�4RING PAD � ' \ • ` \ \ ... PAD EL=95.0 \\. 8.:'_ .. ° - ,`\_______: EX SIDEWALK � 9 81 �A � ` ° a __ \ \ ��`` _ �� � ,, GROUND. THE INSTALLATION AND USE OF FIRE LANE SIGNS \ \ ° EL ATION (TYP) / BOTH SIDES . r ........� ��'............... \ t% \\ _.__s___ ,___ "`R\ \ \ �� o ( ) / \ \ + ; . P o WILL PRECLUDE THE REQUIREMENT FOR PAINTINGFIRE LANE /°_- - -- - WI NOPARKING' IN THE LANE ONLY. THE AREASHALLBE 5-7 \ ,•� •1.... y .. <_ ;'Oa WIDE '-- �`� \ \ \ `\� �� `'_�� � � (� � Q \ / ��, g s C©NC. _ IDENTIFIED BY PAINTING THE CURB RED OR IN THE ABSENCE (V p ¢ V 2 �. Ti?AIL° \ �\ I------------- _-� OF A CURB A FOUR INCH 4" RED LINE SHALL BE USED. z IGN R8-3(R \� / �Q / 3 92.27 . O / \ \ oo'\ d• : PAD EL=95.0 / 1 ¢ 1 I \32 0 ' - - - - �.�. -9 I o- - O PAD EL=95.0� I 7 I °\ 4`��`-_��� 1 - '`''' PAD EL=94.0 I / 1I \ ° d I �' I �... ���___ � NO 96.06 '� \ b:: I s I I 1 / :� 93.36 8 PAD EL=93.5 e° ■" /•' ; PARKING 4 I I I V /` a STOP SIGN �''' �� _a 4 PAD =96.5NO �',\ \ / 92.38 2 65_ •/ . PARKING % Oq PAD EL=95.0 / I 6 I V I • / FIRE I I 1° ~ 92 8 0 /` C1PEN SPACE SIGN\ LANE RO <. 9A, I ° I PAD EL=94.0 Q ° / / R8-3(B) \�� P� I 1 I ° 93.41 10' WIDE DRIVEWAY ACCESS / I o \ I 6, 3' WI E \ L' I I- TO EXISTING UTILITIES / / Q I 0 T O J W 44 �\ ' .:�' o \ 1 9 I 1 BER \1 I R8-31 R8-31L • \ I I I PAD EL=93.5 Al z 18 PAD EL=96.5 ���� 1 \�� \� I I 1 I rn 1 \ �, ... \ PAD EL 92 5 \ �_- 1 \ 43 � � � \ � � \ •\� \\ I 94.83 I---------94---- 5 �. PAD EL=96.0 �� d / \\ PAD EL=94.0 42 94.10 FIRE LANE SIGN PAD EL=96.0 \ 5.11 1 10 4. I I I I I n CT �• _ ° I I T \ \ \ I PAD EL=94.5 \ 17 I 95.40 I I ROADWAY EDGE TO BE \\ PAD EL=92.5 I • f I PAD EL=94.0 \� 41 .. \ \ .. AINTED FOR FIRE LANE �, °: �. ^ ' :1 � `a: I PAD EL=96.0 PER NOTES THIS SHEET TYP OPEN :�>.=.-::•,.:.: \. � oo-------------- 1 I O_ U U) T Z p 95.40 R8-31 R 40 39 Q U� \ R8-31 D O C) \ 95.46 ~ _ FIRE LANE SIGNAGE TO BE VERIFIED BY THE / PAD EL=95.0 \ 11 PAD EL=95.0 \ °4 95 I d.° 16 I `. I' \ I 1 FIRE MARSHAL PRIOR TO INSTALLATION U \ PAD EL-94.5 • �� \ I 20 BEARING PAD \ PAD EL=94.8 I \ ELEVATION TY T 0 95.87 \ �5.44 \ FIRE LANE SIGN 95.72 r I �p �\\ \\ I PAD EL=94.0 I ( ) j TA/ o TW=97.5 \ \ `Z _ - BW=95.0 2.5 �Q6.. \ s \ \95.64 96 --1� J. \ LEGEND: --- _ �. o � ,:`;:1.�.- / Tw.szs 2 ..• \ ":.� .. '. \°•.° ° II Fib F WAS c_ 0 � 95.84 /--- BW=sSo 5 \ \ �IRE� z _ J PAD EL=95.0 \\ \' LANE I I j /. o I I 96 I I c O � TW=97.5 SIGN n1 I 12 ' z ASPHALT 1 \ \ I I / I 15 Q cn I I o PAD EL 96 0 1 BW=95.0 .5 I I PAD EL=94.8 I > I - .. 37 CONCRETE SIDEWALK ; ;; ;'.,.: 97.50 \ I I I Q Q Z1 w �0 423 • ° .:..;.. •'•. 1 PAD EL-96 0 { \� \ � ����.� � - I o - III � ,�• 'f'F' ----- 0 96.97 \ PAD EL=95.0 \ 1 • 96187 0 N 'I-` I I I � SS /STE TIMBECONTOURS PROPOSED - - -- 6" x 6" \\ \ I II IITONL E� I 111 06/21 /22 GRAVEL STAIRS TO \ \ % I I•. I 1 I z CONTOUR EXISTING 90 PROVIDE ACCESS THROUGH °j.\ \\ \ �' >• d I 13 , 14 _.----� ATE TO TRAIL. = 6.0 = .8 TOP OF WALL ° 98.32 36 I ..\ I PAD EL 9 1 I PAD EL 94 I ''• \ I � II� \ I ;:\\ \\ \ �° \ ��V... FIRE LANE SIGN.. I 1 NO PARKING 10 �o \ ZZ �� (� ELEVATION (TYP.) ::..: �. 2.5 HIGH MAX MODULAR \ \ PAD EL=96.0 \\\ ( 1 SIGN R8-3(R) 1 / \\ j Ij .......... / PAD EL=96.0 V � .... BLOCK WALL \1 �. �.:. \ EXPOSED WALL HEIGHT (TYP.) ° © \\ i. \ \.. ; . - - - - 98.26 \ ---- ----- - ` -- �6' °` 4,4 I IL w C ° . ;.l 35 - --- - T �• • 98 � \ I :Q. o I \\\ ° ,� ^96.92 ^� \I m :'. _ .. ........�^r!•:�•:.. :... •. �...'..'.:::. •y o�� �•�� \.: 1, I BOTTOM OF WALL ELEVATION z? ; `,' s I PAD EL=96.0 �\ 96':Z2 97... 2 9 .66 \ `� ° / Z3 t .... a - PAD EL=96.0 •- AT EXPOSED FACE (TYP.) -- - N i 96. I I I I :. 97�.60 0 y . �.•' ' o. SIGN R8--------------- - 96.54 1 NO• PARKING 97.59 . •.97.47 97.3 6.66 � � 0... .Lu o / C N / N M _ ° TRAC N o PAD EL=96.0 / T I % � E � '. TRACT H = .= d / ALL EXISTING PT to Q ' 97.11 0 CRITICAL AREA .. ° ° 1 I \ �01N y'� o: IN - - �. lD \ - - n PARKING \ 98 97.33 SIGN +,' N o O° 98.6 \ _ _ 5'sr I I (� ;'" �nG"`uuu N I` � R8 3 B ;9 STRUCTURAL PAD ELEVATIO FOR u,=,u� O GD ;\ 98.80 TRAC 9� MINERAL CUTS AND FILLS. SPREAD I 1 m V Y o EDGE OF WETLAND BUFFER ° l \ OPENS STRIPPING I ABOVE THIS EL VATION. FLAGGED BY RAEDEKE \ 33 3Z H .: I 31 30 29 ASSOCIATES, INC. AND FIELD _ �2 Z8•.' 27.' 26 SURVEYED BY BARGHAUSEN \ ��. ` PAD EL-97.0 PAD EL=97.0 = _ I Z5 2 I {o• \ OFF \\ :.r r " :,:<' - PAD EL 97.5 ... PAD EL-97.5 PAD EL=98.0 PAD EL=98.0 PAD EL=97.0 ' ` ' CONSULTING ENGINEERS, PAD EL=97.0 Q NO PARKING INC. �� \\ 97'91 WALL FOOTING DRAIN I PAD EL=95.0 PAD EL=95.0 0 *0. �% \ i9 j 4.. NO PARKING SIGN NOTES: \ I .... 4 cP WALL FOOTING DRAIN MUTCD SIGN R8-3 MODIFIED NPAT = NO 5 \ \ �N-97 5 1.0 1...' �.. (MODIFIED) ° ro \\ BW=97.0 rw=103.o I 9� I :. PARKING ANYTIME. ORIENT NO PARKING SIGN AT cb a.• - 6.0 TW-103.0 I `: p\ BW=97.o 6.0 45 DEGREES FROM STREET. NOTE: NO PARKING � . \ ' ___ ___- - 8•------ .1�g... BW=970 .�O .�'. I \ : SIGN TO BE BANDED TO STREET LIGHT POLE �o w y \�`- - -- - R 416609 (WHERE APPLICABLE) USING BLACK COATED �� �� �6, u, `� • ^_ j BRACKETS TO MATCH STREET LIGHT POLE r' © jS89'18 39 E 675:00 TW=101. 4 6 TW=97.0 5 6 TW-104.2 6 0 TW=1 py,� TW-106.2 -106.7 / TW=105.0 I' `I' `I I 6.0 6.0 - 6.0 6.0 �d �� CV O O p ON O '\1/ \ BW=97.0 BW=97.0 �: BW=982 \ \ =99.6 BW71.0 .2 �1.Q0.7 BW=99.0 9� COLOR AT 100 SEPARATION BETWEEN SIGNS. r?brnrn o IN COMPLIANCE WITH CITY OF RENTON STANDARDS �. USE DOUBLE ARROW NO PARKING SIGNS AT �� �a / .- c(Y 6 HIGH MAX MODULAR BW=9.0 37 �.98. 1.0 ALL LOCATIONS EXCEPT ON STOP SIGN OR ; �T �w=97 f C N BLOCK WALL PER \ I I G WHERE INDICATED ON PLANS. EARTHWORK QUANTITIES FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL VERIFY ACTUAL CUT AND FILL QUANTITIES PRIOR TO CONSTRUCTION. CUT = 9,000 CY FILL = 20,000 CY IMPERVIOUS QUANTITIES EXISTING IMPERVIOUS = 9,021 S.F. PROPOSED IMPERVIOUS = 32,885 S.F. TREE PROTECTION NOTE: PLEASE REFER TO THE TREE INVENTORY - CLEARING PLAN ON SHEET 25 FOR TREES TO BE RETAINED. SURVEY DATUM DETAILS ON SHEET 10. n O SPECIAL NOTE \ L �r10 ; (TYP.) `� '� - WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE '-DRIPLINE OF EX/ ,�� �`� ��+ '� L.L BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED WALL DRAIN NOTE: OFF -SITE TREES FROM THE BOTTOM OF THE BASE ROCK TO THE TOP EX OFF -SITE TREES ,�- \ / OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS ALL ROCKERIES AND RETAINING WALLS �'i o \ i �` �, / RIgTING TRUCTUR S_ MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP SHALL INCLUDE A FOOTING DRAIN BEHIND LIMITS OF DISTURBANCE , I / I,, I \ �y O OF WALL. THE WALL. \ `• / .�- / I - W HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86'32'23"E. 98.199 FEET(NAVD88). 1 RECORD DRAWINGS AS -BUILT MTS 4/15/22 BJT suRvEYED: SCALE: �� J U 1 "-30' HOR' VERTICAL. NTAU r D '9W'1991 CITY 0 F AS -BUILT DETAILED GRADING AND FIRE LANE SIGNAGE PLAN 6/21 /22 W fn 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 MTS 6 21 22 BJT DESIGNED: - VR TRIPOINTE FlELDBooK: MTS RENTON PACE DRAWN: (425) 455-2900 KLB ONE INCH DATUM DRAWING NO: CHECKED*.. AT FULL SCALE Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 mia IF NOT ONE INCH App,��: SCALE ACCORDINGLY SHEET: NO. REVISION BY DATE APPR BJT BELLEVUE, WA 98008 9 OF: 46