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HomeMy WebLinkAboutR-398730M 00 CL�V N89°05'22"W " 551 +02.39 1>CIN PIPE IS - DHA 2596-77 _ C'7 REBAR CONTROL CAP � � � � � \ � � - - - 22s0<6 E OF PROP LINE 224.04 LT END OF FENCE IS 0 N 192409.364 I \ _ _ i 0.6'E OF PROP LINE UTILITY NOTES: E 1302594.966' \ \ \ - - - - - - - _ - -225 - - x 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED QEL 220.73' r -22 - - - - GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN STEEL FENCE POST - _ LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE W - - - PROPOSED RESERVOIR LIMITS (NOT ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED 2.0'E OF PROP LINE I \\ 2 - PART OF THIS CONTRACT) BUILDING FOOTPRINT, BIORETENTION AREAS, BELOW DRAINAGE STRUCTURES & FACILITIES, AND WHERE IN CONFLICT WITH X PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED. TEMPORARY ECOLOGY BLOCK WALL INSTALLED - BY CONTRACTOR REMOVED BY OTHERS 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS &CATCH J - - - - - •2 WALL TO PROVIDE TEMP EXCAVATION SUPPORT BASIN WITHIN 300 LF OF CONSTRUCTION. /22 AKEA 3: �2� AT 1 H:6V INSTALLATION (TYP) � PHASING NOTES: L0 I ---- ---- RC`^`AS IR r I / 20 INSTALL PERVIOUS PVMT 10 AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK Z / FF L'�`-O I SUBBASE TO RECEPTOR C� AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE / / 2'79 C \ AND PROTECT FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1. �� ��--------\�_-"I,\ �� AREA 2 (SHARED): Q 18­, _ - \ CONSTRUCTION FENCE f t THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR: CO \ NKUNUSEu C1.04 a. PHASE 1 SITE DEMO AND TESC, INCLUDING CLEARING. W PROPERTY P ARC #33421 O- 3240 b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGH GRADING OF w _ _ _ - - SEPARATION LINE THE ACCESS ROAD, AND PARKING AREA, STABILIZATION AND - 217, - -- 217.9 TW 216.8 TW 213.1 FG HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND U 213.9 FG SILT FENCE INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF INSTALLED BY CONTRACTOR TO C� THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG - BE TRANSFERRED TO RESERVOIR PAVED EDGE AND ECOLOGY BLOCK WALL. 1 - - - N CONTRACTOR c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA. I,21 d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N. �jO� ' C 30TH ST. - - Oo0oo0U0�0000 000 0o0o-oO0 00 0 WORK SEPARATION e. INSTALL THE TEMP CONIC SIDEWALK, CURB AND GUTTER OO OCO��O OCO O CC 0 g0 ''1 1- U 0 N \ \ LINE f. PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE ROUGH GRADING FOR <v 212 O"o0�000�000�0 Og�00g�00 COMPLETED "BY OTHERS" AS SHOWN ON THE PLANS. FUTURE IMPROVEMENT I- oOooQooOooQoo oO�0�0� D OoO.0�0o�Q0�0o�Q0�0o�0 Oo \ \ THE RESERVOIR CONTRACTOR AS INDICATED "BY OTHERS" SHALL BE HYDROSEED PER I O O U FENCE IS 0.3'W ( ) �"ac� c� RESPONSIBLE FOR: LANDSCAPE N O �O O O O � I IX n� PRnP i i�i� ui If1 LJJU- U I �QoOo�Qoo�QoOo 000� oOo�QoOo�Q� o�Q� o L , PROVIDE TEMPORARY a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING o 0 Qo 0 1, 0 O� 0 1 EDGE PROTECTION STRUCTURE FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON REBAR/ CONTROL CAP L O O O(' OC O O OC OC O N 192252.456'�Og��Og�`00�00��000�000�000�000� 0� O�O f ° \ (TYP ALL EDGES) WED WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING, QQ D o D o o 0�00 0�0o O o�0o a \ WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE E 1302633.016' / oO0 I ° , \ ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY EL 211.80' IL/ .....:.....:.................. .::..._.:.:... IMPROVEMENTS 21 ' \ b. TESTING OF PERVIOUS PAVEMENT AREA - ••. °. ' / co\ AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE L - °C """""' �\ THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE \............ CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK .... . .. _-._ ._ I SHOWN IN AREA 3. \\ \III ....::::::::: Vi• I H (48"DIA) - llstJJ �- PROVIDE TEMPORARY ' ` r 210 � \ � \ °aIN. � 1 a Q RIM 215.28 IE NE 209.28 c EDGE PROTECTION �� �1 \ , \ \ (TYP ALL EDGES) E S 209.18 - ��� \\ D CHANNELED BOTTOM CD I \ ARE 1: 1 209 FD 0' /, �\\ FIRES tAT 10N #1.Ji - S. END OF FENCE IS �� I N 0.4'E OF PROP LINE \FF 212.01 ID I PARCEL #334210-3237 i SILT FENCE CEO #334210- 3248 N ° 9 L D I I I CBI 2os 208\ �s ✓1 206.40 T`1)•.•_•.::1::C'::...•.....................7.. \° :::.. o S 204.20 S Co. :C�. :::::: 212.1E 204.15 -- --- ---- 1 B RIM 212.39 I J 204.00 E NE 210.49 :::� IE W 210.34 PROVIDE SOLID - -C 212IE E 210.39 � COVER ON CB 7 1 ---- I::::::::::::. ::a:: I .o9FUTURE BOT 209.44 CB ASPH AL I :.I.:.. . . . I RIGHT-OF-WAY RIM 218.02 IVE \ / - ° a ::: .::::f I\ II SETBACK IE NE 216.42 zo - - - - I I IE W 215.97 j / ° ° ASPHALT �vl v - - _ I � a a ` a 1 °/� ° ••:•....•.•;\_\.•.•.•.•:•.•.•.•:•.•.•.•.•_•: a. � IE 214.92 co s 904'29 - �_ - ......: DRIVE 1'CONL - T - - o - - T. -r.-.� .�. T. _ - 1225 DIRT 7 °�. ' :d 20 1° ADS -- ---- - ��-- .........i....... N 222 GONCRE\TE WALK x219.12 �. 50 - .... .......... T 1219 CATCH BASIN FILTER �� ��i �.� �i/ I �o / / / ° �/ / 2"CONC/ / T2"/C0NC9116 - SD- TYP "' do �o /ti o �i / I / / o �- SS--� ss - -- Ss- I s� -- ss/-- ss---81, ONC - ,I� /� /�� ��CONC co � / j ,��� N � , _ \ \ T /� sue- - s - - - ss - ss - s -�- - Ss�/896.8150�LC)�� / 16+00 \ \ \ N.. 30TH S , � I \ \ PROTECT EX SIDEWALK �,178.83 CALC I -�--- INSTALL TEMP 5.5 CONC o \ \ ) VI�V - - w- �. SIDEWALK PER COR STD \ 12" \ I �\ \\ TO REMAIN \1178.84�(R1) I \\ TOP CASE 217.38 - _ PLAN 102 WITH CURB �� o--- w - w ; -- w--- w -- w-�-_ �� w -�_ w w-\ \ \ \ T0, NUT 215.09 AND GUTTER PER COR - SD- - - � D_� ADS D �� _ - 12"C0 31142C NC \ 313 \ T �, STD PLAN 101 SD- - - - - \ PP�UG V'CMP \ \ w- _ " \ICONUNE I F WALK - - - - - - -SD- 3 CMP 50. a � a a E -- E---- E -- --- ---- - -- -- - _=--�.-JJE- �213 6 / CONCRETE YALK .47 tti� ASPHALT RASS PP/UG ASPHALT z © \Pvr w\ DRIVE WV B I(SOLID/l LID) DRIVES 01 U B I ASPHALT CB \\ T /lfl n n rr nnl n 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p l l c www.lpdengineering.com J. PP WA WA Call 3 Working Days �����o�� Before You DIG! - 307Eg 1-800-424- 555 40 L B�" N0. REVISION BY C0P#1 2/23/2018 20 0 10 20 40 Scale 1In=20' LEGEND - - PROPERTY LINE - - - - ROUGH GRADE -230-- EX CONTOUR (INDEX) -23I- - - EX CONTOUR _ EX BUILDING l I PROPOSED BUILDING OUTLINE CONSTRUCTION FENCING SILT FENCE CATCH BASIN FILTER PROPOSED BUILDING ° CONCRETE PAVEMENT .............:::.: HEAVY DUTY CONCRETE FOR TREE REMOVAL AND PROTECTION, SEE LANDSCAPE SHEET LO.01 R-398730 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: HORIZONTAL: �:NAD 198 /199, FIRE STATION 15 4/30/2019 DESIGNED: 1 -20 � CITY OF Lip - 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN WA 98056 PAGE: ONE INCH DATUM • RENTON, DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 01.02 IF NOT ONE INCH DATE APPR I APPROVED: SCALE ACCORDINGLY PHASE 2 SITE DEMO AND TESC SHEET: 3 OF:1 00 L0 0 0 0 Cq C'7 0 0 a J 0 0 0 0 T Z Q 0 0 W Er 111.0 Z 0 Q W Ir LL