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HomeMy WebLinkAboutR-398729M 1�;Z 00 CALC N89°o5'22"w X - - - 551 +0 00 DHA 2596-77 I ( �� 1 "I�erN PIPE IS - 2 � I \�------226D,<E OF PROP LINE 224.8��" 0 REBAR/ CONTROL CAP II �� N� N� END OF FENCE IS 0 N 192409.364 I \ \ - _ i 0.6'E OF PROP LINE UTILITY NOTES: E 1302594.966' \� ��� -------_----225- 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED Q EL 220.73' - - - - GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN r -222 LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE W STEEL FENCE POST�--__-_-- 2.0'E OF PROP LINE \ - - _ _ PROPOSED RESERVOIR ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED 224 LIMITS (NOT PART OF BUILDING FOOTPRINT, BIORETENTION AREAS, BELOW DRAINAGE - - - - - - - - \'� THIS CONTRACT STRUCTURES & FACILITIES, AND WHERE IN CONFLICT WITH WOOD FENCE POST I -221 y - _ 2.0'E OF PROP LINE ) PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED. � �� �-- �223. 1 5 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS & CATCH i� \ - - - - - ` BASIN WITHIN 300 LF OF CONSTRUCTION. /220 � 1.7253 11 PHASING NOTES: 5' BWF IN DISREPAI I--------- \-221, x� T220� I AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK, Z / I AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE 2 0 79� ~ FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1. � � � � PROPOSED RESERVOIR TOWER - - - - - 21g\ -\ � \ - \ �9 AREA 2 (SHARED): Q CONSTRUCTION FENCE THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR: PROPOSED a. PHASE 1 SITE DEMO AND TESC, INCLUDING CLEARING. W I �/ �� �� PROPERTY PARCEL #334210-3240 b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGH GRADING OF _ - - _ _ _ _ _ SEPARATION LINE THE ACCESS ROAD, AND PARKING AREA, STABILIZATION AND z17 \ \ HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND U_ - INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG PAVED EDGE AND ECOLOGY BLOCK WALL. � N c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA. c1; 1 CHECK DAM I - // - - 215- \ \ \ \ \ \ \ d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N. (NP) - - T4A C T 3 B \\C 30TH ST. - \ \\ e. INSTALL THE TEMP CONIC SIDEWALK, CURB AND GUTTER - - -� \ \ \ \ f. PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE FENCE IS 1.5'E / \ \ COMPLETED "BY OTHERS"AS SHOWN ON THE PLANS. OF PROP LINE 0 = v \ \ FENCE IS 0.3'W ( ) THE RESERVOIR CONTRACTOR AS INDICATED "BY OTHERS" SHALL BE RESPONSIBLE FOR: DHA 2596-76 I I i I 1 OF PROP SINE a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING I 1 UPSTREAM STRUCTURE FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON REBAR/ CONTROL CAP I I \ NOT LOCATED WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING, N 192252.456' ^\-----� \ _ _ I \ WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE E 1302633.016' - - J I \ \ ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY EL 211.80' �274 l \ / IMPROVEMENTS \ \ b. TESTING OF PERVIOUS PAVEMENT AREA PARCEL #334210-��45 \ k�o� AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK SHOWN IN AREA 3. SILT FENCE c`oa PROVIDE c� INTERCEPTOR SWALE AS NECESSARY 1 PROVIDE SUMP AND CEO #3 PUMP AS NECESSARY v TO ROUTE SEDIMENT LADEN TO PROPOSED SEDIMENT TANK IPROVIDEnMIN 6000 GAL STORAGE TANK AS NECESSARY FOR SEDIMENT SETTLING INSTALL SD SYSTEM AS NECESSARY TO PROVIDE OUTLET FOR SEDIMENT CONTROL FACILITY (SEE C3.00 FOR DESIGN INFORMATION) 27 I VE \ z FENCE IS 0'E - _OF PROP L E- I� 'CONE I I I I / REMOVE EX FENCE (TYP) / I I I N. LND of FENCE IS I REMOVE EX TREE `� I I 0.2'W OF PROP P"° _ l \ (TYP) \ I STABILIZED CONSTRUCTION \� I L I ENTRANCE PER STD PLAN c1 .04 SEDIMENT I I I LL \ \TRAP 1 \ \ n /) FM REMOVE EX I 1 VEGETATIONS 1 �� (TYP) \ I - e ■ - C I- <t 7, 0 H (48"DIA) Q \� �� I I Q RIM 215.28 IE NE 209.28 \ \ \ 10 E S 209.18 (nL CHANNELED BOTTOM CD SAVE AND PROTECT I 0 � �\ \ \\ \ Ili I EX SEWER LINE END OF FENCE IS 0.4'E OF PROP LINE Cn PROPOSED 1 i \ BUILDING LIMITS 1 II PARCEL #334210-3237 CATCH BASIN FILTER (a) (TYP) c�oa SS- - - - I �/ U SAVE AND PROTECT EX \ CB TO REMAIN -�ICONCRETE TALK 41 E -- E --- E ASPHALT DRIVE WV T n n n A� r n n/ n n 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com Call 3 Working Days Before You DIGl o.Q � 1-800-424-5555 / ti / REMOVE EX)ZONC SS - -- FENCE (TYP) cs4- I IN 30TH Sl. - - W -\,-SAWCUT AND REMOVE 215.10 BI \ I; 112.11 RIM 212.39 I \ I SILT FENCE 2 ENE 210.49 c1.oa IE W 210.34 `JIE 212.09 E 210.39 \ I FUTURE ROT 209.44 CB RIGHT-OF-WAY RIM 218.02 Eli SETBACK IE NE 216.42 F PROP IN I IE W 215.97 \� J 4� ASPHALT IE E 215.97 Zvi DRIVE ROT 214.92 co 1225 DIRT / 22P�J� �&ONCRE\TE WALK 212.34 LT - T 1219 / o / - - - -2„GONG / I - �Qt1 )-ter - - SD- I N� / / / / /�P2 IC 0 N C9 I U CD CD lb t CONC co -S---SS00 - SS - 5,��-- SS /896.1500LC?�l 1 16+00 I \ \ \ CUT AND CAP EX WATER SERVICE LINE N\V -�- I \ \ AT MAIN PER CITY OF RENTON �aP CASE 217.38 - - w- - w STANDARDS N - SD- - _EX CURB, GUTTER � - w -�-- \ \ REMOVE METER BOX AND SALVAGE I NUT 215.09 AND SIDEWALK - - 12 C0 SD- - - 31142 C NC \ METER TO CITY �L _ 2"CMP - - - - -_ -_ - - ;:!tE BASS __ 3 47 W, \ PVT .-,oE- t42136 / °� CON C�ETE \N�ALK ° PP/UG ASPHALT z © W_ B I(SOLID LID) DRIVES O U B ASPHALT CB 0� WAS// 7 �w �?o 30TER`�� N0. REVISION BY SURVEYED: SCALE: DESIGNED: Lip DRAWN: SMN CHECKED: DATE APPR APPROVED: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 'K RENTON Planning/Building/Public Works Dept. C0P#1 2/23/2018 20 0 10 20 40 Scale 1In=20' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR EX BUILDING l _ PROPOSED BUILDING OUTLINE �- 7<71�ASPHALT SAWCUT LINE REMOVAL CONCRETE REMOVAL CONSTRUCTION ENTRANCE CONSTRUCTION FENCING SILT FENCE EX CURB TO BE REMOVED EX UTILITY TO BE REMOVED CATCH BASIN FILTER - - - - LIMITS OF WORK FOR TREE REMOVAL AND PROTECTION, SEE LANDSCAPE SHEET LO.01 R-398729 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 PHASE 1 SITE DEMO AND TESC DATE: 4/3D0/2019 F1 PAGE: 01.01 SHEET: 2 OF:18 00 L0 0 0 0 Cq C'7 0 0 a J 0 0 0 O V Z Q 0 0 W Er 111.0 Z 0 H F_ W Ir LL