Loading...
HomeMy WebLinkAboutR-398741N 0 00 000 0 0 C'7 C10 C"7 � � I CV N (L C) w r Z 0 Q C0 w IIr LL 3 Z a a 0 a Rm I 0 L0 0 I 1 N N I c 0 V) c i c 0 L 3 Im V) t U 0 U J J a 0, c W 0 J w Q z w \ 1 �'00 CALL N89*05'22"w " - - - - - - - - --551+02.39 DHA 2596-77 3-10', DEG \ �\ 1 "IRON PIPE IS 2 224.04 LT REBAR/ CONTROL CAP I� \\\ \\\\\r2-1 -2260'6"E OF PROP LINE END OF FENCE IS N 192409.364' I \ \ \ 3 4- GRASS 0.6'E OF PROP LINE E 1302594,966' _\ \\ ------ --��T 8" DEC �0" DEC \ - EL 220.73' \ r -22 � STEEL FENCE POST-- 2.0'E OF PROP LINE I 12"\DEC - 2 - - \ PROPOSED RESERVOIR LIMITS N III-2 1-__---� \ \ ----- -- � - - \ x NOT PART OF THIS CONTRACT AND i 1 " DEC \ \ - - - I UNDER SEPARATE PERMIT \ 26" DEC-� � - \ /22 AREA 3: 1� \ 20 0 10 20 RETAINING WALL UNDER - - - - \ RE�SER ; IR \ I SEPARATE PERMIT BY OTHERS I FF 0 �O \ \ \ \ \ I 10 PARKING STALLS Scale 1"-20' `9 \ 9 WIDE 2-12" DECK _ _ / BY OTHERS PERMEABLE PAVEMENT BY OTHERS 10 / 1g� \ \ PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER q 04 �1 10 HEAVY DUTY ASPHALT /DEC PROPOSED AND TEMPORARY PROTECTION BY CONTRACTOR c`o3 c4o3 PAVEMENT BY OTHERS I / \ \ \ PROPERTY PAR #3342 WORK IN AREA 2 (SHARED) PERMITTED UNDER J 12 DEC _ - - 30" DEC \ SEPARATION LINE LIGHT PER ELEC - - 217- \ THESE DOCUMENTS BUT INDICATED "BY OTHERS" \ \ \ SHALL BE BY RESERVOIR CONTRACTOR. SEE WATER MAIN UNDER 8" DECK _ _ \ \ SHEET C1.02 PHASE 2 SITE DEMO AND TESC SEPARATE PERMIT 15 - - -\ , TO SEE TEMPORARY CONDITION TO BE BY OTHERS tit1 21 - \�\\ \ INSTALLED BY CONTRACTOR. -�-'� _� \ N 18"x18" AREA DRAIN W/ DOWNTURNED ELBOW \�� \ RIM 211.68 -`I / - '1? -`I / �i-`I -`I / -` - / `I -`I `I / - \ I E 21 0.07 6 E OUT PRIVATE FIRE HYDRANT Ll / ; / / , / ; / / ; / / ; / ; �f / , / ; / \�'`,' WORK SE ATION ( ) UNDER SEPARATE /I /I /I /I / /I / /I /I /I /I /I / /I \ �J�N �`' LINE / / \/ , �� ,, / ,� \� �, Cp HAND HOLE FOR FUTURE FIBER EXTENSION PERMIT BY OTHERS 21//_� /_ /_�/_ /_�//_�/_�/ / / / �/ /I /I /I /I /I � / � /I � I %(/I � /I � /I /I � /I /I � / � /I � TO RESERVOIR -- I-- I-- I- I-- I I-- I- I-- " (1)1 CONDUIT FOR FUTURE POLE LIGHTING PER ELEC / IS 0.3'W I� /I� /I� � /J/ /I� /I� /I /I /I�H/\1 � I� / � � /I� /I� /I� /I� /I� /I� ^�' /- /- /- /- /- / / /- /- /- /- /- / /- OF PR DHA 2,59 6 7 F'' I - - - - -, I - \ I�\ , -, -, -, -, , , 30 LF 6 SS 2.6% / �/ \/ z/-\/ �/ �/ ��/ UPSTR RUCTl1RF I /I �� / / /I /I /I /I / /I / a (1)4 CONDUIT FOR FUTURE RESERVOIR PER ELEC ; 1- I- I -, N 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1- '; I-, 1-, // �/ �/ �/ �/�/ �/ �/ �/ �/ la.. 6 SOG W REBAR /I /I /I LOCAT / N 192252.456 - / / / / / / / / / / / / / I/- 1/- 1- '/- 1-� , -, -, -, -, I- -� 1 , 1-, /i /1 /1 /1 PROVIDE CONNECTION TO EX SSMH IE 209.28 1302633.016 ,,--------VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION R L I EL 211.80' I i1: �4 ''''"'VERTICAL'• • •-•:.. -: OF SD AND/OR PLUMBING I VERTICAL CURB 2 P 3 :�' -'. • CURB 4.0 .•.•.... - " "'. """' """ / 6" DCVA INSIDE MECH EQUIP AND INSTALLATION PER PAD PER 2-1/2 W SERVICE COR STD PLAN 360.5 c R2 COORD CONNECTION - 5 MECHANICAL AND : • . - FDC CONNECTION COORD CONNECTION \ \ STRUCTURAL 1 I W/MECHANICAL COORD CONNECTION W/MECHANICAL R - ....... ...:: • W. :.: 1 V111 +o L,1 �) W/MECHANICAL Bop, Q 21 - I V RIM 215.28 \ \ �� I IE N E 209.2 38 LF 6" DI W SERVICE I� \ I \ HEAVY DUTY 1 I� E S 209.18 VERTICAL CURB ?,, 2 CONCRETE (TYP) �1 C4 01 BY OTHERS f 1 4.01 CONIC WALK (TYP) I CH AN N ELE OTTO 38 LF 6" DI W FDC LINE N C-,] 6 SOG W/ REBAR 1 CONIC CURB WALL D Co I II N 43 LF 2-1/2" W SERVICE BY OTHERS - - I COORD BLDG CONNECTION AREA 1� �� PSE 3030 CONCRETE HANDHOLE PER ELEC GAS METER PER MECHANICAL 21 W/MECHANICAL IE 208.3 FIRESTATION #16 . S. EN OF FE (2)1 AND (2)4 CONDUITS FOR 2 .0� 0.4' 0 PR CITY FIBER VAULT PER ELEC FUTURE IMPROVEMENTS. CAP AT _ (3.6 BELOW FF) I I I 1.5" DCVA PER COR STD PLAN 340.8 PROPERTY LINE PER ELEC a a OIL/WATER SEPARATOR F 212.0 I I REFER TO SHEET L2.01 FOR IRRIGATION C�o2 PER MECHANICAL 1 % III PLANS. 1 CURB TAPER \ ` / I P C 34Z �04 OIL WATER SEPARATOR I / SSCO PER II I 2" W METER PER COR STD PLAN 320.3 6 COR STD TO BE INSTALLED BY CITY FORCES C4.o2 GATE PER ARCHITECT PER MECHANICAL \ I COR CEICONC CURB WALL APPROX I // 11 1.5'H BY OTHERS CONIC WALK \ ` c� ` I 1 IRRIGATION METER PER COR STD PLAN 320.1 12 6" SOG (TYP) (a:), 1 \ I I TO BE INSTALLED BY CITY FORCES C4 of PLASTIC WHEEL STOP I I 10 (TYP) a�. 0 :: o° PIV PER COR STD PLAN 360.5 c J J ADA STALL I._:20,0' .- : 71. (2)3" CONDUITS PER ELEC \ �:.:.:.:.� .. ....:.......:.... .. :: _ It L Z-U+.1� I 10 RnT 2�4 �O \ ADA SIGN 8 1-•- -.--` RI FDC PER COR STD PLAN 360.5 9 10 HEAVY DUTY ASPHALT 4.0� 7 LF 6 SS:....: �: \ I 210.49 �� DRIVEWAY BY OTHERS °� ®.'.3:9%...: IE W 210.34 C�.03 CL.03 _ �� IE E 210.�FIRE (1)2" CONDUIT PER ELEC R15.5' -- - 45°--BEND::': : : FLAGPOLE AND ��, ` :•:•'••:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:••:'a:• UTURE BOT 20YDRANT PER BASE PER LS o » RIGHT-OF-WAY )PHAL I .'.48 LF 6 SS.. - COR STD PLAN 310.1 SETBACK iih i1 i z IVE R��� - - - .® 3.9% Y 1 II - - PROVIDE WYE CONNECTION TO EX 8 SS IE 206.04 VERIFY IE AND LOCATION 0 9 - - ;� PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING a LT SSCO AT CONNECTION PER COR STD. 403.1 UV I LI`t.JL �U - - � 20.0'_ ° - _ s 9°0429"� � ::-.• :.. - •a ' ::... - ..: DRIVE � > 20' CONIC DRIVEWAY ° _ - - - - -_ - 1225 DIRT STA. 15+13.17, 23.97 LT ° -.� a - T - T - - - _ T. �..r. _ T�.�... \ 26 1° ADS ° 00•. g1 ` 20 INSTALL EMERGENCY VEHICLE SIGN AWGAS SERVICE LINE BY - - - - - _ _ .. • . • ... • . \ ... • .1. N 1222/U� GDN CRE\TE WALK X 219.12 W1 1-8 PER COR STD PLAN 129 PSE CONTRACTOR TO , - - - - - _ _ - - - - 1219 COORDINATE CD 55 LF 6" DI FIRE SERVICE 36 CONIC DRIVEWAY PER 40 COR STD PLAN 104.4 ry CO PER COR STD PLAN 360.5 �o - - - - SS - I S - 8 HYDRANT MARKER PER /� 6 DI FIRE SERVICE 0 Co 39 LF 6" DI FIRE �� \� _ _ - SS - - SS - -� o COR STD PLAN 310.3 �0$ - - - - _ CONNECTION PER COR 4� / / HYDRANT CONNECTION PER(a:) / STD PLAN 360.5 (TYP /896.8�5®O L COR STD PLAN 310.1 � 16+00 STA. 12+77.17, 23.88' RT 53 LF 1" IR GA ION SERVIC E i INSTALL EMERGENCY VEHICLE SIGN LOP COR CONICSIDEWALK PILDAEN ALOK2 PER TfH sT CONNECTION S COR STD P\ N 320.1 OF 2 TRANSVERSE FLEXIBLE PVMT PATCH PER COR STD PLAN 110 - - W8 PER COR STD PLAN 129 TO BE INSTALLED BY CITY F � S� \ \ 8 PLANTING STRIP _ - 12 \ 5 \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) c` - - - - q -�- W-�--- -\ BY OTHERS \ 8 \ \ PER LANDSCAPE _ _ _ \ D 12"A S W - -- SD -- 12", �'C NC N_ '�313 'STA. 14+27.17, 13.07 RT -�\ 13 � CMP -ICONCR�TF d(IALK 850 a °_ 53 LF 2" W SERVICE 8 o STA. 14+20.67, 13.07 RT �12"X6" TAPPING TEE (MJ X FL) 1 SD E = CURB AND GUTTER PER '= - - ° CONNECTION PER COR - - - 12"X6" TAPPING TEE (MJ X FL E- - - EX 12" DI WATER MAIN - - - ) W/ CONCRETE BLOCKING 47 W_ \ 4 COR STD PLAN 103 - STD PLAN 320.3 TO W/ CONCRETE BLOCKING 6" GATE VALVE (FL X MJ) \ PVT w ASPHALT I A-435 ZONE WITH STATIC PP/UG 2 STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI BE INSTALLED BY CITY 6 GATE VALVE (FL X MJ) c� PER COR STD PLAN 300.1 \ v SOLID LIDi FORCES PER COR STD PLAN 300.1 IN_ 40 1932 First Ave W �Sjy�- -11 SURVEYED: SCALE: ��� HORIZONTAL: NAD 1983/1991 Call 3 Working Da s � � ° I VERTICAL: NAVD 1988 Suite 201 y �� �� � DESIGNED: 1 -20 CITY OF Before You DIG! Seattle, WA 98101 DRAWN: RENTON p. 206.725.1211 •fit 0'8, o 30766 p S M IN f. 206.973.5344 �o �cisT1✓g� �`� ONE INCH DATU M �� f`�s G1� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Sj�NAL �� IF NOT ONE INCH engineering pllc www°Ipdengineering.com 1-800-424-5555 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY C0P#1 2/23/2018 LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT ..........:.:::.:: HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT :.. GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER DRAINAGE SWALE GRAVEL DISPERSION TRENCH 1U- 1� - BIORETENTION POND ED QUARRY SPALL DISCHARGE PAD O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN O DETENTION SYSTEM 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS SSC0 SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVI R-398741 S-398705 W-398705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 UTILITIES AND PAVING DATE: 4/3D0/2019 F1 PAGE: DRAWING NO: 04.00 SHEET: 1 4 OF:18 00 L0 0 0 0 N 0 0 a J 0 0 0 0 T VJ Z Q 0 0 W Er L0 Z 0 Q w Ir LL