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HomeMy WebLinkAboutR-398714n ��x �j ^ - -DHA 2596-77 13'7.00 (CALCI r'•i rvasns'z2"w - - -- -- _ _ -551+02.39 3-1D" DEG ���,}l '.:J` 1"J&� PIPE IS -r Cri REBAR/ CONTROL CAP 11 �� �� L�� z 12��-2260'6'E OF PROP LINE I 224.04 LT I 1 � END OF FENCE IS N 192409.364' �� �� 3-°�� GRASS 0 0.6'E OF PROP LINE N N E 1302594.966' 6"DEc�� -- --�-PT D_ I EL 220.73' 1o\D\0 - _ _ _ p �-22 LEGEND 11' STEEL FENCE PRO PGST 6 F 2.0'E OF PROP LINE c`�� tz .pEc -2 -� -21--__--z O I _ PROPOSED RESERVOIR LIMITS N - - - - PROPERTY LINE (� ----- - NOT PART OF THIS CONTRACT AND �230� 1 ^ DEc - - - - UNDER SEPARATE PERMIT - EX CONTOUR (INDEX) 26' DEC- '� �� -23/-_ >�5 --z � �� -- EX CONTOUR ,22 AREA 3� ��� `- 20 0 10 20 40 _ _ _ _ RETAINING WALL UNDER - 230- - PROPOSED CONTOUR (INDEX) LID I /' -- �RE,SEFWOIR "` SEPARATE PERMIT BY OTHERS 231 z PROPOSED CONTOUR i �� 10 PARKING STALLS z I � FF °22Q0 I Scale 1°=20' - - - O I �� cgs DEC \ 9' WIDE FF 78.0 FINISHED FLOOR ELEVATION F AL -_--_ - - � � �\ � BY OTHERS I Q PERMEABLE PAVEMENT BY OTHERS ifi'LLLLLLLLLLLd PROPOSED BUILDING 7p / a�� \� PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER r.`.oa E.o1 CONCRETE PAVEMENT /DEC AND TEMPORARY PROTECTION BY CONTRACTOR co (:1)(: ^� 10 HEAVY DUTY ASPHALT -� f - Ea_o� qt.o� PAVEMENT BY OTHERS r\ / PROPOSED PAR #33421 HEAVY DUTY CONCRETE lLl _ _ _30" DEC PROPERTY WORK IN AREA 2 (SHARED) PERMITTED UNDER J LIGHT PER ELEC -t1i SEPARATION LIN THESE DOCUMENTS BUT INDICATED "BY OTHERS" ASPHALT (AC) PAVEMENT e" DEC __ SHALL BE BY RESERVOIR CONTRACTOR. SEE WATER MAIN UNDER SHEET C7.02 PHASE 2 SITE DEMO AND TESC PERVIOUS PAVEMENT SEPARATE PERMIT IS . - - - - TO SEE TEMPORARY CONDITION TO BE BY OTHERS` - 21 INSTALLED BY CONTRACTOR. GRAVEL PATH • - - - - -- -- �� \ " RIM 211 AREA DRAIN W/ DOWNTURNED ELBOW L'=i=r _✓ = RIM 211.fi8 4 SITE WALL PRIVATE FIRE HYDRANT r'1r Cv4 / M✓ -`i �:= �_ �- �- r �- r WORK SE ATION IE 210.07 (6" E) OUT 16.0" _ 1\ VERTICAL CURB UNDER SEPARATE �'�� r 1 \ 1/\9'\-1'\ '-T'\ 1'\ 1_ 1'\ 1 -'Tyre' r\h'\ _-1'\ �\ \yT LINE HAND HOLE FOR FUTURE FIBER EXTENSION PERMIT BY OTHERSS.i ,vii - -� 1-v .1 moi- i �15ij �i --` /`-'r�-'` > \\ \ l TO RESERVOIR CURB AND GUTTER �r P1! 51 �' g•, �' Y ?-'1'-'1r-'-'1r�'r-'1r \ \ \ Is 03' (1)1" CONDUIT FOR FUTURE POLE LIGHTING PER ELEC DRAINAGE SWALE DHA 2596-76\ I 2 _"r%:IT'N=y =y _,rr _-� `,'i ir:- 11 '_''_1'_1'_1 L�N`i=7� ✓ 7: L OF P 30 LF fi" SS 0 2.67 j GRAVEL DISPERSION TRENCH s�i;�ii �`i �'� �;�- "ry �� �"s�'1s�'-�i�s� UPSTR RUCTURE (1)4'CONDUIT FOR FUTURE RESERVOIR PER ELEC Q\'I'N'I .1 -�f Iff x'14'f<A � 1 _/T -1 -X14-14-X14-X14-�15 T'=�15 ��15 �; OCATE (1)4 -CONDUIT FOR FUTURE RESERVOIR PER ELEC BIORETENTION POND N 192252.456" `i's is .L'z-�.1-.1_ �.1- 1 1 1_�.1_�.1' ~ PROVIDE CONNECTION TO EX SSMH IE 209.28 ® QUARRY SPALL DISCHARGE PAD E 1302633.016 I r-• VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION EL 211.80• I-1 VERTICAL ) OF SO AND/OR PLUMBING 8 AREA/YARD DRAIN VERTICAL CURB 2 T- - _ P 3 1a JR `GCURB '.01 :'. \ 6" DCVA INSIDE 10 TRENCH/CHANNEL DRAIN `'v1 0 . MECH EQUIP AND 2-1/2" INSTALLATION PER 40 R2 PAD PER COOD CONNECTION - - - - 0 ON CATCH BASIN TYPE 1 - - CDR STD PLAN 360.5_ - L Sp•_ z 1 MECHANICAL AND FDC CONNECTION L� STRUCTURAL W MECHANICAL COORD CONNECTION W/MECHANICAL CATCH BASIN TYPE 2 O �� -- T9H (40 ULA) W/MECHANICAL RB00 a 21 '- RIM 215.28 STORM DRAINAGE PIPE IE NE 209.28 3e EF 6" DI W SERVICE FOOTING SUBSURFACE DRAIN \ HEAVY DUTY IES 209.18 FOOTING/ SUBSURFACE VERTICAL CURB hT 2 I 1 CONCRETE (TYP) eo1 Oo DETENTION SYSTEM E°_81 BY OTHERS 401 CONS WALK (TYP) I CHANNEL TIO 38 LF 6" DI W FDC LINE r 1 CONC CURB WALL I o o �. I L _ _ _ J BY OTHERS 1 AREA 1: I I 43 LF 2-1/2" W SERVICE ° STORM DRAIN CLEANOUT rPOORD BLDG CONNECTION GAS METER PER MECHANICAL 1 W/MECHANICAL IS 208.3 FIRESTATION #15 S. EN OF E IS CITY FIBER VAULT PER ELEC ° FOOTING DRAIN CLEANOUT (2)1" AND (2)4" CONDUITS FOR 2 ,Q p 0.4' 0 OR LIN (3.6' BELOW FF) r FUTURE IMPROVEMENTS. CAP AT - - _ / FF 212.0 1.5" DCVA PER COR STD PLAN 340.8 y� • DOWNSPOUTS PROPERTY LINE PER ELEC _I .\ OIL WATER SEPARATOR REFER TO SHEET I FOR IRRIGATION PER MECHANICAL \ I 1 I I PLANS X03 SSCO SIDE SEWER PIPE �- \ I / Q E 3342iv-.r�.rr 1/ SEWER CLEANOUT �y CURB TAPER ,` 1 SSCO PER I OIL WATER SEPARATOR I / GATE PER ARCHITECT PER MECHANICAL / COR STD 2" W METER PER COR STD PLAN 320.3 CEICONC CURB WALL APPROX \• / 403.' TO BE INSTALLED BY CITY FORCES qL02 SIDE SEWER CONNECTION 1.5'H BY OTHERS CONC WALK 1" IRRIGATION METER PER COR SID PLAN 320.1 a 0A L CR I (TYR)\\ I \ TO BE INSTALLED BY CITY F RCES P� BOLLARD € 7 ( PLASTIC WHEEL STOP 4. a.01 F 1 10 FIRE HYDRANT i TYP) b 01 PIV PER COR STD PLAN 360.5 3 ADA STALL 20 ((2)3"I WATER FITTINGS 01 z0 0' . \ \ CONDUITS PER ELEC ROT 90400 \' ADA SIGN 8 71 LF11 6 SS L RI FDC PER COR STD PLAN 360.5 WATER SERVICE LINES 1Q HEAVY DUTY ASPHALT N-- • \ao 210.49 I P� � DRIVEWAY BY OTHERS -- \ 39 IE W 21034 . �f 1 WATER METER R15.5' - -� 45 BEND IE E 210.39 (1)2" CONDUIT PER ELEC P3, \ \ - UTORE BOT 20 FIRE HYDRANT PER WATER SERVICE LINES ASPHAL j / I 48 LF 6 55 .t RIGHT-OF-WAY COR STD PLAN 310.1 PLo,? FIRE SERVICE LINE IF NJ ­ 8 z IVE RY 5 - _ 2 G 9 PROVIDE WYE CONNECTION TO EX 8" SS IE 206.04 VERIFY IF AND LOCATION Effm FIRE SERVICE VAULT SE BACK o - PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING SSCO. AT CONNECTION PER COR STD. 403.1 FIRE SERVICE CONNECTION 200 -soa z m 1225 DRIVE / u, 20' CONIC DRIVEWAY , •� T _ T T--- -T T - T STA. 15+13.17, 23.97' LT 8. p INSTALL EMERGENCY VEHICLE SIGN GAS SERVICE LINE BY 'z } DS ° °' \ V z��-GONCREYTE WALK- tt219.12 W11-8 PER COR STD PLAN 129 '04 APSE CONTRACTOR TO \ - _ - - _ - i�1219 SD_ C COORDINATE a �/ 55 LF 6 DI FIRE SERVICE ¢' 36 CONIC DRIVEWAY PER a COR STD PLAN 104.4 ^". n - h ,PER COR STD PIAN 360.5 �D1p - e-��-SS----SS----55- I' `� -_ 8' HYDRANT MARKER PER 6" DI FIRE SERVICE fico / 39 LF 6" DI FIRE �� R \ SS - SS --r COR STD PLAN 310.3 fOtr- - -- CONNECTION PER COR L`C/=�1n/ HYDRANT CONNECTION PERI 1-�J98701 STA. 12+77.17, 23.88' RT STD PLAN 360.5 (TYP /896.845100,L COR STD PLAN 310.1 � 16+00 g` INSTALL EMERGENCY VEHICLE SIGN 8' CONIC SIDEWALK PER �j� m 53 LF 1- IRRIGA ION SERVIC OF 2 I y COR STD PLAN 102 //7 37 CONNECTION Pfil� COR STD P//..��N 3201.TRANSVERSE FLE%IBLE PVMT PATCH PER COR STD PLAN 110 W-398701 _W11w8 PER COR STD PIAN 129 `� TO BE IN IT BY CITY FO1&° S \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) a0 �� W---- W---- 8' PUNTING STRIP-_ 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS $ - - W--- Ww -- w-'��� --a- w --b__ W_\ \ \ TOP NUT 215.09 CL.o4 3 \�� PER LANDSCAPE _ - D 12"A $ -7-- W�--- ry_ L AN s\4_ D--sD--__<„12'COi\"C__ s, "CNC \a,s STA. to+zzn, 13.m' Rr _^'-�1 "CMP WASTEWATER UTILITY (D �fiICONCRETE-WALK- - esD a _ 53 LF 2" W SERVICE a o STA. 14+20.67, 13.07 RT 1z"X6" TAPPING TEE MJ % FL -SD- DEVELOPMENT ENGINEERING .� CURB AND GUTTER PER - T -=- a- E _CONNECTION PER COR --dJ72"X6" TAPPING TEE (MJ X FIT) CONCRETE BLOCKING ) - 1 a7 w, (Fitz -James 02/15/2018 O dchristen 02/15/2018 +. COR SID PLAN 103 SEX 12" DI WATER MAIN --- -STD PLAN 320.3 TO W/ CONCRETE BLOCKING PVi ASPHALT / A-435 ZONE WITH STATIC PiJ BE INSTALLED BY CIN 2 6' GATE VALVE (FL X MJ) b \ p W\ e STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI .SOLID LID) FORCES 6- GTE VALVE P(FIL N 3 OJ1 fa:01 PER COR. STD PLAN 300.1 \ J SURFACE WATER UTILITY OF WATER UTILITY O 1 / I-- �o ✓ I - DRI\/F CB ✓ \50 J A rstraka 02/15/2018 doul Gafour 02/15/2018 8 1932 Flrst Ave 1}4'o WAS y Call 3 Working Days Q b"' CITY OF 12/22/2017 F Suite 201 y •� x 1"=zo' FIRE STATION 15 &mmm Seattle, WA 98101 Before YOU ' PERMIT RESUBMITTAL 2/12/18 "'LIP I�"NTCN 1404 N 30TH STREET p. 206.725.1211 o•a k ap a - PERMIT RESUBMITTAL 1/29/18 `�' SMN RENTON, WA 98056 1.206.973.5344 lsnac F� oDATUM np 1 p 2 BID ADDENDUM N0. 2 171-671-8 a ASSIONpL G"E Planning/Building/Public Works Dept. ow"^4,QQ engineering pllc w .Ipdenglneedng.mm 7-800-424-5555 N0, REVISION BY DATE APPR ^ ^ "a' UTILITIES AND PAVING wm 14 a18 00 LO 0 jo W, H H T J F�a T IL co F - Z U.1 U Q Z 0 T FL