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HomeMy WebLinkAboutP_Civil_Plans_2North_170922_v1O � c� m 0 > U 0 co coco coQ Lj w w cn 0 U 0 > o- w w w 0 z z w CD ozo U w O n, w m a z J w i I � I � 10' FULLY SIGHT OBSCURING I \ LANDSCAPE BUFFER, TYP, \ SEE SHT L-1 I \ • . a a e FLOW METER VAULT, SEE SHT M-1 16' DOUBLE SWING GATE, SEE DET X, SHT X 6' CHAIN LINK FENCE W/ PRIVACY SLATS, TYP, SEE DET X, SHT X KEYED NOTES: OI HMA ACCESS ROAD \ LAWN, SEE LANDSCAPE SHEETS \ PERVIOUS CONCRETE ROAD \ LANDSCAPED PLANTING AREA, SEE LANDSCAPE SHEETS /2017 Y —2 2 a N I \\N LO o ZI �O —22c 4 / N / N89005'22"W 157.00' 15' S I DD-EtREA_R YARD SETBACK, TYP-------_ — — 22s 10 M -----221------ ��\ �� �� 00 ° `00 0 0-090 0 0 0 0 00 /% X00000000000000 00000000000000 000 \ 2200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ \ \ \ , 0 0 0 0 0 0 0 I � 0000000000000000 0 0 0 0 0 0 0 0 0 0 \ \ \ 000000000 0 o �a 0 0 0 0 0 0 0 0 0 00000c),3000000000000 2 0 o a` 0 0 0 0 0 0 0 000°°0000000°00000 °0 \ \� 0 0 0o-- Q o 0 0---- e \ 000°0000000oo—o—d a a °�°-0�0$0�0°°00/-�0 \ 4 o 0 0-°-a —Q �p ° °000000000°°° a 44 4 a4 4 O°°00°°0°O — \ \ d o 0 0 0 0 0 0 a O o O O o \ \ O O O O O a 4 O O O O O \ 0000000000 00°0°00000 \ \ CONTROL VALVE \ 000000000° d a d °0000 °° VAULT, SEE SHT M-2 — I 000000000 000000000 ° °0 °O° 4 a PROPOSED �a _ � 0 0 0 0 °°0°°000 \°\ — — Q- -Q o o \ °00000°0 °OOOo0o0) 4 308 ZONE 4. °°0°0°0 00°00000 4 0 0 0 0 \ 0000000 4a / °°° RESERVOIR d� o°\ / °00000000 0000000 0 0°0 °o°O°0 (50' DIA) 4 4.0000°0°0 1 r------� °0g0°0°0 °o°o a 000°0°0 0 Ir -------II 00°00000000° CENTER OF TANK o0°000 Ij II 000000\00000 N192382.64 a 0°°0000 o c71, 0 0 0 a o00�000 E1302669.91 o°o� U o 0 0 o c 1 o f I I I I I of 0 0 0 0 0° c30 0 0 0 0 0 0 0 0 2n 0 0 0 0°l0°0°0°000°0 4a °00000 001'°Op°Op°Op°Op° � °O° o I II II ° 00000000°00 4 a� d a O O°000 I I I I \ (O 1 O 0 0 0 0 O O o O °00000000 0°0°0°0 ° °°00°O°0 0°000°00 \ 0°000000 d 4 44' 0°O°0000 L = _ = J _ — — I -BELOW GRADE STORM) °00000000 O°0°0°0°0 ?o r DETENTION SYSTEM — — - - — 00000000 °a a 000°0°0°0 °/ (28'x19') `9 °0000�-e ° a 0°000°0° \ \ O o 0 0 0 18, a e o°o°o°o°O O O O O a 4 / /\ � I O O O o 4 °00 00000 /0 1/Ol \ — \ °000°000°O \ d m 4 d 000°00°p0°O O O / --- �/ �� \ °000000000 a --z y— --° a 0°O 0°000° / \ F \ 000000000°0 a 4 4 d as 00000 00000 \ 0000000°0°00 a 4 4 °0 O 0000 \0 \ 000000000000 a 000000°0 3 0°000 d \ \ 0 0 0 0 0 0 0 0 \ \ 0°°0°°°°°O°°°°°o°0 0 o 0 0},0 0 0 0° o 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 \ o o °0°0°000000_ 000000°o a° °0000°° 2 \ 00°00000000000 °000000000 00000 I I 0 0 0 0 0 of O o 0 0 0 0� 0 \ 00°o°O°o°o� - 000°0°0000°0 \� I I 0000000 0000000000 / I / AIR GAP//DECHLOR MH, / E DEBT X, SHT X BELOW GRADE WATER -QUALITY VAULT (6.75'x4.3'), SEE DET X, SHT X r' I � 16' HMA ACCESS ROAD murrayim� 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003 PROPOSED TRACT "A" 214 Ira da 4 O a N89005'22"W 157.00' I � 1 \\ LO I CD \ w TRACT 38 I\ I N i oI Z .0 I p \\ \ \Qj PARCEL #334210-3245 \ \ I M ATCH L I NE SEE SHEET C -r- 2 U REVISION SURVEYED: DESIGNED: DRAWN: HCM CHECKED: BY DATE APPR APPROVED: SCALE: 1)1= 10) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SWALE, TYP, SEE DET X, SHT X RING WALL FOUNDATION 9' PERVIOUS CONCRETE 15' ACCESS ROAD RETAINING WALL, TYP, SEE DET X, SHT X PROPOSED PROPERTY LINE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Call 3 Working Do yys Before You D1G! 1-800-424-5555 a N VICINITY MAP PARCEL #334210-3240 PLAN SCALA CITY OF RENTON Planning/Building/Public Works Dept. 10 5 0 10 20 SCALE IN FEET CONDITIONAL USE PERMIT -NOT FOR CONSTRUCTION - INCOMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 RESERVOIR SITE PLAN — NORTH DATE: 8/25/2017 FIELDBOOK: PAGE: C-1 SHEET: 7 OF O LO Z O Q w u- a� D cy) m T DRIVE 10' FULLY SIGHT OBSCURING LANDSCAPE BUFFER, TYP, — SEE SHT L-1 N O O _N W N N LO 0 r Z 7 -ELEVEN 10' 00 N O N W N N IL0 Z MATCHUN E PROPOSED TRACT "All 25' HMA ACCESS ROAD SEE SHEET C— I PROPOSED FS #15 (CONCEPTUAL) / / / / 1 \ S89°04'29"E 2.00' d S89°04'29"E 125.00' \d. ° \ _ p .d p _ T .T --- p d 4° d a d d_° d -d. °. �.° d d p4 °° da 4 '"6 CF•bEDIJLE d`/p p 4 ° d _ ° < d. °dp ° ° ° ° 4 d /k/ ° ° p d 'd Q p ° e a. ad dp ZV / PROPOSED CURB AND SIDEWALK REPLACEMENT, TYP /2017 OI� i 35.0' WIDE DRIVEWAY i i i ORTH 30TH STREET 4 4 T T -- _ -- T--- T ---- T ---- T�� -- T __ PLAN = -- ---- -- -- — � ----' T — == — —__ --70E'`— OE—OE----OE---- OE— --- OE— ---OE----0E-- --OE III SCALE: I''= — I 0 nQl�i SURVEYED: murray.4 mh DESIGNED: DRAWN: HCM A*;� 2707 COLBY AVENUE, SUITE 1110 CHECKED:: EVERETT, WA 98201 P 425.252.9003 N0. REVISION BY DATE APPR APPROVED: M co O co w N N 0 0 T_ KEYED NOTES: O O O PARCEL #334210-3231/ O 6' CHAIN LINK FENCE W/ PRIVACY SLATS, TYP, SEE DET X, SHT X HMA ACCESS ROAD LAWN, SEE LANDSCAPE SHEETS PERVIOUS CONCRETE ROAD LANDSCAPED PLANTING AREA, SEE LANDSCAPE SHEETS SHELL ASPHALT DRIVE � 4 p d. p d ° � �4O 4 d ° d J \ co °4 :d d ° p \ 4 O d p4 4 p d d \ ° p d ° d 4 \ O d / 4 d d d 4 d° \ 4 d .4d p -16 a d d Q p _ p- - I F dd 4 ° d p d ° d d � I d p p a d °d. ° °d d 10' STREET FRONTAGE m d dd a .° °d. . d d ° LANDSCAPE BUFFER TYP d. ° ° 4 ° ° d \ d 4 d d p p 4-p p.4 d °d\ e pd p pd4 d- pd d pd a4 4. d p d' _ p d' SCHEDULE A p ° ° p 4 a d ° a p ° ° ° 4.d ° d p. 'a d ° °4 p ° �° HEDGE p p a ° ° 4 °dd \ S89°04'29"E 2.00' d S89°04'29"E 125.00' \d. ° \ _ p .d p _ T .T --- p d 4° d a d d_° d -d. °. �.° d d p4 °° da 4 '"6 CF•bEDIJLE d`/p p 4 ° d _ ° < d. °dp ° ° ° ° 4 d /k/ ° ° p d 'd Q p ° e a. ad dp ZV / PROPOSED CURB AND SIDEWALK REPLACEMENT, TYP /2017 OI� i 35.0' WIDE DRIVEWAY i i i ORTH 30TH STREET 4 4 T T -- _ -- T--- T ---- T ---- T�� -- T __ PLAN = -- ---- -- -- — � ----' T — == — —__ --70E'`— OE—OE----OE---- OE— --- OE— ---OE----0E-- --OE III SCALE: I''= — I 0 nQl�i SURVEYED: murray.4 mh DESIGNED: DRAWN: HCM A*;� 2707 COLBY AVENUE, SUITE 1110 CHECKED:: EVERETT, WA 98201 P 425.252.9003 N0. REVISION BY DATE APPR APPROVED: M co O co w N N 0 0 T_ KEYED NOTES: O O O PARCEL #334210-3231/ O 6' CHAIN LINK FENCE W/ PRIVACY SLATS, TYP, SEE DET X, SHT X HMA ACCESS ROAD LAWN, SEE LANDSCAPE SHEETS PERVIOUS CONCRETE ROAD LANDSCAPED PLANTING AREA, SEE LANDSCAPE SHEETS SHELL ASPHALT DRIVE � Q J \ N / zi --OE OE— — �— OE —IOE---<-0E----0E---� I a i SCALE: 1"=101 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M IrI���/I CITY OF RENTON (D Planning/Building/Public Works Dept. Call 3 Working Da s Before You D�G! o as o, •oo, 1-800-424-5555 a N VICINITY MAP 10 5 0 10 20 SCALE IN FEET 0/ CONDITIONAL USE PERMIT —NOT FOR �ONSTRUCTION— IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 RESERVOIR SITE PLAN - SOUTH DATE: 8/25/2017 FIELDBOOK: PAGE: C-2 SHEET: O OF:GO Q c*,) in N i N C) W CD 0 Lv 0 Q U Q 0 Ld W W / 0 U 0 Ld W Ld W rillW 0 z z W Y CD oo / C) U W U W Ld a Z w o / CD _o w, i �IN CN LO z STORM INFILTRATION SYSTEM CROWN=210.0 / IE(IN)12"(S)=208.00 / IE(OUT)12"(W)=206.00 BTM=202.0 / 0) N 12017 X FLOW CONTROL MH RIM=218.00 IE(IN)12"(E)=205.50 I E(OUT)12"(S)=205.50 i N89005'22"W 157.00' \\ ----226 ° poo 000 Ooo\ \\ \ \ /° ° / 0 0 \ \ \ \ \ \ loo 0 0 0 0 0 0 0000000000 \ 0 0 0 0 0 0 0 00000000000000 °° 220 o°o°o°o°o°o°o � 0000ooOo _ O o 0 0 0 0 o co 0 0 0 0 0 0 0 0 D 0 0 0 O O 0 0 0 LO 00000 O O O O O O 1 \ \ IE 12"(SW)-218.68 0_&0000000000000000c 0 0 0 0 0 0 �� \\ \ -- � - ° �� Oo000,00000000000000 \ a O°O°\o'O- 0 0000000 C� 0 O°°p000000 °\ \ \ O 0 0 O 0- O -O- -J 11 - -- °�°�°O°O°0°0°O \ CB -1 0 0 0 0 0 0 0 a- 0 0 0 0 4 \ \ 6000000()o()000 ° ,cn ° 44 0 0 cr $ops° \ \ o TYPE 1 CB ° 000000000 - \ \ \ o ° 000000000000.. a RIM=218.90 00000000000, a00000pop oOOoO0 0 0 0 0 \\ \\ \ IE IN 12"(NE)=21 7.10 i - Q 0000000()o ° opo 00000 ( ) �,S 0()0()0000 d ° 0°0°0°0° \ \ w IE(OUT)12"(S)=217. 00 - N2 °o°o°o°o° ° o0p0 "0 o \ - 0 0 0 0 a \ \ i - p°p0 0 0 ° ° a e ° 00000000 0 \ N N O O O O ° ° \\ \ N 00 0-- 6 -oma _ pppppppp \ \ u? on / o°o°o°o°a 2 0000°0°p i O O O O da \ 000()0000 \\ \ \ I Z 00000000 \ \ ° a 0()00000 0 i - - - - - - -, O 0°O0 O -- -- - -- -- _ 0 00O000 0O ()000000 =220 °°°°dp°000 OO OO 0()0 0 pp°o°0 pOo()o 000 1\ 1 I I o I I r --------I. �I I�00-�0 0 ()p 16°W -�-� �\ °00000°Op I°I I I II II 00 0)°00 000,p a o°00000 I I o- o o o SL =1.5% 'SL=1.5�o° °0° I I 0 \) 0 d001T-000°000000000 0000 / I �o _12 W 0.00 oo°o°°°pp�o 00°0°0o C6-2 p 00000000°°00°°00 0--e 0000000 TYPE I CB 000 00°0°00000°pRIM=218.25 0° 0p0° 00° 0 0 o O O pp°p°° I I I I 1 1 I IINIV N I II IE(IN)12"(N)=214.41 0°0°O°0° I ° - 0p °0p°°a0 = °0°0 °0° L- IEOUT12" SE214.40 o 0000000 °00000 C/ 0000 ° °° ° B000000 ° 0 0 0 0 p aa o0oO II °O 00 18� 0 000Oo0 0 000O 00000 0 00 0° �000a00°o° 12s 0000 °°� 000 O O O O 0 0 O O O O o O o O oO oOooo00000oOo 0000 ° 0000 O O 0 0 o 3 Ni I ° d ° O O O O O 1 J \ 00000()0 pp L(i \ a� ()p 00000000000 °° 0 0 0 0 ° a� I ° ° �\ 2�S 000° 000 °p° O ° \ p°pop°°°O°O°O°o O ° 0°0°0 o°O°O°o°o c 10 0 0 0°O°o°o°o°o°o°�° IE 12"(SW)-218.85 0 0 0 0 0 0 0 0 (n 0 0 0 0 0 0 0 0 _ N�i I � I \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c � o o o o o o 0 0 0 0 0 0 0 0 0 p°p°rN p°p°°°()°00 0000 _�°_�0°°00.000000 12'D \ o O o 0 0 0 0- 12"SDp 0 0 \�\ 5 00000()°000°o°0°0000 \ IF- I o o o o o o 220 ° 4 � - - 216'- -7 1 °- - d NRn°n5'22"W 157 nn' 0 `v / I NORTHING EASTING ELEVATION N NO. N 0 N192404.20 O / EDGE OF FOUNDATION 121 N192406.20 / _w EDGE OF RESERVOIR N N192366.91 N 219.78 L0 1�1 T_ E 1302703.09 219.95 SWALE HIGH POINT z N192352.79 E1302699.46 218.85 SWALE LOW POINT 56 N192408.55 E1302636.90 218.65 SWALE LOW POINT IflN192346.43 E1302619.70 212.75 TOP OF MANHOLE \ \ ,AIR GAP\DECHLOR MH RIM=212.35 IE(OUT)12"(N)=208.28 WATER QUALITY VAULT RIM=214.00 IE(IN)12"(E)=208.90 IE(OUT)12"(N)=208.80 I murray.4 m►h 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003 CB -3 TYPE 2 CB RIM=219.70 IE(IN)12"(E)=215.50 IE(IN)12"(NW)=212.50 I E(OUT)12"(W)=210.87 PARCEL #334210-3245 \ M ATCH L I NE SEE SHEET C-6 SURVEYED: DESIGNED: DRAWN: HCM CHECKED: N0. REVISION BY DATE APPR APPROVED: TYPE 1 CB \ RI M=219.71 IE(IN)12"(NE)=217.80 I E(OUT)12"(W)=217.70 1 \\ Lq I � LU I I � I 0 I z I I x\ 1 SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SWALE, TYP, SEE DET X, SHT X Call 3 Working Do S Before You DIG! aQ ° oo; 1 _800- 424- 5555 a N VICINITY MAP. GRADING COORDINATES x `v / I NORTHING EASTING ELEVATION DESCRIPTION NO. N 0 N192404.20 O / EDGE OF FOUNDATION 121 N192406.20 / _w EDGE OF RESERVOIR N N192366.91 N 219.78 L0 1�1 T_ E 1302703.09 219.95 SWALE HIGH POINT z N192352.79 \ \ ,AIR GAP\DECHLOR MH RIM=212.35 IE(OUT)12"(N)=208.28 WATER QUALITY VAULT RIM=214.00 IE(IN)12"(E)=208.90 IE(OUT)12"(N)=208.80 I murray.4 m►h 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003 CB -3 TYPE 2 CB RIM=219.70 IE(IN)12"(E)=215.50 IE(IN)12"(NW)=212.50 I E(OUT)12"(W)=210.87 PARCEL #334210-3245 \ M ATCH L I NE SEE SHEET C-6 SURVEYED: DESIGNED: DRAWN: HCM CHECKED: N0. REVISION BY DATE APPR APPROVED: TYPE 1 CB \ RI M=219.71 IE(IN)12"(NE)=217.80 I E(OUT)12"(W)=217.70 1 \\ Lq I � LU I I � I 0 I z I I x\ 1 SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SWALE, TYP, SEE DET X, SHT X Call 3 Working Do S Before You DIG! aQ ° oo; 1 _800- 424- 5555 a N VICINITY MAP. GRADING COORDINATES x PT NORTHING EASTING ELEVATION DESCRIPTION NO. 1 N192404.20 E1302692.18 219.91 EDGE OF FOUNDATION 121 N192406.20 E1302678.28 220.00 EDGE OF RESERVOIR 1�1 N192366.91 E1302706.69 219.78 EDGE OF ACCESS ROAD 1�1 N 192408.38 E 1302703.09 219.95 SWALE HIGH POINT 55 N192352.79 E1302699.46 218.85 SWALE LOW POINT 56 N192408.55 E1302636.90 218.65 SWALE LOW POINT IflN192346.43 E1302619.70 212.75 TOP OF MANHOLE i i r' \ \ ,AIR GAP\DECHLOR MH RIM=212.35 IE(OUT)12"(N)=208.28 WATER QUALITY VAULT RIM=214.00 IE(IN)12"(E)=208.90 IE(OUT)12"(N)=208.80 I murray.4 m►h 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003 CB -3 TYPE 2 CB RIM=219.70 IE(IN)12"(E)=215.50 IE(IN)12"(NW)=212.50 I E(OUT)12"(W)=210.87 PARCEL #334210-3245 \ M ATCH L I NE SEE SHEET C-6 SURVEYED: DESIGNED: DRAWN: HCM CHECKED: N0. REVISION BY DATE APPR APPROVED: TYPE 1 CB \ RI M=219.71 IE(IN)12"(NE)=217.80 I E(OUT)12"(W)=217.70 1 \\ Lq I � LU I I � I 0 I z I I x\ 1 SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SWALE, TYP, SEE DET X, SHT X Call 3 Working Do S Before You DIG! aQ ° oo; 1 _800- 424- 5555 a N VICINITY MAP. GRADING COORDINATES x PT NORTHING EASTING ELEVATION DESCRIPTION NO. 1 N192404.20 E1302692.18 219.91 EDGE OF FOUNDATION 121 N192406.20 E1302678.28 220.00 EDGE OF RESERVOIR 1�1 N192366.91 E1302706.69 219.78 EDGE OF ACCESS ROAD 1�1 N 192408.38 E 1302703.09 219.95 SWALE HIGH POINT 55 N192352.79 E1302699.46 218.85 SWALE LOW POINT 56 N192408.55 E1302636.90 218.65 SWALE LOW POINT IflN192346.43 E1302619.70 212.75 TOP OF MANHOLE PARCEL #334210-3240 PROPERTY AREA: 47,354 SF PROJECT AREA: 16,485 SF GRADING QUANTITIES: ADDED REMOVED RELOCATED 2,240 TONS 3,150 TONS 350 TONS 1,600 CY 2,250 CY 250 CY FILL ORIGIN: TBD BY CONTRACTOR SPOILS DESTINATION: TBD BY CONTRACTOR PLAN SCALE: I "= 10' %CITY OF 140 RENTON • Planning/Building/Public Works Dept. VI 10 5 0 10 20 SCALE IN FEET CONDITIONAL USE PERMIT -NOT FOR CONSTRUCTION - INCOMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 GRADING AND DRAINAGE PLAN - SOUTH DATE: 8/25/2017 FIELDBOOK: PAGE: C-5 SHEET: 1 1 OF: 60 N PU C n 0 Lv 0 Q CD U Q 0 i LJ LJ LJ cn / 0 Q U Cr CD w LJ w Q 0 z z w CD oo U w CD 0_ LLj >I w a z L, 7 -ELEVEN T DRIVE CB RIM 206.40 IE W 204.20 IE S 204.20 IE E 204.15 BOT 204.00 0 N T- N O O _N W N N L0 Z S89°04'29"EA32.00' a -!O 4 1 1 N N d - - 4 a T a a 12"CONC 4 a 'CB -5 \ TYPE 2 CB RIM=206.40 �'- ,206 IE(IN)12"(N)=204.20 IE(IN)12"(E)=204.15 (EXIST) IE(IN)12"(S)=204.20 (EXIST) IE(OUT)12"(W)=204.15 (EXIST) SS SS- S'�--- ��---3 -TSS- a -S- I \ I a I \ 12" \ -- W---- W---- W---- W---- --- W-- a W- � .. . . . . . . . . " 8/29/2017 \ MATCHLrNE �� 0 I SDMH-1 48" SDMH RIM=207.23 IE(IN)12"(N)=204.40 I E(OUT)12"(S)=204.30 .T a a 4 d O 2Y d d SEE SHEET C-5 PROPOSED FS #15 (CONCEPTUAL) i i i i i i / 8"CONC SS-- -SS/ ---SS -- SS -- SS---_IooS- - - SS- CB I(S01-ND LID) RIM 207.08\ IE N 204.83\ IE S 204.88 \ IE E 204.98\CB I BOT 203.23 206.87 >,---RIM IE N 204.77(8"DI) 1'2"%643�04ME) ---- W- W---- W - - W---- W--- W 12"ADS D----SD----SD- - -'I- gin c-� _ . . . . . . . PARCEL #334210-3237 �o / SHELL vJO C /1"VA �I QNJ`C0.1 43T49DRIVE IEW210.34 IE E 210.39 BOT 209.44 Call 3 Working DMG! S Before You oaa 1-800-424-5555 a N VICINITY MAP 10 5 0 10 20 SCALE IN FEET 4_ - p UJ / 4 d ° 4 d d7 ° a 4 4' a - dA, a a d 4 cn 'a ' 4 d a � 4° q: a \ a 44 4p Q p _ - 4 -- d d Q0 cn a a ° d I O 4 d I a d q a d d d a dd ° U) d 4° d a j d �d d a d 4 I ° a E I "I V V'E 4p \O d \ 4 d a d I d _ 4 dd 4 S89004'29"E 125.00' d ° 4 °a4 da ° da a \ a d cn a d 4 d d 4 O d � 2V����IIII `n i i i i i i / 8"CONC SS-- -SS/ ---SS -- SS -- SS---_IooS- - - SS- CB I(S01-ND LID) RIM 207.08\ IE N 204.83\ IE S 204.88 \ IE E 204.98\CB I BOT 203.23 206.87 >,---RIM IE N 204.77(8"DI) 1'2"%643�04ME) ---- W- W---- W - - W---- W--- W 12"ADS D----SD----SD- - -'I- gin c-� _ . . . . . . . PARCEL #334210-3237 �o / SHELL vJO C /1"VA �I QNJ`C0.1 43T49DRIVE IEW210.34 IE E 210.39 BOT 209.44 Call 3 Working DMG! S Before You oaa 1-800-424-5555 a N VICINITY MAP 10 5 0 10 20 SCALE IN FEET CB RIM 218.02 IE NE 216.42 IE W 215.97 IE E 215.97 BOT 214.92 1 � 0 0 CL --SD--- mil - - - -/ I / SNC I / cn �lb -,-NORTH 30TH STREET �"CONC - S� --- SS ----SS- �� /� SS----S--SS----SS -/ SSS ----SS-- -SS-0/ l - -- - f� n ci- -( -- -� I \ I\ \ CB ICB I I \ \ \ RIM 211.27 \\ RIM 212.74 I \ \ I \ RI W 21,27 \ IE W 210.24 \ \ IEE209 09.12 IES210.44 \ \ CBI \"N 0,0.04 CONDITIONAL USE PERM IM 218.7 BOT 208.47 cn \ \ IE W 215. \ \ nIn^' R I S 216. r W- -- W -- W- -- W-- - W----dV- - - W -r- W---- W---�\ W---- W_ W-_ 11-T /VV� Cvl-1__ _ ONSTRUCTI 1 214: Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2"C N Q - -- �' -- - - -- - --- ---- 4 a a I �-OEC---OE U� I /4 a \ _ -- E---- 5 - ---_ E -_ 4 I OE---I-OE-- U'- Q W PLAN -- ----' T --- T --- T -------- T� T - - ----�o�� _ 0E----10 - 4 / �� - ---T- - - --- _ 111: OE - 0E- - - - OE- - - - OE- OE- OE OE - - � - - OE- - - SCALE: 111= 10' F Rl\/ C ` SURVEYED: SCALE: DATE: VERTICAI n_ > NAVD 1988 HORZONTALL:NAD 11983/1991 FIRE STATION 15 DESIGNED: I - 10 o CITY OF 8/25/2017 murray.4 �%l�� '� 1404 N 30TH STREET PAGE: OK DRAWN. HCM RENTON RENTON WA 98056 PAGE: ONE INCH DATUM � DRAWING NO: 2707 COLBY AVENUE, SUITE 1110 CHECKED: AT FULL SCALE EVERETT, WA 98201 Planning/Building/Public Works Dept. - P 425.252.9003 NO. REVISION BY DATE AP P R APPROVED: SCC NOT ONE INCHALE ACCORDINGLY GRADING AND DRAINAGE PLAN - SOUTH SHEET: 12 OF: 60 / a CB RIM 218.02 IE NE 216.42 IE W 215.97 IE E 215.97 BOT 214.92 1 � 0 0 CL --SD--- mil - - - -/ I / SNC I / cn �lb -,-NORTH 30TH STREET �"CONC - S� --- SS ----SS- �� /� SS----S--SS----SS -/ SSS ----SS-- -SS-0/ l - -- - f� n ci- -( -- -� I \ I\ \ CB ICB I I \ \ \ RIM 211.27 \\ RIM 212.74 I \ \ I \ RI W 21,27 \ IE W 210.24 \ \ IEE209 09.12 IES210.44 \ \ CBI \"N 0,0.04 CONDITIONAL USE PERM IM 218.7 BOT 208.47 cn \ \ IE W 215. \ \ nIn^' R I S 216. r W- -- W -- W- -- W-- - W----dV- - - W -r- W---- W---�\ W---- W_ W-_ 11-T /VV� Cvl-1__ _ ONSTRUCTI 1 214: Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2"C N Q - -- �' -- - - -- - --- ---- 4 a a I �-OEC---OE U� I /4 a \ _ -- E---- 5 - ---_ E -_ 4 I OE---I-OE-- U'- Q W PLAN -- ----' T --- T --- T -------- T� T - - ----�o�� _ 0E----10 - 4 / �� - ---T- - - --- _ 111: OE - 0E- - - - OE- - - - OE- OE- OE OE - - � - - OE- - - SCALE: 111= 10' F Rl\/ C ` SURVEYED: SCALE: DATE: VERTICAI n_ > NAVD 1988 HORZONTALL:NAD 11983/1991 FIRE STATION 15 DESIGNED: I - 10 o CITY OF 8/25/2017 murray.4 �%l�� '� 1404 N 30TH STREET PAGE: OK DRAWN. HCM RENTON RENTON WA 98056 PAGE: ONE INCH DATUM � DRAWING NO: 2707 COLBY AVENUE, SUITE 1110 CHECKED: AT FULL SCALE EVERETT, WA 98201 Planning/Building/Public Works Dept. - P 425.252.9003 NO. REVISION BY DATE AP P R APPROVED: SCC NOT ONE INCHALE ACCORDINGLY GRADING AND DRAINAGE PLAN - SOUTH SHEET: 12 OF: 60 CD 0 cn J U Q00 cn I 0 00 / W W co / 0 Q U D' O W W LLjJ Q 0 r z z W Y O oo / I -- C) U W_ O W LLj LdQ z 1/2017 FLOW METER V SEE SHT M-1 308 ZONE OUTLET 435 ZONE INLET murrap s mA 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003 gra REVISION SURVEYED: DESIGNED: DRAWN: HCM CHECKED: BY I DATE I APPR I APPROVED: SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M MH (48"DIA) RIM 215.28 IE NE 209.28 IE S 209.18 CHANNELED BOTTOM PARCEL #334210-3240 UPSTREAM STRUCTURE NOT LOCATED PLAN SCALE: I "= 0 • CITY OF RENTON Planning/Building/Public Works Dept. Call 3 Working DUG! S Before You 0 1-800-424-5555 a N VICINITY MAP o s o io zo SCALE IN FEET CONDITIONAL USE PERMIT —NOT FOR CONSTRUCTION— IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 SITE UTILITY PLAN - NORTH DATE: 8/25/2017 FIELDBOOK: PAGE: C-8 SHEET. 14 OF: U) T1_ Z O H Q w cr LL CD 0 J U Q 0 co LJ LJ LJ cn / 0 Q U / CD w LJ w J Q 0 z z w CD oo U w CD 0_ LLj >I Ldw a z L, 320 ZONE OUTLET 435 ZONE INLET 7 -ELEVEN CB RIM 206.40 IE W 204.20 IE S 204.20 IE E 204.15 BOT 204.00 I M ATCHL rN E SEE SHEET C-8 I II 0 N N �j2\ W d - N t:1 z PROPOSED FS #15 �'° (CONCEPTUAL) I IJAM I I N I \1 I II 1 I I I L PARCEL #334210-3237 T DRIVE 89004'29"E 2.00' O a as - i 12"CONC 4 4 4 -- -Cn cn 1 � SS SS- SS SS- SS -I- - SS- RETE WALK - --- T- -- T --- 8/29/2017 I \ I \ I K WV \ TOP CASE 206.80 \ TOP NUT 203.54 \ - W---- W--- W--- W-- a z / / / 8"CONC SS-- -SS/ ---SS -- SS -- SS---_IooS- - - SS- / / CB I(SOLID LID) RIM 207.08\ IE N 204.83\ IE S 204.88 \ IE E 204.98 \ CB I BOT 203.23 RIM 206.87 \ IE N 204.77(8"DI) 1'2"%643�04ME) ►C ---- W- W---- W - - W---- W--- W 12"ADS D----SD----SD- \�Cn 0 F _ 10 5 0 10 20 SCALE IN FEET SHELL CB I A PNJ% T49DRIVE IE W 210.34 IE E 210.39 BOT 209.44 i a CONCRETE WAL�<-111111M.- C13 RIM 218.02 IE NE 216.42 IE W 215.97 IE E 215.97 BOT 214.92 Call 3 Working DMG! S Before You oaa 1-800-424-5555 a N VICINITY MAP --SD--- �7 77 7/ I � � / cn -,-NORTH 30TH STREET ����lb �"CONC - SK --- SS- - - - SS- �� /� SS- - - -S--SS----SS -/ SSS ----SS-- -SSK/ l - -- - f� cin \ I \ \ \ WV CB I \ CBI RIM 2 I \ \ \ � TOP CASE 217.38 IE W 2110.20.24 RIM 211.27 \ \ I \ TOP NUT 215.09 \ IE W 209.02 \ IE S 210.44 \ \\ \\ C13 1218.7 IEE 209.12 \"N T 210.04 CONDITIO' USE PERM I BOT 208.47 � cn \\ \ IE W 215. W- -- W -- W- -- W-- - W ----NK - - w- W---- W-- �- W---- W_--- W-- - t�p,,� �v1-1__ ONSTRUCTI 1 214: Z 2"C IN COMPLIANCE WITH CITY OF RENTON STANDARDS N Q 4 4 I o 0E---OE11---OE (n _ -- E---- E - ---_ E -_ 4 I 0E ----OE-- �� a W _ _ PLAN -- --- T - -- T --- T ---- Tn - T� E T - ----��� - 0E----10 - / _ �/ � ---- T -- - T --- _ OE - 0E- - - - OE- - - - OE- OE- OE OE- - - - CE- II cn - SCALE: I = 01 nQl�i I I CP - F/1 SURVEYED: SCALE: VERTICAL: NAVD 1988 -M: n_ ' HORIZONTAL: NAD 11983/1991 FIRE STATION 15 DESIGNED: 1 - 1 0 % CITY OF 8/25/2017 murray.4 �%l�� '� 1404 N 30TH STREET PAGE: OK DRAWN. HCM RENTON RENTON WA 98056 PAGE: ONE INCH DATUM DRAWING NO: 2707 COLBY AVENUE, SUITE 1110 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EVERETT, WA 98201 IF N - OT ONE INCH P 425.252.9003 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE UTILITY PLAN - SOUTH SHEET. 15 OF: 60 12" RETE WALK - --- T- -- T --- 8/29/2017 I \ I \ I K WV \ TOP CASE 206.80 \ TOP NUT 203.54 \ - W---- W--- W--- W-- a z / / / 8"CONC SS-- -SS/ ---SS -- SS -- SS---_IooS- - - SS- / / CB I(SOLID LID) RIM 207.08\ IE N 204.83\ IE S 204.88 \ IE E 204.98 \ CB I BOT 203.23 RIM 206.87 \ IE N 204.77(8"DI) 1'2"%643�04ME) ►C ---- W- W---- W - - W---- W--- W 12"ADS D----SD----SD- \�Cn 0 F _ 10 5 0 10 20 SCALE IN FEET SHELL CB I A PNJ% T49DRIVE IE W 210.34 IE E 210.39 BOT 209.44 i a CONCRETE WAL�<-111111M.- C13 RIM 218.02 IE NE 216.42 IE W 215.97 IE E 215.97 BOT 214.92 Call 3 Working DMG! S Before You oaa 1-800-424-5555 a N VICINITY MAP --SD--- �7 77 7/ I � � / cn -,-NORTH 30TH STREET ����lb �"CONC - SK --- SS- - - - SS- �� /� SS- - - -S--SS----SS -/ SSS ----SS-- -SSK/ l - -- - f� cin \ I \ \ \ WV CB I \ CBI RIM 2 I \ \ \ � TOP CASE 217.38 IE W 2110.20.24 RIM 211.27 \ \ I \ TOP NUT 215.09 \ IE W 209.02 \ IE S 210.44 \ \\ \\ C13 1218.7 IEE 209.12 \"N T 210.04 CONDITIO' USE PERM I BOT 208.47 � cn \\ \ IE W 215. W- -- W -- W- -- W-- - W ----NK - - w- W---- W-- �- W---- W_--- W-- - t�p,,� �v1-1__ ONSTRUCTI 1 214: Z 2"C IN COMPLIANCE WITH CITY OF RENTON STANDARDS N Q 4 4 I o 0E---OE11---OE (n _ -- E---- E - ---_ E -_ 4 I 0E ----OE-- �� a W _ _ PLAN -- --- T - -- T --- T ---- Tn - T� E T - ----��� - 0E----10 - / _ �/ � ---- T -- - T --- _ OE - 0E- - - - OE- - - - OE- OE- OE OE- - - - CE- II cn - SCALE: I = 01 nQl�i I I CP - F/1 SURVEYED: SCALE: VERTICAL: NAVD 1988 -M: n_ ' HORIZONTAL: NAD 11983/1991 FIRE STATION 15 DESIGNED: 1 - 1 0 % CITY OF 8/25/2017 murray.4 �%l�� '� 1404 N 30TH STREET PAGE: OK DRAWN. HCM RENTON RENTON WA 98056 PAGE: ONE INCH DATUM DRAWING NO: 2707 COLBY AVENUE, SUITE 1110 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EVERETT, WA 98201 IF N - OT ONE INCH P 425.252.9003 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE UTILITY PLAN - SOUTH SHEET. 15 OF: 60 qq 0) O `I+ m N C) O LL LL z Q 0 00 Ld w D_ CD L, / 0 U O W U) LJ D- w Q 0 z z W Y 0 00 C) U W O D_ d LL a Ld z L, /2017 TOP OF VENT EL=323.0' TOP OF SE TOP OF W) TANK OVEI RETAINING WALL CONCRETE RING FOUNDATION murray-4. mt1A 0 70- 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003 RESERVOIR SECTION SCALE: 1 /811= I I-011 NO. I REVISION I BY SURVEYED: DESIGNED: SMRT DRAWN: HCM CHECKED: Tip DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M A =MBLY EXISTING GRADE FINAL GRADE EL=212'± CITY OF (D RENTON Planning/Building/Public Works Dept. Call 3 Working DUG! S Before You c o� 1-800-424 — —800-424— 5555 CONDITIONAL USE PERMIT -NOT FOR CONSTRUCTION - INCOMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 RESERVOIR ELEVATION DATE: 8/25/2017 FIELDBOOK: PAGE: C-12 SHEET: OF: 18 60 N