Loading...
HomeMy WebLinkAboutR-371521x 2 I 3 1 • — r 461 ' O ._ _ r w U _`•.. FG: 451 _.. F.G 45E 8.:.';. '..'. ,, - ~,z -4fi - � ....,., zWI- .451.31 ._ -. ..._.. - _ -___ Ell I- z FG 52 27 G -,L w W U — t �r IL W u11 / t._ v- da e,} ".. CB 52 W 1 _ 27 +00 5.88'7 1` W 979.11'(R) CB 53 28 +00 Ica 29 +00 / I 30 +00 LIMITS OF WORK .� -- -- — -__- - -.- -__� - _ _ i __._ ^' -_ --I - -�= v: _` - - 1/___.__._'_� - ':il` (300 O N� s — 5 - - - - -s <� �s s s— — {— �s — -5— - -- s s— Ts — s s— EC 1: STA,27 +32:72 - - - v /STA. 30 +94.43 Ia-1- i 25' CEMENT CONCRETE 2 `I : _ _ �1 S 27TH- ST qNir 30' CEMENT CONCRETE ST) CC W DRIVEWAY ENTRAN TYPE 3 C6.7 1 ��� - VEWAY, ENTRANCE TYPE 3 (. c REI W 1_ - -\- yy - - W- - VJ- ' - __ - \N- _........_ W-- - -- -_ VV - WL -. _ __ __ 'N-_ -- __ - - Vd -- - '- !" - __ - _ y^!- ._ _ l^F- - - - 4M-T _ - W-`- _ J,- - _ - VJ OP WZ I - - - D _._. D- - - - - -- J - - - -- - p'- fJ.._.. - - -- D- - < - - D- ._ : D- l}- - T - -D- v OP UP P - OP tCP OP Op - - - Jo -.. — OP _. _i STA '2+ o , 0 1 -1 0 T = 1 1 100.00' VC Q PVI STA: 30 +35.00 Z PVI ELEV: 462.70 HIGH PT STA: 30 +31.58 50.00' VC W HIGH PT ELEV: 462.08 PVI STA: 31 +50.00 PVI ELEV: 458.70 2 470 W J sixsraR W `1 Z W 465 4 L� w\ I. Q � \ RJR V GCB Z 460 I (L w-t 11 APPR U) — O ❑.g z - 7 Q 455 F- I W co -�C rjI W 32fi Q 450 12�f.3 T Z 445 Z W 440 ' n a H�ST=J Ij i IVES � I I, I. I -7 sixsraR °z `1 d in'I 0j sI GCB o L� w\ I. Q � \ Q 1 GCB 1 17 14 Fa I (L w-t DATE APPR Ji — O ❑.g z - 7 U I_ F- I W co -�C rjI 32fi I -- HIGH PTE EV 459:86 12�f.3 T H�ST=J Ij i IVES � I I, I. I 26 +75 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 KEYNOTES PROFILE Oi DEMOLISH EXISTING FENCE. SCALE: HORIZONTAL= 1'=20' VERTICAL= 1 " =5' O MOW CURB PER DETAIL @ O PRIOR TO CONSTRUCTION AND ORDERING MATERIALS, THE CONTRACTOR SHALL POTHOLE THE EXISTING STORM DRAINAGE LINE TO THE EXACT LOCATION AND DEPTH. CONTACT THE ENGINEER IF THE LOCATION AND INVERT ELEVATION DO NOT MATCH THE PLANS. s Know whars below. Cal before you dig. NO. 3 REVISION -7 sixsraR °z `1 0 o A BRAUN GCB o WJF tCB 1/24/141 WJF °N1N` F. KATONA GCB 1 17 14 + aFnxID W. RERST BY DATE APPR �xwewm S. COMFORT ❑.g z I n v1 D -�C -- HIGH PTE EV 459:86 if 37-12 NJIST -X O-GAS W D W w EXIS ING GRADE N h EXISTING GAS w > AC NTERLINE t ul ❑NE CROSSING- _ m M UU_ — — N o - - T- - - - - -i P ROPOSED @ FLOW LINE FINISHEDGTtADE' - w _ to � � a W - - - - �- - - � PVI STA 30 +90.00 T � -6 OI � c0 XISTING- GAS- LINE CROSSING— _ -_ - _ 4.58/ - --. -_ _ _- - � Q c NGtGAS LINE - Z _ - --_ . - - -- -_— �APDXMATE _SIZENK�OWN DEPTH, - ---_� -- - - PVI STA 31+20.00- - - - - ELEV; 460 0435 - -- -- , _ - - - -- -- - - - 51, TYPE1 '07,14.94LT _ ran T w O _ w STA:31 +8 RIM: 456.6 � � — — t __ __. @ 4.28% RIM 45702- _.- _ I E. 54.0 -_ 12, ._ �- ._._. -- __._. - - - -PVC __. . _ 22 LF 12 DIP @ 54M. -- - -) -- @ FLOW LINE -CE: 33 TYPE -1-�- -_ -_ . - -_ __.�PE._CL _ _ RIM: 452.37 IE: 449.3712 "(E) EXISTING / I @SAWCUT INISHED GRADE LINE -- - -- _ LU3 -- -M'4`9T - __ STING GRADE :4493T72r A CENTERLINE I IE 452.9412) IE 452.94 - 27'( f IEi�452:94"12"'�) S d O N m m N 0 ^ M T p n N al 6 '6 N C6 [ 7 (6 7 o n of r tp N N N al(0 ] N a s a e a a c v d a o It a O 26 +75 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 KEYNOTES PROFILE Oi DEMOLISH EXISTING FENCE. SCALE: HORIZONTAL= 1'=20' VERTICAL= 1 " =5' O MOW CURB PER DETAIL @ O PRIOR TO CONSTRUCTION AND ORDERING MATERIALS, THE CONTRACTOR SHALL POTHOLE THE EXISTING STORM DRAINAGE LINE TO THE EXACT LOCATION AND DEPTH. CONTACT THE ENGINEER IF THE LOCATION AND INVERT ELEVATION DO NOT MATCH THE PLANS. s Know whars below. Cal before you dig. NO. 3 REVISION PERMIT SET wmrx: w,o , AS NOTED °E x°' DATUM F MOr pE Mpl lGIE /OWAOxxLY 31 +00 31 +50 R- 311521 Checked for Complia a to City Standards CITY OF z RENTON Planning /Building /Public Works Dept. 32+00 32 +25 470 465 460 455 450 445 440 J i I I ml • �• I Nonce TACO M A • SEATTLE • SPOKANE • TRI- CITIES .LLRxwwmMWxf9WLW zm RYLWYL YN x0 S1l1LE R9Gn16 2215 North 301h Street, Suite 300 Tacoma, WA 9840: oFxoF xwa x x ua mien x ru xE °LiuYO exmrosisxxrxna� 253.383.2422 TEL 253.3832572 FAX www.ahM.can WEB xumx ro rur x�er a xv xx wa xof¢ RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT o «a S 27TH ST SIDEWALK IMPROVEMENTS C5,2 mm 25 X35 c-L): JA- N N z -7 sixsraR °z `1 0 o A BRAUN GCB 1/28/14 WJF tCB 1/24/141 WJF °N1N` F. KATONA GCB 1 17 14 WJF aFnxID W. RERST BY DATE APPR �xwewm S. COMFORT PERMIT SET wmrx: w,o , AS NOTED °E x°' DATUM F MOr pE Mpl lGIE /OWAOxxLY 31 +00 31 +50 R- 311521 Checked for Complia a to City Standards CITY OF z RENTON Planning /Building /Public Works Dept. 32+00 32 +25 470 465 460 455 450 445 440 J i I I ml • �• I Nonce TACO M A • SEATTLE • SPOKANE • TRI- CITIES .LLRxwwmMWxf9WLW zm RYLWYL YN x0 S1l1LE R9Gn16 2215 North 301h Street, Suite 300 Tacoma, WA 9840: oFxoF xwa x x ua mien x ru xE °LiuYO exmrosisxxrxna� 253.383.2422 TEL 253.3832572 FAX www.ahM.can WEB xumx ro rur x�er a xv xx wa xof¢ RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT o «a S 27TH ST SIDEWALK IMPROVEMENTS C5,2 mm 25 X35 c-L): JA- N N z -7 °z `1 0 o o 9 � V N =� O ° 1 n 8 z ❑.g z I n v1 D -�C