Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R-371509
LUK I : CONC 1. lti ASPHALT $���". 3 (n '\ \� I ASPHALT CURB ,. H3■ ]IF8 �� �� ]!� 157 �� T9f.7♦ - _ - _-._. r- - '-- - - - � - YfAiETS M - - - 11 � �]■ - _ - - - Ilrrr■-IaFr■ - - - - - - - - aaIE WME, a - _ , _ - -- ■ W- -_ - i T - - a - -� - o - -- - - -- = a Pa - _ _S� ® -� d - - _ - ■ �- -L I Iv _ CB 1 ■ ■ J - / -`` ®- - -- !■ - % Y- ■- - _ 0`WATER EASE - - RIM N 42794 MANHOLE 1 ® , ■ ■ W -- - - ® _ _ E -TEN 1�I TANKS - - RAINGARDEhI - ■-� - I ■ $ - Al Ea o" 7 -CONC .. v) - -_ ■ - - _ _ _ - - _ ■__ ■ - . -■ ■ - - 8 L�18"- 91A.-IiALF NCRETE PIPE . � (n -- �. ��7J-1.17_12. � 445-- RE$TOROPE AT -- - � GTANST[ CHANNEL. z I- / \ PVC - �- x d�j� - �� _ -t ■ ■� _ _ - - l % `� REMOVEDSTAIRS_ _ i ■_- - 1 Z .. \ _ f-G _ - ® ' ■- \ _.1 -- _ a� -450 FG: 451:79 ■ _ ■ _. - ® ■ _ I FG: 453.8 ®'■ LLI (/V _ - 6LF-18 DIA HALF CONCRETE-PIPE. _ ■ ■ �"1■" j� _ _ - x -x ■"1�m - 2 x` , , ■- ",�/-��, "ROUT TO MATCH. EXIST. CHANjJEL. _ FG: 451.02.. - FG: 451 86 - O CB 3 _ 2_ -- �- - - - - - x Yff Y - ® ®T o_ x �-x� U� � .`S LF_36'PIPE @0:00% _-- _ "_5..: -B _ _.. -.:yai f�N- ®- i�f ■xlir -ftE r� �x ENCE °FG:°45 .03 FG: 455.34.. 0 \ X I C i - . LYi - A- ®e■-■c 8 LF 8" PVC @ 6.14%,.,. FG: L2_361 - I I _ l I _ 454, F RENTON 10 I LINK _ V � I i I �I I ■ cy) a_ TY EASEMENT S 4 �, ...�.� FG�153.68 GB- - -- C NO. 58010 I j '�1 2 -_ - FG: 454.90 FG. 455. G p FG: 451.36 17 ■ U _ FG: 455.06 - - - -- - - - -- I -_ FG: 453.59 SEESHEETC2.4 - - - - -- G 6 .452.45 F FG: 455.31 W I \' -- -- pl° i TYP. 1 FG 451.66 -_ - - -- IE- 446.61FG' G:4 6 I LL) o FOR PORTABLE - 20 -I GRADING DETAILS G: 455.15 W _- -- _ - -- -.. -- - - - -- 2.26 F 45 J . r ? MFG: 459.16 ®C -- - - -- - _ - -__- _ - M 4 FG: 452.70' 9 \ 4-7- i� 1- G 5.43:W _ - -- - -_ -- -_ -_ -_ - -_ - - - - - -J \� j W O c'- - FG 451.61- - - -- - - -� I , � � � I 5.3- ' Z J \ ( LFG: 45067 T ®D -- --5!b* ------- - - - - -- (OK - - - - -_J I 3 FG;I754.20I - _III :4 455 / I V LIMITS OF WORK --- ---- - - -- -- - - -- - FG: ,I -- - - - - -- -- - -- - -- ®L -- IE= 444.18 4 1.90% Q®� �� ( - L _ - @2 0 %/ FG:4 45 FG: 451. ' `� D D ' j PORTABLE LLI STRUCTURE NAME STRUCTURE DETAILS ry RIM = 429.40 TYPE 2 ( :45 CB 6 CB 5 CLASSROOM 7024R FFE = 458.00 E 1302620.76 I I' CB2 RIM = 451.19 60" TYPE 2 CB IE = 441.50 (36" E) . IE = 441.50 (12" N) E 1302626.51 S z y c RIM = 452.04 TYPE 1 IE = 447.10 (8" S) 3 IE = 447.10 (8" W) E 1302793.57 IE = 447.10 (8" E) C84 I RIM = 451.27 N 169713.06 IE = 448.35 (8" E) ' CBS RIM ='45i27 54 "TYPE2CB J■ N 169654.22 IE = 444.18 (12' W) I IE = 449.43 (12" SE) - 10 7 73 LF 12" PVC @?2g ) N 169651.80 ( ' ■ LLI ■ I,i SEqR SA NHOLE 1ALHOLE J V ,n I ( IE = 451.08 (8" W) @ 0.50% / o CBS o TYPE CB IE= 445.24(12 "NE) Z IE = 445.24 (8"S) pi - 44 4 \ CENT � @�� Q�C IE = 450.01 8 - A _/ - -- BU N 169525.75 IE = 449.70 LLJ i F I Cr N'v EL (6" I �N')�Q N OV,RHAVG STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 1 RIM = 429.40 TYPE 2 IE = 423.37 (12" S) N 169770.47 IE = 423.37 (12" E) E 1302620.76 IE = 423.37 (12' W) CB2 RIM = 451.19 60" TYPE 2 CB IE = 441.50 (36" E) N 169699.32 IE = 441.50 (12" N) E 1302626.51 S z CB 3 RIM = 452.04 TYPE 1 IE = 447.10 (8" S) N 169715.32 IE = 447.10 (8" W) E 1302793.57 IE = 447.10 (8" E) C84 TYPE 1 RIM = 451.27 N 169713.06 IE = 448.35 (8" E) E 1302724.89 CBS RIM ='45i27 54 "TYPE2CB IE= 444.18(36 "N) N 169654.22 IE = 444.18 (12' W) E 1302795.58 IE = 449.43 (12" SE) CBS RIM = 453.37 48" TYPE 2 CB IE - 444.55 (12" E) N 169651.80 IE - 444.55 (12" SW) E 1302722.15 RIM = 454.48 TYPE 1 IE - 451.75 (12" NW) N 169611.02 IE = 451.08 (8" W) E 1302888.34 CBS RIM = 448.67 TYPE CB IE= 445.24(12 "NE) N 169591.27 IE = 445.24 (8"S) E 1302597.81 L 10 N 169509.76 IE = 450.01 E 1302600.29 OUTLET 9 N 169525.75 IE = 449.70 E 1302599.81 N] i �m -A J _ ■ � :c u 0: � hwl} I ` \ /'•,�3sV � v � � �g� � "r*') I � 'I ■ A - 4 C67 KEYNOTES 0 \ - �- FG: 454 SEE SHEET C2.1 Z ■ I I O CURB DRAINAGE OPENING PER DETAIL 1 TYPICAL ■ / I CB.8 I 7� I ALONG RAINGARDEN CURB EDGE. 66.. F 2 ,._. ■ IN I O };: 44 .53 FG 9.96 ❑ ` b }� - FG: 454.44 I �, //f y ■ O2 (6) 160 LF 60" 0 DETENTION PIPES R=371509 \� � � FG: 454.44 ^^�'� -` � F- ■ L '' 450.34 I \ / ■ O 45 LF 60' 0 DETENTION PIPE Q ■ I i I FG: 454.70 ) PORTABLE �\ I, O 7R--- PER DETAIL e ,n I FG: 455.15 / $ C6. / ■ I ` FG: 450.59 ® CLASSROOM .15 } \' CONSTRUCT ROOF DRAIN �" ■ /�I ` , -1; '- -�; I FFE= 458.00 i .01 (RAINGARDEN \ FOR CONNECTION TO / 0.89 L�.. rn •; \ PLAY SHED ® 0.63% 0.93% I / ..I _ ■ 0. Q.. ® `� RIM E = 450.83 Q FG'. 455.2^ -� -■ V FG: 54.76 RIM F - 450.77 i RIM G= 452.00 c u> �- q55 �' � I RIM H= 452.08 i'I I A FG: 455.34 -.45° FG:� :� // ��,T RIM I- 452.16 Z ■ I� \�- --�-_ - ® '- - r - - -� i--- " RIM J- 452.32 N 3 4 ■ '- 6 52 LF TRENCH DRAIN i i = = °I �� gSS i /_- ='' .5:- RIML= 452.61 'AHBLB FG: 50.32: C6.7 AT SOUTH END OF °O ' - _ - _ - _ - - - A - - RIM M = 452.56 .90 6. 6. OUTLETS 1 a i i 1j °. I _ - =y6" s z ee I I C` COVERED PLAY AREA ® A FG: 455.1 r = - FG: R LU FG: 451.57 FG: 451 70 FG: 455.38 ' Ir O PROVIDE BEEHIVE CATCH BASIN PER DETAIL e 16 LF 12" PVC @ 1.94% \ I FG: 455.56 %x� Ir.90* FG:' .70 FG: 4$1.191 FG:455.58 cFG: 455.28 f FG: 456.15 6 TWO PIPES SHOWN. - SAWN, SEWER MANHOLE 'r4 i i 8" UNDERDRAIN LOCATED ■ I RIM 458.79 �� MFG: 455.74 \oJ PLAYSHED. SEE ARCHITECTURAL PLANS. ..-'BELOW 12" STORM PIPE. ■ TG: .,451.42 FG: 451.¢2 FG' 452.>(31 CONNECT TRENCH DRAIN G: 455.66 44s Os � ] CLNTER - _ p_ `'q- -- _ - _ _ _ / CONNECT ROOF DRAIN TO STORM DRAINAGE LINE WITH A BG 145:1.52 FG: 451.77 BS: 452.67 TO ROOF DRAIN CHANNEL (4" CONC. III .� O ■ TEE CONNECTION. IE = 444.42 S >E., 6 COLIC. E., W. `?� �' FG: 455.65 � � GRAPHIC 9C1i.S -- -- FG: 455.83 CONNECT ROOF DRAIN TO STORM DRAINAGE LINE WITH A S: 5. " I LAJJER 0^7 NORTH SIDE ✓ � FG: 443:17 " 50.83 0 10 20 40 FEET ■ � I \ _ _ FF =4sC. ,o TEE CONNECTION. IE = 444.72 B' DING UNDERGROUND UNDERGROUND _ - =TS: 446.75 - _ s�NrIANC�`ExFq5�;�1�49A4HC E N 0 1A Nc PowER FG 455.81 P UL l� _°-'' FG: 456.28 FG 771 F �r�y� 456 � v� "LT - 4 _ �� _ �� II AS 1' = ZO F&El IS: 446.75 I 4. 44 �'r C2N - (E CO - - S -.. - S -. S� �1ETER _ I SE., V!)- l_ - -- -f - - l -'- FG: 456.32 ��INLET 10 ILADgER ON NO H 51t)E FG: 452.14 _�,. z,-1- FG: 456.16 FG: 456.04 _�=1�I R °j / ■ � /� Nyti �.. \ _ RU POVJE FF 456.4x FF= 45o.24FG: 456.29 F= 456.34 ■ RAINGARDEN, I' �, I FFE- 456.18 FG: 45f3719 FG: 456.20 FF- 45 8.31 FG: 456.32 ■ i ■� I ■ ■ ■ "MMMMM `ice <n ■ � ■ ■ ■ MEMEN ■ ■ I• ■ ■ ■ I• ■ ■ I• ■ ■ IMMEME ■ ■ MEMME ■ ■ M ■ ■ � 9 �F w a 1!® - ® MATCHLINE SHEET C2.2 �. Know whaft neim. Call before you dig. c Checked for Cc nce to City Standards oA X19010 - ,f �S's7ONAL �`^" '�+"R 4'1•'� NOTICE TAC0MA• SEATTLE • SPOKANE •TRI -CITIES umwnui u m 000rert souxowa x RNEBtlV1 ff/1 NO 9LAIE NGL 6 ra �F10°S X0` 040''E Nd 2215 North 30th Street, Suite 300 Tacoma, WA 9840: owar xons x n n<s mrwrs w ua PERMIT SET °Lwro a w � � 253.383.2422 TEL 253.383.2572 FAx wWWaftoom WEB .mmi m nnr worn w wr rrara wosc CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY o31 MARCH 201, CITY OF RENTON PERMIT SUBMITTAL COMMENTS ACB 3 11 14 WJF AS NOTED 1°®"r"' "'010°°' ap >z ADDENDUM NO. 4 ACB 1 28 14 WJF A BRAUN � SITE IMPROVEMENTS ADDENDUM NO. 3 ACB 112y 14 WJF °"""` F. KATONA I `B REN TON RENTON SCHOOL DISTRICT w� ADDENDUM NO. 1 ACB 1 17 14 WJF ucwu 01E N01 '' DATUM �. W. RENST Planning /Building /Public Works Dept. C NO. REVISION BY DATE APPR .rwa.*a GRADING AND STORM DRAINAGE PLAN 9 "'3s S. COMFORT A- NNNNAP z 0 o �z 5 y n a a 3 '< a wn T r W S z O r "z a m