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HomeMy WebLinkAboutR-398734-' - - - - - - 7- - - = - C0P#1 2/23/2018 \ 1�Z 00 CALC\1 N89°05'22"W " - - - - - 551 +02.39 00 ( 7 1 "IRON PIPE IS - 0 DHA 2596-77 3-10" DES, \\ \\ 2 C'`7 REBAR/ CONTROL CAP I� N, N, 226(<�<E OF PROP LINE END OF FENCE IS 224.04 LT I N 192409.364' \ 3-4°'DG 0 I \ N-----GRASS E 1 �! 0.6'E OF PROP LINE E 1302594.966 8" DEC \ ° � - - - - - _ 5 - - QEL 220.73'-22 _ ��� \��\ - ----22 X STEEL FENCE POST - - - - -' �, � \ � � _ _ _ _ 2.0'E OF PROP LINE 6 �`� 12"�pEc - - - - .2 _ PROPOSED RESERVOIR LIMITS (NOT LEGEND - - � E � � • \ � � _ \ � � PART OF THIS CONTRACT) nl � 1 " DEc - \ - - _ - - PROPERTY LINE 0 PARCEL #334210-3215 26" DEC _ \\ . 0 � - _ � ` _ _ _ _ _ \ SD# 6 AREA DRAIN � � EX CONTOUR (INDEX) I �22 \ AREA 3: 2�2\ \ J W/DOMED GRATE 763 20 0 10 20 40 , -23�' - N RIM -2tfi4� EX CONTOUR r - - - _ - - �� I X E IE �2 -(8" W) OUT 210. 41 230 � I - _ R�P - - - - `R \ I WORK IN AREA 2 (SHARED) PERMITTED UNDER - - - - PROPOSED CONTOUR (INDEX) r E� I \ rg�n Z E E , / \ FF !M 0 I THESE DOCUMENTS BUT INDICATED "BY OTHERS" Scale 1n=20' 231 PROPOSED CONTOUR 0 , ` 9� \ \ SHALL BE BY RESERVOIR CONTRACTOR. SEE Of 2-12" DECK _ / SHEET C1.02 PHASE 2 SITE DEMO AND TESC FF 78.0 FINISHED FLOOR ELEVATION - - - - - - _ _ TO SEE TEMPORARY CONDITION TO BE J / - 78� \ \ INSTALLED BY CONTRACTOR. E � ",flEc \ \ PROPOSED BUILDING PROPOSED / a W I 12" DEC 30" DEc \ PROPERTY PARCEL #334210-3240 I CONCRETE PAVEMENT \ \ SEPARATION LINE 217- - - - \ \.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 5 '. .' HEAVY DUTY CONCRETE \ FDCO (TYP) a) LL 4045- LF 8" SD 8" DECK _ _ \ c ASPHALT (AC) PAVEMENT N 0. 68q 1- �- , SD# 12 TRENCH DRAIN A Cl RIM 211.76 7 i, ;, , ;, , ;, , ;, , ;, PERVIOUS PAVEMENT I� -21 \ \ \\ 57 LF © 0.75% SURFACING PER PLAN 21------------'"�� N BOTTOM OF TRENCH=211.31 c`02 0 N ;- l;- 1/ ;- l; ;- ,- - - IF HARD/PAVED SURFACE GRAVEL PATH Q / ->' / / / l '� / / \ IE OF BEND AERT PIPE=210. 36 \� GRADE TO DRAIN Q %;`\%; 1/ /`I% `r �!;`\ ;`\%;` -; 1-/ 1-/ `\%;`I- ,`1 / 1%;` X WORK SEPARATION -- \// /_� -�'i�- /��/_ /_�//��//�� /� /�t�/� /_� \ N SITE WALL it it it it it i it Ii/i_ it it it it it i 11 LINE /_�/�� /� /_�//�\/ /�\/ /� /_�/ P IE 211.68 � VERTICAL CURB r BIORETENTION FACILITY #1 i 1 , - -�(,1 - , - �,-- � ',- 1/,-�1/, �1i-�1/ ,�1%�%•� i � %i��1% `1� 1/ /`�1 /`� \ 304 W/ INFILTRATION TRENCH / _ /-�/ �/. »�����/ \ �r i1 -�14LF 6 SD i1 i1 i1 i- i1 - i1 i1 i1 i1 - \ \ 55 LF WALL DRAIN BOTTOM AREA 301 SF PROVIDED I ; `,% -` `1 / -` ' / ' -`1 %-`1 ' -`1 % `1 %; `1 %-` DCO I F CURB AND GUTTER J I __'�'i:C�?-fr.�1.59 �/��/_� _�/�� _�/_�/ �i�h-���/_ _ \, - SEE DETAIL THIS SHEET BTM EL 210.00 / it it G it it i it it it it it it OF PNh _,r LINL • - 1;- 1;;- 1; 1; / / - 1 / / ;- 1;- 1;- 1;- 1;- / - 1 I DRAINAGE SWALE DHA 2596-76 /� '/�\/����/��'�/ ���\/'�/1�/ ° °D D. SD# 11 OVERFLOW DRAIN � E B A R / CONTROL CAP ` ;- / -` ;-`� � -`� , -`, , � � 1 \ SD# 3 AII�IJN S TR U C TU R F - I I Imo- I - I,-�n1 � �� /- �- Imo- Imo- Imo- Imo- Imo- I�- / / / / / / / / / / / / / / /- /-�/ IE g} }{ / /, /' � /- /- /-�/-�/ /-�/ I p^ GRAVEL DISPERSION TRENCH � � n �n , I � it it ' it it � it � it � it � it � it � i W/ PEDE�TI�IALNOQI�A1fLD ° RIM �210.90 N 192252.456 - / = 210.29 . - 210.36 ;/ \;-\;-\;-\;-\;-\;- - /_�/_�- /�� / / / /_�/_�/_�/_�/_�/_�/_� IM-z13-98213.18 BIORETENTION POND IE-(8" S) OUT it it i rF1 it it it it it it it it it it it 1�g �� / » r;n3 207.35 E 1302633.016 ; `,;; `1;-` ` - -` -` -` -` / -` -` -` / ` / IE �,�- 4 S) OUT `i D ;� 211.33 ° ID QUARRY SPALL DISCHARGE PAD HEIGHT VARIES � 2 P A 3 �'0:::4 ........... :.:.:.:: \ FDCO (TYP) E SEE PLAN a0�0 oa0 0 oa0�0 209.61 �`= - - - / D OOP �OO� BOO 0 j WASHED ROCK O AREA/YARD DRAIN ............. ..... ........ 8 LF 6" SD 2.0% _ °� :....... ..:.:.:.:.:.:.:.: '•'•'•'•'•'•'• ° SDCO TRENCH/CHANNEL DRAIN 0 CONNECT TO DS 2.::::::::::::::::::::::::::::::::::::: :: ::: RIM 212.95 C3.03 O O I ::..................::::.::::.I:::::.:.:.:.:::::: 13 LF 8" SD �� Q :: I I IE 210.70 (6") ° ° D` O O WIN O O 6» PERFORATED CATCH BASIN TYPE 1 RIM 215.28 �000��000��0 O PVC UNLESS O CATCH BASIN TYPE 2 O 1 I E N E 209.28 2 D O O 00 000 OTHERWISE NOTED 0 1� SD# 1 CB TYPE 1 I I I IE�210. 14 1 O \ 0 0 o STORM DRAINAGE PIPE C3.01 W/SOLID COVER �,_ I OUTLET TO DISCHARGE PAD (TYP.) c`.o3 \ i E S 209.18 �.,���� D �� Oa �OOa N RIM 21v�210.74 10 LF 6"' SD 9 2.0% 1 I CHANNFI-FD BOTTOM O� 00_000 r 206.84 IE-z2-6fr8� (8" N) IN N `� CONNECT DS I I 4 LF 6" SD © 2.0% p O FOOTING/SUBSURFACE DRAIN 206.74 IE -�1 (8" S) OUT I _ 209.96 AREA 1: 1 D CONNECT TO DS (TYP OF 3) D D D DETENTION SYSTEM I 21 FDCO / CONNECT FD\� ° 2 - - - I o 43 LF 6" SD ©2.0% \ FIRE&ATION #16 FOOTING DRAIN (TYP)��S ° _ D D °D D SDCO 0 STORM DRAIN CLEANOUT _ I i� u. + t yr rr<UlE °.. ° D D 37 LF SIDp D "° D°. FDCO o FOOTING DRAIN CLEANOUT » SDCO © + 7.0.72% a 4 LF 6" SD @ 0.5% OFF 212.0 1 1 64 LF 6" SD o c-0 RIM 209.46 CONNECT TO BLDG RL » II @ 2.0% COORD W/MECH FOR 21 LF 6 SD @ 2.0% CONNECT TO I PARCEL 334210-3237 DS* DOWNSPOUTS 42 LF 8" SD EXACT INVERT AND BLDG RL I FOOTING AND WALL SIDE SEWER PIPE 00.72q I \ LOCATION COORD W/MECH FOR EXACT INVERT I INTERCEPTOR TRENCH NOTES: BY OTHERS P AR C I 15 LF 6" SD \ AND (LOCATION I I I 79 LF 4 PERF © c�o3 1. WALL DRAIN DETAIL APPLIES TO ALL SEWER CLEANOUT D#�STiI�ILTER L I I D I 0 9% SITE WALLS AND VAULT WALLS. MH3487 (48"DIA) � RIM 208.93 CONNECT DS \\ 1 I SD# 5 AREA DRAIN NTS SIDE SEWER CONNECTION RIM 207.43 6.68 IE 6 W IN IE W 200.18 20. 1E-206,�I » �Q 22.5° BEND a \ I W/ PEDESTRIAN GRATE 6 TYPICAL WALL DRAIN BOLLARD IE W 204.20 Lo ......... . RIM-L 1,��211.97 7 S H DRAIN C A ,� : _r ..... ..... o° 210. 121E 2 1ZTOT� 4" N I N 0) C IE S 204.20 C S CO 1 I ( ) FIRE HYDRANT C3.o I " " " "" "' "' 209.071E 209.4 'B NW) IN I \ : ' ca':�'....:::............ I DRAIN BY �1�IE S BOT 4.15 I a 27 LF 8" SD .:1. :. .,`..:: :: \ ,II 207.921E R%$Wjj1 �PJ(C UT WATER FITTINGS Z \ @ 9.7% 1.9% \ 63 LF 8 SD IE NE 210.49 DRAWINGS HAVE BEEN REVISED PER CONTRACTO S CONSTRUCTION RECORDS B TT E 208.23 45° BEND '.'.•\. ........ .\".'.'• I ©2-3 I. IE W n THIS RECORD DRAWING HAS BEEN PREPARED B SED UPON INFORMATION WATER SERVICE LINES f�M2 d�. - 1 SD# 9 CB TYPE 1 - SD# 8 30 CB Q IE4,qv-,R. ::................ FURNISHED BY THE CONTRACTOR. WHILE THIS I FORMATION IS BELIEVED 4� �3.oi RIM `'R 0 207.89 - - - W/SOLID COVER � WATER METER It 7645 204.54 IE 2E)43S (8" E) IN 1 » I FUTURE BOT RIM�1�99 210.15 TO BE RELIABLE, LPD ENGINEERING, PLLC CANN T BE ASSURED OF ITS Q 13 LF 8 SD » ACCURACY AND THUS CANNOT BE RESPONSIBLE FOR THE ACCURACY OF 204.54 IE `'n��-;5- (12" S) OUT �L I c9 • • I RIGHT-OF-WA�06.901E �-96--��(6 N) IN � � WATER SERVICE LINES BOT 202.30 �' O%3.59 - I THIS RECORD DRAWING OR FOR ANY ERROR OR OMISSIONS WHICH MAY IE 204. 59 (8 N 1� 1 \ I� \ 2 7 ° I'.'.'.'..'..... I II SETBACK 206.851E � 88- (8 NE) IN Q - - - _ _ �1 O 207.751E ''n�- (8" S) IN HAVE BEEN INCORPORATED INTO IT AS A RESUL .THOSE RELYING ON FIRE SERVICE LINE ASPHALT z 25 LF 12" SD _ """ A�PH 07 11 THIS RECORD DOCUMENT ARE ADVISED TO OBTAN INDEPENDENT FIELD DRIVE © 0.72q a 1 n :.: �_ :: _ ::: _ a �� 7A� 151ET (24 W) OUT �Q VERIFICATION OF ITS ACCURACY BEFORE USING T FOR ANY PURPOSE. O _ p ° o FIRE SERVICE VAULT � IE 211.06214.92`� CONNECT TO EX CB - a _ _ • • • 2« / CTION BOT 204.36 IE1§ (12" N) IN ° T „- T - - T - - - T - IRT 548+08.08 FIRE SERVICE CONNE W °�.., ?73 a 263°.. 1` ADS PE \'.(2) 45° ..... -�--20 - - - VERIFY IE AND LOCATION _ _ BEND :':1. N 1 RE\T LIB 219.12 212.34 LT 'o --I 12"CONC I PRIOR TO CONSTRUCTION - 1 - 0.75 0 - - 3' - _ _ _ T 1219 -([� SD OF ANY PORTION OF SID IO / SD# 7 301 CB 8 OTTOM OF TRENC 8 AND/OR PLUMBING SYSTEM /41 LF 8 SD e,' W/SOLID COVER ���° o �. �� ��IE OF BEND VE-RT, l = 8.77 I �/ T2"/C0NC916 0.6% , RIM �-210.07 ti SD# 10 CB STORMFILTER I / o �1n nn SSA---+� __SS_ i IE 204.51 N - SS -- SS �=- S - �96-�-IE 29 .14 (8 N) IN /� RIM 2'0:�--210.45 o 05.07 IIE E �nn5o (84 WE) IN - - S 0$ - SS - S 209�5 IE -(6„ E) IN > ��LC�>'� / 16+00Ti \ \ 6.1 ( ) IE-2�$48 N) OUT R-398734 \ SD# 4 `FLOW CONTROL STRUCTURE . 3AWZW I E - �n� (12 S) OUT \ \ \\ 208.20 V,1 / 8. 83 /� C A LC) I \\ VI�V Z - - - W - - W- - - W \ W- - 2 p5OR�M 2`1S29 1W \_ _ 12„ _\ �\TwORWrIECH CHAMBER SYSTEM \1\ 3 ] 1 \ T(V CASE 217.38 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 \ �n� , �o�lU3�o SD W-� \ w2"ADS �- - I J - - W - vQ ER-DIMEN 604N :-4Q.5'412.1'Wx3.5'� ��' - \ T0� NUT 215.09 206.14 IE �,4- 12 IN \ 0524 IE 12" )III' D-�--- \ \ -- --- Q D-� - - SD- - - 12 CO 131142 C NC `�313 \ PPAJG �2 CMP \ \\ w- -�\ 13 CMP a -_ ICONCRETF I/ALK�_8 W NO lS E -- -_-- - -- - - - - -__ T-- �� 850 a a _ --SD a� a °_ E- a 80-i. 1 -=oE -- E--- E _- --- ---- - -- - _=--�-�E- a213 6 % �•' _ CONCf ETE VI�ALK .47 w�� W DPP/UG ASPHALT ASPHALT RASS PP/IJG ASPHALTE © 2 \ PVT W, DRIVE � T^^DRIVE �/V B ((SOLID LID) DRIVE� oI icy B I ASPHALT CB \\ o w� LL J. p ov WAS�I �� SURVEYED: SCALE: DATE: Call 3 Working Da s 7 t �j VERTICAL: AD 1 83/1 FIRE STATION 15 4/30/2019 1932 First Ave 4' \ �C.� ( , HORIZONTAL: NAD 1983/1991 ui201 98101 a � �� DESIGNED: 1 -20 3 CITY OF 1404 N 30TH STREET FIELDBOOK: Before You DI Lip Seattle, RENTON PAGE: p. 206.725.1211 •�? DRAWN: WA 98056 � 0$� �� �F30766 T{� � SMN ONE INCH � DRAWING N0: f• 206.973.5344 �� oaw CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. C3°00 IDNAL F'l� IF NOT ONE INCH engineering pIIc www•Ipdengineering.com y-800-424-5555 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY DRAINAGE SHEET: 7 oF:18