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HomeMy WebLinkAboutS-336501g �I J 9k a o e 5 she ----------------- d I O O _✓3' 3 � _ °f TEE (MJxMJ,dJJ) '�' �%� L/26 T z 3 d 1 1- THRUST BLOCK 3 mm :-1- 56 54 / - -2f1 23410 �-c:_ Po\� ", -'' K W v 5 �, i'T Of K� i �j NTT 13 \ P o $ a IX. DDCY, PN, AND FOG 7 09 v _ ' HYDRANT. INSTALL F a 5' STORZ FITTING h.,q ( W > �► Z Of 0 GO [ M MI � ll I3 o W CONTRACTOR TO INSPECT IX. 6f FIRE SERVICE LINE AND VERIFY THAT O W W W L� ` _ - - . ��f_� 331 f P" (- . ' ,< �Y y ": R IS ADAQUATE FOR USE _D O F- o F - "' -A p D' ® s' � t t o \ x '' EX . FIRE HYDRANT. INSTALL 0 0 Q Q 1 N "� w N, F tail z. VS.s �5' STORZ FRYING 0 Z p a.\ H 1 -1/2 °f DOMESTIC WATER .METER m O Qf (n TO BE INSTALLED BY CITY FORCES uAMr IF rI RE RENTON, WASHINGTON 12 .! e 1 k�,` UNDER SEPARATE PERMIT. r C5. o iO'JaRE FELT 2 a 0L rwl aaDR a tialow,na I '� f, 4 s W Jli +.' Z .0 6.4 26J-� \ s A = 5 " 17� ' • -1P' „ITS '.It L,J (, •- I Ir'1 / - - -- -- - - .'\� 22 \ '�- • JI R_ 76 I `` 1 "�i ?: zA =;ra u; 5•,. NEW GAS R AND SERVICE 3 ;). �l •• `� .�,;_ `° I�. :27.00 PER PUG SOUND ENERGY 1 0 RIM =26.85 j ` I s I e a SD h f' V IE =23.25 27.00 z` 0 6- DOR DUNS (TYP) �) -_/ CONNECT TO SSCOj1 : b <o \ RIM =;u:oP ARCHffECTIJRAL �� II I[ -21.89 N. PLANS. LOT 2 \ .. �\ yam. o 1 - -- - - - - -- - - -- - s RIM =26 �2- 5 IE= 22.38wMEFLI a E AQJU NT N0. 1 - <� \ I�J I oo ACCORDING sN 1. 81102 7 4 �R VENT PIPE qI- d Q o ° a * e c • o �Il I r . I / ` ?. \-N \ R IM =26.80 PPP �,- -3Ga . 9 OIL/WATER SE-P ARA ' I _ - -36.. 6 RIM =MATCH GRADES I3o ' RI 215 60 F E . IE(I 1 IOUn -.71 f - -- E( C5 1 e - - __.. F _.< 9.�3 \ _ - .0 SS 3 \ 1 e ... _. _ - - .. -.. IE =21.OY I a 127.00 RIM =27.00 _- .. -.._ -.. -. IE 19.55 P -p P P LA- 29 I6 < t SSCO %1 59LF -6' %2s s D DfL3 -q AH WA fin. Dry _27� ) 02. % 51 \�\ I jIll SO 62LF- fPVG T, -. 01 I' H STREET E_! 02. IR I I N TON 01 a R[ IeT SW 21 1z I I M_ I • { I I a' RIIME S= =St �9fLQj..F- 1 8 0 6 'fPVC 1 11 r.b 3 5 0- i' ` n MIN �� 2. , - - - S - 6'1N'VC RIM18 370_ - - SSC k aDx w a 3 3 , RIM =27.80 C5.1 a , 02 00% MIN. IE =16.83 d a I �a z$ 5 so t i- 6 m INSTALL 1 -1/2' DDCV I 2e ASSEMBLY ON EXISTING { Win. I 17LF- 6' % 0�0 A1 1 /2' DOSERVICE 02.00% MIN. O 0 MIN. s TP SO a ^ !x. SSMH -. j ,. I 7, g � ° , ro�I � .Ia y 7:e • �`�P ry' - - - - -- - - - _ - - - h I a A c, 3 93 vi :S [A ..: _ F � � Sh=&. ? -•-'-R 1- .--_ -- �"`c�8 c- g�- "` =-��' - - F'-�- -_,_ ._._P�f- , 5 O [` - �r,'AO N' .•..r 'H:; '2`� 4,7 nlFb _'_ "�.,.*7'_' = =m= U) - T D _o D D - CONNECT TO IX. STUB 5!. OO -E SSMH 3 Of -D- _D_ __ -_ ( - ° D-- SEE- 410iE -1 -D D D p D RIM= 25,D{,3 1 r 7r (SOUTH 14 r�u STREET) � D -_p - -p D_ -D.�D D D- 0 p -D - D--D ._ D - - -D D -�- -- [ -A - �,n-�- ,A.. s\ ` - �� .: T - - -N 89' 10' 119N (BASIS OF B�INO` 2397.68'-- - .. 3 §.:v�. - -'I -- w -- ._- 'N----- w--- w - -w - -w - '9" STORZ FITTING I ,C1 __- -'-! W; W-- W -W -W -- W- ,W--- W- N,�WLW -W CJ 11 T M-._a „6 {�� ROLE 206. ' :41,I dhl'G�1111�It'i�( '.I 'Ift ills 8m. 1. CONTRACTOR TO DETERMINE INVERT ELEVATION OF EXISTING SEWER STUB. DO NOT CONNECT TO EXISTING STUB AT AN INVERT ELEVATION HIGHER THAN 16.31. 2. ALL WORK SWILL BE AS REQUIRED BY THE CITY OF RENTON 3. ALL FIRE SPRINKLER SYSTEM PIPING IS TO BE BIDDER DESIGNED AND ALL STIES OF FIRE SPRINKLER PIPING do APPURTENANCES SHOWN ON THESE PLANS IS PRELIMINARY AND SHALL BE VERIFIED BY THE SPRINKLER DESIGNER do APPROVED BY THE LOCAL AUTHORITY PRIOR TO INSTALLATION. 4. ALL FIRE SPRINKLER SYSTEM PIPING SHALL BE INSTALLED BY A PERSON HOLDING A LEVEL "U' OR A LEVEL °3' CERTIFICATE OF COMPETENCY. 5. CONTRACTOR TO FILL OIL/WATER SEPARATOR WITH WATER PRIOR TO CLOSING COVER. EX. FIRE HYDRANT. INSTALL \ n 5' STORZ FRYING 3 - \\ to sw P P-� --- P _ - - .0 SANITARY SEWER AND WATER KLAN LEGEND EXISTING PROPOSED SURVEY BY: CLEARING LIMITS - - - 338 CONTOUR - - -338--- -25.0 SPOT ELEVATION "­338.00 - - -o D - -- STORM PIPE -SO ❑ CATCH BASIN ■ STORM CLEAN OUT (CO) • ® STORM MANHOLE - -s s SEWER PIPE SS- ® SEWER MANHOLE SEWER CLEAN OUT (CO) o -W WATER PIPE -W o FIRE HYDRANT FIRE DEPARTMENT CONNECTION } POST INDICATOR VALVE ID ' .° B GATE VALVE Z ❑W WATER VAULT ED WATER METER - T BURIED TELEPHONE LINE ❑* BURIED TELEPHONE RISER -p -p- BURIED POWER LINE P -r UNDERGROUND POWER AND NAVD '88 - VERTICAL DATUM TELECOMMUNICATION UNES 4 UTILITY POLE WITH GUY -G NATURAL GAS LINE -G NATURAL GAS METER f7 SIGN LIGHT ASPHALT PAVEMENT BENCKMAM USED FOR THE VERTICAL. ELEVATIONS 5 DESCRIBED AS: CONCRETE SIDEWALKS - < ASPHALT THICKENED EDGE CONCRETE EXTRUDED, FOUND 3• BRASS DISC WITH PUNCH IN CONCRETE SIDEWALK VERTICAL, OR MOUNTABLE CURB AS NOTED STAMPED •KING COUNTY SURVEY MONBENCHMARKUUMENT OM FRONT IN 1973. LOCATED ON THE NORTH SIDE OF THE OF BUILDING NO. 604 RMflER AVENUE CHAIN LINK FENCE - - °- WOOD FENCE -x -x- POST AND WIRE FENCE BOLLARD • 1,1'(A . FOUND CONTROL MONUMENT AS NOTED o FOUND CORNER MARKER AS NOTED - - - - PROPERTY LINE - - - - DEMOLITION AREAS - - - - - - EASEMENT LINE ❑ AREA LIGHT ® RAILROAD SWITCH ® POWER BOX d POWER METER W�I POWER TRANSFORMER 0 30 6 POWER VAULT ® SIGNAL CONTROL BOX } - -■ STREET UGHT O SIGNAL VAULT CJ CLIMATE CONTROL UNIT ® TELECOMMUNICATION JUNCTION BOX 0 TELECOMMUNICATIONS VAULT - TRAFFIC SIGNAL POLE Ll LIGHT VAULT ® IRON GATE POST WITH SWING ARM 101 OIL TANK ® COMPRESSOR UNIT 0 UNKNOWN VAULT - \\ to sw P P-� --- P _ - - .0 SANITARY SEWER AND WATER KLAN - o - - J'Wl 4 III MILER HIA WA..F _ - -� -- - SURVEY BY: ,k u HEBRANK, STEADMAN & ASSOCIATES, INC., P.S. PROFESSIONAL LAND SURVEYORS ' .° B BASIS OF BEARINGS: x 1 c I'rI InIMH4f r R RECORD OF SURVEY F R {� =' RECORDING NO. 9711149001 s N NAVD '88 - VERTICAL DATUM CITY OF RENTON BENCHMARK 3 B BENCKMAM USED FOR THE VERTICAL. ELEVATIONS 5 DESCRIBED AS: - < < \, FOUND 3• BRASS DISC WITH PUNCH IN CONCRETE SIDEWALK STAMPED •KING COUNTY SURVEY MONBENCHMARKUUMENT OM FRONT IN 1973. LOCATED ON THE NORTH SIDE OF THE OF BUILDING NO. 604 RMflER AVENUE -I P �` 7* ` 1 SOUTH IN RENTON. WASHINGTON. ELEVATION-27.855 FEET (NAVD '88 -VERTM DATUM) PER STATE OF WASHNGTON SURVEY CONTROL DATABASE POINT IO NO. 6168 AND POINT 1,1'(A . TEMPORARY BENCHMARK INFORMATION d� T T.B.M. •A• S D IA r ,tiry d SET PUNCHED ' -D-� " " S S 89'4139•E r�.,.;,'0y' T T.B.M. Ti• �\a' W W�I Vv - - 0 30 6 60 SCALE: 1" = 3 30' -0"