Loading...
HomeMy WebLinkAboutzS-3014SetF— SSMH #1 p I LOT 3 AS DELINEATED ON CITY OF RENTON SHORT CITY OF RENTON DATUM PUT NO. 014 -81, RECORDED UNDER KING COUNTY RECORDING NO. 8105209001 BONG A PORTION o 'u CITY OF RENTON CONTROL POINTS I a 3 Wo o c 0e2uM I O I I KING COUNTY METRO MH #R18 -16 VERTICAL DATUM (FROM AS— BUILTS) NAVD 1988. PER CITY OF RENTON SURVEY CONTROL NETWORK CL Lu ggg DESC: FOUND A CONCRETE MONUMENT IN A CL LL_ W' III 0 z � N aQ U� �z F- V)w oQf I NN i Q , I �l I I- z Q I LI- I I I I I w I j I I w , Wl � I I I I H I I i I I I I I I I I I II I DMH I Ir I C8#5 n I I :I I I I I I !I I I Qo a � �o ° 3I �I I I I I I I I I i #SERI \ I A I I I1 1 GOLD STREAM CASINO C.Pf`TlfW _14n Tf X&WQHIP 0-'l td � W CITY iOF RENTON, -KING COUNTY, WASHMTON EXISTING SHUR -GUARD MINI — STORAGE \ Y '\ �\ - 1 ,N �p}t• , "kb}'�,rF< �t 4�..r.ks, q ''.�r< �' R F ?rya s a.>L:.ii Ih I _ice I N -r ' i L f i 4 � 1 Y t tl 1 I 'f C E :� � � "' ff*s I � � «P 1 e� r . f t I I r I ' Rr: u I I \ I ff Fp �,.. `, -.. \ III I -.; P .,,p I:E I T li,� " F I J � I rp C "*4E, t � §~'•�7Ea e'7a fb� :�` Ig '�tk'� �t V `:' S .v .i ��.a � N I ; I� - II �� °I' H(�c �''i' t J fill '. I I I ! III ,P" � I.- :., .� . n.. �@k�uFrta.skL...�lf.,.l2.... -I: tv, ,r♦ .. _. I k_ f.fk .I 4Ey k I I;:, II ::.: ...,.I:r � ,.r +.rl r.:.l r E.,, I .. to r. -.I F g.e� > -Ik k :�,r :r. I ^• ., II II. . ,�� �k v l Ir, -Y ,ll C i k «,.�r�xrm BENCHMARK SSMH #1 3 I LOT 3 AS DELINEATED ON CITY OF RENTON SHORT CITY OF RENTON DATUM PUT NO. 014 -81, RECORDED UNDER KING COUNTY RECORDING NO. 8105209001 BONG A PORTION RIM= 21.00± OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH CITY OF RENTON CONTROL POINTS REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON IE= LOWER14.47± (W 8" EX. STUB) BASIS OF BEARINGS BETVE_,: '!4E FOUND MONUMENTS LOCATED ON THE o Aj DODDS: BOA 0e2uM OF BEARINGS) AS SHOWN KING COUNTY METRO MH #R18 -16 VERTICAL DATUM (FROM AS— BUILTS) NAVD 1988. PER CITY OF RENTON SURVEY CONTROL NETWORK SITE BENCHMARK ggg DESC: FOUND A CONCRETE MONUMENT IN A 5.2' EAST OF EXISTING CATCH BASIN ELEV -22.71 ii MONUMENT CASE AT THE INTERSECTION OF SUNSET BLVD. S.E. AND DUVALL. AVENUE =� IE =8.18 (S 12" EX.) 1 INSTALL OUTSIDE DROP PER C3.1 O2 MON: CONCRETE MON IN CASE i N 12172.26 E 10198.00 COORDINATES: 93 -1983 M. NORTHING: 57084.7898 ° EASTNG: 40322.538 >< ELEVATION: 1988 M: 124.779 m Q DODDS: Elm DESC: FOUND A 2 —INCH FIAT DISC WITH NO PUNCH MARK ON A 4'x4' CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E. 20TH PLACE AND DUVALL AVENUE N.E. THIS MARK IS AN ALTERNATE TO THE CENTER OF 3 -23 -5E MON: 2- BRASS DISC W /NO PUNCH ON CONIC MON, IN CASE, DN.0.4' COORDINATES: 94 -1983 M. NORTHING: 57513.0773 FASTING: 400359.4485 Z 0 ELEVATION: 1988 M: 129.971 w 8 oz '= wwp. )% -jp®OoL BENCHMARK SSMH #1 LEGAL DESCRIPTION (FROM SURVEY) LOT 3 AS DELINEATED ON CITY OF RENTON SHORT CITY OF RENTON DATUM PUT NO. 014 -81, RECORDED UNDER KING COUNTY RECORDING NO. 8105209001 BONG A PORTION RIM= 21.00± OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH IE= UPPER18.00± REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON IE= LOWER14.47± (W 8" EX. STUB) BASIS OF BEARINGS BETVE_,: '!4E FOUND MONUMENTS LOCATED ON THE IE= 13.35± (S 12" EX.) 1 CENIERUNE OF THE EAST VALLEY HIGHWAY ON A BEARING OF S 051'19' E (PER SHORT PLAT BASIS 0e2uM OF BEARINGS) AS SHOWN KING COUNTY METRO MH #R18 -16 VERTICAL DATUM (FROM AS— BUILTS) NAVD 1988. PER CITY OF RENTON SURVEY CONTROL NETWORK SITE BENCHMARK PK NAIL IN SEAM OF CONCRETE SIDEWALK: 5.2' EAST OF EXISTING CATCH BASIN ELEV -22.71 UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AHBL, INC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GENERAL NOTES 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. 2. SEE BEDDING AND 1 BACKFILL DETAIL C21 SEE DETAIL C4 _ FOR BEDDING AND BACKFILL PIPE IN TRENCHES FOR FLEXIBLE PAVEMENT RESTORATION. 3. SEE CIVIL SHEET C3.1 FOR NOTES AND DETAILS. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN. 5. SEE DETAIL C61 FOR SEWER CLEAN OUTS. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 O1 SSMH #1 (FROM SURVEY) CITY OF RENTON DATUM RIM= 21.00± IE= UPPER18.00± IE= LOWER14.47± (W 8" EX. STUB) IE= 13.35± (S 12" EX.) 1 INSTALL OUTSIDE DROP PER C3.1 KING COUNTY METRO MH #R18 -16 (FROM AS— BUILTS) KING CO. METRO DATUM RIM = 15.83± IE UPPER = 12.83± IE LOWER =9.92 (W 8" EX. STUB) IE =8.18 (S 12" EX.) 1 INSTALL OUTSIDE DROP PER C3.1 O2 SSCO #2 N 12172.26 E 10198.00 IE =21.00 (E,W) REIMAENDED CHECKED FOR COMPLIANCE / TO CITY STANDARDS DATE DATE DATE ( EXPIRES 0121103 REUSE OF DOCUMENTS 19J1 �1Xn � Mlpf.l,rvNO.11E T¢ME worxr.urr� aml xn r� ¢.s,io oE.aas n�cm,lm wo-x, u.µ 4R.�E, n ME i vua.uo alar n CITY OF 'ARTMENT OF z Q OO O >� Co ��I w�z0) as axd >3: J0� H aJ IIll > z mow W I-- p� Q OZ w J z 0 0 I- 0 J LLI J H H w J_ LL IJ Z z Q Q c.> z Q W 3 w � J r 0 Q Q Q � �z� F Z� C) J o r- �a }n 0�4LLI FCO> LLI a W i� 0 L .6 RENTON PUBLIC WORKS i PROFILE C&O 0 O N O N O Z m O 7 ' J In I= Q C H a I� H � x� � � orn �U ~ WagW£ a - i:� f/'1 I �I SANITARY SEWER NOTES 8c SPECIFICATIONS O J � — � �� W � �O � Q vt w � � o� z w J Q � � � , a Q$ 3y D 3 � o I � 3 a a x � 0 w � � X O !'. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE `TOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR{TING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 2.4 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTuR IS SOLELY RESPONSIBLE FOR THE MEANS, ,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET .USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVEC BY THE CIN OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CIN OF RENTON WITH AN AS –BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER. ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILIN TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AVER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT F(? THE PREVENTION OF ON –SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRr:.NT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF'REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHAT L BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TU MATCH PAVING M,..p -:� -Te :�. GOLD STREAM CASINO _�C77C]Bl3d� T(1WA1�1 -TIP ;_`� I��^+ "^L� � 1A(AA- CITY OF RENTON, KING COUNTY, WASHINGTON FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER 6' 'MIN. ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4' -0" D.I.P. TEE CL 50 �(MJxMJxMJ� JN IE= 18.001 CO. IE= 12.831 x a – D.I.P. CL 50 0 I 0 _ MIN. POSS. `� LENGTH EXISTING STIiB CEMENT CONCRETE 1 - ° ` CLASS 'C' BLOCK �II POURED IN PLACE I I ._ _ I I D.LP. 90' BEND _ � • MATCH CROWN OF CL 50 (MJxMJ) ° EXISTING METRO PIPE RENTON IE= 14.47f KING CO. IE =9.92f Ijj J fA Z J W Q U � �' Q Q � � � � Z � � DU o SIDE IRON DROP CONNECTION Bo71 J (/7 ' Q � E RECOMMENDED CALL 48 HOURS � BEFORE YOU DIG Y 1 -800- 424 -5555 D� �� © � �' � IT ,. v.. Ir.. a :F, 1� �� � 1 ii � + Paz z Q �O O � pQF,� w syr'`9�'' �y�PF r� ��° � � NOTE: � Z PLAIN END OF FITTING MAY BE J � � Q USED FOR PENETRATIONS OF Q Q Q X MANHOLE WALLS. > � J O'� 1 �Z EXPIRES $/�T/03 � Z VI , - -, �^ � D]�W w� REUSE OF DODIMEN75 � U' o��a �" J caw 1pW Z � � � co O MATCH CROWN OF Z EXISTING METRO PIPE Q O N U O J EXISTING MH SHALL BE DCORE DRILLED FOR KOR –N –SEAL BOOT (DIST. P.I.P.E INC. TACOMA, WA) CEMENT CONCRETE 1 - ° ` CLASS 'C' BLOCK �II POURED IN PLACE I I ._ _ I I D.LP. 90' BEND _ � • MATCH CROWN OF CL 50 (MJxMJ) ° EXISTING METRO PIPE RENTON IE= 14.47f KING CO. IE =9.92f Ijj J fA Z J W Q U � �' Q Q � � � � Z � � DU o SIDE IRON DROP CONNECTION Bo71 J (/7 ' Q � E RECOMMENDED CALL 48 HOURS � BEFORE YOU DIG Y 1 -800- 424 -5555 D� �� © � �' � IT ,. v.. Ir.. a :F, 1� �� � 1 ii � + CHECKED FOR COMPLIANCE CITY OF RE1vTOPd N TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS DATE DATE SANITARY SEWER NOTES &DETAILS'.. C3.1' z' DATE m NJF 6 -28 -02 DESIGNED: WJF DATE 04 -02 -2002 FILE NAME: 202040 -c31 O NJF 7 -30 -02 DRAWN: JEA CHECKED: DSG SCALE:, NTS � 8�- PAGE,_^ m BV APPR. DATE 'APPROVED: __ SHEET: � OF: 14'. _ '. FI LERARE R. \C \2002 \202040 \202040- C31.DYG UPOATED� JUN ?5 .2002 l6�',11�52 Q �-� ) `,'- .� 9'«0? SCANNED $EP _ S 1$ ����,�.,, ,. 8- ,� r: mow, �z� FZrn pQF,� w syr'`9�'' �y�PF U -� O � d r ��w ^ ' F� >d OFF RECtST6R� ll{t. SSIONAL E��..,'/�/O2 W � ,o.°., 1 EXPIRES $/�T/03 � Z VI , - -, �^ � REUSE OF DODIMEN75 � U' �" �v.��.,� ��'� caw o: Y���� � �Y� Np OE9p6 "N6WA1fD 1F1®l AS NI O "w�sME ua uasror�m a:�x� T O N CHECKED FOR COMPLIANCE CITY OF RE1vTOPd N TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS DATE DATE SANITARY SEWER NOTES &DETAILS'.. C3.1' z' DATE m NJF 6 -28 -02 DESIGNED: WJF DATE 04 -02 -2002 FILE NAME: 202040 -c31 O NJF 7 -30 -02 DRAWN: JEA CHECKED: DSG SCALE:, NTS � 8�- PAGE,_^ m BV APPR. DATE 'APPROVED: __ SHEET: � OF: 14'. _ '. FI LERARE R. \C \2002 \202040 \202040- C31.DYG UPOATED� JUN ?5 .2002 l6�',11�52 Q �-� ) `,'- .� 9'«0? SCANNED $EP _ S 1$ ����,�.,, ,. 8- ,� r: N I- F- F- s �U I Wo Ef). I I Ld 0- J d LL- r O Z (-,I V) Z Q Q U� Z W p $ V) w w « oOf LLJ O 0 � ry Q H Z Q U) I- w Qz r SSMH #1 w — p cn c I PANTHER CREEK I (FROM SURVEY) S a I CITY O F RENTON DATUM R M- 21,.00± FF p i I ! IE =UPPER18.00± Z 0 OEM r k gg R R ! - - -_ - IE =LOWER14.47± (W 8" EX. STUB) fn _ v AS —GUILTS — IE =13.35± (S 12 EX.) 1 Q 1 - - — - - - ; INSTALL OUTSIDE DROP PER C3.1 K > o <=o _ =o -- -- 3: � I KING COUNTY METR O O MH #R18 -16 0 „ __ - - >589'02'38 "E 371.45' ( FROM AS- BUILTS ) o U KING CO. METRO DATUM , w 1 I EL'IS INN MOTEL IE UPF ER 12.83± X8O ,EXISTING MEND 1 IE LOWER =9.92 (W 8° EX. STUB) [ �, IE =8:18 (S 12° EX.) 3 CITY OF RENTON CONTROL POINTS BENCHMARK UTILITY CONIIFLICT NOTE GENERAL NOTES INSTALL OUTSIDE DROP PER C31 -�, . 1 •P LEGAL DESCRIPTION RENTON CnkM A—NM CL--Al L BE RESPONSIBLE' FOR 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE (� SSCO 2 �� � W Q1 DODOS: FOUND u„ — AS DELINEATED ON CITY OF RENTON SHORT THE # Dom° �"114� A CONCRETE MONUMENT, @! " PEAT NO. 074 -81., RECORDED UNDER WNG COUNTY VERIFYING THE LOCATION, DIMENSION AND NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND N 12172.26 MONUMENT CASE AT THE INTERSECTION OF RECORDING NO. 8105209001, BEING A PORTION Z ; a SUNSET BLVD. S.E. AND DUVALL AVENUE S.E. DEPTH OF ALL EXISTING UTILITIES WHETHER VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. E 10198.00 � z a Mo "' CONCRETE YON EN'oASE OQUAFETTER OFF'SE�CT�N QUARTER TOWNSHIP SOUTHEAST SHOWN ON THESE PLANS OR NOT BY POT IE =21.00 (E,W) �1 S, G U¢ E COONDINATES: 93 —' -%&3 M• REANGE S.EAST.' W.M. M IQf+NG COUNTY WASFWNGiON HOLING THE UTILITIES AND SURVEYING TI1E 2. SEE BEDDING AND BACKFILL DETAIL1 SEE DETAIL C� 2. FOR I�pR oe Rasa '9t' J O F NORTHING: 57084.7896 " o FASTING, 40322536 BASIS OF BEARINGS HORIZONTAL AND VERTICAL LOCATION PRIOR BEDDING AND BACKFILL PIPE IN } ELEVATION: 19M M: 124.779 MW %F ND � FIGAOY ON ATFE n• TO CONSTRUCTION. THIS 'SHALL INCLUDE, TRENCHES FOR FLEXIBLE PAVEMENT RESTORATION. w BEARING OF S 01'51'19 E (PER SHORT PLAT BASES CALLING UTILITY LOCATE AT 1- 800 -424 -5555 ~ > N Lo Q oaDOS: 63A of ) As sTOxM AND THEN POT HOLING ALL UTILITIES AT 3. SEE CIVIL SHEET C3.1 FOR NOTES AND DETAILS. ��� DESC: FOUND A 2 -INCH FLAT DISC WITH NO PUNCH 8tcisese6° F� W ° MARK ON A 4rxC CONCRETE POST VERTICAL DATUM LOCATIONS OF NEW UTILITY CROSSINGS TO S /DNA. W MONUMENT DOWN 0.4• M A MONUMENT CASE NAVE 1988, PER CITY of RENTON SuavEY CONTROL NETWORK PHYSICALLY VERIFY WHETHER OR NOT 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AT THE CONSTRUCTED INTERSECTION OF N.E. 7/3019'— P V% 20TH ACE AND DUVALL AVENUE E N. THIS SITE BENCHMARK CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS J Z MARK IS AN ALTERNATE TO 7HE CENTER OF PK MAIL I7 SEAM OF CONCRETE SIDEWALK: T>aRES 8 /'27 3 -23-5E 5Y EAST OF DUSTING CATCH BASIN AS SHOWN ON THESE PLANS ARE BASED FROM THAT SHOWN ON THE PLAN. '' , >,� MON: 2° BRASS DISC W /NOTnuNaN ON CONIC MINK• ElEV-22.71 UPON THE UNVERIFIED PUBLIC INFORMATION ,,,,- _��:,,„ _Z ;U IN CASF- DN.o.4' AND ARE SUBJECT TO VARIATION. IF 5.. SEE DETAIL C21 FOR SEWER CLEAN OUTS. S-301403 COORDINATES: 94-1983 M. ®we:�.auuss'O�OUm,ur� .,wa¢ff°E.. CJ W v NORTHING: 57513.0773 CONFLICTS SHOULD OCCUR; THE CONTRACTOR EASING 400359.44x5 SHALL CONSULT AHBL, INC TO RESOLVE ALL "°u"°°�'�°`�"° -7 Z ELEVATION: 1988 M: 129.971 PROBLEMS PRIOR TO PROCEEDING WITH wrt,u xrt onto nmtc, mwr u CONSTRUCTION. �� N CHECKED FOR COMPLIANCE CITY OF RENTON o F�COluil� ®® Z_. DEPART �: N RECORD NOTE CALL 48 HOURS �% TO CIT1f ST DS MENT OF: PUBLIC WORKS w APIDAR i BASED 0 NFORMAT10N. SUBMITTED :DATE , :., THESE RECORD DRAWINGS HAVE BEEN PREPARED AS N I I. D' B OTHERS. I. I IS INFORA1Al10N IS BEIJEVED TO BE RELIABLE, AHBL BEFORE YOU G p ' IN PART Y 1HER WHILE THIS I DATE 3.01 z IS RESPONSIBLE FOR ITS'ACCURAOY OR ERROR OR WHICHMAY . SANITARY SEWER, ' C I 1 I I L _Q - 424 -5555: I , e,. I I I 1 : F'.nYE BEEN, INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE. RELYING.: ,.800 � : . ' I 1, ON. THIS RECORD DOCUMENT AR IN OBTAIN.INDEPENDENT VERIFICATION ! ,, : DATE I OF ITS ACCURACY BEFORE APPLYING IT FOR .ANY PURPOSE t REVISION PER CITY COMMENTS WJF�, 1 6 -28 -02 11 DESIGNEE). WJF DATE 04 -02 2002 FILE NAME:. 202040 c30 2 2ND �,ftEVISIONS PER CITY COMMENTS WJF 7 -30 02 1 : DRAWN: PA J CHECKED: USG 1 :SCALE BOOW . 1° i20' FHD _ GE_.. 11