Loading...
HomeMy WebLinkAboutR-383525q :::�- 4, .1' , �,...... x�, 1111, fi ' , -1 8 1 : - II STA. 9f 6.21, .d7' L- _ . ': ' _ .. , _: +:: , . %H 1i'ESTDh'A TION ANQ DVEIRLA ?' TC) BE DOII fE .. ... . - f rf 4 < t , �; 5 :L STA: 21-t�33.53, 4, . , ; f :. C ORD TOC E A ING 1 TY DF R TDN STANDARDS CONTACT' JUSTIN LAGERS z t ` ( g :', I AFTER PI SSURE 4&' PURITY TEST1. Cl VIL ENGINEER { 5 ................................................. f�( ,.=...fY.f.:.=1111, . , __.. -,ACCkPTANCE & MAIN FL SHINE , . : i = 4 1. 1111 : .: ST 9 82 . L , A:22 65 5 : : s ',,, '; f %.,'x• �rUT lN7"0 EIS7TNG D `."W -, 1 ..: WINDSTONE DIV.` 4 . OP MONUMENT IN CASE VOL 22 PG 91- R - t7 FSH. AS•SEMBL'Y _. 5 y i .,. �.f : 1=8 TES (FLxFL} 1 7TH AVENUE PSR C R DTx.. H031 (TYP.} - 1 8x6 TEE (FLxMJ) %z .................................................. „ .` 3-8 D.I. SPOOLS '�LF "`A REQUIRED) _ , . .......................................... CON TA C T.• S TEPHEN J. SCHREI, P. L. S _ TE } 1 8: �A VAL VE A STEVE. SCHREI( ,pRSTRONG. COM .' 3-�8'° StEVES`(I�fJ) *1.00 EXI TING FIRE HYDRANT 112 :.� I.F fi'� DJ. CL. 2 5 i ;3--8 ", GATE VA Li: VES (FL J) 6 . 0 L A '0 - (LIQ AS> REQI IREC) t 473.43 W� Tf=/RUST ,SLOC CING`S (E �QNNE';TlC7N N!TE, THIS SHEET) z.I 8 CWD 0 4 '; r B PROTECTION i�/' ; THRUST ; 64OCICING PER KCN�D9'D DETAIL W-4 ____,_:�.,._ TYf? 1111 -- �i'f.• E t. ,x 1111 , s3, -. '"r 1111 .�. 1111... .. _,.. 1111 ... ..... 1111. - 1111" - - 1111:. a _ . n.,. 1111.. M:. ... E 11 _ W,;.q a. ...Z/'°��.'V'x- A'S'EMBL / ° -� -1 1111 STH ` 0 .,v....... ...,un,.....- 1111.. R <. .,..v .............. ......... 1..111,, 1111. E.::.r. ..� .•I. u..n................... 1111.. .. ....r x:2'1 f''� . e,,. . 4, i -_ WA TE , ` R MAIN ,•• M,.,. �y •I.:.1 -1.... A,.,,.L `•--• Y•T �� .�. �n �.�� - Y ... ... �. - - ` • , ... w.. . . . . . 3. +, ,,,1 1=, 1.n.,-,-t:'.-T .:"^. Y.'_�,. , ... ,.,.......n..u... - ,.u.w.. 1111 „ .. �.... * , ......_.. ... , 1111,. . .__, :y ..: _1111 .. .V.. y 1111. 1111 1111 1111. .. .. .. - EI ;S - - , ..,- d �u • � ¢. . , 1111, • ...' 4 .�,- ;. , " •• a ' Jr .. . 1 4,TALL ,. _ 1111 •111. �, 4 a 4RRI JF.�•�A7rCN ` - 1 � , yam/ 1�1; - I `V , r _ _v / r ;f. . t f ,n.v � . i.Ji.f r11W� h,I , - ,SAID DCVA PER ,�- �111;~--� ., _ �. -.�.- ; V D A11. I .G .`�•` .3 ryE .Y . - 1 tIt sy✓ r,.���M••, 1. i. fx y ."y' f¢h 1I D, r11 ii* y K. . 0 �, . f � 1 �' i 5 1-" 45` FEND �' / Y c } t ST"A, 10+13.5 L :x: ; ,:Fz°; ;r x E Q .. k.. ` ---.. ` CDN6RET'E` CLING Y z . ........ ... I rf � i i I--8" 45` s f,` s z. I " : a' ,L k k ;r. I ' CROSSING INFOI?MA 77ON f` { CnNCRE7E• C G , ,,�•� 4712 Tits SHEET (T>�'P.) r I • • ,_ { 4 I '°�..` 9.5 = F;G, 4613 5 I S / , �' y> r FG 46 I { N 'R �EI'll::' LINE (TYP.} :I. t h I v t . } EXCLEJ'C1E5 LOTS 5 AND 6 t � " r, I __ --;; I I , ___\ \ \ � C_: ; � , + -)W) : . R E 5 F OF' 16'" DIA. T E• f , •_,. ^ �� o N : '. STEEL CASING A T STORM t - I . r 10 MIN. �o 1. Ii ' ,.. STI 'UCTI11xE CROSSING I• ;1 11 S R f A TION ; h , -f it. „1111... 1-1- 1111..._ 3 i t ,I •� A , 3 t FG 463.5 i < FG 473.4 1 x i } L - I FG 4'2.5 ". a i� I �. :I, G , a 4 �. i DEFLECT SERME i,;' i 1 : i STA':' 12+06.75 7.22 R -. ' ' M L; .. f 1111 .. •� i 1wS 1/4 MVa. ASSEMBt Y 'I'. E GOIVFI.IC cAS/Nc `; { _ MJ T.. { .. n . z v � hiJ . 11 LF 6 D. I:' CL. 5 a : I ' y (LF AS'. REQUI vj __ . ,: _ . I. , . . t, - . . . W/� THRUST BLOC NG I: 1 _ t. i _ i.i r. PER KCMD9O DETAIL. 4 �L.` -� • ( I � `i ,� ;�< vt;101 p t I FG 475.3 rF ; 4f 6.3 ff 1 I. ;�� I F �. f 3 Noc , l ,, V (0 W 1 V J f PG 476.0 'a � rn .{ .. E �� .. t,, `r��� 'i, AS.: ,i f O'V ' 0 V s. V T%":aL F�J 7a LJI Vt 1! R •7. �� I \{ t .'.i ._.. _ t E s �w 1 8" `11 `i SND I ,. d 'It d 3 d { CDNC'RET -8Lt C /NG ,. f : :, ; a .. f f 7 7 t - ` R ,. ... 2 ; 1_- w- _4 i L... .dy : "'�_ `^-� 1111. f : � : V�:. 1111., i �, i (t . : r. 1111._ _1111 1:11 : ;. _.. _.� ;b ; .. .j. :tri' f s. . a ae 10 i .µ ,kms, .. .i , ,» ., 1111.. :� •i .. ,, Q' r • i' j 11 I Z 1 1 1 1. r. f- I FO". 4.75. i V.. t ; 1 11 FG 476.0 I 1�7�' �W `� ! ! . ___ _ � � EASEMENT 3 : - STS: 67, 33 f. 69 l' .� r q a a " y r � J-,­,�,,, i M1 ri - 11 EN .� --8 8 D . �s < E ..r1. - 1111 1111 1111. ,.. r a '`'C3N ETF BLOCKING11 �': rK ,.:: �• is `' i; ;, , ; j' I• F: ­ ''""",-11-11 .f e s { J,001 ._ - _ -, I .. 1 M. , : F fJ.l CL. 52 'a. I.1 I { ., ; ,11i, i : -:-� 7' ,. , ^ i fir; �' aI• A, I - .t S A. 14+07.61 6 0 R . I:' ` .! FG 475.5 'fr` 1---5 1/4'� MVO F.H. ASSEMBLY Y' • I f s }4 }, 1-8 W' TES' (FLxMJ) � �: R. �. I .,f �. - a• I < �. 1-- 6 GA TE VALVE FL xMJ _ I q jjjl F } }T, . LF 6" 17,1. CL, 52 E 3. LF AS REQUIRED bf,f- )� . # ( ) R: Wf THRUST T BLOCKING �, -e - ; ` :. I - PER KCVYD9t� DETAIL W 4 -- ; : ! i - 1 Q' WA T�'R, "L�SMT. ' `` °' '_ �' W_ ' i : FOR ME7E"RS: TYP, 1 :. ,/ . r . . ... SEPARATION (TW.) � _ I !�I $ ./ y j L.,} ;R ; ..�, 1._1. �� { FG 475. • l Ls , _ . a �f. ` PARCEL _ { t' B s. _.. . i, .. L .. .. 1111. 1111.. f PROVIDE 1'8 L - 4F_ 16 !A. :a ,:-ip. . _. k STEEL CASING CENTRED A T 7 .�, 'a- it = .� �„ i. <e. STORM SMUCTURE CROSSING r s _ I'ii. r r:F:L1. PARCEL NO. a _ . '`. I' , a. 032305- 9238 I I . il , �M - +_ - �-- �, il� `t FG 475 5 L: r: ,> It... _ .. ...,.......__.. ,' 1.e: 09ZEE UPPER CJ 22yr PARCEL N0. 032305-9124 STA. 16+05.11, 7, 20' R I 2" AIR VAC. ASSEMBLY PER KCWD90 DETAIL W-18 (FIELD LOCATE AT HIGH l POINT OF MAIN ISTA. 16+29.71, 7.27'' R 1-8" 45' BEND BETE BLOCKING F 8'" D, I. CL. 52 -F46.32 24. 00' l i 1-8" 45' BEND ICRETE BLOCKING NE 3-23-5 a , � FG 476; 8 4.1111.1 fi' �' 1. :'I . ;� z ci.; . ;1 15 EASEMENT h a1. REL. N0. \ :� 1.20'! 40306000025 _, z 11 >, PARCEL NO. 7- . I ,,��_..__. -1-11: # ` / 4 . ,, ,£� '.. \� . 032305 - 9179 - 1� i I- �f I 11­ APPROX. L OCA TION F Y = ,•>� 0 EX F/ RE f I DRA N T , •<� vW. l y , t U _� \Sf- . ITA. 17+97.91 24.00 R y DEED NO. J DEED N0. s I-5" 2 • BEND ,� 7207120398 6468344 `CONCRETE BLOCKING 4PARCEL NO. c ? _ I." I P:PARCEL N0. `O 5' DEFLECTION �01. 032305-9167 032305 9207 .. , A T EACH END � . :r 1 i�- _1* 11 ���-f- 2" T'E'MPORARY • �, �. . A L �� cI 14 LF 8 17.1. \ �L,S' �'� CL. 5 �, AFTER PRESSURE & PURITY TEST -p I ACCEPTANCE &MAIN FLUSHING p -� \f\9�I I CUT INTO EXISTING 12 C,I. WITH. < 1 •-12 x8" TEE (FLxFL) 00 ;i. _ E . W TER SE WC 2-12* D.I. SPOOLS F A REQUIRED) L S Q S"^e' ( ) K f TO BE ABANDONS �► I \ ". �i 2-12 SLEEVES (MJ) 5 WATER " l I �n - 2--12 GATE VALVES (FL xMJ) MAIN EASEMENT ( " I :REC. N 0. 6261949 1-•-5 D.I. SPOOL (LF AS REQUIRED) ' 1-8 SLEEVE (MJ) �.: 1-8- GATE VALVE FLxMJ �: W/ THRUST BLOCKINGS . .' .... ... ; '' (sEE_ CONNE07ION NOTE, THIS SHEET) r ('0 __-L I.-.:' 1111 1111 : w1111. 1111. cn T74'EAI�,� RESTORA )?ON , /,/�O V AND OVERLAY TO BE DONE \ /`/ ACCORDING TO CI TY OF /�� RENTON STANDARDS 4 - ' -- --- _ ----- I -� I� • as 3I I I . �`'- \ �_ • t s r, •a ` , W-383502 R-383515 PRDJEG T CDN TA G TS: APPLICANT / OWNER ................ PNW HOLDINGS, LLC .................................................. 9675 SE 36TH STREET, SUITE 105 .................................................. MERCER ISLAND, WASHINGTON 98040 ................................................. (205) 588-1147 BOTTOM OF PIPE CONTACT' JUSTIN LAGERS ..... ........................I.................. .... ............ JUS TIN9PNWHOLDINGS. CDM Cl VIL ENGINEER SD ................................................. 620 77H A VENUE .......... KIRKLAND WASHINGTON 98033 .................................................. (425) 827-3063 ..................................................E. ACT• MAHER A JOUDI, • P .................................................. MAHER. JOUDIWRSTRONG. COM SURVEYOR.,.... • .,........................ D.R. STRONG CONSULTING ENGINEERS, INC. ......•....• ... . ..................................620 7TH AVENUE ............................................. KIRKLAND, WASHINGTON 98033 .................................................. (425) 827-3063 , . .......................................... CON TA C T.• S TEPHEN J. SCHREI, P. L. S .................................................. STEVE. SCHREI( ,pRSTRONG. COM * ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WA TER PIPE. NO TE: NO CONNECTIONS TO EXISTING WATER MAIN UNTIL AFTER TEST AND PURITY ACCEP TANCE CONNEC TI ON NO TE: CONTRACTOR SHALL POTHOLE EXISTING 8" D.I. WATER MAIN (IN NE 16TH STREET) AND EXISTING 12" D.J. WATER MAIN (IN RENTON ISSAQUAH RO SE) TO VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMMEDIA TEL Y IF THERE IS A VARIA TION FROM THE PROFILE (3' COVER CURRENTLY SHOWN AT CONNECTION POINTS) GENERAL NO TES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF DOCUMENTS APART FROM THESER D A WINGS Ar SE OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC770N. 2. THE OWNER SHALL FURNISH THE ENGINEER W! TN A COPY OF THE APPROVED ROAD GRADE ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR TO ANY WATERMAIN CONSTRUCTION. J. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTHS 4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING U TILT TIES. 5. ALL WORK IN S TREE T RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF REN TON. 6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN 3 -FOOT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND SMALLER (4 -FOOT MINIMUM FOR LARGER THAN B -INCH PIPE). THERE SHALL BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE S TORM SEWER. 7. WATER SER OCES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER VAULTS HAND HOLES AND/OR LIGHT STANDARDS SERVICES SHALL BE INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER, DISTRICT, AND OTHER U77LITY COMPANIES. B. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE OWNER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. 9. WATER SERVICE CONNECTION DETAILS: A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A MINIMUM OF 18" OF THE MARKER EXPOSED. B. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE ENGINEER. C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN WA TERMAINS AND SANI TAR Y SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. - WATER MAIN EXTENSION PLAN UTILITY CROSSING TABLE WATER EXTENSION PROFILE C# U71LI TY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) F.G. _ 1 12 SD 463.67 v � Q •-.! � 466.91 N 8 WA o f � 462.67 *1.00 "q- JECT SI TE 2 12 SD 458.66 4 5� 472.37 (D B PWA 6 5 RNs 467.65 *1.00 Z 3 12 SD 470.07 z O 473.43 z- -` 8 WA SE 112TH ST 469.07 *1.00 4 8 WA_ 464.13 467.80 w EX. 93_ SS 460.63 1 3.50 * ALL CROSSINGS WITH LESS THAN 18" CLEARANCE REQUIRE CASING AROUND WA TER PIPE. NO TE: NO CONNECTIONS TO EXISTING WATER MAIN UNTIL AFTER TEST AND PURITY ACCEP TANCE CONNEC TI ON NO TE: CONTRACTOR SHALL POTHOLE EXISTING 8" D.I. WATER MAIN (IN NE 16TH STREET) AND EXISTING 12" D.J. WATER MAIN (IN RENTON ISSAQUAH RO SE) TO VERIFY DEPTH PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IMMEDIA TEL Y IF THERE IS A VARIA TION FROM THE PROFILE (3' COVER CURRENTLY SHOWN AT CONNECTION POINTS) GENERAL NO TES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DETAILS OF WATER DISTRICT NO. 90. THE SPECIFICATIONS AND STANDARD DETAILS MAY BE A SEPARATE SET OF DOCUMENTS APART FROM THESER D A WINGS Ar SE OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC770N. 2. THE OWNER SHALL FURNISH THE ENGINEER W! TN A COPY OF THE APPROVED ROAD GRADE ROAD CROSS SECTION, AND DRAINAGE PLAN PRIOR TO ANY WATERMAIN CONSTRUCTION. J. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMA 77ON AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTHS 4. PRIOR TO CONSTRUCTION OF ANY WATERMAINS, THE STREETS AND LOTS SHALL BE STAKED AND THE CONTRACTOR SHALL LOCATE ALL EXISTING U TILT TIES. 5. ALL WORK IN S TREE T RIGHT-OF-WAY TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD ENGINEER WITH JURISDICTION - THE CITY OF REN TON. 6. WATERMAIN SHALL PASS UNDER STORM SEWER WHEN REQUIRED TO MAINTAIN 3 -FOOT MINIMUM COVER OVER TOP OF WATERMAIN 8 -INCH AND SMALLER (4 -FOOT MINIMUM FOR LARGER THAN B -INCH PIPE). THERE SHALL BE NOT LESS THAN AN 18 -INCH CUSHION BETWEEN THE WATERMAIN AND THE S TORM SEWER. 7. WATER SER OCES SHALL BE LOCATED AT LEAST 5 FEET FROM POWER VAULTS HAND HOLES AND/OR LIGHT STANDARDS SERVICES SHALL BE INSTALLED BY CONTRACTOR AND WILL BE LOCATED BY MUTUAL AGREEMENT BETWEEN OWNER, DISTRICT, AND OTHER U77LITY COMPANIES. B. FOLLOWING WATERMAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRES THE MAINS TO BE RECONSTRUCTED BY THE OWNER TO CONFORM TO THE SPECIFICATIONS OF WATER DISTRICT NO. 90. ALL ADDED COSTS OF INSPECTIONS FOR SUCH REVISIONS WILL BE CHARGED TO THE OWNER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY WATER DISTRICT NO. 90. 9. WATER SERVICE CONNECTION DETAILS: A. 2" X 4" WOOD MARKER PAINTED BLUE AND IMPRINTED WITH "WATER" IN BLACK LETTERS SHALL BE PLACED AT EACH ANGLE STOP LOCATION MTH A MINIMUM OF 18" OF THE MARKER EXPOSED. B. PAINT SERVICE LOCATION ON CURB WITH COLOR AS DIRECTED BY THE ENGINEER. C. PROPERTY CORNERS SHALL BE PINNED AND THERE SHALL BE A REFERENCE TACK PLACED IN THE CURB OR EDGE OF ASPHALT. 10. THERE SHALL BE A MINIMUM 10 -FOOT HORIZONTAL SEPARATION BETWEEN WA TERMAINS AND SANI TAR Y SEWERS. VERTICAL SEPARATION SHALL BE PER THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN MANUAL. VICINI TY MAP 10-15000 LEGAL. DESCRIP TI GN: N EO IST H PARCEL A: N THE WEST 1 THE NORTH 677 44 FEET OF 2 OF THE ,/ WEST 1/2 OF THE SOU THEA S T 114 OF THE SOU THEA ST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE, EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF 17 -IE WEST 112 OF THE WEST 112 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE, THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 1,30 FEET F T 1 4 OF 3 EE O THE SOUTHEAST S / THE SOU THEA S T 114 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NDS 6468344 AND 7207120398. PARCEL B.• A NON-EXCLUSIVE EA SEMEN T FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER: 032305902101 LEGEND EX. MAILBOX EX. UTILITY POLE j EX. STREET LI GH T �, EX. LIGHT POLE EX. CA TCH BASIN . EX. SEWER MANHOLE i. EX, TELE RISER EX. SIGN EX. WA TER METER EX. WA TER VAL VE 11 11, EX. WATER BLOW OFF ' EX. FIRE HYDRANT EX. DECIDOUS TREE �,f, EX. CONIFEROUS TREE s� :a Y PROPOSED STREET LIGHT AND CABINET PROPOS STORM DRAINAGE RAINAGE - _# PROPOSED SANITARY SEWER PROPOSED WA TER �T PROPOSED FIRE H YDRAN T N PROPOSED WATER METER x PROPOSED GA TE VALVE i PROPOSED CONCRETE BLOCKING T PROPOSED BLOW OFF If PROPOSED AIR VAC 1. e PROPOSED MONUMENT SHEET INDEX: SHEET -j- WATER MAIN EXTENSION PLAN SHEET 2 OF 5 WATER EXTENSION PROFILE SHEET 3 OF 5 WATER MAIN DETAILS SHEET ___1�! : CONSTRUCTION PROVISIONS SHEET Q N � v � Q •-.! � ! N 00 Q o o f � c� PR "q- JECT SI TE _j --i NE 1 1H �- (.) 4 5� >- m (D N r- 6 5 RNs O 40 Z < 2 N 0 W z O z- -` Q Q SE 112TH ST Q q io O - o 0 w SE 116TH ST VICINI TY MAP 10-15000 LEGAL. DESCRIP TI GN: N EO IST H PARCEL A: N THE WEST 1 THE NORTH 677 44 FEET OF 2 OF THE ,/ WEST 1/2 OF THE SOU THEA S T 114 OF THE SOU THEA ST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LINE, EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF 17 -IE WEST 112 OF THE WEST 112 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE, THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 1,30 FEET F T 1 4 OF 3 EE O THE SOUTHEAST S / THE SOU THEA S T 114 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NDS 6468344 AND 7207120398. PARCEL B.• A NON-EXCLUSIVE EA SEMEN T FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. TAX PARCEL NUMBER: 032305902101 LEGEND EX. MAILBOX EX. UTILITY POLE j EX. STREET LI GH T �, EX. LIGHT POLE EX. CA TCH BASIN . EX. SEWER MANHOLE i. EX, TELE RISER EX. SIGN EX. WA TER METER EX. WA TER VAL VE 11 11, EX. WATER BLOW OFF ' EX. FIRE HYDRANT EX. DECIDOUS TREE �,f, EX. CONIFEROUS TREE s� :a Y PROPOSED STREET LIGHT AND CABINET PROPOS STORM DRAINAGE RAINAGE - _# PROPOSED SANITARY SEWER PROPOSED WA TER �T PROPOSED FIRE H YDRAN T N PROPOSED WATER METER x PROPOSED GA TE VALVE i PROPOSED CONCRETE BLOCKING T PROPOSED BLOW OFF If PROPOSED AIR VAC 1. e PROPOSED MONUMENT SHEET INDEX: SHEET 1 OF 5 WATER MAIN EXTENSION PLAN SHEET 2 OF 5 WATER EXTENSION PROFILE SHEET 3 OF 5 WATER MAIN DETAILS SHEET 4 OF 5 CONSTRUCTION PROVISIONS SHEET 5 OF 5 MATERIALS AND SURFACE RESTORATION ()I" WASEJ4,, 23 � GI�� `+ orraL 1n%(' LO U rr z o a ao � z o_ co ui z Z O ti ICL 10 �_ 2 a o ,_ = u W w q 0 0 > W cr W 6 O Ill- U) o M Lu N Ln u U- o •-.! � 0 4 N 0 ,n O Cfj o f � w ti z 0 0 _j --i � �- (.) 4 a Q � � >- m (D N r- 6 Z CL ()I" WASEJ4,, 23 � GI�� `+ orraL 1n%(' LO cc Lu U rr z o a ao � ' Z M m Z :� a 7CD Z Q Z n m= M '' J o 6 O 2m� o M Lu N Ln u 6 d z a- •-.! � 0 4 N U O Cfj , z z Q _j --i � �- (.) 4 Z w (D ry . � - W �I Q Z CL O 40 Z < 2 �� O Z W z O U Q Q Q Q Q q io O - o 0 cc Lu U rr z o a ao � ' Z (3) m Z :� a 7CD Z Q Z n m= M '' J o 6 0.. 2m� o M Lu N Ln u 6 d z a- •-.! � 0 4 N U O Cfj , z z r � U ZRcn � �- (.) 4 Z w (D ry . � - W �I �i Q Z CL 0.1 I L 11z 11O Lij < < 2 �� 1 N . 44 : - o 0 w " C:) FZ�F H v 2 11� W w GRAPHIC SCALE �__ �_ 0 20 40 80 < < 1 INCH = 40 FT. mmmi : 3: PRESSURE ZONE: 649 WATER DISTRICT NO. 90 BASE MAP B-2 APPROVED CONSTRUCTION � '� � SHEET 1 OF 5 DRAWINGS: DATE. 1 R: \2014 \ 1 \ 14103 \3 \Drawings \Plots \Engineering \ WO 90\01-3WACVR14103. dwg 6/30/2015 3: 14: 14 PM PDT DRAWING B2.009 (--- t" . .- I � . � I I �, I -11 W E z C 11 K ca z m n m D 7 K 00m *" x � Pz N 0 O n = W W (A IBJ rt � K U rr z o a ao � ' jo - v wp z (3) G � CN°`AO -< v, 'y Z :� a 7CD Z Q Z n m= W R 0.. 2m� Z :E1 ul �>-_ 720 U O z:D , z z O � U)[) -.,o �- (.) �- c/) Z w (D mmm� 0 F_ ct� z z F� ry Lij < < 2 " C:) FZ�F H v 2 11� W w GRAPHIC SCALE �__ �_ 0 20 40 80 < < 1 INCH = 40 FT. mmmi : 3: PRESSURE ZONE: 649 WATER DISTRICT NO. 90 BASE MAP B-2 APPROVED CONSTRUCTION � '� � SHEET 1 OF 5 DRAWINGS: DATE. 1 R: \2014 \ 1 \ 14103 \3 \Drawings \Plots \Engineering \ WO 90\01-3WACVR14103. dwg 6/30/2015 3: 14: 14 PM PDT DRAWING B2.009 (--- t" . .- I � . � I I �, I -11 W E z C 11 K ca z m n m D 7 K 00m *" x � Pz N 0 O n = W W (A IBJ rt � K rr z o a ao � ' jo - v wp z 44bb G � CN°`AO -< v, 'y a 7CD Z Q Z n m= W R 2m� W :E1 ul D O o of boa 2m� :E1 f,�- 720