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HomeMy WebLinkAboutzW-3613SetL a z 0 z n 0 n m a 0 z r O a 2 -8° SLEEVE: 2 -8" 45' BENDS (MJ) 3 LF -8" DI CONCRETE BLOCKING 1 -8 "�8" TEE 3 -8 GVS (I CONCRETE BL 1 -4" BLOV PER KCWD DTL 10 -2 —� LF-�F YI LANF- C W8 LF-8" DI - 8 LF -8" DI - -- - -- -- SE 14 -23 -5 i LOT 9 LOT 8 I WATER OVER STORM • "� LOT ' • • + 11'�0��. +.�ir►Otii�►i�tOe�� LOT 2 �rP LOT 3 LOT 4 LOT 5 DATE: L I� 1 -8" 90' BEND (RJxRJ) B' I. PIPE: 2,258 L.F. (CL52) / PACIFIC STATES F.HYDRANTS: I I LOT 6 LOT 7 �t�l c0 I 1 -8x6" TEE Lx RJ) +oo — 1 -2" AIR VAC ASSY. 29 00 I 1 -5 1/4" M FY ASSY. PE I DTL. # 18 1 -8x6° TEE xRJ) II n KCWD NO.90 TD. DTL. #4. I 1 -5 1/4" MV FY ASSY. PER I i ''<• CONCRETE B CKING KCWD N0.90 .DTL. #4. . LOT 13 CONIC 1 45' BEND • I i � � = � I I I T T '— I'i'i — as = - - - , c o o v ° 2 LF 8 DI Tj � -+o - JEo 80 I 141 8 DI =m �, � 2 - JL` L � 46,0._ -- LOT 33 LOT 34 LOTS -t0T 36 �'+XLt:eT.. 03 I I� I - _ ..+�1�.: a�EL..�q7i �^'�"tl�? ��b`v. '. ��•i�ei'i ii• v �M - -EESMT _�A'.Ef . :. - -D "KC�WD 28 0 1-5 R No.9 my i ( )WATER # 18 U) 0) 4 . SE 14 -23 -5 i LOT 9 LOT 8 _F -8" DI LOT 10 CONCRETE BLOCRIING J) �8 LF -8" DI LOT 11 LOT 12 BLIC. WATER N I I WATER OVER STORM • "� LOT ' • • + 11'�0��. +.�ir►Otii�►i�tOe�� to �rP I 5 QUYEN DANG DATE: L CONTRACTOR: 1 -8" 90' BEND (RJxRJ) B' I. PIPE: 2,258 L.F. (CL52) / PACIFIC STATES F.HYDRANTS: I I ,I �t�l c0 • r 31 00 +oo — 1 -2" AIR VAC ASSY. PER KCWD No.90 STD. t I DTL. # 18 II n _ 3 +0 136 LF -8" DI I 27 00 LOT 13 � 1 I _F -8" DI LOT 10 CONCRETE BLOCRIING J) �8 LF -8" DI LOT 11 LOT 12 BLIC. WATER N I I WATER OVER STORM -- -- - -.._I to JOSH DERAITUS I 5 QUYEN DANG DATE: L CONTRACTOR: 1 -8" 90' BEND (RJxRJ) B' I. PIPE: 2,258 L.F. (CL52) / PACIFIC STATES F.HYDRANTS: I I ,I I - -4 c0 I r 31 00 +oo — 1 -2" AIR VAC ASSY. PER KCWD No.90 STD. t I DTL. # 18 II 2 +00 _ 3 +0 136 LF -8" DI I 27 00 LOT 13 as oa o o v ° JEo 80 =m m JL` L LOT 46,0._ -- LOT 33 LOT 34 LOTS -t0T 36 03 IRR METE i I I I I I I I 1 I I 32 W i I W I > Q I I = I � II . ; I I • • 1 -8 "x6" FLxRJ - X I. , C. ' 1 -5 1/4° VO FY ASS PER 1 -8 "x6" E (FLxRJ) '3 I e� LOT 14 ' 33 t i r KCWD NO. STD. DTL. 4. 1 -5 1/4 "i MVO FY AS Y. PER 72 LF 8" DI (RJ) I CRETE LOCKING KCWD N01 CON 0 STD. DTL #4. RES AINED 4 25 F 10' P LIC WATER CONCRE BLOCKING JOIN WEST J x' 1 + I ` .i � • > - - - -- - OF RESTRSAIN ED 4 G - ATV L"�4�k S&y< 'A,5; `x W OF GV LO 9 fi � �� »`�; z,�, i�r.� ., a•�. +•�.�,<� ' op � T 15 I I 2 - I I � S x'Ex) 3- °GVS FLR 12+40_ CONCRETE BLOCKI G �� - -- 1 II1011 - _ I 1 8 x6 TEE FLXKJ I ��i 28 LF -8" DI 2 -8" 45' BE S MJ PUBLIC WATER ( )4='•` -I L 16 II '" CONCRETE BL CKING E T (TYP) 1 -5 1/ " MVO FY ASSI�� +- ! I •+ WATER OVER PER KC D N0.90 STD. ! -�� STORM DTL. o II I ! -5 1 4" MV Y ASSY. - CONCR TE BLOCKING - ------ - - - - -- ---- - ----- LOT 24 LOT 23 NCRETE7B `DEEP NG LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 --- - - - - -- 3 LF -8" DI (RJ)� 00 C WATER OVER LOT 25 1 -8" 45' BEND (RJxRJ STORM LD 17 - I CONIC ETE BLOCKING `' S K44 60 LF- " RJ 28 LF- ° i • - _ -.2- -= _ — li �._- - --..- — _ _ f y- - u> ►� - -- +I F � r METERS FOR LOTS 2 AND 22 24 010 I` r 1� 2-8" OCR TE•B OCKINGRJ J) 40 LF -8 "D (RJ) 1 r I I , r TRACT A • STORM POND M 55 LF -8 °DI (F r- - - - - -- --- - - - - -- I 450---- LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 SY I STU. ; r 0 r I WATER OVER STORM I to JOSH DERAITUS I 5 QUYEN DANG DATE: L CONTRACTOR: 1 -8" 90' BEND (RJxRJ) B' I. PIPE: 2,258 L.F. (CL52) / PACIFIC STATES F.HYDRANTS: CONCRETE BLOCKING r ,I I - -4 TYLER I 0 1 -2" AIR VAC ASSY. PER KCWD No.90 STD. a I DTL. # 18 r — --- 460_______ II , 145 MATCH LINE (SEE SHT. 3) STA 36 +60 40 0 40 80 SCALE IN FEET OWNER /DEVELOPER: KBS DEVELOPMENT 12320 NE 8TH ST., SUITE 100 BELLEVUE, WA 98005 CONTACT: KOLIN TAYLOR 206 - 755 -5405 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC (ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. W- 361301 WATER DISTRICT NO. 90 APPROVED CONSTRUCTION 1._.W� -n� �. DRAWINGS: «c��/R•4•Y11111 DATE: M F_ U � Q � IY 00 U (if 0 w U z U w 0 L y m w o m y w m REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: JOSH DERAITUS REVISED BY: QUYEN DANG DATE: 6/17/2013 CONTRACTOR: C.C. EDWARDS B' I. PIPE: 2,258 L.F. (CL52) / PACIFIC STATES F.HYDRANTS: M &H VALVES: KENNEDY FITTINGS: TYLER WATER DISTRICT NO. 90 APPROVED CONSTRUCTION 1._.W� -n� �. DRAWINGS: «c��/R•4•Y11111 DATE: M F_ U � Q � IY 00 U (if 0 w U z U w 0 L y m w o m y w m :. o p rn O z m Z o z Y UZ) ER 111 °� w g a Q U X W a w j 0 N Z as oa o o v ° JEo 80 =m m JL` Z 03 °za v m 1-5 O N my j o U) 0) 4 alm o °za �a Vv � O J o') J LU Ov Z 0 = O a rc rc u0i i > :. BASE MAP F-4 SHEET 2 OF 6 DRAWING F -4.015 o p rn O z cl) Z Z o z Y UZ) ER 111 °� w g a Q U X W a w j BASE MAP F-4 SHEET 2 OF 6 DRAWING F -4.015 Q c U a c If r a c z r C Gt3 I W - -5,16(3 0 a. SE 14 -57 -50 MATCH LINE (SEE SHT. 2) STA 36 +60 24 004 I ' 1\ I ( iin 3 0 0 0 I I I I I I I zz 1 ,ob 1 I o UJ U I' 0 38 0 O Z i I i 1 J Q Of W Z I� N F- z a n, .] I \ N I O C) Y�� dry 21 000 O O 44�y LJ o ON I Z w 0 L - - 2 -8" SLEEVES (RJ) LF -8" DI O I� 4 LF -8" DI 20 0 -, -� 1 -8" GV (RJxRJ) I n II 35' N EX. 8" DI °o a z a T o 'I I I 11� i 4OI O O U O z Y Uz U) I j W I I I Q Eo 19 #00 ; I = m m I � 1411 , t y Q 03 O i(o I I I I I I I 47 0 ro m I °o I I u n05 I I 40 0 40 80 w 66 F ' I V11111A SCALE IN FEET EL o z a 18 18 00 J �` I U M I- J I h a THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC (ROTH HILL). ALL FIELD = o p W N 4':)0 INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT < a U O W VERIFIED THE ACCURACY AND /OR COMPLETENESS OF '^ _ iI :I I INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE Y�i , I' I RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY II BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. I I I noq ZO I REVISED TO INDICATE it CONSTRUCTION RECORDS FIELD REP: JOSH DERAITUS Z Z W W Q Lu 0 REVISED BY: QUYEN DANG Z O x I' DATE: 6/17/2013 g W i - ------- _ — _-- CONTRACTOR: CONTRACTOR: C.C. EDWARDS "D.I. F- U J Z_ I I - - - - -- 8 PIPE: 289 L.F. (CL52) / PACIFIC STATES � Q I i F.HYDRANTS: M &H 0 Q Q I VALVES: KENNEDY Z I FITTINGS: TYLER Y W U I 5>6 154 160 360, Q I I I � I W =3 613 02 WATER DISTRICT N0. 90 ■ ■ APPROVED `` -0&13 DRAWINGS: DATE." DRAWINGS: BASE MAP F4 SHEET 3 or 6 DRAWING F4.016 Gt3 I W - -5,16(3 0 a.