Loading...
HomeMy WebLinkAboutD-31491Ati •� Aj `c`'` J r.� '� Au yap s n �„ Qp� _ m� 12 PIPE 'END CAPPED J m C" ° �N 7 o~ ° N z FOR FUTURE _ CAN 1 1 EXTENSION -•' V TC E o R/W �' z" 1 v BY OTHERS .sa o Y z M -� Z Z cn c ,/ �` `��fr nD ,4 /� 0 n pNQ� ► N ST 45 +55.30, 38.11 LT - WK � 1 b- SDMH L -23 0 °� w ©�,� SEE DWG SD08 ,i 1 W C*4 0/. 00 - �___. �''� o � 02 s I 1 111 0 I EX 96 ■ 0 12 S D Fq o CD 4 o iii METRO) Z J ► _ � 11I 1 ' SEWER _� cyn) r z o , ti �-. ` N w a �- `,,. c�■� CB #P-26, TYPE 1 L ° o U X 00 12 " SS '� i - oo r�'o `� o �' f Ii (BY OTHERS �- STA 45 +83.339 37.821 LT Lc) �`` ��o�' �, 1 4+ 0 N 45+ 00 0 ;`' 0 1 .�' oti'~ 111 1 . � � 7 � f O � � ` " PARK AVE. N. •o - P AVE � � � i oo I STA. 44 +88.02 =•' , - 1 �� 1 , LOGAN AVE. N. �, ♦ 1 i - �� V1 2 S 4 ^a 3 0� o �o� STA. 68+ 14.92 - ° Z `�- ° ��� Z. 1 12 W w y p` Y, a \ 1 -v►� 00 vo z 14) 90 iaa 9� .j 3 P ' 1 ww o R W 9 0 � SDMH #L--24 _--- a,..� SEE DWG SD09 R/W i AN 2 � �,� CB P -27, TYPE 1 i y ,\ R o o , --r-- BY OTHERS 1 On 133 o o ° ° •�•a STA 45 +83.33, 28.69 RT o o . \ IE 24.09 ° o i 0 q N N � o d- 0o a) �+ co O V) V7 'd•` 0 d' � N � � N 0 0 �. o o tv I .� d" �.' u7 00 z FIN 1 H E D GRADE 2 N� N '�" --i3: c i Z + c), 0 N W C� ONSTRUCTIO C/L W 00 o EK _+ z C� C w `t- N r _ � �`' 0 W > Q N !I iI 00 CL a_ m °- o w EXI TING GROUN rL ca _ F- Z Z = o V) V) zit Q w >-f Q C ONSTRUCTIO C/L d- w Q> I-.- .J X X X X m m w X L] LIJ ? w w< o .. 2 Q o' c� W to w w w w Q w U Ca w Z< N LL.. o F- to V) W LL- � V_ m V I CL W — Nm w W D b_ a- 1 ... ww.._i ............ •r .,... -xyJV W A 125 I.F --- 12" SD _ I f 42" SD I 0.20X: I I W J v u a °4 W NPE SA,9t ? §;;0.0724% T i 0 I 28 LF — 12 S 0 (BY OTHERS) LO z 48" SD TO Ju I S=0.28% + SDMH L -25 z Z o SEE DWG SD09 N Z I I . • �--- W I Z N CO CO Z N Q 0ZZ 10 L f%.101 cn V7 I w w w rj OQ N N d- d- d- N = 0 X W .r•• t-• I r� h cq f . F- °) h~ 2 I fIl a'0 Ile) 0 *0 z r- r- ....� WWW N mNm N N N Q W W W N � • N 50 �°/'�� W N �?,M • N N 44+00 --I- .00 • l.0 N N N a?n W N 44+50 rn00 • _"' N • N o00 N 45 o� • 0) N N 00 • N r-� N 45 • N 50 d-� CO N • N N� co N 46 • N 00 d..0 M W N • c `v �o W N 46 co 0 N N 50 �. 3350 Monte Villa .Parkway Bothell Washington 98021 -89'72 8" (425)951 -4800 (425)951 --4808 Fax whpacific.com � � CONSULTANTS Fommlya Division ofBenynm 8 Hentgar BHC Consultants, LLC ?20 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 Tel: 206 505 -3400 Fax: (206) 505 -3406 N0. nxCSR DE . DN oR PLS LCA REVISION BY DATE APPR LGA • 00 o� 0 C�j y H. 1 * -20' " ""' ; ,, ", &A IV, C1 TY OF V: 1 " =5' Alil-NI, RENTON °w etc" DATUM AT R• WAM Planning /Building /Public Works Dept. F Nor ONE way SWE ACCORDOMY SCALE 20 0 10 20 40 (FEET ) CONSTRUCTION NOTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. PROTECT EXISTING QWEST TELECOM UTILITY TO REMAIN, 3. DEMOLISH CB TO MINIMUM 3' BELOW FINISH GRADE, AND FILL REMAINING STRUCTURE WITH CONCRETE, CDF OR COMPACTED SAND. 4. REMOVE AND DISPOSE OF EXISTING 36 "/42" STORM DRAIN. REPLACE WITH NEW 42 STORM DRAIN. 5. LOWER JOINT TRENCH T0: PROVIDE MINIMUM 1' CLEAR TO UPPER MOST CONDUIT BELOW STORM DRAIN. GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00 —U25. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3 DWG U29 AND SPECIFICATIONS. r� t M � EXPIRES 06/06/07 EXPIRES 04/26/07 CITY OF RENTON 4/1 7/06 SOUTH LAKE WASHINGTON PAM ROADWAY IMPROVEMENTS w m owt+m rw: STORM DRAINAGE PLAN AND PROFILE SD24 PARK AVE. N. STA. 43 +50 TO STA. 46 +69.44° 77 204