No preview available
HomeMy WebLinkAboutS-272901a 0 i N 0 0 m I I � z I I I � I Ig � yy n N ffi � � N � � � I- z w 0 J W wln�Ln o °��� oM�T� o z III QxQD�rn cnmWO�- z o co � �ow°T In I— LL_ N � � � � O U Q W J Q a° d o [�, 7 o N ^ H 1.0 ®O �� C� a U _ �W W �a 1--1 tL �c �a \E �IJ �, �I om a� 4` �� � �� p �� ��Y `� Y I s� � 0 CALL BEFORE YOU DIG 1 800 - 424 -5555 ©DBM CONSULTING ENGINEERS,1998 THIS DOCUMENT AND THE INFORMATION CONTNNID HEREIN IS PROPRIETARY TO DBM CONSULTING ENGINEERS AND HAS BEEN FURNISHED IN CONFlDENCE AND ARE SU&IECT TO THE TERNS OF A SEPARATE SECRECY AGREEMENT BETWEEN DBM PND 7HE RECIPIEM. THE RECIPIENT IS NOT TO COPY, DUPLICATE OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTItt IXCEPT AS IXPRESSLY AUTHORIZED BY 5410 AGREEMENT OR Bf DBM IN wRmT1c. � BENSON ROAD TOWNHO(JSES - SANITARY SEWER APB D WATER PLAN f L SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST � � �� � ��_ � \ W PVK �G• E 5 CO GV�\ER� W � D Nc Rg PN Nom\ t ^�' N\ ��' � � ��' \ O � �+ \ L - — f m\ � \ � S; SS CO #1 \ _ 'A _ WITHIN 3' OF FOUNDATION - - -�- AND MATCH GRADE � � -� TOP= 208.00 '� � IE =6" PVC W= 200.00 � � ��` , s= 2oo.10 � ., I, \ 10 ', .� S I ,' � \ � 2 \�� EXISTING SS MH 48" CONC \ '� RIM = 198.2' \ IE 8" CONC 5 =190.4 f ', IE 8" CONC N =190.5 ___w IE 6" PVC SE =192.0 28 LF 6�' PVC J \ �\ _ \ Zo O SS CO #2 _ - TOP= 208.00 AND MATCH GRADE \ 6" IE= 204.10 INSTlILG S��STORZ ADAPTOR ON EXI57 /NG FIRE HyDRA�T f ER z't) -�� v� ¢\ � .- BM IS TOP CENTER BOLT ON HYDRANT AT NW CORNER OF \ EAGLE RIDGE. ELV= 208.64 (NOTE 4) � -21 soo �= 2oa.25 ,, 4 �= 21.8.00 '6= 2Q9.25 FF= 2,8.00 ``. FB= 2Q9.25 O FF =21 ! FB =21 >l �' :/e /, /� �_ �. / `lJ ' _ � �._. za z ,(� . + 19'1/6" D.I. NEW 5' CONC. SIDEWALK ADJACENT TO EXISTING CURB AND GUTTER. '� 1.5" SERVICES AND METER; INSTALLED BY CITY WATER DEPARTMENT ,e CREWS( IN R/W AT PROPERTY LINE) (i�l - SNS ?9 LL pRv ON ORoPERTy ssOE of � r i.5° COPPER PIPE INSTALLED BY CITY WATER CREWS. STA. 1 +44 28' LEFT FIRE HYDRANT W'ET -TAP EXISTING 8° D.I. MAIN FOR NEW 6” D.I. HYD. ASSEMBLY. HYD. ASSEMBLY AS PER CITY OF RETON DETAIL (BR24). NOTE: CONTRACTOR SHALL RETROFIT EXISTING FIRE HYDRANT AND INSTALL ON PROPOSED FIRE HYDRANT 5 -INCH STORTZ FITTING. .1����'1��'NC�' ASUl� V�'YAS' A F RECORD OF SURVEY - 8105149005 -SEA INC. ALL HORIZONTAL AND VERTICAL CONTROL INCLUDING BUT NOT LIMITED TO BEARINGS, LEGAL DESCRIPTIONS, ELEVATIONS, PROPERTY LINES, SITE NOTES AND EXISTING STRUCTURES HAVE BEEN OBTAINED FROM HALLIN AND ASSOCIATES SURVEY DATED 11/26/97. CURVE RADIUS LENGTH CHORD DELTA C -T 20.00' 38.21' 32.66' 109'27'49" C -2 170.05' 116.18' 113.93' 39'08'42" CHECK FOR COMPLIANCE TO THE' CITY OF RENTON STANDARDS P q�,,....,�..c✓T 7- lC�- 98 , C. �✓ - R�,IAA. FIRS D� 7/w198 DATE: DBM CONSULTING ENGINEERS 9� „�� .° "�„ CIVIL ENGINEERING, DESIGN, LAi�D PLANNING, >� .�,a SURVEYING, ENVIRONMENTAL SERVICES �.D;�,`8°� 502 167H AVENUE N.E. SUITE 312 AUBURN, WA. 98002 OFFlCE (253) 887 -0924 FAX (253) 887 -0925 � e /� /� C j? ; ,.�. - 2�s !J o / � w -?�2q o I Secc„ 0,,,�(�) �' V-� � I � '� G 'y 1 z 00 o� x N � ��� 4 ti �T�