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(', l�0 145 3. 12.5 7V SF-C-1710N of ROADWAY w,t,, z, A 15%9.4.1 1. le! A5ack Fill ;6 -ow OV o Course Grave / o a4 %. emc-rioN of C)py P_ 0C_ K WELL tit -0 11 10 19 a 7 6 5 4 3 I I S 0 0 0 6 NOTE 0 -,too NO V11 58(6-00 Qj 12-acidway to be F H.A. -type 25 ft.w1cle vr iib rolled curb. Plcmf mix-. 2"Cruishqd rock or 15 gravel bQ51- •Plant mix Surface. Ze,-4er to be 4S" Concrete bevver pipc. 0 ,-,x M.H. eA '-IS -5 +a excicV grQde with cement joints. vveye I '00 ft, 0 12 13 14 15 16 17 18 19 20 21 21? a 0 212 ZI 535 0 V, 5 be prov�ded foy Water rndjn5 to Vicive "cover below ct.4 \0 0 grode. SS -d manbol' 5z Manholes to be Standard 144- 2. 59.45 So Drainage In leis to b�e 5fondav-4 inlets N. FE GTH_ A"A111111111 AQ11111110A -4 U. COT g Gaiter concrete tr connected +c, Dry rock weUs.1 6-7 -el woter PIPe 70r,,' br��Ote�l pip. 15evver ptpe- Dry rock wells 5ball have a mini P5. .74I7,1p1r.% Ps. 5.!F7S% Inv. -570,51 Z4.5' a"P. S 5.57M/7, Gufter-0 DryRocki Ill 4 Gutter --? 5 52 Jz Hydrants io bethe Cit' of Renton 5-C 71, a 19 , I , � — � ­5q, � I Y A F4 41 > A 1z I 1 10 9 a 7 G 3 P_ 0 11 10 9 a 7 4 UL 2 95 M5 S 0W 12v. 21 ;01 a,, P. S. Ces T -F-97 Z,147. IRS. 65.P% V., 10fl-Ecsernen+ It ', 1 11 1 n.. P V. 9s a Zee, 81, A-k 512, 8 T — s _T lu ILI 13 14. 1 ro 17 18 19 go 21 22 91 D is 14. Is 16 17 16 19 20 21 Z2 23 24 PAA 'Z Q 0 55 52 ST 8. _;ckWell vim 107 6 Tx S r P, E- T N.E. - E 191� JIM Guffe� -7 41, 5tee l Water Pipe r". .2 1 . - - - -N I , -7/0- 4.. Steet, Water pipe 0— wit A I A, 1 1 1 A I CONT1W"O L t_M6114EEA W- OMPANY* CIVIL EMINEm & LA*o w • 320 - 2No & CHRAFtY 6LE4. SEATTLE PLAN Paving -3ewer-Wafer ' Pp-E51DENT PA 2K SCALE 50' DRAWN BY my FILE NO. BOOK NO.