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HomeMy WebLinkAboutSW Durham Rd - 108th to 113th Ave SECTION 15, T2S, R1W, W. M. Map 2S 1 15A CONSTRUCTION NOTES: • - 4 4 �.. ... t, 1. All work shall be in accordance with A.W.W.A. standards. � 3 2. All work will be performed by Tigard Water District personnel. /' z3 . , ligAill '' 3. 36" of 3/4" minus gravel cover'for all mains. 47 a' `eNm 4. O.S.B.H. bacteriological tests required. N . 5 --- 00 5. Main shall be tested at 150 psi for 1 hour with maximum loss of 5 psi. ,. M t. Static pressure = 100 psi. \ 3 0l 0 N 2 - MATERIAL LIST: v 12" TJDI pipe, Class 52 1,300 feet 12" MJ butterfly valve 2 each V 1G I H 1'I•I' MAP 12" MJ solid sleeve (L. o ) 1 each HIS 12" MJ x 8" P.E. reducer (if req'd) 1 each Fire hydrant assembly 1 each (12" MJ x 6" Flg tee) ( 6" Flg x MJ gate valve) ( 6" MJ x MJ holding spool) (Mueller fire hydrant) Culvert extension 20 feet (min.) Ck- BFRT E. SP'‘k // ` // / i/ L' hUMM[;RFI L.2 S� n4 / �'// I / GGrvD© M , I� IUMy ,1 N ic- ,, / ,, „„...,,, 24' 4-0.c, /; `---"—�/ I CY:V647 .S. :,r ArEC F1sA>•-✓, Y- // 1 ,�� M'cc£SS Aar' GX7£ND CU'L✓4aT'3C! 1 AT LEAS?' /O' 1 vl * ��� _, CV[VenT t' SAv FrvE4 YI J Pi-liNl,M n _ / �G'AC ��iC15 - -� I ,6.1 ,r1 . Z4, O� �1' ,.y., Jf1 ' x • i1 !/ ��/ - I — � — — % `"� - - -- 1 t _ 1 `• I a N P{?. lµ' ---. `~ lk , h MEA/i �F:'L� t4� - _ r — — GDrrNNE/i( (b rA _.. / PROPOSED ) ^ - S' 25' EASEMENT _ �- ' 1Z"xS'"GL-09", W/ 120 DI_ Q _ T /I" Vl. IN• f�(�L 121 aFJ/� J,7 EX/ST/N( /2"Di INh(PC,I. IZu P,FV VI /NSTRLL T. EY IGi( Z�x MJ, 4 �II EX/ST/N� B"1r.1. /VO?"E: (Yl 'O i — IF EX/5T/A/6 CROSS /5 - ���' r, XI 8" USE /2"x8" REDUCED -i �N[< I K%' `!� �I i TIGARD WATER DISTRICT i 1 8841 S W.COMMERCIAL STREET•TIGARD,OREGON 97223 1 700 1/300 /6 00 /500 1 BISHOP 1 LAW X.11+1 TELEPHONE (503)639.1554 1 I I �---'' —-- '----_- WATER PROJECT i I 1 /40o Robert E. Santee, P.E. Admmrsvator 1 1 Scale: 1,I= I00' 7 JHn( 198G r./'}'.'-vfi;ce