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Int. Valpico & Leeward Int. Valpico & Hillview <br />Sta.16+34.70 Valpico Rd. Sta.4+60.02 Valpico Rd. <br />Sta.0+00 Leeward Way Sta.0+00 Hillview St. ICL <br />— ^ IW W <br />VALPICO ROAD <br />16+85 1 FH <br />1 1 10+33 0+55 4+20 II Remove temporary <br />Install Fire Hydrant, laterals Remove Existing j I II blow off and Connect <br />and 6" ate valve on existing II Q I t0 existingtee. <br />9 9 I Blowoff & Install ra <br />tee. (Typical of 7) 1 w Install 8"Dia.x10 L.F. <br />C Fire Hydrant, Lateral <br />1 FH and Valve. (Typical of 2) j I� Q Alt. Pipe w/8" Gate <br />1 0+5o I Mon. Box �{ Valve & Fittings as <br />Mon. Box — HILLVIEW CT. 1 Sto.5+48.97 Hillview St. <br />Sta.5+24.73 Leeward Way I f-- 'zf\ Sta.0+00 Hillview Ct. / I LLI \ required. <br />a Sta.0+00 Leeward Ct.I IFEwARD Cr FH LiJ <br />o l FH FH <br />o f 0+50 i Existing 8" I <br /><1 1 Water Main I \ <br />PARK PL. Limits of system — — — — <br />to be tested and ��v U 1 I i 1 <br />disinfected w INTERCONNECT: <br />diiftd <br />__- ---- 'i SEE SHEET 2 I > <br />I J <br />FH = I <br />10+02 I I U I <br />I I <br />---------� <br />�I 1 R / L--------------- <br />-----1 I 0!w I <br />RINAURO CT.I — U COD <br />q <br />I WAY <br />_ & -— 8w -------- ----�� +LI--------------- Sw ----- <br />I <br />1 I 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />I I <br />I I <br />20' Easement <br />PLAN (Leeward Way Intertie) <br />I BATES ROAD NOT TO SCALE <br />I-------------------------------- <br />I <br />z¢ <br />BATES CT. <br />I � <br />N <br />I <br />it <br />4 1 U <br />O 1 <br />a' I <br />Int. Fairoaks & Traina <br />Sto.0+30.85 Fairoaks Rd. <br />Sta.0+00 Traina Ct. <br />FAIROAKS ROAD INTERCONNECT: <br />SEE SHEET 3 <br />VALPICO RD. <br />FH <br />LH+�H <br />1Int. Traina & Orazio Remove 2 temporary blowoffs and <br />Sta.5+84.48 Traina Ct. interconnect existing mains. Install810,Sta.6+74.76 Orazio Ln. 8"Dia.W;L.F. Alt. Pipe w/8" gate valveand fittings as required.ZZ — Limits of system to <br />` COURT be tested and disinfected <br />— --- ----- Concrete inlet structure <br />FH <br />\ Install Fire Hydrant & Lateral � 10+64t � /J <br />\1 ` on existing 6 Gate Valve. R/W — — _ -- R/W— -- <br />``/�` (Typical of 4) — — <br />C.B. <br />V 15' 8"W ------------ I ..... LEGEND -- - ---- - L-- - - - -- C HILLVIEW STREET - - <br />5' <br />Existing Water Lines ----- EP-------------------------------------- 1 <br />R/W R/W <br />Denotes Fire Hydrant (with stationing) to be <br />=FH installed under this Contract. 1 <br />10+33 See sheet 4 for fire hydrant detail. <br />GENERAL PLAN <br />NOT TO SCALE: PLAN (Hillview St. Intertie) <br />NOT TO SCALE <br />N <br />Z <br />O <br />to <br />Li DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP ROVED DATE SHEET TOTAL <br />J.C. White 8/14/92 T7 t SCALE: As Shown LOCATION MAP & PLANS FAIROAKS WATER SYSTEM NO. SHEETS <br />P��°/9Z �✓J/Z�/fZ md,�,,: /,,,,, �� ��, COUNTY OF SAN JOAQUIN INTERCONNECTS PHASE 1 2 4 <br />FILE NAME DRAWER SHEET N0. ACAD <br />D:\FOWSI\SH EET2 <br />