Loading...
HomeMy WebLinkAbout2444-3t WATER LATERAL LOCATXM TRACT NO. LOT PROPOSED STATION AS BUILT STATION 14572 L 2 L 14+28 14 + 5(p•7 (2)—CONSTRUCT 3 14+79 1 > } 0'7.7 4O ---CONSTRUCT 4 15+ 15 + 59-07 a --CONSTRUCT 5 15+85 ice + It. y 6a --CONSTRUCT 6 16+58 1(0+ (05.S O—CONSTRUCT 7 17+1 1'1 } I11.7 8a—CONSTRUCT 13 16+77 11+cc&. Z. (2> --CONSTRUCT 14 15+97 Ito + So @_REMOVE BLIND 15 15+18 15+46-6 &—CONSTRUCT 16 14+37 144 -cog -40 @—CONSTRUCT 17 13+55 13 95. 4- @—PROVIDE 2" 18 12+85 13 4- ►3.7 19 12+46 I2 + 51.5 20 10+24 t o + to. 4- 21 9+98 +015.6 27 9+67 14- 33.3 28 10+17 to 4 21.3 29 10+71 to A- 42.9 30 10+78 to + 8 I. s 31 10+91 l © 4- 97. 32 11+45 it +52 .2. 33 11+82 t2 + 09, 3 34- t2+ 29.1 11 t4-�0Ls O CONSTRUCTION NOTES: H 8 N L ~ U (._._CONSTRUCT 8" I.D. STEEL PIPE CML & C PER �v CITY OF FONTANA STD. SPECIFICATIONS. @--CONSTRUCT 8" GATE VALVE PER STD. DWG. # W109. (2)—CONSTRUCT 8" TEE. 4O ---CONSTRUCT 8" X 90• ELBOW. a --CONSTRUCT THRUST BLOCK PER STD. DWG. # W106, W107. 6a --CONSTRUCT 1" AIR/VACUUM RELEASE VALVE PER STD. DWG. # W117. O—CONSTRUCT 1" SERVICE LINE PER STD. DWG. # W126. 8a—CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112. (2> --CONSTRUCT 8" FLANGE AND BLIND FLANGE. @_REMOVE BLIND FLANGE, THRUST BLOCK AND JOIN. &—CONSTRUCT 8" X 11-1/4* ELBOW. @—CONSTRUCT 8" ELBOW, ANGLE AS SPECIFIED. @—PROVIDE 2" TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION PIPELINE. 42" MINI COVER . t• / 5 QR�FES SI- n RECOMMENDED FOR APPROVAL -WATER ONLY w ~ No.35275 = KRIEGER dt STEWART, INC. * EXP.9/30/91 civi QF CAsow-?7 j "I�EGoRD D�tAwNGf" TR. 14'S �%2 R.C.E. 220SU DATE: REVISIONS PROP09ED i FI U 12+00 w.jm ROOM n+oo 10+00 s+oo Y�A doi!V ,r— EC r^ (l�UU� sHEET �. e The Consulting Grou 6 Morgan, Su/te 100 lrvino, Callfomla 92618 (714)587-3012 FAX (714)472-3176 PREP ED UN'D THE SUPERVISION OF: DATE APP PROV DATE TAOMA9 A. FR.C.E. 35279 STA. 10+11.94 FIRE HYDRANT ASSEM130 29 VT \ \ � GRAPHIC SCALE 3 �" w • s w �e no V i w IN FEET 0 U- 1 inch = 40 R. 8 " CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT oRnwri �r WATER IMPROVEMENT PLANS Ste; �w Nava scow o� � e�uNsw�c ORR HORZ.: 1•_,09 DESIGNED BY PLAN AND PROFILE VERT.: 1* =8' SES �, g+50.00 STA. 17+37.82 CHECKED BY �TO DATE: TAP TRACT N0. 14572 2/2e/97 _ _9,� JOB N0. PROS L���� 3//b/47 DR. N0. SHT. N0. ATE: JAE3 CITY ENGINEER R.C.E. z Jiz s 2�f�"+ 30F 8 0 CURVE - DATA DELTA RADIUS LENGTH TANGENT 55024'00" A154'40'27" 427.00' 412.87' 224.18' B 00'43'32" 427.00' 5.41' 2.70' C 427.00' 407.46' 220.74' QR�FES SI- n RECOMMENDED FOR APPROVAL -WATER ONLY w ~ No.35275 = KRIEGER dt STEWART, INC. * EXP.9/30/91 civi QF CAsow-?7 j "I�EGoRD D�tAwNGf" TR. 14'S �%2 R.C.E. 220SU DATE: REVISIONS PROP09ED i FI U 12+00 w.jm ROOM n+oo 10+00 s+oo Y�A doi!V ,r— EC r^ (l�UU� sHEET �. e The Consulting Grou 6 Morgan, Su/te 100 lrvino, Callfomla 92618 (714)587-3012 FAX (714)472-3176 PREP ED UN'D THE SUPERVISION OF: DATE APP PROV DATE TAOMA9 A. FR.C.E. 35279 STA. 10+11.94 FIRE HYDRANT ASSEM130 29 VT \ \ � GRAPHIC SCALE 3 �" w • s w �e no V i w IN FEET 0 U- 1 inch = 40 R. 8 " CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT oRnwri �r WATER IMPROVEMENT PLANS Ste; �w Nava scow o� � e�uNsw�c ORR HORZ.: 1•_,09 DESIGNED BY PLAN AND PROFILE VERT.: 1* =8' SES �, g+50.00 STA. 17+37.82 CHECKED BY �TO DATE: TAP TRACT N0. 14572 2/2e/97 _ _9,� JOB N0. PROS L���� 3//b/47 DR. N0. SHT. N0. ATE: JAE3 CITY ENGINEER R.C.E. z Jiz s 2�f�"+ 30F 8 0