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HORIZ. 1 = 40 VERT. 1" = 4' i t ................ 4 .....4 .........,..........:......p ....... ......t ..(..• .. ... ...k ......a....... �.........., ... ...... .. ... .� ..E .. .. ..r .. .. .a ... a .. ... t ...... 3.. ,.. .) 1 ... £ ... a .. ... ... d. .3 ..... o ....i .... ......., ...............i... .......... 0+00 �� IMPRGW�i`��NT% WEIe� AGG4 �' DA wa G G �tK 1 714 "a ArPRDVED PLANS" � �•� I _ ae 60 14 � OF CAI�F EXISTING WATERLINE EXISTING STREET co 0 o LIGHT � cy 0+00.00 DATE COURT M.1-141 00 6+63.80 HARVEY DRIVE'------ RIVE PER PER COUNTY OF SAN BERNARDINO PLAN # 77 _ 100 z EXISTING FIRE HYDRANT °I w EXISTING 8" SEWER PER COUNTY OF SAN BERNARDINO PLAN # 77 100 1 0 � SMH 7+45.00 1330.07 TG, 1325.51 INV. 60' 0 40' 60' 80' 120' w 1 " = 40'-0" 1+00 2+00 �" - - T •- `+GARAG FRAME P.E.=32.4 P.E.=32.7 P.E.=33.5 P.E.=34.5 5 1 2 3 4 r ■llf' 15' PROPOSEDt 15' ► 15' �8" SEWER LINE -�� 15' ° i GRAPHIC SCALE Lij 3+00 4+00 5+00PROPOS�,D: 15WilIm i - r ,115 t 15, � PROPOSE 15' • 'U--)15 RAW 1 d 1 15' 14 P.E.=35.0 P.E.=35.9 13 � -' P.E.=36.9 P.E.=37.5 P.E. 7.9 12h P.E.=38.0 10 P.E.=39.0 j' 11 P.E.=38.2 CONSTRUCTION NOTES: O1 CONSTRUCT 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD.#125. JCONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER PIPE. O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD.#112. �4 CONSTRUCT 10" V.C.P. EXTRA STRENGTH SEWER PIPE. �7 CONSTRUCT CONCRETE ENCASEMENT TO PROTECT THE PIPE STA 0+02- STA 2+20.00. OINSTALL FLAT WYE LOT NO, GN "AS-BUI A FLOW INV A 1 0+79.13 NO 26.5 2 1+09.15 NO 26.58 3 1+99.20 NO 26.61 4 2+29.22 NO 27.06 5 3+1626 NO 28.43 6 3+46.26 NO 28.88 7 4+36.25 NO 30.24 8 4+66.25 NO 30.48 9 4+90.00 NO 30.90 10 4+93.00 N4 31.03 11 4+96.00 NO 31.15 12 4+87.00 NO 30.8 13 4+52.73 NO 30.4 14 4+22.73 NO 30.03 15 3+32.73 NO 28.7 16 3+02.73 NO 28.23 17 2+45.64 NO 27.04 14 13 � -' P.E.=36.9 P.E.=37.5 P.E. 7.9 12h P.E.=38.0 10 P.E.=39.0 j' 11 P.E.=38.2 CONSTRUCTION NOTES: O1 CONSTRUCT 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD.#125. JCONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER PIPE. O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD.#112. �4 CONSTRUCT 10" V.C.P. EXTRA STRENGTH SEWER PIPE. �7 CONSTRUCT CONCRETE ENCASEMENT TO PROTECT THE PIPE STA 0+02- STA 2+20.00. OINSTALL FLAT WYE LOT NO, GN "AS-BUI A FLOW INV A 1 0+79.13 NO 26.5 2 1+09.15 NO 26.58 3 1+99.20 NO 26.61 4 2+29.22 NO 27.06 5 3+1626 NO 28.43 6 3+46.26 NO 28.88 7 4+36.25 NO 30.24 8 4+66.25 NO 30.48 9 4+90.00 NO 30.90 10 4+93.00 N4 31.03 11 4+96.00 NO 31.15 12 4+87.00 NO 30.8 13 4+52.73 NO 30.4 14 4+22.73 NO 30.03 15 3+32.73 NO 28.7 16 3+02.73 NO 28.23 17 2+45.64 NO 27.04