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HomeMy WebLinkAbout1428-6CURES RET DA7A 4 = •90'58' 33" L - 3/. 76' SES' S14EE T O Q ; O "�.(0 CJ 9_14�� 39 o d ,30 " <<� o 3 8. 3 7 '� CUD o •� 0 82) 1 33 9 CURS RET DATA q S E. E S144EE 7- P_ 7_R o o ' W L I. 42 ' i z , (� W _ E 4 4 G� � 3.� o 42 43 �- �� � 20' zo' f2' ,�G �2 t�� d � 7 41 ' 2' G Q$� , P � �2�. J 7 ' 8 3. O 0 '--------------------- (� •�, �� X 9 G 9.00' 9.00'' .99' 69,06, 3 MONTGOMERYE. 9N 34 35 k (P,. 36 TYPICAL SECTION MONTGOMERY AVE . C R Q T L. �i /42.00 260-6"3 , /5" 32. 6 4' 6 �. /6' O/60.00' r u ffe-r � e r S d. No. /01 f G f s c CoC n r +• b o u � r 26-S3,1.0" .36. 77' 72.29' �z 176,001 26-s3' /5" 4o, 9/ 00013 Q, / 78.00' V- { 42.59 63.(0-1 413 160-00' 26054'41 " .38.28' 75,15 L32 / 42.00' 26°54' 41 " 33. 97' 6lo. 70' Consfrucf P. C.C. cross Guff er per l©� /42.00' /60/9' /3" 20.3' 4d. 45' jp /60.00' /60 19,13 2z.,34' 4s. 58' C2 1 /6° 19'13` 25.5"2' x'0.70' D, / 78. ✓D' 16" /4�,' 27' 32 _50_66' Do I /6 0.00 /6' 16' 27' 221.08 31 /4,?. oc? " /60 /6' 27' 20.30, 40.33' CQ � O. Q 1 SEE SHEET , CURB E2E7: 0A7'A d-= .90 "C)O'oo " R2C.C)O' T = Zo.oC>' O L= 31.42' R= 7-1 73 82) 1 33 9 CURS RET DATA q S E. E S144EE 7- P_ 7_R o o ' W L I. 42 ' i z , (� W _ E 4 4 G� � 3.� o 42 43 �- �� � 20' zo' f2' ,�G �2 t�� d � 7 41 ' 2' G Q$� , P � �2�. J 7 ' 8 3. O 0 '--------------------- (� •�, �� X 9 G 9.00' 9.00'' .99' 69,06, 3 MONTGOMERYE. 9N 34 35 k (P,. 36 TYPICAL SECTION MONTGOMERY AVE . C R Q T L. �i /42.00 260-6"3 , /5" 32. 6 4' 6 �. /6' O/60.00' r u ffe-r � e r S d. No. /01 f G f s c CoC n r +• b o u � r 26-S3,1.0" .36. 77' 72.29' �z 176,001 26-s3' /5" 4o, 9/ Q, / 78.00' 26°5¢'4/ " 42.59 63.(0-1 413 160-00' 26054'41 " .38.28' 75,15 L32 / 42.00' 26°54' 41 " 33. 97' 6lo. 70' Consfrucf P. C.C. cross Guff er per l©� /42.00' /60/9' /3" 20.3' 4d. 45' CO /60.00' /60 19,13 2z.,34' 4s. 58' C2 / 78.00' /6° 19'13` 25.5"2' x'0.70' D, / 78. ✓D' 16" /4�,' 27' 25. 45' _50_66' Do I /6 0.00 /6' 16' 27' 221.08 46.4 5' /4,?. oc? " /60 /6' 27' 20.30, 40.33' ISO t �. No, 28471 C; W. nv ra - ,... e z RIVERSIDE 8LUEi'FiINT - RIVERSIDE, CALIF. CMS ENGINEERING— Civil Engineers a Planners • Land Surveyors ' C ITY ' O F FONTANA, CALIFORNIA 5206 Benito Street,- Suite 202, Montclair, CA 91763, 714/625-7969 PUBLIC VORKS D Magma DRAWN BY ` SCALE PREPARED FOR: T- 5, 5DS DEVELOPMENT STREET P LAN S_. HOR1Z. �140' � - - , 206 BENITO ST,- SUITE 202 DESIGNED VERT-,�4 , MONTCLAIR, CA 91763�� CHECKED BY NO. 1338-8 DATE JOB N0.' OR. N0. SHT. NO. APPROVED RI ChOrd. V. C ostales, R-CE 28471. E x p, 3- 31•- 90 186062 G ITY ENGINEER R.G.E. 18932 1428 6 OF CONSTRUCTION NOTES � r u ffe-r � e r S d. No. /01 f G f s c CoC n r +• b o u � r gs. 0 0, Construo-l- Ramped Return per S+d. &to. 104-A i2 - O Cons+ruc-f- 4•" PC.C. Sr'dewalk per + 106--A m Consfrucf P. C.C. cross Guff er per l©� C N �'5 5 O coosfruc.4- 22 A. C. Pavement- over Compa c+ed na+iVe soil. 2 2 m W � O. Q SEE SHEET CURB E2E7: 0A7'A d-= .90 "C)O'oo " R2C.C)O' T = Zo.oC>' L= 31.42' ISO t �. No, 28471 C; W. nv ra - ,... e z RIVERSIDE 8LUEi'FiINT - RIVERSIDE, CALIF. CMS ENGINEERING— Civil Engineers a Planners • Land Surveyors ' C ITY ' O F FONTANA, CALIFORNIA 5206 Benito Street,- Suite 202, Montclair, CA 91763, 714/625-7969 PUBLIC VORKS D Magma DRAWN BY ` SCALE PREPARED FOR: T- 5, 5DS DEVELOPMENT STREET P LAN S_. HOR1Z. �140' � - - , 206 BENITO ST,- SUITE 202 DESIGNED VERT-,�4 , MONTCLAIR, CA 91763�� CHECKED BY NO. 1338-8 DATE JOB N0.' OR. N0. SHT. NO. APPROVED RI ChOrd. V. C ostales, R-CE 28471. E x p, 3- 31•- 90 186062 G ITY ENGINEER R.G.E. 18932 1428 6 OF