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HomeMy WebLinkAbout3817-40 1 0 U i a 0 4 CL a 1 N O N J t U W a C 0 / / Q V N N 0 XC E a N O h 8 N O DO U rh No t • I�ili1 1 =0=&%■ v PE , _-a-- 11 --I I i I I 7 V100412 T. CU mllm�!Iff M Ems% -` F 4" -- — _ IN T L 2. 0' R. .P D=113 0 I I A 1 -- _ Y' UNG, --U-T` LlJ 1ES P 0! _ 8 I R . P I I `i0 CO S _! UCTION-IIF f3�fi —-IC01r11P X I I I ENOASL 114 CIONCRE'TE. j i 120+00 121+00 122+00 123+00 124+00 125+00 LINE "DZ - 4A" NOTE: FONTANA WATER COMPANY TO PROVIDE 1' MIN. BETWEEN WATERLINE do STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DESCRESSION. SEE ENCASEMENT DETAIL ON SHEET 6. SANTA ANA AVENUE I EX. EDGE OF PAVEMENT I I I I I EX. R/W I � I � - EX. R/W 255-081-53 I 255-081-39 I 255-081-53 255-0 - 81 03 I EX. SEWER MANHOLE PER DWG NO 2042 R.W. ( I ' �I " 11 EX. 30" VCP SEWER EX. R/W EX. 20 A.C. DWY. OF STREET 1 EX. EDGE OF PAVEMENT ____ ___ 54 SD LINE PER DWG NO 2042 I 54" SD LINE PER SHEET 8 THIS PLAN w 1 I 18 I SHEET 5 I 6 84" SD LINE PER STA. 125+22.94 Z 00 381>� 4 - 1 _ - W to Ln N — 4 ��_ Q W W=NO0Mr49"E�_ — �- — — — i ��+�0 — 123+ —7-7 _1_ — �. — — — — — - _ _ _ =0 �(_ w ,_ 05 a�---------�-- -- -_ .. --,��-----------�___ -�M -��-- I-- ,� i 4 �> w, STA. 125+40.30 END w� L1.1 W UJ O CYPRESS AVENUE OF INTERIM CONDITON Sq PER DWG. N0. W '^ � ! I 1 I I XISTING PIPS-Af1Q _ _ _ '_ >> V, EX. R/W STA. 121+30.48 1 EXISTIN EX. R/W 1 STA. 124+31.32 REMOHEADWAITO BE PROPOSED I EX. 17' CONC. DWY. I R. ((ll R.W. EX. EDGE OF PAVEMENT I I EX. 14 DIRT DWY. I TRACT NO. . 124+92.58 £ EXISTING VALVE AND EX. WATER METER @-'-'-A " IWATERLINE TO BE 255-091-58 255-091-38 1=48" B 2= , C=7.0 ; f \ RELOCATED 16678-1 D1=48 , D2=48 I I I 1 I4 LATERAL "3" I SEE PROFILE 1 4 I 6' ! I ON SHEET 6 I I I ULT. R/ 1 I R • POSED S' 60" SD LINE PER R.W. SHEET 5 THIS PLAN SANTA ANA AVENUE GRAPHIC SCALE SEE SHEET 5c 14 40 0 20 40 80 1 E>�c i2-;:___!: Z I 1 K3 / SCALE 1" a 40' � O DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Ca �O G 0 c No.23M � E*. 12-31-05 °l\ Civil. 3 ar ■■■� EMIR 10+00 10+00 INSTALL 9. 1101" w HORIZ. PROFILE 1" = 40' SCALE: VERT. SCALE: 1 " = 4' STD. DETAIL 131 ® INSTALL 48" R.C.P (D=1350) © SAW—CUT AND REMOVE EXISTING A.C. PAVEMENT PER CITY OF FONTANA STD. DETAIL 131 10 CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD PLAN 322-1. DETAIL ON SHEET 10 ® CONSTRUCT 4 1/2" MIN. AC. PAVEMENT ■ 95% COMPACTED SUBGRADE. © CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE — ■ '■■■_ONES 1 No ■■■■■■■ ■ M_ M_ 7 V100412 T. CU mllm�!Iff M Ems% -` F 4" -- — _ IN T L 2. 0' R. .P D=113 0 I I A 1 -- _ Y' UNG, --U-T` LlJ 1ES P 0! _ 8 I R . P I I `i0 CO S _! UCTION-IIF f3�fi —-IC01r11P X I I I ENOASL 114 CIONCRE'TE. j i 120+00 121+00 122+00 123+00 124+00 125+00 LINE "DZ - 4A" NOTE: FONTANA WATER COMPANY TO PROVIDE 1' MIN. BETWEEN WATERLINE do STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DESCRESSION. SEE ENCASEMENT DETAIL ON SHEET 6. SANTA ANA AVENUE I EX. EDGE OF PAVEMENT I I I I I EX. R/W I � I � - EX. R/W 255-081-53 I 255-081-39 I 255-081-53 255-0 - 81 03 I EX. SEWER MANHOLE PER DWG NO 2042 R.W. ( I ' �I " 11 EX. 30" VCP SEWER EX. R/W EX. 20 A.C. DWY. OF STREET 1 EX. EDGE OF PAVEMENT ____ ___ 54 SD LINE PER DWG NO 2042 I 54" SD LINE PER SHEET 8 THIS PLAN w 1 I 18 I SHEET 5 I 6 84" SD LINE PER STA. 125+22.94 Z 00 381>� 4 - 1 _ - W to Ln N — 4 ��_ Q W W=NO0Mr49"E�_ — �- — — — i ��+�0 — 123+ —7-7 _1_ — �. — — — — — - _ _ _ =0 �(_ w ,_ 05 a�---------�-- -- -_ .. --,��-----------�___ -�M -��-- I-- ,� i 4 �> w, STA. 125+40.30 END w� L1.1 W UJ O CYPRESS AVENUE OF INTERIM CONDITON Sq PER DWG. N0. W '^ � ! I 1 I I XISTING PIPS-Af1Q _ _ _ '_ >> V, EX. R/W STA. 121+30.48 1 EXISTIN EX. R/W 1 STA. 124+31.32 REMOHEADWAITO BE PROPOSED I EX. 17' CONC. DWY. I R. ((ll R.W. EX. EDGE OF PAVEMENT I I EX. 14 DIRT DWY. I TRACT NO. . 124+92.58 £ EXISTING VALVE AND EX. WATER METER @-'-'-A " IWATERLINE TO BE 255-091-58 255-091-38 1=48" B 2= , C=7.0 ; f \ RELOCATED 16678-1 D1=48 , D2=48 I I I 1 I4 LATERAL "3" I SEE PROFILE 1 4 I 6' ! I ON SHEET 6 I I I ULT. R/ 1 I R • POSED S' 60" SD LINE PER R.W. SHEET 5 THIS PLAN SANTA ANA AVENUE GRAPHIC SCALE SEE SHEET 5c 14 40 0 20 40 80 1 E>�c i2-;:___!: Z I 1 K3 / SCALE 1" a 40' � O DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Ca �O G 0 c No.23M � E*. 12-31-05 °l\ Civil. 3 ar ■■■� EMIR 10+00 10+00 INSTALL 9. 1101" w HORIZ. PROFILE 1" = 40' SCALE: VERT. SCALE: 1 " = 4' CONSTRUCTION NOTES 10 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1. SEE DETAIL ON SHT. 11 2� TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL 131 ® INSTALL 48" R.C.P (D=1350) © SAW—CUT AND REMOVE EXISTING A.C. PAVEMENT PER CITY OF FONTANA STD. DETAIL 131 10 CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD PLAN 322-1. DETAIL ON SHEET 10 ® CONSTRUCT 4 1/2" MIN. AC. PAVEMENT OVER 12" MIN. OF 95% COMPACTED SUBGRADE. © CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE — TYPE "B" PER DETAIL ON SHEET 6 Prepared Under The Supervision Of : Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 h. 951) 7 - 40 Fax (951) 736-5292 DOUGaS N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE C ITY O F FO NTANA, CALI FO R N IA TRACT No. 16678-1, —29 —3 & 16678 DRAWN BY: STORM DRAT E P SCAUE 1 "- — 40' INTERIM CONDRION DESIGNED BY: - -7 PLAN AW PROFlLE DATE: U "D - 1 &2 MAY, 2005 CHECKED BY: AP VED BY - DRAWING 3817 Z