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Home My WebLink About4360-215 12 BER, ARDINO COUNTY__'� eo LANDFILL EXISTING 66" R.C.P, BASIS OF BEARINGS: BENCH MARK: REV THE BEARINGS SHOWN HEREON ARE SAN BERNARDINO COUNTY SURVEYOR B.M. BASED ON THE CENTERLINE OF SPSN-00485 FOUND RAILROAD SPIKE IN COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERRA OF SURVEY BOOK 79 PAGE 6, RECORD AVENUE FROM HIGHLAND AVENUE, 30 FEET OF SURVEY, IN THE CITY OF FONTANA, EAST OF THE C/L OF SIERRA AVENUE,-______ RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S CORNER OF YS BEFORE SAN BERNARDINO, STATE OF CALIFORNIA, SEC. 18, TIN, R 5 W, SBBM, FACING N/W. BEFORE DA YOU DIG YOU DIG ELEVATION = 1,815.971' TOLL FREE 1-800-227-2600 KNGVD 1929 FONTAND QUAD / 1980 ADJ.) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT <c W'fi> ID 1-3 "'k� L6 L6 o6 Le) c� c' i CDL. 14 C) CONSTRICT 118,83 L.F. i + 3 6 R Or P. 6-1500 Axa CON + c�' CONS -T. 4 .84 L.V., c, CONST. 3,?.07 L.F.i +1 CONST, 0.31k L.F.1 CONSiRU& 1 3 Lh 4 �,',PLACEDtEXTRA t 1 56" R.C.P! D-71506 �C.P� D- 15-0 6 36"�' R.C,'P� 1 5bO 1 i 'NDER THE PIPE. R.CA D-�11506 �6' CRETE U ... ....... Lo J j In 10+00 10+00 10+00 10+00 11+00 12+00 CONSTRUCTION NOTES: KES PARKWAY (D CONSTRUCT 24" R.G.P. D-2000, BEDDING PER CITY OF FONTANA STD. PLAN 1008. � L'A'"TE" A . . .... .... �2 to CONSTRUCT 36" R.C.P. D-1500, BEDDING PER CITY OF FONTANA STD. PLAN 1008. 93 :> ... . ... ... CONSTRUCT 66" R.C.P. D-1400 BEDDING PER CITY OF FONTANA STD. PLAN 1008. c1c (D 4 . .... - Q100410. FS C CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2, .. .... .... . �2 (D ___TjV=4.7 FPS W=PER PLAN, SEE DETAIL ON SHEET NO, 5. �GRA[)E�. , (D CONSTRUCT JUNCTION STRUCTURE PER A.P,W.A, STD. PLAN NO. 322-1. SEE SHEET NO. 4. SED m ISHED SURFAC 24 m -2 SEE ;z 00 M "j w CONSTRUCT JUNCTION STRUCTURE PER A.P,W,A. STD, PLAN NO. 331 cxa00 co cr) CL SHEET NO. 5. . .. .. ... .. ....... 7* :> + ... .. . ... .. a_ U') 7- 0 7-1 -3. SEE DETAIL CONSTRUCT CONCRETE COLLAR PER A.P,W.A. STD. PLAN NO. 380 'T id Q J2 ON SHEET NO. 6. 4 -64 _4� CONSTRUCT MONOLITHIC CONNECTION PER A.P.W.A. STD. PLAN NO. 308-1. 010 .„I . f .. f SEE DETAIL ON SHEET NO. 5� C114 14 REMOVE EXISTING CATCH BASIN AND 24” PIPE. CONNECT TO EXISTING 66" PIPE. -4. ..16 .. ..... 9b 4 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 15 3 �IN V, 1 4 CL co c) REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL12..j __j .... ....... ........... 4 ----------- -ts ON SHEET NO. LATERAL "A-3"' .. ........... 1, ... . ...... .... . 6�! ""SID, r PROP cry 1 PIPE CLOSURE PER S.B.C.F.C.D. FILE NO. S.P. 176A, SEE SHEET NO. 6, J7 20 CONSTRUCT 30" THICK 1/4 TON GROUTED RIP -RAP PER CALTRANS SPECIFICATIONS. n I i � � � ... ... ... . C" c 2�i. STA, 15+51.51 cc:" jc. V) CONSTRUCT HEAD WALL AND TRASH RACK PER CALTRANS STD. D86B AND APWA STD C-4 F cd _41 34' STA 1 5+5 1 ' 514 im-Lc 1E. F.C.C. I V PLAN 361-1 TRAPEZOIDAL OUTLET BARRIER. 1 54733 N 1541.33 INV < CONSTRUCT GRAVITY WALL PER DETAIL ON FIRST SHEET. t, " N 8 '57 E T" 7 7,, 4 N49'08'57"E 8 3 Ld ....... ... 2 7 S=O 00 0 84 7- t S=O�0040 CONSTRUCT 36%12" CUT-OFF WALL PER DETAIL ON FIRST SHEET. 0 20 0 4-0 80 120 (rx':! 24 i CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD, DWG. NO. 221-1. SEE SHEET NO, 6. 'J STRUCTURE DATA , li�ll ow I, 2_1.00'- MANGO 77-7 SCALE: 1 "-40' DESIGNED BY . . . ... ...... ... . ...... L AC 7HECKED BY. LINE 00 3 BAG HIGH HAIDQOK B. A HA N E N LINE A14+59.81 1 BAG HIGH_ GRAVEL, BAG BAG STD. PLAN NO. "5 1 cul =LOCATION LINE "A"/10+52.43 J 4 15 12 BER, ARDINO COUNTY__'� eo LANDFILL EXISTING 66" R.C.P, BASIS OF BEARINGS: BENCH MARK: REV THE BEARINGS SHOWN HEREON ARE SAN BERNARDINO COUNTY SURVEYOR B.M. BASED ON THE CENTERLINE OF SPSN-00485 FOUND RAILROAD SPIKE IN COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERRA OF SURVEY BOOK 79 PAGE 6, RECORD AVENUE FROM HIGHLAND AVENUE, 30 FEET OF SURVEY, IN THE CITY OF FONTANA, EAST OF THE C/L OF SIERRA AVENUE,-______ RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S CORNER OF YS BEFORE SAN BERNARDINO, STATE OF CALIFORNIA, SEC. 18, TIN, R 5 W, SBBM, FACING N/W. BEFORE DA YOU DIG YOU DIG ELEVATION = 1,815.971' TOLL FREE 1-800-227-2600 KNGVD 1929 FONTAND QUAD / 1980 ADJ.) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT <c W'fi> ID 1-3 "'k� L6 L6 o6 Le) c� c' i CDL. 14 C) CONSTRICT 118,83 L.F. i + 3 6 R Or P. 6-1500 Axa CON + c�' CONS -T. 4 .84 L.V., c, CONST. 3,?.07 L.F.i +1 CONST, 0.31k L.F.1 CONSiRU& 1 3 Lh 4 �,',PLACEDtEXTRA t 1 56" R.C.P! D-71506 �C.P� D- 15-0 6 36"�' R.C,'P� 1 5bO 1 i 'NDER THE PIPE. R.CA D-�11506 �6' CRETE U ... ....... Lo J j In 10+00 10+00 10+00 10+00 11+00 12+00 CONSTRUCTION NOTES: KES PARKWAY (D CONSTRUCT 24" R.G.P. D-2000, BEDDING PER CITY OF FONTANA STD. PLAN 1008. � L'A'"TE" A . . .... .... �2 to CONSTRUCT 36" R.C.P. D-1500, BEDDING PER CITY OF FONTANA STD. PLAN 1008. 93 :> ... . ... ... CONSTRUCT 66" R.C.P. D-1400 BEDDING PER CITY OF FONTANA STD. PLAN 1008. c1c (D 4 . .... - Q100410. FS C CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2, .. .... .... . �2 (D ___TjV=4.7 FPS W=PER PLAN, SEE DETAIL ON SHEET NO, 5. �GRA[)E�. , (D CONSTRUCT JUNCTION STRUCTURE PER A.P,W.A, STD. PLAN NO. 322-1. SEE SHEET NO. 4. SED m ISHED SURFAC 24 m -2 SEE ;z 00 M "j w CONSTRUCT JUNCTION STRUCTURE PER A.P,W,A. STD, PLAN NO. 331 cxa00 co cr) CL SHEET NO. 5. . .. .. ... .. ....... 7* :> + ... .. . ... .. a_ U') 7- 0 7-1 -3. SEE DETAIL CONSTRUCT CONCRETE COLLAR PER A.P,W.A. STD. PLAN NO. 380 'T id Q J2 ON SHEET NO. 6. 4 -64 _4� CONSTRUCT MONOLITHIC CONNECTION PER A.P.W.A. STD. PLAN NO. 308-1. 010 .„I . f .. f SEE DETAIL ON SHEET NO. 5� C114 14 REMOVE EXISTING CATCH BASIN AND 24” PIPE. CONNECT TO EXISTING 66" PIPE. -4. ..16 .. ..... 9b 4 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 15 3 �IN V, 1 4 CL co c) REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL12..j __j .... ....... ........... 4 ----------- -ts ON SHEET NO. LATERAL "A-3"' .. ........... 1, ... . ...... .... . 6�! ""SID, r PROP cry 1 PIPE CLOSURE PER S.B.C.F.C.D. FILE NO. S.P. 176A, SEE SHEET NO. 6, J7 20 CONSTRUCT 30" THICK 1/4 TON GROUTED RIP -RAP PER CALTRANS SPECIFICATIONS. n I i � � � ... ... ... . C" c 2�i. STA, 15+51.51 cc:" jc. V) CONSTRUCT HEAD WALL AND TRASH RACK PER CALTRANS STD. D86B AND APWA STD C-4 F cd _41 34' STA 1 5+5 1 ' 514 im-Lc 1E. F.C.C. I V PLAN 361-1 TRAPEZOIDAL OUTLET BARRIER. 1 54733 N 1541.33 INV < CONSTRUCT GRAVITY WALL PER DETAIL ON FIRST SHEET. t, " N 8 '57 E T" 7 7,, 4 N49'08'57"E 8 3 Ld ....... ... 2 7 S=O 00 0 84 7- t S=O�0040 CONSTRUCT 36%12" CUT-OFF WALL PER DETAIL ON FIRST SHEET. 0 20 0 4-0 80 120 (rx':! 24 i CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD, DWG. NO. 221-1. SEE SHEET NO, 6. 'J Doll, 12 Ow I BAG HIGH FLOW LINE SAND BAGS SECTION H -H JUNCTION STRUCTURE DATA , li�ll ow I, 2_1.00'- MANGO AVENUE O.5L SCALE: 1 "-40' DESIGNED BY BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � '�r \ C / V L AC 7HECKED BY. LINE 00 3 BAG HIGH HAIDQOK B. A HA N E N LINE A14+59.81 1 BAG HIGH_ GRAVEL, BAG BAG STD. PLAN NO. "5 1 cul Doll, 12 Ow I BAG HIGH FLOW LINE SAND BAGS SECTION H -H JUNCTION STRUCTURE DATA PER A,P.W.A. STD. PLAN NO. 322-1 Prepared Under The Supervision Of DESIGNED BY BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � '�r \ C / V e AC 7HECKED BY. LINE 00 i HAIDQOK B. A HA N E N LINE A14+59.81 G PER A.P.W.A. STD. PLAN NO. 331-2 =LOCATION LINE "A"/10+52.43 NTS SECTION"A-A" LAT "A-,3"/10+80.71 45'00'00" 24" 2.50' 36" 1117,111ougag� ml GRAVEL BAG DETAIL NTS ,�OFESS q1;7601h7q' ft. C&M ENGINEERING e LAND SURVEnNG g 14J4,9 FIRESTONE BOULEVARD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT LA MIRADA, CALIFORN14 9008 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PH.(714)521-4811 FAX(714)521-4173 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, d. AC THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO R.C.E. NO, 43293 0_�A Exp. 3-31- 10 Prepared Under The Supervision Of DESIGNED BY BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � '�r \ C / V e AC 7HECKED BY. Of' c NO i HAIDQOK B. A HA N E N �Ll HIA 1 —