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HomeMy WebLinkAbout4283-2k INT. 10+00.00 = STA. 38+13.90 HEMLOCK AVENUE SEE RIGHT I' j I 1 168' TI1ACT\80UNDARY DRAWN BY: Q1 -CONSTRUCT 6" CURB GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 22 CONSTRUCTA-GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 (W=8') f N zs�Q: iQ 33 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. I �o Q W m 13'37'39" o PLAN NO. 1003 - �' I OM 190.28' 95.59' 4a CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 55 CONSTRUCT 4 1/2M MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL 13'37'39" 4 8 93.44' &2 II� EXIST IMPR 4T'S 112.00' I I I 47 PER TR.`j16046-1 212'31'14" N) 08 4�i TC 10 CITY OF FONTANA, CALIFORNIA i _ 07.82 FL-_,. DWG. NO. SHEET q — - -�, i I'x. I. 2 I tt)- 'ST. LIGHT r STREET LIGHT '} 12 ON LOT LINES 'X & 7 ; y 't I I p eC 11 � A EXIST. R/ -W I II 3 - rl : I `���.1 I � �I 37+60A0 BCR JOIN EX. !C & 68' Doll 34 34 !-L' HEMLOCK AVENUE SEE RIGHT Underground Service Alert OEFORE roG Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OWNER /DEVELOPER: NEWWEST HOME 10 _ PROP. R/W a 5 C _. LO N — M, f +� 3 _ 00 2,1 0 2:1 1 15' n CONIC A, al I 10+57.00 BCR DRP VCW,4y' AA10 BASIAl nroT &r/GT � JSAP ING AN { CATCf/ BAS/l�/ QAMD PIPE Nor Bcr��T SCALE: 1"= 40' / 0 20' 40' 80' 120' 160' BENCHMARK: REV. REVISION DESCRIPTION CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF 450 NEWPORT CENTER DRIVE, SUITE 480 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG NEWPORT BEACH, CA 92660 HIGHLAND AVE. FROM SIERRA AVE. (949) 640-6420 * FAX: (949) 640-9310 ELEV.= 1428.6090 X tl Il,'f ZL H UA X o DRAWN BY: Q1 -CONSTRUCT 6" CURB GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 22 CONSTRUCTA-GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 (W=8') f N zs�Q: iQ 33 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. I �o Q W m 13'37'39" o PLAN NO. 1003 - �' I OM 190.28' 95.59' 4a CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 55 CONSTRUCT 4 1/2M MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL 13'37'39" 4 8 93.44' &2 6 - SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT PER CITY OF 112.00' �( 14 . RECORD DRAWING I 212'31'14" N) 08 4�i TC 9r REMOVE EXISTING 8" CURB & GUTTER 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO CITY OF FONTANA STD. PLAN NO. 1003) CITY OF FONTANA, CALIFORNIA LINE F SIGHT _ 07.82 FL-_,. DWG. NO. SHEET q — N ITY ENGINEER: RICARDO SANDOVAL. R.C.E. 51152 4283 i V * r STREET LIGHT '} 12 ON LOT LINES 'X & 7 ; � JSAP ING AN { CATCf/ BAS/l�/ QAMD PIPE Nor Bcr��T SCALE: 1"= 40' / 0 20' 40' 80' 120' 160' BENCHMARK: REV. REVISION DESCRIPTION CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF 450 NEWPORT CENTER DRIVE, SUITE 480 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG NEWPORT BEACH, CA 92660 HIGHLAND AVE. FROM SIERRA AVE. (949) 640-6420 * FAX: (949) 640-9310 ELEV.= 1428.6090 X tl Il,'f ZL H UA X o DRAWN BY: Q1 -CONSTRUCT 6" CURB GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 22 CONSTRUCTA-GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 (W=8') 1420 N zs�Q: iQ 33 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. I �o Q W m 13'37'39" o PLAN NO. 1003 - �' I OM 190.28' 95.59' 4a CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 55 CONSTRUCT 4 1/2M MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL 13'37'39" 4 8 93.44' HO 6 - SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT PER CITY OF 112.00' �( 14 . RECORD DRAWING I 212'31'14" N) 08 4�i TC 9r REMOVE EXISTING 8" CURB & GUTTER 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO CITY OF FONTANA STD. PLAN NO. 1003) CITY OF FONTANA, CALIFORNIA LINE F SIGHT _ 07.82 FL-_,. DWG. NO. SHEET q — N ITY ENGINEER: RICARDO SANDOVAL. R.C.E. 51152 4283 i V * r STREET LIGHT ON LOT LINES 'X _ — LXhNG S DEWALK J y 't o'. W Z PROP. RW CONSTRUCTI"�S N NOTE' `), / r . o 7 a #4 BARS 11 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO CITY OF FONTANA STD. PLAN NO. 4003) A.C. PA NGINSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER CITY OF FONTANA STD. PLAN NO. 404 �la3REMOVE EXISTING SIDEWALK 14 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 15 REMOVE EXISTING A.C. PAVEMENT d_ 16 REMOVE EXISTING WROUGHT IRON FENCE 17 ° APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D 18 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PSR CALTRANS STD. PLAN NO. A24E ° ° ¢ 19 REMOVE EXISTING DRIVEWAY AND REPLACE' WITH 8 .'CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 (8" C.F.) 3" CLEAR1 6" 0 EMOVE EXISTING WATER METER Q 21 R MOVE EXISTING GAS SERVICE IN TALL 8" D.I.P. (CL 150) DRAIN PIPE ® 0.50% CU GUTTER REINFORCING DE IL NSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN N0.3004 (OMIT LOCAL PRESSION, FOR NUISANCE FLOWS ONLY) INFORCE CURB & GUTTER PER DETAIL HEREON NOT TO SCALE ONSTRUCT PARKWAY DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001 REINFORCE CURB & GUTTER FROM STA. 10+60.00 (MODIFY ANGLE TO 45') (SIZE 1) TO STA. 10+72.00 (BOTH SIDEa DATE I AGR. CITY DATE I SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS RQFESS/p NOT COMMENCE WITH:H TWO YEARS OF THE DATE OF �o o a. s�ql APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE ti m REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317 '�' yF Exp. . 12/31 /07 CONFORMANCE WITH CONDITIONS AND STANDARDS INs9TF CIVI EFFECT. pF CA1 W / f. QST: ST. LIGHT LINE OF SIGHT EXIST. R/W CURVE DATA M OCK 0 DELTA RADIUS LENGTH TANGENT _UAVAO 90100'00" 35.00' 54.98' 35.00' © 09'23'32" 782.00' 128.19' 64.24' N © 09'23'32" 800.00' 131.14' 65.72 DO 09'23'32" 818.00' 134.09' 67.20' E 13'37'39" 818 00' 194 56' 97 74' CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E DRAWN BY: Q1 -CONSTRUCT 6" CURB GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 22 CONSTRUCTA-GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 (W=8') SCALE: (951) 785-5122 * FAX (951) 785-5180 iQ 33 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. I �o Q W m 13'37'39" o PLAN NO. 1003 - �' I OM 190.28' 95.59' 4a CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 55 CONSTRUCT 4 1/2M MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL 13'37'39" 782.00' 8 93.44' HO 6 - SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT PER CITY OF 112.00' 31.79' FONTANA STD. PLAN NO. 1008 AND PER DETAIL ON SHEET 1 - 77 - INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. PLAN NO. 4003 I 212'31'14" 38.00' 9r REMOVE EXISTING 8" CURB & GUTTER 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO CITY OF FONTANA STD. PLAN NO. 1003) a #4 BARS 11 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO CITY OF FONTANA STD. PLAN NO. 4003) A.C. PA NGINSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER CITY OF FONTANA STD. PLAN NO. 404 �la3REMOVE EXISTING SIDEWALK 14 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 15 REMOVE EXISTING A.C. PAVEMENT d_ 16 REMOVE EXISTING WROUGHT IRON FENCE 17 ° APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D 18 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PSR CALTRANS STD. PLAN NO. A24E ° ° ¢ 19 REMOVE EXISTING DRIVEWAY AND REPLACE' WITH 8 .'CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 (8" C.F.) 3" CLEAR1 6" 0 EMOVE EXISTING WATER METER Q 21 R MOVE EXISTING GAS SERVICE IN TALL 8" D.I.P. (CL 150) DRAIN PIPE ® 0.50% CU GUTTER REINFORCING DE IL NSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN N0.3004 (OMIT LOCAL PRESSION, FOR NUISANCE FLOWS ONLY) INFORCE CURB & GUTTER PER DETAIL HEREON NOT TO SCALE ONSTRUCT PARKWAY DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001 REINFORCE CURB & GUTTER FROM STA. 10+60.00 (MODIFY ANGLE TO 45') (SIZE 1) TO STA. 10+72.00 (BOTH SIDEa DATE I AGR. CITY DATE I SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS RQFESS/p NOT COMMENCE WITH:H TWO YEARS OF THE DATE OF �o o a. s�ql APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE ti m REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317 '�' yF Exp. . 12/31 /07 CONFORMANCE WITH CONDITIONS AND STANDARDS INs9TF CIVI EFFECT. pF CA1 W / f. QST: ST. LIGHT LINE OF SIGHT EXIST. R/W CURVE DATA M OCK 0 DELTA RADIUS LENGTH TANGENT _UAVAO 90100'00" 35.00' 54.98' 35.00' © 09'23'32" 782.00' 128.19' 64.24' N © 09'23'32" 800.00' 131.14' 65.72 DO 09'23'32" 818.00' 134.09' 67.20' E 13'37'39" 818 00' 194 56' 97 74' CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DRAWN BY: TRACT 16243 SCALE: (951) 785-5122 * FAX (951) 785-5180 SE FO 13'37'39" 800.00' 190.28' 95.59' © 13'37'39" 782.00' 185.99' 93.44' HO 16'15'37" 112.00' 31.79' 16.00' I 212'31'14" 38.00' 140.95' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN RIVERSIDE, CALIFORNIA 92503 DRAWN BY: TRACT 16243 SCALE: (951) 785-5122 * FAX (951) 785-5180 SE 1 =40 SAPLING NE DESIGNED BY: DATE: PREPARED BY: R.C.E. NO. 25917 SE ' • KA�%AU E MAY, 2007 . EXP. 12/31/07) CHECKED BY APPRO ED BY , �� DWG. NO. SHEET S ATE: _e RICHARD A. SCIANNI JJL .1.1+1 ITY ENGINEER: RICARDO SANDOVAL. R.C.E. 51152 4283 2 OF 2 IA -7An /7An _n r1111n /n7 n n7 /r - An V1 /—rub iTu_0iN/_.vrvv/ va — z --r —vat u.—