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HomeMy WebLinkAbout4979-6...., .,... p ...... .... .... .... LA - L f) J m o6 M n v r�-' L2 TG, !-7. g7Ln , m 4e ... U 4jCD .. pa ....,, ,....,.. p........p,........a...,...,p........p..,...,.a....,...,a Lq I n � 127u I '� L) .. 4 44- I Uj 00128,+ � I 129CO U") Ln m 0 _ 126 T I � I 1101'00'05" .......p_...,_y.._..,..p..,.....a.......p...,....g..-......y,...._.,... STREET LIGHT _...;........ 10'00'02" a, ..,,.:}.---- -,,...,..,. r.....,...........ti........,a.......,,.......... m a.......... ......a......,.:;.......:..i.....,.,,a.,......,,..,..,.,,.......,..i.........,a...,.... CURB RETURN ACCESS RAMP PER CITY STD, PLAN NO. 1003. p...,...a..,....p,......p..,.....a.........r...... C\1 .y 25.00' , t 4" P.C.C. SIDEWALK PER CITY i , ADJUST MANHOLE TO : ....} CONSTRUCT .., ..,.,.,.......,.p...,.,.,.......,.a.}....,..-.-.`.,-p`-,,-.-.-'.,-,..-a'",-.-..-,-..-.-` .,......... 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'•�'J CONSTRUCT ..,.,.,.....,.,p.,.,............. ..,.,.,.......,.p...,.,.,.......,.a.}....,..-.-.`.,-p`-,,-.-.-'.,-,..-a'",-.-..-,-..-.-` 12 ADJUST p, .-.-.-.-..-.-a .-..-..-.-..-y-" ..-.-.-.-..-.-,':t.- .-..-..pi-. .......z .... ..i ....,.......},.-.-.-..-.....,a. ...._. -.,.. .. .;..,.. .�.. FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 70.69' p................pa........,.....,.yp CONDOR AVE. -•.-----.....,...-.....,..... .... -- .....'.---............--,-._.. _, ......:..'; ........ .....n ... .}... ,y .......}...., r ..} y.. , ,.. } ...............p ......... .,..,,.,} .. ., .p .. ,. ....}. . ., ..,...p........ p.. ... .. 7p .�7 XOC �t 0 vu 115 C RE C AY all all I Am ly SEE SHEET 8 c-. LOCAL DEPRESSION DETAIL CASE "B" SCALE: 1 "=10' SCALE IN FEET 0 40 80 120 160 CONDOR AVENUE SEE SHEET 2 >� 8 7 RUEENDNE 1+39 90 A Ile +98.42 CONDOR AVENUE 8 l !_ 1■ i✓ !_ 1 1 v v 1� X 1 1 1_r% 1 'VL` RUDEEN LANE 1176" x CONDOR AVE. SEE SHEET 2 CN J J 0 LA - L f) J m o6 M n v r�-' L2 TG, !-7. g7Ln , m 4e ... U 4jCD 00 W� CLq 14 CCD CJ pa STREET NAME L Lq I n � 127u I '� L) CN 44- I Uj 00128,+ � I 129CO U") Ln m 0 _ 126 T I � I 1101'00'05" INSTALL STREET LIGHT 00 � 10'00'02" r j..... + � �ti I m L) I CURB RETURN ACCESS RAMP PER CITY STD, PLAN NO. 1003. C14 C\1 cq 125, f v -1 PROP. WATER -- �S��a 124 f©yam 2 I - U z � 1 11 „__'� . �. SEWER s 44Tc+/ 8.94 �y CD LINE J 0 LA - L f) J N8i733'04'W 42.71' L2 TG, !-7. g7Ln , m 4e ... �' c6 '�`_'1 INSTALL STREET NAME L 41.97' 123 r":..... CN 44- c6 42.36' U") Ln m 0 _ 6" CF P.C.C. CURE &GUTTER Cy) 1101'00'05" INSTALL STREET LIGHT 00 C6 10'00'02" r j..... + � +j'� r-6 , i m L) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD, PLAN NO. 1003. C14 C\1 cq 25.00' C9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY fo 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN NO. 2000. '•�'J CONSTRUCT DRIVEWAY APPROACH PER CITY N 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. L_1 CONSTRUCT 122 I BASIN PER 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 70.69' 04 CONDOR AVE. ..„T«SEE SHEET3 CONDOR AVENUEf'1AMQ1r0"f%'r1f%M REV. REVISION DESCRIPTION GATE ENGR. CITY I DATE a 0SH©ULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER t THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A PUBLIC SERVICE BY UNDERGROUNDFREE im0SER CE�A�E�T 1 REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 /27/14 WLI RS /27/14 STANDARDS IN EFFECT. 19+48.35 EC 32.38TC,31.88FL 10 eC 31.87TC,31,37FL x C0 2D� F 1 Lime Table LINE BEARING LENGTH L1 N8i733'04'W 42.71' L2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL '�`_'1 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4403. 41.97' COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). L6 N 10'33'09'"W 42.36' 90'00'00" 25.00' CONSTRUCT 6" CF P.C.C. CURE &GUTTER PER CITY STD.. PLAN NO. 1000. 1101'00'05" INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO, 404. C6 10'00'02" 112.00' 19.55' 1 Q INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND AND STOP BAR. �3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD, PLAN NO. 1003. 99(30'00" 25.00' 39.27' 25.00' C9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W=5') 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN NO. 2000. '•�'J CONSTRUCT DRIVEWAY APPROACH PER CITY STD, PLAN NO. 1002, (W=16') 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. L_1 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 70.69' CITY OF FONTANA STD. PLAN N0. 3003 REV. REVISION DESCRIPTION GATE ENGR. CITY I DATE a 0SH©ULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER t THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A PUBLIC SERVICE BY UNDERGROUNDFREE im0SER CE�A�E�T 1 REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 /27/14 WLI RS /27/14 STANDARDS IN EFFECT. 19+48.35 EC 32.38TC,31.88FL 10 eC 31.87TC,31,37FL x C0 2D� F 1 Lime Table LINE BEARING LENGTH L1 N8i733'04'W 42.71' L2 N89'26'53"E 41.97' L3 N80'33'04"W 42.36' L4 N89"26'53"E 41.97' L5 N80'33'04"W 42.36' L6 N 10'33'09'"W 42.36' BENCH MARK: BM #00484 BASIS OF BEARINGS: 1.5 MI. N ALONG SIERRA AVE. FROM THE BEARING OF NOO'35'430W ALONG HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L. OF SIERRA AVE., AS SHOWN 19-20. T1N,R5W do CA SIERRA. 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E do 55 FT. S OF PP J707066H 50-59, 3 GALV. STEEL WITNESS POSTS, 5 FT. HIGh WAS USED AS THE BASIS OF BEARING "UNICO" SIGN 7 FT. WOF BION. FOR THIS MAP. ELEVATION: 1739.006 PREPARED UNDER THE SUPERVISION OF: L 4 s� (NIM,AD0LE930? mTS# A'VE.. Sllll'E 23o DRAWN BY: 3 No. 36637 HANCHD CUCAMONGA, CA. 91730 Cg CBRUC IIIIIIIIIIIIIIIIN PHONE 909481,6322 Exp. 06-30-14 i"fingmunr'ries for !' FAX 909.4$16320 DESIGNED BY: 1 TM C]fi It CA► -1F 04'bj;/ DA CHECKED - -- ROE 36W Imo. TM/WI Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 10'00'02" 112.00' 19.55' 9.80' C2 90'00'00" 25.00' 39.27' 25.00' C3 90'00'00" 25.00' 39.27' 25.00' C4 90'00'00" 25.00' 39.27' 25.00' C5 1101'00'05" 62.00' 119.03' 88.55' C6 10'00'02" 112.00' 19.55' 9.80' C7 10'00'[}2" 112.00' 19.55' 9.80' C8 99(30'00" 25.00' 39.27' 25.00' C9 110'00'05" 62.00' 119.03' 88.55' C10 110'0}0'05" 58.00' 111.35' 82.83- 2.83'C11 C11 90'00'00" 25.00' 39.27' 25.00' C12 10'00'02" 112.00' 19.55' 9.80' C13 90'00'00" j 45-00' 1 70.69' EKI coo o- z J CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS L] EN LANETSACT NO. 18820-1 SCAB SHOWN 0=011 AVE) DATE: SEPT. 2012 (7LVEDDRAWING N0. 49798" CITY ENGINEER R.C.E. 51152 DATE J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED_20131210\2014-03-27 Rev 1 St Names\Street\Street-Rev St Names Sht06.dwg, 4/9/2014 4:30:56 PM, dmartinez