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HomeMy WebLinkAbout4979-39+00 10+00 +00 12+00 13+00 � SCALE: 1 " = 40' DUNCAN CANYON ROAD CURVE TABLE BEARING M°' 20 U "1 CURVE SEE DWG. NO. 4968, 2 of 2 LENGTH ORIOLE LADE U C1 90'05'37" 35.00' 55.04' EE S EET LUw r N of � 25.00' U LL �r N9'26'56"E + � 90'00'00" 25.00' 39.27' 25.00' 44.00' owl C4 J � �m� 0) to 9.80' L12 w� C5 � � 39.27' 25.00' 1 <15 I 14 rL C6 110'00'05" m w�00� 88.55' I w I m .- I 9900'00" 25.00' � �� � o I r7 0 Ln N C8 90'00'00" 25.00' 39.27' 25.00' rn� 0 �+� 112.00' 19.55' 6 U '� EU- corn 90'00'12" rnv 4.71' 3.00' 5 r2 o C11 o0d --I�- 4.71' 3.00' N C12 30' 30' 4.71' + HEREON AND CARRIED FORTH INA DILIGENT MANNER, M C13 90'00'00" 3.00' 4.71' 3.00' pie �°''-'- + 110'00'05" 62.00' 119.03' 1 18 is 1 � � +r 39.27' I w o+ � 21 I 22 � 19.55' , C17 89'59'48"45.00' N � 27 I 28 I 29 45.00' DESIGNED BY: s P '9rCiv TM I, SEPT. 2012 N'' G' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ALFo��'� 0,44.jtjt�c. 14 DATE I 3 CHECKED BY: APP OVED`B : f � �� zL 3 6 Of CURVE TABLE BEARING M°' 20 U "1 CURVE DELTA RADIUS LENGTH TANGENT N F- U W U C1 90'05'37" 35.00' 55.04' 35.06' c:) LUw r N C2 90'00'00" 25.00' 39.27' 25.00' N9'26'56"E + C3 90'00'00" 25.00' 39.27' 25.00' 44.00' L10 C4 10'00'02" 112.00' 19.55' 9.80' L12 NO'33'07"W C5 90'00'00" 25.00' 39.27' 25.00' 1 <15 I 14 rL C6 110'00'05" 62.00' 119.03' 88.55' I w I m .- C7 9900'00" 25.00' 39.27' 25.00' I I r7 0 Ln N C8 90'00'00" 25.00' 39.27' 25.00' C9 10'00'02" 112.00' 19.55' 9.80' U '� EU- C10 90'00'12" 3.00' 4.71' 3.00' 5 r2 o C11 90'00'00" 3.00' 4.71' 3.00' N C12 90'00'00" 3.00' 4.71' 3.00' HEREON AND CARRIED FORTH INA DILIGENT MANNER, '0 J. w3 c C13 90'00'00" 3.00' 4.71' 3.00' C14 110'00'05" 62.00' 119.03' 88.55' C15 89'59'48" 25.00' 39.27' 25.00' C16 10'00'02" 112.00' 19.55' 9.80' C17 89'59'48"45.00' ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 70.68' 45.00' DESIGNED BY: 6 Of -4 Z44: co BEARING M°' 20 U "1 Z N10'33'09"W QU V �ON Q ¢ N F- U W U N 0 V) OZZ L4 U pn O+ c:) LUw r N 19.00' L6 o a, 19.00' CD N9'26'56"E + L8 oCO �n 89.81' LINE TABLE LINE BEARING LENGTH L1 N10'33'09"W 42.36' L2 NO'33'07"W 55.13' L3 N89'26'32"E 19.00' L4 N89'26'32"E 19.00' L5 N89'26'32"E 19.00' L6 N89'26'32"E 19.00' L7 N9'26'56"E 42.36' L8 NO'33'07"W 89.81' L9 NO'33'07"W 44.00' L10 NO'33'07"W 45.00' L11 N80'33'04"W 42.36' L12 NO'33'07"W 9.06' T u - U4 �' 14 SEE SHEET 5 AVENUE(NP) 7 CONSTRUCTION NOTES 0 CD_ J N _ L o Ln LL M CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL T- T- �, a, (.0U r- J�, COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). �-I QZ I I } I m I �P O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O=I 19 1 18 °;�I o'w 17 1 16 1 <15 I 14 rL I = 1 THE C.L. OF SIERRA AVE., AS SHOWN 19-20, T1N,R5W & C/L SIERRA, 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E & 55 FT. S OF PP 707066H 50-59, WAS USED AS THE BASIS OF BEARING I 2 1 0 o I I w I m .- I 13 - I � 12 1 I I z- I O I I r7 0 Ln N 0 (� o I ELEVATIONNSIG7 F1739.006MON. FOR THIS MAP. O N Uj w _ m CITY DATE O U '� EU- N 9 0; 5 r2 o oCif � o ±+ 00 LO N SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, '0 J. w3 c D O L E 9302 PRGFI AVE SUfTE 230 "` RANCHOCUCAMONGA,CA91730 N TRACT NO. 18820-1 S AS t- II O�v'. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION sj 14+00 15+00 16+00 160 - -1 % SCALE: 1 " = 40' 17+00 19+00 RAVEN STREET a �' 14 SEE SHEET 5 AVENUE(NP) CONSTRUCTION NOTES 0 CD_ J L o m 1O LL M CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL 6 N U �r �, a, (.0U r- J�, COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). - - 30' 3 ' 1- N N w m I �P O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. P n/ 0 Fr -._18 18' . 1 v on 01 co C) + I 123 ° I 124 / p�� O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. G 13 w N N 121 i N 122 N N I / 125 h� ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006. �X O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W =16') c/ © CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. 71-11 C 4 1 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003. ' o PROP SEWER 2 13 126 cN _ _. i5 0o N N"0'33'01" 16 _ N LA_ 90 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404. + -3 00=ori 14 PROP. WATER �1) c� r,-" " o _N 2 ��� � N 10 INSTALL R 1 STOP SIGN PER CITY STD. PLAN N0. 4003 WITH STOP LEGEND 71 �' AND STOP BAR. Q) `� L12 X11 ' 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN N0, 2000. NLO L10 127 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION w... a • OF THE CITY ENGINEER. `d EC 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 (0 0:� J 28.52TC;28.02FL �- �� 14 CONSTRUCT P.C.C. LONGITUDINAL GUTTER. (W=3') PER SECTION A -A, N N _ _ OnSEE DETAIL COO r,00 mw °'I' CO `� BELOW 00 `1' CITY STD. PLAN N0. 403 00 00 N - - - � �j LO N Lq v pmol 128 15 CONSTRUCT 6" CURB ONLY PER CITY STD. PLAN NO. 1000. z i� �- rnn °OF-- wrn� � BC +,.n o M o' � co 16 INSTALL 4" WHITE STRIPE. 04 +ao �-+ 28.73TC;28.23FL N N `"- - -- - - 17+57.50 EC 17 CONSTRUCT 4" P.C.C. MAINTENANCE WALK PER CITY STD. PLAN NO. 1006 (W=1'). r' Ss - - - - - 18 CONSTRUCT MODIFIED ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1004. 0. CONDOR CONDOR AVE. SEE SHEET 6 t Cl 34 ; 9' C12 C 1 '. g' :: 14 C10 a �' 14 CN i a_iU ( CONDOR Y}17 CPm Ln AVENUE(NP) d,� ` 1 TYP.: � 17 ? civ civ ��o' 4 BENCH MARK: BM #00484 S OF BEARINGS: BASIS a' p4 Aco15 ,. �. A 4 ° , . 4 1.5 00 1.5 MI. N ALONG SIERRA AVE. FROM THE BEARING OF N00'35'43"W ALONG HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L. OF SIERRA AVE., AS SHOWN 19-20, T1N,R5W & C/L SIERRA, 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E & 55 FT. S OF PP 707066H 50-59, WAS USED AS THE BASIS OF BEARING PARKING BAY DETAIL 18 3 GALV. STEEL WITNESS POSTS, 5 FT. HIGH SCALE: 1'=20' ELEVATIONNSIG7 F1739.006MON. FOR THIS MAP. DATE - ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL °P�rwq"�F PREPARED UNDER THE SUPERVISION OF: �MA CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, '0 J. w3 c D O L E 9302 PRGFI AVE SUfTE 230 "` RANCHOCUCAMONGA,CA91730 DRAWN BY: TRACT NO. 18820-1 S AS No. 36637 .Z) ; .. ® � ! s PHONE: 909.461.6322 GB CB 1, D R AVENUE SHOWN DATE: THE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ,� Exp: 06-30-14 Engineering Communities for Life FAx: 909.a.632o DESIGNED BY: s P '9rCiv TM DU AN 0ANMN RD. TO STA_ 1 M SEPT. 2012 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ALFo��'� 0,44.jtjt�c. 14 DATE I 3 CHECKED BY: APP OVED`B : f � �� DRAWING NO. 3 l� STANDARDS IN EFFECT. , L-LWA1�SURU RCE 36637 EXP. 6-3D'14 TM/wl 4979 8 CFTY ENGINEER R.C.E. 51152 DATE 0 N e0 00 z a J d a: W w Ln 14- C14 1 N