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HomeMy WebLinkAbout4979-8k.,,.,...,, CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00” 25.00' y. ....}.,......} .. ,.. a...r ........r r } ... ,, . ...3 ...g .. }..... ,.,.,...y,. `t.i ,.... }...,...�.......y...ry...., 25.00' .,y' ., ..,.}.... .y .... ,.. 2.... ,.g .. 112.00' .; . 9.80` C4 ... q 58.00' . > ,� y...,..., ¢.,....:::z.:..:...¢ .....,} ..t } .,.f,...,..: y-..y........$........ ............,...}g>...-...-. ,,: 25.00' 39.27' 25.00' C7 ..,....t..g.........................-.....'.....}} 25.00' �- `' -.-....-'.--.-..- -°-}}........ 112.00' 31,78' 16.010' . ;..}g......,........,..,..... ..-._...,..,........,.- ...-....,-..,-......._,y...............,........,.a.,..--..._F _ ...,........ a y .. ......... y..,.............,.g..........................y,........g........ 38.00' 140,95' - ry........ ¢........ ......._ 45.00' ...-....-.-..}}.-.-.--..- ....}.........„......}........ ' � t o ' , ...,.g.....r ..... ........ ; ..,.. ...... . LO + },...................,........,.....,.... ....},....... ..:.......... 99 sa r, I 100 . ....... ...... 93 I 94 . ....... .....}.,....... t ...,.....},...,... ry¢ry.p,... ry¢¢....,.,..........,..,......,..,,.:.¢} ¢. } ...... Li ...,„.........}.........g..._-_,}....._...._ .............;..........;-...... } --- t-- ----- --- ---- ,--------- ------- --------,,..........x....... _,....-._,.........,...... , .......... _,........ :,....... a... ..y.."..�.. ... .... .... ... .,,}.. ... t, .,..¢....,...¢........ y ..................¢... ..¢........ ¢....,,. ¢ ` „ ... ; , h 38 10+00.0 CV 1 ; -- PROP. SEWER , - - --•- 101 -- y5., � '.' 1 1 ..,,� ..,¢.....,..,...,,.,,.y,.,...,. y,...,... }..,...,,y...................}......,.¢,.......¢,...,...y..,.....y.........¢......,. -� — 0 RAVEN =12+42.0 ST. y...,,...,}........ ¢.....,.. <..,.....,}........¢.........q.,...... s , ; , ¢........ ,}...-....a........p........¢.,......,t..........T.........g.........}-......,q.......,.}-'-'---``---.....y........y..,...,. 4 } r> ,t� -PROP. ; -- WATER r ......„........¢y ,.,.....'.,-.-,-qaF ...y............-.,,q-,,aF}} ............,..-....-.. g.,..... a ..,.'..,..,,..-,.. ........,,........ ........¢¢....,,,.......,.y.„......,...,..... r.... . ........ ..}.....,......}..........,.yn....,..,...,..,,...., ry,¢},,......,..,,...,....., ...........p......,......... Z,....,.,...............y.}y 93307 -. ......... ......¢:g ....-..-..-..-..-..-x}„...... ...................... ¢yF .........p -.-.'.".-.-..'.-.-.--.-.- ......,-.' t. ¢-}; ,-..- ......--..-.,..-..-.,.....g+„} ...... ._...-.'.-', ........y.,....... -ary,},}....,,..,....-...-..,..-...-..ym,`}..,.,........,.,.....,..... -.....-....-.. --.--- ---'---- '...-y¢a,F... ......,.............. - ........ ........ ............, .g...................¢} .., . ..........,.a}. ....... •...._...........„;,...............,y.}}.................-.. r}............ -g>". --_..-.................y.}; -....-. -.....-...-.....-.. y.ryt„ '................y.Fg....,..,..,....t} ,.¢ . .,,..} .,...,..ry>........ .....,............_..}.....„..........,g........... ...¢.., 37 .. Ln ..,}...... }. ,....¢ ..,..,, k......¢.......,, ,.a...,,....y.,,,- ....M...,.....}., � g ,. } g . g ....... Y a f , } g .,... .. ., n y... } . t y ,.. . . `.. --y-----,.,g..,,,.., ...... ............................ ........,,........ .........a..--.-...,._..----- ----. .._.,,,......._a.....--rg-. ._..-- 120 1 119 I 118 . ..} } vnY r 115 114 m ..„ . },._-. .., 39.59TC;39.09FI_ , , . , .. .. ., y.....,..y........ _•,____T- - - ---_. �. . .... ...........: .. ,. , .. .. -_ -- _._--------- - -- - - ___ - - -- _- - -. - ... .. _. .. .. ..... .} .,.....ry .... E..... ... a,.... ... a,. .,y. ......} .... .. ... . .......}.................. ... .... .. .. ._ ... .. _ .... .... .. .}. .... .. ..... ........ a........... .... a .......... .. a_,......-..-..-.. ... ,. tv, ..... .-........,...,...,.. ........ ,............... .v .. . }, x, ... , .... , ,,v , aF , .. ... .. asei........},. ....... ... .... .ar .........• .... ...... 3 ......... . .. ,,-........._S,^x.,..,. ,....... . a,....�... ..........,}..,..........- ....,..v. ... ... .. ,,,, ... ,,...} . ... ,.. „,... ... ..y.... ,. . a, , . ... , .}.. , y , .,...... ..,...,, ...,.... .. ................ . ......... .. y....... y.. ..,, .. ... .....}. . .,...,.. ..,,,... .,......... .. .. .. .. _.. ..,.. yy.,.. .....,y}...,...,..... ry¢..... ...yS.'. .... a , .... ... ... a. .......... . ._ ::..:� .::.. ... ... .... :..,¢.,... ,.y.,.., ---- t --- r.t ¢. y _ y - ... ... ,. .. . ._.._ . y.,.,,,.. ..... ........ , ....,... ,,..,...., SCALE: 1” = 40' Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00” 25.00' 39.27' 25.00' C2 90'00'00'" 25.00' 39.27' 25.00' C3 ��N 112.00' 19,55' 9.80` C4 110"00'05" 58.00' m� GO 82.83' C5 90'00'00" 25,00' 39.27' 25,00' C6 25.00' 39.27' 25.00' C7 0' I 30' 25.00' �- `' C8 16'15'37" 112.00' 31,78' 16.010' C9 � 112,00' 31,78' co 1 212`31'13" 38.00' 140,95' 130,29' 12' 90'00'00" 45.00' 70.69'45.00' 1 ' � t o ' , , , + w I LO + 12+00 I ; 99 sa r, I 100 � 39 93 I 94 I 95 I 96 1 97 1 98 Li LO ; , t h 38 10+00.0 CV 1 ; -- PROP. SEWER , - - --•- 101 -- y5., � '.' 1 1 ..,,� � � 1 � � -� — 0 RAVEN =12+42.0 ST. :.... _. s , ; , _. - - -- - _ - All- 4 } r> ,t� -PROP. ; -- WATER r __ --- 2 93307 - . 37 Ln 102 EC 120 1 119 I 118 I 1 i 7 11 fi 115 114 m 39.59TC;39.09FI_ LLI f- r�LL- cam 1 +C4 oW ............... _ frQD M °° � co � 5 8 UDEEN LANE _ RAVEN STREET to%ti0ii i wn 1■rwvbANE SEE SHEET 5 ... .. SEE SHEET S Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00” 25.00' 39.27' 25.00' C2 90'00'00'" 25.00' 39.27' 25.00' C3 10'00'02" 112.00' 19,55' 9.80` C4 110"00'05" 58.00' 111.35' 82.83' C5 90'00'00" 25,00' 39.27' 25,00' C6 9900'00" 25.00' 39.27' 25.00' C7 9900'40" 25.00' 39.27' 25,00' C8 16'15'37" 112.00' 31,78' 16.010' C9 16'15'37" 112,00' 31,78' 16,00' C10 212`31'13" 38.00' 140,95' 130,29' F7C�171 90'00'00" 45.00' 70.69'45.00' ...¢....,....,}.........ry........y... Line Table LINE BEARING LENGTH L1 N10'33'09"W 42.71' L2 N73' 1Vi 7"F 50.00' 1-3 j N74` 17'30"W j 50.00' CLARENCE WAY CONSTRUCTION NOTES CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. U4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO, 1006 (W=5'). �CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') LTJ INSTALL STREET NAME SIGN PER CITY STD. NO, 4003, _O REV. REVISION DESCRIPTION DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1--800--227-26100 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1__A__IREVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 3 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404, 10 INSTALL R'--1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND AND STOP BAR. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD, FLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. BENCH MARK: Fd I ONA BASIS OF BEARINGS: 1.5 MI. N ALONG SIERRA AVE. FROM THE BEAMING OF NOO'35'43'W ALONG 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L. OF SIERRA AVE., AS SHOWN 19-20, T1N,R5W & CA SIERRA, 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E do 55 FT. S OF PP 07066H 50-59. WAS USED A5 THE BASIS OF BEARING 3 GALV. STEEL VNTNE5 POSTS, 5 FT. HI "UNICO- SIGN 7 FT. WOF BION. FOR THIS MAP. ELEVATION: 1739.006 DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF. - SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL - � s �rr SHAWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ArDC�LE DRAWN BY: 9002 MTSBUPr.H AVE., SUITE 230 N�. 3ss37 * RANCHOCUCAMON`�A,CA. 917W GB CB PHOW: 9M,0,6322 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06.30-14� gr.eering Communides for life rAx %90W20 DESIGNED BY: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �'rF CAI V I FlaTM `�jj � . & CHECKED BY. CALF STANDARDS IN EFFECT. WMELLL A � 1 -8"TM,/WI 127/14 WLI RS 3/27/14 RCE 36837 EXP. 24 I 23 I .y.,........E.,..,...y......,. y.,..,... ->.---.....-.....E.....,..¢........t y....,....E...... ...................}........,r,...,.,..,},....._-+-•----�r...--'--,...._....,.,..._....a...,,...-F..-_....r.........;.........a,......,.k.......---}------->-........,-....,..y...,....y.,.,.....r.........}..,.,...y........¢....,....g ..r.....,..y......,.y..,......E........y........�......,.,y.....,...r......,. y...................E........q ..................a........,,....,,..y........y........p...,....y........ y.........F........y----- ..,, .........}.... .........},....... -,.. ..,........ �....... _.........,,....,... "-----..'."..a........ ry.......... .........t'-.-..,.,a.....,., ....... y, .......y.....,.. .....,,..s...,..,..a........,s........ y..........y........ y. _..,.. _,....,...y........y.,...... ...,.......,,,..,g.,,..,..y..,,....a--...---*`---....,a..,.,... ry...,.....}-, ....-., ........y...,....,y........�........ ry .-..... _,,-..-.....}........ y.........g.........}......., -------- y,....... y,.......y,.,.....¢.......,y,,...,..¢..,..,,. y........,g......,. ry........4......., ¢.,.....,y.,,..,,: ..}..._.--}.....-...._.......}......,..}..........}....,...y.........}..,..... y.........g..,..... y........ c......_.,},........}...,..,,.¢ ._... ...................}........,}..,.....y,.....,.,}......,.,},....,...}-..-....,}.,........}.........g........,„.,......¢.,.......}........a........a........ ,i.......--`'-'--'"-C.---.....,a........_g....--'--,}--......-F......-...i........ a.........; .,...... _.........:_.._...;..__....,...,.....}.-,.............,.}.........},.,,,...y.,...,,.,}......,.y.,.......; ._....,..........r........ ¢.,.....,y .......... .... .... .....ry....ry----- .... ...-y..,.....y.....,...g.. ...¢....,....,}.........ry........y... _..: 11+00 12+00 2' 20' 16 11+53.82 ORIOLE LANE 3 1 } , =11 +89.90 CONDOR AVE. �. 17 �JA. 18 - U CONDOR AVENUE Ui SEE SHEET 3 ORIOLE LANE P J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED_ 20131210\2014-03-27 Rev 1 St Names\Street\Street-Rev St Names Sht08.dwg, 4/9/2014 4:21:34 PM, dmartinez