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HomeMy WebLinkAbout07-232 i I 1315 I 1315 EX CLI w s $ 1 EX CL 0 + °+moo � I $ ¢ N N $ Q a $+ ❑ $ N + >3>S Q s 1315 z EX EOP' w N a I EX EOP z 'O E 1STING OP x0 n O R + ¢ $ +Q+ 3 w + 8 3 1p 8 + Q L= 5.00' _ a RANSI ION ._.i...._._ 131�) 0 3 "CFTO "CF m L 5 5.00' y PH TC z w s ,. q - L= z9.66' 1315 ¢�o 8 + ¢o N 0/4 N TRAPSITION PH TC FF ¢ ¢ +uu o+ PRO OSED y y z¢w W O O till Q O 4 ,1; 4 N A 4 4 16 N E N $ r m > $ F Q¢ C7Q "'LLL H U m a U w m c Q y m U y R PROP SED FLI + W U o w o 8 1 ¢ w '. z i'I o I PROP SED i C DIK w pOF6 I L Q w ff PROFILE SCALE D 10100 W w //tOO 12tOO HORIZONTAL:""=20' 13tOO 14100 15t00 16t00 i LAKESHORE DRIVE STAR 10+00.00� ~ 9 o g QO D 17 LAKESHORE T -2 PROPOSED STORM MAIN I z o x x G7 W N E MACHADO STREET ST 10+00 00 ' �U 22 j >W 013, 1 13 11la:) 11 13 c z -----t°-- - --_'`•'fir-- -__ a ___-_--____ _. -..__ ----- .._..___ ..___ ... _ _-__ _-_______.._..__-_____ f.--DRIVE iir.4 57'Ht;P r---------- ---________ _____________________ --___-______ _ -_€w�T„uF --_-_-_________-___________-----_______________________________�7�R P"'�-- -_______._......_... ._. +.� __-__TO'i-50""" �_-6.-_g^<,.�r"�'rv - Y1+00' _ ''-EArySfiNGEOP_' _.72+00 -...___'_"___ _...._.._.-.-YT+60" LIMITS OF CONSTRUCTION"1300_'_"-""' 3+90 ������- u m _ _. 3 _.___.. s secnoN a-B d z R, 777 .i Q Q' ¢¢:w: ON OVE SHEET 77 1 > z {'� EX a T ti..a....au > � w O y y rn-�X Sat? �. .oaf?". �X..<<^al) ----'.F. ilat�.' '. tw. :: ..ar-+-'-.'.:......_,..;"..._..,...... L'D�e+63'_.•_,20 ,b3., °_ � B 0 n I. 7�1 _............. ....,._.,. - .._ #t .: 1 s38- . .. ..:'." '.:.� . .. .. 13+0000. " 14+.00.00.'.. __•���"�I .+{"j ., .,.. 1 1. . :. ..... .. w� .. .. -^i'16T3:661 .. "' "579D't70�- ,_.....-_... .. "-. �. .. (13 5.38) a - .. . - ,... ..".. .(. 131 U.73)'" -�.. �LAKESHORE DRIVE STA115+63.29.. .. 3. .. .. 36 - ____...-.-.,. 1 l ) z 12+0990 1309,10 L' ••"' 8 ENDIMPROVEMENTS 1313.72 T 5 $ .1309.60 TC '_-?:/7 '.+S' - (1308.67 FL) 313.2e'a' ze r I '.'.$ L� .. .. ". .xF_.. to 1309.17 TOP OF BERM Y _~z w o -14+577t N 34 �^ d.:X 7 f f.'.. ._..v..- �.7€7® Bf.. •,,,-._ O w GRAIN INV- : _ � �.....'..'. .. F .-� .�w� 8�2f g22 1---- 1Q C�Bff'f -r2�a3:3 � �fQ{� 18f. -�X ,f o�--- -l�k.fQ' 38 13 i - EX 10°Water - .. O o ,a o 2+08,00 x x 13U9:420RAININVERT ,) 1 +22.30 - 1313.39 B W -€" 13+36.60" €� 77 10+77.85 '.T1+0000. .'${[� 131 627 "`tiAY GL .�13+75A0 d . .. U 131312 .BCR 1313.39 TC 1. 1+ 0 ECR131176 TC 14 14+0000 .'1315.527C $.'.. ..,.,z¢p .. w 1312".89 FL. . .1311.78 FL. 1 7.0.- 131214Q FL131?.26 FL. . 31.Ob5 TO 1 1 - 'DRAIN INVERT x .QM q I ..• _ ry . .-1315,02 FL 1 1 i ai. p- 1310.35 FL � ►r I�` Q Wai8f -""' DR G AILS. > ..o.....• o - E .: 1$0. _ „•.•. e• .' 10 1 -{- j GJ FB SHEET30F 35 PE _.,,. o ..... .... o'• z z x U s L 1313 j' •. 00.57 "1 .._- _ _ STA 14 63 30 + . ,. INE_ .75 SSW - �n d3'S5'E-4 ( 14+ i 1 ..- -�.. k ....".. ......... _... 11+00.00 313.9 C DRIVEWAY C 1+12 23 UMITS OFX NSTRLT&ON 1310.97- SW - END O CURB,GUTTER, y _ 1315.64-BSW PROPOSED 700 7.00 313.g3 TFSM 18 12+7930 131176-BSW �35 ANDSI EWALK J PROPERTY LINE ECR-1 13.84 TC LAKES iO [DRIVE S7 10 400 _3 �d�� LAKESHORE DRIVE STA 10+75.00 D 1312.67 BS 1312.41 TO 1309. TO 0 10 PO 40 CHAD TREE?S7 10 MACHADO STREET STA 10+28.00 1313.3 FL a o € 1309 FL .�`t' END I PR MENTS N ESFIORE ": U ECR 1315.9 __- e,,. _ _.... .. - dr='�`"'f., -�-3 Q' '. ".,I EXISTING - -_. __ _ �,,.,-- :.._..: _. _ _._._ •s.: F ,._.•.__... 4 SCALE: 1" -20.00' o - - - - BCR1 16. TO .'iw ) RCP PIPES Q 1315.47-F 12+00.10 12+ of m BCR 31227T 15 � 1316.2 - L I 1313.37 INVERT 1313.27 INVERT 2000 2Q,W a 131177 CONSTRUCTION NOTES LEGENDS SIDEWALK AND CURB PER COUNTY OF RIVERSIDE - 0 SIDEWALK AN(}CURB(6"CURB FACE)PER COUNTY OF RIVERSIDE STD 401 11 PER CUTSEC AND REMOVE PAVEMENT AS SHOWN PER PLAN AND O STORM MANHOLE TO BE PROTECTED IN PLACE. 35 UNDER SIDEWALK DRAIN CAST =PROPOSED CONCRETE STANDARD 401. np no PER SECTIONS BELOW. IN PLACE PER COUNTY OF SIDEWALK AND DRIVEWAY 6.00, O2 CONCRETED VEWAY PER COUNTY OF RIVERSIDE STD DWG.207A. 12 WATER VALVES TO BE PROTECTED IN PLACE. O CONCRETE METAL PIPE TO BE ABANDONED. RIVERSIDE STANDAND N0.309. CURVE TABLE VARIES 48.00' SIDEWALK 6.00' O 1.00' EXISTING @ J z O TRAFFIC SIGNAL TO BE RELOCATED.TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLANS. 13 AC PAVEMENT JOINT. 24 METAL BOX TO BE RELOCATED BY OTHERS. O PROPOSED UTILITY ONES TO BE •.!.••! PROPOSED AGGREGATE BASE URVE ANGLE TANGENT LENGTH RADIUS N EXISTING EDP) I INSTALLED BY OTHERS. ! 90.00'00" 35.00 55.00 35.00 b u C PROPOSED STREET LIGHT PER COUNTY OF RIVERSIDE PARKWAY DRAIN PER APWA UTIUTY TRENCH BACKFILL PER o U 2"DEEP SAWCUT VARIES W Z 4O CASE A CURB,(RAMP PER COUNN OF RIVERSIDE STANDARD DRAWING 403. 14 25 ELECTRIC POWER POLES TO BE UNDERGROUNDED. O STANDARD DRAWING NO.151-1. 0 COUNTY OF RIVERSIDE STD 818 90•00'oo" 35.00 55.00 35.00 z 1.00'MIN FR ,00%) 1 fi"OF SLOPE g W STANDARD NO.1001. OASPHALT CONCRETE PAVEMENT PER CROSS SECTIONS.AC=5.5" 15 PROTECT IN PLACE, O POETTO BE REMOVED BY OTHERS, 21'21'31" 3.70 6.44 20.00 = 13 11 5 �- _ fTl PROPOSED AC PAVEMENT WITH y x 10+75.00 TO t=5.5' O6 CRUSHED AGGREGATE BASE PER CROSS SECTIONS.AB=B' 16 PROPOSED RAISED MEDIAN ACCESS CONTROL DEVICE 31 EXISTING WATER LINE TO BE PROTECTED IN PLACE. 22'19'22' 3.68 6.53 22.88 w 15+63.29 6 t=8,0" •,. "1 •:' .TJ t 5.5" YY 5.5"A.C.OVER B"A.B. ra�r4i^�^ MIN 1 n (PORKCHOP). 22'1'28' 10.70 21.14 55.00 1 8O GRADE TO MEET AND MATCH EXISTING GRADE. EXISTING SEWER LINE TO BE PROTECTED IN PLACE. - - 17 EXISTING 57"STORM DRAIN UNE TO BE PROTECTED IN PLACE. O PROPOSED COMPACTED SOIL 22'1'28 10.70 21.14 55.00 9O TRAFFIC SIGNAL PULL BOX TO BE RELOCATED PER TRAFFIC SIGNAL PLANS, 18 FIRE HYDRANT TO BE PROTECTED IN PLACE. 33 10,WIDE CONCRETE CROSS GUTTER PER COUNTY rr. .:r TI=9.0 OF RIVERSIDE STANDARD 209. • 4 R-VALUE=45 10 FIRE HYDRAN TO BE RELOCATED BY OTHERS. 19 LIGHT POLE TO BE RELOCATED BY OTHERS. O fi"ASPHALT CONCRETE DIKE PER COUNTY OF ---- --- -- LIMITS OF CONSTRUCTION RIVERSIDE STANDARD DRAWING 212. LAKESHORE DRIVE CROSS SECTION A-A COMPACTED 21 SEWER MANHOLE TO BE PROTECTED IN PLACE, SCALE:NONE SUBGRADE MARK REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS INC. POFess 1, Kelvin Avenue APPR. DATE �oe�ERAyFg7 9419.73792614 CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE rt-�o o m 949.753.7676T �� 2 LAWS AND A PERMIT MAY BE ISSUED. m e r o 949.7517678 F �'= No.070398 Z m '" s PLAN CHECK: 072 0001.05 EXP. os w-w arF, ers wtlpartners.com 3 STREET IMPROVEMENT PLAN of 07 7T awl v I o s. P SCALE' BENCH MARK: SHEETS 4T c€va P� vERr 1•- 2' ON LAKESHORE DRIVE AND KEN A. SEUMALO, RCE No. 56915 DATE NAME / RCE NO. ATE FOFCALIFC HOR: 1" - 20' CITY ENGINEER 7 C-VATIO MACHADO STREET FILE Na CITY OF LAKE ELSINORE 08/10/07 DATE: 8/10/2007 ELEVATION 1317.32' OK,- 6114.101 Ro"A' ' au�k�tet.� 00l•05'