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HomeMy WebLinkAbout07-231 j €E LEGENDS CONSTRUCTION NOTES -•� jQ 1O SIDEWALK AND CURB(6"CURB FACE)PER COUNTY OF RIVERSIDE STD 401 Ey^� 8 i 1320 �SIDEWAKANDDRREWAY O CONCRETE DRIVEWAY PER COUNTY OF RIVERSIDE STD DWG.207A. /1 l..i EXISTI G CL $ + EX CL $ PROPOSED A.B. O TRAFFIC SIGNAL TO BE RELOCATED.TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLANS. $ g F PROPOSED AC PAVEMENT WITH O CASE A CURB RAMP PER COUNTY OF RIVERSIDE STD.DWG.403; o 1$ ¢ 0 5'A.C.OVER 8"A.B. J 4 + y O6 CRUSHED AGGREGATE BASE PER CROSS SECTIONS BELOW.AB=8" 79 7 STREET TREE TO BE RELOCATED. ¢ o+ PROPOSED O $ $ ¢ y COMPACTED SOIL O^ O GRADE TO MEET AND MATCH EXISTING GRADE. U w� � ©UTILITY TRENCH ' 1315 f BACKFILL PER COUNTY 90 TRAFFIC SIGNAL PULL BOX TO BE RELOCATED PER TRAFFIC SIGNAL PLANS. /'� N= 1315 OF RIVERSIDE STD 818 EX`iL 10 _.. ; _ EX CL O FIRE HYDRANT TO BE RELOCATED. � o I STORM MAIN JUNCTION 0SAWCUT AND REMOVE PAVEMENT AS SHOWN PER PLAN AND PER SECTIONS BELOW.4 12 WATER VALVES TO BE PROTECTED IN PLACE. INVERT ELEVATION TOP OF PIPE COVER HEIGHT s S (FEET) ELEVATION(FEET) (FEET) G7 13 AC PAVEMENT JOINT. z OA 1314.33 1315.83 1.80 $ 14 PROPOSED STREET LIGHT PER COUNTY OF RIVERSIDE STANDARD NO.1001. m C o O 1314.10 1315.60 2.40 + + N3 m ( m ¢ OD O PROTECT IN PLACE. 1313.96 1315.48 1.281320 - m $ 13ZO 16 PROPOSED RAISED MEDIAN ACCESS CONTROL DEVICE(PORKCHOP).10 � D EX EOP 1313.96 315.46 54 EX EOP + f EXIS ING EO 17 EXISTING 57"STORM DRAIN LINE TO BE PROTECTED IN PLACE. CURVE TABLE 18 FIRE HYDRANT TO BE PROTECTED IN PLACE. o o(M URVE TANGENT LENGTH RADIUS ANGLE 19 LIGHT POLE TO BE RELOCATED PER TRAFFIC SIGNAL PLANS. a U lQl :9'S9'05" 34.99 54.98 35.00 54 8' ��. 90'01'12" 38.57 54.98 35.00 O SAW CUT AND REMOVE V MINIMUM OF EXISTING PAVEMENT. - 5.98' L 18.9 +NI I IANSITI5.00' aR 90'01'12" 38.57 54.98 35.00 i 21 SEWER MANHOLE TO BE PROTECTED IN PLACE. 5.00'. �°'1 EX TINGT O 23'43'11" 11.55 22.77 55.00 TRAN ITION SNJ 4 22 STORM MANHOLE TO BE PROTECTED IN PLACE 1315 6'CFT 0'CF U o 8 w PRO SEDT 23'43'it" 11.55 22.77 55.00 O a NO4 +� os 1315 23 CONCRETE METAL PIPE TO BE ABANDONED. EX EOP m A 4 4 D 4 Ai4 EX EOP 24 METAL BOX TO BE RELOCATED. m m - + y 25 ELECTRIC POWER POLES TO BE UNDERGROUNDED. O 7/ 15 .879- ±O O POST TO BE REMOVED. Z co $ PROP SED FL N 27 WATER METER TO BE RELOCATED BY OTHERS. $ 8 m ~ 28 GAS RISER TO BE PROTECTED IN PLACE. C O U U ¢ ¢ �$ m CONCRETE METAL PIPET BE PR n O PROTECTED IN PLACE. D U �v >315 � w 29 PH �^ F P POSE >3>5 O REMOVE EXISTING CURB,GUTTER,AND SIDEWALK. 1 Z /7 l..i N T DO BLE 18'RCP PI ES O F C PH Tc EXISTING WATER LINE TO BE PROTECTED IN PLACE. I F z O TO OF PIP =131 46' 31 1 a C I lc^ ^^ O EXISTING SEWER LINE TO BE PROTECTED IN PLACE. 10f00 m 10f50 1/f 00 ��S0 PROFILE SCALE 1/f1M 12TW 13fW >3t50 O 10 WIDE CONCRETE CROSS GUTTER PER COUNTY OF RIVERSIDE STANDARD 209. HORIZONTAL: "=20' LTVV rr 11i8.27:IN!J. .. AGHADO 10+48.ar 1' 4 VERTICAL 1' 2' O n SHORE 1Q+75 00 ' I 36 PROPOSED UTILITY LINES TO BE INSTALLED BY OTHERS. it �`' CR 131597�TC, to.006Tmm EXISTINGw PROPERTY MATCH LINE 47 FL n I EASEAIEN7 a BCR 1317.24 TC 37 ASPHALT CONCRETE PAVEMENT PER CROSS SECTION A-A BELOW. AC=5' I $'. I rnrsrnUMEM e: Z LINE 1316.74 FL LAKESHORE DRIVE'3 F k O DOUBLEI8"PROPOSED RCP STORM MAIN WITH CONCRETE ENCASEMENT.UTILITY TRENCH 20.ar 0 20.ar 12+1400 38 I BACKFILL PER RIVERSIDE COUNTY STD 818.CONTRACTOR RESPONSIBLE TO CONTACT DIG ALERT END OF IMPR VEVENTS ON M CHADO STRE G L w ECR 1319 13 TC TO AVOID ANY UTILITY CROSSING CONFLICTS. 1 ECR 1317.00 C SEE SHEET 2 I ° I o 0 1316.5 FL ig 1319.41 TC 1318.63 FL - 4 �i 12+ .86 �u �° 1. 12+58 56 12+0.23 EXISTING CATCH BASIN. 26 •7 131608-BSW $Z� (131856) ME AND MATCH E%ITING PAVEMENT n n 12+14.00 TA 12+50.00 { O SOLAR POWERED SCHOOL SPEED FLASHING SIGN PER K&K SYSTEMS MODEL 20arRPM18 OR 1319.23-BSW 1319.12) 12+7119 EQUIVALENT. �. 1 11+0000 131906 TC DRIVEWAY CL i€ � .1 F 13,8.24-BSW 131856 F/H 11+57.ar Q (1318.59) _ ' f i 0+�8.29 1 N89°5 'E-1 0 '0 131874-BSW Y 41 12+75.28 13+33.37 ,3+53.30 42 PROPOSED HEADWALL WITH RIP-RAP. �Qq Vie W .1 j, .e 1319.41 FL (1320.72 TC) (1320.91 TC) v f ) iS7 F., N'.2• ! n :18 46 FL B 0"CURB (1320.08 FL) (1320.27 FL) 3 C - - 7 19-07 - x•x 2+77s5 4 131840 0� BCR 1317.99 TC¢ CR 1318.14 TC EXISTING „+57 DO 16) , 139 7 4 317 64 FL. 4IY.,,pU(yUyyAY L 27 : 19 cox -•.- ._.__... _.., ,....._______ CONCRETE SHALL BE PER . r} �61 - LINE 18,3FS EXISTING EOP ¢ MACHADO STREET STA 12+55 23 mm STANDARD SPECIFICATIONS FOR CL RNJ 5 6 ,. ¢ . .2. �'O END C -CURB 13+0000 ZPLPSS 560-C-3250.IC WORKS NSTRUCTION #4@17UBL 40.00' 50.00' 5.00' 5.00' LAKESHORE DRIVE STA 10+0TING$ 5 6 (5)#4 g ¢ VARIES s Ex,,oas.-. x .... __ 1 g LONG SIDEWALK MACHADO ST EET STA 10+00.0 -Fx"s -Ex teas - 11318.09)CP P �° x x 1318,98 FL (139.80 FL) U TRANSERSE O � :�' -.- m + •^ --.Etitias ._...ry 1 s 12+6023x( -- G1.1 -- &(.1 -- I. lT 2"DEEP SIDEWALK AND CURB PER I Q _ ru x.i2+�3.0. w O SAWCUT COUNTY OF RIVERSIDE E'x -Fx GM LxS' San .- •' 14 MEET, MATCH .¢ 1 + '.""'"' cX:.sn - ,y---.z +.'13+ ---Ix • •' • .•' m 1.00'MIN .00 STANDARD 401. z 10 11+.00� 11+'50��� 12+00��� � a.x � EXISYI�1���1'AVEMEM-13+00 -.`a����c � ������e���� O 15 'S 1 b 10+82.99 ._... - ...^MAID HADo STREET..m., ,., .13 20.n.,..a SEE CROSS SECTION B-B B •18'RCP 1B"RCP 4• 11 VARIES 1.00% 9 06 37 O e (1318.09)F % 13 20 x� {{ ON COVER SHEET T0455%) 6"CF -I fc,Vra#x - Er iP a!w - ,-- - -..-._....kx IVWatHr -- tr."Wai -- }'.y i(P 14a1m fa.i�J°VvaVal F�IG" -E i "J -<L1.1 -!a'IVV1ala• '4 1 2% z Fx Fas -...... Lk Uas .....__...--ik Gas 1 Ek Gas ..-Ex Gas -..-{xr- --Ev L,as - x x%s x -Er Ga ._.......... a.,av --. &('a. -- r1`"fx G,+s 3'CLR(IYP) (2)M4 LONG(TYP) -- --fi...-rx rvW: to nr• 13 37 SLOPE N -v. ztsc - _„-„ „�- L x x -- - _ B.O.CONCRETE TO _ m In X.:ler. trsc .-........._rx t:mc -........_._...cxr:!:�c 28 ._..,ezcrx .._. ,._.t;c�rec -tx c',ec ._...- u�. -_ .. � :Er _.._- -- � ' "• TCH B 0 PIPE A 12 29 to •INV VARIES. MA _. .. ., i �4'Tr, 1 1 .W1 C 5 0' 18 >w 5 .. .�as�d< O O SEE PLAN. ...... :'.v.': :c: r. 41 38 O rn N .x ..r..z•a a ._.• a i+ t=a.o' ' u 3 m REQUIRE BEDDING PER 2j `0 U O RIVERSIDE COUNTY z m ..1'•. 0 10 ?0 c0 Q p0¢ DETAIL STD818. F a $ p z¢� w� ,=12.0" INV 1314,4110+ ' w rn a L=8.0"6 'u5 COMPACTED TI=8.5 61 RIM 1317.86' SCALE: 1rr=20.00� SUBGRADE R-VALUE=45 10+ .40 I CROSS SECTION C-C MACHADO STREET CROSS(TYP)SECTION A-A INV1 39 SCALE:NONE SCALE:NONE 1317.178 86'RIM p I MARK !REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS INC. POF6sslo 2852KeAin Avenue o° ERAy'V4 949737676T4 CITY OF LAKE ELSINORE 1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Qe\oY. FeYm CUTRA 9a9.753.7676r SHEET 3 LAWS AND A PERMIT MAY BE ISSUED. y Z PLAN CHECK: 072 0001.05 m c y G? 949.753.7678 F c EXP. as-ao-ae ; rtners wdpanners.com 3 SCALE: ,�T. 1" = 2• BENCH MARK: STREET IMPROVEMENT PLAN OF SHEETS t� 9TFOFCAUFOP HOR: 1" m 20' ON LAKESHORE DRIVE AND KEN A. WEER O, RICE No. 56915 DATE AME RCE N0. DATE C-VATIO MACHADO STREET FILE No. CITY ENGINEER ELEVATION 1317.32' CITY OF LAKE ELSINORE 08/10/07 DATE: 8/10/2007 pe gflMo7 k1SOc '����ut�i�lQt.v V01.05 I