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HomeMy WebLinkAbout10-029_10-028 11+00 12+50 w O-ZOOx IOOX .37X 12M 40 -20 0 20 40-- 1296 1300 1300 - -40 -20 —0 20 40 15+00 10+75 13+75 ROW w 16+25 R'1312 0%_1 2 0C* 4.0,ft 12+25 131?w 1312 1312 1312 131P W kjg*--2.00X 2.00S WX 3 _3. 130 W -40 -20 _F110, 20 40 -2.00X 200*_ n z t- 1309 12MI 1299 1308 .308 IJw 40 -20 0 20 40 4. � n -40 -20 ^0 20 40 -40 -20 20 40 -40 -20 20 40 14+75 10+50 w w LLJ W_ 1300 13+50 1312 1312 16+00 12+00 w m w w W -40 -20 -010. 20 40 N 1296 ...... ........-------- Im m w 1306 111942,0OX 2=9 60 1306 1312 --------------F� 1312 -40 -20 0 20 40 1300 1300 Uj in1304 - 1304 14+50 1308- 1308 Ld -160 -20 a 20 40 -40 -20 20 40 PS Ins 131F W 1316 10+25 -40 -20 0 40 fl: W 1 1300 40%-zoex 2-wxaOh 13+25 1312 1312 15+75 .ZOOX 1. 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DATE THESE PLANS HAVE BEEN REVIEWED FOR CONPLANCE KTH THE PREPARED BY: HARRIS & ASSOCIATES CITY OF LAKE ELSINORE SHEET'00- ADPROPR14TE CITY AND STATE LAWS AND HAVE BEEN FOUND 7W 9 Stred,&ft ISW COO. ACCEPTABLE TOLL FREE .CITY Of Son Nqk CA 92101 PLANS FOR THE IMPROVEMENT OF., 1-800 LA = (619)23$-IM 0 FAX(619)236-11n DEKTER AVENUE & SECOND STREET 28 21 -1 l�l 301 KJE LSINORJE SML* BENCH MARK. CROSS SECTIONS 227-2600 I-)REAM FXTRf M 1"-20' allZWN WMMXWWM A AM" oF28sHTS KEN A SEUkALO,RCE No.56915 DATE E STAWO CDOT DOM CENTIM IN LS 3315 IM FROM STA 9+50 TO 16+25 TWO WORKING DAYS BEFORE M DIG DIRECTOR OF PUBLIC WORKS TE., APPROAM7aY 2M'WES7ERLY OF r1f NfMWCDM (DEXTER AVENUE FLLf NO CITY OF LAKE ELSINORE "E aF DDM A AND CENTRALCENTRALAWXE DESIGNED BY., MW DRAWN BY., UP CHECKED BY,, ESG 2104109 lomm JN 082-0171.01 I 19+75 ROW ROW 17+50 oox 2 R 1288 21+25 ROW OW ,� ROW 11 2.00x ZOOS ROW 1308 1308 1284 �b -40 -20 0 20 �1284 12M J 1280 I �7 I I h h n -40 -20 0 20 40 1304 1304 18+50 Row ao -40 -20 —0 20 40 ROW 19+50 � N f 1300 1300 t292°W RDw2e2 21+00 Row -2.00x ZOOZ ROW 17+25 lzss sex zoox Zook ,Q� 1296 1288 - -40 -20 —0 20 41288 12� _� _� -.O 20 40 1280 111 Row RpW -40 -20 —0 20 40 1308 I ao 1308 N ^ �^ Z FRi �Ll Lu Jo"Zoox loaf I, w 19+25 > i �, 20+75 130440 -20 -0 20 401J04 18+25 129�°W w296 128fow ROw2" N 1mVW 1 200x'2005 R w304 j 12� . 1292 1280 1280 Lu k - �` -20 '0 20 40 W 1 7+00 /300 1300 0 ROW » I.4JS 2.00x1 ZOO* d41 -40 -20 -0 20� 40 h ♦- ' .�N c4 1308 Z \ Zoox Zoo* /� 1306 1- 296 40 -20 —0 20 40' 20+50 12 Ch c 19+00 128�°W _ ox 2005 ROw284 21+93.06 W N e �_ .a _ — ' 40 -20 �o 20 401304 130B°W T R0w300 — ROW y o V i 18+00 1280 - 200x 2001 -1. ROW W \ -40 -20 ^o 20 4012W 1280 N 1290 W 1296 1296 ao 16+75 1304 n -40 -20 �D w 20 40 LEGEND W f 1304 \ 131g°W Rp 2. 2 ,2 N C ROAD NG Q 1312 1292 / N SURFACE 1292 20+25 PROPOSED 1300 200X,2 SURF lL1 / 1300 -40 -20 00 20 40 ROW z0ox,2ppS ROW 21+75 SURFACE X 1308 L ' m h • -40 -20 .moo 20 40 N 1284 J ' 1284 ROW ROW Ch -40 -20 H.,0 20 40 86% aoox Zak 2 r SCALE . n -40 -20 ^0 20 40 1280 1280 l'-20'HORIZONTAL 4 1 8+75 °n° 1•-4' VER77CAL 1 17+75 Row R W "� -+o -20 �m 20 40 0 16+50 t3or$°W w3o6 1300 1DW 13/ T 1300 20+00 W w312 1 W R012W 21+50 Y 1304 1 1304 1290 \ 1296 t-�Zooxzoos ROW13DO zo�l Z0q*-3 51 1308 1 z.00ZOOS , �7r` iI 40 2.00x 200� 4 '� 1284 1284 1280 — 1280 I -40 -20 1300 L .�0 20 40 1300 1292_40 -201292 a N m 20 40 -10 -20w . O 20 40 -40 -20 —0 20 40 -40 -20 —0 20 40 ry N nderground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR C0,4R NCE WITH THE PREPARED BY. �; APPROPRI47E CITY AND STATE LAWS AND HAVE BEEN FOUND HARRIS & ASSOCIATES GA ACCEPTABLE CITY OF LAKE ELSINORE \ T1711�� SHEET N0. �-A TY O F Son B go,Stn C S921 1600 +� I 1-800 (619)236-1776*FAX(619)236-1179 PLANS FOR THE IMPROVEMENT OF: 7 m C� San Dtpq G 92f01 i■ I/d 227-2600 A p LADE LSIh0 DEXTER AMUE A SECOND STREET ' - : SCaE: BENCH Mum: CROSS SECTIONS i Z KEN A.SEUMALO,RCE No. 56915 ATE DREAM EXTREMEBRAS$GP IN 111E fFNTE%1vE tY(iN7R,LL AN7NE TWO WORKING DAYS BEFORE 1roU DIG 1"-20� STAMPED CDOT UDfM?CENTRAL PI LS 3315 19M FROM STA 16+50 TO 21+93.06 of 28 SHTS DIRECTOR K PUBLIC WORKS APPR mAiay 26o,NESIERLY cr DE WTERSEC1Kw FILE NO.— N DESIGNED BY: MW DRAWN BY. MP CHECKED BY: ESG CRY OF LAKE ELSINORE LATE 2/04/09 OF Da'W AW NE AND CENNA AWXC (DEXTER AVENUE) XX J01 082- 111.01 1 ' 1 1 O 25+25 1 w ROj W m r 26+75 1284 1294 12dow R012M 28+25 W .1.97X 1.97X 20 O 23+75 -40 _20 ro 20 40 1z8� Mzea 29+50 I w n 1. lz-9.00 I 20pX _ 47X 128fOW R01284 � 1 9 1284� _20 _ 20 401284 - - ROW ROW a � 8 _ N 1284 40 -�� 401284 1288 � 2 X / 12M .r 20 r 1280 1280 25+00 -40 -20 20 40 n -40 -20 c 20 40 ROW ?.00 ROW 26+50 N , 2.00X _.�X_._ .�. �.~ 1284 \ f 3 _ gogX� 1284 128§ow --R01288 28+00 23+50 \/ 12-- - ' — 12890W R012Ba 29+25 -40 -20 20 40 ROW J3X 2OOX 2 �p ROW 1284 ^0 1284 \ g2X �•OOX 2oft 0. 2% 1292 ROW Row292 40 _20 ZO 10 F m z Ld 1280 - 1280 ui 1284 1284 W -40 -20 N.o K 20 1280.81 40 H -40 -20 00 20 40 d coN 24+75 9 " 12M - ';� l 1288 > -p.00X 2J0O4 I9.0 Q ROW ROW 26+25 — iz- Kj 2 00X 200* 1184 23+25 1284 �+ 1284 128�ow Row288 27+75 128440 -20 �0 20 4ot284 ROW ROW 11 _0Ot - 1289OW R01288 "� w 27X A20OX 200*G.08 -40 -20 'q�0 20 40 Ld ��.1 — ' � � w I d 1280 _ 1260 1284 40 _20 8 20 401284 \ j3%- 2ogX 1. X ki 1284 - - - 1284 29+00 -40 -20 �0 20 40 N ry -40 -20 .^0 20 40 Q g 24+50 N 1"2 ROW ROIn2 ZOI ROW ROW 26+00 , 1284 �c^"XI-2 � 1294 12dow Ro1�288 27+50 12W tzas 12d W R01!/211 w 1280 1280 1294 - 1284 15% 20oX 2.0* ad X 1284' 1284 -40 -20 a 20 40 -40 -20 1S% 1 20 40 -40 rd ^ 20- 40 LEGEND w I N N N 1284 — d 40 -20 ^0 20 401284 N ROAD NG Q KN SURFACE N PROPOSED IROAD 24+25 25+75 28+75SURFACE W 5 ROW ROW 12doW R0M288 2 7+25 ROW ROW . 1284 1264 X>200X--2 1289 W _ Ro�zea 1288 , 12M SCALE 0 2.00X 20p* 4, — 2.00X 2o0�a7 _gooX 20oX .r 1"=20'HORIZONTAL1 . w — 128440 -20 ^0 20 401284 — — N T.=4 VERTICAL Cr 1280 1260 1284 1284 1284 1284 O -40 -20 0 20 40 N N -40 -20 20 40 -40 -2C �0� 26 40 K WI 25+50 D w Y 24+00 ROW Row 27+00 28+50 Q I 1 128#Ow R01284 1268 1288 1 oW Rol 288 12 OW RO12W 2.o0X'ZOOW-1. 2 -2.00X ZOOX_3,29X P't _2.00X I 200X Odle ` .�12 00X'?081 1280 1280 1284 1264 1284 1284 1284 N 11284 -40 -20 �0 ^20 40 -40 -20 Mi 20 40 -40 -20 ^01p 20 40 -40 -20 ^0 lb 40 ^_ $ h 0 o Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLW4CE WITH THE PREPARED BY. HARRIS a ASSOCIATES SHEET NO. m A` , Call: APPROPRIATE CITY AND STATE LAWS AND HAVE BEEN FOUND 750 B Shwf sM11. tJf99 CITY OF LAKE ELSINORE , ACCEPTABLE /�/� `�r TOLL FREE `.ITY OF Son D49°.CA 92101 PLANS FOR THE IMPROVEMENT OF: /v , z �1 1-800 (819)238-1778 FAX(6I9)2J8-tt79 DEXTER AVENl1E & SECOND STREET ` I C ��� 227-2600 LAKELsino� SCALE: BENCH MARK: Aj�Q , CROSS SETO 28 n 9 Lp BRASS CAP W THE CENTERLINE OF CENIRAL Al4AlE OF ZS SHTS KEN A.SEUMALO,RCE No.56915 DATE DREAM EJ(TREM T=2D STAMPED CDOT DEXTER CENTRAL PI LS 3315 1980 FROM STA 23+25 TO 28+50 f TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS DATE, APPRO MATELY 260'WESTERLY OF THE INTERsEC" (DEXTER AVENUE) FILE NO. J DESIGNED BY: MW DRAWN BY: MP CHECKED BY: ESG CITY OF LAKE ELSINORE 2104109 OF DEXTER A VENDE AND CENTRAL AVENUE. XX JN OB2-0711.01 �' E � f I 30+25 31+00 31+75 129RW ROW 1292 1292 ROW ROW 1292 1292 ROW ROW 1292 •� y X t b e2x 1. s 4Ax 12W I' 13 Kt / 1288 12W 12M 12W~ I 12W F�� � J Z WCCi �[enf 1284 - 1284 1284 - 1284 1264 - - 1284 g -40 -20 ^0� 20 40 -60 -40 -20 20 40 —e0 -40 -20 ,�0 20 40 Q_� 30+00 30+75 31+50 wI 129 W W 1292 1292 W w 1292 1292, W W1 1292 sex _ lift p 12W1288 1288 eft 12W 12W 12W o f II WI 1284 - 1284 1264 L - 1 1284 1284 - 1284 V) -40 -20 0 20 40 -80 -40 -20 ^0 20 40 -60 -40 -20 ^0 20 40 I ^ g 00 o not �N3 jI LEGEND wI 29+75 30+50 31+25 >I EXISTING Q ROAD ROW ROW W W ROW ROW SURFACE 1292 1282 1282 1292 PROPOSED , ROAD �I.I 12W x 12W SURFACE X 1 9 09X m ji 12W , 12W 12W 12W Uj (j 12e4 12" r SCALE I E 1'=20'HORIZONTAL f wI 1284� 1284 1284 1284 1"=4' VERTICAL -40 -20 ^0 20 40 -40 -20 p 0 20 40 -80 -40 -20 „0 20 40 O R c � JI W WI Y QIJ I I I Underground SefVICE Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLWNCE WITH THE PREPARED BY: HARRIS k ASSOCIATES CITY OF LAKE ELSINORE SHEET �/1/�i,j'j 1 �1. APPROPRIATE CITY AND STATE LAWS AND HAVE BEEN FOUND 7w B S1090 Su1M 1m0 XJ`--`vi ACCEPTABLE TOLL FREE �:ITY OF (g t �2101 i FAX(919)n6-1179 PLANS FOR THE IMPROVEMENT OF: 25 ! A,_ C (, 1-800 LAIZE �LSIIYO SCALE BENCH MARK: DEXTER AVR SECOND sTREET VVV k (IRv 227-2600 rs--a m n —� V 1 KEN A SEUMALO, RCE No. 56915 DATE DREAM EXLr REM 1"=20' STA35 CAP w THE IM Cf 7RA�`CLS 3315 A9NIA: OF ZS SHTS TWO WORKING DAYS BEFORE YOU DIG STAMPED CDDT 260'N CEILIRAL PI LS AVI CI FROM STA 29+75 TO 31+75 ' DIRECTOR OF PUBLIC WORKS ��, APPRmmumr ssa'wEsma.r of INE wtErrsEcna (DEXTER AVENUE) FILE NO. DESIGNED BY: MW DRAWN BY: MP CHECK2BY., CITY OF LAKE ELSINORE 2104109 OF DMER AVENUE AND CENTRAL AWNS XX JN 082-0711. 1 , i I I � f { I mf 32+50 33+25 34+00 Z{ ROW ROW 1296 ROW ROW 1296 W 1292, 1292 1292 1292 yaft 01 27� ' 1292' t292 1266 12W 12W 12W77�� zi 12W 12M w -60 -40 -20 ^0 20 40 -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 LU � , wP !a V){ Of 33+00 Z 0 32+25 ROM ROW 33+75 �{ 1292 ROW 1292 1292 1292 W W V){I 64x 26tz 1292 1292 Ldl 12M 12M 12W 12M LEGEND j{ I EXISTI _ -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 12M-60 -40 -20 m0 20 4012M ROAD NG Q I N O SURFACE /y N w N o+ PROPOSED WI N N ROAD N N SURFACE ~ 32+75 33+50 % I 32+00 ROW ROW ROW ROW SCALE is 1"-20'HORIZONTAL 1292 ROW. 1292 1292 1292 1292 417r Y ?Jr1"=4' VERTICAL 1292 0{ -CL36X 2 Z am 12W 12M 12M 1266 12W 12M � UL1{ —60 —40 —20 0 20 40 —60 —40 —20 ^0 20 40 —60 —40 —20 0 20 40 YI � g �{ / I { { Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS WIVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES SHEET NO. nT A i,Fi pT gall. APPROPRIATE cm AND STATE uws AND HAVE aEEN FOUND �-u �B� � 1= CITY OF LAKE ELSINORE 24 , � �\♦� � G,-`' TDLL FREE LAKE pet �w 1 C t 1v Son Dbyo,CA 92101 PLANS FOR THE IMPROVEMENT OF L4 G7 1-8DO LriK� I , LJ11 1� (818)239-1776 FAX(91!)T39-1178 DEXTER A & $ECG $TR; ET p i l-/\lam C I/ 227-2600 ' �('� � 1 SCALE: BENCH MARK: 28 SHTS DREAM EXTREM BR,t£S CAP N THE CENIERINE tY CENTRAL AIfl�Y/f CROSS SECTIONS TWO WORKING DAYS BEFORE YOU DIG KEN A.SEUMALO, RCE No.56915 ATE 1=20 STAMPED CDOT DEXTER CHIRAL R LS M15 19W FROM STA 32+00 TO 34+00 OF i A _ DIRECTOR OF PUBLIC WORKS APPROXAIAIELY 260'KSMY a� (DEXTER AVENUE)THE N/ERSr:CT1av FILE NO. I `v DESIGNED BY: MW DRAWN BY: MP CHECKED BY: ESG CITY OF LAKE ELSINORE 2104109 OF DWER ABIDE AND CENTRAL AMBUE XX JN 062-0171.07 ' I 35+00 t 1296 ►tow W 1296 � 1292— _�77 �1292 37+50 -eo -40 -20 -.0 20 40 1300 mW ROWS 1300 — 1296' - 12M 34+75 C Row Row 35+75 36+50 1292 -60 -40 -20 -.0 20 401282 1296 1206 �W ROW ROW Row n _ Z26 2. 7z 1286 1286 1286' 1.65� 1296 z 1292 — 2.48x 1.42x _ _ BIZ W 1292 37+25 w J 1292I~ 1292 1292 1292 1300 itOW �WTT i �1300 1266 Q € -60 -40 -20 8 20 401 -60 -40 -20 20 40 -60 -40 -20 -.0 20 40 i a 1296 WUj � I Ld 34+50 771 1292. ---7-7 1 '---]eo -40 -20 40 20 1292 Row ROW 35+50 36+25 " p I 1296 Row 1296 Row ROW W 0 I / 12W W -1.66x 2$@X 1296 1296 t296 37+00 V) 1292— 1, ' t2asx 1.6sz 1292 — s 1x— 13DO ROW ROW 1300 I 1292 1292 1292 1292 W 12W - -40 -20 0 20 4011268 -80 -40 -20 1Z98 — _ 1288 LEGEND H �0 20 40 —B0 —40 —20 20 40 ~ EXISTING u1 c C, ROAD '7 N H N SURFACE 1292 PROPOSED 1292 ROAD W O 34+25 80 -40 -zo 20 4o SURFACE X 1 Uj w RDW 35+25 36+00 N SCALE OE ' 1286 W ROW w W 1"-20'HORIZONTAL W i 1296 Ro 36+75 1296 1296 129e 1T98 w Row 1"=4' VERTICAL O 1292-- �1.16x 3s 1202 - - - +Z24x Q1.U4x �! Z 1286^ --�1296 Ul( 1292 — � 1292 1z92 1292 12M 12� W 60 -40 -20 n c 20 AIO -60 -40 -20 0 20 40 -60 -40 -20 0 20 40 1282'- —�1292 Q -BO -40 -20 -�.,0m ZO 40 J ,aF16i v t( I Underground Service Alert REV BY DATE REVISIONS APPR. DATE T7(� Call., THESE PLANS HOVE BEEN RENEWED FOR COMPLIANCE WITH THE PREPARED BY. HARRIS & ASSOCIATES CITY OF LAKE ELSINORE SHEET NO. Call: APPROPRIATE C1R'AND STALE UWS AND HAV£BEEN FOUND (V TOLL FREE ACCEPTABLE �[Tf OF 750 M90, Sul11 160D /+� 1-800 SanG 92f01 PLANS FOR THE IMPROVEMENT OF: L LAKE r T C t hf O (619)236-1TM W FAX(619)2M-1179 !-i L LJ111 D SCALE. BENCH MARK' CROSS SECTIONS 227-2600 �Q�.c._� o K `r 1\ DEXTER AVEME S SECOAD STREET of 2S sHTs DREAM EXTREM BRASS CAP IN THE CINIERUNE OF CENIRAL AANUE KEN A R OF PUBLIC IC No.56915 DATE 1��=20 STAMPED CDOT DEXRR CENTRAL P LS MIS 1980 FROM STA 34+25 TO 37+50 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS alwRaWATaY M'WESIEUY OF M WRRSECTKw (DEXTER AVENUE) FILE NO. DESIGNED BY.' MW DRAWN BY: MP CHECKED BY: ESG CITY OF LAKE ELSINORE DATE: 2/04/09 OF DEXTER AWNJE AND CENTRAL ALETNE XX JN 082-0711.01 1 38+75 W ROW b 1300 1. '3 1296 1296 -60 -40 -20 ,�0 20 40 I Cal 38+50 ROW ROW 1300 13M 1.9ax Z vx V 12M 12M z -00 -40 -20 ,�0 20 �40 38+25 a W ROWW 1300 —�1300 07f1 aim jo 1296 1296 0 —I Ld I . -60 -40 -20 , O 20 40 . 8 Cd 38+00 39+25 LEGEND w > � EXISTING ROW ROW 1304 Q ROW ROW 1304 �ROAD SURFACE 1300 1300 PROPOSED W ROAD SURFACE X 36t i3001 — — — 1300 w 1296 129e SCALE 12M 12M 1"=20'HORIZONTAL -60 -40 -20 _0 20 40 -60 -40 -20 -„110 20 40 Li r1 eo n 1'=4' VERTICAL ct O z U) 37+75 39+00 Ld 1� 13Do W W 1300Aff ROW Y 1 1300 1. 1300 J 1296 1296 1296 1296 -60 -40 -20 �O 20 40 -60 -40 -20 0 20 40 m u „ I SHEET NO. , Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REWEWED FOR COMPLLWE WITH THE PREPARED BY.. HARRIS & ASSOCIATES CITY OF LAKE ELSINORE 2 a Cam. APPROPRWTE CITY AND STATE LAWS AND HAVE BEEN FOUND 750 B Shed Sub f600 TOLL FREE ACCEPTABLE �ITY OF Son Dfpq G 9210fPLANSFORTHEMPROVEMENT 22 1-800 DEXTER AV TN E & SECOM STREETzLn�r �CTNO (619)236-17M 0 FAX(619)236-If79 227-2600 0 • tY L� J111 Q D�`� SCALE BENCH MARK: CROSS SECTIONS N f�A r/ . DREAM EXTREME ST'�DC O C M MJ'u A OF 28 SHTS KEN A SEUMALO, RCE No.56915 DATE �- � 1'=20' STAMPED CDDT fAE1HTER CENTRAL N LS 3313 19e0 FROM STA 37+75 TO STA 39+25 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS ��. APPRDWAMY2W KSMYOF IMEwiERSECTOV (DEXTER AVENUE) FILE No. DESIGNED BY..- MW DRAWN BY: MP CHECKED BY: ESG CITY OF LAKE ELSINORE 2/04/09 °f DE)rU AWYM AND CENTRAL AWIM" XX JN OB2-0111.01 .. . .... .. . 27+50 . -1..9X _ 12M -40 -20 .10 20 401 30+50 ..� 1300— — — — — 1300 27+25 29+00 -40 -20 �0 20 -AL 1300 2.00% 200 All 1298 -40 -20 '��0 20 40 12M N N 129e -40 -20 ,0 20 12� 30+44.59 N 1300 — — 13DO 27+00 -40 -20 —0 20 _2.46R -_. Z 1-7.±' 28+75 n � f 129e � 1296 1300 130o f 7-t7>< 200�'2 R Z i. — W 30+25 -40 -20 -�0 20 40 -� LU 8 12M 1206 1300 _ 13W >06 -40 -20 H0 20 i -40 -2o 26+75 aE $. 20 � 28+50 N w w� �I_s.00x 2 1296 �1296 13W 1300 30+00 -40 -20 ^0 20 40 C) 1296 -40 -20 ^o 1296 1300 — 1300 OI O R "C. W� -40 -20 �0 20 N 26+50 ' 28+25 I296 1296 13W 1300 29+75 LEGEND 00>< 200X 2 1.09 / 13W 0*.00% 2 OOX_ A 1300 ]EXISTING ROAD -40 -20 20 40 J — I — SURFACE 1296 -40 -20 —0 20 1298 PROPOSED -40 -20 ^0 20 ROAD g SURFACE od ad 26+25 N SCALE _ 28+00 29+50 1'-20'HORIZONTAL 1f z4ft 1'=4" VERTICAL 1296 '3 1296 1300 1300 1300 -2 13DO -AIO -20 fo. 20 40 i --40 -20 ^0 20 t296 -10 J-TO �0 20 12W � °' .N� N N 26+00 29+25 / 27+75 1300 ,9%,ZOOs 2.00x,'& 13DO / 1296 — _ 12W —71��� -40 -20 40 20 40 1 -40 J 20 —0 20 1296 1296 -40 -20 „0 201296 f Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES SHEET No. N T�T('!A i'T�IYI� Call APPROPR14TE CRY AND STATE LAWS AND HAVE BEEN FOUND 750 B sh1w,Sub I60D CITY OF LAKE ELSINORE 1 5 J�v`— 1� TOLL FREE ACCEPTABLE ,:ITY OF Son YAV%CA 92101 PLANS FOR THE IMPROVEMENT OF: n1 4 (619)236-1773•FAX(619)236-1179 L ■ ; % Z N -aoo -/ LA E � LSIN0p vExr� av s SECono sr�r i A` c `�� 227-2600 �t L1,�.� • `� SCALE. BENCH MARK. CROSS SEC77ONS /� i 1_ 4\. DREAM E?tr BRASS CAP IN THE CDL7UWM OF CENTRAL AWME OF 2S SHTS KEN A SEUU40,RCE No. 56915 ATE �- 1-20' STAMPED a10T 0f)(M?C&IRAL PI LS IMRIS Im FROM STA 26+00 TO STA 30+50 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS PATE_ APPRt>)DWay m'MESIERLY Ir 7NE,W7ERSECRW (SECOND STREET) FILE NO. OF DlER AkNUE AND CE DESIGNED BY: MW DRAWN BY: MP CHECKED BY: ESG CITY OF LAKE ELSINORE 2104109 EXNTRAL A1fM,E: XX JN 082-0117.01 I 1 LEGEND PHASE 2 I WORK ZONE m -► EXISTING LEGENDS WORK HOURS: SIGN FLASHING ARROW BOARD (FAB) 8:30 A.M. 70 3:30 P.M. � DELINEATOR (TUBULAR MARKER) O SIGNALIZED INTERSECTION i 42"MIN HEIGHT DRUM CHANNEUZER BETWEEN TEMPORARY CRASH CUSHION PER TRAFFIC SIGN LEGEND OPPOSING LANES. CALTRANS STD. PLANS T2 & T3. BARRICADE TYPE III WITH (ARRAY TS 11) LANE # OPTIONAL FLASHING LIGHTS ® K-RAIL WITH STEADY BURN a BARRICADE TYPE H WITH FLASHING E FLAGGING CLOSURELANE ® (XOSED TRENCH_ km NAR \ \LIGHTS do C27 SIGN (PLACE®f00'MIN) (�) /X\/X\ s f TRAFFIC PATTERN C12 (CA) C17(CA)(FRONT)C17(CA)(BACK) C2O(CA)(RT) C27 (CA) NOTES: rFaAFFIc THE CONTRACTOR SHALL RESTORE EXISTING STRIPING AT THE END OF LAN CONTROL 1Twrc EACH WORK DAY. E CLOSED PILOT CAR � �WORK DETOUR IWII d f011UY w�aec TRENCHES SHALL BE BACK FILLED OR STEEL-PLATED DURING I C30 (CA) C37 (CA) C40A (CA) G20-2 M4-8 NON-WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN 1 G POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. n TRAFFIC SIGNALS O D OUR S�Or F' I THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE PROJECT � z LIMITS OPERATIONAL AT ALL TIMES DURING CONSTRUCTION IN 1 M4-10 (RT) R1-1 R1-2 R3-1 R3-2 ACCORDANCE WITH THE SPECIAL PROVISION 'TEMPORARY SIGNALIZATION." 1 LIJ MINOR INTERSECTIONS W I FOR CLOSURE ON MINOR INTERSECTIONS, THE CONTRACTOR SHALL RIGHT LANE KEEP > MAINTAIN AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH MUST DIRECTION, EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11FEET WIDTH. N] ONLY NRN RIGHT RIGHT m r SIGNING R3-4 R3-5 (RT) R3-7 (RT) R3-8A R4-7A (RT) THE CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD AND SIDE-MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS DURING THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL TEMPORARILY 2 FLAGGER METHOD RELOCATE SIGNS AND SIGN SUPPORTS AS MANY TIMES AS DEEMED STAY IN SIDEWALK NECESSARY AND INSTALL TEMPORARY SIGN SUPPORTS AND FOUNDATIONS Q. CROSSWALK CLOSED � Lll WHERE HONE-LANE TWO-WAY TEMPORARY IF NECESSARY AND AS DIRECTED BY THE ENGINEER. O r' LANE W TRAFFIC CONTROL ZONE IS SHORT ENOUGH DRIVEWAYS p TO ALLOW VISIBILITY FROM ONE END TO THE THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS FROM ALL I I R4-9 R9-3a R9-38 (RT) R9-9 R9-11 (RT) I- OTHER, TRAFFIC MAY BE CONTROLLED BY COMMERCIAL AND RESIDENTIAL DRIVEWAYS THROUGHOUT THE PROJECT I p EITHER A SINGLE FLAGGER OR BY A LIMITS. THE CONTRACTOR WILL BE ALLOWED TO CLOSE SAID DRIVEWAYS ` i V) FLAGGER AT EACH END OF THE SECTION. TO PERFORM THE REQUIRED WORK DURING THOSE PERIODS WHEN THE g WHEN A SINGLE FLAGGER IS USED, THE BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED FROM THE F17 G20_2' ROAD ® ® O FLAGGER SHOULD BE STATIONED ON THE BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING BUSINESS HOURS. r �B4CK�1 CLOSED ® Z SHOULDER OPPOSITE THE OBSTRUCTION OR IF A TEMPORARY CLOSURE OF A RESIDENTIAL DRIVEWAY IS NECESSARY, K'20_ I 0 WORK SPACE, OR IN A POSITION WHERE THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE O T 0 Rif-2 R81 (CA) R81A (CA) R81B (CA) W1-4 (RT) IUiI GOOD VISIBILITY AND TRAFFIC CONTROL CAN THE TIME PERIOD OF THE CLOSURE. THE CONTRACTOR SHALL MAINTAIN BE MAINTAINED AT ALL DUES. WHEN GOOD AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION, I N VISIBILITY AND TRAFFIC CONTROL CANNOT EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 FEET IN I BE MAINTAINED BY ONE FLAGGER STATION, WIDTH. H2O-4 PREPARED TRA�� y I TRAFFIC MAY BE CONTROLLED BY A e l0 SIO" I I FLAGGER AT EACH END OF THE SECTION. MERGE ONE OF THE FLAGGERS SHOULD BE N R�•Tn DESIGNATED AS THE COORDINATOR. "1 a W3-4 W4-2 (RT) W4-2 (LT) W4-7 (RT) Ill I FLAGGERS SHOULD BE ABLE TO I I W4'.2 RT COMMUNICATE ORALLY OR WITH SIGNALS. THESE SIGNALS SHOULD NOT BE MISTAKEN I I � <9> FOR FLAGGING SIGNALS. THE USE OFX XROADRADIOS MAY ALSO BE DESIRABLE EVEN "T LANESP MEAD THOUGH VISUAL CONTACT IS POSSIBLE. i I CI P50 Q W6-3 W8-71 W13-1 W20-1 W20-4 I � I ^ C9A(CA) � I ~I IVd'4 j,g0 l 37(-) I I I V •� 4 I h O(CA) h I� SECOND I STREET I ,ti wJ p LLB Y DEXTER A VENUE em U 9 C'YJ N A TYPE 111 v v TYPE 11 BARRICADESL - I o _ _ _ _ _ _ _ - - - - - BARRICADE dj Cl 25) -- - — — C30(CA) ° C3 CA) R4-7A R COUNTY OF RIVERSIDE o-11'MIN-p 20+00 COUNTY OF RIVERSIE 11'MIN— , CI RE W3-4 C27 _ _ p _ _ GRAPHIC SCALE p REMOVE EXISTING C27 m w JJ�L, Tf BOLLARDS \7 N IN FEET) C9A(CA) t incT,= ao 1L MATCH LINE, SEE SHEET 19 STA 10+00 do Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY SHEET NO. , HARRIS & ASSOCIATES CITY OF LAKE ELSINORE G APPROPR14TE CITY AND STATE LAWS AND H4VE BEEN FOUND t < Call: ACCEPTABLE �oFEssgt 750 9 Shwf SW10 I800 N TOLL FREE CITY OF CC. e`��„�`"SHAD 4 Son Oleo,CA 92101 PLANS FOR THE IMPROVEMENT OF: 20 LAKE LSI IYOR� a r 09 (919)239-1779•FAN((e19)2J9-1179 I - No.TR 2295 m SCALE BENCH MARK., DEXTER A VENN & BECOME STREET ` C 1-80D s EXP.6-JO-09 z �/ 227-2600 Q��.-.4� a 2/04/09 + . aTASS cw M THE CI1E1?LW OF CE MAL A TRAFFIC CONTROL (PHASE 2) OF 28 SHTS KEN A. SEUMALO, RCE No.56915 DATE DREAM EJ(TREME ALI M. SHAHZAD R.T.E. iR2295 DATE ��� rRAY�c aP 1�=20 STAMPED CDOT OUTER CENTRAL PI LS J315 1660 FROM STA 10+00 TO STA 9+29.50 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EXP. 6/30/2009 OF CAIFOP ��• APPROXIMATELY 260'MESMY OF THE W1IFSEC710H (DEXTER AVENUE) AND FROM STA 29+50 FILE No. DESIGNED BY MW DRAWN BY. MP CHECKED BY.. ESG CRY OF LAKE ELSINORE 2104/09 �OF oExtER Alf1NDE AND LFNiRAL AwuE; TO STA 30+44.59 SECOND STREET XX JN 082-0111.01 PHASE 2 WORK HOURS: 8:30 A.M. TO 3:30 P.M. Ln � LEGEND i + N WORK ZONE (n �► EXISTING LEGENDS F SIGN FLASHING ARROW BOARD (IGN) THIRD STREET 125, 125 � DELINEATOR(TUBULAR MARKER) © SIGNALIZED INTERSECTION I 65' MIN. SHIFT DRUM MIN HEIGHT BETWEEN � TEMPORARY CRASH ' 125 W20-1 Tj I - .f ((3 OPPOSING LANES.R CUSHION PER CALTRANS 65' MIN. SHIFT - ^ - - C27 Q L— - - - - - - - - - C27 - - - - - - - - - t-IA(RT) - - e� - TD. PLANS T2 k T3. BARRICADE TYPE III WITH (ARRAY TS 11) cai F FLASHING LIGHTS ® K-RAIL WITH STEADY BURN BARRICADE TYPE It WITH FLASHING ❑ FLAGGING CLOSURE LLJ z9+o0 TCUNTTWY+c4OE4j I z7+00 6+oo� Q"it' IN zs+oo 24+00 c�11'MIN 23+o(COUNTY OF RIVERSIDEzz+o �11'MIN zl+oo F zo+oo LIGHTS& C27 SIGN (PLACE 0100'MIN) F (TYP) I __ Z o TRAFFIC PATTERN F LLl - - - 11"MIN b 11"MINA 11'MINb '� � ' m — — - -T TRAFFIC SIGN LEGEND ~� r/--- — — — — — — IT Z (� v 3 - - - - - - - - I ' c! 'T - - I e 65' MIN. SHIFT (n CLLJ LLl I cai ; LANE # OPTIONAL CI 125 Ld 125 WORK END �65' MIN. SHIFT THIRD STREET 125 125 z �NE SPEED�\X/\X/ XX � TRENCH >� /\/\ • " U GRADED AREA FOR TEMPORARY CONSTRUCTION LANE TO BE REMOVED AND RESTORED TO ORIGINAL U C12 (CA) C17(CA)(FRONT)C17(CA)(BACK) C20(CA)(RT) C27 (CA) CONDITION AFTER CONSTRUCTION IS COMPLETED FLAGGER METHOD / �- _ TRAFFIC 'i R W 40" 40' R W CLOSEDeTR�ar Rao�K DETOUR WI WHERE A ONE-LANE TWO-WAY TEMPORARY 13' 11' MIN 11" IN PILOT CAR' <* LLS TRAFFIC CONTROL ZONE IS SHORT ENOUGH TO ALLOW VISIBILITY FROM ONE END TO THE DELINEATORS/DRUMS C30 (CA) C37 (CA) OTHER, TRAFFIC MAY BE CONTROLLED BY CONSTRUCTION AREA C40A (GA) G20-2 M4-8 EITHER A SINGLE FLAGGER OR BY A FLAGGER AT EACH END OF THE SECTION. (PAVEMENT REHABILITATION) AVENUE D EX TER WHEN A SINGLE FLAGGER IS USED, THE ® O FLAGGER SHOULD BE STA71oNED ON THE I i� D R STOP �! SHOULDER OPPOSITE THE OBSTRUCTION OR / y ��] ls�] WORK SPACE, OR IN A POSITION WHERE 5x MAX 2X MAX M4-10 (RT) R1-1 R1-2 V GOOD VISIBILITY AND TRAFFIC CONTROL CANXL�TIN� �� =— ��' �'� 3z MAX � EXISTING R3-1 R3-2 () BE MAINTAINED AT ALL TIMES. WHEN GOOD �� GROUND o VISIBILITY AND TRAFFIC CONTROL CANNOT WW Lr) BE MAINTAINED BY ONE FLAGGER STATION, EUNEATORS/DRUMS \ O RIGHT LANE KEEP + FLAGGIERMAT EACH END OFETHE SECTION. L \\ + MUST RIGHT ONE OF THE FLAGGERS SHOULD BE TYPICAL SECTION C—C — NTS D ONLY TURN RIGHT DESIGNATED AS THE COORDINATOR. R3-4 R3-5 (RT) R3-7 (RT) R3-BA R4-7A (RT) FLAGGERS SHOULD BE ABLE TO TEMPORARY CONSTRUCTION LANE Q COMMUNICATE ORALLY OR WITH SIGNALS. I� THESE SIGNALS SHOULD NOT BE MISTAKEN W LU EXISTING FSTAYJ GROUND (/') USE SIDEWALK177-77--1 (/) FOR FLAGGING SIGNALS. THE USE OF TEMPORARILY REMOVE AND RELOCATE LANE N CROSSWALK CLOSED RADIOS MAY ALSO BE DESIRABLE EVEN y 2 IN THOUGH VISUAL CONTACT IS POSSIBLE. W J W 01 W O R4-9 R9-3a R9-3B (RT) R9-9 R9-11 (RT) �f Y !l-Lyl - - - ,- - - - - - - - - - N / = 2' - - - - - - - - - - - 129 C--11'MIN LLf ICLROSED p 11'MIN oo ,e+oo 11"MIN-� n+oo 1 6+00 15+o6000NTY OF RIVERSIDE a+oo U U 13+00 12 o RI 1-2 R81 (CA) R81A (CA) R81B (CA) WI-4 (RT) € gg o LLI ff nna i (J M C17 25 Fa'cw �v LLl PREPARED -- C27 C30(CA) :1 m CI7 CA 1 6 T ��„—e W -4 W - ) W'4- ( ) - ( ) \ I Z 3 4 2 (RT) 2 LT W4 7 RT LLJ r - - - - � - - - - -I � - - - - c � J LLJ MPH <s> u X X <9> ROAO AIEID Z ~ Ld W6-3 W8-11 W73-1 W20-1 W20-4 -' NOTES: THE CONTRACTOR SHALL RESTORE EXISTING STRIPING AT THE END OF TRAFFIC SIGNALS MINOR INTERSECTIONS SIGNING DRIVEWAYS (� EACH WORK DAY. THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE FOR CLOSURE ON MINOR INTERSECTIONS, THE CONTRACTOR THE CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS GRAPHIC SCALE I� PROJECT LIMITS OPERATIONAL AT ALL TIMES DURING SHALL MAINTAIN AND PROTECT ONE LANE OF THROUGH AND SIDE-MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS FROM ALL COMMERCIAL AND RESIDENTIAL DRIVEWAYS Q TRENCHES SHALL BE BACK FILLED OR STEEL-PLATED DURING CONSTRUCTION IN ACCORDANCE WITH THE SPECIAL PROVISION TRAFFIC IN EACH DIRECTION, EACH LANE ON A PAVED DURING THE DURATION OF THE PROJECT. THE CONTRACTOR THROUGHOUT THE PROJECT LIMITS. THE CONTRACTOR WILL BE NON-WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON "TEMPORARY SIGNALIZATION." TRAVELPATH NOT LESS THAN 11 FEET IN WIDTH. SHALL TEMPORARILY RELOCATE SIGNS AND SIGN SUPPORTS AS ALLOWED TO CLOSE SAID DRIVEWAYS TO PERFORM THE 1 Zi ALL EDGES, SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN MANY TIMES AS DEEMED NECESSARY AND INSTALL TEMPORARY REQUIRED WORK DURING THOSE PERIODS WHEN THE I POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 SIGN SUPPORTS AND FOUNDATIONS IF NECESSARY AND AS BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED ( IN FEET) It HOUR EMERGENCY TELEPHONE NUMBER. DIRECTED BY THE ENGINEER. FROM THE BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING I inch= 40 it. BUSINESS HOURS. IF A TEMPORARY CLOSURE OF A ( ' RESIDENTIAL DRIVEWAY IS NECESSARY, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE THE TIME PERIOD OF THE CLOSURE. THE CONTRACTOR SHALL MAINTAIN AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION. EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 FEET IN WIDTH. Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HOVE BEEN REVIEWED FOR COMPLMCE WITH THE PREPARED BY. HARRIS ASSOCIATES CITY OF LAKE ELSINORE SHEET NO. ��/�T,�j�� APPROPRl41E CRY AND STATE LAWS AND WIVE BEEN FOUND V��'""�ii� Gall: AGGEPTABLE QµOFESs, 750 B ShMF,Su1h id00 " TOLL FREE ..ITV OF e�0y'0 SN�N 4f San Wq°'CA 92101 PLANS FOR THE IMPROVEMENT OF: 1 2 � Z N 1 —aoo LADE I� LSI IYOIZE `�" y' m (s1a)23e-lrre•Fur(efa)23e-11r� �y��p �c a cC/�/��� �p 79 N0.TR 2295 m DEXTER E Al VENE Q SECOIV STREET !1� i p , IXP.B-JO-09 a SCALE: BENCH MARK: ��� 227-2600 �a�-+� a t' tra9 �� 2/04/09 . + eRAss cAv IN nr mrmnwE OF ramu Ati1� DEXTER AVENUE TRAFFIC CONTROL of 28 sH I KEN A.SEUMALO, RCE No. 56915 DATE _ DREAM Q(TREME ALI M. SHAHZAD R.T.E. TR2295 DATE: �'��,rR�FF`°apr`� STAMPED CW>'OIXIV?CENIRAL al LS 3375 19M PHASE 2 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EXP. 6/30/2295 OF APPROVIIAIEIY 260'IIESTDkY OF THE INIERSECINMI ) FILE NO. 009 DESIGNED BY: MIN DRAWN BY MP CHECKED BY: ESG CITY OF LAKE ELSINOREDATE 2104109 OF DEXIER A'�AM CiNIRAL AVDKE FROM STA 10+00 TO STA 29+50 XX I JN 082-0111.01 4 W20-10ENTRAL AVENUE TABLE 1 NOTE: T If HWY 74 ) 1.TRAFFIC SIGNALS TAPER SPACING OF SIGN THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE PROJECT 1' 48 020-2 STREET SPEED LIMIT LIMITS OPERATIONAL AT ALL 77MES DURING CONSTRUCTION IN E • CT7 (BACK) LENGTH (L) DEUNEATORS SPACING ACCORDANCE WITH THE SPECIAL PROVISION "TEMPORARY SIGNALIZATION.' . F725 pp DEXTER AVENUE DEXTER L - 320' (MERGE) 40' (TAPER) 2.MINOR INTERSECTIONS _ I (POSTED SPEED 40 MPH) AVENUE 40 MPH 1/2L - 160' (SHIFT) 40' (TANGENT) 320' FOR CLOSURE ON MINOR INTERSECTIONS, THE CONTRACTOR SHALLMAINTAIN AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH (CONSTRUCTION SPEED 25 MPH) ALLAN STREET ��CH 113L - 110' (SHOULDER) 20' (CONFLICT) DIRECTION, EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 PHASE 2 CENTRAL L - 540' (MERGE) 45' (TAPER) FEET IN WIDTH. (ONE LANE EACH DIRECTION FROM CENTRAL AVENUE AVENUE 45 MPH 1/2L - 270' (SHIFT) 45' (TANGENT) 540' 3 TO DEXTER PUKE) APPROACH 1/3L - 180' (SHOULDER) 20' (CONFLICT) THE CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD AND a� a PAINT TEMPORARY SIDE-MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS DURING THE 1 © x � 17(25) W20-1 STRIPING DEXTER L - 125' (MERGE) 25' (TAPER) DURATION OF THE PROJECT. THE CONTRACTOR SHALL TEMPORARILY o,� R4-7A(RT) 25 MPH 1/2L - 65' (SHIFT) 50' (TANGENT) 125' 30(CA) - R4-7A(R) RELOCATE SIGNS AND SIGN SUPPORTS AS MANY TIMES AS DEEMED - _ (CONSTRUCTION) - 1/3L - 45' (SHOULDER) 12' (CONFLICT) NECESSARY AND INSTALL TEMPORARY SIGN SUPPORTS AND FOUNDATIONS %� — �L----- -�--_ --- --®- IF NECESSARY AND AS DIRECTED BY THE ENGINEER. _ — i ' N 0 7(25) N� �" \ 17(25 CRANE STREET 4.DRIVEWAYS / ao 00 - ) A G n n R THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS FROM ALL O - 30(CA)�°0 - T i'MIS - b e1 �_�__ _ C30(CA) W20-1 y C COMMERCIAL AND RESIDENTIAL DRIVEWAYS THROUGHOUT THE PROJECT / f�`Y� -C Z LIMITS. THE CONTRACTOR WILL BE ALLOWED TO CLOSE SAID DRIVEWAYS TO PERFORM THE REQUIRED WORK DURING THOSE PERIODS WHEN THE C30 o ry BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED FROM THE ` C27 / O BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING BUSINESS HOURS. IF IF — — / A TEMPORARY CLOSURE OF A RESIDENTIAL DRIVEWAY IS NECESSARY, THE -__ R4 (RT)1'1 A_ CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE THE W4-2(R7 a _ 027 C27 C9A(�) \ � TIME PERIOD OF THE CLOSURE. THE CONTRACTOR SHALL MAINTAIN AND Q I \ F PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION, EACH LANE - iu 50 1 a 4) ° �, ,� C30 \ C27 W3-4 \ \ Q (A ON A PAVED TRAVELPATH NOT LESS THAN 11 FEET IN WIDTH. i I a TRAFFIC CONTROL PLAN GENERAL NOTES 5.EXISTING STRIPING {y3, THE CONTRACTOR SHALL RESTORE EXISTING STRIPING AT THE END OF U) 4r, 50 V 1. ALL CONSTRUCTION SIGNS, BARRICADES, DELINEATORS, WARNING LIGHTS, AND ALL 4'4' YELLOW LEFT EDGELINE PER f EACH WORK DAY. ~ o C40A CA OTHER DEVICES USED TO IMPLEMENT THE PLAN SHALL COMPLY WITH THE MANUAL ON a 1I,11'11' 11' 12' LATEST EDITION AND THE oo 6 rarNC CALTRANS DETAIL 28 STD. PLAN A20A. W m TRAFFIC CONTROL DEVICES (MUTCD) CALIFORNIA SUPPLEMENT, �� HEs zi Eq, V w WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 2006, TENTH EDITION. \ �\�\ CA)TRENCHES SHALL BE BACK FILLED OR STEEL-PLATED DURING NON-WORK 'O R C9A( HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, . ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF GALIFORNIA SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR W 2 I� C77 C27 '4i \ THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR >( PLAN A20 STANDARD PLANS AND SPECIFICATIONS (MAY 2006), INCLUDING STANDARD ® �I A` EMERGENCY TELEPHONE NUMBER. PLAN A20 DETAILS. C17(25) 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES DURING 44' 56 WORK HOURS. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH MANNERS �(�) a i 2 W20-1 AS TO CAUSE AS LITTLE INCONVENIENCE POSSIBLE TO ABUTTING PROPERTY T SEE NOTE 2 tlI W17 J1[ItO6K) I OWNERS/OPERATORS. (ABOVE RIGHT) CENTRAL AVENUE 4. FLASHING YELLOW BEACONS TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ` ) ~ TRAFFIC SIGN LEGEND ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. WHERE ROADWORK F ( HWY 74 ) SPEED LIMIT SIGN (C17) IS USED, THE CONTRACTOR SHALL COVER ALL CONFLICTING \R\ �I R4-7A(RT) N WI REGULATORY SPEED LIMIT SIGNS. DEXTER PLACE W2 (j LANE OPTIONAL � A •L�. \ \_ _ RCUD WORK END 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. W20-1 � SPEED UiV X� OPE NARRO XX TRENCH 6. ALL DELINEATORS SHALL BE 42" MINIMUM PORTABLE POST TUBE DELINEATORS, - LANE REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES AND / \ Qm 11'MIN SPEED A" SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR<* CITY OF LAKE ELSINORE GENERAL NOTES ✓ - a+oo 11,MIN APPEARANCE AND CONTINUITY / / Q C72 (CA) C77(CA)(FRONT)C17(CA)(BACK) C20(GA)(RT) C27 (CA) /� \`sra 7. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS DELINEATORS, A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A BARRICADES, LTC., TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. CITY STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS W TRAFFIC tRNrc 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL _ LANE CONTROL CLOSED W.Yf 3 fDL1DW w, DETOUR DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF O PILOT CAR INSTALLED PRIOR TO COMMENCING CONSTRUCTION. TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND C27 FLAGGER METHOD PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. C30 (CA) C37 (CA) C40A (CA) G20-2 M4-8 9. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING WHERE A ONE-LANE TWO-WAY CONSTRUCTION ACTIVITY. ADDITIONAL TRAFFIC CONTROLS, SIGNS DELINEATORS OR B. FLASHING WARNING LIGHTS ARE TO WARN DRIVERS OF APPROACHING Ld TEMPORARY TRAFFIC CONTROL ZONE IS BARRICADES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE CONSTRUCTIONS AND STEADY BURNING LIGHTS ARE TO DELINEATE THE (/) FSHORT ENOUGH 70 ALLOW VISIBILITY RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO CHANGE OF STREET ALIGNMENT, AND BARRICADES ARE TO PROTECT THE - O FROM ONE END TO THE OTHER, TRAFFIC ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. WORK AREAS. ALL BARRICADES SHALL BE EQUIPPED WITH DETOUR ��Or ® MAY BE CONTROLLED BY EITHER A FLASHING/STEADY BURN WARNING LIGHTS AT NIGHT TIME ALL DELINEATORS WORK HOURS: �i W SINGLE FLAGGER OR BY A FLAGGER AT 10. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) (C27, C30) SHALL BE AS SHALL BE POST TUBE WITH 35' MINIMUM WHITE REFLECTIVE SLEEVE SHALL �I M4-10 (RT) R1-1 R1-2 EACH END OF THE SECTION. WHEN A DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. BE HEIGHT MINIMUM AT 13"INSTALLED ON ALL DELINEATORS. 8:30 A.M. TO 3:30 P.M. z Q R3-1 R3-2 SINGLE FLAGGER IS USED, THE FLAGGER -� SHOULD BE STATIONED ON THE 11. CONTRACTOR SHALL WORK ONLY BETWEEN THE HOURS OF 5:30AM AND 3:30PM. ALL C. THE CONTRACTORS SHALL NOTIFY THE RIVERSIDE TRANSIT AGENCY AT SHOULDER OPPOSITE THE OBSTRUCTION TEMPORARY TRAFFIC CONTROL DEVICES NOT NEEDED FOR PERMANENT CLOSURE SHALL LEAST FIVE WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY ® RIGHT LANE LEGEND w KEEP OR WORK SPACE, OR IN A POSITION BE REMOVED FROM TRAVEL LANES BY THE CLOSE OF WORKING HOURS EACH DAY CONSTRUCTION DETOUR. U MUST b WHERE GOOD VISIBILITY AND TRAFFIC TRENCHES SHALL BE BACK FILLED OR STEEL-PLATED DURING NON-WORK HOURS. ~ ~i RIGHT I CONTROL CAN BE MAINTAINED AT ALL STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, SECURELY XE 91 ONLY TURN RIGHT D. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE Q m TIMES. WHEN GOOD VISIBILITY AND SUPPORTED SO THEY WONT ROCK AND A SIGN POSTED NEAR THE PLATES IDETIFYING STATE OF CALIFORNIA STANDARD SPECIFICATIONS (LATEST EDITION)AND III R3-4 R3-5 (RT) R3-7 (RT) R3-8A R4-7A (RT) TRAFFICMAINTAI CONTR ONCANNOT BE E FLAGGER STATION, THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC WORK ZONE �� EXISTING LEGENDS o. 1, ED BY TRAFFIC MAY BE CONTROLLED BY A 12. THE CONTRACTOR SHALL PROVIDE FOR SAFE PEDESTRIAN ACCESS AT ALL TIMES. CONTROL DEVICES FOR WORK ZONE TRAFFIC CONTROL, (MUTCD UPDATED ■ AUGUST 2006 EDITION), AND THE WORK AREA TRAFFIC CONTROL i FLAGGER AT EACH END THE SECTION. TEMPORARY PEDESTRIAN ACCESS SHALL BE 5'MINIMUM WIDTH. I STAY ONE OF THE FLAGGERS SHOULD BE HANDBOOK (WATCH MANUAL LATEST EDITION.). � SIGN � FLASHING ARROW BOARD (FAB) � �IN O USE SIDEWALK 0 DESIGNATED AS THE COORDINATOR. 13. POST "TEMPORARY NO PARKING TOW AWAY" SIGNS DEFINING THE TIME AND 1147E OF Ld BALK CLOSED FLAGGERS SHOULD BE ABLE TO ANY SUCH RESTRICTION 72 HOURS PRIOR TO WORK. E. THE CITY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL SIGNALIZED INTERSECTION LANE COMMUNICATE ORALLY OR WITH SIGNALS. PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS FIELD • DELINEATOR(TUBULAR MARKER) R4-9 R9-3a R9-36 (RT) R9-9 R9-11 RT THESE SIGNALS SHOULD NOT BE 14. ALL PROPERTIES THAT HAVE ACCESS ADJACENT TO THE WORK AREA SHALL BE CONDITIONS WARRANT AND CHANGES SHALL SUPERSEDE THESE PLANS AND 42'MIN HEIGHT Q ( ) MISTAKEN FOR FLAGGING SIGNALS. THE BE DONE SOLELY AT THE CONTRACTORS EXPENSE. DRUM CHANNELIZER BETWEEN TEMPORARY CRASH CUSHION PER NOTIFIED OF ACCESS RESTRICTIONS (IN WRITING 48 HOURS MINIMUM BEFORE START • � CALTRANS STD. PLANS T2 & T3. z USE OF RADIOS MAY ALSO BE DESIRABLE OF WORK). THE NOTIFICATION SHALL DESCRIBE THE ACCESS LIMITATIONS, DATE OF OPPOSING LANES. EVEN THOUGH VISUAL CONTACT IS LIMITATION AND GIVE THE APPROXIMATE DATE AND TIME OF ACCESS RESTORATION. NO F. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THE PROPER POSITION (ARRAY 75 11) V)) n POSSIBLE. AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEAN WITH .I CLEANED AS .«+ BARRICADE TYPE III TH - ROAD r ® ® J/ ACCESS SHALL BE LIMITED DURING NON-WORKING HOURS EXCEPT. AS APPROVED BY NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. FLASHING LIGHTS ® K-RAIL WITH STEADY BURN W CLOSED ILIf THE CITY/COUNTY (FLAGGING CLOSURE 15. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY THE G. FIVEWITH FOOT CLEARANCE SHALL BE MAINTAINED BETWEEN OPEN EXCAVATION '_' BARRICADE TYPE 11 FLASHING W R71-2 R81 (CA) R81A (CA) R81B (CA) W7-4 (RT) CITY/COUNTY AND ADJACENT MOVING TRAFFIC LANE. ANY OPEN TRENCH WITH LESS THAN LIGHTS&C27 SIGN (PLACE O 100'MIN) FIVE FEET OF CLEARANCE SHALL BE STEEL-PLATED OR BACK-FILLED Y 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION OF TRAFFIC IMMEDIATELY AFTER EXCAVATION. b TRAFFIC PATTERN QI \ nrA1 SIGNAL LOOP-SENSORS AND SIGNAL AND INTERCONNECT CONDUITS. WHERE DAMAGE IS CA -..I PREPARED USED BY THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL REPLACE H. CONTRACTORS SHALL PROVIDE FLAG MEN AS DEEMED NECESSARY BY CITY. 10 SRa° I I wE 1RAPr1c DAMAGED CITY FACILITY AT NO COST TO THE COUNTY OR THE CITY OF LAKE ELSINORE. NOTES: I. CONTRACTOR SHALL REPLACE ALL DAMAGED STRIPING. THE CONTRACTOR SHALL RESTORE GRAPHIC SCALE 17. ALL EXISTING STRIPING WITHIN THE WORK AREA MUST BE SAND BLASTED PRIOR TO EXISTING STRIPING AT THE END OF W3-4 W4-2 (RT) W4-2 (LT) W4-7 (RT) BEING REAPPLIED WITHIN THE COUNTY RIGHT OF WAY. THIS DOES NO APPLY TO THE J. CONTRACTOR SHALL MAINTAIN 5-FT OF SIDEWALK CLEAR FOR PEDESTRIANS EACH WORK DAY. AREA PROTECTED BY THE K-RAIL. AT ALL TIMES. PEDESTRIANS MAY NOT BE DIVERTED TO THE STREET. TRENCHES SHALL BE BACK FILLED OR I LWEVEN �/�/ REND ONE 18. THE FOLLOWING AGENCIES SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY DETOUR K. CONTRACTORS SHALL MAINTAIN SAFE PEDESTRIAN ACCESS TO ALL X-WALKS STEEL-PLATED DURING NON-WORK ( IN FEET I LANES MPH W R AND/OR CONSTRUCTION ACTIVITIES. BY USING FLAGGERS. HOUAN . STEASPHALTICEL PLATES SL HAVE RAMP ON ALL EDGES, 1 incn= ao It 0 CITY OF LAKE ELSINORE (951) 674-3124 L. CONTRACTOR SHALL COORDINATE WITH CALTRANS ELECTRICAL MAINTENANCE SECURELY SUPPORTED SO THEY I - W6-3 W8-11 W13-1 W20-1 W20-4 CONSTRUCTION SERVICES/FIELD ENGINEER (909) 772-5979 909-388-7092 FOR TRAFFIC SIGNAL ISSUES WON'T ROCK AND A SIGN POSTED TRAFFIC ENGINEERING (951) 674-3124 EXT 240 NEAR THE PLATES IDENTIFYING THE _ POLICE (GIVE LOCATION AND DURATION) (800) 472-5697 M. PRIVATE DRIVEWAYS (TO BE SPECIFIED BY THE FIELD ENGINEER) SHALL BE CONTRACTORS NAME AND 24 HOUR FIRE DEPARTMENT (951) 674-2167 KEPT OPEN AT ALL TIMES. EMERGENCY TELEPHONE NUMBER. ( v O Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY., HARRIS & ASSOCIATES CITY OF LAKE ELSINORE SHEET NO. 1 �T/"�A T,rj m� Call: APPROPRIATE CRY AND STATE LAWS AND HAVE BEEN FOUND �oFESS, 730!SWO,Sint IWO /" '�J�---�i ` TOLL FREE IATY OF �O\W,.SHAh 4 San gp0.CA l2/01 A . 15 1-800 Ne' l�o PLANS FOR THE IMPROVEMENT OF: �1'S ■ ` C z2�-2soo /J � LADE LSIIY�RE "'�� r ExP 6-36-69 (Hf!)YJQBENCH•FAX(!I!)2�/-1/7! �.� AVEIR E & SECOND MEET VVV //// 'I No.TR 2295 SCALE BENCH MARK: d(�!L AL- 41— DREAM EJLTREME 2/04/0-9 s 1„-20' r>RAZ CAP a+De aN709M OF C047RAL AWME DEXTER AVENUE TRAFFIC CONTROL OF 28 sHTs KEN A.SEUMALO, RCE No.56915 DATE ALI M. SHAHZAD R.T.E. TR2295 DATE: �� TRAFF�° STAM'ED CDOT DEx7ER CEA17RAL A LS 3315 1960 PHASE 2 I TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EXP. 6/30/2009 cWF°p �1iE. APPRO MA7D.Y 260.IIESIQ6.Y OF NNE INT05ECT" ) FILE NO. DESIGNED BY MW DRAWN BY.. MP CHECKED BY ESG CITY OF LAKE ELSINORE 2104109 OF DEXTER A�AND CENDUL AWE FROM STA 10+00 TO STA 29+50 1 XX JN 082-0117.07 a LEGEND PHASE 1 WORK ZONE EXISTING LEGENDS WORK HOURS: F SIGN FLASHING ARROW BOARD (FAB) 8:30 A.M. TO 3:30 P.M. � DELINEATOR(TUBULAR MARKER) OS SIGNALIZED INTERSECTION 42•MIN HEIGHT DRUM CHANNEUZER BETWEEN TEMPORARY CRASH CUSHION PER OPPOSING LANES. CALTRANS STD. PLANS T2 h T3. (ARRAY TS 11) TRAFFIC SIGN LEGEND Hr BARRICADE TYPE 111 WITH FLASHING LIGHTS ® K-RAIL WITH STEADY BURN BARRICADE TYPE II WITH FLASHING F FLAGGING CLOSURE IJWE OPTIONAL RO\AD/M\Y1R/I( NE X X PEED LWIn XX MIT OPE LIGHTS&C27 SIGN (PLACE 0100"MIN) ( ) /\/\ gTgp TRENCH TRAFFIC PATTERN I NOTES: C9A (CA) C12 (CA) C17(CA)(FRONT)C17(CA)(BACK) C20(CA)(RT) C27 (CA) - THE CONTRACTOR SHALL RESTORE EXISTING STRIPING AT THE END OF TRAFFIC EACH WORK DAY. LANE CONTROL] TM MWr a FarLow DETOUR CLOSED �DK TRENCHES SHALL BE BOCK FILLED OR STEEL-PLATED DURING I PILOT CAR NON-WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON 1 e ALL EDGES, SECURELY SUPPORTED (CA) G20-2 M4-8D SO THEY WON'T ROCK AND A SIGN C30 (CA) C37 (CA) I POSTED EME RGENCY GENCY TELEPHONE NUMBER THE .ATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR FLAGGER METHOD TRAFFIC SIGNALS c n THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE PROJECT O DETOUR ,J�Or W WHERE AONE-LANE TWO-WAY TEMPORARY LIMITS OPERATIONAL AT ALL TIMES DURING CONSTRUCTION IN `` I TO CONTROLITY FROM ONL ZONE IS EN ENO THE ACCORDANCE WITH THE SPECIAL PROVISION "TEMPORARY SIGNALIZATION."ALL \ I OTHER, TRAFFIC MAY BE CONTROLLED BY MINOR INTERSECTIONS M4-10 (RT) R7-1 R7-2 R3-1 R3-2 >1 EITHER A SINGLE FLAGGER OR BY A FOR CLOSURE ON MINOR INTERSECTIONS, THE CONTRACTOR SHALL � FLAGGER AT EACH END OF THE SECTION. MAINTAIN AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH ,` RIGHT LANE DE WHEN A SINryl GLE FLAGGER IS USED, THE DIRECTION, EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 _ FLAGGER SHOULD BE STATIONED ON THE FEET IN WIDTH. 4 I MUST K� RIGHT # SHOULDER OPPOSITE THE OBSTRUCTION OR SIGNING p I O�Y TURN RIGHT �� WORK SPACE, OR IN A POSITION WHERE THE CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD AND GOOD VISIBILITY AND TRAFFIC CONTROL CAN SIDE-MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS DURING THE p R3-4 R3-5 (RT) R3-7 (RT) R3-8A R4-7A (RT) -9 BE MAINTAINED AT ALL TIMES. WHEN GOOD DURATION OF THE PROJECT. THE CONTRACTOR SHALL TEMPORARILY VISIBILITY AND TRAFFIC CONTROL CANNOT RELOCATE SIGNS AND SIGN SUPPORTS AS MANY TIMES AS DEEMED O BE MAINTAINED BY ONE FLAGGER STATION, NECESSARY AND INSTALL TEMPORARY SIGN SUPPORTS AND FOUNDATIONS 4- STAY W TRAFFIC MAY BE CONTROLLED BY A IF NECESSARY AND AS DIRECTED BY THE ENGINEER. O e USE SIDEWALK w` FLAGGER AT EACH END OF THE SECTION. IN CROSSWALK 11CLOSED ONE OF THE FLAGGERS SHOULD BE DRIVEWAYS I LANE DESIGNATED AS THE COORDINATOR. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS FROM ALL V COMMERCIAL AND RESIDENTIAL DRIVEWAYS THROUGHOUT THE PROJECT I COMMUNICATE SHOULD BE ABLE H LIMITS. THE CONTRACTOR WILL BE ALLOWED TO CLOSE SAID DRIVEWAYS K'20-1 R4-9 R9-3a R9-3B (RT) R9-9 R9-11 (RT) COMMUNICATE ORALLY DR WITH SIGNALS. THESE SIGNALS SHOULD NOT BE MISTAKEN TO PERFORM THE REQUIRED WORK DURING THOSE PERIODS WHEN THE BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED FROM THE FOR FLAGGING SIGNALS THE USE OF N 1 C20-al RADIOS MAY ALSO BE DESIRABLE EVEN BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING BUSINESS HOURS. E 7(EbACICy ROAD z THOUGH VISUAL CONTACT IS POSSIBLE. IF A TEMPORARY CLOSURE OF A RESIDENTIAL DRIVEWAY IS NECESSARY, W4_2 RT CLOSED am cm) Q THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE THE TIME PERIOD OF THE CLOSURE. THE CONTRACTOR SHALL MAINTAIN O W V) � AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION, ry R71-2 R81 (CA) R81A (CA) R81B (CA) W7-4 (RT) j EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 FEET IN I "� I WIDTH. \ W?O_4 "Ni C77(25) ,e I P R)SID°D I O `Y C94 C,A '' W3-4 W4-2 (RT) W4-2 (LT) W4-7 (RT) Z v IAYEIDV \x/\x/ <9> 04E ROAD I AIFAD ~� I W6-3 W8-11 W13-1 �I H W20-1 W20-4 Ld Xi I I I o lL1 F Ig € SECOND STREET I I W` DEXTER AVENUE 84RRII'GAD 0 zIC27 a AI 12 125 SIGN MOUNTED ON / WI TYPE H BARRICADE C17(25) �r A p C27 ° / / s ♦ti Ld C3 CA COUNTY OF RIVERSIDE CITY RE 1 IN 4-11'MIN b 11'MIN b1 - F F F F c17(25) 4-12'MINdi GRAPHIC SCALE M - 4-7A(RT) v� 1 C30(CA)_ _O d 3 I REMOVE EXISTING V BOLLARDS I EXISTING I I 25 MPH r DI 1 I inch 40 40 (t. MATCH LINE, SEE SHEET 16 STA 10+00 o Underground Service Alert REV BY DATE REVISIONS APPR. DATE SHEET N0. O 9 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE PREPARED BY: � HARRIS � ASSOCIATES CITY OF LAKE ELSINORE � N �CJ/�i�'�, Call: ACCEPTABLE CITY AND STATE LAWS AND HAVE BEEN FOUND ��ESsjgt, 750 0 ShMf,Sulk I= 00 �-'�i1 TOLL FREE 1:ITY OF ��oy µ SH,�yr' Son D1pq G 02101 PLANS FOR THE IMPROVEMENT OF: 17 yam• Z (ars)ue-177e•Fur(ara)zte—rr79 ' � e i 1-800 LAKE jrSIIYOR� �-- W NO,TR 2295 DEXTER AVM a SECOND STREET � q! W 0(P.6-30-09 T SCALE.' BENCH MARK: TRAFFIC CONTROL (PHASE 1 I/ly 22 7—26DD _R�Q� o 2/04109 : . BRASS Cw IN 114 CB00ZLINE OF mlmAL Avem ` ) of 28 SHTS v KEN A. SEUMALO, RCE No.56915 DATE '� DREAM E7fTREIdE ,nr \o 1"=20' STAWO CDOTDUIER CENTRAL R 1S M15 1980 FROM STA 10+00 TO STA 9+29.50 �� ALI M. SHAHZAD R.T.E. TR2295 DATE: + (RAPE F TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EXP. 6/30/2009 or CN-TF� DATE: APPROAYAIELY260'9ESIVkYOF AEWIERSECTIOI' (DEXTER AVENUE) AND FROM STA 29+50 FILE NO. I DESIGNED BY: MW DRAWN BY: MP CHECKED BY ESG CRY OF LAKE ELSINORE 2/04/09 1OF OORDI"'f"uE AND CLN1Ru"'°' TO STA 30+44.59 SECOND STREET XX JN 082-0117.01 GRADED AREA FOR TEMPORARY CONSTRUCTION LANE TO BE REMOVED AND RESTORED TO ORIGINAL PHASE 1 CONDITION AFTER CONSTRUCTION IS COMPLETED WORK HOURS: RIW 40' 40' R/W 8:30 A.M. TO 3:30 P.M. Q 11' IN II' MIN 13' 27' Ln O EUNEATORS/DRUMS to CONSTRUCTION AREA N -Llllla, (PAVEMENT REHABILITATION) � LEGEND F � ~ //J/� \\\ 5% MAX GROUND WORK ZONE N EXISTING- \ 3X MAX �.-� _ - - -_ (/') ---> ELINEATORSIDRUMS1 SIGN FLASHING ARROW BOARD THIRD STREET 125' 125 (FAB) SIGN MOUNTED ONTYPICAL SECTION A—A — NTS11­ • DELINEATOR (TUBULAR MARKER) © SIGNALIZED INTERSECTION TYPE It BARRICADE EXISTING-11A 42.MIN HEIGHT I I GROUND 65' MIN. SHIFT ~ < DRUM CHANNELIZER BETWEEN TEMPORARY CRASH wzo-,r TEMPORARY CONSTRUCTION LANE c27 • CUSHION PER CALTRANS 125' 125' 125' 125' 125' 125' - L— - - - - - - - - - - - - - OPPOSING LANES. - - STD. PLANS T2 & T3. BARRICADE TYPE III WITH (ARRAY TS 11) cs F C27 FLASHING LIGHTS f� K-RAIL WITH STEADY BURN F U r BARRICADE TYPE ll W17H FLASHING FLAGGING CLOSURE +o +o J LIGHTS& C27 SIGN (PLACE!S 100'MIN) ❑F ( ) s o a G 11'MIN-0 F __� Q"II'MIN 11'MIN F '� O TRAFFIC PATTERN W -0 11'MIN-0 _ - - - - R4-7A(RT) ^ 1 4-7A(RT)� L/ / f LLJ W cio(cn) �3o(�cnj — — — — — — — — — — — — — — — — — —T m TRAFFIC SIGN LEGEND Lij �?I 65' MIN. SHIFT �I 65' MIN. SHIFTJ I �111 01 (� LANE # OPTIONALTHIRD STREET U12s LLj NARRO \/\uw/ END 2 0PE Q� J z LANE y y SPED CLOSED TRENCH GRADED AREA FOR TEMPORARY CONSTRUCTION LANE J /\/\ ,GZ7 FLAGGER METHOD TO BE REMOVED AND RESTORED TO ORIGINAL C9A (CA) C12 (CA) C17(CA)(FRONT)C17(CA)(BACK) C20(CA)(RT) C27 (CA) �t U CONDITION AFTER CONSTRUCTION IS COMPLETED WHERE HONE—LANE TWO—WAY TEMPORARY = � TRAFFIC CONTROL ZONE IS SHORT ENOUGH IU- UNE CONTROL' ^"�"� I-� Q OTHER, ALLOW VISIBILITY FROM ONE END TO THE RAW W Q CLOSED ��K W OTHER, TRAFFIC MAY BE CONTROLLED BY 40' 40' / IwR t Rt1pY w•>ra DETOUR EITHER A SINGLE FLAGGER OR BY A 24 EXISTING 71' PILOT CAR FLAGGER AT EACH END OF THE SECTION. 1 MINWHEN A S/NaE FLAGGER IS USED, THE 13 SHOULDER OPPOSITE B THE OBSTRUCTION OR DEXTER ELINEATORS/DRUM C30 (CA) C37 (CA) C40A (CA) G20-2 M4-8 I— FLAGGER SHOULD TE STATIONED ON THE DELINEATORS AVENUE V' /DRUMS I GOODSPACE, OR IN A POSITION WHERE I EA (PAVEMENT GOOD VISIBILITY AND TRAFFIC CONTROL CAN AREA (PAVEMENT BE MAINTAINED AT ALL TIMES. WHEN GOOD REHABILITATION)VISIBILITY AND TRAFFIC CONTROL CANNOT lJ i BE MAINTAINED BY ONE FLAGGER STATION, 2� SX MAX i EXISTING' M4-10 (RT) R1-1 RI-2 C)' L0 TRAFFIC MAY BE CONTROLLED BY A 1_�I TINS —� GROUND C) R3-1 R3-2 W + FLAGGER AT EACH END OF THE SECTION. — ONE OF THE FLAGGERS SHOULD BE \ + V .+ RIGHT LANE KEEP DESIGNATED AS THE COORDINATOR. ((`` FLAGGERS SHOULD BE ABLE TO L C) MUST L Q COMMUNICATE ORALLY OR WITH SIGNALS. TYPICAL SECTION 8-8 - NTS ONLY TURN RIGHT RIGHT THESE SIGNALS SHOULD NOT BE MISTAKEN (lI FOR FLAGGING SIGNALS. THE USE OF Q R3-4 R3-5 (RT) R3-7 (RT) R3-8A R4-7A (RT) RADIOS MAY ALSO BE DESIRABLE EVEN TEMPORARY CONSTRUCTION LANE I- I THOUGH VISUAL CONTACT IS POSSIBLE. W UQ� EXISTIN Z O O GROUND STAY USE SIDEWALK 2 W XISTING LANE O I CROSSWALK ICLOSED Q � 45 MPH W 65' MIN. SHIFT C27 R4-9 R9-3a R9-38 RT R9-9 C27 C27 � � - - - 125_ 125' - - - - I� ( ) R9-11 (RT) �U f, Cr 11'MIN Qm 11'MIN / Z 3 c CLOSED OAD ® ® CmLLJ + 5 [ 11 MIN—0 11'MIN—0 1 IN F o-11'MIN R11-2 R81 (CA) R81A (CA) R81B (CA) WI-4 (RT) 't IL 1. --b. 11'MIN -tb LLJ _ � C17 25 1 B I C77(25) r13m. �—————— ,-,.1.. EXISTING �� C17(25) PREPARED (1 W m —C30(rA) — — — — — — — — — —�� CA — — \— — — — — 'e _-1L vLJ W2-4 —` -,z9a.,a C30(�— — — — — Rl STOP I 1: I sir O Q T � n O U 3 4-7A(RT) Z W3-4 W4-2 (RT) W4-2 (LT) W4-7 (RT) W6-3 Z J LQ JI LIJ "LIJ 125' 125' 65' MIN. SHIFT �� � U uU1�As ® RED <9> WAItAD . ? Q WB-11 W73-1 W20-4 W20-1 Q —J NOTES: J i THE CONTRACTOR SHALL RESTORE EXISTING STRIPING AT THE END OF TRAFFIC SIGNALS MINOR INTERSECTIONS U EACH WORK DAY. THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE FOR CLOSURE ON MINOR INTERSECTIONS, THE CONTRACTOR THE H CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS GRAPHIC SCALE f / PROJECT LIMITS OPERATIONAL AT ALL TIMES DURING SHALL MAINTAIN AND PROTECT ONE LANE OF THROUGH AND SIDE—MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS FROM ALL COMMEROAL AND RESIDENTIAL DRIVEWAYS TRENCHES SHALL BE BACK FILLED OR STEEL—PLATED DURING CONSTRUCTION IN ACCORDANCE WITH THE SPECIAL PROVISION TRAFFIC IN EACH DIRECTION, EACH LANE ON A PAVED DURING THE DURATION OF THE PROJECT. THE CONTRACTOR Q NON—WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON THROUGHOUT THE PROJECT LIMITS. THE CONTRACTOR WILL BE ALL EDGES, SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN TEMPORARY SIGNALJZATION." TRAVELPATH NOT LESS THAN 11 FEET IN WIDTH. SHALL TEMPORARILY RELOCATE SIGNS AND SIGN SUPPORTS AS ALLOWED TO CLOSE SAID DRIVEWAYS DS PERFORM THE POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 MANY TIMES AS DEEMED NECESSARY AND INSTALL TEMPORARY REQUIRED WORK DURING THOSE PERIODS WHEN THE SIGN SUPPORTS AND FOUNDATIONS IF NECESSARY AND AS BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED IN HOUR EMERGENCY TELEPHONE NUMBER. DIRECTED BY THE ENGINEER. FROM THE BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING 1 inch FEET 0 1 ft. BUSINESS HOURS. IF A TEMPORARY CLOSURE OF A RESIDENTIAL DRIVEWAY IS NECESSARY, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE THE TIME PERIOD OF THE CLOSURE. THE CONTRACTOR SHALL MAINTAIN AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION, EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 FEET O IN WIDTH. 1 11 Underground Service Alert [REV BY DATE REVISIONS APPR. DATE THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES CITY OF LAKE ELS►NORE SHEET NO. APPROPRIATE CITY AND STATE LAWS AND HAVE BEEN FOUND Call: ACCEPTABLE �tOFEss,SHAgy< 750 B Shatf,SWN It00 ,gg TOLL FREE IATY Of �S�M y San Dbpa,CA 112f0f d z�G PLANS FOR THE IMPROVEMENT OF: I 1-800 LAItE L4D LSIIYOI � h' (Bli)23e-Ir7e•FAX(6I9)236-1f79 16 z ./ 1 c+ N0.TR 2295 DEXTER AVEMIE dl SECOND STREET / 227-2600 'e 12 A-.� e ���� /04/09 } EXP.6-30-09 * SCALE BENCH MARK: f^ s\ DREAM M EXTREME 2 s 1.- &USS CAP w THE CENTEI&K OF CDVMA Aelf DEXTER AVENUE TRAFFIC CONTROL OF 28 SHTS TWO WORKING DAYS BEFORE YOU DIG KEN A. SEUAIALO, RCE No.55915 DATE �- ALI M. SHAHZAD R.T.E. TR2295 DATE: '� >RAFF�O p2 -20 STAMPED DDOT DDIM CENTRAL A IS 3315 I960 (PHASE 1) DIRECTOR OF PUBLIC WORKS EXP. 6/30/2009 CIF C/y1F0 DATE. APPRO7d1ATELY 260'NESTD7LY ar TIE wTERsEC1MIN FILE NO. I DESIGNED BY MW DRAWN BY: MP CHECKED BY ESG CITY OF LAKE ELSINORE 2/04/09 �OF DEX7ER AM"AND CENTRAL AWME. FROM STA 10+00 TO STA 29+50 XX JN 082-0117.01 W20-1 CENTRAL AVENUE TAB T LE 1 NOTE. If HWY 74 ) .V SIGN 1•TRAFFIC SIGNALS �B, Y CR TAPER SPACING OF THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL ES DURING 77ON IN THE PROJECT C1725 4 DEXTER• • AVENUE STREET SPEED LIMIT LENGTH (L) DELINEATORS SPACING ACCORDANCE WITH LIMITS LTHE SPECIA AT ALL L PROVISION 'TEMPORARY SIGNALIZATION." I DEXTER L - 320' (MERGE) 40' (TAPER) 2.MINOR INTERSECTIONS II 141 12 12 11' 17 11 11' 11'I 16'II (POSTED SPEED 40 MPH) AVENUE 40 MPH 112L - 160' (SHIFT) 40' (TANGENT) 320' FOR CLOSURE ON MINOR INTERSECTIONS, THE CONTRACTOR SHALL (CONSTRUCTION SPEED 25 MPH) APPROACH 113L - 110' (SHOULDER) 20' (CONFLICT) MAINTAIN AND PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH C40A TiI ALLAN STREET DIRECTION, EACH LANE ON A PAVED TRAVELPATH NOT LESS THAN 11 I9 PHASE 1 CENTRAL L - 540' (MERGE) 45' (TAPER) FEET IN WIDTH. ii• (ONE LANE EACH DIRECTION FROM CENTRAL AVENUE AVENUE 45 MPH 112L - 270' (SHIFT) 45' (TANGENT) 540' 4 8 8 TO DEXTER PUCE) APPROACH 713L - 180' SHOULDER 0' CONFUC 3•SIGNING E (SHOULDER) ( T) THE CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD AND p^ r� © �� 3-5(LT) W20-1 T I DEXTER L - 125' (MERGE) 25' (TAPER) SIDE-MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS DURING THE G R3-4 -, 27 25 MPH 1/2L - 65' (SHIFT) 0' (TANGENT) 125' DURATION OF THE PROJECT. THE CONTRACTOR SHALL TEMPORARILY (CONSTRUCTION) RELOCATE SIGNS AND SIGN SUPPORTS AS MANY TIMES AS DEEMED .{ — _ g �L — � - - - - _ _ _ _ 113E - 45' (SHOULDER)[�5 12' (CONFLICT) NECESSARY AND INSTALL TEMPORARY SIGN SUPPORTS AND FOUNDATIONS IF NECESSARY AND AS DIRECTED BY THE ENGINEER. so1.00 ° O�� O _ ae+oo 0 0 `` \ 17(25) CRANE�ST BEET 4'DRIVEWAYS CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS FROM ALL C30A I\'% �- C30(CA) y C COMMERCIAL AND RESIDENTIAL DRIVEWAYS THROUGHOUT THE PROJECT W20-1 �[ 2 LIMITS. THE CONTRACTOR WILL BE ALLOWED TO CLOSE SAID DRIVEWAYS n - � TO PERFORM THE REQUIRED WORK DURING THOSE PERIODS WHEN THE BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED FROM THE -�� - -- BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING BUSINESS HOURS. IF — — N 5 - -— ----7 - -----77_17' - A TEMPORARY CLOSURE OF A RESIDENTIAL DRIVEWAY IS NECESSARY, THE TEMPORARY - R4_7A(RT) TEMPORARY �" \ * A CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE THE / J 50, 71' 7 STRIPING STRIPING �ij TIME PERIOD OF THE CLOSURE THE CONTRACTOR SHALL MAINTAIN AND D � PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION, EACH LANE �� f� ON A PAVED TRAVELPATH NOT LESS THAN 11 FEET IN WIDTH. TRAFFIC CONTROL PLAN GENERAL NOTES ��1INSTALL TEMPORARY LAW ) 5.EXISTING STRIPILINE EXTENSION THROUGH VI + � THE CONTRACTOR SHALL RESTORE EXISTING STRIPING AT THE END OFALL CONSTRUC77ON SIGNS, BARRICADES, DELINEATORS, WARNING LIGHTS, AND ALL EACH WORK DAY.0 INTERSECTION PER �17,11,11' 11' 11'11' 12 C40A CA ��� CALTRANS STD DWG A20D, OTHER DEVICES USED TO IMPLEMENT THE PLAN SHALL COMPLY WITH THE MANUAL ON DE �\ \ ES LLI t TAIL 40. o TRAFFIC CONTROL DEVICES (MUTCD) CALIFORNIA SUPPLEMENT, LATEST EDITION AND THE g,TRENCH 11 WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 2006, TENTH EDITION. TRENCHES SHALL BE BACK FILLED OR STEEL-PLATED DURING NON-WORK p �\ HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, ICI C1725 ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA 0\� 'Px �� SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR W \ PLAN A20) STANDARD PUNS AND SPECIFICATIONS (MAY 2006), INCLUDING STANDARD ® q THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR PLAN f I � w A20 DETAILS. ��J \ \ EMERGENCY TELEPHONE NUMBER. O C17(25) I 44 1 56, THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES DURING \ C30(CA) W20-1 WORK HOURS. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH MANNER O C II AS TO CAUSE AS LITTLE INCONVENIENCE POSSIBLE TO ABUTTING PROPERTY OWNERS/OPERATORS. �� CENTRAL AVENUE (i "� ( HWY 74 ) 4. FLASHING YELLOW BEACONS TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND �q \ ' ALL TYPE It BARRICADES GUARDING THE WORK AREA OVERNIGHT. WHERE ROADWORK \ l \ yy LLJ SPEED LIMIT SIGN (C77) IS USED, THE CONTRACTOR SHALL COVER ALL CONFLICTING Q,- ��` C30(CA) 1I N LLI TRAFFIC SIGN LEGEND REGULATORY SPEED LIMIT SIGNS. DEXTER PLACE1� -- �, 4, \W20-1 T Q LANE # OPTIONAL 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 0 / °�\\ti %W WORKE/N�D/ 6. ALL DEUNEATORS SHALL BE 42" MINIMUM PORTABLE POST TUBE DELINEATORS, \\ • DUNE SPEED LW /� D RWY7! OP REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES AND V CLOSED TRENCH SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR CITY OF LAKE ELSINORE GENERAL NOTES 1111 ^ SPEO Uy MEAD APPEARANCE AND CONTINUITY. 7. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS DELINEATORS, A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A "S+V\ -`11'MIN b F ~ U I C9A (CA) C72 (GA) C77(CA)(FRONT)C77(Ci)(BACK) C20(CA)(RT) C27 (CA) BARRICADES, ETC., TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. CITY STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS � W W SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL 4-7A(RT) W (n TRAFFIC B. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF \ - - CONTROL TM INSTALLED PRIOR TO COMMENCING CONSTRUCTION. TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND y C OSED wWrs�unlr N, END FLAGGER METHOD WORK PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. Q ? •p � PILOT CAR 9. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING B. FLASHING WARNING LIGHTS ARE TO WARN DRIVERS OF APPROACHING L 3 W LLI I WHERE AONE-LANE TWO-WAY LI C30 (CA) C37 (CA) � C40A (CA) G20-2 M4-8 TEMPORARY TRAFFIC CONTROL ZONE IS CONSTRUCTION ACTIVITY. ADDITIONAL TRAFFIC CONTROLS, SIGNS DELINEATORS OR CONSTRUCTIONS AND STEADY BURNING LIGHTS ARE TO DELINEATE THE 125 BARRICADES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE CHANGE OF STREET ALIGNMENT, AND BARRICADES ARE TO PROTECT THE 125' SHORT ENOUGH TO ALLOW VISIBILITY RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO FROM ONE END TO THE OTHER, TRAFFIC ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. WORK AREAS. ALL BARRICADES SHALL BE EQUIPPED WITH z I ® OWN MAY BE CONTROLLED BY EITHER A FLASHING/STEADY BURN WARNING LIGHTS W NIGHT TIME ALL DELINEATORS WORK HOURS:SINGLE FLAGGER OR BY A FLAGGER AT SHALL BE POST TUBE WITH 35' MINIMUM WHITE REFLECTIVE SLEEVE SHALL L I EACH END OF THE SECTION. WHEN A 10. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) (C27, C30) SHALL BE AS 8:30 A.M. TO 3:30 P.M. Z SINGLE FLAGGER IS USED, THE FLAGGER DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. BE HEIGHT MINIMUM AT 13"INSTALLED ON ALL DELINEATORS. J Q SHOULD BE STATIONED ON THE 11. CONTRACTOR SHALL WORK ONLY BETWEEN THE HOURS OF 8:30AM AND 3:3OPM. ALL C. THE CONTRACTORS SHALL NOTIFY THE RIVERSIDE TRANSIT AGENCY AT M4-10 (RT) R7-1 R1-2 R3-1 R3-2 SHOULDER OPPOSITE THE OBSTRUCTION TEMPORARY TRAFFIC CONTROL DEVICES NOT NEEDED FOR PERMANENT CLOSURE SHALL LEAST FIVE WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY WHERE GOOD VISIBILITY AND TRAFFIC LEGEND = OR WORK SPACE, OR IN A PO BE REMOVED FROM TRAVEL LANES BY THE CLOSE OF WORKING HOURS EACH DAY. CONSTRUCTION DETOUR. U ll.l TRENCHES SHALL BE BACK FILLED OR STEEL-PLATED DURING NON-WORK HOURS. I- ® El CONTROL CAN BE MAINTAINED AT ALLK� TAMES. WHEN GOOD WSIBILITY AND STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, SECURELY D. ALL SIGNS, DELINEATORS, PARRICIDES, ETC. SHALL CONFORM TO THE 1(7�� RIGHT TRAFFIC CONTROL CANNOT BE SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDE77MNG STATE OF CALIFORN4A STANDARD SPECIFICATIONS (LATEST EDITION)ANDILJ TURN RIGHT MAINTAINED BY ONE FLAGGER STATION, THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC WORK ZONE O I C TRAFFIC MAY BE CONTROLLED BY A CONTROL DEVICES FOR WORK ZONE TRAFFIC CONTROL, (MUTCD UPDATED EXIS77NG LEGENDS O R3-4 R3-5 (RT) R3-7 (RT) R3-8A R4-7A (RT) FLAGGER AT EACH END OF THE SECTION. 12. THE CONTRACTOR SHALL PROVIDE FOR SAFE PEDESTRIAN ACCESS AT ALL TIMES. AUGUST 2006 EDITION), AND THE WORK AREA TRAFFIC CONTROL OR (LT) ONE OF THE FLAGGERS SHOULD BE TEMPORARY PEDESTRDAN ACCESS SHALL BE 5' MINIMUM WIDTH. HANDBOOK (WATCH MANUAL LATEST EDITION.). F SIGN PUSHING ARROW BOARD (FAB) I I w, DESIGNATED AS THE COORDINATOR. N STAY N FLAGGERS SHOULD BE ABLE TO 13. POST "TEMPORARY NO PARKING TOW AWAY" SIGNS DEFINING THE TIME AND DATE OF E. THE CITY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL LLI•SIDEWALK COMMUNICATE ORALLY OR WITH SIGNALS. ANY SUCH RESTRICTION 72 HOURS PRIOR TO WORK. PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS FIELD • DELINEATOR(TUBULAR MARKER) S SIGNALIZED INTERSECTION THESE SIGNALS SHOULD NOT BE CONDITIONS WARRANT AND CHANGES SHALL SUPERSEDE THESE PLANS AND 42"MIN HEIGHT ` CCROSSWN.K CLOSED 14. ALL PROPERTIES THAT HAVE ACCESS ADJACENT TO THE WORK AREA SHALL BE BE DONE SOLELY AT THE CONTRACTORS EXPENSE. MISTAKEN FOR FLAGGING SIGNALS. THE DRUM CHANNELIZER BETWEEN � TEMPORARY CRASH CUSHION PER USE OF RADIOS MAY ALSO BE DESIRABLE NOTIFIED . ACCESS RESTRICTIONS ON WRITING 48 HOURS MINIMUM BEFORE START OPPOSING LANES. CALTRANS STD. PLANS T2 & T3. Z \ R4-9 R9-3a R9-3B (RT) R9-9 R9-11 (RT) EVEN THOUGH VISUAL CONTACT IS OF WORK). THE NOTIFICATION SHALL DESCRIBE THE ACCESS LIMITATIONS, DATE OF F ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THE PROPER POSITION (ARRAY 15 if) (n POSSIBLE. LIMITATION AND GIVE THE APPROXIMATE DATE AND TIME OF ACCESS RESTORATION. NO AT ALL 77MES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS �.+ BARRICADE TYPE 111 WITH W I �, ACCESS SHALL BE LIMITED ® WITH DURING NON-WORKING HOURS EXCEPT. AS APPROVED BY NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. FLASHING LIGHTS K-RAIL STEADY BURN ROAD Z^,� THE CITY/COUNTY. CLOSED ® ® // 15. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY THE G. FIVE FOOT CLEARANCE SHALL BE MAINTAINED BETWEEN OPEN EXCAVATION �•-� BARRICADE TYPE 11 WITH FLASHING FLAGGING CLOSURE LLLfff CITY/COUNTY AND ADJACENT MOVING TRAFFIC LANE ANY OPEN TRENCH WITH LESS THAN 1 LIGHTS&C27 SIGN(PLACE O 100'MIN) (TYP) - FIVE FEET OF CLEARANCE SHALL BE STEEL-PLATED OR BACK-FILLED Y RI 1-2 R81 (CA) R81 A (GA) R81 B (CA) W 1-4 (RT) 76. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTEC77ON OF TRAFFIC IMMEDIATELY AFTER EXCAVATION. TRAFFIC PATTERN Q SIGNAL LOOP-SENSORS AND SIGNAL AND INTERCONNECT CONDUITS. WHERE DAMAGE IS J CAUSED BY THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL REPLACE H. CONTRACTORS SHALL PROVIDE FLAG MEN AS DEEMED NECESSARY BY CITY. O DAMAGED CITY FACILITY AT NO COST TO THE COUNTY OR THE CITY OF LAKE ELSINORE. I. CONTRACTOR SHALL REPLACE ALL DAMAGED STRIPING. PREPARED I I EC0 17. ALL EXISTING STRIPING WITHIN THE WORK AREA MUST BE SAND BLASTED PRIOR TO GRAPHIC SCALE ro' BEING REAPPLIED WITHIN THE COUNTY RIGHT OF WAY. THIS DOES NO APPLY TO THE J. CONTRACTOR SHALL MAINTAIN 5-FT OF SIDEWALK CLEAR FOR PEDESTRIANS » AXan AREA PROTECTED BY THE K-RAIL AT ALL TIMES. PEDESTRIANS MAY NOT BE DIVERTED TO THE STREET. W3-4 W4-2 (RT) W4-2 (LT) W4-7 (RT) W6-3 K. CONTRACTORS SHALL MAINTAIN SAFE PEDESTRIAN ACCESS TO ALL X-WALKS I %18. THE FOLLOWING AGENCIES SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY DETOUR BY USING FLAGGERS. ( IN FEET) AND/OR CONSTRUCTION ACTIVITIES. I inch= 40 M UAEYDV <9> L. CONTRACTOR SHALL COORDINATE WITH CALTRANS ELECTRICAL MAINTENANCE,yEAp CITY OF LAKE ELSINORE (951) 674-3124 909-388-7092 FOR TRAFFIC SIGNAL ISSUES S CONSTRUCTION SERVICES/FIELD ENGINEER (909) 772-5979 W8-11 W13-1 W20_1 W20-4 TRAFFIC ENGINEERING (951) 674-3124 EXT 240 M. PRIVATE DRIVEWAYS (TO BE SPECIFIED BY THE FIELD ENGINEER) SHALL BE f POLICE (GIVE LOCATION AND DURATION) (800) 472-5697 KEPT OPEN AT ALL TIMES. ! FIRE DEPARTMENT (951) 674-2161 Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLL4NCE WITH THE PREPARED BY: RABBIS ASSOCIATES SHEET NO. CAI. APPROPRIATE CITY AND STALE TAWS AND HAVE BEEN FOUND CITY OF LAKE ELSINORE Call: TOLL FREE ACCEPTABLE (n's'� z , 730 g S SMIN iem ITV OF YF SanMigo,04 9210PLANS FOR THE IMPROVEMENT OF: 15 'gym (819)236-1773•FAX(619)236-i179-2 0 ./ _ LA PLSino 5 m DEXTER AVENUE & SECOM STREET I/ 227-Z6OO k.l��� os n SCALE.' BENCH MARK.- TWO WORKING DAYS BEFORE YOU DIG KEN A.SEUM4LO, RCE No. 56915 ATE _ DREAM E)(TREME 2/04/09BRASS CAP N THE CENTEffiWE OF CENTRAL A MEE DEXTER AVENUE TRAFFIC CONTROL DIRECTOR OF PUBLIC WORKS ALI M. SHAHZAD R.T.E. TR2295 DATE: ;` --20 STA•PED COOT DEXTER CENTRAL PI LS 3315 19M PHASE 1 OF28SHTS DESIGNED BY MW DRAWN BY: MP CHECKED BY ESGCITY OF LAKE ELSINORE EXP. 6/30/2009 or cw.� DATE. 2104109 OF�U AWW AM�7R'LL AV CIM FROM STA 28+00 TO CENTRAL AVENUE FILE NO. JN 082-0111.01 II �RR 5 SIGNING AND STRIPING NOTES ! INSTALL 4-INCH WIDE DOABLE YELLOW CENTERLINES PER f CALTRANS STANDARD PLAN A20A, DETAIL 22 (THERMOPLASTIC). f I O SIGNING LEGEND SIGN AND/OR POST s i I E❑ EXISTING TO REMAIN O 'a Uj 01 SECOND 6 STREET ! a WI W F- �, , I V) Cn z I I I I ' 0 SECOND STREEa 00- COUNTY OF RIVERSIDE W 6Z _ N LA CITY OF KE-EtSINORE- - - -�- -- - v/ ft W C L z WM m �— 25 Q W� E E E E 0 �I JI W j WI Y J GRAPHIC SCALE I IN FEET) 1 inch= 40 ft. � 00 Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPL6INCE WITH THE PREPARED BY. HARRIS & ASSOCIATES SHEET NO. E , GAAPPROPRIATE CRY AND STATE LAWS AND HAVE BEEN FOUND s.ss, CITY OF LAKE ELSINORE L� Call: ACCEPTABLE n o s. �4 750 B Shwf Su11W 1600 TOLL FREE ::ITY OF // ��`� Son D1po,G 92101 PLANS FOR THE IMPROVEMENT OF: �� z 1�l// (619)236-IrM 0 FAX(619)236-1179 DEXTER AVENUE & SECOND STREET e c —80o LAKE �LSIIYOR� N0.C59991 SCALE., BENCH MARK: [ 227-2600 ,�Q� E R.5-30-10 . np �1 Il DREAM EJITREME 2/04/09 Sf BRAES CAP W DiE CEIIIERlMC LIB CENTRAL AIOXIE OF LV SHTS KEN A SEUMALO,RCE No. 56915 DATE c,v1� 1=4d STAMPED CDOT DEXTER CEMIRAL H Ls JP5 IW10 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. 12010 DATE: TF or cw1Eo APPRDXAUTELY 250'MEnRY rr 11E RIIERSECTKW SECOND STREET SIGNING & STRIPING FILE NO. Il CITY OF LAKE ELSINORE EXP. 6/30/2010 DATE a O;IER AVEME AND CEMnAL AWW.. FROM STA 23+00 TO STA 29+00 DESIGNED BY MW DRAWN BY: MP CHECKED BY.- ESG 2/04/09 XX JN 082-0111.01 i O O SIGNING AND STRIPING NOTES 1 5 6 INSTALL 12—INCH WIDE WHITE LIMIT LIPS PER CALTRANS E� + E 6 + El STANDARD PLAN A24E (THERMOPLASTIC). j 2 00 25 00 ❑ INSTALL PAVEMENT LEGENDS AS SHOWN, PER CALTRANS STANDARD PLAN t MPN 5 A24C,A24D &A24E. INSTALL 4—INCH WIDE DOUBLE YELLOW CENTERLINES PER 6 CALTRANS STANDARD PLAN A20A, DETAIL 22 (THERMOPLASTIC). V) i N THIRD STREET I I - I I W a Z a � SIGNING LEGEND tt _—� z3+oCOUNTY OF RIVERSIDEzz+oq�— 1 oo H zz+oo 6+00 o z5+oo 2a+00 z1+ao zo+oa 19+00 18 J p SIGN AND/OR POST _ LJ 2s+o^6.38 DEXE�R AVE= -' CITY OF LAKE ELSINORE / E ADD SIGN To EXISTING POST LLJ 0 EXISTING TO REMAIN J Fil - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - m SP INSTALL SIGN AND POST LLJ Uj J I I I I Z THIRD STREET Z o wl DEXTER AVENUE I of ZI O UI O W V1 O I 00 SECOND STREET W g 6 E❑ 5 SP 5 2 z I 45 zo STOP W 1 1 � 2 a I WI �r 9+29.50 DEXTER AVE O a 30+00.00 SECOND Oj0 �� W O > �] -CN 17+00 16+00 15+oCOUNTY OF RWERSIDE14+oo V U "+. lz+oo 11+00 to+oo UI t 9 00 �I N CITY OF LACE ELSINORE n W �( O 1 JI w - � - - - - - -� 7�� - - - - y - - -� - - - --,� - - - - - - - - Z I � chi Y J I I 12 12 I JI 1 I I JI I GRAPHIC SCALE 20 MATCH LINE, SEE SHEET 14 STA 29+00 SECOND STREET IN FEET> T I ;non= AD It E I a� tl ^1 Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLp a WITH THE PREPARED BY. HARRIS & ASSOCIATES SHEET NO. 1 v nT�/�T FD/T� APPROPRIATE CITY AND STATE LAWS AND HAVE BEEN FOUND OFESS, CITY OF LAKE ELSINORE .12 1��"�ilf Call: ACCEPTABLE ,moo S. 4 7w B��t� �/� TOLL FREE :ATY OF E� Son Esp.CA �FAX(Wf!)2J6-1179 PLANS FOR THE IMPROVEMENT OF: 3 � 1 c 1 —aoo ,/ LAIZE 2LSIIYOR� ,D� N0.C59991 a gam; BENCH MARK: DEXTER AVENUE SECOND STREET i 227-2600 ltrit�_.� IL 2104109 V�DCP.6-30-10' BRA%CAP W Dr CENTERl91E OF CDIIMAL A� DEXTER AVENUE SIGNING & STRIPING OF 28 sH W 11 KEN A.SEUMAL0,RCE No.56915 DATE _ DREAM M EXTREME r� CIVIL 1"=40' STAMPED COOT DEXTER CENTRAL A IS 3315 1980 vY TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. 12010 DATE: zF a,.cw.Ifo APPRaWAIELr 26D'WESTERLY CF THE WTERSECIILW FROM STA 29+00 (SECOND STREET) FILE NO. CITY OF LAKE ELSINORE EXP. 6/30/20T0 DATE; OF DEXU A WW AM)MYMAL AVE)". S DESIGNED BY: MW DRAWN BY: MP CHECKED BY: ESG 2/04/09TO STA 28+00 (DEXTER AVENUE) XX JN 082-0111.01 i DEXTER AVENUE CENTRAL AVENUE W f 3 2p ' uE"' 4 ALLAN STREET I o N. A . P. 36+75.58 DEXTER AVE= 41+00 � ao 00 3e+oo � 37+00 CL ALLAN 5T36+00 O�— 35s0� •Y In � F I � 40+00.00 DEXTER AVE= a o w 2 �� 16+75.79 CENTRAL AVEcn la � h r► �� o \ o wf I W f IyPROkUW NTS 9Y Qn+Elrs IMPROY�NY IY OTHERS W \� W32+95:�b R AVE- �qc CENTRAL AVENUE \ ` L CRANE ` 6Uj G7 HWY 74 V) �\ V) GENERAL SIGNING AND STRIPING NOTES 20 �' 1. TRAFFIC STRIPES, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS(RPM'S) SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC �L .2 / �\ 3�x \ \\\+-�({/L �- _ _ _ Q SIGNING AND STRIPING NOTES CONTROL DEVICES(MUTCD)2006 CALIFORNIA SUPPLEMENT AND CALTRANS STANDARD PLANS AND STANDARD SPECIFICATION 84 3c / �� f INSTALL 8-INCH WIDE WHITE CHANNELIZING LINE AND INSTALL RAISED 2, 85 DATED MAY 2006 AND AS MOST RECENTLY REVISED. Ld STRIPING, SIGNING, OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO FIELD INSPECTION AND APPROVAL BY THE PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20D, DETAIL 38. INSPECTOR. STRIPING OR PLACEMENT OF RPMS SHALL BE CAT TRACKED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO \� R-- 3o+D 24 ^ LLI INSTALL 12-INCH WIDE WHITE LIMIT LINE PER CALTRANS FINAL INSTALLATION. /9 \\ \\ \ — 1COUNTY OF RIVERSIDE2s+oa 28 W q�f CITY OF L. STANDARD PLAN A24E (THERMOPLASTIC). A \ E ELSINORE N = ❑ 3. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE STRIPING BEGINS. THE INSPECTOR C 12' � 4J f INSTALL TYPE IV (L) OR (R) PAVEMENT ARROWS AS SHOWN ON PLAN, SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO .9 f ��i= 3 PER CALTRANS STANDARD PLAN A24A (THERMOPLASTIC). INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY -- — — — — — Lid Z INSTALL TRAFFIC SIGNAL LOOP DETECTORS PER CALTRANS STANDARD PLAN 4. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI-INTENSITY GRADE REFLECTIVE SHEETING AND BE A MINIMUM OF 30X30' OTHER ES-5A, ES-5B (TYPE 'E'). USE LOOP SPACING SHOWN ON DETAIL IF NOT REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. �f SHOWN ON PLAN. ❑ 5. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT QUARTER DELTA OF THE CURB RETURN, OR BACK OF W STOP INSTALL PAVEMENT LEGENDS AS SHOWN, PER CALTRANS STANDARD PLAN Q 5 THE CROSSWALK OR STOP BAR. SP v z A24C,A24D &A24E. INSTALL 4-INCH WIDE DOUBLE YELLOW CENTERLINES PER CALTRANS 6. ALL R1 SIGNS WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R OR AS SPECIFIED ON THE PLAN.STANDARD PLAN A20A, DETAIL 22 (THERMOPLASTIC). 7. ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE CURB RETURN OR BEHIND THE n RL INSTALL TWO WAY LEFT TURN LANE PER CALTRANS STANDARD PLAN WHEELCHAIR ACCESS RAMPS UNLESS OTHERWISE SPECIFIED ON THE PLAN. U W m A208 DETAIL 32. 8. THE STOP LEGEND SHALL BE 10 FEET BEHIND THE STOP BAR. IF REQUIRED, DIRECTIONAL ARROWS SHALL ALSO BE 10 FEET BEHIND Q CALTRANS MEDIAN ISLAND (DOUBLE DOUBLE YELLOW LINE) DETAIL 29 THE STOP BAR OR 8 FEET BEHIND THE STOP LEGENDS. 8 9. ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC SP CL 4S ' TINSTALL LIMIT LINE PER CALTRANS STANDARD PLAN A24E CONTROL DEVICES(MUTCD) 2006 CALIFORNIA SUPPLEMENT AND CALTRANS STANDARD PLANS: A20-A THROUGH A24-E W (THERMOPLASTIC). 5 E O f 10. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY BE INSTALLED ABOVE THE R1 SIGN OR AS SPECIFIED ON 10 PAINT MEDIAN FLARE PER APWA STD. DETAIL 141 1 (1:5) THE PLAN. Z 11. THE POST MATERIAL SHALL BE TELESPAR QWIK-PUNCH"OR APPROVED EQUAL WITH RECEPTIVE 30-INCH OR 36-INCH ANCHOR ASSEMBLY. Jf STRIPING LEGEND 12, ALL PAVEMENT STRIPING AND LEGENDS SHALL BE THERMOPLASTIC AND SHALL BE INSTALLED PER SECTION 84.3 IF THE CALTRANS W STANDARD SPECIFICATIONS. 4L INSTALL TYPE IV (L) OR (R) ARROW AS SHOWN 13. ALL PAINTED STRIPING SHALL BE THERMOPLASTIC AND SHALL BE DOUBLE COATED IN NOT LESS THAN 7 DAYS, BUT NO MORE W THAN 14 DAYS FOR FROM DATE OF INITIAL INSTALLATION. Y 14. ALL PAVEMENT MARKING, PAVEMENT LEGENDS, AND LINES 8'OR WIDER SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED J f SIGNING LEGEND BY THE DEPARTMENT OF PUBLIC WORKS. SIGN AND/OR POST 15. ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKINGS(RPM) PER SECTION 85 OF THE CALTRANS STANDARD GRAPHIC SCALE SPECIFICATIONS. 20 ❑E EXISTING TO REMAIN 16. TYPE DB 2-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED ADJACENT TO EXISTING FIRE HYDRANTS WITHIN THE LIMITS OF f THIS PROJECT PER STATE AND CITY STANDARDS. RL RELOCATE EXISTING SIGN AND POSTI IN eeeT) ( 17. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANE LINES SHALL BE PARALLEL/CONCENTRIC TO THE STREET CENTERLINE. I inch= 40 1t. SP INSTALL SIGN AND POST 18. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND/OR TO THE CURB FACE. 19. PAVEMENT MARKING SHALL MATCH RIVERSIDE COUNTY STENCILS. p+ g is Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES CITY OF LAKE ELS►NORE SHEET NO. -�` DE Tyy�K' ACCEPTAl4TE CIiY AND STATE LAWS AND HAVE BEEN FOUND v' v} GOII: �pFE55l ( ' ACCEPTABLE a aV 750 B Slnd SuBu IB00 /�TOLL FREE �ATY OF A��o s.4�,_4 fc� �pia CA 22101 PLANS FOR THE IMPROVEMENT OF. IL z 1-800 �c m (Off)236-1778 0 FAX(619)2M-11T8 LAItE LSINOIZE m DEXTER AVENUE & SECOND STREET �� 227-2600 ,?�Lr.�i.-�Q� Okil2K :,o ����� w� E%70 6-30910 : scAlE: BENCH MARK: DREAD M E REME 2104109 s seAss cw W THE CENIVaM OF CENTRAL AM" DEXTER AVENUE of 28 SHT5 � TWO WORKING DAYS BEFORE YOU DIG KEN A. SEUMALO,RCE No. 56915 DATE �- XT "� crva 4� 1"--40' STAMPED COOT DEXTER CDITRAL P1 LS M15 19e0 DIRECTOR Of PUBLIC WORKS EHAB S. GERGES R.C.E. C59991 DATE: �, cw1Fo APPRaalAmr 26o'MESIERLY OF THE W011EcI1LW SIGNING, STRIPING AND LOOPS FILE 11. DESIGNED BY MW DRAWN BY: MP CHECKED BY ESG CITY OF LAKE ELSINORE EXP. 6/30/2010 DATE 2104/09 p`DEXfER A1fNUE AND QNIRAL AWWE. FROM STA 28+00 TO CENTRAL AVENUE xx JN 082-0111.01 i 00 X N N c4 E d I I I I { - - - LL �0 I N Q I i G F- 5 G G G G TRU_ Y - E SECOND STREET CENTERLINE h U F ID a O ^ ^ Z a tiN W T — T ro a � LLI I 61 a Lid LLJ / 13 (/) 6 y LLJ W P)y 1 Uc 1 /W LLJ I W w Ld LLI V)I J �I CONSTRUCTION NOTES p 0PROTECT EXISTING IMPROVEMENTS IN PLACE 6 O5 CONSTRUCT 0.15'AC SURFACE COURSE / 13 0.15' EXISTING MILL PAVEMENT SEE VARIAVARIABLE DEPTH COLD MILL VDETAI ONARIABLE ESHEETR2M 0' TO v I 15 CONSTRUCT 50'HEADER GRIND PER "50'HEADER GRIND DETAIL" / I ON SHEET 2 w o/ >I HATCH LEGEND { / I I I / VARIABLE DEPTH COLD MILL LLI y S Ip J 22+3;24 � HEADER GRIND SEE TYPICAL SECTIONS E 6.28 / X . h 908 17 r I I AC OVERLAY ONLY w ' LA O , I CENTERLINE DATA Q� I I I NO DELTA NG RADIUS LENGTH TANGENT O{ A=80'4824" 200.00' 282.07' Z 2 N 43'44'18"E - 83.69' J I I W I I I GRAPHIC SCALE I I zo o io ( IN FEET) I inch= 20 It I I I I 1 { �y �UTnderground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY.• HARRIS �' ASSOCIATES SHEET NO. � V U1 /ICJ�rj�, Calk APPROPRATE CITY AND STATE LAWS AND HAVE BEEN FOUND �aFESS, 750 B�� 1W - CITY OF LAKE ELSINORE ^` 5 �i1 ACCEPTABLE o 5. 4 CA PLANS FOR THE IMPROVEMENT OF: TOLL FREE -I Ty Of pi-12L' ` (Q9��2i FAX(619)236 1179pSXTER AVE11!!�dr SECOND STREET t \ 1—soo LAFZE jr,2 Q a m/� ND.C59991 a BENCH MARK: ,� 227-2600 2(— / EXP.6-30-,o •p —� z oa/os � BRASS CAP 9J T{IE C£NTERIINE OF CENTRAL AIEM/E SECOND STREET of ZS sHTs KEN A SEUMALO,RCE No.56915 DATE -._ DREAM EXTREME t� cmL I.°=20 STUMPED CDOT DEXTER CENTRAL 19 LS 3315 1960 TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. C59991 DATE �F G•CraiE APPR0.a A7aY 260'MESTERLY Or 7HE MNTERSECTIQ4 REHABILITATION PLAN FILE NO. `• CITY OF LAKE ELSINORE EXP. 6/30/2010 DATE., a DEXTER At4NTE ARD CENTRAL AIWD"W. FROM STA 23+00 TO STA 26+00 DESIGNED BY, MW DRAWN BY. MP CHECKED BY: ESG 2/04/09 JN 082-0177.01 - - VC , _ _ i - - : • i $, a W so . o K� ro rio 8 1900 N 0 U) ed °' 1900 4 I o, N ^ , m - +a +a1 th16 i Nh + vi + � 1296 i N 1$96 I EXI NG 1298 99 O +O o W 1 OP SED GRADE A to o + I 1300 I r - °o + rn a N ^o +° mw I N N ^ 1900 1 _ ^ I • , 1296 _ — —— SD 0000' vc I { } I 1296 { _FyIq LIP I sL (n I { OPO ED T $ o i-ai W yj$ N a ri °o i LLJ °o + a + ° + + ° 1900 I I i^ ^ ' .: +La m `W I + 1296 Nfit 1296 CL i . W SCALE ( HORIZ: 1"— I i VER L• 1'=4' F— 26+00 27+00 28+00 29+00 30+00 18 18R AVENI CONSTRUCTION NOTES 01 a; a �jr -K i° O, PROTECT EXISTING IMPROVEMENTS IN PLACE W N T MATCH LINE, SEE SHEET 09 STA 29+50 cn °0• J J Z Z b a 5 CONSTRUCT 0.15'AC SURFACE COURSE N w N I 8 PULVERIZE EXISTING AC PAVEMENT THICKNESS&BLEND WITH 1 N o O SUBGRADE SOILS(75R), AC GRINDINGS(25%) FOR THE UPPER U N g 12-INCHES OF ROADWAY SUBGRADE O rn w = -�- ^ + I I 14 CONSTRUCT 0.40'FULL DEPTH, AC BASE COURSE O I + c°iy I I 15 CONSTRUCT 50'HEADER GRIND PER '50'HEADER GRIND DETAIL' z N N ON SHEET 2 CN F- , _ I 18 CONSTRUCT PROCESSED MISCELLANEOUS BASE SHOULDER, SEE Q TYPICAL SECTION SHEET 2 I -- BORING I T EXIST.SEC. N —T = r T HATCH LEGEND Wf 5 J'ABC G ^ 6 G_ ONSTRUCTION CENTERLINE g g ,q 0° Q — _ — —o { — _ = _ S_ EE TE S EET FULL DEPTH COLD MILL Z 28+00 29+00 30 00 � /� E C ND SECOND STREET CE TERUNE 2 OF LAKE ELSINORE __ N OUNTY OF RIVERSIDE 3 I VARIABLE DEPTH COLD MILL d: f m HEADER GRIND SEE TYPICAL SECTIONS {LI f C 6 W .50 E R A VE- N I I I' II I I'' 11 I 30 OO.QO COND ST PROCESSED MISCELLANEOUS BASE WN —T -T h N T B T T n N T \ — = T ®— SHOULDER J N —� - o--- I ® r - CENTERLINE DATACn W NO DELTA NG RADIUS LENGTH TANGENT W CAUTION: 1 N 43.44'18'E - 108.80, - HIGH PRESSURE GAS - �/w N 51'15'29"E - 68.77' = Y STANDBY REQUIRED Q Ie I 3 N 43'44'18'E 172.43' ,J Cn Z I I I I GRAPHIC SCALE la ad O +,o I IN FEET> U + ° N 4 N Cam{ 5 N I a I 1 inch= 20 ft.. 1 13 I 1 1 18 1 11 1 1 I I Q � Underground Service Alert REV BY DATE REVISIONS APPR. DATE THE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES SHEET NO. 1CYa�! DIGCall., APPACCR�LE CITY AND STATE LAWS AND HAVE BEEN FOUND QR°FESSkM 750 B S11.d San. IWO CITY OF LAKE ELSINORE N / TOLL FREE .ITY OF ° 5' � San ONyo,CA 92101 10 a�$4' UL PLANS FOR THE IMPROVEMENT OF: Z /I 1-800 t N (819)239-177e•FAX(619)236-1179 DEXTER AVE WE & SECOND STREET \ c 227-2600Q LAKE �LSIIYOif�E r_ No.csesa, SCALE. BENCH MARK: IL 2/04/09 s STAss CAP O ITIEDE TER CENTRA F CENTRAL 1960 SECOND STREET OF 28 SHTs KEN A SEUAlALO,RCE No.56915 DATE DREAM EXTREME s cN,� i^=P0• DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. C59991 DATE: ��F a•Cn.° STAPPROMA7RY 260'IIESIERL9 OF INE INiERSFCnpv REHABILITATION PLAN FlLE NO. TWO WORKING DAYS BEFORE YOU DIG EXP. 6/30/20f0 8 p,�; DESIGNED BY: MW DRAWN BY: MP CHECKED BY: ESG CITY OF LAKE ELSINORE 2104109 OF DEXTER AWNUE AND CENTRAL AVENUE. FROM STA 26+00 TO STA 29+50 XX JN 082-0117.07 I I { r , :. i t F . y . It d I a 1 r r 1 1. , I I 1 I I e 1 , . r , tal- I i I • 2 a aLoi m - - i 1300 JON � 1300 I 73x ; A­ PORTION 1' ' VC EXIS G - 1 L PVI tt+s ROPED 1 A I "- 1296 CAN r i ool i I of 10 Z I 0 h A O ry µ +cf o,pp IY00 a + + N ry 1300 ---- -- - -- Ld 6, 1296 1296 E� r f ; W a nIR , a m o 9.6 � m ri n m a m . .- a .r :-+ N F-� F ° m L900 - Q a 16 + m o N A IM19 Ld _ w �> 3.73x __ WI O 1 �I -4 i HRIZ• 1" 20' 1296 1296 12+00 11+00 f 0+00 9+00 z�z,T CONSTRUCTION NOTES of 18 1 (3PROTECT EXISTING IMPROVEMENTS IN PLACE co O EXISTING SURVEY MONUMENT TO BE REESTABLISHED BY A 0, CALIFORNA LICENSED LAND SURVEYOR. OCONSTRUCT 0.15'AC SURFACE COURSE O PULVERIZE EXISTING AC PAVEMENT THICKNESS do BLEND WITH [ Lr) O SUBGRADE SOILS(75x), AC GRINDINGS(25x)FOR THE UPPER W + 12-INCHES OF ROADWAY SUBGRADE. �,I CAU77ON: SECOND STREET 30+44.59 SECOND ST O ADJUST TELEPHONE RISER, CONTRACTOR TO COORDINATE WITH HIGH PRESSURE GAS VERIZON TWO WEEKS PRIOR TO CONSTRUCTION. lL}.- STANDBY REQUIRED 30' 3 1 �R 22' 8' 20' 10' 1 Q - / � TEL. PEDISTAL 1 O pp ADJUST WATER VALVE FRAME AND COVER TO GRADE. (n - - - - t - - - - - - • SIGN14 CONSTRUCT 0.40'FULL DEPTH, AC BASE COURSE 1 1 CONSTRUCT PROCESSED MISCELLANEOUS BASE SHOULDER, SEE qq �0 T T T T T 8 O TYPICAL SECTION SHEET 2 g 5 R I 22 INSTALL SURVEY MONUMENT WELL PER LAKE ELSINORE STD. 601A, G 2 M ,,y G II I p �� W6" G 3_1V y 1 B. C&D 9+29.50 DEXTER AVE= 30+05 Bs (SEOSECOND CCONDONO STT a z2 HATCH LEGEND 11+OOD EX T E A VENUE 0 9+100 CL 30 DWY 1 FULL DEPTH COLD MILL -I - - - - - 4 - - - — I X S 6 1 2 ,J 29+90.80 SECOND ST 20'RT A*k SHOULDER P PROCESSED MISCELLANEOUS BASE ;aj 5 NGI y•' ~ 3 V) 5 �( W 1 TO T _ pr T —T - 3'1B CENTERUNE DATA (n NO DELT NG RADIUS LFNG7H REMARKS 1 N 4696'14' W - 220.50' - Lij 3 LLJ - -- - - - - - - - 2 N 4344'18' E - 140.00' - (/') 3 N 43'44'18" E - Sam' - 29+51.49 SECOND ST 11'RT AP Z MATCH LINE, SEE SHEET 10 STA 29+50 GRAPHIC SCALE SECOND STREET D 1. ^� ZWZ U O ( IN FEET) I <� z 1 inch= 20 fL L O — o Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS IWVE BEEN REVIEWED FOR COMPLdINCE WITH THE PREPARED BY., HARRIS It ASSOCIATES SHEET NO. 1 APPROPRI47E CRY AND STATE LAWS AND HAVE BEEN FOUND oFESS1 CITY OF LAKE ELSINORE 0 Coll: ACCEPTABLE P1`s 04•.Y 750 B Shwf,Su1M I800 /� • ,n / TOLL FREE .ITY OF ' Son Dfyo,CA 9210, PLANS FOR THE IMPROVEMENT OF M z (619)236-1778 0 FAX(619)236-1179 V C �i 1-800 LAIZE ' LSIN0RE a DMER AVENLE & SECOM STREET N0.C59991 a SCALE BENCH MARK: 227-2600 Q� 9 —� f oP.6-�-10 * REHABILITATION PLAN �f �._ DREAM M E�TREME 2/04/09 f r ertASs CAP IN iNE mvTLNtw[cr CElvmu AiOaH- OF!.�SH KEN A.R OF PUBLIC RCE No.56915 DATE �, crva 1'=20' STAMPED CDOT DEXTER CENTRAL N LS 3315 1960 DEXTER AVENUE FROM STA 11+50 TO I TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. C59991 DATE: a.cA3 APPRO.tlMAlELY 260'WESTERLY OF THE WTERSECTM STA 9+29.50 AND SECOND STREET FILE No. CRY OF LAKE ELSINORE EXP. 613012010 DATE OF IX)MY METRE AND CENTRAL AKNE DESIGNED BY. MIN DRAWN BY MP CHECKED BY ESG 2/oa/os FROM STA 29+50 TO STA 30+44.59 xx JN 082-0111.01 ww wwNNNNNNNwwwwwwwwwwwwwNNNNNwwwwwwwwNNNNwwwwwwwwww wwwwwwwwNN NN NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN ■iNNNNNNN■■N_ - NN NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN NNNNNNNNNN- NNNNNNNNNwwwwwwNNNNNNNNwwNNNNNNNNNNNNNNNNNNNNNNN■■ NNNNNNNNNN 00��►•1'1 NNN■iNN■iN■iN■iii NNN■iNNNN■■■i NNNNNNNNN■iNNNNN■i■iNNNN NNNNNNNNNN N NNNN N NN. N i ! N■Imm NN N NNN •,�, NNNNNNNNNNNNNNNNNNNNN NNNNNNNNNN_ ® N NNN■■. ME�7' N■E7. ND" ■?m'_' ND ' N _ Nw M�. N■q sm . smEn ME . on N® ME N NiN' 1�- N■!I w,. N ME • NN- ME _ ERM NiN■�f' NUJ: IMEMN RE NN. NNNNNNNNNNNNNNNNNNN _ NNNNNNN■■N�� r w� =!!N M®_ N■EI �■ N■M N�NNNNNI NNNNNNNNNNN NNNNNNNNI!!J ® Vi r® m��rNmm -0.1 NNN■t�.�� f�B• ME_ NE'! NN�NN�i NNNNNNNNNNN wwN■■NNMMMM i - � rrrwuuu•wri,; rrrrrwwrrrril�_ w r rr.- r. wr. 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Mho _!/lit Emig -Mmin - Mw■luwwl 'il ----------------- M� ML't7 MMMMMMawwawaMwM��:�.�' r� m NEB wild w14 ' �I i M " M M� - MMMMM■N MMMMNNMMM M aNMMMMMMMMMMMMMMMMN■r■i■wMw���� •■a ■ram M M ■� MMMMMM- _ MMNMMNMM — M MMMMMMMMMMMMMMMMMMMMMMMNMMMMM�MMM��C■_�1•il i�M■�w��� MMMMMNMM • Nor MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM�MMMMMMMM" MMMMMMMMMM ' . • - MM MMMMMMMMMMMMMMMMMMMMMMMMMMMMNNMMMMMMMNMMMMMMMMMMM MMMMMMMMMM- Mm MNNMNMMMMMNNMMNMMMMNNNMNMMMMNMNMMMNMMMNNMMMMMMMMM MMMMMM �ww M MMMMMM MM MMMMNMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM - MMMMMM Mra MMMMNNMMMMMMMMMNMMMMMMMMMMMMMMMMMMMMMMMMMNMMMMMMM MMMMMM , MM MMMMMMMMNMMMMMMMMMMMMMMMMMMMMNNwwwwwNMNMNNMNNNMMM MMMMMM - MM MNNMNNMMNNMNMMMMwwMMMMNMMMMMMMNMMMMMMMMMMMMMMMwMN MMMMMM - wM MwwMMMMMwwwMMMMMMMMMMMMNMMMMNNMMMNMMwwwMwwwMMwwwM MMMMMM 14 M4 amm off r374lm Underground rvice THESE PLANS HAVE BEEN REWEWED FOR COMPLLOCE WITH THE PREPARED BY., HARRIS & ASSOCIATES ' CITY OF LAKE ELSINORE SHEET No' sl--A�mwm APPROPRIATE CITY AND STATE LAWS AND HAVE BEEN FOUND EE calk ACCEPTABLE TOLL FREE f:D ��M KEN Ai SEO APLO RCE No.56915 DATE O ' ► � Q- II O O ' •• ' REHABILITATION.TWO WORKING DAYS BEFORE YOU D/G 01 EC U I DESIGNED BY- MW DRAWN BY.+ MP CHECKED BY., ESG L CITY OF LAKE ELSINORE ,. j , , , 4EXISTING GRAM11W A X UP t 1 TINGMAO POsED AEA P GUTTER 1300 - a n + u a ] #BERM (n - t rw n z- - 1+ - N A 'O 4) h N + OOi4 to H'f 1296 M � + off M . wlk ; +o rnrn 1296 m `` GIkADE .:C M14 AlU 1300 I An N rn rn » U JV ICJTLJIVEn M u EXIS NG 1ja 36+75 VI 1292 CENTERLINE DATA NO DELTA ERRING RADIUS LENGTH TANGENT M 'k `d N 46'15'53" W - 400.00' , 1,�,96• _ _i -- __ 2 N 79'55'10" W - 360.83' - I MN_ �aN � � MN 1296 _ CURB DATA V a RADC AT LIP F GUTTER NOI DELTA EARING I RADIUS LENGTH TANGENT z op ] a .� ! ; I j �i =89'49'09" 11.26' 17.65' 11.23' 1.900 1 + o + o t" o a ! ❑ p=88-24'19" 13.00' zoos' lzsa' 1.29.2 SW c4 J+ O + N h of O ^ !$ pp ^ ^ O m IA?96 a r` a a r vi 1296 a G�7 LL Q GALE 1292 Ld I �o HORIZ: 1"=20' I VERT.. 1"=4' 40+00 39+00 38+00 37+00 36+00 FIMPROVEMENTS BY OTHERS IMPROVEMENTS BY OTHERS CONSTRUCTION NOTES o ' ' 23 ' ALLAN STREET 9 3 O PROTECT EXISTING IMPROVEMENTS IN PLACE w CONSTRUCT A DETECTABLE WARNING SURFACE ON THE LOWER 3' o ; 2 23 O O OF THE EXISTING PED RAMP 4'X3'PER COUNTY OF RIVERSIDE STD yy o�Dp p I 16 3 1 DWG 403 AND 'CURB RAMP AT SPANDREL DETAIL"ON SHEET 2. `V CENTRAL AVENUE ( HWY 74 1 M a y 0 Z x + O REMOVE EXISTING AC DIKE AND CONSTRUCT 6'AC DIKE PER w 3 Cp COUNTY OF RIVERSIDE STD DWG 21Z W I 48' i N ,, A ,, 4 Q I +h U O EXISTING SURVEY MONUMENT TO BE REESTABLISHED BY A ,I CALIFORNIA LICENSED LAND SURVEYOR. z CONSTRUCT 0.15'AC SURFACE COURSE W U "N1w N I V) 6 PULVERIZE EXISTING AC PAVEMENT THICKNESS&BLEND WITH > - lo, I 11' \ I U I N a a N O SUBGRADE SOILS(75R), AC GRINDINGS(25R) FOR THE UPPER Q 12-INCHES OF ROADWAY SUBGRADE. + O8 ADJUST WATER VALVE FRAME AND COVER TO GRADE. I O - - - II��.. M C - - O9 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE. (n + " I -------- -- ------ ---- -- ------------- `i+r'/ "'. 11 ADJUST GTE VAULT TO GRADE. COORDINATE WITH VERIZON TWO Ixyl G _ _G_ 6" G _ G ® G _ G O WEEKS PRIOR TO CONSTRUCTION. -w//�I�► �j 8"AC IN w w 2 8"`" `1 12 DONCONSTRUCT 7COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD 'Z 0 - 40 0o DEC �I B—S - 39+00 N—S 10" PVC S + s " UE O N 111 VC S S N 14 CONSTRUCT 0.40'A. FULL DEPTH, AC BASE COURSE - w REMOVE AND CONSTRUCT MODIFIED CROSS GUTTER WIDTH=13' PER O v COUNTY OF RIVERSIDE STD DWG 209 O m -- w — 12' PVC W ~ 12ts VC W F- REMOVE AND CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE ro LL1 77 STD DWG 403 CASE'A'AND "CURB RAMP AT SPANDREL DETAIL" Z G Lu ON SHEET 2. I I2 40+00 DEXTER A 5 6 '4 5 ( �'2 ' = 19 REMOVE EXISTING AC AND CONSTRUCT 4-INCH FULL DEPTH AC J T 1 16+7I5.79 CEN AL AYE T EXIST.SECT. �� 81 (n OVER COMPACTED SUBGRADE w ! -T I —T T - T — — — _2 4 — 21 CONSTRUCT A 6'X 3'DETECTABLE WARNING SURFACE(AT EACH s T T - W INTERFACE WITH VEHICULAR PATH) PER COUNTY OF RIVERSIDE STD lLJ _ — _ _ !_ 1 INSTADWG LL SURVEY MONUMENT WELL PER LAKE ELSINORE STD. 601A, Y 3. PLAN ROUTE 7 IM OVEMENTS PER PRO C -- ----------------- .: .L. „ -' 22 Q 0 2 ONTRAC 08-00520ES KEST OF ROUTE FOR STATE 5 �� ooa 9�.,u., w xM -------- 23 REMOVE AND CONSTRUCT CURB RAMP CASE A PER COUNTY OFPLA J \ 0.6 MILES EAST OF ROUTE 11 Ld _ Z RIVERSIDE PER COUNTY OF RIVERSIDE STANDARD NO. 403 2 =1 HATCH LEGEND - - - 2 oi3 IN EAST 'I 56' 1 55' a } I \ N U FULL DEPTH COLD MILL Ir 46 p 54.5' n k o o m I + ao CENTRAL AVENUE ( HWY 74 J �W +� N Io GRAPHIC SCALE >> >> >> M a 3 3 U ry "� g 3 aj 11 12 19 M r%i U w u L — IMPROVEMENTS BY OTHERS 6 6 ' B ' IMPROVEMENTS BY OTHERS B J ALLAN STREET B , ( IN FEET) � O 1 inch= 20 (}. Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES CITY OF LAKE ELSINORE SHEET NO. m 1 6A:1N APPROPR14TE CTR'AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 5' PLANS FOR THE IMPROVEMENT OF:Call: n ///I e1`�Es750 B S1nd,Sufh 1600 ZTOLL FREE ITV OF (�)36�2i FAX(619)236-11791-aoo 4A LAKE �LSIIYOIZE R DEXTER AVENrIE S SECOND STREET `�Ho.cs9ssi SCALE: BENCH MARK: 227-26000t.�_�� o o ! �� }IXP.s-w-10 03 s�P DREAM Ex7REME 2/O4/O9 r BRASS CAP IN TfIE CEN/ERLWE�CENTRAL AwA.r DEXTER AVENUE of 28 SHTS KEN A. SEUMALO, RCE No. 56915 DATE ,- r� F C 1"-20 STAMPED LDOT OUTER CENTRAL P,LS J31S 19M TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. C59991 DATE: TF�.CK�pdF` REHABILITATION PLAN EXP. 6/30/2010 ��, AnPRwauAmr 250'wESTERLr OF THE MTERSECTKw FILE N0. 5 DESIGNED BK MW DRAWN BY: MP CHECKED BY: ESG CRY OF LAKE ELSINORE 2104109 OF DDOEF AW:?"AMO CENTRAL AVEWE. FROM CENTRAL AVENUE TO STA 36+00 XX JN 082-0111.01 I 0.03. OR - S'LY N'LY R'LW RIW LEGEND R/W CONSTRUCTION � / R/W VARIES FROM 30' TO 40' VARIES FROM 30' TO 40' ^�� Q 50' PROPOSED IMPROVEMENTS VARIES FROM 23' TO 38' _ VARIES FROM 61' TO 47' r I 0.12• I , ARIE 0 VARIES FROM 12' TO 2 ' I EXISTING SURFACE DESCRIPTION STANDARD DRAWING NO. SYMBOL I VARIES FROM 20' TO 23' 1 , 12' TO 15' PMB " 1 I VARIES FROM 22' TO 25' I PMB SHOULDER 1 TACK COAT SHOULDER VARIES FROM I COMMERCIAL DRIVEWAY RIVERSIDE COUNTY 207A VARIES FROM 8' TO 38' — — WITH EXISTING C&G I CASE'F'PED RAMPS CALTRANS A884 WHERE OCCURS I i 8' TO 382, ® 5X EXISTING ELEV. PER , PROFILE 0.15'AC 2' ® 5% - I I HINGE POINT I SURFACE SURFACE I TACK COAT COLD MILL FROM 0' TO 0.15' EXISTING I I - -- -_ 2% 2X COURSE _ -'� HEADER GRIND DETAIL PED RAMP SURFACE ______ ----- SEE PLAN FOR SEE PLAN FOR ___t_-- I N.T.S. r---7 ---- -, LIMITS I LIMITS Ik 'Ocs7R CE 0.40'AC BASE COURSE HINGE POINT PULVERIZE EXISTING AC E 77-7CONSTRUCT PAVEMENT FABRIC, PROPOSED PAVEMENT I PULVERIZE EXISTING AC PAVEMENT THICKNESS DIG-OUT PAVEMENT THICKNESS SECOND STREET PETROMAT®OR APPROVED EQUAL. AND BLEND WITH SUBGRADE SOILS (75% 0.15'AC SURFACE COURSE AND BLEND WITH TYPICAL SECTION SOILS 25X AC GRINDINGS) FOR THE UPPER DEXTER AVENUE Y SUBGRADE SOILS (75% COLD MILL VARIABLE DEPTH COLD MILL 12-INCHES OF ROADWAY SUBGRADE. SOILS 25X AC 95% COMPACTION LOCATION(CAL SECTION LOCATION AND WIDTH PER PLAN FABRIC GRINDINGS) FOR THE FROM STA 23+00 TO STA 26+25 UPPER 12-INCHES OF N.T.S. FROM STA 11+25 TO STA 12+25 AND FROM STA 13+50 TO STA 15+00 AND n ROAD ROADWAY SUBGRADE TRAFFIC CONTROL SIGNS SEE SHEET 20 FOR CLOSED SURFACEE 95% COMPACTION FROM STA 23+25 TO STA 24+00 AND FROM STA 25+25 TO STA 27+25 AND LEGEND SURF FROM STA 28+50 TO STA 29+34.95 N.T.S. a nI EX. AC EXISTING UNDERGROUND U11U11E3 I I ___---- SEWER 8"5 TELEPHONE CONDUIT— T S'LY N'LY S'LY ELEV. PER N'LY ----_ - -EX. AB WATER LINE 6"W ELECTRICAL CONDUIT— F — R/W CONSTRUCTION RIW R/W ( PROFILE R/W ---- __o STORM J�RAIN =24'S.D. CABLE TELEVISION —CAN- 0.03' OR•%g" 29' 47' 30' L VARIES FROM 34' TO 40' -�--- ,yj I << EXISTING TOPOGRAPHY Z 7' 22' T 20' 27' I VARIES 24' VARIES I 0,03' OR 3/6" 0.12 1/ - 1 I 9. I PMB FROM 12 VARIABLE DEPTH COLD FROM 10' - PROTECT EXIST. W - EXISTING SHOULDER TO 14' MILL, LOCATION PER TO 16' I CURB& GUTTER SEWER MH a= POLE&GUY ANCHOR 1 ELEV. PER VARIES FROM 1 0.12 (TYPICAL) o 0- STORM DRAIN MH SURFACE I I EXISTING PLAN, SEE VARIABLE , WATER VALVE '' TREE Uj i PROFILE 8' TO 38' I SURFACE DEPTH COLD MILL 3'PMB SHOULDER i j VARIES FROM DETAIL- THIS SHEET I LPA PULL BOX VARIES FROM JOIN 2.0%O 4.3�X VARIES FROM SURVEY MONUMENT Q g -----t___ 2.sX� T�3.3% ZX EXIST I 3.6% TO 4.3X r--- -� -'� VARIABLE DEPTH COLD MILL DETAIL �� STREET LIGHT --�� iE�pHONE PEDESTAL � " E� —�+- 7 I 0 VALVE J - I 7 - =0 - �I r--- 1 N.T.S. /7 � i C - ! I � SHRUBBERY TL DETECTOR LOOPS !E 0.15'AC SURFACE COURSE PULVERIZE EXISTING AC PAVEMENT 0.15'AC SURFACE COURSE CONSTRUCT PAVEMENT FABRIC, \�/ FIRE HYDRANT 4 0.40'AC BASE COURSE THICKNESS AND BLEND WITH 0.40•AC BASE COURSE PETROMAT®OR APPROVED EQUAL. EDGE OF PAVEMENT SECOND STREET PULVERIZE EXISTING AC SUBGRADE SOILS (75X SOILS 25% � � TRAFFIC SIGNAL TRAFFIC SIGN W PAVEMENT THICKNESS TYPICAL SECTION AC GRINDINGS) FOR THE UPPER DEXTER AVENUEP POWER POLE/UTILRY POLE W AND BLEND WITH 12-INCHES OF ROADWAY TYPICAL SECTION SUBGRADE SOILS (75% FROM STA 26+25 TO STA 27+08.06 SUBGRADE. �- SOILS 25X AC N.T.S. �95% COMPACTION BORING LOCATIONS N.T.S. GRINDINGS) FOR THE FROM STA 29+50 TO STA 31+50 B-14 PER LOR GEOTECHNICAL GROUP, INC. "PAVEMENT UPPER 12-INCHES OF N.T.S. (7'AC/O"AB) STRUCTURAL SECTION EVALUATION DEXTER AVENUE ROADWAY SUBGRADE S'LY r N'LY S'LY PROFILEER N'LY FROM HIGHWAY 74 TO 2nd STREET AND 2nd STREET 95X COMPACTION R/W CONSTRUCTION L R/yV R/W rC R/W DATED APRIL 21, 2008 O I_ VARIES FROM 21 TO 30' 1 VARIES FROM 3T TO 4T J 30' 1 I VARIES FROM 34' TO 40' l W VARIES FROM 12' TO 21' T ARIES FROM 12' TO 20' I 12, 24' VARIES 10.03' OR 3b" w J• PMB(SHOULDER FROM 10' -- L&B 3' PMB SHOULDER VARIES FROM 0' TO 9' I I VARIABLE DEPTHTO i6• VARIES FROM 6"TO 8"COLD MILL, CONSTRUCT CURB &PORTION OF EXISTING ELEV. PER EXISTING LOCATION PER , 1 0•72 GUTTER&JOIN EXIST WITH EPDXY SURFACE PROFILE 1' THE TOP OF THE PLATE SHALLSURFACE PLAN, SEE PER SECTION 95-2.03 OF THE Y OIN I ` ' BE FLUSH WITH THE RAMP.JOIN EXIST I 'VARIABLE DEPTH STATE OF CALIFORNIA STANDARD Ld XIST VARIES FROM COLD MILL DETAIL- _��' SPECIFICATIONS. 5X MAX GUTTER JOIN EXIST VARIES FROM __ _1,OX TO 2.D% - 1 BXT2x ___ THIS SHEET r--_-_7- EXISTING SIDEWALK RETROFIT ONLY. SAWCUT AND APRON SLOPE AT RAMP OPENING� - Ir i CHIP OUT 1.5" WIDER AND 1" AND LS%CROSS SLOPE. w i i I I DEEPER THAN WARNING PLATE. 0.15'AC SURFACE COURSE PULVERIZE EXISTING AC PAVEMENT THICKNESS CONSTRUCT PAVEMENT FABRIC, EXISTING C&G-� Q 0.15•AC SURFACE COURSE 0.40'AC BASE COURSE PETROMAT®OR APPROVED EQUAL. EXIST C&G AND BLEND WITH SUBGRADE SOILS (75% .40'AC BASE COURSE - PULVERIZE EXISTING AC WHERE SOILS 25%AC GRINDINGS) FOR THE UPPER PAVEMENT THICKNESS SECOND STREET OCCURS 12-INCHES OF ROADWAY SUBGRADE. DEXTER AVENUE AC SURFACE W EXIST SPANDREL CONSTRUCT PEDESTRIAN , AND BLEND WITH TYPICAL SECTION 95% COMPACTION TYPICAL SECTION RAMP PER COUNTY OF X i SUBGRADE SOILS (75X RIVERSIDE STANDARD SOILS 25%AC DRAWING, 403 bj I GRINDINGS) FOR THE FROM STA 27+08.06 TO STA 30+44.59 FROM STA 31+50 TO STA 33+85.09 (DEXTER PLACE) SECTION B-B 1 o UPPER 12-INCHES OF N.T.S. AND CURB RAMP AT SPANDREL DETAIL i ROADWAY SUBGRADE FROM STA 29+34.95 TO STA 29+50 N.T.S. N.T.S. 95% COMPACTION N.T.S. � F ` S'LY N'LY S' Y N'LY S'LY N'LY w R/W CC R/W R/W CC R/W R/W CC R� W rVARIES FROM 30' TO 40' VARIES FROM 30' TO 40' 0.03' OR•%6" 30' VARIES FROM 30' TO 34' VARIES FROM 39' TO 50' 31' I O ARIES FROAJ V RIES FROM 12' TO 24 33' V RIES FROM 20' TO 2 VARIES I VARIES FROM 6' TO 17• 33' 20' 11• I _Z 1 PMB 12' TO 15' PMB FROM 10' I I V) SHOULDER I 0.12 I 1 I SHOULDER VARIES FROM I EXISTING ELEV. PER TO 14' EXISTING AC VARIES FROM SURFACE PROFILE 1 I SURFACE PROFILE ER I W 8' TO 38' I 8' TO 38' EXISTING ELEV. PER I \ I BERM I I w I 2' ® 55% SURFACE PROFILE 0.15'AC 2' ® 5% I SURFACE -_- - I 0.03' OR 3b" VARIES r _ VARIES FROM 1.7X TO FROM POINT COURSE ( pA7xE TO 2 6% .5%RTOXM S,g 1 --__\- 7X 2x 2X I -T_-_-�I 11 �� I L� Z---71 2.0% �� jr---- HINGE (SEE PLAN FOR - - SEE PLAN FOR -7 j -� :SEE I - LIMITS I 0.12 0.15'AC SURFACE COURSE - 1 - ----��-- HINGE POINT 0.40'AC BASE COURSE PULVERIZE EXISTING AC PAVEMENT THICKNESS AND BLEND `� PULVERIZE EXISTING AC PAVEMENT THICKNESS 0.40 AC BASE COURSE WITH SUBGRADE SOILS (75X SOILS 25X AC GRINDINGS) AND BLEND WITH SUBGRADE SOILS (75% PULVERIZE EXISTING AC PAVEMENT THICKNESS FOR THE UPPER 12-INCHES OF ROADWAY SUBGRADE 0.40'AC BASE COURSE SOILS 25X AC GRINDINGS FOR THE UPPER AND BLEND WITH SUBGRADE SOILS (75% 95X COMPACTION 0.15'AC SURFACE COURSE ) SOILS 25%AC GRINDINGS) FOR THE UPPER DEXTER AVENUE DEXTER AVENUE 12-INCHES OF ROADWAY SUBGRADE. 95X COMPACTION 12-INCHES OF ROADWAY SUBGRADE TYPICAL SECTION TYPICAL SECTION 95% COMPACTION DEXTER AVENUE (N.A.P.) FROM STA 9+50 TO STA 1 1+25 AND FROM STA 12+25 TO STA 13+50 AND FROM STA 33+85.09 (DEXTER PLACE) TO STA 36+51.41 (ALLAN STREET) TYPICAL SECTION FROM STA 15+00 TO STA 23+25 AND FROM STA 24+00 TO STA 25+25 AND N.T.S. FROM STA 36+51.41 (ALLAN STREET) TO STA 39+10.38 (CENTRAL AVENUE) FROM STA 27+25 TO STA 28+50 N.T.S. N.T.S. ! 1 �Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PAS H4VE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: HARRIS & ASSOCIATES CITY OF LAKE ELSINORE SHEET NO. A `V 1 A(� Call: APPROPRIATE CITY AND STATE LAWS AND HAVE BEEN FOUND / �µoressgV 750 B Shwf,Sufb 1800 QQGIGGG�.. ACCEPTABLE / n o s. 4 MM TOLL FREE �.ITY OE wec� //� �x``,)>� ,�^ Son 0bp9.CA 92101 PLANS FOR THE IMPROVEMENT OF, W Z 1-80o LADELSIIYOIZE 7V a (619)236-1778 FAX(619)236-1179 c vexr� av a sEconn s�EEr Ho.C59991 "' SCALE.* BENCH MARK., A (! 227-2600 Gl� ► �— 2104109 !DIP.6-30-10 • !1 v / � DREAMEXTREME BRASSGIPW1HE(bJ1ERIY0EtY():N1RAA1£IR1E OF28SH1S KEN A.SEUMALO,RCE No. 56915 AIE "w' EHAB S. GERGES R.C.E. C59991 DATE: r�>r, C1V1� d STAMPED CDOT DEXTER CENTRAL P1 IS 3315 1980 FIND WINKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EXP. 613012010 OF CN.�F ��. APPROT9YAmY 260'NE IMY OF THE W1EA5ECTKW TYPICAL SECTIONS AND NOTES FILE N0. DESIGNED BY MW DRAWN BY MP CHECKED BY: ESC CITY OF LAKE ELSINORE 2/04/09 OF DEXTER AVE)"AND CENTRAL AKW E. XX JN 082-0711.01 I 1 GENERAL NOTES 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CITY OF LAKE E L S I NOR E 1 INDEX 7TLEHEFT SHEETS 1 OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE 2- TYPICAL SECTIONS&NOTES A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE 3- DEXTER AVENUE REHABILITATION PLAN - FROM CENTRAL AVENUE TO STA 36+00 EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN AND THE LIMITS OF THE PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE 4- DEXTER AVENUE REHABILITATION PLAN - FROM STA. 31+00 TO STA 36+00 PRECAUTIONARY MEASURES FOR THE PROTECTION ALL UTILITIES, PIPES OR STRUCTURES. COUNT Y OF RIVERSIDE 5- DEXTER AVENUE REHABILITATION PLAN - FROM STA. 26+50 TO TA 2 WHETHER SHOWN ON THESE PLANS OR NOT ANY UTI77 LITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE TO 6- DEXTER AVENUE REHABILITATION PLAN - FROM STA 21+50 TO STA 6+50 THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 7- DEXTER AVENUE REHABILITATION PLAN - FROM STA. 16+50 TO STA 21+50 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD SPECIFICATIONS FOR 8- DEXTER AVENUE REHABILITA7ION PLAN - FROM STA. 11+50 TO STA 16+50 I PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. IT STREET IMPROVEMENTS 9- DEXTER AVENUE& SECOND STREET - FROM DEXTER AVENUE, STA 11+50 TO STA 9+29.50 AND FROM IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT REHABILITATION PLAN SECOND STREET, STA 29+50 TO STA 30+44.59 I ALL TIMES. 10- SECOND STREET REHABILITATION PLAN - FROM STA 26+00 TO STA 29+50 3. THE CONTRACTOR SHALL N077FY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR& OF 17- SECOND STREET REHABILITATION PLAN - FROM STA 23+00 TO STA 26+00 I FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909) DEXTER AVENUE AND SECOND STREET 12 DEXTER AVENUE SIGNING, STRIPING&LOOPS - FROM STA 2B+00(S CENTRAL AVENUE 772-5979, BETWEEN THE HOURS OF 9:00 AM. TO 4:00 P.M. MONDAY THROUGH FRIDAY. 13- DEXTER AVENUE SIGNING& STRIPING - FROM STA 29+00(SECOND STREET) TO STA 28+00 (DEXTER AVENUE) 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC 14- SECOND STREET SIGNING&STRIPING - FROM STA 23+00 TO STA 29+00 MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK 15- DEXTER AVENUE TRAFFIC CONTROL (PHASE 1) - FROM STA 28+00 TO CENTRAL AVENUE STOPPAGE. FROM 16- DEXTER AVENUE TRAFFIC CONTROL (PHASE 1) - FROM STA 10+00 TO STA 29+50 I 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY 17- DEXTER AVENUE& SECOND STREET TRAFFIC - FROM DEXTER AVENUE STA 10+00 TO STA 9+29.50 AND FROM RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES CENTRAL A VENUE TO CAMI NO DEL NOR TE CONTROL (PHASE 1) SECOND STREET STA STA 36+44.59 INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. 18- DEXTER AVENUE TRAFFIC CONTROL (PHASE 2) - FROM STA 28+00 TO CENTRALNTRAL AVENUE 6. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) 19- DEXTER AVENUE TRAFFIC CONTROL (PHASE 2) - FROM STA 10+00 TO STA 29+50 I HOURS PRIOR TO BEGINNING WORK. 20- DEXTER AVENUE&SECOND STREET TRAFFIC - FROM DEXTER AVENUE STA 10+00 TO STA 9+29.50 AND FROM PROJECT NO. 4290 CONTROL (PHASE 2) SECOND STREET STA 29+50 TO STA 30+44.59 7. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT 21- SECOND STREET CROSS SECTIONS - FROM SECOND STREET STA 26+00 TO STA 30+50 THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE 22- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 37+75 TO 39+25 q FOR THE CLEARING OF THE PROPOSED WORK AREA. AND RELOCATION AND COST OF ALL 23- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 34+25 TO STA 37+50 W I 1 EXISTING UTILITIES. 24- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 32+00 TO STA 34+00 B. THE CONTRACTOR MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE AT 25- DEXTER AVENUE CROSS SEC77ONS - FROM DEXTER AVENUE STA 29+75 TO STA 31+75 LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 26- DEXTER AVENUE CROSS SEC77ONS - FROM DEXTER AVENUE STA 23+25 TO STA 29+50 w 27- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 76+50 TO STA 21+93.06 9. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS 28- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 9+50 TO STA 16+25 VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE IN THE FORM OF SHT 3 SHT 4 SHT 5 SHT 6 SHEET 7 SHT B. SHT 9 6 AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL IMPROVEMENT SHEETS CONSTRUCTION NOTES E ' ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 10. ALL EXIS77NG MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUC77ON SHALL BE SHT 12 SHT 13 CA4ALCO RD REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE SIGNING AND STRIPING SHEETS O PROTECT EXISTING IMPROVEMENTS IN PLACE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLET70N OF PROJECT BEFORE 21S O CONSTRUCT A DETECTABLE WARNING SURFACE ON THE LOWER 3' ACCEPTANCE IS GRANTED. SHT 15 SHT 16 NUEVO OF THE EXISTING PED RAMP 4'X3'PER COUNTY OF RIVERSIDE STD W TRAFFIC CONTROL PHASE 1 SHEETS sow PERRIS DWG 403 AND CURB RAMP AT SPANDREL DETAIL'ON SHEET 2. W 11. AN ENCROACHMENT PERMIT SHALL BE REWIRED FOR ALL CONSTRUCTION WORK DONE WITHIN ARCILJ_A SITE O CREMOVE OUNTY OF RIVERSIDE AC DIKE AND STD DWG CONSTRUCT 6'AC DIKE PER PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER SHT 18 SHT 19 ELLIS I MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REWIRED BONDING FOR TRAFFIC CONTROL PHASE 2 SHEETS 1s O EXISTING SURVEY MONUMENT TO BE REESTABLISHED BY A PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE I CALIFORNIA LICENSED LAND SURVEYOR. DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH AN APPROVED SET OF CENTRAL '�< IMPROVEMENT PLANS. AVE. ROMOLAND O CONSTRUCT 0.15'AC SURFACE COURSE 0 (HWY 74)ALLAN ST. 6 PULVERIZE EXIS77NG AC PAVEMENT THICKNESS&BLEND WITH Z _ CRANE SUBGRADE SOILS(75R), AC GRINDINGS(25R) FOR THE UPPER O �_ L STREET THIRD ST a" 9 CANYON r D 12-INCHES OF ROADWAY SUBGRADE. i--,1 i'1.\ `_ _�I--_--_---"----_ LSIN �� LA MENIFEE ADJUST O VERIZON TWOPHONE WEEKSRISER. CONTRACTOR TO PRIOR TO CONSTRUCTION. WITH BASIS OFF I 11 J L •� ELSINORE Lli BEARINGS I �_ i BENCHMARK DEXTER ' DEXTER AVE 1-� r ,h� SCOTT V RD Og ADJUST WATER VALVE FRAME AND COVER TO GRADE. NOTE TO CONTRACTOR PLACE i i 1 1 `r vti WILDOMAR O9 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE. 1. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS U m y N 10 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE. j 2. A TRAFFIC ROUTING LAYOUT MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL W TO INDICATE THE ROUTING IMPORT/EXPORT TRUCKS y �, = 11 ADJUST GTE VAULT TO GRADE. COORDINATE WITH VERIZON TWO W I `- WEEKS PRIOR TO CONSTRUCTION. LIST OF ABBREVIATIONS CAA41NO DEL NORTE CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD SECTION 1.3NOF LISTED BENBOOVOK LISTS THE STANDARD ABBREVIATIONS KEY MAP TEME 12 DWG 207A.FOR Q I ABBREVIATION DEFINITION ABBREVIATION DEFINITION 1"=500' THOMAS BROTHERS 866 D2 13 COLD MILL EXISTING PAVEMENT TO A VARIABLE DEPTH FROM 0' TO 0.15'SEE VARIABLE DEPTH COLD MILL DETAIL ON SHEET 2 AC ASPHALTIC CONCRETE MIN. MINIMUM W AVE. AVENUE N.A.P. NOT A PART 14 CONSTRUCT 0.40'FULL DEPTH, AC BASE COURSE BC BEGINNING OF CURVE N.T.S. NOT TO SCALE BCR BEGINNING OF CURB RETURN N'LY NORTHERLY VICINITY MAP CONSTRUCT 50'HEADER GRIND PER '50'HEADER GRIND DETAIL" BF B4CKFLOW PREVENTOR MAX. MAXIMUM UTILITY CONTACT NUMBERS DECLARATION OF RESPONSIBLE CHARGE NO SCALE 15 ON SHEET 2 B.M. BENCH MARK NO. NUMBER REMOVE AND CONSTRUCT MODIFIED CROSS GUTTER WIDTH=13' PER R BVC BEGINNING OF VERTICAL CURVE O.C. ON CENTER 1 HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 16 COUNTY OF RIVERSIDE STD DWG 209 E BLVD. BOULEVARD PB PULL BOX ELSINORE VALLEY MUNICIPAL (951)674-3146 EXT. 8349 EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC77ON C&G CURB & GUTTER PC POINT OF CURVATURE WATER DISTRICT 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH REMOVE AND CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE CATV CABLE TV PCC POINT OF COMPOUND CURVATURE OR GOLDEN STATE FOR TIME WARNER (909)456-3661 CURRENT STANDARDS. 17 STD DWG 403 CASE 'A'AND "CURB RAMP AT SPANDREL DETAIL CB CATCH BASIN PORTLAND CONCRETE CEMENT ON SHEET 2. Li CI CAST IRON P.I. POINT OF INTERSECTION TELECOM (720)888-6482 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF 18 CONSTRUCT PROCESSED MISCELLANEOUS BASE SHOULDER, SEE CL=CL CENTERLINE PP POWER POLE LAKE ELSINORE IS CONFINED TO A RENEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF TYPICAL SECTION SHEET 2 rr CLF CHAIN LINK FENCE PRC POINT OF REVERSE CURVATURE SOUTHERN CALIFORNIA GAS COMPANY (909)335-7502 WORK, OF BY RESPONSIBIL177ES FOR PROJECT DESIGN. 1 REMOVE EXISTING AC AND CONSTRUCT 4-INCH FULL DEPTH AC O CUP CORRUGATED METAL PIPE P.T. POINT OF TANGENCY 9 OVER COMPACTED SUBGRADE. Z CO CLEANOUT PT. FL POINT LINE COMCAST CABLE (951)549-3997 EXT. 108 FIRM: HARRIS AND ASSOCIATES 20 REMOVE EXISTING CONCRETE AND CONSTRUCT PED RAMP PER (n CY CUBIC YARDS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STD DWG fL JCL CENTER LINE R RADIUS SOUTHERN CALIFORNIA EDISON (951)928-8206 ADDRESS. 750 B STREET, SUITE 1600 J 111-3 TYPE 1. CONIC. CONCRETE R.C.P. REINFORCED CONCRETE PIPE VERIZON (951)929-9493 SAN DIEGO. CA 92101 W D R DIVE R/W RIGHT OF WAY USA (800)422-4133 TELEPHONE (619)236-1776 FAX(619)236-1179 oFESs, /W DRIVEWAY R/R RAILROAD BASIS OF STATIONING: p1 CONSTRUCT A 6'X 3' DETECTABLE WARNING SURFACE (AT EACH E ELECTRIC RD. ROAD ��o�s cf 4� AT STREET WELL MONUMENT IN THE INTERSECTION (40+00.00 DEXTER INTERFACE WITH VEHICULAR PATH) PER COUNTY OF RIVERSIDE STD W EC END OF CURVE REC. RECORD .�? `"m sc AVENUE)= DWG 403. Y ECR END OF CURB RETURN RT. RIGHT `'' m CL (76+75.79) CENTRAL AVE/HWY 74 PER CALTRANS PLANS, CONTRACT NO. 22 INSTALL SURVEY MONUMENT WELL PER LAKE ELSINORE STD. 601A, Q EP EDGE OF EXISTING PAVING S. SOUTH `p'�, N0.C3991 a 08-065204. B, C&D J I EVC END OF VERTICAL CURVE SO STORM DRAIN *Exp.6-So-10 S SIDEWALK NOTE: APPROVAL BY THE TRANSPORTA77ON EHAS S. GERGES DA iE s� < 23 REMOVE AND CONSTRUCT CURB RAMP CASE A PER COUNTY OF ELEV. ELEVATION R.C.E. 59991 + clvl� CL SECOND AVENUE STATION 30+00.00 = CL DEXTER AVENUE STATION RIVERSIDE PER COUNTY OF RIVERSIDE STANDARD NO. 403 E'LY EASTERLY STY SOUTHERLY DEPARTMENT IS FOR WORK WITHIN COUNTY OF gyp, DATE 6/30/10 crL.1f° ' EXIST EXISTING SPEC. STREET RIVERSIDE ROAD RIGHT-OF-WAY ONLY. 9+29.50 AT WELL MONUMENT IN INTERSECTION. 24 REMOVE AND RE-ESTABLISH EXISTING MAILBOX. FG FINNISHED GRADE FH FIRE HYDRANT ST.LT. STREET LIGHT TY OF RIVERSIDE BASIS OF BEARINGS FL FLOW LINE STA. STATION TRAN TION DEPARTMENT NAD 83 1984 EPOCH AS SHOWN ON R S:117 18-23 FS FINISHED SURFACE STD. STANDARD APPROVED REVIEWED FOR ( ) / / � " FT. FOOT T TELEPHONE ENCROACHMENT PERMIT BETWEEN THE BRASS DISK STAMPED,"CDOT DEXTER CENTRAL PI LS � �A .,. r GIN GUY WIRE TB TOP OF BERM QµoYEsyoN 3315 1980'A7 THE CENTERLINE INTERSECTION OF DEXTER AVENUE ti HORIZ HORIZONTAL TBD TO BE DETERMINED �o EN FRI, AND CENTRAL AVENUE AND THE BRASS-CAP IN THE CENTERLINE OF - IE INVERT TIC TOP OF CURB �.+ ° FEB 13 2CO9 ' < s� CENTRAL AVENUE STAMPED "COOT DEXTER CENTRAL PI LS 3315 ICV IRRIGATION CONTROL VALVE TSPB TRAFFIC SIGNAL PULL BOX " m _ 1980' - "-a` IRR IRRIGATION CONTROL VALVE TYP. TYPICAL ALEN FRENCH DATE No.c45�oz s RIVE Io= ,ANSP, _ - LAT. LATERAL V.C. VERTICAL CURVE rc EXP. 12-31-0 * �_PT. $ - APPROXIMATELY 260' WESTERLY OF THE INTERSECTION OF DEXTER x LMH A MANHOLE VCP VITRIFIED CLAY PIPE sr < AVENUE AND CENTRAL AVENUE. ,y W WATER OMMENDED DATE OF cal Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REIEWED FOR COMPLUNCE WITH THE PREPARED BY.- HARRIS & ASSOCIATES CITY OF LAKE'ELSINORE SHEET NO. GA APPROPRL47E CRY AND STA7E LAWS AND HAVE BEEN FOUND aoFEsy 1 ga`y ACCEPTABLE o s. Y plpy PLANS FOR THE IMPROVEMENT OF. E �I z Call: a av s TOLL FREE ITY OF +� m (�)236-M20 FAX(619)2i6-1179 i �► 1-800 LAIZE LSII`iOI A DExTER AVEKE & SECOND STREET N0.C59991 SCALE BENCH MARK: ` 227-2600 �Q� / / �'sIXP.6-so-10 * �fp dL G o0 2 04 09 * BRASS CAP w THE @11E%YiE IENiRAL A14AlE OF A A SH7S DREAM � < KEN A.SEUMALO, RCE No. 56915 DA E + Cl pr` i"-20' STA VW WaT DUM?CENZ4"LS M15 19M _ TWO WORKING DAYS BEFORE YOU DIG DIRECTOR OF PUBLIC WORKS EHAB S. GERGES R.C.E. C59991 DATE: cw1Fo APPRarrwAm.Y 2W'NESMMY cF nE w7ERSEC7M TITLE SHEET FILE NO. CITY OF LAKE ELSINORE EXP. 6/30/2010 047E OF 00'V AWM/E AND LENIRAL AWEIAIE DESIGNED BY: MW DRAWN BY: MP CHECKED BY., ESG 2/04/09 XX I . JN 082-0111.07 i GENERAL NOTES INDEX OF SHEETS 1. NOTE TO CONTRCTORS OR STRUCTURESASHOWN�IN THESE P ANSTHE EXISTENCEAHERE 013TAINED BY AND LOCATION OF ANYSEARECHUNDR�OF AVAILABLOUND E PIPES C/ T Y O l F LAKE EL S/N O RE I- TITLE SHEET - RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE 2- TYPICAL SECTIONS&NOTES A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN AND 3- DEXTER AVENUE REHABILITATION PLAN - FROM CENTRAL AVENUE TO STA 36+00l THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE COUNTY 4- DEXTER AVENUE REHABILITATION PLAN - FROM STA. 31+00 TO STA 36+00 PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES. ( _ O UN T Y O F R/ VER S/D E 6- DEXTER AVENUE REHABILITATION PLAN - FROM STA 21+50 TO STA 26+50 WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE v 5- DEXTER AVENUE REHABILITATION PLAN FROM STA. 26+50 TO 31+00 OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE TO THE SA77SFAC77ON OF THE GOVERNMENTAL AGENCY. 7- DEXTER AVENUE REHABILITATION PLAN - FROM STA. 16+50 TO STA 21+50 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD SPECIFICATIONS FOR 8- DEXTER AVENUE REHABILITATION PLAN - FROM STA. 11+50 TO STA 16+50 PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. IT STREET IMPROVEMENTS 9- DEXTER AVENUE&SECOND STREET - FROM DEXTER AVENUE, STA 11+50 TO STA 9+29.50 AND FROM IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT REHABILITATION PAN SECOND STREET, STA 29+50 TO STA 30+44.59 ALL TIMES. 10- SECOND STREET REHABILITATON PLAN - FROM STA 26+00 TO STA 29+50 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR& OF 11- SECOND STREET REHABILITATION PLAN - FROM STA 23+00 TO STA 26+00 FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPtCDON AT(909) STA 28+00 TO CENTRAL AVENUE 772-5979, BETWEEN THE HOURS OF 9:00 AM. TO 4:00 P.M. MDNDAY THROUGH FRIDAY. 72- DEXTER AVENUE SIGNING, STRIPING&DEXTER AVENUE AND SECOND STREET 13- DEXTER AVENUE SIGNING& STRIPING LOOPS _ FROM FROM STA 29+00 (SECOND STREET) TO STA 28+00(DEXTER AVENUE) 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC 14- SECOND STREET SIGNING&STRIPING - FROM STA 23+00 TO STA 29+00 MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTA77VE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK 5- DEXTER AVENUE TRAFFIC CONTROL (PHASE 1) - FROM STA 28+00 TO CENTRAL AVENUE FROM 1 m STOPPAGE 16- DEXTER AVENUE TRAFFIC CONTROL (PHASE 1) - FROM STA 10+00 TO STA 29+50 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY 17- DEXTER AVENUE&SECOND STREET TRAFFIC - FROM DEXTER AVENUE STA 10+00 TO STA 9+29.50 AND FROM Z RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL N07IFY ALL UTILITY COMPANIES 8- DEXTER AVENUE TRAFFIC CONTROL (PHASE 2) - FROM STA 28+00 To CEN CONTROL(PHASE 1) SECOND STREET STA 29+50 TO STA 30+44.59 INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. CENTRAL AVENUE TO CAMINO DEL NORTE 19- DEXTER AVENUE TRAFFIC CONTROL (PHASE 2) - FROM STA 10+00 TO STA 29+50�NUE 6. THE CONTRACTOR SHALL ALL SO CONTACT UNDERGROUND SERVICE ALERT(USA) AT LEAST(48) HOURS PRIOR TO BEGINNING WORK. 20- DEXTER AVENUE& SECOND STREET TRAFFIC - FROM DEXTER AVENUE STA 10+00 TO STA 9+29.50 AND FROM PROJECT NO. 4290 CONTROL (PHASE 2) SECOND STREET STA 29+50 TO STA 30+44.59 7. IT SHALL THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT 21- SECOND STREET CROSS SECTIONS - FROM SECOND STREET STA 26+00 TO STA 30+50 THE JOB SITE ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL RESPONSIBLE 22- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 37+75 TO 39+25 FOR THE CLEARING OF THE PROPOSED WORK AREA. AND RELOCATION AND COST OF ALL (- EXISTING UTILITIES. 23- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 34+25 TO STA 37-.•50 24- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 32+00 TO STA 34+00 W 8. THE CONTRACTOR MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTON SCHEDULE AT 25- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 29+75 TO STA 31,75 LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 26- DEXTER AVENUE CROSS SEC77ONS - FROM DEXTER AVENUE STA 23+25 TO STA ?0-.50 9. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVA77ONS 27- DEXTER AVENUE CROSS SECTIONS - FROM DEXTER AVENUE STA 16+50 TO STA 21+93.06 VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY 28- DEXTER AVENUE CROSS SEC77ONS - FROM DEXTER AVENUE STA 9+50 TO STA 76+25 O _ NECESSARY REVISIONS TO THE APPROVED PANS THE REVISIONS SHALL BE IN THE FORM OF SHT 3 SHT 4 SHT 5 SHT 6 SHEET 7 SHT 8 SHT 9 I �° AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 1 1 1 1 1 1 1 IMPROVEMENT SHEETS CONSTRUCTION NOTES 10. ALL EXIS77NG MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUC7ION SHALL BE SHT 12 SHT 13 CA4UO No REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE 77ES ARE F SIGNING AND STRIPING SHEETS O7 PROTECT EXISTING IMPROVEMENTS IN PLACE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLE77ON OF PROJECT BEFORE 215 2 CONSTRUCT A DETECTABLE WARNING SURFACE ON THE LOWER 3' ACCEPTANCE IS GRANTED. SHT 15 SHT 16 NUEVO O OF THE EXISTING PED RAMP 4'X3'PER COUNTY OF RIVERSIDE STD W TRAFFIC CONTROL PHASE 1 SHEETS 4N- PERRIS DWG 403 AND "CURB RAMP AT SPANDREL DETAIL"ON SHEET 2. W if. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN ARCLLA REMOVE EXISTING AC DIKE AND CONSTRUCT 6'AC DIKE PER PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER SHT 18 SHT 19 ELUS SITE O COUNTY OF RIVERSIDE STD DWG 212. MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR •t' O EXISTING SURVEY MONUMENT TO BE REESTABLISHED BY A PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE TRAFFIC CONTROL PHASE 2 SHEETS 15 CALIFORNIA LICENSED AND SURVEYOR. DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH AN APPROVED SET OF CENTRAL ,(ir IMPROVEMENT PLANS. AVE. ROUOLAND OS CONSTRUCT 0.15'AC SURFACE COURSE Q (HW4Y 74)ALLAN ST. O PULVERIZE EXISTING AC PAVEMENT THICKNESS&BLEND WITH z 1 [_J L , CRANE + SUBGRADE SOILS(75S), AC GRINDINGS(25%) FOR THE UPPER OIN_ 1 12- CHES OF ROADWAY SUBGRADE. _ ' _ STREET THIRD ST. ff CAN E MENIFEE 7 ADJUST TELEPHONE RISER, CONTRACTOR TO COORDINATE WITH U BASIS OF �i 1 O VERIZON TWO WEEKS PRIOR TO CONSTRUCTION. W 14 BEARINGS li ��\ J '---'-'...._--__�L rf ELSINORE '^� � BENCHMARK DEXTER `��-•"1 _"-"'-'-----__-__� scoff> R0 NOTE TO CONTRACTOR PLACE I DEXTER AVE y i{ o &C� $ O8 ADJUST WATER VALVE FRAME AND COVER TO GRADE. V CN ^ ^ v2i WILDOMAR O9 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE. `U k _ 1. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODSi- O = _ = 10 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRA j Ld 2. A TRAFFIC ROUTING LAYOUT MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW h y DE.EW AND APPROVAL = 11 ADJUST GTE VAULT TO GRADE. COORDINATE WITH VERIZON TWO TO INDICATE THE ROUTING IMPORT/EXPORT TRUCKS �� _ z � WEEKS PRIOR TO CONSTRUCTION. LIST OF ABBREVIATIONS CAMINO DEL NOR7E > SECTION 1.3 OF THE GREENBOOK LISTS THE STANDARD ABBREVIATIONS TEME 12 DWG5207AT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD FOR THOSE NOT LISTED BELOW. KEY MAP ABBREVIATION DEFINITION ABBREVIATION DEFINITION 1"=500' THOMAS BROTHERS 866 D2 13 COLD MILL EXISTING PAVEMENT TO A VARIABLE DEPTH FROM 0' TO 0.15'SEE VARIABLE DEPTH COLD MILL DETAIL ON SHEET 2 AC ASPHALTIC CONCRETE MIN. MINIMUM W AVE. AVENUE N.A.P. NOT A PART DECLARATION OF RESPONSIBLE CHARGE 14 CONSTRUCT 0.40'FULL DEPTH, AC BASE COURSE J BC BEGINNING OF CURVE N.T.S. NOT TO SCALE BCR BEGINNING OF CURB RETURN N'LY NORTHERLY I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1 HAVE VICINITY MAP 15 CONSTRUCT 50'HEADER GRIND PER "50'HEADER GRIND DETAIL" W OF BACKFLOW PREVENTOR MAX. MAXIMUM UTILITY CONTACT NUMBERS EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC77ON NO SCALE ON SHEET 2 B.M. BENCH MARK NUMBER BVC BEGINNING OF VERTICAL CURVE ON CENTER 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH O REMOVE AND CONSTRUCT MODIFIED CROSS GUTTER WIDTH=13' PER D.C.O.0 16 BLVD. BOULEVARD PULL BOX ELSINORE VALLEY MUNICIPAL (951)67h3146 EXT. 8349 CURRENT STANDARDS. COUNTY OF RIVERSIDE STD DWG 209 REMOVE AND CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE A CURB & GUTTER PC POINT OF CURVATURE WATER DISTRICT T 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF STD DWG 403 CASE 'A'AND "CURB RAMP AT SPANDREL DETAIL" CAV CABLE TV PCC PORT OF COMPOUND CURVATURE OR 0GOLDEN STATE FOR TIME WARNER (9m)456-3661 CB CATCH BASIN PORTLAND CONCRETE CEMENT LAKE ELSINORE IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF ON SHEET 2. W CI CAST IRON P.I. POINT OF INTERSECTION TELECOM (720)BW-6482 WORK, OF BY RESPONSIBILITIES FOR PROJECT DESIGN. ,g CONSTRUCT PROCESSED MISCELLANEOUS BASE SHOULDER, SEE CL=q CENTERLINE PP POWER POLE FIRM: HARMS AND ASSOCIATES TYPICAL SECTION SHEET 2 CLF CHAIN LINK FENCE PRC POINT OF REVERSE CURVATURE SOUTHERN CALIFORNIA GAS COMPANY (909)335-7582 P. POINT OF TANGENCY ADDRESS: 750 B STREET, SUITE 1600 REMOVE EXISTING AC AND CONSTRUCT 4-INCH FULL DEPTH AC CUP CORRUGATED METAL PIPE CO CLEANOUT PT=PL PROPERITY LINE CGMCAST CCALE (951)549-3997 EXT. 106 SAN DIEGO. CA 02101 O OVER CgdPACTED SUBGRADE. 2!CY CUBIC YARDS TELEPHONE:(619)238-1776 FAX(819)238-1179 40 REMOVE EXISTING CONCRETE AND CONSTRUCT PED RAMP PER � CL CENTER LINE R RADIUS SOUTHERN CALIFORNIA EDISON (951)928-8206 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STD DWG J ONC. CONCRETE R.C.P. REINFORCED CONCRETE PIPE VERIZON (951)929-9493 '' 117-3 TYPE 1. W D/w DRIVEWAY 1W WAY USA (800)422-4133 RAILRVAD '( ,ff jf,' !;' oFESS, BASIS OF STATIONING: 2, CONSTRUCT A 6'X 3' DETECTABLE WARNING SURFACE (AT EACH ER DRIVE RD. ROAD ,f j'% J,/� �fl/J%� �o�s cf'ti AT STREET WELL MONUMENT IN THE INTERSECTION (40+00.00 DEXTER INTERFACE WITH VEHICULAR PATH) PER COUNTY OF RIVERSIDE STD W p b EC END OF CURVE RT. RECORD ,� y /� &+W' c'"m AVENUE)= DWG 403. Y _ ECR END OF CURB RETURN S. RIGHT ,/i t /7 13 CL 16+75.79 CENTRAL AVE HWY 74 PER CALTRRS PLANS, CONTRACT NO. 22 INSTALL SURVEY MONUMENT WELL PER LAKE ELSINORE SID. 601A, S. SOUTH --.- 2104109 ( ) / Q EP EDGE OF EXISTING PAVINGNO.C59991 a 08-065204. B, C&D EVC END OF VERTICAL CURVE SD STORM DRAIN t EXP.8-30-10 ♦ 4 I O S SIDEWALK NOTE: APPROVAL BY THE TRANSPORTAT7ON EHAS S GERGES DATE ,Nr 23 REMOVE AND CONSTRUCT CURB RAMP CASE A PER COUNTY OF N ELEV. ELEVATION R.C.E. 59991 + C,V1l CL SECOND AVENUE STATION 30+00.00 - CL DEXTER AVENUE STATION RIVERSIDE PER COUNTY OF RIVERSIDE STANDARD NO. 403 po E'LY EASTERLY SLY SOUTHERLY DEPARTMENT IS FOR WORK WITHIN COUNTY OF EXP, DATE 6/30/YO �'cA-1f I� C EXIST EXISTING SPEC. SPECIFICAndNS RIVERSIDE ROAD RIGHT-OF-WAY ONLY. 9+29.50 AT WELL MONUMENT IN INTERSECTION. I FIG FINNISHED GRADE ST. STREET 24 REMOVE AND RE-ESTABLISH EXISTING MAILBOX. [ I FH FIRE HYDRANT SILT STREET LIGHT COUNTY OF RIVERSIDE BASIS OF BEARINGS FL FLOW LINE STA. STATION TRANSPORTATION DEPARTMENT FS FINISHED SURFACE STD. STANDARD APPROVED BY NAD 83 (1984 EPOCH)AS SHOWN ON R/S 117/18-2BY: FT FOOT T TELEPHONE BETWEEN THE BRASS DISK STAMPED "CDOT DEXTER CENTRAL PI LS GIN GUY WIRE TB TOP OF BERM �oFESS,g1, 3315 1980"AT THE CENTERLINE INTERSECTION OF DEXTER AVENUE I, HORIZ HORIZONTAL TBD TO BE DETERMINED FRENc AND CENTRAL AVENUE AND THE BRASS CAP IN THE CENTERLINE OF IE INVERT TIC TOP OF CURB y s CENTRAL AVENUE STAMPED "COOT DEXTER CENTRAL PI LS 3315 ICV IRRIGATION CONTROL VALVE TSPB TRAFFIC SIGNAL PULL BOX 1980 IRR IRRIGATION CONTROL VALVE TYP. TYPICAL ALEN FRENCH DATE No.C45702 A APPROXIMATELY 260' WESTERLY OF THE INTERSECTION OF DEXTER LAT LATERAL V.C. VERTICAL CURVE t EXP.12-31- ♦ AVENUE AND CENTRAL AVENUE. MH MANHOLE VCP VITRIFIED CLAY PIPE ciw,sr r`� W WATER OF cN.1Foe RECOMMENDED DATE Underground Service Alert REV BY DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLWNCE WITH THE PREPARED 6Y HARRIS d ASSOCIATES CITY OF LAKE ELSINORE SHEET NO. APPROPRL47E CITY AND STATE LAWS AND HAVE BEEN FOUND J 1 I ll\J Coll. ACCEPTABLE f r, /„ QµoFEss,Ok 730 B Shin,Su1M 1600 PLANS FOR THE IMPROVEMENT OF: (r 5•• /. TOLL FREE �;irTY o7 .r.^e t� �Q s k San Dbyo,CA 92101 7 LA 1-E � 1��� ��fr �� J� (619)2J6-1778 W FAX(619)2J6-1179 1-800 f lY y NO.C59991 A � � � STREET (] ( t SCALE: BENCH MARK: 227-2600 --,, � E%P.6-30-70 • p I -� DREAM 7XTR[ME. 2/04/09 s STA E CAP DCDOI 111EC0Y QVIMAa0913M5 A10NA: OF 28 SHTS TWO WORKING DAYS BEFORE YOU DIG DIRECTORKEN A EOFM�PIIBLIC WORKS 6915 DATE or cK1F STAW'ED COOT OEXIER CENIRAI.H(S 3313 I96D I: EHAB S. GERGES R.C.E. C59991 DATE: r�><r crvll i"=20' EXP. 513012010 DATE: OF OE J01A VEME ID aNIY AVENIE INE 111ffC1KW TITLE SHEET F,'__ N•_ 0. _ DESIGNED BY MW DRAWN BY MP CHECKED BY ESC CITY OF LAKE ELSINORE 2/04/09 0`�M A1fJ1UE AMD 0`]/7RAL A1f1AlE JN 082-0711.01 1��Il1 -1