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HomeMy WebLinkAbout281804-S DIST COUNTYROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15,66 9.7/10.0, x GENERAL NOTES RrGISTERED CIVIL ENGINEER Q*Vlss/o( SHEETS PD - I THRU PD- 4 ) I . PAINT 50- FOOT (MIN ) 4 - INCH, SOLID _� JAMES McMEEKIN ? WHITE TRAFFIC STRIPES FOR LANE LINES PLANS APPROVAL DATE No. C045973 AT APPROACHES TO STREET INTERSECTION. DETAIL 25A PARSONS BPPROVAL ATE & DOUGLAS, INC. * Exo. 12-31-94 2 . ALL PAINTED STRIPES SHALL BE 2 COATS 505 S. MAIN STREET, SUITE DOU 900 1T1 Ivil �Q I— � UNLESS INDICATED OTHERWISE. DETAIL 27B ORANGE, CA 92668 F �F CAVF�� The State of California or Its officers or agents sholl not be responsible 2 3. SEE STANDARD PLAN A20A, A20B. A20C, TYPE III ( B ) ARROW 9 U) RSP A 2 0 D, A 2 4 A AND A 2 4 B F O R PAVEMENT THERMO for tte accuracy or completeness of electronic coples of Nis plan suet. Q MARKINGS, AND TRAFFIC STRIPING DETAILS. o m TYPE III ( B ) ARROW THERMO o 61 p Ld �r V) w � o �O x Ld I- '� C a TYPE III ( B ) ARROW o ,. THERMO TYPE 111 (R ) ARROW p%oF z THERMO om m w 120 WHITE ( THERMO) ~ o I LIMIT LINE J w I- z N DETAIL 38B . � z Y N 0 z ( THERMO ) uu u — 0 aw Li~ _ (. n 12 " WHITE U u 0 c� o Z o I- w ( THERMO ) Oz 0 a + m - LIMIT LINE 0 1— o NZ Q � w -' DETAIL 27B � _N o + � � °ts +N w 12 " WHITE m z ~ x a0 a om - a DIAGONALS AT ``i rn z DETAIL 27B DETA I L 29 n ww ' ' -� R = 80 ' 50 ' OC SPACING F a ? a ( THERMO) a z / DETAIL 12 x- - - U1 cn V) CO 0 w ( THERMO) in v + a Ln w .... ... I N — o' k\j- 00TH I LL BLVD ( ROUTE 66 ) N "' - - - - - - - - - - - - - - - - - - N _ _ _ N a o m I N ...3 .....N _ ....... 3 5 ._.... N.. ci w V) — _ — w w MOD N N W w .................�...............__........ — — t= — — — - 2 — — z m V — N — — — — N — In 0 2 J _ — w —-—-—-—-—-—-—-—-—-—-—-- _ ----- --------------------- ----- Z D z U 0 '- DETAIL 27B DETAIL 12 / R = 50 ' Z g Z ( THERMO) DETAIL THERMO) 8 q < DETAIL 37 � 0 0 wzv� ( THERMO) —w C) CD o o z DETAIL I +:L 38 /,DETAIL 12 ►= z + m 0 ( THERMO) ^c� R = 80 ,+ -Ld ( THERMO) - w �- o rnm-i DETAIL 27B "� _ TYPE IV ( R )' P EC C> — 0 r� z oc m o _ Q mwcn ARROW a x v o w a c� z ( THERMO) JOIN EXISTING � ;; z rn � Ld Noa STRIPING a z cn m �w a - CLASS I F- ~ 12 WHITE ( THERMO) v DELINEATOR 0 U- v7 CROSSWALK =i; Q 20 ' SPACING z DETAIL 27B "' TYPE 1 ( 24 ) ARROW ( THERMO) cca LU o ' DETAIL 25A r a z lO CORHLG1IO -' THIS SHEET OC ZZ aj Z', LA- J DA E COMIPLETED__---- 4 PAVEMENT DELINEATION x W PLAN bF a THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. PD - 1 o_ --- FOR REDUCED PLANS 0 2 3' FORM DC-OE-92-PF (REV 3/89) ORIGINAL SCALE IS IN INCHES I II. Cl.l 08206 `-.N 281801 OST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS Cy 51/ .5 08 SBd 15,66 9.7/510.0 RrGISTERED CIVIL ENGINEER x �Q JAMESMcMEEKIN -0- No. C045973 PLANS APPROVAL DATE 0 -31-94 �0) x Exp..12 NS BRINCKERHOFF OUADE & DOUGLASAC. Z 0 PARSO IVIL / ✓ / 04., �O 505 S. MAIN STREET, SUITE 9C rF Foy ............ ........ OF ORANGE, CA 92668 <Y The state or California or its orrlcers or agents stull not be responsible for the accuracy or completeness or,electronlc coples of tlYS plan sheet. F4. o Ln 4 12 WHITE DIAGONALS DETA I L:, 2 7B., ............................ 501 SPACING ........ 1 2 WHITE (THE R M O) Ld CROSSWALK 0 > Q 1> 'S I Lo D AA CLAS TIL 8 Ld H�RM&/ DEL LU z .................. ..................... TYPE 1, V ( R ) ...... V) 20 ' SPACING 0 w < ( THE ARROW . < 0 Q) R CD 'y w Ln C x // + 1q, cc ry 0 Lil 16 0 4Q + + co TYPE 1 ( 24 ) 0 0 < c 7 -3- 0 < + U) (IV ARROW ,DETAIL L 25A rn N C\1 00 DETA I L 27B R= 100, ..... ........ ...... i( THERMO) WHITE TE n ff7 z 1-0 X - 44j ............. ........ .......... ..... CROSSWALI Ld Or ca DETAIL 38 rn K & < < 0 IT LINES ". LIM U0 Uj i( THERMO) V) Lr, co < Z U) ( THERMO) 0 /_1 TYPE 1 ( 24 ) ARROW DETAIL 27B in (-9 V)., ETAIL 3 0m = ( THERMO) U) 0 >- >- + ( T E DETAIL LjJ GO /A ...... A DETAIL 12 27B DETAIL 38 < ( THERMO) ...... ...... .... ....... ...... .................... ....................... ............... -i Ld Ld ........... 5Z ...... pf" t� ..................................................................................................................... ............... U co U ........ Go S ...................................... ...................................... .......... Ld C\j DETA I L\ 38 ............ ......... < Ld :1: .,( THERMO) . ....... U Q U a_ 'J.... "-D.E.T.A I-L 27B.- ....... ..... ....... .... L . . . ..... ...... ........ ........ 7 .... ....... ......................... .............. ... .......... Q ............... 2L........... ..... ...................................--------- ...... 8 :::L:-, .1...... L'L......................... ..... ... ... ................................ .......... .......-....... ..I. ...... LIJ ry) .......... .. ......... --—---- ---------- .............................. .............I.....---...- .......... .................................................................. R 5 01 . ...... J�.L Fao A ...... ...... Ln ----------------........... -T-Y P E-..I V E7AIL 40A - - - - - - -LTH�Ry FOOTH I LT BOULEvARD Ld .. ....- ( RTUTE 6-6 ) ..... 7- ..... ... ... U) .............. ..... .. 17 ...................-... .......... ....... .......................... ................ ............... ..... �j), InU) ....... .... ....".1-......-.................... x - - - (D 0 < .......... FA v V, v z 0. V.L Ln 0 TAIL Z % 4 . DET I Ln 0 U) I 2-J! 141 1 PAVEMENT 00 DETAIL 12 + ..........DETA I L 38 N > THERMO) : ' MARKING + + r1- X- ° 0 m (T H E RMO) ETAIL 36A -< SCHOOL " C\j wo z DETA I L .,2 7 B ( THERMO) V) ( THERMO; rn (2 12 ..... DETAIL 38 XZ 0 co �D Uj -T 0 LL. w I �3` TAIL 3,L ( THERMO) I (T HERMO)ti 0 ) A TYPE 1 ( 24RROW 0 ( THERMO ) .L.'p TYPE :1 1 1, ( R ) ARROW C)� ENIL 3 15 20 DETAIL 27B DETAIL/ 38A 'L ( THERMO) JOID NDETEXIAST 13 ( THERMO) STRIPING ............... ........... ' TY DETAIL 13 N Bw LINE PE I I I ( L ) ARROW P 0_ ( THERMO) 4 TYPE I 'I F ARROW ..... . .... o q , ( THERMO) 301 + 50 c' / /�'� / x \h /// / J0 I N EXISTING DETA T A [t. 25A z STRIPING DETA"IL 27B Cl- x CLASS I DEL INEATORS H`ERMO) 313 + 70 301 SPACING 6) TYPE Y ARROW END DETAIL 27B CLASS I DELINEATORS ( THERMO) ARROW 200 SPACING LL- F rI, G LU G G CLASS I DETAIL 25A 3 DELINEATORS cc Z. u 40' SPAICd NG DETAIL 13 2 n LU DETAIL 27B /X z 1D I OINS `THERMOS - P�VIA 7- A r\i Ij c Tt C Ci 1,1 P L E F I-D C> U- 0 PAVEMENT DELINEATION 0 — d. PLAN U x SCALEil ' = 50 ' LUUJ rn x 0 0 0 Cn Vird YARL) NOTE: THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. PD - 3 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES � CU 08206 EA 281801 FORM DC-011-92-PF (REV. 3/88) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15,66 5.1/5.5, 9.7/10.0 43 J L \ 4-1-n QROFESSIONA R GISTERED CIVIL ENGINEER x JAMES EKIN ? c No. C045973 PAVEMENT DELINEATION SUMMARY OF QUANTITIES PLANS APPROVAL DATE * Exp 12-31-94 PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC. sT CIVIL P 505 S. MAIN STREET, SUITE 900 9TF OF CALF ORANGE, CA 92668 The State of Collfornla or Its officers or agents shollnot be responsible for the accuracy or completeness of electronlc coples of this plan sheet. V) o A o Ln 0 >- vwi PAINT TRAFFIC STRIPE T/ILKNID THERMOPLASTIC THERMOPLASTIC (2-COAT) -PA-TINT. TRAFFIC STRIPE PAVEMENT MARKERS PAVEMENT MARKINGS =1= DELINEATORS o LU LU PAVEMENT MARKING w DETAIL 8, 9 Z7B 25, 25A 12 8, 9 37 36A, 38 27B 29 NON-REFLECTIVE REFLECTIVE 12' 12' > 38A, 38B WHITE WHITE w a NO LOCATION DESCRIPTION NO - -> ARROWS WORDS SYMBOLS LIMIT CROSS- CLASS I � o x w 4 4' 4' 12' 4' 4' 8' 81 4' 4' TYPE TYPE TYPE TYPE TYPE TYPE LINE WALK BROKEN SOLID SOLID (AGONAL BROKEN BROKEN BROKEN SOLID SOLID SOLID WHITE WHITE WHITE Q o WHITE WHITE YELLOW WHITE (36- 12) ( 17-7) ( 12-3) WHITE WHITE YELLOW A AY C D G H LF LF LF LF LF I LF LF LF I LF LF EA EA EA EA EA EA TYPE SO FT TYPE SO FT TYPE SOF SO FT SO FT TYPE EA PD- I EB ROUTE 66 307+50 TO 312+85 'P'570 40 A°5`35_ 280 =97Or 22 24 2 IV (R) 30 312+85 TO 315+50 190 380 190 46 1 (24 ) 31 wm m F- o WB ROUTE 66 a Z �w 307+00 TO 312+85 r' 600 -1 585 1970' 21 13 U 2 U 313+60 TO 315+50 �` 190 1.20_ 190 4 --' V) w 16 15 III (R, B) 230 :s 7 aw z U o v SB EXIT RAMP � 350 30`350 17,5 S'ic�r/� ==45 PD-2 RAMP ' A' 288+70 TO 295+55 '°' 685 f' 285 -c , 540- 24 12 ;' ` ZG F 9 295+55 TO 301 +00 545 545 =5-4=5 12 23 x - - - 0 PD-3 EB ROUTE 66 It D. 315+50 TO 321 +30 460 1030 ��190 S 2-SO 46 IV (R) 30 3=6= vr1A: > 321 +75 TO 324+27 500 -7` 11-80 19 SCHOOL 105 o = 324+85 TO 327+00 430 9 z m Ln WB ROUTE 66 315+50 TO 321 +60 � 3 605 19D, 550 240 1520= ` -33 50 IV (R) 30 ? 321 +60 TO 326+00 I')x'360 64620 14610- 20 1 (24 ) 31 14147 ?FT130- NB ENTRANCE RAMP 140 90 4 1 (24) 31 60 G 6 RAMP ' A' /'� l — 301 +00 TO 307+48 630 "'630 1,=560 1vl4:0- 12 27 1II (B) -leb 95' F 12 V 66 RAMP ' B' q III (R&L) 168 Z 296+50 TO 303+50 1150 /700 %? ' 3?3 550 30 1 (24) 31 G 24 C)_ ~ NB ROUTE 15 Q 301 +50 TO 315+20 240 1500 220- ='= 44` 96 F 2 cc0 x Cl- cc z cc Q u. 0 f- z w Q a LU p �3 �, ,5 S - 97 `_26 u '-1= 40 37 = 43 391 1 13 - 24= = y61'240- 5 5 57 Q 1190, 9855- X3[0 4820 I LO5 -62.0 2455 i? 1e�2490 !'�'%:37-7- (�( I 54=7= a'1 �932 57 z O � CORNECf10i�S 3Y _LL �-, E rr � _--------_-__ J Q PAVEMENT DELINEATION x o LU NOTE: THIS PLAN ACCURATE FOR 12' WHITE LIMIT LINE QUANTITIES �— AND 12" WHITE CROSSWALK REVISIONS ONLY. Q PD - 4 NOTE: THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. a_ L FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES CU 08206 EA 281801 FORM DC-OE-92-PF (REV. 3/88) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15,66 5.1/5.5, 44 92 9.7/10.0 Q*OISSIONgZ REGISTERED CIVIL ENGI x w SAM S. OYAMA 8- 26-96 No. 25266 PLANS APPROVAL DATE Exo.l PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC. CIVIL 7 c 505 S. MAIN STREET, SUITE 900 sfgTF OF CA ROADWAY QUANTITIES ORANGE, CA 92668 Q2 (•) SEE SHEET D-6 FOR ADDITIONAL QUANTITIES Tlx� State of Callfornlo or Its officers or agents stull not be responsible for the accuracy or completeness of electronic copies of Nis plan sheet. I-- On Q v w > Ln m5. Z p W w O W C N F- `_n w w m z U r z > a m ~ J w w Q m z ,_,� � � m M. �_ w w o w F- Q � Z � O z W m > x Q F- W O O 2 m u � V) w W ~ 3 (n Jw V)w Z W Q W C7 (Qj U W W W W U 00.. F- U m j O J F- m w <a- O 0 U _ W W W W H F- V1 _ H U W Z (.� Z J Q _ AFF_ XH ULLJ Q Z m U (.D a Z Y Y Y J W m ? W �O ^uj 00 U F Q Z U O W U IL W O W Q O W U 0 0.. p Q M Z � � UW Z U F- K m z V)} S} Ln W m O J U Q Q = F- W 00 U ZZ Y iD Q U O :D W J W U J UQ V)Q UQ Z V) F- �- N W W U U U W J i 1+1 D Y O J Z J m 3 U z >- p F- Q Q 3 Q 3 J J^ F-O H F Q Q LLI Q F- m N U J U J J U w N J w Q W J W V)m Q Q Q d x W L() W Q *'-'- Q J Q Q m Q W J U > Z > D 3 ~ Q N Q 0 w Y z Q Q v N N � d W W Ld W W Q w � 3 W Z Z JW SQ JQ �W W� UW = V) N U W W U w U d. U U = m m W O U z d. Q J O O_ O � D = C7 W W d o >- } m Q Q z Q a Q >- Q r Q v) a. Cr z o zN Q > w Q w w= w o vmi o d o z� mx w} oJ- z0d W m m Q U U d Fr- rL -j d Q a- U U Ln �� V Fr �', U MU O Q w Fr1W Qm Um F ~ U� UF- Q0 0 U0 U LOCATION STATION TON CY CY CY LF LF LF F85 CY LF LF CY C LF LF CY LF LF CY CY TON LF EA EA EA SO YD LF REMARKS aw = 2 2 U 0 U r, : WB ROUTE 66 307+50 TO 324+15 596 x:205 z j0 8A8= I X110:3= 64: -8T5 L' 18a- 65 1 '840- 8.2 I I I �' GZ7 12 EB ROUTE 66 308+08 TO 322+00 1.698 263- 8 )Y930- 6- 75 I f34c3 275.0 10:5 ' 580= 7.3 I I I a''"603 77"60 7q.5 80_ 40 PEDESTRIAN WALKWAY x- - - Cf) OFF-RAMP (RAMP 'A') 292+70.98 TO 306+00 1.83- 935- 1,792,2 7 ( 41 200= 755 6,110 590 ' 225 t 25 .G =2=95 655 240 > RAMP TERMINI ° ' 190= 208- �1. 62= i 0 6 O 0 LOOP ON-RAMP (RAMP 'B') 295+59.41 TO 313+70 1 -1;7.00 839 1;610- 4C5 4�6912.5, 70: QCT 945 25;410 V) o 3 6., ?-3- 1430= Q5 90= ROUTE 66 MEDIAN h5.3 1-7-C 380_ 1 41` 3.o 9:5 1.3 1 001 z �� q. , 5C = � . 5 .4' -1280= 40 o TOTAL 4;Sg0 2;242 4=92 208 285" -73- 2085 =730 62 1778- 380- 85:3- 202.8 280 5-75 39:4 =820 70= 8:475 3x050 15--5 225= 4 �£ � 0 C> 2 2 x n. z I-- LL 0 z Lu ¢ a Lu v w L., 6 :..Z 71 U li. x C> SUMMARY OF QUANTITIES W c Q o N Qo Q - 1 �2 �Q FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I CU 08206 EA 281801 FORM O(:-CE-92-PF (REV. 3/88) DIST COUNTYROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15.66 5.015.5, 45 92 9.6/10.0 FWBT G78 q RE RED CIVIL ENGINEER QROfESSiONq� 15 w ICHARD S. DEAL 5 ° 8-26-96 NO.- SOUTH o. 44696 A Sof TH � PLANS APPROVAL DATE J U E,� 3-31-98 FWBT W4 17.1 (25) % PARSONS BRINCKEWF OUADE & DOUGLAS, IMC. s I I P CVL 505 S. MAIN STREET, SUITE 900 F OF CA�E�� STA 315+50 is ORANGE, CA 92668 b The State of Collfornla or Its officers or ��s hall not responsible 2 5 6 for the accuracy or completeness of electron7c copies of tNs plan s19. 6 G92 G27-2(15) FWBT G48 w STA 315+20 ...... 8 SOUTH 15 5 G92 RIGHT LANE � G. 7 2(157 �, w G48 lo/ w a 41 R43 3 G 4' CL o ........ STA 320+70 xw ^ ...... J ...... ....... .... a 49 R96' o R96A 40 018-2 ti 'R16 ;.. R96 0 l�, 4 3 _... R96A �'� O R34 -2 0w m m R96 2 R44 W74 3 a C) o R96A 7 R44 (LT) ...-... R34 -2 z u (D u R96 a w -r R96A '� ' LINE 92 Uo U G '�:: . 4 R18-2 q 0 G27-2(15) W75(LT) 44 ' W. G 4. ..... 3 R96 47 / .: a 9Z i R96A IN 31 62.7 `.2US) P9 i , ' 1 G47 x- - - to R7 2 a v) d. N-1 : wT G77 .. , w �. 21 RIG f v 4 Fwe > # NORTH ..... ._ . m _ - - - - - - - - .................... z :::ROUTE 66 ; ,. `(F 00THIL L. z �. a:::: i — — —— w ....... ........ .... . - - mm.- -- ... ... .. r FEBT G77 R96 SOUTH R96A 46 npnl I LINE 7 RIO(LT) STA 325+50 l Z 15 G92 10 6 RII G27-2(15) „ 59 a % O i 15 W c NORTH G48 RIIA x d W 7 4 .13 . 14 R18-2 5 R43 2 RIG G92 4 RII oc G27-205) RIIA G48 t LA- STA 311+50 G43 ° ' w_ �' � 17 FEBT G78 W ) . , � -s4 _ " — 3 R61-26 A LINE � ; 7. C/ 15 cc a FEET 1320 / R-61 = I G;-z� _ 2 W �-- ,%✓� c92 ISS NORTH ' ° : G27-2 (I ) !o'> 15 NORTH - ��� - Lbs I FEBT W4-17.1 (25) : G47 R.61H -6 1=�= g 'U I a /� STA 320+50 ty, zzi� Z RIGHT LANE e o R44 CORRECTIONScr- B'r---- —/ 1 25 DATE COMPLETF_D 31,4+20 �LA- } WC ( s) 2 19 G9 a ~ G27-2(15) 3 �i G47 SIGN PLAN y G43-2 STA 320+50 SCALE: I'=100' NOTES: EXACT LOCATION OF ROADSIDE SIGNS WILL BE DETERMINED BY THE: ENGINEER. THIS . PLAN ACCURATE FOR SIGNING ONLY. S - 1 FOR REDUCED PLANS o 1 2 3 d FORM DC-QE-92-PF (REV. 3/BB) ( 7 ORIGINAL SCALE IS IN INCHES I i I i I i I Km -U 820 � . _ _�_ F 1-_AIa01_ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15,66 5.0/5.57 46 92 9.6/10.0 QROFESS/O 4 RE RED CIVIL ENGINEER x �QRICHARD S. DEAL 8-26-96 No 44696 A PLANS APPROVAL DATE 3-31-98 INC. Exp. PARSONS BRINCKERHOFF OUADE & DOUGLAS, s CIVIL Q 505 S. MAIN STREET, SUITE 900 9TF of CpUFo�O LEGEND ORANGE, CA 92668 RO REMOVE ROADSIDE OR BRIDGE MOUNTED SIGN „ The State of Collfornlo or Its officers or opencs stbll not be responsible for the occurocy or completeness of electron7c coples of this pion sheet. RE RESET ROADSIDE SIGN � ��,,. - - - - - - - - / I RL RELOCATE ROADSIDE SIGN I5 ❑ To Barstow . ... ... . . _ .. w ;FROM - - - - - - - - - - - m `� G78 8g ❑ w I w 0 w > ~ REMOVE BRIDGE,::MQUNTED � x o SIGN / RE. 7 �' % 66 56 83 I a G38(BLUE) - - - - - - - - - - - - - - - ........_.. SOUTH G92 gq R Rio 90 R G27-2 ❑ > G47 w m m - - - - - - - - - - - - - - - - - - - - 15 � z LLI❑ RIO 15 25 R G92 �, ;...B,ARST:OWF _ _ RE 91 G27 -j v) w , S w ,_ _OUTH a - - - - - - - - - - - - - - - G44 I U ❑ II G47 , R 94 RIIA REE RII 92 R G85: 8$ : ' I ; RIIA - - G9 2 R G27 86 OUNT G44 T SIGN) GN REMOVE ]3RIDGE-,fvt ED SIGN ( 'WO PQS R R16B 93 R G92 RIO _ 87 F 95 RE $ G44 . ,,..., »..o x- - - - Ld 14. ., _.. - - - - - ...... m.. r . _ .. m 7 :' 3 5 6 (FOOTHILL.. BL`. . }� _ _ C7 8 _::::: 9. 30.... ..... .I . . . .... 2.... f\OT V. ::: i6.:.::::: "3 — 3 _—. ... .. .. ..... . . .......... . ...... .. ..._. -... —.- - - ..... — .. .. . .._. .. ....... ..... _... ..... ..... .... ..... ..... ..... u w -� `, p . o r ` �. � R7 R7 R RL 78 71 R7A ,:` R G92 745476 N7A N-I G27-2 G48 G92 G43 I l 1 RII I RI 79 !^ R p .... zo 72 GG48 2 R ,; �, 75 , RIO ;� RIIA �J F— R 80 73 R44 RE J�� PH 76 R16B R i RIIA cc O i x a .+. R G66-56 96 R G77-A 70 G35 . ... . � - - - - - - - - - - - - - - - - - , 0 Z SOUTH ` W w,[asrer R R61-12 98 15 cc RL G71 97 w NORTH - - - - - - - - - - - - - - - - o LEFT LANE - - - - - - - - - - - - r - - Historic -R.. G85 4 77 I i Route 661 z w f r I SIGN PLAN a OUT (REMOVAL) x o SCALE • 1 " - 100 ' o I 1. 1 j W ' ` - - - - - - THIS PLAN ACCURATE FOR SIGNING ONLY. Q SiG ---- 3 O NW V �a FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES "' 4-5 CU 08206 EA 281801 POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 08 SBd 15,66 5.015.5 47 92 9.6110.a el. / R*HSS10 6, � REG RED CIVIL ENGINEER x6 ]CHARD W4-17.1 (25) 8-26-96 No. 44696 G77 G78 PLANS APPROVAL DATE NTERSTATE " Exp.3-31-98 18" X 21" SHIELD 18' X 21' SHIELD 96 PARSONS BRINCKERHOFF ODADE & DOUGLAS, INC. r CIVIL \P 8' CAPS S 0 U T H 8" CAPS IT 505 S. MAIN STREET, SUITE 900 qTF OF CA Eo�� 8" NUMERALS 8' NUMERALS 48" ORANGE, CA 92668 The State of C011fornla or Its officers or agents slbllnot be responsible 2 5 for the accuracy or completeness of electronlc coples of tlYs plan sleet. NTERSTATE NORTH 60" l/ 5 6' 96' G77 5' 1.2' 3.6' 1.2' 71 = 18' X 21' SHIELD w NORTH r 0 -4"X6" m > WOOD CF 8 CAPS NORTH Ld ``' ES RW POST 8 NUMERALS L/)Ld w 5' 1 1.2' 3.6' 1.2' 4' r ± 2% _ all 2.3' 6.4' 6°XB.. w Q _ " " _ �.------ 6 -:+27 WOOD NTERSTATE 0 0 ` oo in WOOD — POST 60' xU5 a = ++- % POST 1 00 o = 2 FEBT STA 320+50 U3 FEBT STA 320+50 SOUTH GI FEBT STA 311+50 \ _ ES 3' 1.2' 3.6' RW wm m — a o o 6'X P0SWOOD Jw w � z U CD U J to w a w = 6' W4-17.1 (25) U 0 96' 40 FWBT STA 325 + 50 G78 ' NTERSTATE '.. 18" X 21" SHIELD 2 5 8" CAPS 15 8" NUMERALS 48" _ Cl) 96> SOUTH o 9 z m CF CF - 6' 1.2' 3.6' 1.2' 4"X6' 6 2.3' 6Ld .4' WOOp 24NX 24° SHIELD NTERSTATE WOOD + 27 POST 10" CAPS 15 NORTH POST = �- --- _ 10" NUMERALS 481 © FWBT STA 315+20 RIGHT LAN E O FWBT STA 315 +50 CF 0 6' 1 1.8' 5.4' 1.8' F= a 9 x a WOOD POST G20 47 ,Q cc 24' X 24" SHIELD NTERSTATE +_ 27 2/ _ + S 10' CAPS I5 SOUTH - -- 0 10" NUMERALS 48• �- O FEBT STA 314 + 20 z "' RIGHT LANE a a LU CF 7' 1.8' 5.4' 1.8' a 6'X6' r z = WOOD IN ac ; POST rr + 2% a ~- co. , 7 Li x C O W ® FWBT STA 320 + 70 ROADSIDE SIGN DETAILS o \ N NO SCALE S - 3 LU JY Y FOR REDUCED PLANS 0 I 2 3 ORIGINAL SCALE IS IN INCHES I CU 08206 EA 281801 FORM DC-OE-92-PF (REV. 3/88) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15,66 5.0/5.5 48 92 9.6/10. RE RED CIVIL ENGINEER QROFESSIpyq� O x 4- RICHARD S. DEAL c� 8-26-96 w PLANS APPROVAL DATE No. 44696 PARSONS BRWKEMF OUADE & DOUGLAS, W. Ex p.3-3I-98 505 S. MAIN STREET, SUITE 900 �f�TF I oCIYUFo��Q ORANGE, CA 92668 F C ROADSIDE SIGN OUANTITIES ROADSIDE SIGN QUANTITIES rhe state of California or its officers or agents shall not be responsible for the accuracy or completeness of electron1c copies of tis plan sheet. ROADSIDE INSTALL ROADSIDE INSTALL w WOOD POST LENGTH RELOCATE REMOVE RESET RELOCATE REMOVE RESET � SIGN SIGN � �- �- POST LENGTH SIGN SIGN PANEL SIGN w z w ( STRAP & ROADSIDE ROADSIDE ROADSIDE SIGN PANEL . w z w ( STRAP & ROADSIDE ROADSIDE ROADSIDE � I'' ¢ SIGN SIGN SIGN REMARKS Np, o w a w SADDLE SIGN SIGN SIGN p N0. CODE S I7_E ONE TWO LL Q_ LL SADDLE ( WOOD CODE S I ZE ONE TWO �` �` BRACKET ( WOOD REMARKS r 0 POST POST u z Z BRACKET O 4' X4 ' 4 ' X6' 6' X6' 6' X8' METHOD ) POST ) O POST POST ? 4 ' X4 ' 4 ' X6' 6' X6' 6' X8' METHOD ) POST ) 0 > ( WXH ) ( EA ) ( EA ) '-' ( EA ) ( EA ) ( EA ) ( EA ) ( WXH ) ', ( EA ) ( EA ) ( EA ) ( EA ) ( EA ) ( EA ) o w 077 720X60 ' 1 7 . 0 3 . 6 37 ' R34 - 2 30 ' X30 ' 1 7 . 0 > 2 07872-" X 1 7 . 0 3 . 6 31 ' 1 R34 - 2 30 ' X30 ' 7 . 0 Ir 0 3 W4 .1 25 96' X96" 1 7 . 0 6 . 4 35 ' 43 R96 24 ' X24 ' x I,� 4 G77 720X60 ' 1 7 . 0 3 . 6 37 ' R96A 18 ' X12 ' 4 . 0 15 . 5 ' 5 G78 72 ' X48 ' 1 7 . 0 13 . G 1311 R96 240X24 ' 6 W4-17F(2-5) -'TI ' X 1 7 . 0 6 . 4 35 ' R96A 18 ' X121 7 020 108' X48 ' 1 7 . 0 5 . 4 32 ' 44 W75( LT ) 36 ' X3G ' 1 7 , 0 16 ' 8 G20 1084X48' 1 7 . 0 5 . 4 32 ' \ 10 092 48: X30; 1 2 . 0 1 1 . 5 416 5 . 0 1 MOUNT ON SIGNAL 027-2( 15 R96 18 ' X 12' 21 X 18 1 MOUNT ON SIGNAL o m m 048 21 ' X9 ' 47 R96 5 . 0 1 1 MOUNT ON SIGNAL a o 0 11 9 48 " X30 ' 1 2 , 0 12 . 5 8 ' X 1 MOUNT ON SIGNAL � Z Y G27-2( 15 ) 21 ' X18 ' u g " 048 21 ' X9 ' J V) w u o u G43 21 ' X 15 ' 49 R96 18 ' X 18 ' 5 . 0 1 MOUNT ON SIGNAL R96A 18 " X12,' 1 MOUNT ON SIGNAL 13 W74(LT) 48 ' X48 " 1 7 . 0 17 ' R16 30 " X30 ' 7 . 5 1 MOUNT ON SIGNAL 14 R18 - 2 36 " X36 ' 1 7 . 0 4 . 5 ' 50 18 ' X18 ' 5 . 0 1 MOUNT ON SIGNAL 15 W59 48 ' X48 ' 1 7 . 0 17 ' 1 MOUNT ON SIGNAL 16 RGI - 26 48 ' X301 1 7 . 0 14 ' 1;9r I P vutil oiv /G? 4L. 17 R61 - 26 48 ' X30 ' 1 7 . 0 14 ' 18 092 48 ' X30 ' 1 2 . 0 11 . 5 52 R 24 ' X30 ' 1 2 . 0 lo- x- - - G27-2( 15 ) 18 ' X21 ' N - 1 18 ' X18' °- 047 21 ' x9 ' a = 19 092 480X30 1 2 . 0 12 . 5 27-2( 15 ) 2-1 ' X18 ' m 047 21 ' X9 ' V 043 - 2 21 ' X15 ' o 20 R44 28 ' X35 ' 1 7 . 0 13 . 5 ' 21 R16 30 ' X30 ' 7 . 0 1 1 1 MOUNT ON SIGNAL 22 R16 30 ' X30 ' 1 7 . 0 13 ' 23 R61 - 2648 ' X30 ' 1 7 . 0 141 24 R11 360X36 ' 1 2 . 0 11 . 5 R11A 36 ' X21 ' 25 R43 24 ' X12 ' 1 7 . 0 11 . 5 ' 26 R11 36 ' X36 ' 1 2 . 0 z R1 1A 361X21 ' 27 RIO. LT 36 ' X 12 ' 1 2 . 0 6 . 5 ' a 30 092 481X30 ' 1 2 . 0 12 . 5 CC 027-2( 15 ) 1 8 ' X21 ' x a 047 21 ' X9 ' M G43 21 ' X15 ' -< 31 G92 481X30 " 1 2 . 0 11 . 5 1- G27-2( 15 21 ' X 18 u- G47 . 21 ' X9 ' 0 32 R44 28 ' X35 " 1 7 . 0 13 . 5 ' z 33 W74 ( LT ) 48 ' X48 - 1 7 . 0 17 ' Lu 34 R18 - 2 36 ' X36 ' 1 7 . 0 14 . 5 cc 35 G92 48 ' X30 ' 1 2 , 0 14 ' 12 . 5 G27-2( 15 ) 21 ' X 1 8 ' 14 048 21 ` X9 ' 043 21 ' X15 ' 36 G92 48 ' X30 ' 1 2 . 0 11 . 5 Q G27-2( 15 ) 2 1 ' X 18 ' z 048 21 ' X9 ' 0 37 R44 8 ' X 5 " 1 7 . 0 13 . 5 W J Q 40 R18 - 2 36 ' X.36 ' 1 7 , 0 14 . 5 x 0 -R43 R43 24 ' X12 " 7 . 0 SHEET TOTAL 29 - 10 a W B U I L T SIGN QUANTITIES $ N CORRECTIONS PY d Nv OATE COMPLETED 3 . 3 y r S - 4 4j FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-92=PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I I I 4-7 CU 08206 EA 281801 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15,66 5.015.57 49 92 9.6/10.0 ROADSIDE SIGN QUANTITIESREG RED clviL ENGINEER QVVESS/44y x (CHARD S. DEAL ? ROADSIDE 8-26-96 44696 A SIGN w SIGN ROADSIDE ROADSIDE ROADSIDE Exp, Z WOOD POST LENGTH INSTALL RELOCATE REMOVE RESET PLANS APPROVAL DATE No. REMOVE BRIDGE 3-3i-98 SIGN PANEL o w a ( STRAP & SIGN SIGN SIGN MOUNTED SIGN PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC, sT CIVIL Q NO. CODE SIZE ONE TWO " SADDLE ( WOOD 505 S. MAIN STREET, SUITE 900 O POST POST U Z 4 ' X4 ' 4 ' X6' 6' X6' 6' X8' BRACKET POST ) ( EA ) OF CALF ( EA ) ( EA ) METHOD ) ORANGE, CA 92668 ( EA ) ( EA ) ( EA ) ( EA ) 70 1 G 77A I The State of California or Its offlcers or agents shall not be responsible for the accuracy or completeness of electronic coples of this plan suet. 71 R7 I R7A N-1 72 G92 1 G27-2 Ld G48 r0 73 R44 m I o w 74 G92 I N w G27-2 > I- G48 w a Q G43 x w 75 RIO a 76 R16B 77 G85-4 i 78 R7 1 R7A N-1 D r } 79 RII 1 F--LiJo m RIIA a w w 80 RII I Z1 RIIA U C U -1 0 w 83 G77 1 v o u G66-56 G38 84 G92 1 G27-2 G47 85 G92 1 F- G27-2 r N G44 x - - - C7 LnD. G4 7 w 86 G92 o G27-2 Z m G44 ca 87 G92 LA G27-2 o G44 88 G85 1 89 G78 90 RIO 91 RIO I 92 RII I RIIA 93 R16B I Z 94 RII I O RIIA Q 95 RIO 96 G66-56 1 x QQ. G35 Z 97 G71 I 98 R61-12 I (0o P °.6 y l M %ural oA: SJGti:K C ° Eft /y/Ix 1 t /,gOLSt%T 0,V L(9 / \)J4 � Z 4,1 q 1 i W 10zcc l a /�ci ui�i I I 0 Ui-5 1 Z ' a cc u- SHEET TOTAL 2 16 7 2 � — — — — TOTAL 29 8 — — — 10 1 2 16 7 2 U u.. x O c o "' SIGN QUANTITIES oV S - 5 b FOR REDUCED PLANS 0 1 2 3q ORIGINAL SCALE IS IN INCHES �I� I 4-O CU 08206 _ EA 281P\ l DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS CHANNELIZING LINE To Accompany Plans Dated 8 - 26- 96 08 SBd 15 , 66 5 . 0/5 . 5 , 58 92 DETAIL. 38 8" White Line 9 . 6/ 10. 0 LEGEND / o� QROFESS/44q MARKERS REGISTERED CIVIL ENGIN ER ❑ ❑ 2 ❑ RECESS DETAIL FOR November 5 199 P. Lowden Jr. c �- 24' �I- 24' -� O TYPE A White Non-reflective REFLECTIVE PAVEMENT MARKER 2 No. 2284 PLANS APPROVAL DATE Through Traffic w—'- The State of Collfornlo or Its officers or * Exp. 3-31-93 TYPE G One-way Clear Reflective °gents sholl not be responsible forte occury �9 CIVIL �Q 9�6 - %// or completeness of electronic copies of this plan TF OF CAS\\0�� DETIL 38A 8" White Line � Direction of Travel — �_ SECTION B-B REFLECTIVE PAVEMENT —� MARKER AT DOWNSTREAM END OF RECESS B - - B DETAIL 38B 8" White Line ❑ ❑ LM2 f� 2' - 'fes- I' 'i 53/16 " ± �s , Min Min 4.00" ❑ ❑ 2„� ❑ 0.63//-0.8,r,)//,, + .0011 PLAN - 24' =- 24' MARKER ONE- WAY TRAFFIC „ (TYPE I ) DETAIL 38C DETAILS 0.12 + 0.05 0.40 -0.75 N N 1888881888881 N + SECTION A-A 4' Reflective Face Cn MARKERTIAT ONEVE ENDRECESS 24' 24' TYPE A TYPE G E— 0 A ------- --- ------ A BIKE LANE LINE 2' -� I. --� 2' --� 53/6 ± 1�8” DETAIL 39 6" White Line NOTES Min Min Min D 1. Minimum projected area of PLAN Z reflective face = 1.00 square inch TWO - WAY TRAFFIC 2. Reflective markers need not be rectangular (TYPE 2) 3. See typical traffic line details for marker BIKE LANE patterns to be used with recessed Intersection Line pavement markers. REFLECTIVE PAVEMENT MARKER -� DETAIL 39A Detail 14 requires a Type 2 recess. FOR RECESSED INSTALLATION 200' r Intersection D D D 4.7"+_0.125" 4.7"+0.125" N 6" White Line _ 0 0.40" Min 0.40" Min 0.44" Max Reflective Face 0.44" Max LANE LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL 4O �2.0" Min -E-2.0" Min 2.5" Max 2.5" Max 6' TYPE C & TYPE D TYPE G & TYPE H A �-t I 4" White Line See Note 3 No car-•,R�cTic ,S THIS SHEET DETAIL 4OA 4' STATE OF CALIFORNIA DATE COMPLETED_ O O 0 0 0 0 0 DEPARTMENT OF TRANSPORTATION Type A Non-Reflective PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE RSP A20D DATED NOVEMBER 5, 1992 SUPERSEDES STANDARD PLAN A20D DATED JULY 19 1992, PAGE 6 OF THE STANDARD PLANS BOOK DATED JULY 1992. i REVISED STANDARD PLAN RSP A20D