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HomeMy WebLinkAboutSigning & Striping SIGNING AND STRIPING PLANS • FOR TRACT NUMBERSO r 23067 4 15 7230679 AND 2306 7 5 2t92O3 79 q SITE 15 �� REQHAWK cy 'QD a r►4 S L� VICI MAP LEGE N _ ^ MNSMIP (T.&S.) RANGE (R.2.W.) N.T.S- - – – INDICATES BROKEN LANE LINE INDICATES SOLID LANE LINE @) INDICATES SOLID DOUBLE LANE LINE � T "STOP" SIGN R1 INDICATES SPS 0 Go�� W53 INDICATES "NOT A THROUGH STREET" SIGN \ � rr���r r J\JJ� ��J��J R INDICATES "SPEED LIMIT/25 MPH" SIGN -- 38 37 38 39 40 i STOP INDICATES "STOP" STREET LEGEND t� S ` – _ 41 42 43 44 45 46 47 48 49 50 - 5 3 5 -� 51 g2\ o -STT. -\ 53 N 6 6 26 54 33 25 5 5 2 27 55 " 18 17 °- I� T N61lA 32 24 aT � 20 19 56 cn G � 28 J► 22 31 57 58 59 BO 81 62 63 23 29 16 = �� 64 85 66 p 15 0 Z. !2_a 30 1 12 13 i 4 �-- 7 8 g 10 1 .T �\_ Y 8 r 10 l �— 3 4 5 �` 19 20 21 2 1 2 18 17 5 2 24 0 7Q 2 14 15 -- �- 25 � — �— 12 13 �_— �� GENERA NOTE 11 �� � 6 7 8 g 10 10 28 0000p �� 4 6 - �� 6 11 1 2 3 6 34 31 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC \ 4 5 5 5 36 35 31 30 29 MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. 92 6 51 28 27 5 49 2. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON 4" X 4" WOOD POST WITH ANCHOR BLOCKS 89 B 5 B3 82 91 52 37 38 39 40 41 UNLESS OTHERWISE NOTED ON THE PLANS. 10 70 42LLJ c ` 88 71 53 48 43 cn 87 2 88 59 ��_\�_�\_ . 44 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT 73 64 54�� 74 67 5847 MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL � 85 55 �� 45 MATCH CALTRANS STANDARD PLANS DETAILS. / 76 75 57 46 < \� 83 77 66 56 f 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING. /\ 82 78 ALL CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS 31 79 SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 3o eo rr?�l r l' J�JrJ30 71J�� o \ 29\ 81WppWjjjjjjjj,jppj 5. PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COATS. CID 28 27 \r• 32 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD. W 25 35 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING w 24 37 36 SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE L 21 22 23 38 DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE w 3g 19 ,20 6 DONE BY THE CONTRACTOR. o 16 1718 4241 40 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN 3 43 _ 15 ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. INSTALLATION 0- 0 13 14 � E'� 44 INDEX MAPSHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT 10 11 i2 47 48 MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY" OR "ARTERIAL" 48 0 100 200 400 600 800 CLASSIFICATIONS ONLY. 11 6 8 9 so 49 `3 W r'\` o 51 r �� s 5 53 b2 2.3 ( IN FEET ) - 5,�' 5 1 inch = 200 It. 5 57 5Q ��� �r _ 7— 0 67— 4 s 58 r 2 Zo3 CONSTRUCTION NOTE & ESTIMATE F _-QUANTITIES TOTAL – - – – - – `-' Underground Service Alert PAIN 3 59 .. 2 � 8 1 T 4" BROKEN WHITE LANE LINE PER CAL TRANS DETAIL 8 (BY COUNTY) 654 LF 0 LF 0 LF 20 LF 634 LF 0 LF 654 LF z Call: TOLL FREE 1 81 , \ 2\--- PAINT 4" SOLID WHITE LANE LINE (BY COUNTY) 100 LF 0 LF 0 LF 0 LF 100 LF 0 LF 100 LF \ .• • </ / pROFO 3 PAINT 4" SOLID DOUBLE YELLOW LANE LINE PER CAL TRANS DETAIL 21 (BY COUNTY) 1,051 LF 0 LF 0 LF 1,051 LF 0 LF 0 LF 1,051 LF ` L � • �; �� ��� APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE (BY CONTRACTOR) 607 LF 182 LF 268 LF 0 LF 503 LF 0 LF 503 LF - 1 800 No.48060 Exp.12-31-03 .4 �1�. ------�— 5 APPLY THERMOPLASTIC STOP" LEGEND PER CAL TRANS STANDARD PLAN A-24C (BY CONTRACTOR) 22 EA 6 EA 2 EA 7 EA 8 EA 4 EA 7 EA 0 227- 26004* VIL- * 6\-- – INSTALL STOP SIGN PER CAL TRANS STANDARD R1 (BY COUNTY) 19 EA 5 EA 1 EA 7 EA 5 EA 4 EA 4 EA CI �P 1 V�L. I��n n►C �CAL�F 7 REMOVE EXISTING STRIPING (BY CONTRACTOR) 45 LF 45 LF 0 LF 0 LF 45 LF 0 LF 45 LF Y FaC�c�C-� R YOU DIG (��_ PAINT 4" BROKEN YELLOW LANE LINE PER CAL TRANS DETAIL 21 (BY COUNTY) 1,053 LF 0 LF 0 LF 1,053 LF 0 LF 1,053 LF 0 LF TWO WORKING DAYS BEFORE � p,4pY ; 9 APPLY THERMOPLASTIC RIGHT TURN ARROW PER CAL TRANS STANDARD PLAN A-24B (BY CONTRACTOR) 1 EA 0 EA 1 EA 0 EA 1 EA 0 EA 1 EA o INSTALL "NOT A THROUGH STREoa "CAUTION": Remember that the USA Center 1 Q ET" SIGN PER CAL TRANS STANDARD W53 (BY COUNTY) 4 EA 0 EA 0 EA 3 EA 1 EA 0 EA 1 EA notifies only those utilities belongin to " » the center. There could be other uTilities SO 11 INSTALL SPEED LIMIT/25MPH SIGN PER CAL TRANS STANDARD R2 (BY COUNTY) 3 EA 1 EA 0 EA 1 EA 0 EA 0 EA 1 EA o Present at the work site. The center will6 1 form you of whom they will notify. NOTE: I EAL–COUNTY COUNTY OF RIVERSIDE SEAL–ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: I.P. No. 990016, 9900 7 9g001e>, SHEET N0. WORK CONTAINED WITHIN THESE PLANS ' 91N, TRANSPORTATION DEPARTMENT• IRVINE, INC TRACT No. 23067-3, 23067-4, 23 67-5 Q�oFESS 6 ESS NA�SHALL NOT COMMENCE UNTIL AN A. yr APPROVED BY: � NUDD�£ y INLAND EMPIRE REGION A BRASS DISK STAMPED RN. CO. SUR. T-2�-s1 IN CONCRETE COUNTY OF RIVERSIDE a ��� H �- s'T F� FLUSH f0.3 Mi. WLY. OF BUTTERFIELD STAGE RD. ±12 W. OF ENCROACHMENT PERMIT AND/ORA ,���- ��' �9y�ti � ., °y ti� 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN 7-9.z N .� w P 1751190E SIGNING AND STRIPING PLA GRADING PERMIT HAS BEEN ISSUED. y � a z RIVERSIDE CA 92504 (9091352-7200 UNIMPROVED AREA t2 OF UTILITY OLE # a� �+ N 0 x "`��� / NO. 58020 ri r ELEVATION 1230.56 V 0. 3395 l f - - w PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS m these sok EXP. 6/30/02 / KH A. OTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE EXP, 6/30/02 ' TITLE SHEET OF 2 SHTS. O The xwe mow P� mu* a�c&my �� � � PREPARED BY• 58020 and acceptab ity of the design her>m. M the event of drscrepanc�es arisarng after ��, ��� t 9 c R.C.E. N0. FOR W.O. COUNTY a � county gWwal or during construction, the primate en kxw shah be re*mtble AT h 9rF Civ �� __ ��TF run- �- � MARK BY DATE APPR. D E \ Fo Or LIF (p SCALE: FILE NO. OP � � � I t o cA i� G1 for determining an ar'ceptable solutron or mviwng the plans for Wp vvd by REVISIONS O c AE ��� the county. ENGINEER COUNTY REC MENDED v ,�.•� , Gr/rH Cor A► E PAUL HUDDLESTON, JR. R.C.E.58020 DATE H: AS NOTED �/; AS NOTED CENTEX HOMES 919-23067 C.� M 2 )25 9 La! iz 0 rr x s Pxlsr�NG �. R6rEcr IN RIP/ G 5 ExIsp ' o RorEcr /IV rRl ANG � .� _.._� ,� 10 4- _ �- - - IIIIIIIDC7 N 33+00 � 41+00 42+00 1 5 �~ --� kp+0p 43+00 o � 5 f 0 ExrsrrrvG sr i N oo' 2 _ _ _.__ . -� -��� N 39+� _�_ - -_ 1— - ► R/PING / 70. 4 35+00 292 --- .. -� 38 1111011 36+00 37+00 . _ - 6 O N vh' `� " 1 362' —�f~ � cam, 2 3 - — -- ---- N --� �_ 88 89 90 v co 24 / 5 `~-� 1 3 � ---�" 87 91 1-1 25 86 92 � .�' 85 93 z 84 33+72.91 NIGHTHAWK PASS / f 26 83 48+18.41 BUTTEREIELD STAGE RD. 27 82 LAJ 131 28 29 30 � TR-,/-\\(--.T 2-306`17Jr� NIGHTHAWK PASS T) N O W PI 1R_,1_\1r.T 230Er _� 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 00 01 Q s °° 6 0 N .►i —._—____ 1 1 777 _ _.. _ __. ___ � � 8 54+00 55+00 56+00 � � , N 3 45+00 - -T_� 47++0 - - � 48 _._- - -- - - - -- 49+ - --- 50+� _ T 51 X00 ..__ _....____..-52.}_.._.. __-_ _ _.I_ __ L _ �_ _ - 0 rn LA46+00 +00 53+00 r0 11 c`, / CN 5 rr. STOP 6 .� Q 0 w :2 s 0 4 � 14 15 1fi 17 � z .Cn. «--�1 1 2 3 4 5 6 7 8 9 10 1 1 12 13 Q o / � Lij TR-.I-\- CT 33+-72.91 NIGHTHAWK PASS/ Ch 23087-4 94 / 39+61.66 CHANNEL_ STREET LLJ O 33+72.91 NIGHTHAWK PASS 2+88.00 CHAOTE STREET NIGHTHAWK PASS s 0. rR.�\r r 20- 067-5 CONSTRUCTION NOTES -- - PAINT 4' BROKEN WHITE LANE LINE PER CAL TRANS DETAIL 8 (BY COUNTY) 60 61 62 2� -- PAINT 4" SOLID WHITE LANE LINE (BY COUNTY) W rr 59 63 3 PAINT 4' SOLID DOUBLE YELLOW LANE LINE PER CAL TRANS DETAIL 21 (BY COUNTY) 64 66 4�---- APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE (BY CONTRACTOR) 58 65 5 ------ APPLY THERMOPLASTIC "STOP" LEGEND PER CAL TRANS STANDARD PLAN A-24C (BY CONTRACTOR) `-' 1 6 INSTALL STOP SIGN PER CAL TRANS STANDARD R1 (BY COUNTY) 57 REMOVE EXISTING STRIPING (BY CONTRACTOR) f~J- ` -�� - 8 - — PAINT 4" BROKEN YELLOW LANE LINE PER CAL TRANS DETAIL 21 (BY COUNTY) CA r 59+00 60+00 � �� ~_-Y ~ - --_ �� 99 -- APPLY THERMOPLASTIC RIGHT TURN ARROW PER CAL TRANS STANDARD PLAN A-24B (BY CONTRACTOR) 58+00 __f Y --_ 61+00 10 INSTALL "NOT A THROUGH STREET" SIGN PER CAL TRANS STANDARD W53 (BY COUNTY) z LA INSTALL "SPEED LIMIT/25MPH" SIGN PER CAL TRANS STANDARD R2 (BY COUNTY) Lij Underground Service Alert _ 10 9 ` Call: TOLL FREE �QQVO 1,10 21 22 23 20 24 a 19 227. 2600 ��CP - -� 23067-425r��r\r r 26 Elf TWO WORKING DAYS BEFORE YOU DIG CP 18 0 20 40 80 120 160 � "CAUTION": Remember that the USA Center NIGHTHAWK PASS ........................... notifies only those utilities belongin . to ' the center. There could be other u ilities present at the work site. The center will SCALE: 1"=40' inform you of whom they will notify. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEERHUNSAKER & ASSOCIATES BENCHMARK: 1.P. NO. 990016, 990017 & 990018 SHEET NO. WORK CONTAINED WITHIN THESE PLANS 7SSr�jt-'I, TRANSPORTATION DEPARTMENT zoz! IRVINE INC TRACT N0. 230fi7-3 23067-4 230fi7 -5 Q �� o Op Ess xoH�� SHALL NOT COMMENCE UNTIL AN r�� �� A, oTy9t \� APPROVEG BY: � � NuDoL�.ST< \1l INLAND EMPIRE REGION A BRASS DISK STAMPED RN. co. suR. rW-2�-81 IN CONCRETE C 2 �° ENCROACHMENT PERMIT AND/ORA �� ��' �q Fy�� %�� III Fti�2 2 ADAM STREET, IT A-1 FLUSH fo.3 MI. WILY. OF BUTI'ERFIELD STAGE RD. t12 W. of COUNTY O r RIVERSIDE N GRADING PERMIT HAS BEEN ISSUED. �� � ,� � �y � ti � 900 S S EE SUITE 5 AN ASPHALT DWY. t45 N. OF C/L RANCHO CALIF. RD. IN AN i / No. 33950 1 - ��-i� /; a No• 5sozo RIVERSIDE CA 92504 (909)352-T200 UNIMPROVED AREA fz W. OF UTILITY POLE 1751190E SIGNING AND STRIPING PLAN u , `l'' +� � �w E.I. 6/30/02 m f PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ELEVATION = 1230.56 pn g sig plan ng y w EXP. �/3°'°z / / 1 �� NIGHTHAWK PASS OF 2 SHTS. The irate engineer signing these s is sable for assuring the accurac r W. � KHAL OTHMAN, R.C.E. 33950 EXP.: 6 30 02 DATE r cc and acceptability of the design hereon. In the event of discrepancies arising after 'f �n �T 1 f j �n�, PREPARED BY: R.C.E. No. 58020 county approval or during construction, the private engineer shall be re*wsib/e pr C IV I �R �� c�vii FOR W.O. COUNTY f t fminin n acceptable solution mmi the ns for l b MARK BY DATE APPR. DATE \\F Of LIFO CALI" SCALE: FILE NO. s or dee g a ac p le or ng Pb' PPS' y REVISIONS � �C �� H; AS NOTED V; AS NOTED CENTEX HOMES 919-23067 the county. ENGINEER COUNTY REC ENDED Cs rhe �•�••� �r�- DA E PAU . HUDDLESTON, JR. R.C.E.58020 DA E