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HomeMy WebLinkAbout3346-3HEMLOCK AVE. TlEO EXIST/� sT�plP/iill� TO /YE! -J/ fONs 11cT/dN 82' �9s' iPE'�J�EsJE� 41' 41' 44' 24 (STING STRIPING TO REMAIN t I � 12 i R/W 50' PER50' PER DETAIL "A" (TYP.) 20 i f ��DETAIL "A" (TYP.) 20 4 r " S E 80"'A i L I N` E AVFKIUF O O — ----------------------------------------------- ------ O I— _ O U. LJ 1 `1 LJ 14 15 W N J � 123 124 125 126 1 OW Z W 04 -17 14 r� °' U W ------ -7 --- - -- EXISTING 8" MEDIAN CURB In O pa..-...........,_.. ---------------------------------------- _... — — — — O 8" C&G PER ---t O--------------? O = 0 REMAIN O LJ 14 LJ LJ 0) LJ 14 A Nto Lr)r O 22, >7 W 0 —{— ` VA- o N 5 2 N cD 4L CONSTRUCTION NOTES _IQ ..dam w I— M `o 'V)6 N ;- r r W 13 r- 3 156' TYPE "C" MARKER 5 116 �-- W 11 I 119 120 — oN ✓o/�T L EST ovj INSTALL CALTRANS R26S SIGN ON EXISTING STREET LIGHT POLE. 122 15 INSTALL CALTRANS THE SPEED LIMIT 45 R2 SIGN ON EXISTING STREET LIGHT POLE. 4� APPLY CALTRANS STANDARD TYPE IV ARROW AS SHOWN. 18 INSTALL R-17 SIGN W rn� M N M 5❑ — APPLY MEDIAN ISLAND PER CALTRANS DETAIL 29. 20 W cD eF J r�10 -0) _ ____ __ Ld _ �_ I - , r� 6❑-- CO V j U (n J \ '- Lr J 106 HOLD STRIPING TO �Z _V REMOVE EXISTING STRIPING .41 MEDIAN )� INT. 20 50 PER STA 118+36 70 DETAIL "A" (TYP) EXISTING 8" C&G PER 14 In O i 0 Li O 8" C&G PER ---t O = 0 REMAIN A Nto Lr)r W 22, >7 W 0 - 34' SjUP B.QiQ 671Yk Z W q INTERSECTION STA 131+66.55 BASELINE AVENUE CONSTRUCTION NOTES _IQ ..dam w N • o .- CD ao d - U W �— ;- APPLY 4" (100mm) SKIP WHITE LINE PER CALTRANS DETAIL 12, MODIFIED USING TYPE C RPM'S. 13 F!!j1/,?E S0l/j INSTALL CALTRANS R16 SIGN ON NEW POST .4NO -4N0 AC L/XTS TD TSE W101L0 ygyr Q-6,eA1S/TVwA4 D TYPE "C" MARKER DWG. # 3063 R/W i Z / 20 II w � II 24 1 ( Q /50„ PER �� ,I ' BASELINE AVENUE DETAIL A (TYP.) I (EOISTING STRIPING Ln 4 w z . . II , REMAIN INTERSECTION LO Cr m cn r m EXISTING EJ x i �` II 1 STA 131+66.55 BASELINE AVENUE L �+ 10 i -H w FUTURE CURB &GUTTER /I 44 I STA. 3+61.60 BEECH AVENUE �U 24 c'C14z I 41' 41r, ' o EXISTING EDGE STRIPING TO REMAIN 82' W W--- _ _---- ---_- __ _-- _ VILLAGE > 24 25----- -�-------�� Q Q — — PARKWAY cv -- - - 4 r SEE ABOVE RIGHT ----- =__-- - - - - v 4+65.54 BCR 4 R/W 14 DETA50' PER IL "A" (TYP.) 20 0) LJ i� 128 - 206 N .2 N 5 14 r, 308' • N CD 00 ANGLE POINT � ? 10 20' 0 4 13 00 a 50' PER DETAIL "A" (TYP.) BASEL11\11E These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result /o -Ole -o DATE GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft~ 4" (100mm ) WHITE STRIPE TYPE "C" MARKER (150mm) f MID.) W WEXISTING STRIPING TO REMAIN INSTALL OR REPLACE - EXISTING MEDIAN - BEECH AVE' m W W I EXISTING STRIPING BY OTHERS � c selF i2El�/SED ,QEEcll m_ C,,, EXISTING CALTRANS STANDARD TYPE IV ARROW PER CITY DWG. N0. 2875 10 48 54' AL L A RO W -- � � _ - ---- ----- ----------- 24 --- 24 39 t4 � � FUTURE CURB &GUTTER 2 L EXISTING CALTRANS STANDARD TYPE IV ARROW i I I 20 50' PER /NS17ALL,E0 ,!J ` DETAIL A (TYP.) ,00c,�ETST,P/Pl�t/�.4,vo 20' 1 ` CH.4/vNEG/E12S O 24 �♦ 0) LJ 14 LJ 6 N N • CA CO W 3 6 18 206' 11 cv ►�, W 132 '133 134 136 7 138 139 - I 14 7 z 5 - W •_I N 15 N _ W N r1 G)U (j) L,J LTJ AVE)I BEE' H . , (FUTURE) DIRECTION OF TRAVEL (15m) DETAIL "A" / 20 R/W 50' PER DETAIL "A" (TYP.) 1K 0 , 20 1 EXISTING 8" MEDIAN CURB 50' PER ------ ; ------ 50' PER DETAIL "A" (TYP.) I DETAIL "A" TYP. Q INT. ! EXISTING R-1 TO REMAIN STA 138+02 32 XIST)TRIPIN AEXISTING V I= IN Li 8" C&G PER ---t 0 REMAIN DWG. # 3063 22' 22, 34' 34' SjUP B.QiQ 671Yk q INTERSECTION STA 131+66.55 BASELINE AVENUE CONSTRUCTION NOTES SULTANA AVE SjOPLE�Eiy/>S/jS�3EjhYYEE�f/yG�f// STA. 3+61.60 BEECH AVENUE 1�— APPLY 4" (100mm) SKIP WHITE LINE PER CALTRANS DETAIL 12, MODIFIED USING TYPE C RPM'S. 13 F!!j1/,?E S0l/j INSTALL CALTRANS R16 SIGN ON NEW POST .4NO -4N0 AC L/XTS TD TSE W101L0 ygyr Q-6,eA1S/TVwA4 D TYPE "C" MARKER �-- APPLY 8" (200mm) SOLID WHITE LINE PER CALTRANS DETAIL 38, MODIFIED USING TYPE C RPM'S. 14 oN ✓o/�T L EST ovj INSTALL CALTRANS R26S SIGN ON EXISTING STREET LIGHT POLE. El— APPLY 12" (300mm) SOLID WHITE LIMIT LINE OR CROSSWALK. 15 INSTALL CALTRANS THE SPEED LIMIT 45 R2 SIGN ON EXISTING STREET LIGHT POLE. 4� APPLY CALTRANS STANDARD TYPE IV ARROW AS SHOWN. 18 INSTALL R-17 SIGN 5❑ — APPLY MEDIAN ISLAND PER CALTRANS DETAIL 29. 20 APPLY 4" 100mm WIDE WHITE STRIPE. 6❑-- INSTALL CALTRANS R7 AND TYPE K SIGN AND MARKER ON NEW POST. 24 REMOVE EXISTING STRIPING NOT TO SCALE 7�- INSTALL CALTRANS R10 (RIGHT) SIGN ON NEW POST. 25 INSTALL R61 SIGN ON NEW POST 10 AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT INTERSECTIONS WITH PAINT TEMPORARY 4" (100mm) WHITE EDGE LINE PER CALTRANS DETAIL 27-B 15m (50') OF SOLID STRIPE AND RAISED PAVEMENT MARKERS PER DETAIL "A" SHOWN 11 PAINT TEMPORARY 4" (100mm) YELLOW STRIPE HEREON. NOTE: SET RPM (RAISED PAVEMENT MARKER) ON TERMINATING END OF 4" (100mm) WHITE STRIPE. 12 INSTALL CALTRANS R20B SIGN WITH R20D SIGN SPECIFYING OVER 5 TONS ON NEW POST p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared B > RC-CORC, a2AWIiv;S/�/ It QROFE Js/�"q ALLAFID ENGINEERING ' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o oho q< < ,�� � A L � � AV JU1 E �� I�° PL S3 do COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� Civil Engineering -Land Surveying -Land Planning '�'►. _ DRAWN BY- SCALE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� Z 8253 Sierra Avenue DMI3 0 No. 36052 Fontana, California 92335 PLAM THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w rm*► DESIGNED BY: DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � Exp. x/30 2004 (909) 356-1815 Fax (909) 356-1795 DBW STA. 1143#00.00 TO STA. 13e*50.00 FEBRUARY, 2003 STANDARDS IN EFFECT. `r�y� CIVO- ��\P 2 -Zi �03 CHECKED BY: APPROVED BY: - DRAWNG NO.: 3 F OF CAL�F� Raymond 1. Allan , A.C.E. 36052 Date RJA (expires 6/30/2004) CITY TRAFFI NGINEER RTE 1931 DATE: 5 Filename: M. DWG 14902 STRIPING SS03.dwg