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HomeMy WebLinkAbout1691-S V(C(NfTY MAP FoothillHermosa NOT TO SCALE 0 0 0 0 w w > Dctour Stri in - Si g_ ning Plans > Q a BASELINE ROAD J _-.. -_> -.. oP 9 BASELINE ROAD V) w w w M w Q Q _ > w CANDLEWOOD v w nE SHEETa AVE. ' CHURCH ST. CHURCH ST. w z a 0Uj F� FOOTHILL BLVD. 0 t............. TRAFFIC CONTROL NOTES TRAFFIC STRIPING & SIGNING NOTES CONSTRUCTION NOTES _ - FOOTHILL BLVD. uj 1. TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONES WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY 1. ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKERS AND SIGNS SHALL BE THE 1O PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. Q PROJECT WITH THE MOST CURRENT EDITIONS OF THE CALIFORNIA CALTRANS STANDARD SPECIFICATIONS, STANDARD PLANS, RESPONSIBILITY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO SITE w w MANUAL OF TRAFFIC CONTROLS AND THE STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SYSTEMS. SECTIONS 84 AND 85 OF CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, AND CALTRANS PAINT DOUBLE YELLOW LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. o a a TRAFFIC CONTROL MANUAL. m Q z 2. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE ABOVE 3o-PAINT 100mm (4") SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. 0 MENTIONED STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE PROJECT DETOUR AND PHASING 2. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE RESPONSIBILITY OF THE CONTRACTOR AND IS Q of PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. 4a- INSTALL TYPE K TEMPORARY RAILING PER CALTRANS STD. PLAN T3. ARROW ROUTE Uj = ARROW ROUTE THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL FROM THE ENGINEER. 3. SECTION 84-03.02, "MATERIALS," OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: O5 -PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A. IF- 3. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE 6 PAINT TYPE VI (RT.) ARROW PER CALTRANS STD. PLAN A24A. CURRENT EDITION. WORKING HOURS SHALL BE BETWEEN 7:00 a.m. AND 6:00 p.m., UNLESS OTHERWISE SPECIFICATIONS: APPROVED, AS SHOWN ON THESE PLANS, AND CONTRACTOR SHALL MAINTAIN THE FULL WIDTH OF ALL TRAVELED - s PAINT 100 mm THICK CROSS-HATCHED WHITE STRIPES. LANES ON EXISTING ROADWAYS DURING THE HOURS OF 6:00 p.m. AND 7:00 a.m. AND AT ALL TIMES ON PAINT: O7 - SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-421-30 OR go--PAINT 100 mm THICK CROSS-HATCHED YELLOW STRIPES. PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. ANY DEVIATION FROM 8010-61G-10. THESE REQUIREMENTS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER. GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION NO. 8010-51J-22 O-PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A2013, DETAIL 32. 4. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYLIGHT UNLESS OTHERWISE APPROVED BY THE (TYPE 2). 10 PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A. 51GNING & 511�I�ING SN��r INb�X ENGINEER. ALL TRENCHES SHALL BE BACKFILLED, TRENCH PLATED, OR FENCED OFF TO THE APPROVAL OF THE ENGINEER AT THE END OF EACH WORK DAY. UPON COMPLETION OF TRENCH BACKFILL THE SURFACE OF 4. COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED THE ROADWAY SHALL BE BROUGHT TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS, AND FROM: 11 PAINT RIGHT EDGELINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20B, DETAIL 27C. THE CONTRACTOR SHALL, AT HIS EXPENSE, REPAIR ANY DAMAGE TO THE ROADWAY, INCLUDING ANY DAMAGE SUB- CAUSED BY HIS OPERATIONS OR CONSTRUCTION TRAFFIC. ALL EXISTING STRIPING, PAVEMENT MARKINGS, TRANSPORTATION LABORATORY 12 PAINT LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 40. PROJ. SECTION SIGNING AND LOOP DETECTION ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION P.O. BOX 19128 SHT. SHT. BY THE CONTRACTOR AT THE COMPLETION OF WORK. SACRAMENTO, CA 95819 13 REMOVE INTERFERING PORTIONS OF EXISTING TRAFFIC STRIPES AND MARKINGS BY WET SANDBLASTING. No. No. DESCRIPTION 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO SUPPLY, INSTALL, (916) 739-2400 14 PAINT 100mm (4") WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. 16. 1. DETOUR, STRIPING & SIGNING PLAN AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL DEVICES 5. THINNING OF PAINT WILL NOT BE ALLOWED. TITLE SHEET WHICH MAY BE REQUIRED, TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BICYCLISTS 15 PAINT 200mm (8") WHITE CHANNELIZING LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION 6. THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES AND 17. 2. MASTER DETOUR PLAN WORKERS. CENTERLINE STRIPING. 16 PAINT CROSSWALK OR LIMIT LINE AS INDICATED PER CALTRANS STD. PLAN A24E. PHASES I, II & III 6. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CALTRANS MANUAL FOR TRAFFIC 7. CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING OF CONFLICTING STRIPING AND 17 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24D OR A24E. CONTROL THROUGH CONSTRUCTION ZONES. REPLACING ALL STRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION. 18. 3. MASTER DETOUR PLAN 18 7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A MINIMUM OF FIVE (5) 8. THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST INSTALL TEMPORARY CRASH CUSHIONS PER CALTRANS STD. PLAN T2, ARRAY 'TJ'. PHASES IV & V WORKING DAYS PRIOR TO EXCAVATION. CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL. ALL SIGN 19 PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20C, DETAIL 37. 19. 4. FOOTHILL BOULEVARD POSTS MUST BE ANCHORED TWO (2) FEET INTO CONCRETE AND 18-24 INCHES FROM THE DETOUR PLAN (METRIC) 8. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF CURB FACE. THE BOTTOM OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND. 20 PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 11. ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CONSTRUCTION DETOUR. 20. 5. HERMOSA AVENUE 9. IF CONSTRUCTION IS TO BE DONE IN PHASES ALL WORK SHALL BE COMPLETED IN EACH PHASE PRIOR TO 9• CONSTRUCTION SIGN SIZES TO BE AS LISTED: 21 PAINT DOUBLE YELLOW LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 21. DETOUR PLAN BEGINNING WORK ON THE NEXT PHASE. C1 48"x48" R16 30"x30" 22 PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 31. 21. 6. FOOTHILL BOULEVARD 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY / NO PARKING SIGNS. SIGNS MUST BE C5 48"x18" R17 30"x30" FINAL STRIPING PLAN (METRIC) POSTED 24 HOURS IN ADVANCE OF THE APPROVED PROHIBITION. C13 60"x48" W1 36"x36" 23 PAINT 300mm (12") SOLID YELLOW STRIPES. C18 48"x48" W6 30"x30" 22. 7. HERMOSA AVENUE 11. EQUIPMENT, MATERIAL, OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT C23 30"x30" W44 48"x48" 24 INSTALL ROADSIDE SIGN PER CALTRANS SPECIFICATIONS. SEE PLAN FOR TYPE. FINAL STRIPING PLAN - SHEET 1 OF 2 PRIOR APPROVAL BY THE CITY TRAFFIC ENGINEER. SC3 48"x18" 25 INSTALL 5' HIGH MIN. TEMPORARY CHAIN LINK FENCE. 23. 8. HERMOSA AVENUE 12. THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION TO MAKE FINAL STRIPING PLAN - SHEET 2 OF 2 ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE 26 INSTALL TYPE III BARRICADE. COMPLETED AT THE CONTRACTOR'S EXPENSE. 27 PAINT 100mm (4") SOLID YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL 1. 13. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. IF SPECIAL APPROVAL IS GRANTED BY THE CITY TRAFFIC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH A DRIVEWAY THEN THE CONTRACTOR 28 PAINT 100mm (4") SOLID YELLOW LANE LINE. SHALL NOTIFY THE OWNER OR OCCUPANT OF THE CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL o FULLY EXPLAIN TO THE OWNER / OCCUPANT THE PERIOD OF THE CLOSURE AND WHEN THE CLOSURE IS TO 29 PLACE REFLECTORIZED CONES PER CALTRANS SPECIFICATIONS. START. 30 PAINT TYPE VI (LT.) ARROW PER CALTRANS STD. PLAN A24A. 14. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET WIDE UNLESS OTHERWISE SHOWN OR APPROVED BY THE CITY TRAFFIC ENGINEER. 31 INSTALL FLASHING ARROW SIGN (F.A.S.) PER CALTRANS SPECIFICATIONS. 0 15. PEDESTRIAN OR BICYCLIST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY TRAFFIC ENGINEER. 50 PAINT DOUBLE YELLOW LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. 16. THE CONTRACTOR SHALL NOTIFY OMNI-TRANS AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY CONSTRUCTION 51 PAINT 4" SOLID WHITE RIGHT EDGELINE PER RANCHO CUCAMONGA STD. DWG. 133. T OR TRAFFIC CONTROL AFFECTING BUS STOPS. 17. THE TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES ARE APPROVED. THE CONTRACTOR MUST 52 PAINT TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STD. DWG. 133. LL SUBMIT THREE (3) REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRAFFIC ENGINEERING DIVISION A 53 PAINT 4" SKIP WHITE LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. 72 MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF WORK. 3ai 54 PAINT 8" WHITE CHANNELIZING LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. 18. A MINIMUM OF ONE LANE EAST BOUND AND ONE LANE WEST BOUND (FOOTHILL BLVD.) SHALL BE MAINTAINED Q OPEN BETWEEN 10 P.M. AND 6 A.M. ALL LANES ON FOOTHILL BLVD. SHALL BE OPEN TO TRAFFIC AT ALL 55 PAINT CROSSWALK OR LIMIT LINE AS INDICATED PER RANCHO CUCAMONGA STD. DWG. 133. OTHER TIMES. 19. TRENCH BRIDGE AND PLATING PLANS SHALL BE SUBMITTED BY THE CONTRACTOR TO CALTRANS FOR APPROVAL. J� 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS AFFECTED BY THE CONSTRUCTION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE STATE PERMIT WORK. 21. THE DESTRUCTION OR DAMAGE TO STATE FACILITIES (SIGNS, STRIPING, TRAFFIC LOOP, ETC.) DURING CONSTRUCTION SHALL BE REPLACED IN-KIND AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. 22. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS RESULTING IN A TRAFFIC SIGNAL FAILURE SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. 23. THE USE OF K-RAIL SHALL BE USED FOR TRAFFIC CONTROL AS REQUIRED BY THE CALTRANS INSPECTOR AND AS SHOWN ON THE PLANS. 7, 24. ALL WORK ON THE FOOHILL BLVD. (STATE HIGHWAY ROUTE 66) PHASED CROSSING SHALL BE CONDUCTED BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 25. IN CONJUNCTION WITH THE CLOSURE OF LEFT TURN LANES, THE APPROPRIATE LEFT TURN SIGNAL HEADS SHALL BE COVERED BY THE CONTRACTOR IN THE PRESENCE OF THE CALTRANS INSPECTOR. i 1 DERBISH, CITY OF RANCHO CUCAMONGA ESsGUERRA & Pp}�OV D BY: R.c.E. OQROFESSIO AE/uT� RECOMMENDED BY: ��, \�� E. c�F��� ASSOCIATES 0 4CITY ENGINEER ACE 31479 DATE��9 to ^14 'C1 PROJECT BENCHMARK. ti �P� ��� CIVIL ENGINF,ERS LAND SURVEYORS Foothill / Hermosa Storm Drain SUBSECTION SHEET CITY 0� RANCHO CuCAMCNGA HLNCHMARK NO. 10040: Z � DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONIC. CURBR.C.E. 29224 RAN('HO CUCAMO'VGA CA 91'7,30 Detour Striping p� Signing Plan 1 OF STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL Ph (909) 987 4306 Fax (909) 941-1528 7 Q( PROJECT SHEET BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. ELEVATION: 1207.097' (367.923m) Cwu OR��P BY / DATE BY / DATE TITLE SHEET 16 OF 29 � OF cA��i DESCRIPTION OF REVISION DRAWING NO. _ + 1- DESIGN CITY Foothill Blvd. from Haven Ave. to Ramona Ave. DANLLE GCFRRA RC :.'9224 FXP 3/31/03 ENGINEER APPROVED Hermosa Ave. from Hampshire St. to 500' t n/o Church St. w HERMOSA AVENUE d - - -- _ 1 i 1 .F 'y - N Ln zw k�)y`,I/ � X 3 / �7 O ❑ w X Z Z Z �� x1206.7 -- `oxo Ox x1266_ ,5 g ( `i 1206.8 0 0 } rBx�A FeO OOJ wm N Z �w 7 �s'`1 `�3a� i x1206.2 LO O x1206 r 6 N � J Lo -4: mJ I - °° 0 } + wi z N� :Q 69J �.tiF,Q� 1 1 1' 0 ` _ r + } O + I + r7 3 I O In o g co I �yi x 12 0 7.3 0_0 � o m o p3 L-- -- q r 24 �aaN Mrn0F uL 9� � 24 Cl G � o _V) w Q . o� --- - - -r �o y 10 -- -- -- x1206.7 -- -- -- -- - Z W - _ --- --- -- - - - -- Li M i 4.6m 30.5m 15 1Q O 30.Sm 1 i 1 8.2m - - - - - - - E +� E -._ __� FN -.. -- -- - -- -- 3.05m TYP. 3.67 -- - _ - _ rEr-- chi - -- 50:1 - _ - - - _ -- --. _ - E E - - - - E - - 2 I_'I t0 . 16 - (3.6mt) (3.6mt) 4.3m N rn 6.10m - 3.6m 15 ______ .__ 76.20m _ _-_ 4.3m 2 0 --- -< - ? 16 - - 2 23 'I TYP. + 23 4.3m - - -- --- (3.6mt) 9 4.3m -_- _ �__ - -- -- 9 - - 3m 2' -- - 15m a + _ _ 2.15m � 3.6m 2 1 2 3.6m _. _ 08.5 (3.6mf} 50:1 TRANSITION -_.__ - - - -- - 27.43m �, _ -_- 0 4.3m +{ m E 23 4.3m - -. - - - - E 4.3m 3.6m E 15 15 3 6m E - - - 4 3 `� � 50:1 - - - - - - - - - - - - - - - - - N .0 3 5�i V \ 3.6m a _ 19 _1 J 3.6m 3.6m 15 45.2m 15 3.6m E c.i 4.3m ----- W �J - ___ _ _ -_ _ _.-. I 16 ♦ 3.6m - �------ -. 50:1 3.6m _. . 1 --- - r ♦ 4.6m 10 3 24 W75 4,�m 19 o wqt - - - - - - VARIES ------ T n - • - -- I^ 0 24 R 18-1 a - STA. 9+21.94 B.C.R. �' - --- o Z z 21'0'8 -06'1Z+6 '` iS - ----- / �� V J UjL u� r w Z o z ,�' 1�rpr 1111' �l1 f 33C ---- -� /ri 1 / `O N z_a + W M I `-1 dLLI g + I j N + Q_01 o a - Q o . �rn z Q J x1200.5 1 1 L�--11 X1 , 9.3 .cn awe + x1200.4 x 4 I' N v~ X F X N � Z �(n a 1 i� i 1 '� i BOULIEVARD I ~ � ZOof O W 0 FOOTHILL N (n w � O � K � ; ,I I N �� � r - I 0 :� x1202.5 1 1200" ____/ lI no G x1205.1 x1204. I x1202.5/1120 / x 05.3 I / X xl 20 .7 xl 206.7 w x- x1204.8 1 Z x i 1 r.w a o 1 _X_.l 1203 x1205.2 N m x1204.7 a w + _ x1206. O x1206 N 2 rn O c0 O N z �, p X1204.2 a Oi a0 - w x1205.4 o - r + ) � x1202.8 X N+ a x120.4 _L0 U xl 204.4 xl 20 I J x1208.2 d cO x1205.5 ® i 1 1+79.3 E.C.R. X1207.9 N°p z -- -- 7 -- _ f-- -- - -- -_ u - - - -- - � - - G.T.E.M.H. �.� W - -- - - O G.T.E.M.H. 9 V cn � J _ 1 - _ H 1 , 1205 05 04. - _ 20- - -- - 1 > � k1 � • � •1 W 50:1 _ - _ - - _ 2 --- -- 1 6. x11£ Wl . l _ - _ - W 1� - 4.3m 3.6m R-304.80m 3.6m _�-- _ ___ __ _- 5Q tRo4t1T+Fk� - .-_- _. _.-_ ._____.__. ._. ._..__. ____ -- -- _. - - a 6.2mt E T.E.M.H. _ - -� , E OGT H 1 1 - - - -- - _ _ - M.H. 1-1 v - - ` _ _ Z177 m - - VARIES1I - - - - - - - 1 - _ 3 sm 12 U 5.,_S 1 I _ _ LL 50:1 TRANSITION 4.3m 3.6m _ - - - - _ -i-- - - -47- PAINT - --. 36x � � 3 6m 3 6rn_ - _ 36m3.6m 3.sm 1018 - - - � - 50:1 - - 3 6m3.6m o �� - - - -�- - _ _ _U 0 ® /- 3 " w- - a -3 .12,04 �J O 3 3 6m- 3.6mWOD r _ Aa - 1 )JO Q + ^ y X O1 Z u+i J � �+ � ---_- -� ---- - ---- 1201 .1 (13+76.62) (11+28.74)N at 0 ( �+ / ao STA.3+44.04� N � � �-� .-�� j � I o o � a + r- + � � � � 4+19.595 C.L. FOOTHILL BLVD. i a + z+ F-- CUA ANGLE POINT IN STRIPING 0+30.480 C.L. CENTER ST._� I l r^N w \ \ - �n w d ci c� I 1+00.00 x V)I I� rn I ( ) i � /i Q1' .� m x1204.3 I i x1197.4 x1204.3_xl 198.5 � 4FOO - L = BOULEwo x1197.3 °q o197.7 SCALE 1:500 a RO ESS1oNxi 203.4 J NOTE REGARDING EXISTING LANE STRIPESz > m^m � All interfering portions of existing lane striping (including detour striping) shallw mt0 J +•-� + a be removed by wet sandblasting prior to final striping. R.c.E. 29224 N J t N w0 _V) zaS� CMUT� CA\fo x-- ' x1207.7 i DERBISH, ra & ASSOCIATES (3.6m) n PROJECT BENCHMARK' CIVIL ENGINEERS LAND SURVEYORS o - ) _g 1 ��� 3 - i3_�-. (3.6m -` -- - "_ -- - - CONSTRUCTION NOTES C,TY OF RANCHO CUCAMJNGA BENCHMARK NO. 10040: R C('AA10AG.A, CA_ -_VARIES Ph (909) 98---- - PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20 , DETAIL 12. •(3.6m) 4306 Faz 909 941 1528 - __ . 1 A DESCRIPTION• FD 1 ROUND HEAD BOLT IN CONC CURB -_ _ OR OF FOOTHILL PAINT DOUBLE YELLOW LANE LINE PER CALTRANS STD PLAN A20 DETAIL 22 BLVD & HERMOSA AVE 1 WEST F B C R2 7m - ---- q O4.Om - _ ELEVATION: 367.923m 1207.097' ' e r1c d �__.-- PAINT 100mm SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20 DETAIL 2 B-. --� DAh ECLE RA R( L 24 EXP 03 i - - --- _ 4.3m -.. 36.: PA �IL 2 3/31/INT TYPE IV(L) ARROW PER CALTRANS STD PLAN A24AW _____� _ __ _ _ __- CITY 0 RAN HO CUCAMONGA 9�PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 32.PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A.V __ RECOMMENDED BY: _ �P�OVED BY: ( q �►+6?� R.C.E. Z 15 PAINT 200mm 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. CTYvENGINEER R<fE 3147 DATE -1 14.6m TY 137.SSW LK ( ) A 9 6 2&94 -, 4,Io + j- TO CROSSWALK 16 PAINT CROSSWALK OR LIMIT LINE AS INDICATED PER CALTRANS STD. PLAN A24E. FOOt�11I1 / HeTmOSa Storm Drain SUBSECTION SHEET of p+`+° X x 19 PAINT WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 37. FOOTHILL BOULEVARD6 OF 8N WPROJECT SHEET 23 300mm 12" SOLID YELLOW STRIPES. Final Striping Plan O \ FOOTHILL BLVD , ( ) BY / DATE BY / DATE 21 OF 29 24 INSTALL ROADSIDE SIGN PER CALTRANS SPECIFICATIONS. SEE PLAN FOR TYPE. DESCRIPTION OF REVISIONDRAWING NO. DESIGN CITY From 275m t w/o Hermosa Avenue - ENGINEER APPROVED to 250m t e/o Hermosa Avenue UA i X7' 1 I J� 18,18-* Un Z". IIr NI1 I PS W a 0 -- Uld Z w ° - 6 - z ww ` 1 �����. I A 1 UI h - - g w Q rm 7� I G� �i� (/, 6�S o w Q of w / I + 1 O G S>gC9 c o J � �N O ll w s 'Sq� ca o n >_ o v + a wl w; ( '` �x d T ��s z c+o 0 R74 Q 3 3 3 1� i � ��^ + z 9 17 __ ^� g I b � J 0 �Sp w Q °�° m 4 V) � I I R18-1 R1 -1� N w q`F -- -- N m- too -- - -- -- - 24 �� 2¢ 10 d o �� J uo� 55 \ -` o w w -- -- - -- � ,r, 10 ` cn w l - - - z a - 51 - 51 M � 1 19 _ a L! � I � 100 ~ 50 55 50 53 10' TYP. �10' N 316' -- = 5 50 `4 45:1 TRANS. 51 �� - - - - - - - - - - -— - - ---- --- -- - - -- _ _ - -- - - -- --- - k c-' 90 170' } J 5 �,, 5 0 - + - o _ 5 = 50 50 55 *'7t � 50 �/ 1QQ' } 54 j - ' 50 50 6 - LO 54 5 ( W 55 14 17 50 M � w 10 r - `-+ 53 +o+ 51 1 51 p -- -- — STOP -- -- -- -- _ — -- -- -- — -- - 55 ) w w z Z g 24 W74 100' Z W M J J ! I z 1 17 z ,� w 120' S0' 24' 24' 55' �/� 60' 1 o i � o o ° JL w c.� 100' vJ wo 0' ; 1 � � 3 ; y w I O I N ^ I I 3 N m /�/ ^ En M 1•"'� � I HERMOSAII �I. I . AVENUEC .� I I I I 1I 4.311 I f� � I , � 0 ( 1 � �-� � 0 20 40 7.97my h n d 3 5 � SCALE 1"=40' SEE SHEET 6 OF 8 FOR FOOTHILL BLVD. FINAL STRIPING 130 36'- 18'–,-18'-4 d' 1d, I• 18 �,�18 / _ I 'I I Q I . � I Cz � I � CDQ rn cu CQ w 00 c� 17 100' \1 11. C. ER rn 88 0 - -- -�- - ' I i *� C.L. NORWICK TREET CD ` - -- 1. - - -- / l 55 ZPLI O �J d IS oUj tf�. _ - -- -- - - - -_ - - IFS- -.- -- - u F..� z Q Q_ 51 a s S S S 5 �•/ W74 24 N a w 51 ��`- N r� - - - - - - - - - - - - - - - - - - 50 g 50 50 50 " 5 - M 0' f�50' -� 51 g n 3 m 50 50 - -� - - .� - L.0 0 24'- {-24' -{ _ _ 45:1 TRANSITION `�' `� I I 0 r - �_,__ � 24' 24' - - - - - - Uw w - 50 o 53 24' 24'ST 55 / 53 C, z 51 f �- - - - -- - - - --- - --- --- i - - -- --- – - – -- - -- J -- -- - — iOgg- � _ • _ � I ,, 55 STOP - - �+35.6 ("L. HERM05A. 1 �; �: w • C FFEN STREET ' � I a II 0 � ! sT C+ , I � -� � I -- 1 ; I � � � I I I V 17 C r, rSA� ALV- Pq __J __ _1 I � z _ I a 18 8' – ..-._ 1 Ln w N/i 130'J�30' cd CONSTRUCTION NOTES n 5�PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A. PROJECT BENCHMARK: PAINT TYPE A (RT.) ARROW PER CALTRANS STD. PLAN A24A. CI i 7 UANC H� �uLF MUN�A L t NL MA K NU. UU4C 10 PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A. DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL 13 REMOVE INTERFERING PORTIONS OF EXISTING TRAFFIC STRIPES AND MARKINGS BY WET SANDBLASTING. BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. 1 ELEVATION: 1207.097' 1J 17 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24D OR A24E. ,_ NOTE REGARDING EXISTING LANE STRIPES 19 PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20C• DETAIL 37. _ = 24 INSTALL ROADSIDE SIGN PER CALTRANS SPECIFICATIONS. SEE PLAN FOR TYPE. All interfering portions of existing lane striping (including detour striping) DERBISH CITY OF RANCHO CUCAMONGA 1 shall be removed by wet sandblasting prior to final striping. GUERRA & --- — — OFESS/O APPROVED BY: , ' R.C.E. 2f4953 RECOMMENDED BY: s 50 PAINT DOUBLE YELLOW LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. PR 4'q ASSOCIATES ��./ ' '-�,� wusW- MA. _1 E. CITY ENGINEE L � ((t[2L I .� !r j Lf DAT _ ?-I_gq a 51 PAINT 4" SOLID WHITE RIGHT EDGELINE PER RANCHO CUCAMONGA STD. DWG. 133. A, oP� Qpm Z� CIVIL ENGINEERS LAND SURVEYORS Foothill / Hermosa Storm Drain SUBSECTION SHEET Z , 7 R Q 52 PAINT TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STD. DWG. 133. � � RA�ti'('HO i17�11lOSG•1 ('A .J1730 HERMOSA AVENUE OF R.C.E. 29224 (909) 987-4306 w 53 PAINT 4" SKIP WHITE LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. � PROJECT SHEET 1 54 PAINT 8" WHITE CHANNELIZING LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. \ST CIVIL ��P Final Striping Plan 22 OF 29 9 T o r BY / DATE BY / DATE 55 PAINT CROSSWALK OR LIMIT LINE AS INDICATED PER RANCHO CUCAMONGA STD. DWG. 133. F OF CA��F _ DESCRIPTION OF REVISION DESIGN CITY From 700 ft. t s/o Foothill Boulevard DRAWING NO. c DAN LE. GUERRA RC. 29224 EXP 3/31/03 ENGINEER APPROVED t0 ZJD ft. f n/O NOrWICIC Street a w I T—ii - - ---- - KAHAT AVE. C 0 20 40 I SCALE 1"=40' 50 - 1 � 12 ,I i I i !1 -_ -- r \ • � i, ,t , I - 19 ! : ELNIHLJRSAVE.T i � r ; '1 J, i I � ; - i 1 I {iI I I /_ .•,' ;: j /; I 1 I i; II � I j _ \ j ; I `-I _--__ � —.-----, Ir -i!{ Vim-'^ - 1 \� ' .1�.` ,,\ �, / � •I r I fr- r ,/ Y � \ r-� ✓, I V 00 lLn L. : 1 , < �: •/ � �--� , I 1 I it ,s j �_-._ _._ - -- \ � .( �� / J, f_ -� I I '' � I I I ' � I I , I \. . �i '. � 1 � �!•. / ,-�'_- ! `---- _ `> �; _. 1. /� / Y I -- L ! --- - '1' •�.Y "! :� ! \ ( '.,) �.;r. kms_-_- �_-_.- "'-. Imo: I 4_. �'t \X' I � I , + r ! I d ♦ 31+51.7 t 17 - - --- -- T ; �j ! I 31+51.7 C.L. HERMOSA AVE. ! - �' _ i—� C.L. HEMLOCK STREET - -- _--- : �I f' �. s , , e S, II • , - __ 53 17 _.,u " - Ljr) 52 53 1517 50 53 50 co 52 53 17 5 55 54 — 53 53 co o in50' 5 c - 50' �` 50'~, 12't u' p a - 5 �, o � -35' _ -� 50' o j - - - a a 1 Ql� 1 50 L li� _ 24 24 / �~ — — - — — — — — — - ~5 '�'1— 10' (TYP.) 10' ( — — — —Lo 17 17 _ 5317 54 53 52 54 0. 55 55 5 50 53 — g 14't 24' 24' 53 53 � � ' 17 -. _ .✓'-. y_--T - - - _�"`= _. _ - I� �� z 5 ._-.-:-,---rte- . --- -- =. :- _f � ,f- .,- _ _ ----- --- _ - _.._ - ---- __ -_ - __ ______ ... _- _ _ - _ ,,:.: -�-:- _ . ,T-• . y 55 STOP - i L J` � - S 10 AVE. STOP33+72.47 C.L. HERMOSA AVE. 36+98.76 C.L. HERMOSAy _ _.y .. - - W C.L. HEMLOCK STREET FC.L. i 17 rCHURCH STREET of 50 - tt I _ \ t C CH ' : ' ; Y 'x' '� fir! ;�i -• ' \/ \ � I I--� --- -- --- --- (: - - -- - -- _ O ------ Z N i , ; 4. + I - : , NUE,'' ---- - - -- ----- ``, - 3 71) U AAA , I , , r, v 1 32' MATTERHORN , COURT - - ----- - 1 r y r 1 , cn 1 i; 19 CD I ' I c JOIN EXISTING STRIPING � U _ I � I i I CONSTRUCTION NOTES 5�PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A. s, PAINT TYPE VI (RT.) ARROW PER CALTRANS STD. PLAN A24A. PROJECT BENCHMARK: 10 PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A. CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10040: Q -` 17 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24D OR A24E. DESCRIPTION: FD. I " ROUND HEAD BOLT IN CONC. CURB _ NOTE REGARDING EXISTING LANE STRIPES STAMPED "SB CO BM 01 1 1 7" AT THE S.W. COR OF FOOTHILL BLVD. & HERMOSA AVE., 1' WEST OF B.C.R. 19 PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20C, DETAIL 37. A11 interfering portions of existing lane striping (including detour striping) ELEVATION: 1207.097' 24 INSTALL ROADSIDE SIGN PER CALTRANS SPECIFICATIONS. SEE PLAN FOR TYPE. shall be removed by wet sandblasting prior to final striping. 27 PAINT 4" YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL 1. 28 PAINT 4" SOLID YELLOW LANE LINE. DERBISH, ° CITY OF RANCHO CUCAMONGA G V ERRA & APPROVED BY: , ^R.C.E. 4,9531 RECOMMENDED BY: -r 50 PAINT DOUBLE YELLOW LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. o Q9, SS/pN� A ccO�I A mEc ITY N L ,' � t� H�J�J ti 1 7 E. GD l ° C E G NEE C �( (� [ DATE „Q Q 52 PAINT TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STD. DWG. 133. �Q ��� '( Z '1 A CIVIL ENGINEERS LAND SURVEYORS ° Foothill / Hermosa Storm Drain SUBSECTION SHEEP 53 PAINT 4" SKIP WHITE LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. c� rZ.,l R.C.E. 29224 �I x1:�tH� .�.�98-t- 0 911-30HERMOSA AVENUE 8 OF s �, 54 PAINT 8" WHITE CHANNELIZING LANE LINE PER RANCHO CUCAMONGA STD. DWG. 133. � (909) 98-t-4306 ° PROJECT SHEET 55 PAINT CROSSWALK OR LIMIT LINE AS INDICATED PER RANCHO CUCAMONGA STD. DWG. 133. `rTq CNII ��\P BY / DATE BY / DATE Final Striping Plan 23 OF 29 T p F 0 ��E F CA DESCRIPTION OF REVISION DRAWING NO. - � I �- � - ° DESIGN CITY From 250 ft. f n/o Norwick Street DANT 1, E. Ct'ERRA R E 29224 EXP 3 31 Q3 ENGINEER APPROVED J to 500 ft. t n/o Church Street 9/ s REMOVABLE 13mm COUPLING O STEEL CAP ARM SIZE "A" Ct BOTTOM - FO * IF X = 3m USE THESE DIMENSIONS w SIGN WIRING I "L" —"D" COSS305mm ALK q DOUBLE YELLOW STRIPE SRRIPEWOR w GENERAL NOTES B OR MEDIAN CURB FACE LIMIT LINE 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Specifications BI. -- * dated Juy 1995 and Standard Plans dated July 1997, as shown on the plans and in CONDULET 0.6m the Special Provisions. BLVD /, 3mm NIPPLE " 2. Locate all substructures prior to construction. Hand dig foundations until clear of oth " 11 * REFER TO PLAN FOR REMAINING LOOPS I 1 .5m* O obstructions. Coordinate pole installations with overhead utilittyy or substructrure D 0 0 3m rG O owners. Phone Underground Service Alert and concerned utile companies 48 hours ILL prior to construction. Location of utilities and substructures have been shown from -- a search of available records. The Contractor shall conduct his operation in such a NOTE: 13mm - -i manner as to protect not only the utilities and substructures shown, but other utilities FOR INTERNALL LLUMINATED STREET NAME LEFT TURN LANE I 1 m* 0� or substructures that are not shown on these plans. SIGN, MOUNTING RDWARE AND ELECTRICAL - 203mm TURNING LANE UNE m 3, Obtain approval for exact equipment, crosswalk and limit line locations prior to final DETAILS SEE ST RD PLAN N0. ES-33 AND THE SPECIAL PROVIpNS. X-1 .8m placement. Perform preliminary stripinglayout prior to loop detector layout. %11SIGN "A" END OD BA OD THICKNESS "L" "D", I 2 POLE LOCATION CODE 4. Loop detectors shall be 1.8m diameter (TYPE E). Center loops in the travelled portion 1 .8m 1.8m 54mm 83 10 GA 1 .2m m _.__- ____ ____r.______� of the lane, except as shown. 5. Vehicle indications shall be 300mm, pullboxes No. 5 and conduit 51 mm rigid metal 2.4m 2.4m 54mm 83mm 10 GA 1.8 .8m 3m 1 .8m' (EXACT LOCATION BY ENGINEER IN THE FIELD) except as shown. 10mm U BOLT I 6. Electrical service shall be 120volt/240volt. Provide circuit breakers for signals (one CtCL ASTM A-307 C50 amp), illuminated si ns (one 15 amp). and safety lighting (one 30 amp per 1200 TAPERED watts or portion thereof. Coordinate seryice detail and scheduling well in advance of TUBE SIGNAL POLE DIAMETER INSIDE THRU LANE X-1 .8m need. 6mm 2-NUT I ! 2 7. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be + & L - — 102mm LANE UNE OR 203mm TURNING LANE UNE the Contractor's responsibility to provide the correct conductors required for the WA R intended operation. 1m 76mm + 13mm W- CLAMP SIGNAL POLE 3m I i 1 .8m + 14mm DIA. HOLE ST 76mm 38mm 13mm SECTION " B" 7r,419mm 2013mm3mm UC-152mm LC 51 mm DEBURRED 1 .4m .6m 6mm 13mm DIA. OUTSIDE THRU LANE 102mm UTILITY COMPANY TEL. NO. � HOLE IN T -- - + CLAMP T ALL DIMENSIONS TO q OF STRIPE ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 NOTES: 5mm DIA. HOLE GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 GROMMET PHONE - GENERAL TELEPHONE COMPANY 1. MATERIAL- EEL OF 275 MPc NOTCH OR DRILL I OLE (909) 608-1230 MIN. Yl AFTER FABRICATION. FOR DRAINAGE - PACIFlC TELEPHONE COMPANY 800) 227-2600 2. MIN.GALED FINISH. WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 CLAMP DETAIL LOOP DETECTOR PLACEMENT I ..I.. S. N. S. LEGEND DETAIL UNDERGROUND SERVICE ALERT (800) 227-2600 REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS = 40 RtZ0N T At M`A S T =fit Itl� DELETED .�J► INDEX OF SHEETS EMERGENCY 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS VEHICLE PREEMPTION 2 of 2 TRAFFIC SIGNAL PLAN DETECTOR Foothill Boulevard do Hermosa Avenue 1 1 /2"(38mm TO 3/4" 19 AVMM mm REDUCER HIGHLAND 30 AVENUE 0 PELCO AB-01 55—L 30 l r�r��Jl rJ.1 OR AB-0132—L Cl r? 4 r9, V —JMZ Lff R000 BASE LK ROAD MAST ARM ,. , AVENUE FOOMLL FOOTHILL 66 BOULEVARD 66 ROM L � ' ARROW ROUTE � . NO DESCRIPTION DESCRIPTION OF REVISION DATELL K,Lfic: cffy onr 15 N T CITY OF RANCHO CUCAMONGA ELECTRICAL DETAILS MAST ARM MOUNTING � '`�'ry JV MAM Ob" FOR THE MODIFICATION OF TRAFFIC SIGNALS AT —__ FOOTHILL BOULEVARD CLAMP FOR I 4M_ I I _ _ _ and —7 / � � T 7 HERMOSA AVENUE MODEL 711 OPTICOM DETECTOR �'�'' � ' '� _ QEF/ � SM CTMPRENGINEER RCC 3I y 7 9 DR.CATE �Y��RECOMMENDED MODEL 722 OPTICOM DETECTOR TRAFFIC SIGNAL LOCATION � ' � - DESIGN SUE3SECTIOF SHEET LAWRENCE S. EISENHART -+ L.S.E. 1 / No. 13493 CONSULTING ENGINEER �� LOCATIONMAP Exp. 3-31-01 DRAWN 2070 Locust Court PROJECT SHEET %/%i i `� CIV1� ��' L.S.E. San Bernardino, California 92404 24 pr �Q NOT TO SCALE / qTE- AL\E Tel: 909) 864-5406 Fax: (909) 864-5047 C CHECKED y DRAWING NO. �j J CE S./�1SENHART R.C.E. 13493 3 DATE /` �-� CONDUCTOR SCHEDULE E416L 416U Wi 1POLE AND EQUIPMENT SCHEDULE U � A.W.G. SIZE RUNS '"vN I PLACEMENT PED PUSH o IQ POLE SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS HPS I.I.S.N.S. LEGEND POLE OR SEE DETAIL ON W I SIGNAL LUMINAIRE POLE MAST ARM POLE OR I E 0 I,, N0. DESCRIPTION "C" "B" "E" ARROW LUMINAIRE SHEET 1 OF 2 CABLE SIZE CIRCUIT L1� 2Q jz� 4Q L5A AIA L7� L8-1 Z -I N $ x MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 C 1 1 1 26-4-80 45' 12' 3.0' _ 9' 4 AVE O POLE O 1 1 1 ' O 26-4-129 13.7m 3.7m 1.00m .74 -1 -t MAS/MAS SP-1-T N -�- 200W Hermosa 8000 N 3 POLE I�' 1 1 BO 1-A - _ 3.0' 12' _ _ D 1 1 , ; 1.00m 3.66m TV-2-T(N) SP-1-T(N) 6 -� W E ' 417U 19-2-80 30' 12' BLVD i I C�i EXIST. - EXIST. SV-1-T MAS SP-1-T 6 �- 20OW Foothill U POLE ICCI 1 �� 19-2-129 9.1m 3.7m 10100 I _ _ _ _CE ' I I W W /- T POLE IDI 1 1 E � ' o ; I I ' ADD 1 -A EXIST. EXIST. TV-2-T(N) SP-1-T 8 -� `-� 1 1 �"` 26-4-80 45' 12' AVE 0 N 1 1 1 S N I N I E EXIST. - EXIST. SV-1-T MAS/MAS SP-1-T(N) 8 �-- 20OW Hermosa R p POLE O �_ � 1 � � ; �_ �...� 2fi-4-129 13.7m 3.7m _ 8100 S U 1 1 1 - n ! 4 a 1-A - - EXIST. EXIST. - TV-2-T(N) - SP-1-T N --� - - C POLE I F i > > 1 1 SCALE 1"=20' g -` 19-2-80 45' 12' _ BLVD 1 1 I N �G 1 19-2-129 13.7m 3.7m EXIST. EXIST. SV-1-T MAS SP-1-T(N) 2 �- 200W Foothill 1 0000 Z POLE \G�l 1 1 1 1 T - - JEXIST.JEXIST. - - -- SCALE 1:240 METRIC ' ' -A - TV-2-T(N) SP-1-T(N) 4 -♦ I- R i I I , POLE ICH I 1 1 1 1 �\J► = INDICATES EXISTING POLE TO REMAIN IN PLACE. XO = INDICATES RELOCATED POLE. (N) = INDICATES NEW. S 1 1 6 3 0 6 12 METERS (Approx.) TOTAL CABLES 3C/12C 1 2 3 4 1 2. 3 B - 1" - 20' 20 10 0 20 40 FEET 1 NOTE: 1. Remove exisiting POLES ("A 1 and 1 and equipment. Remove existing foundations and anchor bolts. Backfill foundation 1 2 3 4 1 2 3 8 - ORIGINAL. MAP SCALE _ C I I _ 12 I.I.S.N.S. 2 2 2 2 - 2 2 - 3 --- ---:._- 11.2 \ •�; 13.41 ; , 1 holes with compacted Class II Aggregate Base. 10 LUMINAIRES 2 2 2 2 - 2 2 - 3 EXIST. GTE SERVICE 2. Install removed POLES OA and ( B) and equipment on new foundations as shown on the plan. SIGNAL SERVICE 2 2 9.25 9.75in i I �,I P0� (INTERCONNECT) . ` E JV 11 I 3. , #8 GFCI GROUND 1 1 E J ( ; Q � Street ?. Replace existing sign faces on each existing I.I.S.N.S. with sign copy shown above and per TOTAL 8 - - - - - - - 3 3 N rlr EXIST. TYPE III SERVICE �'�.- 8 BARE GROUND 1 1 1 1 1 1 1 2 1 I n � ' � , OPTICOM CABLE 1 1 2 2 - 1 1 4 - � I 4 I A\ EQUIPMENT ENCLOSURE I ISNS legend detail On sheet 1. 0 1 DETECTOR 2 2 I ; F^� ��� EXIST. MODEL 120 02 DETECTOR 5 5 5 5 I 1 gel 418u 412E ji\ CONTROLLER ASSEMBLY 08 DET. FUT 0 2 2 2 2 ` ' ' ',C_ ' 5 TYPE B DETECTOR 04 DETECTOR 5 5 6 6 - - - --'� EXIST. 1 1/2" (38 mm) C LEAD-IN 05 DETECTOR 2 2 2 2 / 'E I 08 -���'r 1 aP -� �� & J3 PB (FUT. INTER.) CABLE 06 DETECTOR 5 5 8 v i7\ 04 DET. FUT 0 2 2 / \ L 5 EXIST. 2"(51mm) C. EXIST. 1 1/2"(36mm) C. EXIST. 1'(25mm) C. 08 DETECTOR 5 5 5 5 4 DLC do BARE /10 3 DLC do BARE J10 2 DLC do BARE X10 I ; TOTAL D.L.C. - 7 7 14 7 5 14 28 - - - - - - O ' CONDUIT SIZE (in.) 1 2 2 3 2 2 3 2-3 1 ,a6P 3 1 1 4 I\D' - - _ I , -- ----- ----- -- - - -- - - - CONDIT - - __-- - - - -------- -------------- - - - _- ---- -- - - - - ----_ - --_-- - -- - _- -- - _ - -- U SIZE tmm) 41 63 63 78 53 63 78 -7 41 -= T--- _--- - _ - -- _ - - --- .__ _..- - - - -� QSg ' �''`��. � ,--------� - - - - -- - ---- --------- ----� - - ---- ------------- ^ -10"S---------------- -----------10'S----------- --- --- ----------- ----- ------- ---------- 8"S----- - ----- -irAi----- ;MH;-----------, •-�r----------- ----- -- -- --- --- � --------------------� ------------------- - ------------ --- --- -----------8"S ---------- ---------------- "5----------------- Lx� = EXISTING CONDUIT RUN. Q NEW CONDUIT RUN. --6"W---------------- -----------6"w----------- --- --- ------------ --------------------- ---------------------6"W•------ / ��� - -- ---- ----- T---------- -- -. .��--- ---- - - - 3 - --- --- ---- s ------------------ ----------- -- -- -----------6"W -•------- -------------- "W----------------- 2"G•--------------- -----------2"G----------- --- --- -----------• •------------------N ---------------------2"G - --- ----- - ! ------------- ---- ------------- -�-- ------- -- 1�. .r ,---------- - -- - ------ 2 - ---------2"G - - - ---------------- "G - -------------- REMOVE AND NDUCTORS NOTE: CONDUIT RUNS.DISCARD STALL AL� EW GOND CTORSCSI NALFROM CABLESNAND °D 2 1 C4 DETECTOR LEAD-IN CABLES PER CONDUCTOR SCHEDULE. + A I Eh o \ -+ n .4 06 D 116 QS 6 ��\ \\ 3� 40m TO 80m TO N E � � ri X-WALK�0 X-WALK r• t 2 � 1 E r ` 4.6m 9.1 m 'C - - - 5J9U 5J1U - - �V- - + - `� �`- - - - E `� 111 U 119U 9.1 m 4.6m 1 �� 1.22m 61 2 E N Isom TO a 40m TO c� X-WALK X-WALK <0 3m I _ r hn _ Eh 2 ` I '�, ae N 011111 N NE E tb N 1 / I O � _-fie; - `- ------------------------� - -- ----------------- ------------------------ .j C�) N 06 t n I 1_ r �> E 1 I N I 1 _ �_- _ O n N i --------- •--- --- - - 1� -____---_---------------- --- _-----10'GY------ _--------- 10'fM----=------ N -- - -- _ 2 Qs 1 4 EXIST. 1"(25mm) C• EXIST. 1 1/2"(38mm) C, EXIST. 2'(51 mm) C, / 2 DLC do BARE #10 3 DLC do BARE III 10 4 DLC do BARE #10 n 0 A F\) ^� L_� , lel E n J °�' BJSu CONSTRUCTION NOTES TRAFFIC PHASE DIAGRAM , � ' � III ' �c 10 Furnish and install MODEL 711 OPTICOM DETECTOR on signal most STEADY DEMAND SEGIUENCE I �' i 1 I -�"� arm per detail on Sheet 1 of 2. Phases shall be as shown on `1' III E W the plan. Verify locations prior to installing with manufacturer's 04 07 9.75 9.7 lm 1 representative. 11114 13.41 13.41 Furnish and install R73-3 sign (0.91 m sq.) on signal most arm 4 g a- 6 I �o : per CALTRANS Standard Plan ES-6T, Detail U. 0 1 � I 04P b III 1 ® Furnish and install R34 sign (0.76m sq.) on signal most arm per I 0 7 04 CALTRANS Standard Plan ES-6T, Detail U. 06P a- 6 4 4 06P Q Furnish and install P.P.B. post. Furnish and install 51 mm conduit 02 a- or 04 and 07 b 0 1 or 0 1 and 06 � from P.P.B. post to existing pull box for pedestrian push button N0. DESCRIPTION OF REVISION DATE CRY 02P 04P I II ' conductors. OPTED 03 IF 4 06P OS o ® Replace existing #5 P.B. with #6 P.B. CITY O F RANCHO C U C A M O N G A 02 and 06 03 and 07 04 and 08 01 and 05 02 a _ W 6 Abandon all existing loop detectors. (FUTURE) b 02P o E TRAFFIC SIGNAL MODIFICATION PLAN 03 08 I g 7 Install all new loop detectors per plan. .� € I N� F THILL B 8 Remove and salvage existing R96 and G7 signs. 00 OULEVARD 03 and 08 02 and 05 I I o ind (FUTURE) n 9 Detector sealant shall be the hot-melt rubberized asphalt type. �'U HERMOSA AVENUE 1� Loop wire shall be Type 2. QROFESS/C�,� APPROVED BY: ( �� R.C.E.0�P07 rR`ECO ENa t D Qrt. Ito o CITY ENGINEER PCE 3 14 7 9 DATE/ rn 1 14- ��T CI/fCtP►F ' I E 1 � 'G� DESIGN SUBSECTION SHEET LAWRENCE S. EISENHART g " I No. 13493 L.S.E. CONSULTING ENGINEER 2 �� 01�C v E 4I o Exp. 3-31-01 * DRAWN 2070 Locust Court PROJECT SHEET (� / � BJsu 8J6L ^N o W `req CI m �� L.S.E. Tel: 909) 864�5406� Fax:o(909)2864-5047 2"5-OF2- II NSon . � �� CAl-�F� CHECKED Q� DRAWING NO. r� LAWRENCE S. E&NKART R.C.E. 13493 QATE i 1 KAFIAI AVE. 26 24 C2 f I ELMHURST AVE. / 32 32' -- -- - - - — - - -- I � I li - � I 100, '3 4" 100' I�-� L v:0 L � W 1 1 az w : © a I p J 1 6 -- --- F.A S. W6(30) dOlS - Y — � dOIS �1S �� -oma- Q 31 24 Z Cj Lj Z� aooQ u Tda , 1 -W44 24 18 --24' - -� a • • • � • � 24 C2 I �, � � • Lam.._�' - _ _ — _ _ — — • 21 29 4 6 Tq 18 In 4 ;--' NS"i -r<UCTION 4 ZONE 13 - - 13 24 3 '{- 30 13 I 21 r F.A.S. 21 _ 2 ._ ` — SC3 W44 .j- C 1 1 d 33 I4 C.L. H R SA AV L�1 �� KVP I -- -- -- \ STOP --- -7- C.- 7^ L- HEMLOCK ST EET -- --- h - a 30) I I -- �- C. , 36+9 76 G.L. H OSA AVE. I C.L. CHURCH STREET /r 2 ti I I i I C5(RT.) � —J m Ii I Ln MATTERHORN COURT ot CD ase/T } 4 FOR PHASE III AND IV TOTAL CLOSURE ' SCALE 1 "=40' SEE SHEETS 17 AND 18 OF 29. 0 10 20 30 40 r z CONSTRUCTION NOTES PROJECT BENCHMARK: CITY OF RANCHO :;U_AMONGA BENCHMARK NO. 10040: 4a--INSTALL TYPE K TEMPORARY RAILING PER CALTRANS STD. PLAN T3. REFER TO "MASTER DETOUR PLAN", SHEETS 3 OF 8 FOR DESCRIPTION: FD. 1 " ROUND HEAD BOLT IN CONC. CURB 6�—PAINT TYPE VI (RT.) ARROW PER CALTRANS STD. PLAN A24A. STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL LOCATION AND TYPE OF ADVANCE WARNING AND DETOUR SIGNS BLVD. & HERMOSA AVE., 1' WEST OF B.C.R. ~ 13 REMOVE INTERFERING PORTIONS OF EXISTING TRAFFIC STRIPES AND MARKINGS BY WET SANDBLASTING. OUTSIDE OF IMMEDIATE CONSTRUCTION AREA. ELEVATION: 1207.097' L 18 INSTALL TEMPORARY CRASH CUSHIONS PER CALTRANS STD. PLAN T2, ARRAY 'TJ'. 21 PAINT DOUBLE YELLOW LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 21. DERBISH, 0 C11( QF RANC-HO CUCAMONGA INSTALL ROADSIDE SIGN PER CALTRANS SPECIFICATIONS. SEE PLAN FOR TYPE. GUERRA & --- - 26 INSTALL TYPE III BARRICADE. 0 ASSOCIATES APPROVED BY: / R.C.E. X954 ^ RECOMMENDED BY: NOTE REGARDING EXISTING LANE STRIPES O QROFESSI �� CIN ENGINEEbt << i �CCi, i�:c?� DATE, '� '�� Q 29 PLACE REFLECTORIZED CONES PER CALTRANS SPECIFICATIONS. E. Gv e e `1- � F,Q F CIVIL ENGINEERS LAND SURVEYORS All interfering portions of existing lane striping (including detour striping) shall oP �� ti0 Foothill / Hermosa Storm Drain SUBSECTION SHEET 30 PAINT TYPE VI (LT.) ARROW PER CALTRANS STD. PLAN A24A. be re' moved by wet sandblasting prior to final striping. w mrn� RANCHO Ct(A�V>AGA. C4 �91730 5 8 a 31 INSTALL FLASHING ARROW SIGN (F.A.S.) PER CALTRANS SPECIFICATIONS. R.C.E. 29224 �� (909) 98;-4306 HERMOSA AVENUE PROJECT OSHEET `rT CIV Il ��P BY / DATE BY / DATE 20 OF 29 �F OF cA��f - � c1 DESCRIPTION OF REVISION Detour Plan DRAWING NO. o DANIEj E. GUERRA R.C.E -9224 EXP 3 31 03 DESIGN CITY ENGINEER APPROVED from Hampshire St. to Candlewood St. r 1PROJECT BENCHMARK: - C1 i vF RANCr C LI,(CAVON(,A BLNCHMARK NO. 10040: i I r DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONC. CURB w STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL BASELINE Q ROAD BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. w Q ELEVATION: 1207.097' (367.923m) EY) Q _TM CD 11111 P) NOTE REGARDING SPECIAL NOTICE SIGNS: ALL PRE–CONSTRUCTION AND DETOUR SIGNS TO BE 4' x 6 MOUNTED Q L� ON 4" x 4" POSTS. SIGNS TO BE PAINTED ORANGE WITH BLACK LETTERS. W LETTERS ARE TO BE 6" HIGH AND 3" WIDE. Z . Q FOOTHILL BOULEVARD W W UNDER CONSTRUCTION Z (DATE) TO (DATE) WUSE ALTERNATE ROUTES PALO Q ALTO I I I I I I �� U= [T= I L_ _. . . SPECIAL NOTICE SPECIAL NOTICE SIGN SHOWN ABOVE ROAD AS EXAMPLE ONLY. REFER TO PLAN wow FOR EXACT VERBAGE FOR SIGN. EAD Mrs Lff w - z W 13 LLJ z > STREET Q _ CANDLE Q 0 } Q O m Y Z HIEHIrtOSA AVE.CLOSED HBiH�1oSA AVE CLOS® Q � ((DDATO TO (ADAST. ' FOOTHILL TO EFFEN ST. 4-41 AVE HERMOSA AVE CLOSED ~ O O USE RAMONA AVE DETOUR (DATA TO (DATE) FOOTHILL TO EFFEN ST. UBE RAMONA- AVE.DETOUR -GEED T) k(DATE1 (DAA DETOUR♦ R i USE RAMONA AVE DETOUR oenoirw r OLOSM n - H W NORWICK F E S E t----'- 1 CHURCH -- TYPE III BARRICADE „ STREET DErouR r� --FOOTHILL � EFFEN STREET ARD HERMOSA A -- - f - - r (no rc .i� - UAbERTR11C710N DIE, i- 5 — -_ F - w p I-*(LT) ARD DETOUR C�CRT) 5 O DETOUR♦ (DATE) TO (DATE)-': i I C5(RT) -- - -- W - IC3 O O w o U _AM ALTERNATE_ROUTES UNDER CONSTRUCTION LANGSTON STREET v w a HERMOSA A W - Z,` HERMFOOTOSALL EFFEN ST. O ¢ DETOUR--- > W DORSET STREET W I (DATE) ro NATE) W FERMOSA AVE CLOSED � w Y Z Q W lY �/ ALTERNATE R011TEt AVE DETOUR Lu 1 W (a►Tfl #o (alrEj W Y Z a O Z r J Z W D � W L �� �' USE RAMONA c2 K o W! v Y a O Ul Q -- - HEMLOCK STRt m > STAFFORD STREET LL I' T HEMLOCK STREET WU ZT-Mw Ui DETOUR ZI END AHS B1D Q RIOAD woRHc AHEAD c ASHFORD STREET �� � wcp WF YVOFtic ASHFORD STREET �'� C23 YYIOFMC c23 �� �� i.-A. C14 - ..'° D E TA� ;STRECT C14 EAD _ W' Vi 40 T4AFAC Z J1 L Ut � MPl - FOOTHILL BOULEVARD R FER TO 5 EET NO 4 F 6 FO FOOTHI \ \ STREET - `- - N O R W I C K STREET / 11NOER 11tl11 BP1D d BOULEVARD DETbU R P �� -- UNDER TT C3A ! ROAD 1MOiC Q UBE ALTERNATE ROUT7:5 --- - t _. N O R W I C K_ (� UBE ALTEIiHMTE ROUTES �,—�H S E 11 g o Q� E S E P III B R I C cDAT E� ro cDArE� - - 3 ry � 65, EFFEN STREET FOOTHILL BOULEVARD w ; Q > Q � YVbw PHAS _t_ Q a ROAD iu-HEAD i C14 AHEiu Y , Z DORSET STREET Z I)ETCXM � (� W ir J W W AHEAD 0 2 - Rd1D VYORK - O D Q /� 4O jr HAMPSHIRE STREET = �.._ _ M - STAFFORD STREET V = MPH ROAD _FFFFFOOTHILLSOULEVARID 0 � ����� I Q > a, PI I -E A RIA S UNDER TCONSTRUCTION i rn H1DMD OLO6ED U W >- FOOTHILL BOULEVARD (DATE) TO NATE) 1�wAF>,c W I HE-RM03A A DOER 00lISTRUCTI0N USE ALTERNATE ROUTES T0ouR o ..-. (DATE) (DATE) j [ PHASE I � �N USE ALTERNATE ROUTES - & II MASTER PJ.�CA1\ ST tE6 I D ( 1 a _ /�. HERAVE.CLOSED r1 L T 1 NSD `�/ FOOTHMl TO EFFEN ST. DETOUR♦ MO►fT TO - o TUM- t (�� (DAA) -1 - - --- - Q USE RAMONA AVE DETOURNOTE C _ �5(_. ) _ � -- - - r K - ------- -� n BOAC o N U / _r t FOR GENERAL TRAFFIC CONTROL NOTES 3 � W5 FOOTHILLIII BARRlCA4E ( ) REFER TO SHEET NO. 1 OF 9. - FOOTHILL n -- - -_ --_ - - -- -- - - - T - � BOULEVARD H RMOSA.AVE Q I VE CLOSED AVE C5(LT) DET«1R t y (DATE) �� HEJI _ ro EFF ,sr. L RMOS- H _ m USE RAMONA AVE DETOUR ---- AHEAD HTTTTE] I i i ►�' _ L I� C. a HAMPSHIRE STREET cn - INDICATES EXISTING > w cilND Q Q SIGNALIZED INTERSECTION LEFT ro TunN vVoRK- Z c y 0_ a __ W U C7, C13 > O c Qo C7 1_J__ J C DMr Q z c 23 Y EM III MASTER DETOUR P _ _ cd C 1 3 DERBISH, - '. c_ DEVON STREET 0 o GUERRA & O AVE CLOSEDL111 O QROFESS10,v Hi#N o � R ro EFFE?!Si. M Q�` � E. G UF,Q C ASSOCIATES F cn AVE oP �-7 Z� CIVIL ENCINEERS LAND SURVEYORS (WI rc) Q J'✓ W w LID � z Ln I - m b f;( 1 _1i � l I IN w 1 �u R.C.E. 29224 rn RANCHO CU AMONGA. CA 91730 A CD Ph (909) 987-4306 Fax (909) 941-1528 PLACER STREET mpfl H ��Q s P CN - � L CD � ru OF CA�,F�� �, y��•f,, DA LECD F] GUERRA AR29224 29224 EXP.3/31/03 co Qm � pm mil�� - Q�� ° CITY OF RANCHO CUCAMONGA / Q�l RECOMMENDED BY: o m Q � = APPROVED BY: � \ R.C.E. 24953 [� DEPUTY Lam, Q CITY ENGINEER RCE 3 1479 DATE 48- ❑ Q Q�� Q o SUBSECTION SHEET Q Foothill / Hermosa Storm Drain ARROW2 OF 8 ROUTE _HTT ° MASTER DETOUR PLAN PROJECT SHEET E - - SCALE 1'=400' BY / DATE BY / DATE 17 OF 29 m FTTQ DESCRIPTION OF REVISION DESIGN CITY DRAWING NO. CD a ENGINEER APPROVED PHASE I, II & III / 9 U w BASELINE w ROAD g re �� �0 - BASELINE Q ROAD � - r-r �a I r _ ---- CS( ) W C'S(LT� W -- o Q Q ff`Tll� PAZ 3 j _ r 0 rFIT RFR Y [7TT TITPF I TFT w Z } Z W Q W PALO ALTO t QY ROAD W WORK � AiIEAD ROPM wow TTH C2 ISC3 1 l� PALO ALTO _ jiGylla fff��� 111111 TZ FTTFQ Q STREET J W E�o � L I _? CANDLE c1 Z _LuJ11 O } Y m w W Q Z F�108A AVE.CLOG® A � — EE w fy CHukai*o EFFEN ST. CHIJACH TO�N ST. �L/> Q Z STREET oET C5(LI) 0 O (DAM 'To PATE) `7 w USE RAMONA AVE DETO M (DATE To (DATA rF > t t USERAMOWIAVE DETOUR = Q CAN F Ml ROAD �► �C/N 0 } Q AHEAb V) CHURCH „ TYPE III BARRICADE STREET_ v Q rommAvE �. 56 ,.k— o C5(RT) DETOUR{ I _ Blo C2g � U - j � ut ' h C$(�T> moi' UBERAMONAAV�.DE7iOUR uF -- - Y AH�►o (DAA? NA W LANGSTON STREETZo x O HERMOSAAVE R AVE E �o Lu T_ - w _ Y z o DET ouR t ouw - - W �- J ►�ERMoeAAVEaosED W, a STREET _ Z _«,R �p�MCHURCH _ _ (DATO _ U U C5(RT) �, -' I P III AR"ICD " u W RAMONA AVE DETOUR HEMLOCK STR -- N U _ / �� F HEMLOCK- STREET ° LL L L - 0 Z o b,RRI D SCS�> > > L. p W LANGSTON_ _ STR_EET 0 0 � Y/ 110A� Co� WORK / �' w Q CLOSED W - Z'' O a U �F _ O ASHFORD STREET Z �� gR .aog® ���- a o L_jY uu -KAMTO - ��� PHASE V MASTER PLAN ASHFORD STREE W '�� w � HEMLOCK STR c1 HEMLOCK STREET MID 4z STREE N NORWICK STREET I EE Wj � �+p ASHFORD STREET NORWICK P I I �- ` , �ha�a�c U'r/ c i ~'� Q F E S EHBARRIQ - ASHFORD STREE w o U Q EFFEN STREET C2 ' �V FFM STREET ROAE) NORWICK STREET Q I Z Q T 1J DORSET STREET Y Z O NORWICK Q F E S E w w B RMC E Q W W Z O -t t �g w EFFEN STREET 0 ff �� I I I a Z Q 2 = O2 STAFFORD STREET V TTISCALE 1'=400' Q `z 9 U w 4 DORSET STREET co > w Z w IRK" HEFRIM AVE.CLOSED w Q >FMTM Y W o Cl06ED EFFEN ST.TO CHURCH F Q W I ' DATE) M 4L z ayi Lff RRAAMM(WIA DDErOOUR 0 0' jr H� E IA S E m 7 STAFFORD STREET TF CD _ R DETOUR t �/ _j TTF1 ITT �`' I Derouwt ~� ��i� ~ U w , K _ a.oeED CD CI LTi _ �N. TNRU'TRAFHC� wSa N L CS( M� - -- L J �5A ------- FOOTHILL TYPE III BARRICADE BOULEVARD i -- - --- —-, - v E T IA S E a� DETCXM� E:J U Q/ AVE CLOSED t a' EFFEN ST.TO CHURCH (DATE) fol 3 L (DATE) TTT_ N BOULEVARD I1BE RAMONA AVE DEra1R ll l - FOOTHILL - _ T� J HIERMOSA pVECS(L� 0 Q HAMPSHIRE STRJEE m > W _ Q z = _ �� U AHEAD Q z C'3 W Y hiA�S9 IV MASTER PLAN NOTES: NOTE REGARDING SPECIAL NOTICE SIGNS: � > v D c o FOR GENERAL TRAFFIC CONTROL NOTES ALL PRE-CONSTRUCTION AND DETOUR SIGNS To BE 4' x 6' MOUNTED ON 4" x 4" POSTS. SIGNS TO BE PAINTED ORANGE WITH BLACK LETTERS. END FKMDY SEE SHEET NO. 1 OF 9. LETTERS ARE TO BE 6" HIGH AND 3" WIDE. - --- - DEVON STREET PROJECT BENCHMARK: o CITY OF RANCHO CuCAMONGA BENCHMARK NO. 10040: CHURCH ST. CLOSED CD DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONC. CURB HERMOSA TO KAHAI AVE. o HER�°e"AVE6w4H STAMPED "SB CO BM 01117" AT THE S.W. COR OF FOOTHILL $TTOH BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. DATE TO DATE - RAMONA AVE D�01A ELEVATION: 1207.097' {367.923m) USE RAMONA AVE. DETOUR cn M INDICATES EXISTING SPECIAL NOTICE PLACER STREE W �� �� �� SIGNALIZED INTERSECTION SPECIAL NOTICE SIGN SHOWN ABOVE Fri I H __ , _ AS EXAMPLE ONLY. REFER TO PLAN L FOR EXACT VERBAGE FOR SIGN. CD - �ED l� LE� qe� 1 EW CD d - DERBISH, CITY 0!I.RANCHO CUCAl ONGA Mild� EAR[H /ROFESS/O GUERRA 8C APPROVED BY: R.C.E. RECOMMENDED BY: GOF��Fy ASSOCIATES 0 CITY ENGINEER RcE 31979 DATE -7 c1 CIVIL ENGINEERS LAND SURVEYORS m m Foothill Hermosa Storm Drain SUBSECTION SHEET ARROW ROUTE m / s� p ---- - M RANCHO�CUCAMONCA, CAS X91730 3 OF S - R.C.E. 29224 Pk (909) 987-4306 Fax 90 9) 941-1528 -- �� � PROJECT SHEET MASTER- - s PLAN E TqT CN IL 0� BY / DATE BY / DATE 18 OF 29 o F oF�_�A� & .01� Q DESCRIPTION OF REVISION L1611 AWING NO. DA EL E. GUERRAGN CITY �29224 EXP.3/31/03 ENGNDESIEER APPROVED PHASE IV & V w 1201.94 - ---- ---- y �� _ � X - t W Z C9 L W M I � � �� Y?o _ J -- L E oN`° R/W °i 'n 24 L fx (1 +79.3) 1 j 1 0+54.651 E.C.R. Z n ++- / _� • e - �� R17A 24 �'� w R/W Q _, I EXIST. C.&G. � � � __ \ � � R17 do - AA Q W +i 4.3m p t� _ _ -- E 7 4.3m m 20 4 3 t sr � 3.6m _ - 21 - `q - - - - - - - t 3 20 a 3.6m E - - - - ✓ _. 3.6m 21 - - °D - - 1� 3.6m - . -- _. . _ 21 - - - - _ - 4.3m_ - - - - 3.6m 4.3m 13 - - - - - - m - - _ - _ 13 - _ _ - _ 13 38 36m 4.3m -. - - - h3) - - - - 20 -13 - 3.6m 21 3.6m - - 20 24 - - - -- _ _ _6 8 17A - - _ .._ - - _ cv R17 &24 13 18 4 24 1.52m q �4 . -- - - -__ _ - _ -- ---- U 4 ry R17A R17 & --- --- - - -- ---- ------ " -- --- - - - - - _ - - ¢� � 3 6mt _. __.._. _._._. R17A 3 1 52m- - -------- ------ 4.3m - - - - 21 18 - _... ._ _ 1 52m - -_- 9�Nm Q S'I'RLJCT'IC►N ATO _ 24 R17 dc` 1S _ 18 4 3 � 13 _. _ 0 13 _ - 3 6mi 25 0ADL+w 4 3 :� �- R17A 24 25 _. _ ---_�_. D 3.6m+ 13 _25 p 24 25 - -..- - -F ------ J !per J e z i �� • V) Q Q J J n v ^ O cr O - 1 - C14 r* Y lr)C v J + to + .� W �j + I ON a o,+ % c`!O +(O (/) `- � � a I tom w / �' ODC" w O FOOTHILLI , BOULEVARD 6 � 1 SCALE 1:500 j N 11 L T w O -� n U ; •� -- M i O) r 'n O 1 Z r *I n +Go� O (0r, f + o n� N r nn r`� - a a a a0 T I 24 u v Q 24 24 EXIST. C.&G. �-R/W `4 R/W r` 24 to Z n 24 n Q - ..cn a R/W II -- -_ / f R/W - E.P. - -- - - a I 0 PROPOSED _ 4.3m 7f 20 EXIST. CURB 4.3m 20 13 4.3m - - - 4.3m 20- - - 13 - - - - - - - - 13- - - £ - - - - - - - 6.4mt 13 _ - - - - �- E 13 - - - - - - 24 21 3.6m - 12 3.6m 21 21 � 1 E +' - - - - 22 3.6m 21 1.37m _ __- _._ .. __ ca -.- --- ---- -._ __ ___ r _-. -- __ 3 6m - - 1 M LO 3.6m _ 20- 3.6m n a 23 w 3.6w+ -. - - - - - - - - - - - 3 6m 2 86m _ � R17 4 3.6m 13 13 3m+ 12 l 3.6m __- 3.6m 8 R17A - - Q, - _ - - - -- - - - _ 3.6m - _ . - __ - . 4.3m 13 13 4.3m - - _ 1 1 3 1.22m - - 1. -- -- VARIES 13 __...,. 20 _ ,. -- - - I i" R17 dt � +� _ J 4 22m� V Q; +I 0 7 E 13 13 24 R17A 13 _..-.. ___ -M R17 dt 24 1.22m 18 18 4 E 5.5mt 13 15 11 - -- - _.N. ,� R17A 25 'q a MAINTAIN 40' WIDE OPENING IN TEMP RY 25 E - - - - 4 25 CONSTRUCi'ION WVitil llitGA RAILING TO ALLOW ACCESS TO DWY. ( P.) oo 3.6m 13 15 VARIES 16 1.52' MIN -_ r 4.3m 4.3m M VARIES EXIST. C.&G. t_ --- - _ - `.-1 - :o _ 1 0 1 25 CONTRACTOR SHALL PROVIDE A MINIMUM ONE VEHICULAR � `R/W R/W �{ 10 `� - '� - 26 ACCESS TO EACH RESIDENCE AND / OR BUSINESS (TYP.) _. _ o C"M z rn rn Z I Q FOOTHILL o - - BOULEVARD I �c~i� w j rn j 13 CONSTRUCTION NOTES �- I F - 3a-PAINT 100mm (4") SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. 1 I' a - ° L -- ROFESSIO 0 4 INSTALL TYPE K TEMPORARY RAILING PER CALTRANS STD. PLAN T3. \ -' � �, �p I E GU�I PAINT TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A. 3 0 I � m 6a- PAINT TYPE VI (RT.) ARROW PER CALTRANS STD. PLAN A24A. - v ase R.C.E. 29224 � 7�PAINT 100 mm THICK CROSS-HATCHED WHITE STRIPES. V: I ' DERBISH, sT civil_ 8�-PAINT 100 mm THICK CROSS-HATCHED YELLOW STRIPES. GUERRA & qTF oR i L �_-of CALM ASSOCIATES =' 10 PAINT TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A. ! -" I CIVIL ENGINEERS LAND SURVEYORS 11 PAINT RIGHT EDGELINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20B, DETAIL 27C. PROJECT BENCHMARK: 8:1,1 i I:CA A6LN1 )l .-i 'Ib I a12 PAINT LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 40. RANCHO CUCAMONGA, CA 91730 CIZY OF AN HO C'UCAMJNCi- BENCHMARK NO. 10040: - 1 Ph. (909) 987-4306 Fax (909) 941-1528 13 REMOVE INTERFERING PORTIONS OF EXISTING TRAFFIC STRIPES AND MARKINGS BY WET SANDBLASTING. 1 DESCRIPTION: FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED SB CO BM 01117" AT THE S.W. COR OF FOOTHILL _^ BLVD. & HERMOSA AVE., 1 ' WEST OF B.C.R. y 15 PAINT 200mm (8") WHITE CHANNELIZING LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. I , � .6,1 ELEVATION: 367.923m (1207.097') 16 PAINT CROSSWALK OR LIMIT LINE AS INDICATED PER CALTRANS STD. PLAN A24E. 1017 ( DA ?1L E. GUERRA• R.C.E. 9224 EXP.3/31/03 1 197.36 y 18 INSTALL TEMPORARY CRASH CUSHIONS PER CALTRANS STD. PLAN T2, ARRAY 'TJ'. 20 PAINT WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL_ 11. I �I 1 CITY OF RANCHO CUCAMONGA 21 PAINT DOUBLE YELLOW LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 21. 1 pP��OV�D BY: y R.C.E. ' RECOMMENDED BY: Q 22 PAINT TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 31. NOTE REGARDING EXISTING LANE STRIPES CITY ENGINEER RCE .3147(? DATE�8 _q9 23 PAINT 300mm (12") SOLID YELLOW STRIPES. Foothill / Hermosa Storm Drain SUBSECTION SHEEP All interfering portions of existing lane striping (including detour striping) shall A. 24 INSTALL ROADSIDE SIGN PER CALTRANS SPECIFICATIONS. SEE PLAN FOR TYPE. be removed by wet sandblasting prior to final striping. 1 ,e�V/SEo Z/M1TS of Deroele P ,v eEF�2�.��Ev FOOTHILL BOULEVARD O OF U l� Oz4w�-v{, ,c%. TN 2, �5' D.G�.4� //fiB�99 PROJECT SHEET `` 25 INSTALL 5' HIGH MIN. TEMPORARY CHAIN LINK FENCE. ( iI � Detour Plan 19 OF 29 E_ BY / DATE BY / DATE 26 INSTALL TYPE III BARRICADE. DESCRIPTION OF REVISION DRAWING NO. 0 DESIGN CITY From 150m t w/o Hermosa Avenue to C_ ENGINEER APPROVED 150m t e/o Center Street w