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HomeMy WebLinkAbout1293-S ofTecTi'1`5 I � ;07o T �5 - 1� �s- s� �5 -6T 60 a5- 8 3/A 9c ,5s - , ,5 u E5- 3c 5- 6A r-9 - /r 3 h I I Aero- 310 05- 6 fK^ I I I I I I i t I &61- 31e: E5- 6 5 20 , >� N i J"'110 _- I � IYA I I CO DUCTOfw, 0014E UL..E 31 I �� • ( I � / � wu� r � \ \\ �\ nWG C/jtGU! T �` � � 6 I I I I I M�n Ll \\ \ \ \ \\\\ �2 3 6 O �4 , '1 I • I \\ /it�✓TALL / G. H'/PULL Caen R I \ FT. TO NEXT /NTE�PSECT/GW yg" �3 8 ® W /C. 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I I I (� I E �QU/PM,�N T SGN,�bU,L � <�xisrin/� �cc�-P�- A5 ,�or�o) QUIPMENT AND LOOP DETECTOR PLACEMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. I ^'feM PuSn MOUN77N69 5 N5 (�r— LOCATE ALL SUBSURFACE STRUCTURES PRIOR TO CONSTRUCTION. PHONE UNDER- G7' G71 I 111/Nl��f v I I L rYP . � . rye Qp04,4 MfS• Cir P �7 GROUND SERVICE ALERT AT 800-422-4133. LuM M /,j C_& ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ►` I � � 1 HIMSELF WITH THIS SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE �{ 3I I :26 3J' �1J� ' /5' 4- 5V-1- T vv � yPl-r TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 1 I t _ _ - -- - 1� lo' a 6 5 ry-z-T sPJ-T (5}— THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM L CITY OF Kid �I �, a II 1 _ I� �v RANCHO CUCAMONGA AND CAL TRANS. HI �I I W I I 3 29- 4'8o So' S5 ' /✓C' l� 6 5 51�-1-T l�/�g M/�5 (6 THE CONTRACTOR SHALL OBTAIN A NO FEE TRAFFIC CONTROL PERMIT FORTY EIGHT j J a�q I > � I LjQ t} I A !C - - 8 w ry-Q-T - "// HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10-2 OF THE STANDARD SPECIFICATIONS - ~ I I I 26 3o' 4r5' !y' HI ,� 8 W W-1-T ✓f'1-T FOR PUBLIC WORKS CONSTRUCTION. ✓r' � � � „ IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION I f (� I A /� -- - - a 2 N Tv-2-T - 5P-1-T 6424 OF THE CALIFORNIA LABOR CODE HE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 7 2ro }' �5' l5' -I"`' Y✓ 2 N 5V-1-T MM/ 5P1-r - DESCRIPTIONof REVISION LATE APPROVE UTILITYry HEF ELD. LOCATIONS ACONTRACCTORNOT IS REFERRED 8 f P1 !O ' - - -- �J 4 TV-2-7 - - 5p-1-T - TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CITY of RANCHO CUCAMONGA CONSTRUCTION. 0+Eri�fC-0/4r5 P$Ar /076-T 9 ��W �lpMr ALL OBSTRUCTIONS WITHIN HE AREA TO BE IMPROVED ARE TO BE REMOVED OR TRAFFIC SIGNAL RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE W075: .4,947 ARROW L61V5E5 TOPV EA05 CEO "0 YELLOW RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO //t/O/GAT/ON5 ATLOc.4T/O/Vg ANO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. RELOCATION PLAN /O CONDUCTOR AND POLE SCHEDULES ARE FURNISHED AS INSTALLATION GUIDELINES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT MATERIAL AND EQUIPMENT REQUIRED FOR THE INTENDED OPERATION. FOOTHILL BOULEVARD ROUTE 66 INDUCTIVE LOOPS SHALL SHOW.X 6' WITH 10' SPACING IN HE DIRECTION OF TRAVEL & HAVEN AVENUE ALL PULL-BORES WITH FOUR OR MORE CONDUITS ENTERING SHALL BE NO. 6 OR GREATER. ALL OTHERS SHALL BE NO. 5 UNLESS OTHERWISE SHOWN. APPROVED BY ATE QRpFESS/p�, CITY ENGINEER �- ' - RCE No.?zV?7 �c�O �%�jpp '4l� DESIGN MANtEAW ASSOCIATES, INC. RECOMMENDED C05f�, ,g.�2,5, OF SAN BERNARDINO COUNTY Q N0. 1 814 R+ '_" CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET Exp. 545N.Mountaln Ave.,Sults 105 �! * �. �• UPLAND CALIFORNIA 91786 PHONK(714) 94---0949 — �F .arf'lf CAl CHEC KED RCE. No �¢� DRAWING NO. C/TY TE 4drZ Q-0-0-f FILE No./�0-7635 /� [•3�S •_ J• /26 'G� ,�=Rauecr 5/y55r No. a/er • .66 * - IF X = 10 ' USE THESE DIMENSIONS 3 ' CASE 1 GENERAL NOTES P CROSSWALK DOUBLE YELLOW STRIPE STRIPE CAB . ; "p" CAB . �° OR MEDIAN CURB FACE OR 1 . TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS LIMIT LINE STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY 1988, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS . SIDEWALK4". _ 2 ' UTILITY COMPANIES TELE . NOS . • ' • • • • _ 2 . TRAFFIC SIGNS, STRIPES AND LEGENDS PER CALTRANS TRAFFIC SIGN SIDEWALK • ' REFER TO PLAN FOR REMAINING LOOPS rJX ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY P14) 947-8269 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD 10 ' ' I GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 SPECIFICATIONS . CONFORM LEGENDS TO CITY STENCILS . REFLECTORIZE PLAN SECTION PHONE - GENERAL TELEPHONE COMPANY (800) 422-4133 ALL SIGNS, STRIPES AND LEGENDS . - PACIFIC TELEPHONE COMPANY (600) 422-4133 LEFT TURN LANE 3 ' �E WATER - CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 3 . LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION . HAND DIG FOUND- ._On STRIP. SEWER - CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ATIONS UNTIL CLEAR OF OBSTRUCTIONS . COORDINATE POLE INSTALLATIONS 2 ' X-6 ' UNDERGROUND SERVICE ALERT (800) 422-4133 WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS . PHONE UNDERGROUND CASE 2I 2 SERVICE ALERT AND CONCERNED UTILITY COMPANIES 48 HOURS PRIOR TO • Z -- CONSTRUCTION . LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN m • ; • ; • ; • ; : ; 0 SHOWN FROM A SEARCH OF AVAILABLE RECORDS . THE CONTRACTOR SHALL f- "p" CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO PROTECT NOT ONLY THE „ ; w CAB . X l0' ( 6 ' UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUB- P CAB : , cn STRUCTURES THAT ARE NOT SHOWN ON THESE PLANS . SIDE_A — 6T" X_6 , 4 . OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE SIDEWALK I LOCATIONS PRIOR TO FINAL PLACEMENT . PERFORM PRELIMINARY STRIPING INSIDE THRU LANE 2 PLAN SECTION -� LAYOUT PRIOR TO LOOP DETECTOR LAYOUT . 3 ' 5 . LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED . CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE . EXCEPT AS SHOWN . CURB N I 6 . PULLBOXES SHALL BE N0 . 5, VEHICULAR INDICATIONS 12-INCH, AND CON- I CASE 3 EXIST . C & G 10' 6 ' DUIT 2-INCH RIGID METAL, EXCEPT AS SHOWN . — "P11 CAB . I -}� 3 �� 7 . ELECTRICAL SERVICE SHALL BE 120/240 VOLT . PROVIDE CIRCUIT BREAK- . . . . . . . w "P" Ln )1 )� ERS FOR SIGNALS (ONE 50 AMP) , ILLUMINATED SIGNS (ONE 15 AMP) , AND cn CAB . Tii 8 U C-6 L C SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF) . m • , ; ; ; ; ; ; ; ; SIDEWALK OUTSIDE THRU LANE ' 4 COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED . \ . , (4') (2') (IF CALTRANS) (SEE SERVICE WIRING DETAIL HEREON FOR NON-CALTRANS INTERSECTIONS VARIES 5' 1 � ONLY . ) j� �1 ALL DIMENSIONS TO CL OF STRIPE PLAN SECTION TYPE " P " CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT, I . S . N . S . LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS FOR USE WITH NON—CALTRANS INTERSECTIONS ONLY SEE P.E.U. UNIT MOUffrM DETAIL N I II NOONTED IN A RAIN TItN(T I NEUTRAL P.E. UNIT AELECTRICAL ENCLOSURE FABRICATED TO 120 V SIGN OR LIBHTIN6 INDEX OF S FROM ZINC COATED SHEET METAL SERVICE BREAKER PER N.E.C. SW 125 V 12 A SNITCH r , TO I.S.N.S. RELAY CONTACTS AUTO-TEST alp OFF) I r� 125 V-AC 15 A COIL 125 V-AC 3/ OF 367 DETAIL SHEET I.S.N.S. CONTACT ENCLOSURE 5000 OHMS � BASE LINE ROAD 32 OF .35 TRAFFIC SIGNAL PLAN Foothill Blvd. & Aspen St. P . E . UNIT MOUNTING TYPE II PHOTOELECTRIC .V OFJ TRAFFIC SIGNAL PLAN _-------____. — Z vSTA w Foothill Blvd. & Spruce Ave. DETAIL CONTROL WIRING DIAGRAM Z TEaAA I z z _ ----__--_— w W W W < Q Q -O Q 125 AMP METER W 9'9� SAFETY SOCKET CHURCH ST . Q y� P.E.U. cy 'c Ao9 STREET �G SOCKET � 0 0 TEST o 0 BLOCKS REMOVE - I REMOVE CONNECTION FOOTHILL BOULEVARD CONNECT ICON EC CONNECT ASPEN CITY J STREET Q- DESCRIPTION OF REVISION DATE 1APPROVED - - - Q w Z W — - - — - - - - - - - - REMOVE u w — — — C!l Z � Y CITY OF RANCHO CUCAMONGA] REMOVE I O W Q HEn 0 0 o NO CONNECTION 20 AMP 7- > C'rL tan J w Q Q w = �J, DETAIL SHEET A N g o 50 AMP. = CEN ER DRIVE Q 0 UNMETERED TRAFFIC SIGNALS 15 A P. I/O EQUIP. ARROW HIGHWAY FOR o I/O SERV. GRND. TERRA VISTA TOWN CENTER METERED QRo ESSION S TO I.S.N.S. TO CONTROLLER TO q 2 PHOTO ELECT. LUMINAIRES TRAFFIC SIGNAL LOCATION �� �G� �jsFyc+ CITY ENGINEER R . CE APPROVED BY: DATE: �dE . N0 .22397 Q 2 EISENHART CONTROL 6� � � 9 m DESIGN S . RE&CE DED wJ L . S . E . LAWC� S No . 13493 CONSULTING ENGINEER EXP. 3-31-93 * DRAWN 1420 COOLEY DRIVE. SUITE 200E SHEET SERVICE WIRING LOCATION MAP s� �Iv I�- tiP L . S . E . COLTON. CALIFORNIA 92324 3/ aF . CA`S OPS PHONE: (714) 824-1794 FOR USE WITH NON—CALTRANS INTERSECTIONS ONLY SCALE: 1 '' = 0 . 25 MI . Or F CHECKED DRAWING NO. Ir f NRENCE EISENHART R.C.E. 13493 �,�o���T e�5 6 6 CONDUCTOR SCHEDULE PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE .N.G RUNS DIMENSIONS SIGNAL PLACEMENT PED. °� CIRCUIT NO STANDARD VEH. SIGNAL MTG. P.P.B. H.P.S. D.L.0 1 2 3 4 5 6 7 8 9 1 2 3 4 " „ 1 VEHICLE 3 3 3 3 3 TYPE SI6.M.A. LINI.M.A. A B MAST ARM POLE 0 MTG. ARROW LUMINAIRE 3 2 VEHICLE 31 5 _ _ _ _ _ 3 3 315 13 - 3 3 3 3 6 SHOPPING CENTERCA) 2 . 5 SV 2 UM 4 SP 1 T 2 -� 200W 3 3 3 I B 29-5-80 55 15 13 2 . 5 MAS/MAS SV-1-UM 8 SP-1-T 8 4 20OW 8 VEHICLE (FUT. 3) I 4 VEHICLE 3 3 3 3 3 3 3 M 5 VEHICLE 3 3 3 3 —� � III - - 6--E� I I II III C 15 15 8 2 . 5 SV-2-UM 6 SP-1-T 8 —0 20OW 6 VEHICLE 3 3 3 3 6 ILA � III I I I Q 26-4-80 40 15 5 2 . 5 MAS/MAS SV-1-UM 8 SP-i-T 6 f--- 200W 0 4 VEHICLE (FUT, 7 3 3 3 3 3 3 3 3 3 3 6 0 B VEHICLE 1 5 - _ _ _ SP- 1-T 3 3 3 15 13 2 . 5 SV 3 E 2 UM 4 SP 1-T 6 —� 200W I OLA 2 2 2 � III I 2 2 2 2 I � 29-5_ SV-1-UM - 80 50 5 - � � F 1 18 2 . 5 MAS/MAS SV 1 UM 6 SP 1 T 4 f--- 20OW 2 PEDESTRIAN 2 2 2 2 2 2 2 2 2 4 (�7 ,J � I1 l �p 1_6',j_ 12 _ 18' #14 0 4 PEDESTRIAN 2 22 2 2 2 2 6 7 T - �- ' G 15 - 15 13 2 . 5 SV-2-UM 2 SP-1-T NT5 T 4 10 20OW 220000W 6 PEDESTRIAN 2 2 2 2 4 4' H24-4-80 35 15 132 . 5 MAS MAS SV-1-UM 4 SP-1 28 PEDESTRIAN 2 2 2 2 2 W 4I6U 4I6L 7J9 '� NOTE: ALL VEHICLE 0 2 P.P.B. 1 1 1 1 1 1 1 1 1 1 2 11 I II i I LE SIGNAL FACES SHALL HAVE 4 P.P.B. 1 1 2 2 2 2 III E 12 LENSES . 6 P.P.B. 1 1 1 2 II I I I � 8 P.P.B. 2 1 1 1 1 2 P.P.B. COMMON 1 1 1 1 1 1 1 1 1 1 2 II i III INTERNALLY ILLUMINATED STREET NAME SIGN FACES SPARES 3 3 1 3 3 1 3 3 1 3 3 3 3 6 0 l TOTAL #14 - 0 15 24 24 30 34 34 28 22 22 13 63 II I m m 4I II I III WB Faces �- ST POLE H BLVD I.S.N.S. 2 2 2 2 2 2 2 2 2 4 Footh 111 #10 SIGNAL COMMON 1 1 1 I U .. Aspen 8100 10600 1 1 1 1 1 1 1 2 TOTAL #10 3 3 3 3 "• III 4 7L 7 5 II III �� . 3 3 3 47U 3 3 1 4 2 SCALE: 1 20 LUMINAIRES 2 2 2 2 2 2 2 2 0l 6 2 2 4 II I - G.F.C.I. GROUND 1 1 1 1 1 II I I Aspen ST POLE OLas Foothill BLVD #e I � EB Faces p --. SIGNAL SERVICE 2 2 2 2 2 0 810010700 I TOTAL #B - - - 3 33 - - - - 3 3 III p Cv III 1 DETECTOR 2 2 2 DETAIL 'A' 2 0 2 DETECTOR 3 3 3 3 3 3 6 • II I� III 6 0 8 DETECTOR FUT-. 3) 2 2 2 2 2 A II ' II • 0 6 0 4 DETECTOR 1 1 1 6 - - - - _ _ -- -- _-�- �� 6 L.c 5 DETECTOR 2 2 2 2 2 I E S 285' TO CROSSWALK 405' TO CROSSWALK 6 DETECTOR 4 4 FOR SCE CONDUCTORS 4 DETECTOR (FUr 1p7) 2 2 1 I 4 �, - ? Ulm lO SCE HANDHOLE _____ _ DETECTOR 3 3 3 3 3 \ _ - --- -- ____ TO SPRUCE AVE. TOTAL D.L.C. 3 5 5 7 8 11 7 5 5 - 19 _� (SERVICE POINT I �' ` �6P 3 D.L.C. • 2 D.•L C. (APP 0 ') CONDUIT S 212.5TO HAVEN AVE. • I ' F 6P j 3 FUT�3� 8 �8 5 �6 SIZE E 2 3 3 3.5 3.5 3 2.5 2.5 2 2-3.5 — — — APPflQX 1440'1- — .—.—._�/I e(�U ) 4 — — d- — — — NOTE: LUMINAIRES ON POLES A, B C & D SHALL BE ONN 0 E CIRCUIT . i . 71 T T A T T T LUMINAIRES ON POLES E, F, G, & H SHALL BE ON A SEPARATE CIRCUIT . 25 I 3ED ;. 9' S NN e• S I e•S 10 e•S e• S _j — .9 6 I !0• CD CO CO 12 2 D.L.C. 142.5' TO CROSSWALK c, I 15' -i — = 5 10 I r-- CU _ .ti + . � 1 FOOTHILL - . 0' i5' 30' BOULEVARDrt 15' 10 5 f-, Cv CU ~ U') 3' m N2.5' TO CROSSWALK 0' I Cv 2 D.L.C. N = ' Cv CV CUJ CU 1 �2 Nru IDETAIL 'A' !0' �• M SO !0• 10• !0' 10• s �' _ O CV I I d T 4 T T T T T TT 1 D.L.C. 2 D.L.C. �• r 4 & OLA � I 405' TO CROSSWALK 285' TO CROSSWALK I � , e• 2' = / A ' I I ` � I 1 � X0111 II • ! mUnits -m - - - - - —� - - I R Sockets S. for Sign 1 B U I II I for `�'�'� CONSTRUCTION NOTES III Y I II 'T' Comfuit ❑1 —INSTALL TYPE III-CF DUAL METER SERVICE I �? soar 1 I II �J I G slip Fitter to Notch Outlet EQUIPMENT ENCLOSURE TO SERVICE SIGNALS 1 III t 1 e• r 0 1 Top of Sipnel standard AND I .S.N.S. WITH A 50-AMP SIGNAL I (FbT 3 U) a N Cn I II BREAKER, 2-30-AMP LIGHTING BREAKERS, ' III $ � DUAL PE UNIT MOUNTING & A 15-AMP I .S.N.S. BREAKER. I a: III ml C:) II DESCRIPTION OF REVISION DATE CITY ❑2APPROVED PEU PEU —INSTALL CONTRACTOR FURNISHED MODEL 170 In CONTROLLER ASSEMBLY (SEE SPECIAL clu DETAIL "A" PROVISIONS) . YCITY OF RANCHO CUCAMONGA � g 120 volt sery = e = _. t ; ice 120 OP 2�0 volt service - NS III N []]—INSTALL TALL POLE-MOUNTED DUAL P.E. CONTROL I L III , I o TRAFFIC SIGNAL PLAN to I.S.N.S. l,��i,� UNIT PER DETAIL THIS SHEET. a " ' (F .319U) 8 L AT FL 0 FOOTHILL BOULEVARD (SR 66� 14' 12' 6' 6' 12' ®—INSTALL R�4• SIGN. (�!o' � �<j ) 14' 0 FESS m I I II PA oNq AND ENCLOSURE–,IleCONTACTOR CONTACTOR I 1 1 I I �, 0 test switch E]—INSTALL R73-5 SIGN. ' �"< o� S ' Ers �Z 11 ASPEN STREET ! 11 I I < 7 m [0—INSTALL 2 CONDUIT & INTERCONNECT CABLE. I Wm APPROVED BY: DATE: �d TYPE III PHOTOELECTRIC CONTROL INSTALL #5 P.B. EVERY 200 ' . III I 8J6U III I ¢ No . 13493 CITY ENGINEER R . C . E . NO .22397 WIRING DIAGRAM *� EXP. 3-31-93 P* DESIGN LAW CE S . EISENHART RE C NDED IL . S . E . ASPEN STREET �9TF QFCALZFoP�1 CONSULTING ENGINEER DRAWN 1420 COOLEY DRIVE. SUITE 200E SHEET L . S . E . COLTON. CALIFORNIA 92324 PHONE: (714) 824-1794 CHECKED DR/A;7\ (� WRENCE S. E ENHART R.C.E. 13493 moo. 36 of 66 CONDUCTOR SCHEDULE PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE PLACEMENT PED. N STANDARD DIMENSIONS VEH. SIGNAL MTG. PED. P.P.B. H.P.S. .M.6 D. OR CIRCUIT 1 2 3 4 6 AIA i i 1 2 3 4 NO TYPE SIG.M.A. LIMAI "A" "B' MAST ARM POLE MTG. ARROW LUMINAIRE 0 iVEHICLE SPRUCE AVENUE 3 3 3 3 3 CA) 15 - 15 13 2 . 5 - SV-2-UM 4 SP-1-T 2 — 0 20OW 0 2 VEHICLE 3 3 3 3 3 3 3 6 p 29-5-80 55 15 13 2 . 5 MAS/MAS SV-1-UM 8 SP-1-T 8 -- 20OW 0 3 VEHICLE 3 3 I III 4 U I I �� III I B 0 4 VEHICLE 3 3 3 3 3 3 III I I II III C 15 — 15 13 2 . 5 — SV-2—UM 6 SP-1—T 8 —0 20OW 5 VEHICLE 3 3 3 3 6 VEHICLE 3 3 3 6 � � � I p 26-4-80 40 15 11 2 . 5 MAS/MAS SV-1-UM 8 SP-1-T 6 4 - 200W 7 VEHICLE 3 3 3 3 3 3 3 3 3 6 III _ _ F-1 _E1 E 15 15 13 2 . 5 SV-2-UM 4 SP-i-T 6 — 0 20OW 8 VEHICLE 3 3 3 3 3 N 13' 12' 10' 10' 11' 14' 29-5-80 55 15 13 2 . 5 MAS MAS SV-1—UM 6 SP- - 2 PEDESTRIAN 2 2 2 2 2 2 2 2 4 F / 1 i T 4 f-- 2oow #14 4 PEDESTRIAN 2 2 2 2 2 2 � 4I L _ _ Cj 15 15 13 2 . 5 SV-2-UM 2 SP-i-T 4 --� 200W 6 PEDESTRIAN 2 2 2 4 5 6 7 8 1 . 11 I 7J4.1L 1� 11I i 8 PEDESTRIAN 2 2 2 2 2 o i o II III I f-{ 24-4-80 35 15 13 2 . 5 MAS/MAS SV-1-UM 4 SP-i-T 2 4 20OW 2 P.P.B. 1 1 1 1 1 1 1 1 1 2 11 4 P.P.B. 1 1 2 2 2 I a co I NOTE: ALL VEHICLE SIGNAL FACES SHALL HAVE 12" LENSES . 6 P.P.B. 1 2 = m II III ; i III C ( SCALE: 1 " = 20 ' Cn 8 P.P.B. 2 1 1 2 , S I I 6 III 1 P.P.B. COMMON 1 1 1 1 1 1 1 1 1 2 III o II INTERNALLY ILLUMINATED STREET NAME SIGN FACES SPARES 3 3 3 3 3 3 3 3 3 6 I C ( I TOTAL #14 13 22 22 28 32 28 22 22 13 — 61 ; J• �? I I II III ; I.S.N.S. 2 2 2 2 2 2 2 2 4 Ii 1 Cu 7J 5L 17J!U 2 AVE BLYD Cu I CD POLEfm Spruce 8100 POLE OH F Q Q t h 111 g #10 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 2 III ; ffmi0 00 TOTAL #10 3 3 3 3 3 3 3 3 1 4 2 .� LUMINAIRES I T '' 2 2 2 2 2 2 2 2 2 4 G.F.C.I. GROUND 1 1 1 1 / a AVE BLVD #B I SIGNAL SERVICE 2 2 1 2 2 4 POLE Spruce 8000 POLE OD FQ Q t h 111 10900 6 � I I I; TOTAL #8 — — — 3 3 — — — — 3 3 — — — I 1 DETECTOR 2 2 2 II 6 2 DETECTOR 3 3 3 3 3 3' C & PULL ROPE 1 I D I FOR SCE CONDUCTORS 6 3 DETECTOR 2 2 2 2 2 4 DETECTOR 3 3 78• S.D. I ' 25 �— 66' S.D. 285' TO CROSSWALK 405' TO CROSSWALK .L.0 5 DETECTOR 2 2 2 2 - -- �- 6 DETECTOR 4 4 SCE HANCHOLE I 4 / �8 CC 7 DETECTOR (SERVICE POINT) I , �3 �8 6 8 DETECTOR 3 3 3 3 3 TO SHOPPING CENTER 2 D.L.C. . TOTAL D.L.C. — 3 5 5 8 11 7 5 5 — 22 r" — _ _ — _ - �506 � F 03 I 5 I O v CONDUIT SIZE 2 2 2.5 3 3 13.5 3 12.5 2.5 2 12-3. - - - � I CU fi NOTE: LUMINAIRES ON POLES A, B, C, & D SHALL BE ON ONE CIRCUIT . i io ►� LUMINAIRES ON POLES E, F, G, & H SHALL BE ON A SEPARATE CIRCUIT . 3 R R, e• s e•s e• e•s C CU �fi = W co ca I 1 UD 142.5' TO CROSSWALK CU . (1J 1.5' C-2 D.L.C. _ = I 10 15' J 30' CU 30' 5 0' 4 1� .. FOOTHILL - _ -- 1 10• 15' 30' _ BOULEVARD CU 30' J 15'D7 4 + " N N C _ Cn I ALK 1.5' C-2 D.L.C. r, 142.5' TO BACK OF CROSSWi ' CU cu N `r) I �2 civ N 1p,. r- ( 8 N 10' N 1' !0' M 10'J11 10' M !0' M CU 4 �2 � - - - - - - _ - - - - - - d IT T B T T I .}---------------------------------•-- --------- � 14 7 I ._. . . ---- ----- ---------------------=---------- 10' POlt � I 405' TO CROSSWALK 285' TO CROSSWALK I A • - - - - - - I 1 I 8 U 111 units-off* 9ocketa 'Sfor Signa '`' for `�n°'�' CONSTRUCTION NOTES III ; ' I I1 •o N i i i � 1 . . 1 III • i 'Out1eaot 01 INSTALL TYPE III-CF DUAL METER SERVICE i III I 3 U I Slip fitter to Notch EQUIPMENT ENCLOSURE TO SERVICE SIGNALS , Cf) III Top of signal Standard AND I.S.N.S. WITH A 50-AMP SIGNAL j III I I ° i BREAKER, 2-30-AMP LIGHTING BREAKERS, o o III 1 DUAL PE UNIT MOUNTING & A 15-AMP I.S.N.S. BREAKER. = III mI ~ I CITY �? III DESCRIPTION OF REVISION DATE APPROVED —INSTALL CONTRACTOR FURNISHED MODEL 170 1 F-21—INSTALL III I Y PEu PEu CONTROLLER ASSEMBLY (SEE SPECIAL 3L 0 F07 1 I ; CITY OF RANCHO CUCAMONGA PROVISIONS) . j 11 1 J� CCn n 8 Z Z I 1 Cr Im volt arvice J 120 or 240 volt aer+ice 3 —INSTALL POLE-MOUNTED DUAL P.E. CONTROL I I3P9L 8 L � TRAFFIC SIGNAL PLAN ( ( N.T.S N.T.9• NtS. N.t.S. .T.S. N.T6. o to I.S.N.S. to iminairaa UNIT PER DETAIL THIS SHEET. 13' 12 s' !Z' I I' 14' in FOOTHILL BOULEVARD (SR 6 6) ®—INSTALL R73-6 SIGN. i I1 ( I I I 111 i QppFESSroNq AND ENCLOSURE CONTACTOR CONTACTORS(v0 test switch 5]—INSTALL 1173-3 SIGN. III I I 1:111, j �Q����� F js�y= � SPRUCE AVENUE • I III I 1 I B U 1I1 i w p m APPROVED BY: _ DATE: O © INSTALL 2 CONDUIT & INTERCONNECT CABLE. ¢ J No . 13493 � � CITY ENGINEER R . C . E . NO x„23_ 7 TYPE III PHOTOELECTRIC CONTROL INSTALL #5 P.B. EVERY 200' . EXP. 3 LAWRENCE—31-93 * DESIGN S . EISENHART REC NDED WIRING DIAGRAM SP R AVEN U `��y� CIVIC. PSP L . S . E . CONSULTING NG ENGINEER o�� � OP C Al-1F0 DRAWN 1420 COOLEY DRIVE, SUITE 200E SHEET L . S . E . COLTON, CALIFORNIA 92324 33 PHONE: (714) 824-1794 OF CHECKED DRAWING NO. WRE NCE E NHART R.C.E. 1349�' /13-15 * - IF X = 10 ' USE THESE DIMENSIONS 3 ' . . CASE 1 GENERAL NOTES Pzz CROSSWALK — --- ------- ------- CAB . � � � �� �� � DOUBLE YELLOW STRIPE STRIPE .. OR MEDIAN CURB FACE OR 1 . TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS w P CAB . T LINE SPECIFICATIONS DATED JANUARY 1988 AS l w LIMIT STANDARD PLANS AND STANDARD S I , L m �_ • � . . • . � 2 ' � UTILITY COMPANIES TELE . NOS . SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS . SIDEWALK _ SIDEWALK 2 . TRAFFIC SIGNS, STRIPES AND LEGENDS PER CALTRANS TRAFFIC SIGN ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY P14) 947-8269 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD LOOPS F REMAININGL �E REFER TO PLAN OR5 _ - REFLECTORIZE 10 � I GAS SOUTHERN CALIFORNIA GAS COMPANY (800) 422 4133 SPECIFICATIONS . CONFORM LEGENDS TO CITY STENCILS .PLAN SECTION PHONE - GENERAL TELEPHONE COMPANY (800) 422-4133 ALL SIGNS, STRIPES AND LEGENDS . - PACIFIC TELEPHONE COMPANY (800) 422-4133 LEFT TURN LANE 3 ' * WATER - CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 3 . LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION . HAND DIG FOUND- - 84 STS. SEWER - CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ATIONS UNTIL CLEAR OF OBSTRUCTIONS . COORDINATE POLE INSTALLATIONS 2 • X-6 ' UNDERGROUND SERVICE ALERT (800) 422-4133 WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS . PHONE UNDERGROUND . • . • . CASE 2 I 2 SERVICE ALERT AND CONCERNED UTILITY COMPANIES 48 HOURS PRIOR TO z -- - - CONSTRUCTION . LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN m o SHOWN FROM A SEARCH OF AVAILABLE RECORDS . THE CONTRACTOR SHALL • H � p CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO PROTECT NOT ONLY THE • . u 10 - ,• •„ • • , w CAB . : X 6 ' UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUB C • P AB : • m STRUCTURES THAT ARE NOT SHOWN ON THESE PLANS . SIDEWALK - 4 . OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE SIDEWALK X—6 'I LOCATIONS PRIOR TO FINAL PLACEMENT . PERFORM PRELIMINARY STRIPING INSIDE THRU LANE 2 PLAN SECTION -� LAYOUT PRIOR TO LOOP DETECTOR LAYOUT . 3 • 5 . LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED . CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE . EXCEPT AS SHOWN . CURB cv 10' I 6 . PULLBOXES SHALL BE NO . 5, VEHICULAR INDICATIONS 12-INCH, AND CON- z • DUIT 2-INCH RIGID METAL, EXCEPT AS SHOWN . " t1 o CASE 3 EXIST . C & G 6 P CAB . H I �� 7 . ELECTRICAL SERVICE SHALL BE 120/240 VOLT . PROVIDE CIRCUIT BREAK- w "P" i� ��_� �� �� ERS FOR SIGNALS (ONE 50 AMP) , ILLUMINATED SIGNS (ONE 15 AMP) , AND z . . . • • • • • • • (n CAB . TSAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF) m • • • • • • • • SIDEWALK OUTSIDE THRU LANE ' /� �� � , • ; ; • , , , • , 04 . `t COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED . (4') (2') (IF CALTRANS) (SEE SERVICE WIRING DETAIL HEREON FOR NON-CALTRANS INTERSECTIONS 5, 1 , A�VARIES- R • , ONLY . ) Ct ' • ' ALL DIMENSIONS TO OF STRIPE PLAN SECTION TYPE P CABINET FOUNDATION AND, LOOP DETECTOR PLACEMENT' I . S . N . S . LEGEND DETAIL PAD DETA I L REFER TO PLAN FOR DISTANCE -- - TO ADVANCE DETECTORS FOR USE WITH NON—CALTRANS INTERSECTIONS ONLY SEE P.E.U. UNIT MOUNTING DETAIL s.� I MOUNTED IN A RAIN RE I NEIL INDEX OF SHEETS P E UNIT ELECTRICAL ENCLOSURE FABRICATED TO 120 Y SIGN OR LIGHTING FROM ZINC COATED 9FEET METAL SERVICE BREAKER PER N.E.C. SPOT 125 V 12 A SWITCH r , TO tI.S.N.S. RELAY CONTACTS N AUTO-TEST (NO OFF) I „ J 125 V-AC 15 A COIL 125 V-AC 5000 OHMS 3¢ OF 35 - DETAIL SHEET I.S.N.S. CONTACT ENao9UFE NOT TO SCALE 6 O F .3�- - TRAFFIC SIGNAL PLAN Foothill Blvd. & Milliken Ave. P . E . UNIT MOUNTING TYPE II PHOTOELECTRIC DETAIL CONTROL WIRING DIAGRAM HIGHLAND AVENUE 125 AMP METER w w w w w w SAFETY SOCKET Z Z Z Z Z Z w w w w w w P.E.U. a a a a a a BASE LINE ROAD 0 o TEST o ° SOCKET cl o z w a BLOCKS w o � �REMOVE w z r NO CONNECTION a w z x m z REMOVE-,,,,, 0° z w �+ r - I H cc > _j w H CONNECT u _ J v ICON EC - J CONNECT F- H O CITY r, a � cc DESCRIPTION OF REVISION DATE APPROVED ti - - - - � REMOVE —I REMOVE FOOTHILL BOULEVARD ti CITY OF RANCHO CUCAMONGA ° ° NO CONNECTION 20 AMP ° DETAIL SHEET 0 50 AMP. ° A " B o 15 A P. UNMETERED FOOTHILL BOULEVARD I/O EQUIP. = PROJECT LOCATION AND I/O SERV. GRND. u u 0 MILLIKEN AVENUE METERED so S.Qso � s. e j < APPROVED BY: DATE: TO I .S.N.S. TO CONTROLLER TO ��' �° SFS CITY ENGINEER R . C .E . NO „ a2,347 PHOTO ELECT. LUMINAIRES �' - tie LOCATION MAP i m DESIGN EISENHART RE ENDED CONTROL W J 3493 L . S . E . LAWRENCE S . SCALE: 1 " = 0 . 5 5 MI . * EOXP. 3 393 * CONSULTING ENGINEER ' SERVICE WIRING DRAWN 1420 COOLEY DRIVE, SUITE 200E SHEET �� C I V I�- �P L . S . E . COLTON, CALIFORNIA 92324 OF �/ qT� OP� PHONE: (714) 824-1794 SF FOR USE WITH NON—CALTRANS INTERSECTIONS ONLY OF CAL CHECKED DRAWING N0._ .f, rs /0-7%�I �-5 XARE"NCE .. IS "HART R.C.E. 13493 CONDUCTOR SCHEDULE PHASE DIAGRAM 16' 11' 13' ,. POLE AND EQUIPMENT SCHEDULE k.W.G. RUNS DIMENSIONSSIGNALH.P.S. STANDARD PLACEMEN VEH. SIGNAL MTG. P.P.B. .0 CIRCUIT z Q © ® ® ® L� ® ® NO TYPE SIG.M.A. LUN.M.A. "A" "B" MAST ARM POLE 0 MTG. ARROW LUMINAIRE 1 VEHICLE (FUTURE) UN _1 2 3 4 I _ _ _ 26-4-80 45 15 SAN 2.5 MAS/MAS SV-2-UN 200W 2 VEHICLE 3 3 3 3 3 6 6 A 4I6U - - - 3 VEHICLE (FUTURE) t I I F] F1 F] 11 I 11 B 15 15 10 2.5 SV-2-UM 6 SP-1-T - 20OW C 29-5-80 FUT 4 VEHICLE 3 3 3 3 3 3 FUTURE —� FUTURE OL B J - - - - 5VEHICLE 3 3 3 3 ; il � I) I I� -55' 15 13 2.5 - - - - 6 �— 200W a 6 VEHICLE 3 3 3 6 6 __ o B 15 15 13 2.5 SY 2 UM 4 SP 1 T 6 —� 200W 7 VEHICLE (FUTURE) D�L A E 29-5-80 3055. 15 13 2.5 MAS SV-i-UM 6 SP-1-T 4 f— 20OW 8 VEHICLE (FUTURE) III it _ _ o I * 15 15 5eE 2.5 SV-2-UM 4 SP-1-T 4 4 — 20OW FUTURE FUTURE �- OL A 2 2 2 2 2 ti 11 14' i 11' 12' 4� 12' ii' 25' i G i-A - - ��, 2.5 - TV-i-T OLB 2 2 2 4 4 - - - - #14 2 PEDESTRIAN (FUTURE) I III I /NSrALL U- BOLT MOlJ/VTeo HORIZONTAL MAOT,4171V �Or? %5/Y5 AT 22' 4 PEDESTRIAN 2 2 2 2 2 5 6 7 E3 416L 1 II A.180V5 F/N/SyE�7 G�ADE. 6 PEDESTRIAN 2 2 2 4 4 ( " 8 PEDESTRIAN (FUTURE) III III NOTE: ALL VEHICLE SIGNAL FACES SHALL HAVE 12 LENSES . 3 I � 4 P.B.B. 1 2 2 2 2 Q II 1 � II INTERNALLY ILLUMINATED STREET NAME SIGN FACES 6 P.B.B. 1 2 2 o � III � 8 P.B.B. (FUTURE) i u 1 0 1 Il iAVE P.P.B. COMMON 1 1 1 1 1 1 2 2 ® `"• 1 I POLE O M i 11 i k e n g 00 POLE O Foothill 101 300 SPARES 3 3 3 3 3 3 6 6 i Lo N 11 TOTAL #14 7 15 - 23 24 17 10 42 42 ( Il I.S.N.S. 2 4 2 2 2 2 #10 SIGNAL COMMON 1 1 1 1 1 1 2 2 ( 1 POLE O Milliken AVE POLE Do Foothill BLVD TOTAL #10 1 3 4 3 3 3 3 2 2 O J 111 1 lI (D 8000 11400 0 LUMINAIRES (SEE NOTE BELOW) 2 4 2 2 2 2 I 'd G.F.C.I. GROUND 1 1 1 1 1 I C' III it #8 SIGNAL SERVICE 2 2 2 2 2 ( �? °' TOTAL #8 - - 3 3 3 - - 3 3 e I III Il 3 - - - - - - 1 DETECTOR (FUTURE) DETAIL A 41 A 4 U I 2 DETECTOR 4 4 4 4 4 1110 II 6 `O 1 3 DETECTOR (FUTURE) DETAIL 8 A" DETAIL IBI - - - 4 DETECTOR 4 4 4 1 I o I 285' TO STOP BAR 405' TO STOP BAR D.L.0 5 DETECTOR 3 3 3 3 3 D I 10• S 10' S �� I 6 DETECTOR 5 5 5 6 \��y-'-•------- ----- 7 DETECTOR (FUTURE) I 8 8 DETECTOR (FUTURE) ------------T------N-N------�N-N,N�- // T P 6 I �'C =. . 2' C-3 D.L.C. 2' C-2 D.L.C. i' C-i D.L.C. TOTAL D.L.C. - 7 - 7 11 5 - 16 16 T _ T rAh Ck CONDUIT SIZE 2 3 2 3 3 . 5 3 3 2-3 2-3 10• w �0• — 6 OL B so+ w T 10• w — -10' T 10' w r6 _ I /JL�TA/L 'A* Cr NOTE: Luminaires on Poles A, B, C, & D shall be on one circuit . DETAIL A' I 10 Luminaires for Poles E & F shall be on a separate circuit . 240N 246N 241 w 24' w - - - r 15' 8 15. 8 15 S 15. 8 Q '05' 3 15• S CU CV M 11 ' - i 5 TO CROSSWALK FOOTHILL �6 i BLVD . ru 30' 15' 10' )0 =3 CN 5JIU - — — — — — — — — — — — — I 4 144.7' rip ('Vnl 1, 2 J � J � I N "' 3' C & PULLROPE N ° 04 & OL A DETAIL B I 14 7 FOR SCE CONDUCTOR �4 1� - l.5"G-1 n.t,.G• 2' C-2 D.L.C. 2' C-3 D.L.C. NEW E P DETAIL 'A' 51 6 — — — — — — — — — — — — — r'LJ — — — — — — — — -�� — — m EXISTING R/W — F o EXISTING R/W 405' TO CROSSWALK 285' TO CROSSWALK 2' C-4 D.L.C. SCE H A N D H O E I FUTURE C & G 1 G O SERVICE POINT) FUTURE C & 6 — _ _ — vs' 5 7' I, FUTURE R/W ---------------------------�,,\ \ / ,,_---------------------------._FUTURE R/W--------- AE Units -ow t 1 I I Sockets 'S' for Signe 1 'L' for Ualnairee � I I � I ( CONSTRUCTION NOTES I P-71 .T. Conduit [I]—INSTALL TYPE III-CF DUAL METER SERVICE I H , outlet Body I Slip Fitter to Notch EQUIPMENT ENCLOSURE TO SERVICE SIGNALS Top of Signal Standard AND I.S.N.S. WITH A 50-AMP SIGNAL ,j BREAKER, 2-30-AMP LIGHTING BREAKERS, DUAL PE UNIT MOUNTING & A 15-AMP I .S.N.S. BREAKER. CITY DESCRIPTION OF REVISION DATE APPROVED F2]-INSTALL CONTRACTOR FURNISHED MODEL 170 H PEU PEUCONTROLLER ASSEMBLY (SEE SPECIAL 57 CITY OF RCUCAMONGA PROVISIONS) . to colt eerHee _ 120 or 21D colt ewwiee a—INSTALL POLE-MOUNTED DUAL P.E. CONTROL TRAFFIC SIGNAL PLAN UNIT PER DETAIL THIS SHEET. toI.S.N.S. to lainairee FOOTHILL BOULEVARD F41—INSTALL R73-G SIGN ON SIGNAL MAST ARM. 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A. ......__.......}........._._�. i i~ " � s�.•'" /f •,'-.�'fi^'�c_y. /"{/� * :::-. ' U #• ���/�.I V�� ��� �// _ O , / dwm _....:.. _ , _ . ... _ ..... .....-. a V € Q IQc4c. ws tie NIT L.�r7F�e � 5� 9-6-89 ��/(�� 9-19-89 l iiy � A 3 ' ,,� _.{.. �^y►�//. \\ DIY !fj t Y t ,, ,t�}j�t (�� 3 ��; ` • Ii /�•A.A: , .,f ! ` 7 V �3,` ,,.,€ ' i'�;:�'I ` ��j� V 'i. V * `!\•til'" DESCRIPT 0 i y: ' - 'yy �t Vl �j �yl< �\ !� �i� �.�. I N of REVISION pATE ��RoVE.. 1 f i v o .� CITY of RANCHO CUCAMONGA ft V G�O�t//L�L'T/ ST.�✓�/�!/J� �QiVO �d•�./r��i 1�1s'' ,y,q V , ,, 4 �f' ,Og N FOOTHILL BOULEVARD d, rWff cu �vr c,.u. s � �,ci�riL i.�c�r.���o SIGNING A STRIPING PLAN N .� /N.�T.4LG ,e Z6�.3�.S/�tGs'.4T �xf' O,e 1. 55 ��.¢.✓�,K. ,�T.P�E.�TL/t✓if/''�L�ES .SGOT >4T G'O,Q,�.ECTEp �j�/� -- �,or.��sEv foe 9ir.-vi.�sT.�.�,.aT�O�/. OP V F ^ By A CITY ENGINE t:• RCE.Nos:3 Y 4 AL.L_ AI VZWZVT /bts?� SMV P A4�E9 A*-V C�WiAL kS AVAL1. Sff F r -... TN L�'>a'�JOP�l9T7C vR� - _S1 PESI,N _1ADOLE IATES IN i� 4� RECOMMENDED OF SAN BERNARDINO COUNTY "SULTIN%i CIVIL ENGINEERING AND LAND PLANNING SHEET D• ^� 845 N.Mountain Ave,Suite K`F �7 �_wwUR •ND CAL IFO-4NIA91786OFe &4-114) 94G-2-1-41* sl4l !�- �� MEC.-.LD .�.t'.G RCE- No MAY SOF�AL�c ----� DRAW IN c yp. ATE � /'� FILE No. � l �? S Al .. P F D~G1iH/TE SOL/o ✓�TR/PE PER € p .. ¢"yriyiT�G.,.Qit/E L✓�t/E 3 ' ��h+ � � �, �. G��72.c�© t�.�n-%�:' c,A[.rRA,v fTO.A2l� t� CAG rXA -C Pt'72 CU-79A/0 87TH AZO- , _ LaET.a/L '..5f. 3� _ 4"GYH/TE 50L/� STR/Pfy- , X"r".'... "✓'". e'..,,C.:,c— r`c: °'rs .G+'?✓'".,.> °c,',:.� I ..... °.,� - f •'�`"S'„ ' ,6L-X' 441-Ti UIIII S s-'T17 2G�,` ��.�'�” I x ms's'G�CX�GU.-*�►.f-fi' e �1 '\. it/-G'1i, 3- 2. 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" e r� BOUIEVARD F0, 0, T II; �\ ��� o z h o KI LN r7 I iFw I/�E' _ f49, / �1$ AO I /2' /� 121 l2 , Ito NIL � I II ( O r k} w `� `� V ff V 41 tq' Aal Ilk — _ --- - - X. �, �I - - . t '.' ^� ,.�__..^: M•*- _.,'a> a'.^7r - : ,.:'M"+' ,: „' t*' A,•,.' .. .. � li:Y`'.7"'.:; �w•�!',�'° �Y .-1' �ti.u... t!'M•' +t, - - - '/3�^"7' !\fir ._r-------w+•_". —_----- . -- _ - --. , ., — .. 'ai OI/1NIr/ . s rR t h i _-- _ T I'X __ ~� �-- 01 � ' � M l W T TfflAt A •/ 10A1 /20't M567. � , t 3 Moveo �o � T 4 UL7RrUk5 U77M # MW&03 aF 9-G-89. � W.BOULEVARD W. 9-/9-89 t . DESCRIPTION of REVISION 0 > Q OATS "ROVE a ; CITY of RANCHO CUCAMONGA 0 All ' �v �x�r a FOOTHILL 13OULEVARD ® SIGNING & STRIPING PLAN iP�iy=4��.l7 .a/s�-li'�' .4.4 r V^ - � ,ITY EP .NEEF RGE.No.� QROFESS � MA RECOMMENCED 2, T,r,,st�.�- .�T,r✓�.T.�s .Q,c� �.e,�r...�iri�s' T�.d�' /�T.s��v Q�� ITOH � OEs �N 1 of SAN BERNARa�NA COUNTY Tim!' C&R ANT CA477Cib W � AfANI AL. ,4. 5 y�� sz, f I /�/• Coll _ CONSULrN 'ouk 9140MEWIMO Sla�'ET .J /�cL�T.4L,G ,��G i >S�� .4T/ PS'G�G�'S�' SO�4�/w�'. E !4AJ ; GA.�WN AND SAN r ,.,Sv ti Jird G✓�-Yli�l_ T.4T �0, -Ec'T�o S���iir2� E,a 'j x': a t�.�oama�U O sem. as ,r- �1,4y,6E -�v * *, 6.�• !r_ vry NE e.�►u,r*eNtA t�»% �_ Of 3_- 10 sl� C!VIL ���• HE_KE"I _ RGE•P* iW OR V1t No ALL ?XW-IVMVr ASN '/Ml+s, SXP SIRS AND 5�"'i I OF'C#I�EQ ,/ 77�MRMOFLA.STIC W 0 *F 2 d g FILE No./2' x �- .'-s