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Home My WebLink About1879-S C ENERAL NOTES I. TRAFFIC, 51ONAL AND GOMMUNIGATION 5YSTEM5 PER GALTRAN5 STANDARD PLANS 5. LOCATE ALL 5UB5TRUC7URE5 PRIOR TO CONSTRUCTION. PHONE UNDERGROUND SERVICE ALERT AND AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES THE SPECIAL PROVISIONS. AND 5UB5TRUGTURE5 HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTEGT NOT COF DOUBLE YELLOW LINE 2. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE ONLY THE UTILITIES AND 5UB5TRUGTURES 5HOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT OR MEDIAN CURB FAGS TRAVELED PORTION OF THE LANE, UNLE55 SHOWN OTHERWISE ON THE PLANS. ARE NOT SHOWN ON THESE PLANS. -T- 3. PULL BOX LOCATIONS ON THESE PLANS ARE APPROXIMATE AND MAY BE AD-USTED SUBJECT LEFT TURN LANE TO THE ENGINEER IN THE FIELD'S APPROVAL. PULL BOXES SHALL BE SIZE (qE AND LOCATED UTILITY COMPANIES PHONE NUMBERS 30'CD 15' I0' AS SHOWN ON THE PLANS. _ � p N SOUTHERN CALIFORNIA ED150N GO. �` �- 4. CONDUIT SHALL BE SCHEDULE 40 PVC AND INSTALLED USING ROCK WHEEL METHOD (CONTACT DAVE QUEZADA) (909) 357-6240 0 (D c_ 1) AND PER THE TRENCH DETAIL, UNLE55 OTHERWISE NOTED ON THE PLANS OR SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 t8"WHITE TURNING LANE LINE m AS DIRECTED BY THE ENGINEER IN THE FIELD. EXACT LOCATION OF THE CONDUIT MAY BE VERIZON (909) 469-3627 EG XISTINCONTROLLER i z ADJUSTED BASED UPON FIELD CONDITIONS AND SUBJECT TO THE ENGINEER IN THE PAGTEL (800) 422-4133 'L' CONNECTION ^ CABINET THRU LANE m Q FIELD'S APPROVAL. CONDUITS INSTALLED ON PARAPET WALL SHALL BE GALVANIZED STEEL. GUGAMONGA COUNTY WATER DISTRICT (909) 987-2591 (WATER AND 5EWER) Q UNDERGROUND SERVICE ALERT (800) 422-4133 - 10, 'z w v - -- CL _ C4" LANE LINE m Xj/ THRU LANE _ z 10' I'UPRpf oSED -- )_ _ - v 2" G O � 4.' LANE LINE OR 8" m J A �. TURNING LANE LINE ��V A_ — EX. PARAPET WALL 112" BOLT � �� \ � THRU OR RIGHT 10' �I �! j (3V2" MINIMUM 1/211 BOLT WITH 11211 CONCRETE TURN LANE EMBEDMENT) EXPANSION ANCHOR v 6ALVANIZED CONDUIT UJ — EX. PARAPET WALL DETAIL "All � I, L - TOP OF GURB FACE >t U-BRACKET WITH 10' 5PAGING �� EX. GAG O.G. (TYP) e U-BRACKET- GALVANIZED CONDUIT i GALVANIZED CONDUIT A i �� EX. SIDEWALK (1EXACT LOCATION OF CONDUIT _ U-BRACKET- �,_ SHALL BE DETERMINED BY THE �� TOP VIEW SECTION A-A ENGINEER IN THE FIELD) SEE BRACKET DETAIL LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE BRACKET DETAIL 7 TO ADVANGE DETECTORS EX. DIRT *6E PULL BOX SWEEP SHALL BE 450 MINIMUM RADIUS (TYP) SEE DETAILS ON PILMANS FOR THE CONSTRUCTION OF 15HEETI60F16 > DETAIL "B" TR4FRIC NOTE: GONTRAGTOR SHALL USE THIS DETAIL FOR EACH GONDU I T ENTER I NC AND EX I T I NC THE PARAPET WALL, I NGLUD I NC — PULLBOX AS DIREGTED BY THE ENGINEER IN THE FIELD. Lm Or A C u E: E;mr A or 0 E or I w AN A 04 \/9:N1 u E VICINITY A F No. REVISION APPR. DATE < < Q � Q Q SHEET I NlD)EX CITY OF RANCHO CUCAMONGA � BASE LINE RD I Title i �� Sheet TRAFFIC SIGNAL INT CONNOCT PLAN � LINE ROAD �- �- 2- 16 I nterc annert P I ans Q FROM W ALTA GUESTA TO ETI WANDA AVENUE Q FOOTHILL BLVD _ GENERAL INFORMATION AND DETAILS APPROVED BY DA1( /' _� w Q ! �\ CITY ENGINEER! ____ R.C.E. N0. 24953 z Q Q z -V 1� J DESIGN oRRIS•� Rt C,OMME NDE D _ _ ACs z T_ ~ i!_L� y A SU SIDIARr OF WESTRIAN Z uj = J - - -. A - SANTA ANA CA. 92705-UITE Q (� _ � w c' J�� a�9�9 �; 1 DRAWN +Soo N. TusT1N AVENUE SUITE 230 SHEET v Q xr,. ; 3 ;'G /" BB TEL Tia 973-2230 \ j FAX�71 973-2263 I OF 16 CHECKED p DRAWING NO. -- C• �. .,wc �� 3-/3-e3 � - 12" S w 4.. ►� 12° NEW A.G. - EX. BASE 2 SACK RED SLURRY #10 STRANDED COPPER TRACE WIRE (GREEN) - - EX A.G. �� Design L 14"t Design 1 � I la" - 2" CONDUIT (24 5MFO) t � \ - 3"± (SEE MANUFACTURER'S \ DUCT SPACER a JOINTS 5PEGIFIGATION5) I 7'± SPAGING I" MINIMUM CLEARANCE EACH 51DE Slurry to surface Of existing AG. Orind to 12" wide on both sides of trench to minimum 4" depth of A.G. 51 NOLE CONDUIT - TRENCH DETAIL REFER TO PLANS FOR LOCATION 2 SACK RED SLURRY #10 STRANDED COPPER '. TRACE HIRE (GREEN) - EX A.G. - _ _v__- 1 I Design � 14"± Design I 5MFO) - 3"± (SEE MANUFACTURER'S 5PECIFIGATION5) DUCT SPACER ® JOINTS 4 7'± 5PAGING - J - - - -- - I" MINIMUM GLEARANGE EACH 51DE Hhere trench -to -gutter distance is I' or Ies5, grind to minimum 4" AG depth from 12" outside of trench to gutter. 51 NO LE CONDUIT - TRENCH DETA I L REFER TO PLANS FOR LOCATION 12" .-. 6" 12" EX A.G. - NEW A.G.- _ .4 14"f 2" CONDUIT (24 SMFO) #10 STRANDED COPPER TRACE HIRE (GREEN) - f 3"± (SEE MANUFACTURER'S 5PEGIFIGATION5) VUC, I 5Y'RC�tK ® JV I N 15 17'± 5PAG I NO - ► - - - I" MINIMUM CLEARANCE EACH SIDE Slurry to surface of existing AG. Orind to 12" wide on both sides of trench to minimum 4" depth of A.G. MULTIPLE CONDO I T5 - TRENCH DETA I L REFER TO PLANS FOR LOCATION 12" .-. b" 12" NEW A.G. EX. BASE 2 SACK RED 5LURRY 2" CONDUIT (24 5MFO) / #10 STRANDED COPPER TRACE HIRE (GREEN) EX A.G. Design Design 411 - 3" CONDUIT (PULLROPE) -- 4" CONDUIT (PULLROPE) - - - - 3"± (5EE MANUFACTURER'S DUCT SPACER ® JOINTS SPECIFICATIONS) 8 7'± 5PAGIN6 - - - I" MINIMUM CLEARANCE EACH SIDE Slurry to surface of existing AG. Grind to 12" wide on both sides of trench to minimum 4" depth of A.G. MULTIPLE CONDO I T5 - TRENCH DETA I L REFER TO PLANS FOR LOCATION NEW A.G. — �. / EX A.G. NEW A.G. - EX A.G. i Design Q d d° Design 14-1 Design / Design 2" 24" 3" CONDUIT (PULLROPE) _- - 4" CONDUIT (PULLROPE) J `� �- - - - 4" CONDUIT (PULLROPE) - i EX. BASE , - - - - EX. BASE \ - - 3"± (SEE MANUFACTURER'S % \ 3"± (SEE MANUFACTURER'S 2 SACK RED SLURRY / SPEC I F I CAT I ONS) 2 SACK RED SLURRY ' j / SPEC I F I CAT I ONS) DUCT SPACER ® JOINT5 DUCT SPACER ® JOINTS 2" CONDUIT (24 SMFO)� t 7'± 5PAGING 2" CONDUIT (24 5MFO) 7'± 5PAGINO #10 STRANDED COPPER - -- - - - I" MINIMUM CLEARANCE EACH 51DE #10 STRANDED COPPER — -- - -- I" MINIMUM CLEARANCE EACH SIDE TRACE HIRE (GREEN) TRAGE HIRE (GREEN) Where trench -to -gutter distance is 1' or less, grind to minimum 4" AG depth from 12" outside of trench to gutter. MULTIPLE CONDU I T5 - TRENCH DETA I L REFER TO PLANS FOR L.OGATION Where trench -to -gutter distance i5 I' or less, grind to minimum 4" AG depth from 12" outside of trench to gutter. MULTIPLE CONDO I T5 - TRENCH DETA I L REFER 10 PLANS FOR LOGAJ ION AD[7)171\/E AL7ERNA7F. TfRENGH DE7AIL AS DIRECTED BY THE TRAFFIC, ENGINEER No. REVISION CITY OF RANCHO CUCAMCINGA TRIC SIGNAL INTERCONNECT PLAN 5ASE LINE ROAD FROM ALTA CUESTA TO ETI KANDA AVENUE TRENGH I NO DETAILS ar4�Rl'vLL) r3, CITY ENGINEER R.C.E. N0. 24953 MORRIS-REPSE �tCU1�MENU't(j BB A SUES; .. DIAR) Or VvESTRIAN J �� cY � (D y -SANTA 3 DRAWN 400 N. TUSTIN AVENUE SUITE 230 ANA. CA. 92705-3736 SHEET BB TEL �_74 973 973-22,30 -2263 15 OF Ib C CHECKED � DRAWING /87 SEE NOTE 3 I 36 11 0 - SEE NOTE 4 SEE NOTE 4 Z, � � t SEE NOTE 2 I 9, L HOLE -- - --- s SEE NOTE 3 DRAIN HOLE B I N5TALLATI ON DETAIL N15 5EGTION A -A NTS DRAIN ROCK U I SEE NOTE 2 23" G DRAIN ROCK SEGTION B -B NT5 `- 12" EXTENSION TABLE ITEM DE5GR1 PT ION OI 45 DEGREE P\/G ELBOW (2" G. = 24" RADIUS; 3" G. = 36" RADIUS; 4" G. = 48" RADIUS) OCONDUIT BELL END (TYPICAL) O3 NO. 6 PULL BOX WITH EXTENSION WITH EXCEPTIONS AS DRAWN O4 GROUTED FLOOR OVER GLEAN CRUSHED ROCK SUMP COMMUNICATION GABLE AS REQUIRED O6 KNOCK OUT 8"x12". GROUT AND FIN15H OPENINGS AFTER CONDUIT 15 INSTALLED. O 5GHEDULE 40 PVC, CONDUIT (SEE PLANS FOR SIZE AND QUANTITY) NOTES: I. TITLE INTEGRATED IN THE LID USE "RG FIBER". 2. CONDUIT FROM THE TYPICAL BORE OR TRENCH SECTION SHOULD NOT DEFLECT BY MORE THAN I FOOT PER 10 FEET FROM THE ALIGNMENT PREGEDING OR FOLLOWING THE PULL BOX. 3. SEE PLAN SHEETS FOR NUMBER AND SIZE OF CONDUIT. IF MORE THAN 3 CONDUITS ARE REQUIRED IN THE SAME KNOCKOUT, KNOCKOUT SHALL BE WIDENED TO 0.5" MORE THAN THE COMBINED CONDUIT WIDTH. 4. BOTTOM OF CONDUIT SHALL BE ALIGNED TO EXIT TOP OF PULL BOX TO FACILITATE GABLE PULLING. 5. NUMBERS IN CIRCLES REFER TO ITEMS IN THE TABLE. 6. IF EXISTING GONDUIT IS USED, THE CONTRACTOR SHALL MODIFY GONDUIT 5WEEP5 (IF NEEDED) AS SHOWN. IF NEW CONDUIT 15 USED, THE CONTRACTOR SHALL INSTALL SCHEDULE 40 PVC, CONDUIT WITH SHEEP A5 SHOWN. -T. PULL BOX HEIGHT ABOVE FINISHED GRADE SHALL PERMIT I" OF SURFACE LAND5GAPIN6, IF APPLICABLE, TO MATCH EX15TINO CONDITIONS. 8. ALL METALLIC CONDUIT SHALL HAVE GROUND BUSHINGS. ALL PVG GONDUIT SHALL HAVE BELL ENDS. X:. "23', .3 ,