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HomeMy WebLinkAbout1500-S GENERAL NOTES GENERAL NOTES (CONT.), 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • THE SPECIAL PROVISIONS. CASE 1 "P" CAB. 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI EXCEPT AS SHOWN. o OF DOUBLE YELLOW UNE SECTION ( � OR MEDIAN CURB FACE CATIONS TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM �- PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS • ° ------- ------- ----- (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER "P" CAB. S t LEFT TURN LANE 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 0 5 10 WORKS CONSTRUCTION, 1994 EDITION. IN ADVANCE OF NEED. SEE CITY STANDARD PLAN 407. o V_)J-U-) 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDEUNE ONLY. IT SHALL PLAN SECTION o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTIUTY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED t. 8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. w COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB— ZSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTIUTY COMPANIES PHONE NUMBERS 2, THRU LANE '� SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE 0000— J UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10' cC v ARE NOT SHOWN ON THESE PLANS. (CONTACT ARMONDO GONZALES) 909 357-6221 CjD° * SOUTHERN CALIFORNIA GAS CO. 800 422-4133 CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. 800 422-4133 "P". * TO FINAL PLACEMENT. PERFORM PREUMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133 SECTION CAB _ 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT 714 987-2591 ° SE THRU LANE -`° w UNDERGROUNDWATERAND SERVICEEALERT (800) 422-4133 Z "P" CAB. SIDEWALK 10, is � — * g PLAN SECTION _' 0 4" LANE LINE OR 8" ;,� _j O TURNING LANE LINE 3 w I URB EXIST. C do G THRU OR RIGHT 10' 0 E.C.R. `V TURN LANE CO * 0 w CASE 3 2' iv S T 3�� "P" CAB. SECTION "P"' w O » 1f 1) T4 SIDEWALK � CAB It � ,5 �-Q T 16)/2 :h 77 8 U C- 6 LC TOP OF CURB FACE - 1040 VA� RIES Q o 'O I� O :v PLAN SECTION U m TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT _ POLE LOCATION CODE 1.,I-.-,S-.N.-S. LEGEND DETAI L PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) - - TO ADVANCE DETECTORS PLANS FOR THE MODIFICATION OF TRAFFIC SIGNALS AND SAFETY LIGHTING N66 HALF BLOCK AT 12 PAIR ,/2" C. THROUGH NEMA ENCLOSURE CABINET WALL SPRUCE AVE . AND TOWN CENTER DR . o AND AT TERMINAL CABINET PHONE CO. FOOTHILL BLVD . AND ELM ST. PULLBOX QRfl��A' I I I t7e�1tT 0 4� I I I I w No. 14814 t-• ;,; r� Ey* �' °� hti 0 T,bN of CY&M-oll3� E6M Akr. No a�� I I I I VICINITY MAP SHEET INDEX s ��oNS. L-----------i -------------------� Jj 0 j Vt1. ��` u►t,�c� No. REVISION APPR. DATE 2" C. w/PULLROPE OaF To PULLBOX BASE LINE RD ,. Title Sheet CITY OF RANCHO CUCAMONGA W !pFESS/ TOWN C > W2. Traffic Signal Plan/Spruce and Town Center �o o s. PR�Nl Underground Service Alert T Q > p Q 3. Striping Plan/Spruce and EAST EL+ Avf. V? 3�� o Y 0 No. ,6828 � Call: TOLL FREE TRAFFIC SIGNAL MODIFICATION of EXP. 6/30/97 1-800 INSTALL SURFACE MOUNT WEATHERPROOF NEMA ENCLOSURE ON PROJECT 44 0 ��- % 422-4133 SPRUCE AVE. AND TOWN CENTER DR SIDE OF THE CONTROLLER CABINET FOR INTERCONNECT ACCESS. W LOCATION " �� l ENCLOSURE DIMENSIONS SHALL BE 12" X 12" X 6" WITH 3/4" a D > OF OAT.\F Two woMCM DAYS 917W YW M PLYWOOD BACKBOARD. ENCLOSURE FINISH TO MATCH CONTROLLER z �� GENERAL INFORMATION AND DETAILS CABINET. NEMA ENCLOSURE SHALL BE ALUMINUM WITH HINGED W Q W DOOR AND LATCH. U Y Q 91089071 APPRUVED BY DATE ' J J O� w a CITY ENGINEER - R.C.E. N0. W C/) P JESTON PRNGU & 9SOMTES DESIGN RECOMMENDED FOOTHILL BLVD (SR 6 6 A TRAFFIC AND TRANSPORTATION ENGINEERING M cELH A TTAN INTERCONNECT TERMINATION DETAIL 680 LANGSDORF DR. SUITE 222 FULLERTON, CA. 92681 (714) 871-2931 DRAWN SHEET _ RLM 1 of 3 CHECKED DRAWING NO. ESTON S. wi7cff JR. RCE 16828 DATE /5OO—IS CONDUCTOR RUNS TABLE R AWG CIRCUIT 1 2 3 4 5I De 6 Y R POLE SCHEDULE OODDO 3v..., _= e� .-.3 .___n: _v3 Y Y STANDARD LUMINAIRE I.I.S.N.S. SIGNAL MOUNTING PED PUSH BTN REMARKS 2 - 3 3 = - - s �- No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW TOWN CENTER DR . g5 - 3 - - - - 3 - Y G 15 30' - 15' 200 W - _ _ SV-2-TA P-1-C 6 �6 - 3 3 3 3 - 6 •A � (� A M —� ADD 08 HEAD, MODIFY MTG. +OL A - - 5 5 5 5 5 'q ' i ii 1_W_7 �, , 30' oma+ �^t°r~10800 AS-5A MAS ADD M.A., 018c06 MAS-5A HEAD �8 3 3 3 3 3 3 6 G O 4-4-8 30 ( 15 200 W SV-1-UM SP-1-CS7 E-- RELOCATE 6 MAS HEAD N) * R N R g2 PED - - 2 - I - - 4 r � 1 � � 1 I1 1 �7 PED - - 2 2 2 2 2 - � _ j � �� � 15 � _ � 200 W _ _ _ SV-2-TA SP-1-CS 7 RELOCATEPPB k PLUG HOLES MAS 5A " O 30 15 —'J• USE RELOCATED �2 HEAD (R (R) N R R N12' HEAD. # 96 PED - 2 2 2 2 - 4 I II g8 PED 2 2 - - - - 4 Y G= 02 X16 n i i i l i O 4-4-80 � N' 1N' 20R W Spruce( AVE MAS - SV N-T SP_NCS �- �� �� � - � v/ , � � �� � D N 30 ( ) ( ) ( ) ( ) LT(N) ( ) ( ) 2(N) N USE RELOCATED OL HEAD 14 PPB - - 2 1 _ 2 DETAIL A YA,GA= 01 ,05 <� 1 �' �� :�. 1-A - - _ _ _ _ O R 10 TN-1 P-�-C 2 (N) N� ADD PPB, 08 PED HEAD, 07 HEAD g6 PPB 1 1 1 1 1 1 2 PROTECTED PERMISSIVE SIGNAL DISPLAYS _ �8 PPB - 1 _ _ _ _ 2 ALL INDICATIONS SHALL BE 12 INCH Town center sq AS-5A ADD 1 F 4-4-8 30' 35' 15' 200 W MAS SV-(M1-UMSP-(1-CS 8 �- REDIRECT PED HEA F R �j2 ' o ■ N (N) M SALVAGE FORSALVAGE MER HEAD 5 HEADS a i 3 ' 15 30' — 15' 200 W - _ _ SV-2-TA Sp-j- 8 INSTALL 028c¢5 5 SECT. 12" HEAD. 14-1 — , AW 1 1/2" C/1-DLC N x ; �; 4-4-80 35 15 200 W Spruce 7800 MAS SV-1-UM SP-1-CS PPB COMMON 1 1 1 1 1 1 3 F- �; H (N) 30 N N N * R LT(N) - N R 6(R) �— SPARES 3 3 3 3 1 3 1 3 9 II L TOTALS 10 22 32 22 24 15 60 R 32' 1 321 �� 1. ALL EQUIPMENT IS EXISTING EXCEPT AS NOTED (N)= NEW, (R)= RELOCATE, (M)= MODIFY. - - - - - I 1 DETECTOR 2 2 _ 44 � � 44 2. * REINSTALL IISNS ON NEW MAST-ARM. 2 DETECTOR - - 2 - - - 2 Y I ; ;1 ; 3. ■ NEW IISNS FACES ONLY. POINT ARROWS EASTERLY. 5 DETECTOR - - 2 - - - 2 I I1 z ( SALVAGE EXIST. FACES. SEE IISNS DETAIL ON SHEET 1. C 6 DETECTOR - 2 - - - - 2 o ; 4. NEW SIGNAL HEADS SHALL HAVE 12 INCH LENSES. - ' w ' ' ** N 5 SECTION HEAD TO POLE AT UPPER ELBOW. DETECTOR 5 5 5 5 G ISI 5. ATTACH NEW DLC 8 DETECTOR - - - - 5 - 2 ; 1 i-W-7;1 G I I ; TOTAL CABLES - 4 9 5 5 5 15 # LUMINAIRE 2 2 2 1 2_ 2 2 07&9'5 OL 12_W-7, I' 1 SIGNAL COMMON 1 1 1 1 11 1 1 1 1 2 10 TOTAL 3 3 3 3 3 3 2 DETAIL "1371 lF- -1 i �� � MMORMW #12 I.I.S.N.S. 2 j 2 2 I 2 2 1 - - 1 A 1 -1 ' I� 0 1 2 1 2 3 -T- 6 —� 1 � c6 3 inches on ori incl drawin OPTICOM CABLE - - j 1 j 1 j - - 2 '� 11 1 6 TYPE 15 g , g CONDUIT SIZE 2" 2 12 3" 3'' 2 1 " 6 ' 1 " I ��%2 2/2 2-3 ; _ SCALE: 1 =20 (E) (E) (E) (N) (E) (E) (E) © �8 - - - -=L== - - 1 .REWIRE INTERSECTION -___ . 2. (E)= EXIST. CONDUIT, (N)= EXIST. CONDUIT gP 08 DETAIL lj 06 �; j� 6 G 1 1/2" C/1-DLC SPRUCE AVE . WATER „ 2&05; v - _ R34 R 106 DETAIL "A" - - _ 01 6 STORMDRAIN TO O II i i I, J � - - H `` \(O(MOUNT 5' INSTALL R73-7 ---------------------------------�----------------------------------------------- - ON END OF ARM _ ------------------------------------------------------------------�------------ - 11 FROM END) '� I4 J I `� WATER SEWER vi --r —1 N I 1 INSTALL R73-7 X12&05 RS { til' L -� \ ---_- LL N L ON END OF ARM MAS-5A - 2,31 T ---------------------------------------------------------------- ------------- -----;� I1 5 ( FROM TEND � wAC O R61 ) _ K N L N L RS ® R34 �� I N L �— \ -- 11 01 &06 ;; I - J (o _______ _________ _____ _____ _____ ---------- _ ________ _1_ in 2 C/4#12 1. DETAIL "A" 025 r7}--�2� t f-� �618c�6 -�?LN �- I N r � r -1 231 TO 4#10 L TYPE 3 3 CC RS �; - ----------- U =_- se -7 ? L X-WALK " 3 " r, 5 26 �, , RS PEC �,, ------ _ J CC 1 ' 'I �� CB GTE — CD v ,� C 02 8 - P V- _ _ j�7 6 iL' zo - - — 07& DETAIL 1 1/2" C/1-DLC SCE SERVICE POINT / © 7P 05 OL g 7 07& 8 MULTI BS ENC. S5404734 2 4 8P O 2"C/2#8 INSTA - T A SERVICE/4#12 9 1 NOTES REPLACE D R34 E 4#10 P.B./#6 F 2,#6 DECORATIVE STAMPED 1 EXIST. TYPE 90 CONTROLLER ASSEMBLY. MODIFY CONTROLLER7` CONC. ENTRANCE OPERATION TO CONFORM TO THE PHASE DIAGRAM. SEE SPECIAL PROVISIONS. e'�8 62��8 PAVEMENT REPLACE CONTROLLER PER SPECIAL PROVISIONS. TRAFFIC SIGNAL CONSTRUCTION SALVAGE EXIST. TYPE III-BF SERVICE AND INSTALL NEW SERVICE PER AND MAINTENANCE EASEMENT ALL LOOPS CITY STD. PLAN 407 ON NEW FOUNDATION WITH 50A SIGNAL, 2-30A LIGHTING 79' 4 THIS LEG AND 15A IISNS BREAKERS. SPLIT LIGHTING CIRCUITS 1= POLES A, B, C, & D 2= POLES F, G, & H. SET FOUNDATION TO CLEAR PROPOSED SIDEWALK. 79, 3 RELOCATE POLE TO LOCATION O . REMOVE FOUNDATION COMPLETELY. 7o. PHASE SEQUENCE DIAGRAM 4�-- INSTALL PREFORMED LOOP DETECTORS. USE DETECTOR SYSTEMS IDETECTOR SCHEDULE FULLY ENCLOSED SCHEDULE 40 PVC SYSTEM OR APPROVED EQUAL. OLA E_ OLA F_ _� THE ENGINEER SHALL SPECIFY LENGTH OF LEAD IN CABLE REQUIRED SENSOR HANNE DETECTOR TO REACH CONTROLLER. _ 1 1 2-S-5 I � I 5 REMOVE AND SALVAGE TYPE 26 POLE. REMOVE FOUNDATION I 2 2-S-2 R COMPLETELY. RELOCATE HEADS AS SHOWN. 1 2-W-7 2 2 5-w-7 1 +5 1 +6 2+5 2+6 7 8 6�— RELOCATE POLE TO LOCATION © . REMOVE FOUNDATION COMPLETELY. 1 1-W-7 NO. DESCRIPTION OF REVISION DATE CITY 3 2 3-w-7 PROTECTED LEFT TURNS PERMISSIVE SPLIT PHASES APPROVED 7 MASAM OPS CO NG (PHAASSELAS2SHOWN)AL DETECTOR ON TOP OF 4 LEFT TURNS- MAS URNS CITY OF RANCHO C U C A M O N G A 1 1-S-2 2 1-N-6 g�— INSTALL 2" CONDUIT FROM CONTROLLER CABINET NEMA ENCLOSURE1 2-N-6 TRAFFIC SIGNAL MODIFICATION PLAN TO WITHIN 5' OF GTE MANHOLE #1330C FOR TELEPHONE I.C. 5 2 2-N-1 9 INSTALL SURFACE MOUNT WEATHERPROOF NEMA ENCLOSURE ON SIDE 6 2 2-E-8 TOWN CENTER DRIVE OF CONTROLLER CABINET FOR INTERCONNECT ACCESS PER DETAIL ON SHT. 1. 7 1 1-N-1 AND 10 THE ENGINEER SHAD- VERIFY POLE LOCATIONS PRIOR TO INSTALLATION. / 2 1-S-5 POLES OD AND O HAVE SPECIAL SET BACKS. 1 4-W-7 SPRUCE AVENUE 8 2 SPARE _ 940411S APPROVED BY: DATE: IC2151 �L 1 1&6 OPTICOM ( CITY ENGINEE R.C.E. No. 24953 9 2 2&5 OPTICOM 1 17 OP 0�QRpFESS/ON DESIGN RECOMMENDED 10IPA TRUFT ENGINEERING, INC.2 8 OPTICOM Underground Service Alert ���00� 5 FR/H�(�<(�`y �� P TRAI''1''IC AND TRAN�PORTATTON ENGII�IEERIIdG RLM NOTE: CONFORM CONTROLLER INPUT 9 OREY� " 3yz -A NUMBER TO LOOP RACK POSITION SPECIAL PROVISIONS FOR THIS Call: TOLL FREE w No. 16828 m 680 LANCSD(a4F DR. 57117F 222 FU[1ERroN, CA. 926J> (714) B71 293> DRAWN SHEET NOTE: WORK ARE ON FILE IN THE OFFICE 1-800 s EXP. 6/30/97 � RLM 2 OF-3— OF f 3OF THE CITY ENGINEER. ►+ 422-4133 sr civic ��� / CHECKED DRAWING No. 1 F OF CAR.C.E. No. TWO WO"C DAYS BEFORE You DIG NES S PR/N RGA 16828 OA 7F DATE FILE No. 1500-S CHURCH STREET FOOTHILL BLVD 1 I , � I I i 1 I I 15' 112. ! 1 I I I I I 1 I 1 1 I , 1 , , 1 I i FUTURE I 1 I I I I 4 14 W31 6c * 11 W41 11 W31 A 12• 15' TYPE \A 6 6 TYPE VI * � 1 ANF. "Aon �• — — g �c — — (300 FT) �� ✓S� :- EXIST. R1 11 R26B 14 00 z Poe 100' pie — 150' _ 5 * 5 3 �c 8 350' TO CROSSWALK �T 50 10 — — — 8 DET. 22 2 16 5 i -IleZ o 100' POCKET 6 �� 2� 13 moo' 4 2 2 5 / STOP" 6 - 2 3 0 — — — -2- 70' POCKET - 2 6 - - / - - - -- - 50' OPEN �— 7--5-'---P O-C K-E T t 6 2 2 EA. _ 1 -- - --- ---__= g ---- 7 ----------- 2 10 loo' D T. 9 8 0 _ n _ " 1 0 OC 60' N ' TAPER ---------------77T--­==--------- z 50, - 4--- 200' - TYp IVE — * — g - - 50' -� z STOP 3 E . n TYPE 1 6 2 100 * 3 2 - 2 I 350 TO CROSSWALK o D/2 5 r 5 TYPE N 14 l F8 DET. 22 15 80 L.F. =� 1 E IV 6 Q�E w-n 6 )K 11 4 * 9o' TRANS. TYPE I 6 14 12 200 �� 6 6 TYPE IV t2", t5' © ►y/1yl X41 - TYPE 1 R18-2.1 �111 3 1 GoiAN Nom ,rte 350 TO X WALK � �KREMOVE R1 , 1 /� W41 ,PE�tac� W-/7 ZZn� 2 R 41 11 t 4 ' t 2 p 11 I, w5�u p o�rr� I 11 11 W74 � /c//TN l-V 4/ � I? og. ' EAST �E ELM AVENUE i 11 R1 1 /3 o C ^ o " ✓Mzr . 1 1 l- EPGAGoE 5T P Aa 2 e � 1 � R p'ems go' TRANS. 1 It 1 1 4 1 � NO R.P.M'S �1 1 1 1 I 1 I FOOTHILL BLVD 255 00'11 2 ' FROM X-WALK TOWN CENTER DRIVE I I u I ° u I I n I I I TYPE VII(L) 6 �� I N. I I II I I II 90' TRANS. 75' TRANS. I it I ----------- EXIST. R26(S) ( ) EXIST. R26(S) EXIST. R26(S) - --------------- PROTECT PROTECT Z PROTECT 1 1 ----- — I 2 ` -_--- ---- / 1 6 TYPE IV �4 r' --- i ; 6 TYPE VII(L) j 1 1 ------------------------------------ - --- I I --- --- --- --- --- -W-j- ' - - - TYPE-IV --- --- -- --- ------------------- ; I �qN 8 2 r- ' --- ' --- _ I � � 1 � - ----------------------------- 3 / ' C7 : 40' P CKET "+ °° 1 ,— — — _ -- — ______________ - ------ ------- X120' POC _ 2 -------------------------------� KE - - / ��/r / Q>�)F E SS�pN --- --- 3 -- I 13 _ /i' ' o q 1 --------------- ------ --- --- --- --- --- --- --- --- -- I 1 I cam_ 1 in 2 �� in in 7 2 �� i ' i i ----- I 3 7 I , I i -n ' 6 TYPE !Y- H , S 2 - _ mac . W 2 -----------------� 2 .moi, oc No CO c� 1 EXIST. R26(S) EXIST. R26(S) EXIST. R26(S) 8 DET.�22 _ � Q 48401 � PROTECT IN PLACE PROTECT IN PLACE EXP. 06-30-?000 PROTECT IN PLACE 2 EXIST. R26S E IV� - `► � i `�" i F Of CAl1E0Q� 6 Q SPRUCE AVE. n'f' _ z � .�, - 6 TYPE VIII _ /8 yIke _�. .� 19, KERAGE 'SToP'PQ✓ ff-fl4GE W/7 / /C�A�' ly/TN w / 1 6 TYPE IV ivWWIV65 {s/Tf .A ¢ 79, W171 55 8 R61-32 5 &� w 11 50' TO X-WALK R1 (48 ) 11 r a y 3 60 / 40 P`I / / I REV. STRIF;NC, FOR NEW DRIVE ENTRANCE ON �7 U UP 96-2) t C T 7 P/NCS / 7 '7,7777 777. 7. NOTES / / , P� /NTE.PT%N �a✓Z/�77�/g5 ' '��c,E ss.q ey b syp 1 ASI 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE STATE STANDARD Ra'� EX�Sr -/ 5/ ,auo �cvA DESCRIPTION OF REVISION DATE CITY PLANS AND SPECIFICATIONS DATED JULY 1992. �� THE Giry. APPROVED 2 SANDBLAST REMOVE EXISTING CONFLICTING STRIPING , , CITY OF RANCHO CUCAMONGA T DIPAINT 8" WHITE PER R.C. STD. 133. A�POGAUIrNG /NTEeS�cTroN� q� a�evcF ,o✓�. 4�-- PAINT 4" ITE 10d SOLID LINE WITH TYPE G RPM'S AT 25' O.C. PER R.C. STD. 133. u'urc�/ STSG / ac �� 4v,- STRIPING PLAN WH off-- Sr Ag �REGT� BrG/" � 0 2 1 2 3 SPRUCE AVENUE INSTALL 12" WHITE CROSSWALK OR LIMIT LINE A5 �+,cT o` TMFP/G 5/avq6 /r�TAccAr�orv. INSTALL PAVEMENT MARKINGS AS SHOWN. 3 inches on original drawing AND 7�-- PAINT 12" WHITE DIAGONAL LINES OR CHEVRONS AT 20' O.C. EAST ELM AVENUE 8�- INSTALL DOUBLE YELLOW PER R.C. STD. 133. SCALE: 1 "=40' �— INSTALL 4" WHITE LANELINE PER R.C. STD. 133. FROM FOOTHILL BLVD. TO CHURCH STREET 10 INSTALL TWO-WAY LEFT TURN LANE PER R.C. STD. 133. 94041153 APPROVED BY . : /O-5 DATE, 11 INSTALL SIGN AS SHOWN. W a CITY ENGINEE ez�e',,t R.C.E. No. 24953 12 PAINT 8 WHITE LANE DROP PER DETAIL 378 (NO R.P.M S REQUIRED). Q�OS FESS/oti P R P j;k WPA TRHFIC ENGINEERING, DESIGN v RECOMMENDED INC. 1 9< 13 INSTALL LINE EXTENSIONS PER DETAIL 40A. ���o� ��� F F sroP A TRAMC AND TRANSPORTATION ENGINEERING SOMMERS 14 INSTALL TEMP. BARRICADE PER STD. PLAN 131 A WITH SIGNS AS SHOWN. 3 No. 16828 A m 680 uac oa4FOR sur>£222 fvccERl�n; CA. 92631 (714) 871-2931 DRAWN SH,EL! 15 PAINT CURB RED, LENGTH AS SHOWN. 6� EXP. 6/30/97 RLM 3 of 3 * TO BE INSTALLED AS PART OF FOOTHILL do ELM TRAFFIC SIGNAL. �'r IV CHECKED DRAWING No. a F 0 R.C.E. No 16 ,CEPA/� AGL J,b�t/l, M,4,e1r/n/G. AND GEG��vvS ON ��' At/E �Tw�V aF c a�`F � �CNL/RC1! �1T. FWT.`//u- ,[3[-VO ,95 O/R�GT.�a � G/ ,eit.4'�iVF..�.�. fl£s' SPR/N ,A? RC.� 16828 0.1 DATE FILE No. /500 -S Y TY