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HomeMy WebLinkAbout1444-S SPECIFICATIONS NO. 1179 SHEET N0. C = 75A GENERAL NOTES 3' �� 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, 1988, AS SHOWN ON THE PLANS AND IN TRAVELLED PORTION OF THE LANE, EXCEPT AS SHOWN. CASE 1 THE SPECIAL PROVISIONS.N S. 7. VEHICLE INDICATIONS SHALL BE 12". PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL • "P" CAB. to 2. TRAFFIC SIGNS STRIPES MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI- EXCEPT AS SHOWN. SECTION � OF DOUBLE YELLOW LINE CATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM �1 OR MEDIAN CURB FACE 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 1200 WATTS OR PORTION THEREOF COORDINATE SERVICE DETAILS AND SCHEDULING WELL "P" CAB. -) SIDEWALK _�� �� LEFT T ANE N 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC )• ' ' 1_ 30' 15' WORKS CONSTRUCTION, 1988 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 5'X6' 5'X6' 5'X6' 10' C:- SIDEWALK to o = 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 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- 2' THRU LANE J STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE J UTILITIES AND SUBSTRUCTURES SHOWN BUT OTHER UTILITIES OR SUBSTRUCTURES THAT a � SOUTHERN CALIFORNIA EDISON CO. 10' N 0 ARE NOT SHOWN ON THESE PLANS. (CONTACT MIKE BEARD) 714) 947-8227 D `D SOUTHERN CALIFORNIA GAS CO. 800 422-4133 CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT UNE LOCATIONS PRIOR GENERAL TELEPHONE CO. 800 422-4133 "P" _ * TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR SECTION CAB. 4" PACTEL 800 422-4133 LANE LINE - ;.� LAYOUT. CUCAMONGA COOUNTY WATER DISTRICT 714 987-2591 >< JL• _ (WATER AND SEWER) SI EWA�K •• �� THRU LANE N w UNDERGROUND SERVICE ALERT (800) 422-4133 "P" CAB. o Z SIDEWALK 10' _c .- PLAN SECTION cD o N 4" LANE LINE OR 8 O CURB TURNING LANE LINE 3 w V I EXIST. C & G THRU OR RIGHT 10' o E.C.R. C14 TURN LANE `D " " CASE 3 W 3" P CAB. " " _ cn N O » ST » » SECTION C B coll 1612 8 UC- 6 C SIDEWALK 1' � » Z TOP OF CURB FACE > " " IF`✓ARIES --I �. o O 040 ,.v O PLAN SECTION U m TYPEP CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I. F " S.NfS. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) - TO ADVANCE DETECTORS PEU ill TO 120 VSERVICE PLANS FOR THE CONSTRUCTION OF (2 #12) SAFETY LIGHTING TO I.I.S.N.S. 2 12TRAFFIC SIGNALS AND TEST SWITCH &f TYPE "A" SIGN AT CONTRACTOR ARROW ROUTE AND ETIWANDA AVENUE TYPE III PHOTOELECTRIC 6" MIN. CLEARANCE CONTROL WIRING DIAGRAM MESSAGE — - O O 125 AMP METER O SAFETY SOCKET P.E.U. 6'-0" FOR 6' SIGN SOCKET 8'_0 FOR 8 SIGN SPECIAL FLANGE 4'-0" FOR 6' SIG 21" 6'-0" FOR 8' SIGN TEST BLOCKS I REMOVE—NO f CONNECTION REMOVE I CdNNECT TYPE "A" SIGN1Q T11AS SHEET 110Z)EAD ICONNECT I I Elf 2_/j AA!,✓O r---J No. DESCRIPTION OF REVISION DATE APPROVED i ------ CONDULET ---- ---- ---- �--- ----------- CITY OF RANCHO C U C A M ON G A REMOVE—NO CONNECTION 30 AMP TRAFFIC SIGNAL 50 AMP. ' GENERAL NOTES AND DETAILS •A N r9 UNMETERED ROADWAY SURFACE Em— I,d SERV' 15 AM I,d EQUIP. T -/ GROUND GROUND ARROW ROUTE@ TO I.I.S.N.S. TO TRAFFIC TO ETIWANDA AVENUE PHOTO ELECT. SIGNAL CONTROLLER LUMINAIRES � o CONTROL APPROVED BY: DATE: - v "�� • p' 40 In CITY ENGINEE R.C.E.NO. E�3T N SERVICE WIRING I.I.S.N.S. MAST ARM DETAIL _ �obet't cBetn,� lath�1ost 0, ssoctates — - s ��€ � � DESIGN RECOMMENDED i - - Fierman cr r Kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS 5 101 lV37 DRAWN SHEET WM J]rora10•Pa NX SM•RMIL CAUFORW 92713-47M li( OCP. 9-30-95 >� REEWED !� MAI (774) 855-5790-FAX(T 4)eJ7-0007 Q► C—7 5A n BY: n _ �'L( •�-�--- DATE: ��/L�!/ 'k of cI���, CHECKED R.C.E.NO. DRAWING NO. -_ r_ B-34650A s HERMAN KIMM L, P. E. HILBERT WILLIAM DICKSON R.C.E. 19417 yLC' DATE FILE NO. ,. !)WG.NO. S StIEET /8 OF -/ q,3 SPECIFICATIONS NO. 1179 SHEET N0. C - 75 O O 48' 36" O . /-N-04 O�I/�x%rCTOR � :HE�wL IZ " ,UET�4 "A (x10 PhA SoE A0/,4 6RA Ah Q WG C/RCU/T , 0/ 3 3 1 3 6 READ /2" ` GROUP A GROUP 6 3 - 3 W A 08 (fY/T 03) - - 3 6 YELLOW _ 04 �• _ _ ° v _r; Y _kJ �4 3 3 3 6 /2 LI 0 ►� J ' \ —� 1 05 GREEN r (� � N Ry � • f-----� � t W v 11 i 06 3 3 04 (FUT 07) 3 3 - 3 YELLOW /!�"c, /-OLc VAR. VA . /2f 1 r 6' 08 - - - 3 0 10 20 40 1 3 ( I 1 1 N f-----� 05 i L J 2 2 2 SCALE 1 "=20' ,)ETA "A" I I 1 I PP*' 1856570E 0410 2 2 2 4 GREEN �� I EX/ST/NG TYPE "E" SERV/CE Fal \ 46 P - - 2 2 2"C. 5-DLC ' I �p I 1 ? �? EX/ST/NG 2`C 4e 4 #8 SERVICE � • FUTURE i Y \ /4 me P - 2 - 4 �' I I I !4j 3 05 �`' 07 08 I ' EX/ST/NG /Y�"C. m2 PPB / i cU I I INSTALL 3-NEW DLC • NOTE z I Q14 PPB 2 06 PPB - - / / fn I I 1 m8 PPS / #61ST. EX/ST/NG /"c. % 1 n INSTALL /-NEW DLC PPB COMMON / / / 2 I I I � / SPARES 3 3 3 6 #6 i r _1 � / 8 641SOR SCIIEWL 05 Rt. Turn Arrow 2 2 2 4 I , i R SENSOR UN/T CHs!NNEL LL�'TECTOR W (FUT P33) Y �_ y O W I Loll / /_W_02 O4P,, 4 I I 1 I v _ , II LJ �B6P 6 - - �2 / /-N-04 TOTAL 2/ 30 24 62 - E�� (F T m3) 3 �8 / , \ _ 2/ //SNS 2 2 2 4 06 - 5 \\ N •� A I S/GNAL COMMON / / / 2 j �T I�'� .4 6 LOOPS j yyIt, � 1x3 2 2-E�6 LUM/Ns!/RE 2 QRR I i I G \O G 2 2 2 I I 11 -- ) yy ,- �4 / 358 (FUT 03 TOTAL 4 �- G 3 3 3 G -� r -rr -� � N INSTALL R34 SIG 6 1 1 1 1 / 285TO 1 \ 2 25-08 119s] i �1 N �` (D/ 2 f— r — -J L l9CR L_J 4-N-04 (FUT 07 m2 2 2 - 2 �D r- r 06 r r- f--� - �0 S e7 z 2 2-N m4 0e (FUT 03) - 2 - 2 2-W�5 1 7HW-05 -- --- L_J L_ L_J S 3 S _ _J S _J L_J � m/ I I / I-W 5 _ _ AB 6 LOOP m4 3 3 _ ! x Z00,0 r , 285' TO r , --1 ~ ' 6 0 m2 �s ROUTE 2 a- 0a Cable ms 2 2 - 2 til �, ti I 1 I I � � L_ -J T (TYPE C) 46 - - 2 �0 Ate_ BCR \ T T - Q)T INSTALL R34 #7 04 (FUT 07) - - 2 2 i r- GN I G 08 S/GN (N) 2 2-W-05 E::171lF / I I 04 I / 8 / 5-N-04 (,x-&17- 07 FrOrAL 4 e 5 /7 0/ (FUT 07) O (Al) 2 4.5-08 (FUT 03 3 x 20 W/GRD EVP CABLE / 2 / 4 I I - `� i a / 3-41�04 CO/vZ)Uir SIZE A I/&- 2- rtw �9 _ (N) yy I I r_ / 9, � 2 NOT USED 3 CD4 I � 7' ■ INSTALL NEW CONDUCTORS r//,906/G//0T. — — — — � 1 I O ♦ AL L C0,41W17- EX/ST/NG EXCEPT RUN R� I r 1 1 L i I 3 R / �' s �4 J 1 1 1 0@ N, ■ ALL EQU/PMENT EX/ST/NG UNLESS NOTED \ I , /&-c, /DLC 4 O N NEW A CONDUCTORS FOR POLE 2 ( ) E 1 ` FUT C�7 1 O 3 I I I #6 © EX/ST/NG I" C O -_ -� L-J I INSTALL /-NEW OL C __ �- _ ___ I N FUTURE CURB J CB 1 Y SC LOOPS — �1 / M M � r -fl ' I ADETA/L A L— —L I I I O L J1 ■ A��, � PULE ��CHE�aIULE CSE IERA L I/OTES: Y Jl�1 FUTURE CURB ROLE DATA SIGNAL H.P.S.Y. 411 S/G VAL AfOeINT/NG PED PUSH BUTTON • POLE LOCATION 1/SNS MESSAGE Qm No TYPE HEIGHT MA MA WATTS VER MA PED f1ASE POLE QUAD E B C (SEE .AETA/L S//,r 75,4 / /A ,�, /0' - - - -/,(/ - SP/ 8 �,�, W¢s/ /' 4' FllsEE GENERAL NOTES A N,O LaETA/LS, Sh1EET 75 A . Q I I � _ 3 I //t-C, /-DLC M ) 2 26-4-8 30' ♦ 40' / 20q - MQhfAS(N - - - a S E/!Wanda (N) AVE Pa] EX/ST/NG CSC-T/ CONTROL L ER /N .4 TYPE P" C.4 B/NET. M0.011 Y CONTROLLER A.41.0 C.4 BIN6T FOR NEW 0/ A N.O 05. I r I PROV1.1.1E AL0/T/ON,4L Z,IETECTOR SENSOR UN/TS .4S R601-1/RED FOR THE /NTEN.UE'Z) 010ER,47_/0N. P190Ii/,G1E F/►iE (5 ) .4S-.8U/L7" I I 3 /A /O' - - 1,5101 2 North X/ST/N - I L J C.461NET PR/NTS WITH CABINET MOAU/F/C,4T/ONS. Q 4 84.4-70 30' 35' /5' 200 5v14- AlA5 S10-/-T 2 Nor/h z X/ST/N - A 5 /A /O" - - - lY/ - SP/-T 4 Eas/ X/ST/N 1-31 AT POLE LOCAT/ONS 02 ® , © , AN1 ® INSTALL E.V.P. SENSOR UN/T ON TOP OF ` �Y J� 6 26-4 30' ♦ 40 / 20Q,,, 5y-/y M���y SP/ 4 Eas/ 8 - 2rAl) .5' E/iwanda �N� ve SIGNAL HEAD (SEE SPEC/AL PROV/S/ONS FOR /NSTALLAT/ON L1ETA/L) . R r R 7 /5 .500 (N) 30' - / 20 ,y sv-2-7 - SR/ 6 - �' W 8 26 4�0 30' f 4O. /5' 200 '3V-1-7_ MAS SP-/-T 6 Sou/h X/ST/N PIR,EMOtIE AND SALVAGE COMPLETE. REMOVE FOUN,OAT/ON. VAR W 6' 6' /7' 9 I /A /O' _ - 6X/S7_141 - 0 ■ ALL EQU/PMENT EX/ST/NG UNL ESS NOTED- (Al) =NEW '1111111 ,566 LIETA 1L, SHEET 7 5 A a5 PROTECT EX/ST/NG LOOP ZEAL}/N SAWCUTS /N PLACE, EXCEPT WHERE NOTED TO Be .4BANL)ONE0. 1` v � EXACT LOCAT/ON BY ENG/NEER /N THE CONTRACTOR SHALL BE RESPO NS/,8L E FOR /NSTA L L/NG NEW L OOPS /F ,DA MAGE 0. p \ ♦ "F" D/STA NCE _/4' THE F/EL D. tizt, FNEW PEDESTR/AN /1Vl0/CAT/ONS SHALL .8E TYPE W' (SEE SPEC/AL PROV/S/ONS) . v 7 ALL WORD SHALL ,8E PERFORMED /N ACCOR,DA NCE WITf/ SPECIAL PROV/S/ONS ON FIZ E /N THE OFF/CE OF TIl E C/TY ENG/NEER, C/TY OF RA NCIIO COCA MONGA. Fe-IMO,D/fY EX/ST/NG SERV/CE AS REQUIRED TO PROV/,UE C/RCU/T .BREA,t'ERS AS SPEC/PIED /N NOTE 8, 75A. /1S-C,�B CITY OF RANCHO CUCAMONGA 50' 23' /3' /4' TRAFFIC SIGNAL MODIFICATION PLAN DESCRIPTION OF REVISION DATEARROW ROUTE APPROVED O //SNS W/SPEC/�4L M.4ST4RMS ETIWANDA AVENUE O h POLE LOC.4T/ON S/E CORNER UNDERGROUND STRUCTURES O APPROVED BY: DATE611 7f� O ET/W,4N.DA W/LIENEU TO 48' € �+ CITY ENGINEER QL/.t- - R.C.E.NO. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE _ ` Obert 'Beim �P7liein Frost 0 Associates �� RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LDCAT10N AND EXTENT, THE OWNER BY ACCEPTING ' DESIGN RECOMMENDED 0 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABIUTY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES O A.OID/T/ONAL DE76CT/ON �jerl- an C� OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBUC RECORDS EXAMINED: THE TRAFFIC ENGINEERING CONSULTANTS Klmmel end ASSOCtBteS � T l - CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN AND ANY OTHER UIIUTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S O REW/RE * EXP. 9-30-93 T * DRAWN SHEET RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 9601 .E"MV•PA 9M 19319.W*f CAFM4A tn3-nn DR O P11A5/NG (60 . dO /NCLU.D/NG Rt TUN RE EWED BY:R (714)965-5760-FAX(n4)9a7-9ro7 lJ FUTC-75 OVERLAP) p � h DATE: 0101 OF C^ CHECKED R.C.E.NO. DRAWING NO. HERMAN KIMMEL, P.E. HILBERT WILLIAM DICKSON R.C.E. 19417 HWD DATE FILE NO. 8-34650 0 AWP.&O. / �1 y-IY'S SHEET /9 OF � 3 SPECIFICATIONS NO. 1179 SHEET N0. C - 76 E TYPE L E 14/-8/ 3 3 E TYPE L ¢ ,P/6,21i �V Z DE TA/L 16 2 DETAIL 3 7 (300 L F) '(P1 �'(P /0 P2& \ 2 x'406 (200 LF) 3 CITY SrD Q� 0 2 DETAIL 9 y 3 /2" Wf1/TE /D R2lo 4 W7�(L T) Q �� Q RR/VATE 2 P 25' SPACING 4 R/B. 2 @A"*2& (� � /D 2l0 6FDET�t/L 2/ DWY. /o �P2lo R H, p l\ - - - - - - - G DETAIL 2/ ' Nto -- N — ----- ------ --- -- -- ---- -- — - - 200 ' --- --- - -- --- — -- �N --- --- — — — — — — — --- -- — — — — — — — G L16cT41L 9 15 ' TRAN5/T/ON OF ZIEWL 2/ 2 DETA/L 32 2 /24'50L/D WI.1/TE O2 OETA/L 29 Rh, AND DETAIL 9 D/AGONAL 4/NE to DETA/L 8 E W41 NOTES rNIS Speer: , FE EX/S T1NG TO REM,4/N /0 ALL IIVORK SHALL CONFORM TO LATEST C'ALTRKVS TRAFF/C iYIANUAL, TAN. /9468 X7,WN,04RD SPEC/F/Ct9T/DNS AND STANDARD PL ANS, AND THE SPEC/.4L PRO Y/S/ONS. ROUTE O PANT TRAFF/C STRIPING PER CAL TRHNS STANDARD PL�9NS A 20 1.9-C). O PA1NT TRAFF/C LEGEND OR ,!BROW PER CALTRANS STANDARD PLANS 424 j�9-D). , ARROWS SHALL BE TYPE _W. ® FURNISH AND INSTALL JACM( ) AND POST (TELSPARJ AS NOTED. 1ETIWANDAVE.A ,AV �� ,?,I- 48 36 /4 O RELOCATE EX/ST/NG SlaAO) AND POST AS NO TED. 49' © ..SANDBL,IST CONAL 1CT/NG srR/P/NG a R LEGEND- REMOVE CONAL/Cr/NC MAR/rERS. O SANDBLAST WITH/1V ZNTERSECT/DN DEF/NEO BY NEW C'R0SSf`V,4ZX. I ® AL L S TRIP/NC .SH,IL L INCL UDE RA/USED PAVEMENT MfIRAo�ERS PER C/TY OF .4ANCH0 j I 2 CUC,1W0AIGA S TANDARD ORA~/NG No. 407, EXCEPT ON EDGEL/NES. 2 DETA/L .326 DCT-41L _38 (200 L f 9 R/6 , Z 4''SOL/D w111�/ 0 L F E R08 S ® REl"IO VE 4ND .Y,4L VilGE 5/GN. /O TYPE "6"A0,et6e,5 Op INSTILL 616AI GLV SKEET L/G/1T 57AA104RD. 0 � 4 W 74(Lr) 2 DETA/L 9 2 B SOL/D SYN/TF $ BUS 6 9 R16 6 /Q �P2lo O/AGONAL I_1/1,E� R 28 S/O 2 DETA/L 22 E 63 DETAIL 2/ 2 G�TQ/L 32 `` •' �0 I r ZZ 74 Q {:•� i� �� ; /O z f I `, eta �yi� N i0 N 300' � 7'17 I 7 _ _ _ I _417Ly 7 _ — /R 120, c 50 'GAP N � � � �� � v --- --- --- — --- \ r — — — — — - SPECIFICATIONS NO. 1179 SHEET N0. C -77 ARROW ROUTE 4 R,8-Z. , ¢ 1 Z -7A/G 3g 57: LT. 5 GUS/ 5 R2� Ute/ 57-. e_ . 11�5/GrUr*L 200 3 r�iyEA o" 4 W-7¢ 2 qP 7 1 - -�— - 7 M7 — -- I / E �,x td 3 1FZ51A. R 26 �5oToX- WALK/0100.00 171P//I D4 SIV ,PEP,4/NT E R 26 DETA/L 29 7�t57. /O ARROJ41 ROUTE E R 26 8 6 'AHEAD" E R 26 �o 0&—/A/L 2/ . b S/GNAL" (o DETA/L NOTES TLS//S S#1EET QE EX/ST/NG TO Rel"IN O ALL WORAr SHHG L CONFORM TO L Aresr CAL Ti'1f.A1S rigAFF/C M•9/1/UfIL� JAN. /98Q ST�9�t/0�9�40 .SPEC/F/�'AT/Oil/S ANd .STf!/V0,9,?O PL�9NS� AND Tf/E SPEC/AL f'RO{�/S/ONS. ETIWANDA AVENUE O2 PwINr TRi94,,c-1C 5rR1R//VG PEi4 CAZTRf//✓S sTom,/ Ai40 "OZ,4 1/S fI2O /�9-CJ. 0 P,#/Nr rRwA cr/C L EGE/VD o T 4RRow PER CALTR�9iVS STA a4'g0 PLf/iVS A2� /f�-D�. ARRo IVs .5/Vi4L L BE TYPE 2z- OR -m- 146 ,511owic/. It 40' ® FdR111sw xwo INsrw L S/CNrS) �-%mo POST AS NOTEO. CALE O RELOC�9TE EX/ST//VG SlaAea) *" POST '4S /VOTED. © SANDBL�9ST CONFL/CT/NG STRAP/SVG OR LEGE/YD. RFA7,0Ye_ CO/VFL/CT/NG iI9yR�E.9S. O Si9NOgL.9ST CI�NFL/L'T/�/� .STiq/P//VG MATH/�{/ 1/VTERs'Ec'T/D/✓ DEF/NEO Br Weld IROS,5"e of R 265) 9 O Q ® ,f1L L S TR/P//VG .Sh�AL G JNCL UDE RfL/SED PAYEi1'!E/VT/YJ.9RA'E�QS PER C/TY OF R•9/✓CffO Q � �j� �1G CUCAirJONGA S'Ti9N0.9R0 OR�9f'i//A/� /Vo. X07, EXCEF�T ONED�E�/i1/ES. � � ACCESSO X O 1h�1 i4E�10 VE N/VD F f,1 V,4k;6 EX/ST/NG S/G/V/S) AND RO STS AS No TE D. N Q 9 TYPE L io t 6 ROAD b 3 Z �o PA/NT 4"BROKEN wf!/rr PER R.C.5TH /33 �0 4 OA/ p�� ,�6 w8/ (L r) 4 ,e2G b z 5.�P oJoI 2 OCr4le- 29 srz r. 15� Q ON ST. LT. 5 R26 4 /! PA/NT 8"X3 BROKEN O ,� i� W ON Sr LT. S R26 ON STLT. O t0 WN/TE PER CAL TRAN5 � � R �,�, Oe2&, DN sr. L r. D�T. 37B �. :d v< .I< �D ` FSA ti..... N-1 \ N so 4 - — -- - 23-- — — — �ll N T - \ 6 Df 541L 29 .PEPA/N R `y Z TYPE L .SN TA. Z8 t 20. 30 2 4" /D /$0L #172E E E R B �RT� E R26 E W 8/ Lp 4� J�t f� E E R26 BROKEN wm �PEPA/NT E TYPE L GENERAL NOTES REV/5E S.B smlp/ivG TO ADD hV.2 G4M,'r 7-/&-r6 SIGNING AND STRIPIN Q /2'PAAV7-ED MEO/A�VJ9 /4'A;7 TPN. LANE 6//Z/9/ cJn , I � PRI VA rE DR/VE 1. All details and dimensions for traffic signs and the installation thereof shall conform to the Caltrans Sipecifications, Traffic DESCRIPTION OF REVISION DATE APPROVED Manual. and Maintenance Manual. Z New and relocated signs shall be installed using green non-perforated Unistrut post and anchor sleeves except as noted. Sign posts CITY OF RANCHO CUCAMONGA shall be 2" x 2" and of sufficient length to extend from the top of the sign(s) to between 6 and 8 inches into the anchor sleeve and provide 7 feet of clearance between finished grade and the bottom of the sign(s). The anchor sleeve shall extend 1 to 2 inches above TRAFF/C' S/GN/NG STR/P/NG PL AN finished grade and shall be 2 1/4" x 2 1/4" by 30" long. Post shall be attached to the anchor sleeve utilizing Unistrut corner bolts REVIEWED BY: or two Unistrut drive rivets at right angles to each other. Attach signs to post using the drive rivets or other City approved techniques. e � /f i G/z 3. Painting procedures for striping and pavement markings shall conform to the Standard Specifications for Public Works Construction- HEV IAA N KIM MEL, -P. E. DATE ETI WA/VDA VENUE 1988 Edition with the 1989 and 1990 supplements and the following provisions: L Paint, pavement markings and all details and dimensions for traffic stripes and markings shall conform to Caltrans Standard Specifications, Traffic Manual and Maintenance Manual unless otherwise noted. Pavement legends shall conform to Ci of PREPARED UNDER THE SUPERVISION OF 8 City �pFESSIpHDATE APPROVED BY: DATE ' fr��cG� G-/L-9/ , / S; t! N Rancho C�camonga's maintenance stencils. 4S) WS q/F t c �GG�w _��'lo-e� \ 440 �c HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 CITY ENGINEER-" R.C.E.NQ b. Existing traffic stripes and markings that do not conform to theti dbl t y d ll bb lans shall removewesandblasting. _='_� o y, h p "1 g ca '� ` DESIGN RECOMMENDED C. The contra �0 19e 17 31 erman contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the ��\49 EXP. 5.30-�3, immel and Associates DRAWN SHEET completeness and accuracy thereof to the satisfaction of the City Engineer. ` qT Ciyt ��.�`� - r� T H/\1 I F NG�INE E F2ING OONSL)L T FAN,:; r \ fOf �a�\ 366,SPRUCE STREET•NEWPORT BEACH CALIFORNIA 92660 V d. Spotting shall be completed and approved prior to removal of any existing stripes. Existing stripes and markings shall be (714)852-8616•FAX(714)852-8857 removed prior to painting new ones, but in no case shall any section of street be left without proper striping for more than 700___5_58 /700845 CHECKED R.C.E.NO. DRAWING No. h hours, or over weekends or holidays. 27s�5 H!.!/O DATE FILE N0. 24 B-34652 DWG.N0. _ . �� 4 -�-?SHEET CF ��-3