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HomeMy WebLinkAbout2311-S INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE * IF X = 1 ' USE THESE DIMENSIONS GENERALNOTES ** IF X = 11' USE THIS DIMENSION O WITH OTHER X DIMENSIONS " '� CROSSWALK I 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans Op CL DOUBLE YELLOW STRIPE STRIPE E.C.R. and Standard Specifications dated May 2006, as shown on the plans and in the R OR Special Provisions. OR MEDIAN CURB FACE LIMIT LINETraffic Y ,* O 2. MUTCD 2003 �& California Supplemental toTMUTCD 2003, Maintenance Specifications, Manual, 2 FIVE SECTION 6 3�s* Standard Specification. Conform pavement legends to city stencils. Reflectorize SIGNAL HEAD � O � all signs, stripes and legends. THREE SECTION "B" -"B" ' !— SIGNAL HEAD 3. Pavement markers and painting procedures for striping per Standard i `A REFER TO PLAN FOR REMAINING LOOPS I 5'* X* OON Specifications for Public Works Construction, latest edition. ''� O 4. ofcate all obst uctionstructures Coordinate pole installations srior to � with overhead utility litynoruntil clear 3,* substructures owners. Phone Underground Service Alert and concerned utility LEFT TURN LANE I a companies 48 hours prior to construction. Location of utilities and -8" TURNING LANE LINE v substructures have been shown from a search of available records. The - ai Contractor shall conduct his operation in such a manner as to protect not only X-6' the utilities and substructures shown, but other utilities or substructures that TERMINAL COMPARTMENT 2 6' 6, are not shown on these plans. POLE LOCATION CODE 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final placement. Perform preliminary striping layout prior to loop detector FIVE SECTION SIGNAL HEAD X 10, 6, layout. I (EXACT LOCATION BY ENGINEER IN THE FIELD) 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal MOUNTING DETAIL except as shown. X-6' 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 50 amp metered), illuminated signs (one 15 amp metered), and safety INSIDE THRU LANE I 2 lighting (one 30 amp per 1200 watts or portion thereof unmetered,). Coordinate LANE LINE OR 8" TURNING LANE LINE service details and scheduling well in advance of need. 3 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It NOTE: NOTE: 69 MO. 6' shall be the Contractor's responsibility to provide the correct cond-gctors ALL SECTIONS 12" ALL SECTIONS 12" required for the intended operation. NOTE: R ALL SECTIONS 12" ® 10' 6' NOTE: ALL SECTIONS 12" We 3„ Y -- Y� Y O OUTSIDE THRU LANE I 16 2" 8" U C-6" LC 1 2 G Y I i 4„5 1 - - UTILITY C OMPANY TES. NO • ALL DIMENSIONS TOCEOF STRIPE a �� ELECTRICITY- SOUTHERN CALIFORNIA EDISON COMPANY ......• (909) 947-8269 800 227-2600 _ O GAS - SOUTHERN CALIFORNIA GAS COMPANY --••--•-------•••-----••-----•••••••••------- ( )�ej ._ > O PHONE - VERIZON CORPORATION --•-•----••••---•••-----•••-------..-."••••.."•••'."••'•-"••••'•"••• _ (909) 608-1230 ..... . . . . . . . .......................................... . 800 227-2600 - SEC-----------------•--•---....---....------------.. . - -- - - - - -- �> > MAS-5A LOOP DETECTOR PLACEMENT, WATER - CUCAMONGA COUNTY WATER DISTRICT -----•-------- (909) 987-2541 DETAIL "A" DETAIL " �' DETAIL C' I.I.S.N.S. LEGEND DETAIL SEWER - CUCAMONGA COUNTY WATER DISTRICT............................................. (909) 987-2541 R,Y,G- 02, 04, 06 or 08 REFER TO PLAN FOR DISTANCE UNDERGROUND SERVICE ALERT ----••-------------------•-------------••-----•••----•••••---•••••---•••••-------"•------ (800) 227-2600 YA,GA- 01, 03, 05 or 07 TO ADVANCE DETECTORS SIGNAL DISPLAYS SINGLE INPUT REMOVABLE EMERGENCY VEHICLES STEEL CAP 8,-U, PREEMPTION DETECTOR ARM LENGTH ��� s,EE 60" 24" 1 1/2" TO 3/4" — TABG'N 48" // INDEX OF SHEETS REDUCER DETAIL 1 OF 3 TRAFFIC SIGNAL ELECTRICAL DETAILS O MUME ROAD PELCO AB-0155-L 2 OF 3 TRAFFIC SIGNAL PLAN OR AB-0132-L PI IMSON AVF�IIIE Base Line Road and Shelby Place Q -'COUPLING FOR 3 OF 3 SIGNING AND STRIPING PLAN %shelb 73t" IGN WIRING Base Line Road and Shelby Place IPPLE & r1ONNECTOR5 BANYAN Smu MAST ARM ' „ 1 BY OTHER 1OR - 6 NOTE: LB CONDULET, STO CABLE HANGING HARDWARE & SIGN BY OThERS IMON AVE fficBIAND d cr. FtsOR DR ARM TUBE SIZE GENERAL NOTES 19TB LENGTH END O.D. x BASE O.D. x THK. MATERIA143 L SPECIFICATIONS ,� Ay�I �dl� VICTORIA P SHAFT Steel of 48,000 psi minimum 15 MAST ARM 8'-0" 2 3 8" x 3 1 2" x 11 GA. vield after fabrication �D]/ ]���� �y�4 ��n����p svicex cDd MM BASE PLATES ASTM A-35 Steel ASTM A-36 Steel d/ ,�/dl �I xo. i oe & FLANGES OUNTING CLAMP FOR BACK CLAMP PIPE ASTM A-36- 53 Grade "B Steel ROAD Rai IM M 1P/4 BOLTS MATERIAL SPECIFICATIONS ROAD SPECIAL PROVISION FOR (ASTM A 307) BUTT WELDS Ground flush with base metal � _ �.u► .,� � LONGITUDINAL All welds shall conform to AIMS D1.1 weld THIS WORK ARE ON FILE WELDS specification ► ary CITY OPTICAL DETECTOR SIGNAL POLE A � A� THE OFFICE ,OF OF THE EVP O DIAMETER ATCHURCH STRW 24, ABOVE FINISH COATING ENGINEER. FINISHED GRADE STRUCTURE Hot dip galvanized per ASTM A-123 r�jyrAjy HARDWARE Hot dip galvanized per ASTM A-153 COMM FILE: TRACT NO. 18806 FOOTHII•L BOULEVARD FOOTHBI, Q BOULEVARD DESIGN CRITERIA 1" STRUCTURE & In accordance with the "Specification for i R- CLAMP HARDWARE Structural Supports of Highway Signs, i I 4 Lumiairea and Traffic Signers." AASHTO 1994 ARROW ROUTE ARRO11 ROUTE EXIST. C & G WELDING In accordance with the "Specification for BOUIVARt 15 CITY 1 1/2" DIA. Structural Supports of Highway Signs, >BRs N0. DESCRIPTION OF REVISION DATE O APPR. EXIST. C & G DEBURRED Lumiaires and Traffic Signas." AASHTO 1994 B k SF C SIGNAL POLE HOLE � � o � CITY OF RANCHO CUCAMONGA „R„ 3 1 " " i 7 "R" CAB. 2 - DLA. HOLE IN w CAB. 18 , �Jy�lry O� 11 47 T 3" CLAMP SUPPLIED TRAFFIC SIGNAL PAD 8 WITH A TYPE 'F" CE ARM 3" —16UNC BLUNT �1 j jay ELECTRICAL DETAILS F+' � p C 1' C D O a ' �'' .�, POINT TAPPING 3" VARIES ° , o o TO BE (PILOT HOLE RED: (HOLD) _ 4 T BASE LINE ROAD AND 10" ° DRILLED) AS REQ D _ ,��fj1y1�}��j1yd Q''��jj��r Cjry ray djyr�Aj� SHELBY PLACE PLAN S++CTION NOTCH OR DRI w/GROMMETE 4„RAD. 4.. 2��R'"� FOR DRAINAGE g" r—m IN POLE DIA, — �^° R.C.E. 53672 RECOMMENDED CE (FIELD DRILLED) 16 RAFFIC SIGNAL LOCATION ��44°s SE°N9l CITY ENGINEER �� ' 'DATEi/%DRILL T I C. CLAMP DETAIL SIGN TAB DETAIL - !! 2W SUBS CTION SHEET FOUNDATION, LOCATION DESIGN L.S.E. LAWRENUE 11Sc' ENGINEERIART 1 of 3 0 TYPE R CABINET FOUND LO CATION MAP w a N0. 13493 CONS ///////�� c� z 2070 Locust Court AND PAD DETAIL HORIZONTAL I•I.S•N.S• MAST ARM Egp. 3-31-13 DRAWN California 92404 PROJECT SHEET NOT TO SCALE / San Bernardino, cP CIVTL ��b L.S.E. Tel: (909) 864-5406 Fag: (909) 864-5047 OF o 9T 0� E-MAIL: lseisenhart®roadrunner.com DRAWING z �F C ALZ� CHECKED w _ 5 W /Z•?0�M L �l LAIIRENCS 3. EISSNHART R.C.S. 13493 DATE CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE A.W.G. SIZE PHASE POLE OR CONDUIT RUNS SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH HPSV OR A POLE DIMENSIONS BUTTONS I.I.S.N.S. CABLE SIZE NO. CIRCUIT Q AJA3 0 0JA6 0JAB NO. POLE POLE SIGNAL LUMINAIRE MAST ARM POLE POLE ARROW QUAD LUMINAIRE LEGEND i 1 1 1 1 SHELBY PLACE TYPE HEIGHT MAST ARM MAST ARM "C" $'B" "E" VEHICLE VEHICLE PEDESTRIAN 0 _ - 19 POLE O Ave - - - _ _ _ � » �� CTflL��T A _ _ 30' 35' 15' EX. EX. EX. 2-MAS SV-2-TD 200W Shelby 7 0 C -------------------------------------------;---- - 11 jA.L1bjL;jjL;jA SEE SE SEE A 6P POLE B 1 1 i 1 B _ 10, - - - g O 1 1 1 i TV-1-T SP-2-CS 6 �- - Rd B 12C _ _ - 8 POLE C 1 1 1 I C 30, 20' 12' 3' 14' 1-MAS SV-1-T SP-1-CS 6 —� N 200W Base Line 12900 L 8P 6 O 1 1 1 ---------------------------------- I D 10, - - EX. Is EX. EX. TV 2 T SP-1-CS 8 �- E E i 1 CONSTRUCTION NOTES _____________________________-____; - - S ••''•• ;, . , E _ _ 30' S0' 15' EX. EX. EX. 3-MAS SV-1-T SP-1-CS 8 —► E 20OW Shelb ve 6P 8 POLE DO 1 1 1•..1 • y 00 1 �1 — Existing 8 phase NEMA Type "90" controller assembly. ' _ _ _ - - c 2100 P 8 POLE OE — r _ _ - _ _10' EX. EX. EX. TV-2-T SP-i-CS 2 �-- �2 Rd Existing TYPE III-BF Service Equipment Enclosure. �__�___-_ �\\ �Tl A POLE F 1 1 — SCE W G _ _ 30, 20' 12' EX. EX. EX. 1-MAS SV-1-T SP-1 CS 2 —�► S 200W Base Line B �8p�2 O 1 3 Existing &' conduit & 3#4 service conductors to �, I „ , �� - - Is 800 3 C L 4 1 1 1 1 power source. 4I �I �� H _ 10' EX. EX. EX. TV 2 T B+ - POLE OG04 II I r4 NOTES TO POLE SCHEDULE: 2 i 1 1 ® — Furnish and install single input single output EVP on E,: ;; ; W S i 1 1 1 signal mast arm per detail on sheet 1 of 3. Phases E = EXISTING N = NEW 2P _ POLE OH _ _ _ _ shall be as shown on the plan. Verify locations prior w I III o (E) ( ) N to installing with manufacturer's representative. W W i X11 3 4 3 Y1 , X-1 8INSTALL NEW I.I.S.N.S. MOUNTED ON POLE AND ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 3. TOTAL CABLES 12C/3C - 2 3 2 6 ❑5 — Furnish and install R3-4 sign (36"x36") on signal mast ICI III 12 I.I.S.N.S. 1 1 2 2 1 1 - 4 arm per CALTRANS Standard Plan ES-7T, Detail U. I II 6.93' 32' POLE NO.( ) : REMOVE AND SALVAGE 08 SIGNAL HEAD AND 06 PEDESTRIAN HEAD. O O 11 10 LUMINAIRES 1 1 2 2 1 1 - 4 © — Existing 4'x4'x4' vault. I III 32' 32' POLE NO.( B) : INSTALL SALVAGED 08 SIGNAL HEAD AND 06 PEDESTRIAN HEAD FROM POLE A . 2 , HEAD ON MAST ARM AND SALVAGED 08 SIGNAL HEAD FROM POLE D ON POLE. E 01 DETECTOR 2 O 02 DETECTOR 3 3 3 3 Q Existing R96 sign. I 20 POLE NO.00 : INSTALL NEW 08 SIGNAL D TYPE 04 DETECTOR 1 1 1 1 I III 13' 15' POLE NO.( D) : REMOVE AND SALVAGE EXISTING POLE AND EQUIPMENT. INSTALL NEW POLE D ON EXISTING FOUNDATION. "B' 05 DETECTOR 2 2 2 2 I A D.L.C. 06 DETECTOR 3 3 I v III II I I INSTALL SALVAGED 05 AND 06 SIGNAL HEADS. S 08 DETECTOR 3 3 I d II I POLE NO.OH : REMOVE AND SALVAGE EXISTING POLE AND EQUIPMENT. INSTALL NEW POLE OH ON EXISTING FOUNDATION. TOTAL D.L.C. 1 i 1 1 6 6 6 12 I II IHEADS. 1" =20' EVP CABLE 1 1 2 2 i 1 - 4 I w III INSTALL SALVAGED 01 AND NEW 02 SIGNAL I Z ;i i 2 10 0 5 10 20 40 (E) (N) (N) (E) (E) (E) (E) (E) POLE NO.OG : REMOVE AND SALVAGE EXISTING POLE, EQUIPMENT AND FOUNDATION. CONDUIT SIZE (in.) 3 3 3 3 3 3 3 3.5 EXISTING I O INSTALL NEW 04 SIGNAL HEAD ON MAST ARM AND SALVAGED 04 SIGNAL HEAD FROM POLE OG ON POLE. (N)=NEW (E)=EXISTING PRIVATE I ;;;� _ _ _ � 3 REMOVE AND DISCARD ALL EXISTING CONDUCTORS AND CABLES. DWELING ;;' NEW C&G FURNISH AND INSTALL ALL NEW CONDUCTORS AND CABLES PER THE ABOVE ,.;------_ -4%;'OB 0 P O EX. 1.5"C, 1 DLC %CONDUCTOR SCHEDULE. _ ------------------------------------------------------------------------------------------------------------------------------------ -------------------------------- ------------------------------------------------------------------------ --------------- 1 , '1 �•\ '' , \6 - { ` ,� I I ' ---------- -----------�T]— -------- ------- 1 _________________________ ________________________________________________________________________ ______________=====_ _ 1 J 5 4 05 - -- -- "1 ---------------------------- ---------------------------------- ------------------ -/r--, ' \ 1 i� I r) 1 1 FUT. C&G _ I R YP O .r��06P I 1 — — — — — . — — — — — — — — — — 7 , .. 4B} NEW 3-E-E-08 1 O ',\•�, , m i i I -7>- -7r -7T -7T -� -7� �� �- �T fir— �/— �� -�>- :.••• 1 CQ "H E P - --- - 1----%--------- yr -------------------- 1P -------rr---------- 1P ------------ ---- ---- l ® ------------=-=-- --------------------- ------------------- 1P -----*• -S------ 1P -------------------- -------------------- --------, - „ �1'K-----, ` 1P -------------------- - - ------ ----- ----- 2 , ---------------------- ----------------------- yr ---------------------- ---------------------- �Y ---------------------- ---- ---- ---- ------- w ---- ---�------- 1P - 1P 1P - R I --- It --� , I �___, \P4 i, ----- 06 1 ` i` o IM1T LINE --J .i EX. C RBED MEDIAN - ' - �¢ -- ��- G ---------------------- G ---------------------- G ------------- ---- ----- -------------------- ---------------------- ------------------------ ----------------------- -----------------------• ----- ---- ---- ------- ----- ---------------• - - --- --------------------- G ----------------- - ----------------- - G ---=--0 ------- --------- ---------------------- G --------- - --�G ------------------\ G ---------------------- ---- G G G x . — - - 23+00 I I I 2 y+0�01 I -- Ff F - + g r---, r---, r---, r-- _ I I _j ��, L___J rl _ / � � i i I - 10 i - i 0 5 - "F� -- 2-E-01 '" _ I ---`---------------- ---� —l` — I ---; , I EX02" . CURBED MEDIAN 1 257 TO r— ' 1 I Ffl '—�I I ------_- { LIMIT LIN —' ', ��___� I �__ ' I ' -- ----------------- ---------------------- ---------------------- ---------------------- ---- ---- ------------ 11 --- ---------------- �P -------------------- 1P -------------------- ---------t-------+-- ....... ------------ �P -------------------- ------------------- -----�_., -I----- 1P -------------------- 1P -------------------- 1P -------------------- 1P -------------------- 1P ------------ ---- ---- ------ ------ ------ --- W ---------------}----- ----- 1P 0 _ I 1 --- I-- 1 4 .- co T�1 71 n '1 ' i� ' ' I I EX. 2" PVC C, 24 SMFO '-' ------ ------ .r .I 16 � 1 1 � 1 _Ft --+ r---1 1 1 I r-- 0 2 1 �1 1 1 1 , 1 I �,- •� I g EX. 2" C, 2#6 (SERVICE)or I I I E0. X. C&G EX. 1.5"C, 1 DLC `---i ' ---- ------ - — 1 I \11// 7 " 11 _ u ''��I/ �0,. 02 ---- 01 is is - 1 T- 4 r- _- -_- r , -� ----- u 02 0 04 � >< -�1 ----- -p--------------- r ------------- ---- 1, / -- - R � 6 :'s P E 2 3 EX. SCE HANDHOLE EX. C&G` / H SERVICE POINT EXISTING 2" PVC CONDUIT AND 24 SMFO & O _ 15 6� #10 STRANDED COPPER TRACE WIRE (GREEN) '` - ;• �. {� •- ./ 6 1 EX. 2„ C, 2#10 (LIGHTING) TO EXISING VAULT AT SW CORNER OF \ - - t ' BASE LINE RD. & ETIWANDA AVE. �--- a 5 7 r � / G 15 61 1 1 1 II / I I I ' -0 3�S-08 I I , 111i PHASE DIAGRAM 15 1 15' I III i OTE: SPECIAL PROVISIONS FOR SCHEDULE 20' 20' N DETECTOR 32, 32' I THIS PORK ARE.. ON FILE IN SENSOR CONTROLLER LOOPS PER DETECTOR INPUT CHANNEL 0 1 02 03 04 THE OFFICE , OF THE CITY NO. CHANNEL �. ENGINEER. 1 1 1 - E - 01 1 1 NOT FILE: TRACT NO. 18806 2 1 -W- 02 2 3 ; I USED _ - III 1 1 N 0 4 4 2 2 2 1 -W- 05 5 1 d� 1 1 1 E 06 6 3 III o �- 3 2 1 - S - 08 8 1 Ha 1 NOT ;n L) I I I USED I NO. DESCRIPTION OF REVISION DATE CITY 1 2 E 01 9 3 III CO 0 , � APPR. 4 2 2 -W- 02 10 4 �1 ; r � 05 06 7 08 CITY OF RANCHO CUCAMONGA 1 2 W 05 13 3 � L __J 5 2 2 - E - 06 14 4 1=S-0e TRAFFICSIGNAL PLAN II w 1 2 - S 08 16 2 WI III I 6 2 3 -W- 02 18 2 CE BASE LINE ROAD 1 3 - E - 06 22 2 SHELBY PLACE AND 7 2 3 - 5 - 08 24 2 SHELBY PLACE 1 EVP 01 & 06 EVP 3 - 8 2 EVP 02 & 05 EVP 4 - 4gOFESSIpIy� APPROVED BY: �� _ R.C.E. 53672 RECOMMENDED CITY ENGINEER � =-- - -�' DATE i ,a A O 9* 1 EVP 08 EVP 5 - - - . ,,�-r ter`'---� - �.. ..._ 2 EVP 04 EVP 6 - SUBs TION SHEET ,� �,� � �, DESIGN LAWRENCE S. EISENHART c� r T * EVP DISCRIMINATOR a NO. 13493 L.S.E. CONSULTING00LocusECourt �+ of o * Exp. 3-31-13 * DRAIPN California 92404 PROJECT SHEET -4 San Bernardino, DIAL T1P0 WORKING 6 5 BEFORE DAYS BEFORE v' �� LIV 11A., .S.E. Tel: (909) 864-5406 Fax: (909 864-5047 of YOU DIG YOU DIG �9T OF CALZ� I4� CHECKED E-MAIL: lseisenhart®roadrunner.com DRAWING No. Z TOLL FREE 1-800-227-2600 EIS R.C.S. 19499 DATE WW A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IIRENCS S. � GENERAL STRIPING NOTES 1. Traffic stripes, pavement legends and raised pavement markers 6. During the period of construction, the Contractor shall furnish, 9. Dust shall be controlled at all times by approved methods. shall conform to California MUTCD dated September 26, 2006. erect and maintain such warning signs, stop signs, barricades and other safety measures in conformance with the 11.A.T.C.H. 10. Public streets shall be kept clean and free from dirt and/or 2. Inspection shall be by the City of Rancho Cucamonga, TRAFFIC manual or other city reference manuals listed. debris. The Contractor shall be responsible for all costs DEPARTMENT. All requests for inspection shall be made at least incurred in street cleaning necessitated by his operations 24 hours in advance of the proposed construction. 6. The Contractor shall provide safe and continuous passing for local pedestrian and vehicular traffic at all times. 11. Full street closures will not be permitted unless prior written 3. Reflectorize all stripes and legends. Pavement legends and approval is obtained from the City Engineer. Detour plans pavement markings shall match city stencils. 7. The Contractor shall so conduct his operation as to offer the must be submitted for approval for all street closures and least possible obstruction and inconvenience to the public. may be required for other types of detours under some 4. All existing striping and pavement markings shown on the plan circumstances. 48 hours notice shall be regired to the city that are being removed shall be removed by wet sandblasting 8. In accordance with generally accepted construction practices, and affected property owners prior to any closures. or other approved methods prior to installation of new striping the Contractor shall be solely and completely responsible for any closure. and legends. No black-over painting of lines is permitted in conditions of the job site, including safety of all persons and the city. All conflicting raised pavement markers shall be property during performance of the work, and the Contractor removed. Pavement that is damaged due to removal of markers shall fully comply with all State and Federal laws, rules, shall be repaired to the satisfaction of the city representative. regulations, and orders relating to safety to the public and workers. 5. Striping shall be cat-tracked and approved by the city representative prior to final installation. Esz� p-SONcE SHELBY PLACE Fig'; FIi'fURK--ST-RPr � - "�S'PREET 8 \\ `� \ .... ... ..... MOUNT ON /Ps�tG LITE POLE g28 ! A FRONNHERE Tt1 CORNER A sx• R..: / / '�� AC BERM ' 6 1 A R9-q R28 (CA) A R28 (CA) .........._ / // "� ....... ........ l'. ............. ................. •__ _ / ET RZII ........ ................. . `EIC. E.P.17 ----100' 100' o ,.► �' / ✓::>:: EXISTING CURBED MEDIAN Ih-----------------------------------------------~. ------ N - - - — '� ______—_-- ------ --- Ta STING CUSSED MEDIAN o - -i --- --- � m —___ __-_ ------------------------- ey ---- V1 - w• - -- __ _�� ..... � �EX. C&G �i �°jyx~ n _NEW CBG� ---_.--._- _ ...... ,."�.::: _ ___ �\) SCALE i" =40' II zo 1 zo 40 0 10 20 40 80 92.0 �32, 4 SHELBY PLACE NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN STRIPING NOTES: QUANTITIES THE OFFICE OF THE CITY ENGINEER. p p Q Ol Apply thermoplastic arrow per California MUTCD, 2 EA. FILE: TRACT NO. 18806 Figure 313-21 (CA), TYPE IV (R). Q2 Paint "BIKE LANE" markers per California MUTCD, Figure 4 EA. 3B-20 (CA) O3 Stripe 8" channelization stripe per California MUTCD, Figure 100 L.F. 3A-112 (CA), Detail 38. ® Paint white edge line stripe per California MUTCD, Figure 140 L.F. CITY 3A-112 (CA), Detail 38. NO. DESCRIPTION OF REVISION DATE APPR. O5 Paint bike lane line stripe per California MUTCD, Figure 270 L.F. �r 3A-112 (CA), Detail 39. CITY OF RANCHO CUCAMONGA © Paint double yellow line stripe per California MUTCD, Figure 170 L.F. 3A-106 (CA), Detail 27B. SIGNING AND STRIPING PLAN Q7 Apply thermoplastic 12" white stripe 260 L.F. © Apply thermoplastic "STOP" marking per California MUTCD, 1 EA. BASE L�INNE ROAD O9 Remove existing arrow marking by wet sandblasting. 2 EA. ' `D 10 Remove existing striping by wet sandblasting. 150 L.F. .- SHELBY PLACE- 4gpFESSlOry APPROVED BY: {'' R.C.E. 53672 RECOMMENDED SIGNING NOTES: S' Ets' t'¢� CITY ENGINEER t DATE //ice/, p y +` DESIGN SUH CTION SHEET QUANTITIES ���' � LA�PRENCE S. EISENHART s� © Install sign (type indicated on the plan). 3 EA. a N0. 13493 L.S.E. CONSULTING ENGINEER 3 OF 3 0 * Exp. 3-31-13 * DRAWN 2070 Locust Court PROJECT SHEET San Bernardino, California 92404 Jp clvlL �t L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 of T� 14 E-MAIL: lseisenhart®roadrunner.eom o OFCAL� CHECKED DRAWING N0. z IrAvmcz s. twANHAkr a.c.s. isles DATe w