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HomeMy WebLinkAbout1919-S DAY CREEK BOULEVARD MONTICELLO AVE. MONET AVENUE (PRIVATE) (PRIVATE) ** NOTE FOR CENTERUNE: ' ' I 1. ( STREET DENOTES THE LEGAL t AS RECORDED. ALL PROFILE 0— #4 0 1 1 11 1 7' 14 1] 4 ' 1, AND STATIONING AS SHOWN ARE BASE ON THIS CENTERLINE. 7 ' 33 72' 60' 2. t CONSTRUCTION DENOTES THE BASIS FOR THE WIDTH OF CURB 16' � 6 ' T 25' 20' 13' 36' 24' TO CURB HORIZONTAL DISTANCE ONLY. 12' 12' 12' 12' 12' 3. t CONSTRUCTION IS 1.00 FEET SOUTH OF LEGAL C.. I I '' 15' 11' 11' 12' 1Or 13' 11' I 11' 5 TYPE •,� TENTATIVE PARCEL MAP NO. 15716 MARKER I 1 L � R1 ISC R41 SIGN R81 SIGN FUTURE SIGNING AND FUTURE SIGNING AND N PROPOSED STRIPING PER ON SITE -+ _ _ _ STRIPING PER ON SITE SIDEWALK CROSSWALK STRIPING MALL IMPROVEMENT PLANS MALL IMPROVEMENT PLANS PER TRAFFIC 8 5 PROPOSED SIGNAL PLAN _ - - 3 STREET LIGHT PROPOSED i Ca jN (TYP.) CURB do GUTTER PROPOSED R/W 8 N SPACING 130'@__. 1 or I SPACING 130' 68 I 5 S 78 76 68 67 5 + - ------69------- - - -- ---_- ---------------------- II'i J �'TRAVELE - - 265' STORAGE SPACE 4BTAWPER 65 - - F LL10' I ' WAY __ __ 61 - - — 68 — �' — — — — — — 67 62 — 64 61 �� 66 60 SPACING 95' — 65 60 SPACING 95' tz N I F( 10' 60 SPACING 160' 69 � Vv__---3-24L-STG9AG8 SPACING 160' 69 SPACING 160' 60 120' BA TAPER �"� 65 10' 10' 60 SPACING 95' 100' 200' STORAGE SPACE 60' BAY TAPER _ _ STREET'K* 104 _ —1— Q_ co6nr 4 108 11 3 CIDT - - - - --- ** 260' STORAGE S� -- - -- }- - - - - - - - S CE- - - - --{- — - - - - - -- -- - - - - — - - -- - - - - o SPACING 125' J ��� CONSTRUCTION* ,' - CONSTRUCTION � � ACE CSI �� o ' 64 72 73 ' 65 PROPOSED ELEVATED MEDIAN 79 10' v 90' BAY TAPER - 69 60 SPACING 125' 3 60 7 3 W m 100 100 64 la F 6 N PROPOSED BIKE LANE 624 6 1 N --- 50 65 66 6 to 50 65 T PROPOSED BIKE LANE °v,- `J u, ---------- - 66 I 4 3 --------------- ------ 200 N C} RIGHT RN a - � / G TURN N N HANN I 75 67 68 5 75 '� 68 6 78 5 67 ,C EL ZING _ FUTURE SIGNING k ISLAND STRIPING BY OTHERS. 1 2 L y 6 3 PROPOSED PROPOSED R/W I 6 8 60 SPACING 125' ; � PROPOSED 6 h � 1 STREET LIGHT PROPOSED CURB k GUTTER I 1 0 OSED � SIGNING AND STRIPING 8 I I I B w^ 8 (TYP.) ' SIDEWALK TYPE K' PER DAYCREEK BLVD. � � R1 do R41 SIGN 54' IMPROVEMENT PLANS CFD 16 MARKER t 1 0 28' N z , 6 0 r a m 5 15 111 111' 112 13 11 11' 5 �' o 0 a = r16 1 I I I to, i ? 1j� 15' 1154 74 $ ^ FUTURE SIGNING AND 1 1 54' 62 25' STRIPING PER ON SITE VICTORIA GARDENS LANE (PUBLIC) MALL IMPROVEMENT PLANS LEGEND FULL SO FULL SIGNALIZED INTERSECTION PARKI,VG � L °.- O PROPOSED STREET LIGHT R 1 k R41 EINTRANCE OT KEW AVENUE � ` Q 8SIGN � 2 ', y AKPROPOSED FIRE HYDRANT `' y FUTURE SIGNING AND . 5 6 12' TENTATIVE PARCEL MAP NO. ss 12' STRIPING PER ON SITE PROPOSED � N• I MALL IMPROVEMENT PLANS PA�!(IIVGBIKE LANE �� 6 �►� D � 5 � �/ � + R1 do R41 SI13NTRA LOTFUTURE SIGNING AND _ 4a' PROPOSED S _ 62 N N STRIPING PER ON SITE oo FUTURE SIGNING AND ee Ca m / 5 PROPOSED MALL IMPROVEMENT PLANS N STRIPING PER ON SITE CURB do GUTTER 67 1 1 2 MALL IMPROVEMENT PLANS / SIDEWALK 24' 12 12 �' 65 / Jkj 12' , 12' . �__ 4 l gip _ 6 5 FUTURE _�-_- SPAC _8_ 50, _ "'__'`-` `�' MOVEMENTRIGHT V1 - W _ NG --__ CROSSWALK STRIPING -,-- 66 6, �y 60 ___ 100' - - 6 f PER TRAFFIC I ��►/ ___ �Sp' 1615 p' - SIGNAL PLAN 65 / v -2; 4 top _ 609p 6 8 6gCINC5 75 `T _ 68 -------------- 6 _ � 119 6 '� 69 ��� 0 90' SPgC1NC 100' 6� 64 -��� 10 6i 6 5 9 _ 64 — _ _ _ _ _ �� _-�" FULL �i 50 4 STREET** PROPOSED PAINTED MEDIAN 65 _ PROPOSED 68 �' SIDEWALK - l PARKI G 5 6 nuc SPACING 1 LO I 5 �� 60 300' STORAGE SPACE 1P�ACING 60 12 � � _ �pN 65 110' NG NT 6 — 73 69 _ PROPOSED R/W RA1vC'E PROPOSED PAINTED MEDIAN — — = — 66 68 '--- 5 90' BAY ALLOWING FOR LEFT TURN MOVEMENTS r'�fR m BOUNDARY PER PROPOSE 5 I �� 8180 P.M. 15641 CURB do UTTF 5 1 - TENTATWE PARCEL MAP NO. 15716 _ 90' BAY TAPER _ 60 110' SPACING _ VICTORIA GARDENS LANE (PUBLIC) DESCRIPTION OF REVISION DATE CITY APPROVED: CONSTRUCTION NOTES NOTES: CITY OF RANCHO CUCAMONGA 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL CONTROL POINT'S AND SPOTTING SHALL BE INSPECTED AND APPROVED BY SIGNING & STRIPING IMPROVEMENT PLAN FOR 60 STENCIL TYPE NLEFT/RIGHT ARROW PER CALTRANS STD. DWG. N0. 424A 71 INSTALL STREET NAME SIGN do POST PER CITY STD. DWG. NO. 401A do 4018 THE SPECIFlCATIONSONTRAFFIC THEREOFSHALL CONFORM MAINTENANCE MANUALNANDNDSTANDAR DR THE CITY STRIPING AND MARK MARKINGS. PRIOR TO INSTALLATION OF NEW OR REPLACEMENT �oQ`��VE�/�Nq� VICTORIA GARDENS LANE (PUBLIC) 61 STENCIL TYPE Al LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A �-- INSTALL TYPE K-4 MARKER PER CALTRANS STD. DWG. NO. 130 PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD ,�� ��'�� yo `� STENCIL 'BIKE" "LANE' PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. DWG. NO. 134 DIRECTED BY THE CITY ENGINEER. SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK (WET). STA. 100+00.00 TO STA. 122+00.00 INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWONo. 20596 m Z COMMUNITY FACILITIES ,,, 63 INSTALL TWO-WAY LEFT TURN LANE PER CITY STD. DWG. NO. 133 INSTALL R10 (ONE WAY) SIGN PER CALTRANS STD. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. * Exp. 9-30-05 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 �5 - INSTALL R26(S) SIGN PER CALTRANS STD. INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDAR H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE CiV1DISTRICT 2003-01A 65 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 6 INSTALL R81 SIGN PER CALTRANS STD. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. 9lF OF CAt1F FOLLOWING PROVISIONS: FOLLOWING PROVISIONS: APPROVED BY DATE: 66 INSTALL 4" SOLID WHITE LANE LINE PER CITY STD. DWG. N0. 133 l - INSTALL R18-1 SIGN PER CALTRANS STD. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, 1. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR CITY ENGINEER RCE NO 24953 (S.A.E.) UNLESS OTHERWISE NOTED. HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE ! INSTALL 6' SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 Q8 - INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SATISFACTION OF THE CITY ENGINEER. DESIGN RECOMMENDED CITY OF RANCHO CUCAMONGA -�� -- �- Mo..e 17320 WNWA­ 68 INSTALL 6" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 o- INSTALL TYPE "H" MARKERS PER CALTRANS STD. DWG. NO. A20B REMOVED BY WET SANDBLASTING. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. ` X150 C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE o 0 K I C w t..l".,CA 9261. SET 2" BRASS DISK IN CONC. CURB vim,969-261-"21 69 INSTALL T SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 80 INSTALL W56 SIGN PER CALTRANS STD. REMOVED BY WET SANDBLASTING. WITH CITY AND STATE STANDARDS. DRAWN t;l: � _ SHEET D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN STAMPED "CITY OF RANCHO CUCAMONGA BM >�Mt,..>< FAX: 919251-0516 INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 81 INSTALL TYPE "M MARKERS PER CALTRANS STD. 10051 1987" AT THE NORTHWEST CORNER OFBASE LINE ROAD AND SWANSON PLACE 0.25 16 26 BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY B.J.B. o ,► ERs E N G i N F E R s SURVEYORS OF E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL TRAFFIC ENGINEER. MILES WEST OF ETIWANDA AVENUE, AT CHECKED �,�,',, 20596 DRAWING NO. BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. SOUTHERLY END OF CATCH BASIN 2 FT. NORTH -' CE NO 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO. 401-B. OF CURB RETURN. S. DATE DATE 1'-f FILE NO 1919 PROJECT SHEET NO. OF 46604/IMPLANS/CFD2A/SIP16 4-28-03 i I PROPOSED R 11 5 � PROPOSED �► ELEVATED MEDIAN B <v �, BIKE OPO�SNED PROPOSED ��� / �0��► y? \ °� \\ OV FUTURE SIGNING AND BIKE LANE // 5 MALL IMPROVEMENT NG PER ON SITE 65 _ TENTATIVE PARCEL MAP NO. 15716 G X PROPOSED671­1 _ f, b 5 ,, CURB & GUTTER v� 677 �` 3 *00 PROPOSED R/W / / ��/ `'`� 64� 65 5 ---_ PROPOSED PROPOSED 5 71 _5 SIDEWALK PROPOSED ELEVATED do GUTTER- / 6 \ �'�- N v ___ MEDIAN - LCURB ___--- \� , �.� QPM\N� SIDEWALK PROPOSD PROPOSED 5 �_ ------- ------------- \\ �'LO S BIKE LANE �`��� 6 6 i 0 1p ' - 5 PROPOSED 65�� ` �� 9 , 5 PROPOSED CURB & GUTTER _ \ ,� 4, _ _ _ _ 65 -moi BIKE LANE BOUNDARY PER �` 5 �-F- _ - _ � S10�GE SPAT 6p PROPOSED ELEVATED P.M. 7966 _ ----- 90' BAY TAPER 69 F—_ - _ ---__ - 1 60 2 C1Np 9p MEDIAN LANE TAPER --_ � SPS G 90 f � SP P N� PROPOSED R/W — — SPACI�1 G >% — (65� i �ST PROPOSED � J A �' /5 _ ** NOTE FOR CENTERUNE: SIDEWALK S 5 67 1. C STREET DENOTES THE LEGAL t AS RECORDED. ALL PROFILE u, p AND STATIONING AS SHOWN ARE BASE ON THIS CENTERLINE. 2. T CONSTRUCTION DENOTES THE BASIS FOR THE WIDTH OF CURB L FUTURE CO�iMERC� A p TO CURB HORIZONTAL DISTANCE ONLY. 3. T CONSTRUCTION IS 1.00 FEET SOUTH OF LEGAL C. VICTORIA GARDENS LANE PUBLIC CHURCH STREET (PUBLIC) FUTURE 13, MORTHMAIN ST. 5 98' 20' (PRIVATE) 11' 5' 15' 12' 10' 13 12' 15' 5 I I 60' I L TENT. e ���� MAP �Oo ��� 36' 2 TENTATIVE PARCEL MAP NO. 15716 PARKING LOT ENTRANCE FUTURE SIGNING AND STRIPING PER ON SITE tt,, FUTURE SIGNING AND 12 12 12' 112 12 MALL IMPROVEMENT PLANS PROPOSED SIDEWALK T 7 STRIPING PER ON SITE ( R8 & 941 i ;�,�N o MALL IMPROVEMENT PLANS I SIGN PROPOSED R/W 6 8 f ______—_-------- --------- -------- -- --- �i 6 4 PROPOSED PROPOSED __ �W 5 5 `� 62 SIGNING AND STRIPING PROPOSED R/W 3 8 BIKE LANE CURB & GUTTER --_— 68 � m PER CHURC STREET \ -------- ---- ------------------ - IMPROVER PLANS CFD1B 10' `D - Q ----------- --- ---- - o + 5 _� 62 j 75 6 10'I — —* 9 — — SPACING 90' 60 &'41 4 10 m + 143 � ----------- _ — — — 90' STREET t- - _+_! o 67 10' I 50 60 SPACING _ ------ _ -- - ------�- ------- --- - - --- - - --- - = — — FULL I 68 66 — — _ 6 _ I , 300' STORAGE SPACE - -� 120 BAY TAPIER _-- * �' 60 SPACING 90' 65 64 I 10 SPACING 90 60 69 SPACING 90' 60 _ _ CONST. BOUNDARY PER P.M. 66 3 TYPE K-4 MARKER W 1 OI ON PL 13B _ 10 I 69 SPACING96000 - - 200' STOR - _ 60 SPACING 130' as' d -- Ht m SPA ING 9060 120' BAY TAPE= _ —65 60' BAY TAPER --- ---------- - -- ------ "------- W r' 300' STRG. SP.�, SPACING 130' 60 69 72 PROPOSED ELEVATED MEDIAN — --- 1 p 73 9_850' _ — gg _- _-50' •3, 226 STORAGE SPACE 7► 69 ' J r 65 6 68 50' CO rUCTIO 6 65 79 ;n ----------- (, r- 5 SPACING 110' S 60 67 SPACING 90' 60 5 0 10 67 75 ' 5 1r' �l - 3 I '-- - - - - -- - - - -- - - - - - - - - -- - - ---- -- - - -- - 71 �j� 8 - - - - - - - - `� -- - - - - - - - -- - —�— PROPOSED SIDEWALK N / BIKE OPO�SNED ' g g PROPOSE I / CURB & GUTTER ' CROSSWALK STRIPING � � 15' 112' 10' 0' 12' 15' 15 PER TRAFFIC SIGNAL PLAN FUTURE SIGNING AND CROSSWALK STRIPING I 1 1 STRIPING PER ON SITE PER CHURCH STREET MALL IMPROVEMENT PLANS TRAFFIC SIGNAL PLAN CFD1B I 1 FUTURE COMMERCAL CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES VICTORIA GARDENS LANE (PUBLIC) SIGNING & STRIPING IMPROVEMENT PLAN FOR Q�OF ESS I VICTORIA GARDENS LANE (PUBLIC) 60 STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A INSTALL 12' SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 �`� �°� �� STA. 122+00.00 TO STA. 143+07.60 61 STENCIL TYPE VII LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A 71 INSTALL STREET NAME SIGN & POST PER CITY STD. DWG. NO. 401A & 4018 LEGEND ' CD v' No. 20596 m COMMUNITY FACILITIES 62 STENCIL "BIKE„ "LANE PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING - INSTALL TYPE "K-4' MARKER PER CALTRANS STD. DWG. NO. 130 FULL Exp.C9Vi 0-05\* DISTRICT 2003-1B 63 INSTALL TWO-WAY LEFT TURN LANE PER CITY STD. DWG. NO. 133 INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. DWG. NO. 134 O FULL SIGNALIZED INTERSECTION �'F CALF F� 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 INSTALL R10 (ONE WAY) SIGN PER CALTRANS STD. APPROVED BY DATE: 65 INSTALL 4' SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 INSTALL R26(S) SIGN PER CALTRANS STD. PROPOSED STREET LIGHT CITY ENGINEER RCE NO 24953 66 INSTALL 4' SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 �6 - INSTALL R81 SIGN PER CALTRANS STD. CITY OF RANCHO CUCAMONGA DESIGN RECOMMENDED ���` `� >.� a °-'- MOft[ 17320 ReMAlAw. BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. shi 250 INSTALL C SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 o- INSTALL R18-1 SIGN PER CALTRANS STD. GOR 1 C M 1,14-CA 92611 Ak PROPOSED FIRE HYDRANT SET 2 BRASS DISK IN CONC. CURB DRAWN1 � Vbice:919d51-9821 SHEET 68 INSTALL Cr SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 1�8 - INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 STAMPED "CITY OF RANCHO CUCAMONGA BM tCM.[*: fA)(: 919231-0516 c 69 INSTALL 8' SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 �9 - INSTALL TYPE "IT MARKERS PER CALTRANS STD. DWG. NO. A20B 10051 NE R D THE NORTHWEST CORNER OF B.J.B. �L A e ERS E N G I N F E R S SURVEYORS 17 OF 2V BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED20596 DRAWING NO. CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH CE NO DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE FILE NO �f 9 PROJECT%iEEf NO.---f 6' OF46604/IMPLANS/CFD2A/SIP17 4-28-03 24' i 2 ' CONDUCTOR SCHEDULE r — _ _ CONDUIT SIZE AND RUN NUMBER (NEW) CONDUIT SIZE AND RUN NUMBER (NEW) 1 1� AWG SIZE POLE PHASE 2" 3' 4' 4' 3' 3' 4" 2-4' 2-4 AWG SIZE 2' 3' 4' 4' 3" 3' 4' 2-4"2-4' P O LE AND EQUIPMENT SCHEDULE ■ OR OR CIRCUIT NO. OR POLE OR CIRCUIT I0 -01 _ _ CABLE TYPE �� ' / CABLE TYPE 3 j4 5 s 7 8 9 ojz STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. B.P.B. z POLE LOC. H.P.S.V. HORIZONTAL MAST ARM %2 �3 /4 � 5 �6 j7 8 9 i1 2 I � — MOUNTED I.I.S.N.S. POLE - A 2,5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 1 10 LUMINAIRES 2 2 2 2 2 2 2 2 - 4 1 - ' J - - - - N0. SIGNAL I 8 # (1)DLC _ S GN L LUM N. ❑ SEE DETAIL SHEET 21 00 12 B 7,8 2 - - - - - - - - - 1 , 1 1 , 1 #6 SIGNAL SERVICE - - - - - - - - - / �_ TYPE HEIGHT M.A. M.A. MAST ARM POLE MTG. QUAD QUAD B C E Luminore LEGEND BLK N0. J CONDUCTOR C 4,7 2 — _ — _ — _ — _ — _ 1 1 1 , , 01 _ _ _ 2 _ _ _ 2 2 i — — — — 26-4-80 30' 40' 15' 2—MAS SV-2—T SP-1 —CS 8 4 — — — 4' 12' 200W Monet Ave. — D 1,2 - - - - 1 1 1 1 1 _ _ _ _ > 02 2 2 2 2 2 _ _ _ 24 - - - - 2 2 2 2 2 - - SP-1 —CS - - - B 1 A 10 TV 1 T SP 1 CS 2 1 13 3 1 6 1 1 1 1 - - - 1 _ _ _ _ _ _ E � 1 � 4 1 1 1 1 - - - 1 1 3 2 2 2 , F 3,4 6 - - 1 1 1 1 1 - _ - _ 1 1 1 04 - 3 3 3 - - - 3 3 4 (1)DLC - - - - © 19-4-80 30 30 15 2—MAS SV-1 —T SP-1 —CS 2 1 — — — 4 13 200W Victoria Gardens Ln. — 3 , DLC _ _ _ _ ❑ O I / DQ 15 30' — 15' — SV-2—TA SP-1 —CS 4 2 2 1 13' 3' — — — — G 05 2 2 2 2 2 g - - 1 1 - - - 1 1 TYPE "C" CONDUCTOR ( ) - - - - 5,6 — — — 1 1 _ _ _ _ _ _ E 26 4 80 30 4 1 2 MAS SV 1 T SP-1 —CS 4 2 200W Mon Ave.0 5 et H i 4 13 2 2 06 2 2 2 6 8 2 TRAFFIC SIGNAL EQUIPMENT, 1 TOTAL > > 2 2 3 3 4 5 1 2 2 3 3 4 8 p 8 07 - 2 2 2 - - - 2 2 MAINTENANCE EASEMENT I F 1A 10' — — — TV-2—T SP-1 —CS 6 3 — — 13' 3' - - - (TYPICAL) #12 I.I.S.N.S. 2 2 2 2 - 2 2 2 - 08 - - - - - - 3 3 3 I _ _ _ _ _ _ _ G 4 MA - - - - W li I O 26 80 30 40 15 2 S SV 1 T SP 1 CS 6 3 4 13 200W Victoria Gardens Ln. I _ 13 5 5 9 4 4 9 18 18 TOTAL , 0 AL I , EVP CABLE , , 2 2 - , 1 4 4 Z � ' I j '� � 15 30 — 15 — SV-2—TA SP-1 —CS 8 4 6 3 12 3 — 200W — — W li I ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATION PRIOR T R S 0 0 ORDERING POLES. > I II I 1 B.P.B.= BICYCLE PUSH BUTTON I , EASEMENT CONSTRUCTION NOTES THIS SHEET. a I I I I I J�� - AT ROADWAY 1 1 FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET 6 FURNISH AND INSTALL 3"C w P R P AN 6 CONDUCTORS, PER F- I ALLULL O E D 3 CONDUC 0 S, E ❑ ❑ / O # I II I �- C.L. (REF) WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS W ' II OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND BEFORE BEGINNING WORK. Z - FOUNDATION PER DETAIL 'A' ON SHEET 21. FINAL LOCATION TO BE ❑7 FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER I 12' II 12' I 12'I 12' I 12' - DETERMINED BY ENGINEER IN THE FIELD. CABINET. � I ' II I I ❑2 FURNISH AND INSTALL MODIFIED TYPE III-BF 120V/24OV SERVICE EQUIPMENT ® FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS INDICATED. I II 1 2-" 1 ENCLOSURE, WITH ONE (1) 5OA-1P CIRCUIT BREAKER FOR METERED SIGNALS, TWO (2) 30A-1 P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND ❑9 2" CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT CABLE (SEE SHEETSONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE 25 AND 26 FOR DETAILS). I ' II CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. II I 3 SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. I II I 1 QUADRANT DETAIL I I I I I I II I I I I PEDESTRIAN/BICYCLE ❑3 FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP 2 M I I PUSH BUTTON LOCATION I I I I I I I I I I I I CABLE. SEE DETAIL 'D' (SHEET 21) FOR MOUNTING DETAIL ON MAST ARM. I I I I I I II 1 1 1 1 (TOP VIEW) I I I I I I I I I I I I I I I I I I I I I I I I " I I I I I 1 041 II I 2 I ► I I I I I I I I I I I I I I I I I I I I I I ® FURNISH AND INSTALL 1 1/2" CONDUIT w/CONDUCTORS INDICATED. ❑5 FURNISH AND INSTALL MAST ARM MOUNTED SIGN, R34, PER - I'I F G n "3 STANDARD PLAN DETAIL ' %1 i 6 I VICTORIA GARDENS LANE E J - - - - - _ �r H -- --- -- -- -- -- -- -- -- -- -- R W -- -- -- -- -- -- -- — — ", -- -- -- -- -- -- - _— -- --- - -- -- -- -- -- -- -- -- -- -- i / - - - - - - - - - - - - - - - - - i i 03 I 03 i� �d8 08 � 6 - - '/ 3 03' 08 1 06 -� - - - - - - U-) I �� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f I EXIST. C G TYP. - - i f / �51 I � � / ( ) I , � RS LUMIN. POLE 4 (1)DLC I I \ I � - - - - - - - - - - - - - - - - - - - 6 3 / I Lv 231 TO y� EXIST. RAISED - 1� f I /l 01/06Y / / I I "' - 10 / / - - - - - - - T__rm IT-LINE- - - - - - - - - - - - - - - - - - - - - - - - - -MEDIAN - - - - - - - - - - - - - -� - - -5 /�/- - t - - - - - - - - - - - - - - - — — — — — — — — — — — RS LUMIN.�OLE 1 I/ / / / � I T t / 10$+00 o i 1 - - - - - - - - � 5«6' S'z - x6' - T + B -- — — — i J � 5 , RS LUMIN. POLE - - - - - - - - - - - - - - - - -- - - I STA. 108+22.08 VICTORIA GARDENS LANE - - -- � = - I� - - - - ❑- - - -- - - - - - - -EXIST- ED - - - - - - - _231 TO _ - - _ _ - - - � - - - - - - - -} - - - $Tk1. 17+38.05 MONET AVENUE- -- � 3 02 05 ' �� ® 3 6 - - MEDIAN LIMIT LINE _ -- -- -- - - - - - -- - n '- - - -- - - - - - -- - - - - -- - - - 4 1 7 r- I v 4 (1)DLCZ -T �� I ❑ - RS LUMIN. POLE- �� 9 �8 h` ^® (4)#1O; (2}#12 - - - - - - - - - - - - - - - - �r EXIST. C/G (� P.)- r _____ CONDUCTOR SCHEDULE 24, POLE AND EQUIPMENT SCHEDULE ' CONDUIT SIZE AND RUN NUMBER (NEW) CONDUIT SIZE AND RUN NUMBER (NEW) - - - -- -- ---- - - " AWG SIZE AWG SIZE / STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. B.P.B. Z POLE LOC. H.P.S.V. HORIZONTAL MAST ARM OR POLE PHASE 2 3 3 4 3 3 2-4 2-4 OR POLE OR CIRCUIT 2 3 3 4 3 3 2-4 2-4 �. ��,\ MOUNTED I.I.S.N.S. OR CIRCUIT N0. �{� !r 24 NO. SIGNAL LUMIN. CABLE TYPE CABLE TYPE (SEE DETAIL SHEET 21) 1 2 3 4 5 -s 7, 8 1 2 3 4 s s a \ TYPE HEIGHT M.A. M.A. MAST ARM POLE MTG. QUAD QUAD B C E Luminare LEGEND BLK N0. POLE - A 6 4 - _ - _ - _ 1 1 - - 1 1 1 1 #10 LUMINAIRES 2 2 2 2 2 2 2 - / /� / OA 19-4-80 30' 25' 15' MAS SV-1 -T SP-1 -CS 4 2 - - - 6' 13' 250W Victoria Gardens Ln. - CON11 CTOR 1 B 4 6 - - - - 1 1 1 1 - - - - 1 1 1 1 #6 SIGNAL SERVICE - - - - - - - - - - - - - - - - - - - G - 6 - 1 _ 1 _ 1 _ - - - - 1 - 1 02 - - - - - - 1 2 / /, @) 15 30 15 SV 1 T SP 1 CS 6 3 14 5 25OW D 5 4 6 1 2 1 2 1 2 1 2 - - 1 2 1 2 DLC 04 - - 4 4 - - 4 4 /// � // / - - - TP-1 -CS 6 3 - - - 4' 13' - - — 4 - - - - - - - - 1 1 1 1 ( - - - - - - / \ �`` DO 15 30' - 15' - Sv-1 -T SP-1 -CS 4 4 6 3 14' 3' - 25ow 3 _4 E ,4,5 2 2 2 2 TYPE "C �5 2 2 j, j - - CONDUCTOR F 2,4 4 - _ - _ - _ - _ - _ 1 1 1 1 1 1 06 2 2 2 2 - - 2 2 / i '� � -7 _ SV-2—TA Q 24-4-8Q 30 35 15 2-MAS SV-1 -T SP-1 -CS 4 4 - - - 5 SHOW 250W Victoria Gardens Ln. 2 3 4 5 1 2 7 7 TOTAL �.� � � / / / //� / � F _ _ , , ,• _ _ _ _ _ � _ A _ TOTAL 1 1 2 3 2 3 6 6 2 2 6 6 - - 9 10 #12 I.I.S.N.S. - - - 2 2 2 2 - EVP CABLE 7_1 - - 1 1 2 3 3 _ , j/j / / Q 19 4 80 30 25 15 MAS SV-2—TA SP 1 CS 4 4 SHOWN 3 250W Kew Ave. ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. DETECTOR SENSOR SCHEDULE ' ,' / , �'' ,' Z B.P.B.= BICYCLE PUSH BUTTON ♦SINGLE-SIDE STREET NAME SIGN w/TEXT FACING TOWARDS STREET. SENSOR CHANNEL DETECTOR CONTROLLER LOOPS PER SENSOR CHANNEL DETECTOR CONTROLLER LOOPS PER , j i j • ROTATE LUMINAIRE 90' C.C.W. N0. INPUT CHANNEL N0. INPUT CHANNEL � / 1 1 1-N-04 4 2 9 , - - - Z , ,, PHASE DIAG= RAM 2 2-N-04 4 1 2 1-W-05 5 1 2 1 3-N-04 12 3 1 0 1 2-W-o5 13 3 Q ! . 2 4-N-04 12 2 2 - - - 2 - - - 2 1-E-06 6 2 4 1 - - - 1 1 2-E-06 14 4 �y 1 2 - - - 2 - - - � � / �; 4 01 02 03 04 2 - - - 2 - - - � � 4- - 2 6 14 X 4 (fit)DLC 2 - - - 2 1 - - - 1 EVP 06 EVP 3 3 7 2 - - - 1 5 2 EVP 02 & 05 EVP 4 - - � � / ! �(� / \ � � 1 1-W-02 2 2 1 - - - _ I P DEESQUADRTRIAN/BICCYCLEDETAIL PUSH BUTTON LOCATION 8 2 2-W-o2 10 4 16 2 EVP 04 EVP 6 - I I (TOP VIEW) 05 06 07 08 - - _ 12Ny� I — � I I , I t 15' + I - - - - - - I — — 1 I ' I I � 1 l TRAFFIC SIGNAL EQUIPMENT-� 12 I 12 III 12 l I 12 MAINTENANCE EASEMENT 1 1 1 1 i i I i I (TYPICAL) - - - - 13-N-�# 1 I - - - - `ANE I I ! I VICTORIA GARDENS i 1 1 1 1 1 1 1 1 \` I / I I I I ' ► ( I 1 I I ,I � I 1 I I 1 1 1 1 1 I I I I I I I I I I II EASEMENT I I I I I I 1 I 1 1 1 ATROADWAY 4 I I I I I } I 1 I I II 1 I 1 1 1 1 1 11 C.L. (REF.) - I 1 �\ I I iII � I I I 1 © ,R/W 04 -�"_ 1 Tp - CIMjT - - - - - - -„- - -4 - - - - - I 6 _ _ — - - - - - _ _ - - - - � I I - c /A EXIST. C/G (TYP.) _ - - - - �6 _ _ _ - - - - - - (1)DLC _ �� _ _ - - - o� _ I . I I I - _ 4 (1 D J06 I RS LUMIN. POLE , - - ; - - % 5 R34-2 I I - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- EXIST. EXIST. RAISED I i I _ _ _ _ -_ -_ - _ - - - � - - - --- STA. 118+79.00 VICTORIA GARDENS LANE �+ - - - - - - - - - - - - - - + _ - - - _ - _ _ - - - M-EDTAN_ I - - - _ - - ��n - - _ - - - � - _ .t IN­. HOLE- T TA. 10+00.00 KEW GNU€ - _ _ - _ - - - - - _ _ _ - - - - - - - t t - - _ - - G - - - - TO 119+00I _ - 2- i- __ - _ - - R34- - I - _ _ _ - - - - - - - _ (4)#10;(22#12 —1 I �� --- T 1� »IGH— — — - - _ - - - - -4 -- - - /0 - - - - - - - - - - _ - - - - - - - - _ - - _ _ - - I _ �2 5-I- I (1)DLC --- - - - (8l(3)#6 - - - EXIST. C/G (TYP.) �- `�' - - I - - - � - - = _� - -” _ - - - - -- �- - - -- -- - - - - - - - - - - - _ - ` - - - RS LUMIN. POLE I (�1 R3 1 `t SEE DETAIL 'E' I I � _ �- - - L - - - - ! = _ � = - - - - - -- --- __� 9 TO MONET AVE. - - -_ - - - - - (SEE SHEET 18) — _� _ ��� - T - - - �- - �� _ - _!-- E9 TO NORTH MAINSTREET _ ----- ---- EE SHEET 2 1 - - --- —-- _ --- ----- _ - l�1 - -- - - - -�- (SERVICE POINT TBD ) r� NO. REVISION DESCRIPITION DATE ACCLPI LD U ZK \y5 31' 52' CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES (THIS SHEET}: E T TRAFFIC SIGNAL AND LIGHTING PLAN ❑1 FURNISH AND INSTALL 8-PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, © FURNISH AND INSTALL 3"C w/PULLROPE AND (3) #6 CONDUCTORS, PER VICTORIA GARDENS LANE WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND BEFORE BEGINNING WORK. AT FOUNDATION PER DETAIL 'A' ON SHEET 21. FINAL LOCATION TO BE ❑7 FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER DETERMINED BY ENGINEER IN THE FIELD. CABINET. KEW AVENUE �2 FURNISH AND INSTALL MODIFIED TYPE III-BF 120V/240V SERVICE EQUIPMENT ® FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS INDICATED. Q ENCLOSURE, WITH ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, SEAL /;PF'ROVEr'w DATE O 9 2" CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT CABLE (SEE SHEETS QRpF ESSION �. TWO (2) 30A-1 P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND 25 AND 26 FOR DETAILS). ��p 9� CITY ENGINEER R.C.E. No. 24953 0. ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE ERT K y p DESlUty Bl' RECOA�t�FIvC)E-C: CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. SCALE: 1 " = 20' FOR GENERAL T I V A F F IC �y J.REJNIAK engineerfng SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. W � group inc. Q3 FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP SIGNAL NOTES , SEE No. 20285 '� L. .r, P� rt DIAL TWO WORKING ___-- St 0 [K X X z BEFORE DAYS BEFORE CABLE. SEE DETAIL 'D' (SHEET 21) FOR MOUNTING DETAIL ON MAST ARM. 5 0 10 20 30 * Exp. 9/30/05 TWTX ENGINEERING DESTL�I SERVICES YOU DIG SHEET 21 0 F 2 6 E TA\AKA 20201 S.W. �I, Ste. Suite 250 Newport Beach, CA 92M 19 26 YOU DIG ® FURNISH AND INSTALL 1 1/2" CONDUIT w/CONDUCTORS INDICATED. st C/V\\- � Phone: (949) 474--OW9 Fax: (9+9) +7+-M2 7 `I� CHF(KFF P1 F51 L\E CD TOLL FREE 1 -800-227-2600 FURNISH AND INSTALL MAST ARM MOUNTED SIGN, AS NOTED ON PLAN, TF or CAI►� fe A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PER STANDARD PLAN ES-7N, DETAIL V. ROBERT R-CE No.20295 Exp. 9/30/05 /9 S'h QQ 71 4Z o-�-' �Z CONDUCTOR SCHEDULE 36' 24 POLE AND EQUIPMENT SCHEDULE — CO )IT SIZE AND RUN NUMBER (NEW) — CONDUIT SIZE AND RUN NUMBER (NEW) STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. B.P.B. POLE LOC. Hy.S.V. HORIZONTAL MAST ARM AWG SIZE --;I— AWG SIZE MOUNTED I.I.S.N.S. 1a ®I I 1 .I�i 11 I P I 1I - NI I IIII ® IIII ��I IIIf � III III IPfIlI I-1i rj 1III-II II IT OR POLE PHASE 2" 3v 4!' 4" 3" 3 4" OR POLE OR CIRCUIT 4!'- NO. Dr7 OR CIRCUIT NO --- SIGNAL LUMIN. (SEE DETAIL SHEET 21) CABLE TYE I_ i CABLE TYPE TYPE HEIGHT M.A. M. . MAST ARM POLE MTG. 0 UAD 0 QUAD B C E Luminare LEGEND BLIII Z� zi� Izi� zi� zi� Z� zi� � Z � AZ�� zi� POLE A #10 LUMINAIRES 2 2 1 2 2 2 2 2 2 26-4-80 30 40' 15' 4' 13' 20OW North Ma*nstreet B 41 CD 6 SIGNAL SERVICE — — CD 12 + 2 1A 10 TV-2—T SP-1 _CS 2 1 — 131 3) CONDUCTOR C 4 2 1 1 01 2 2 2 1 4 4_0 19-4- 30 30' 25' 15' 2—MAS SV—1—T SP-1 —CS 2 1 — 4' 14' 20OW V'ctor*o Gardens Ln. D 4 2 2 2- X2 1 2 02 — 1 2 2 2 2 2 — 5 5 30' 15 —1—T —1 _CS 4 2 1 14' 3 20OW E 6 4 1 04 5 — — 15 SV SP 4 2 DLC 05 — 2 2 2 2 2 ul I LU 26-4-80 30' 401 151SP-1 —CS 4 2 — — — 4 1 14' 20OW North MaInstreet IF I (TYPE PIC") 0 z 3 9.3 �O6 2 2 2 ul _j —2—T —1 6 37, yi yi 3 1 A 10 TV SP 6 CONDUCTOR H 6 (.0 4 4 4 Irl- 61)( — — —Y2 2 2 24-4-80 30' 35 15' 2—MAS SV—1—T SP-1—1 ® 6 3 3 20OW V*ctor'a Gardens Ln. 12 TOTAL 3 1 2 3 3 R R 5 5 9 4 4 8 17 17 PEDESTRIAN/BICYCLE ----F - - 1 3 Y5 !,"2 4 0 1 1 2 1 1 L 4 z PUSH BUTTON LOCATION 15 30' 1 — - — SV-2—TA SP-1 —CS �X:3 r4 20OW #12 2 2 2 2 — 2 9 CABLE 4 (TOP VIEW) I E EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. I B.P.B.= BICYCLE PUSH BUTTON DETECTOR SENSOR SCHEDULE PHASF. DIAGF:tAM cc SENSOR CHANNEL DETECTOR CONTROLLER LOOPS PER SENSOR CHANNEL DETECTOR CONTROLLER LOOPS PER 0 NO. INPUT CHANNEL NO. INPUT CHANNEL 1 — 9 --------EASEMENT 2—W-04 4 1 2 1—S-05 5 1 (11)D I AT ROADWAY 1 3—W-04 12 3 1 2—S—o5 13 3 r C.L. (REF) 2 2 4—W—o4 12 2 2 — — 1 5—W-04 12 2 1 — — 1—N-06 6 2 1 24-0 I— - I— I CD 01 02 0,3, 04 0119,011 1 PNI'milm! 1 2—N-06 14 4 91 2 1—E—X 03 x-3 2 — —01 5 1 2-—E 16 13 -------- 22—N-01 9 3 1 4-&- 4- 6 14 — TRAFFIC SIGNAL 12' 1 12' 1 12' 1111 12' 12' 2 2 — EQUIPMENT MAINTENANCE I I I I I 1 — 1 EVP 01 & 06 EVP 3 EASEMENT (TYPICAL) 1 34-0 11 1 0 5 6 07 08 7 15 1 1—S-02 2 2 1 EVP 0.5 EVP 5 8 16 2 2—S-02 1 10 4 2 P 04 EVP 6 _j 2 G r 3 1 VICTORIA GARDENS LANE E IF H till % 6 EXIST. C/G (TYP'.) T 03 6 S E D ETA� E' P3 11 VE CC) 0 STA. 135+41.77 VICTORIA GARDENS LANE 6 STA. 36+29.20 NORTH MAINSTREET 4 (1)DLC 139+00 EXIST. RAISED 3 01/06 —IIIk—N RS LUMIN. POLE RS LUMIN. POLE 5 3B+00 13500 137+00 1 6+ $ P 0 231 TO 5 V 14 5'x6' x6' 5 Nt EXIST. RAISED CD 02/05 N LINE >\ 4 U CII 1 4 4=> n 0 C14 /IT 1 7 LO EXIST. C/G; 04 �EE DETAIL 'E' 02 4 (1)DLC 5 �SHEET 5) 9 9 2 ..... 04 \ 10 6 6 . ...... . .........— 0 (SERVICE POINT T.B.D.) % D ISE 9 TO KEW AVENUE T— 6 ® (SEE SHEET 19) 4 1 8 8 (4)#12;(2)#10 7 1 5 8 (3)#6 (3M SIQ4� CONSTRUCTION NOTE������� 71 ' C H PIC W Nlr_ FURNISH AND INSTALL 8—PHASE NEMA CONTROLLER IN A TYPE 'R' CABINET, FURNISH AND INSTALL 3 /PULLROPE AND (3) #6 CONDUCTORS, PER TIT —7 WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TO ACCOMMODATE S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER 48 HOURS 6 �3 lcl:) 9 C.0 No.31681 OPERATION PER PHASE DIAGRAM. CONSTRUCT CONCRETE PAD AND BEFORE BEGINNING WORK. ----TRAFFIC NAL EV FOUNDATION PER DETAIL 'A' ON SHEET 21. FINAL LOCATION TO BE FURNISH AND INSTALL EVP PHASE SELECTOR EQUIPMENT IN CONTROLLER EQUIPMEN MAINTENANCE I REVISED TRAFFIC SIGNAL LOOPS SIGNAL PRASIt4C, 7/10/07 j 8&— DETERMINED BY ENGINEER IN THE FIELD. CABINET. EASEMENT (TYPICAL) —BF 120V/240V SERVICE EQUIPMENT I II FURNISH AND NSTALL MODIFIED TYPE 1110 FURN SH ANDNSTALL 2" CONDUIT WITH CONDUCTORS INDICATED. ENCLOSURE, WITH ONE (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNALS, tam!'' NO. REVISION DESCRIPITION DATE ACCEPTED 110, 2" CONDUIT WITH FIBER OPTIC SIGNAL INTERCONNECT CABLE (SEE SHEETS TWO (2) 30A-1P CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND 25 AND 26 FOR DETAILS). ONE (1) 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. THE CITY OF RANCHO CUCAMONGA CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK—UPS. SCALE: 1 20' , SEE ALSO SPECIAL PROVISIONS AND CITY STANDARD PLAN 407. 12' 1)2' 1 12' FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR AND EVP I I TRAFFIC SIGNAL AND LIGHTING PLAN CABLE. SEE DETAIL `D' (SHEET 21) FOR MOUNTING DETAIL ON MAST ARM. EAS EM ENT 5 0 10 20 30 AT ROADWAY FURNISH AND INSTALL 1 1/2" CONDUIT w/CONDUCTORS INDICATED. C.L. (REF) VICTORIA GARDENS LANE FURNISH AND INSTALL MAST ARM MOUNTED SIGN, R34, PER AND —7N, DETAIL 'U . STANDARD PLAN ES NORTH MAINSTREET 0 SEAL APPROVED BY: DATE D E S S CITY ENGINEER R.C.E. No. 24953 0 DESIGN BY.- 7_1I1_ RECOMMENDED: C6 C= CURB ?I- I engineering CL-11 "( J,REJNIAK tvvvvvvvvvvvwwwvv~ vvvvvvvwwwvm WTER I 0z groupo inc. 0 m FOR GENERAL TRAFFIC No. 20285 IN 4- DRAWN BY: SHEET: 0 DIAL TWO WORKING TRA C ENGIN RING - DESIGN SERVICES— U) I Exp. 9/30/05 1 N BEFORE WMI DAYS BEFORE E.TANAKA 20201 S.W. Bi1rch Street. Suite 250 - Newport Beach. CA 92660 20 26 0 YOU DIG SIGNAL NOTES, SEE of LU YOU DIG CD I Phone: (949) 474-0809 Fox. (949) 474-0902 0 CD + I CHECKED BY: DRAWING NO.: TOLL FREE 1 -800-227-2600 00 SHEET 21 OF 26 1 e _"'_ v. 0 4f 24 OF ch\'O N r') - 0) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT — --------------- ROBERT KAHN R.C.E. No.20285 Exp. 9 / -9/9 — 0 WE 2"4�"2 AWG SIZE 4 —40 OR z Z�� CABLE TYPE Iff � Z� E B 2 C W4 2 E2 9 '4 ETtO�TA 51 E I I 2 2 PS PJER 1ANNEL 2 E�P 5 EV N SIDEWALK CABINET 1 .......... CURB z K [lei :.~.:...~...:................. I L ...........:...`:. EXISTING ................... YELLOW LINE IIIAq OR MEDIAN CURB FACE .. e.: ` , .•............... q........ ' ~ ;~ . 1510,a 1 FOUNDATIONA-A60PLAN CONCRETE CASE 1C: 4' POT aST_ PAD 7 Cq *'] LEFT TURN LANE (0 I " I 00 SIDEWALK 04 , 1 a, : 1 , THRU LANE CURB /-- CONCRETE CONC. 0® : ~ PAD LO PAD EXIST SIDEWALK GRADE CURB 0 I.I.S.N.S. LEGEND DETAIL a.. :...:..:...... ...... . . . . I NE— ...... . ............ c-Al C) ::...,........T.......... . . 1 , THRU LANE U) FOUNDATION SECTIONB-B L GENERAL NOTES CASE 2 (L 41. I I Y LIGHTING L " LI " AND STANDARD SPECIFICATIONSJULY, 1992, AS SHOWN ON THE PLANS AND I TURNINGLINE ARM L t— 'a) THE ECIAL PROVISIONS. CONCRETE PAD a 1 ' 60a , 2. TRAFFICI I , MARKINGS AND LEGENDS PER CALTRANSISIGN f T SIE L SPECIFICATIONS, fC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CABINET TURN LANE (Ti SEE REMOVABLE 48 CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIFES AND „ PAD ^0.R.. .�• . : 1 a L ------------------ . I STRIPING SPECIFICATIONS EXIST. > PUBLIC WORKS CONSTRUCTION, LATEST EDITION. **. . ewP ........ 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL SIDEWALK it ...... ............... .. A� F URB FACE CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR ' E :............................: SERVICEILI :4:.:p:n:,:°::LL:,:::_:µ:,: ::P:a::':? TYPIC' I I , I I I ILI :. :.... CURBIN LEFT TURN i� $ Ken 63UU SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE �, Tiiii_iiiiiii�_z WIDE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT 3 CONC, FOUNDATION LANES GREATER THAN 10 2" COUPLING T FOR UTILITIES C , BUT OTHER UTILITIES a „ SIGN WIRING DISTANCESECTION C-C LOOP DETECTOR PLACEMENT OR (NIPPLE & PLAN (REFER TO PLAN FOR , " „ OTHERS.CONNECTORS BY OBTAINEQUIPMENT, LIMIT ILOCATIONS PRIORCASE 3 TO ADVANCE DETECTORS) ------- I . PERFORM PRELIMINARY STRIPING LAYOUTPRIOR LOOP DETECTOR LAYOUT. DETAIL "B" . LOOP DETECTORS SHALLY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS I CABINETTYPE 2'R" a STO CABLE, HANGING THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. DETAILPAD HARDWARE & SIGN BY OTHERS 7. VEHICLE INDICATIONS SHAL ", PULLBOXES NO. 5 AND CONDUIT " RIGID METAL, DETAIL wAw ARM TUBE SIZE GENERAL NOTES: EXCEPT AS SHOWN. ALL VEHICLE INDICATIONS SHALL BE L LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS . ELECTRICAL SERVICESL BE 120/240 VOLT. PROVIDE CIRCUIT as " x 11 GA. SHAFT STEEL OF 48,000I MINIMUM YIELDFABRICATION I ( , ILLUMINATED I 1 , AND SAFETY LIGHTING BASE PLATES ASTM A-35 STEEL STEEL (ONE 30 AMP PER 1 . COORDINATE SERVICEDETAILS & FLANGES AND I T ,a as L I I V . I I . BACK CLAMP 60-7 WELDS GROUND FLUSH I L 9. THE CONDUCTOR SCHEDULE IS INSTALLATIONI LI Y. I BOLTS( SI7 LONGITUDINAL L LL F L IFIf ' III IDE THE CORRECT CONDUCTORS I I I . FINISH I SIGNAL POLE STRUCTURE HOT DIPGALVANIZED DTER AT ' ABOVE HARDWARE HOT DIPGALVANIZED —1 FINISHED DESIGNITERIA UTILITY COMPANIES VEHICLEEMERGENCY STRUCTURE IN ACCORDANCE WITH "SPECIFICATION FOR SOUTHERN CALIF I I357-6240 PRE—EMPTION DETECTOR & HARDWARE STRUCTURAL SUPPORTS OF HIGHWAY SIGNS, DAVID QUEZADA) LUMINARIESR CLAMP I SIGNAL. 1 (CONTACT CALIFORNIA t I I "SPECIFICATION VI PACTEL 800 422-4133 Uj I I SIGNS, RED I I SIGNAL. 1 CUCAMONGA COUNTY WATER 01DISTRICT 7 (WATER AND SEWER) . . ` 1 1 I I 7 %j ui D. DEBURRED YELLOW a 12 0 CLAMP o I L „ I „ „ MAST ARM GREEN -J— DIA. HOLE IN ARM 10 CURB/BERM L LI SUPPLIEDRAMP OR EDGE 11 F SHOULDER WITH TYPE a —1 L (HO�LB I GREEN SCREW E D � I I 7jT I�PILOT L TRAFFICILL as RADINDICATIONS NOTCH OR �=L IIEMERGENCY VEHICLE I IDRAINAGE 1 A. DETECTOR MOUNTING DETAIL I L DRILLNOTE: FOR "B", "C" AND "E" DIMENSIONS, SEE POLE (FIELD DRILLED) SIGN TAB DETAIL N.T.S DETAIL OEO SCHEDULE, OR AS DIRECTEDENGINEER (TYPICALDETAIL I'D" I L POLE PLACEMENT, UNLESS SIGNALNO. REVISION DESCRIPTION DATE ACCEPTED HORIZONTALAND EQUIPMENT LOCATIONS .I. . . . CITY OF RANCHO CUCAMONGADETAIL wCw TRAFFIC SIGNAL DETAILS VICTORIA GARDENS LANE, MONET AVENUE TO NORTH MAINSTREET L APPROVED BY: T DFESS/ CTY I Ij w 0 .C. , 0. 24953 'c6- CJ.REJNIAK DESIGN BY. RECOMMENDED: engineering mne. ,i WORKING DRAWN BY: SHEET- 0 DIAL TWO 9/30/05 x / '/ '• 09 Fax: (949) 474-0902 I t 1 S BEFORE Y F E.TANAKA 20 9 S.W. ire Street, Suite 250 N ach® 92660 21 26 YOU YOU I I rn CHECKED BY: Uf ' DRAWING NO.: 0 TOLL 1 -800-227-2600 Fl,F ate A LIG VI Y L _ R0 .G. o.20295 �► ° t c h44 '070 I � t E424' 2#' A-4_ - GENERAL STRIPING NOTES (SHEETS 22 THRU 24) - - 1 ! - - _ — (1 "SIGNAL" — 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS ANDTHE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD O2 W41 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO 133, UNLESS OTHERWISE APPROVED OR - DIRECTED BY THE CITY ENGINEER. - 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND - - - - INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD O"AHEAD"' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE a FOLLOWING PROVISIONS: - — — - A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, - — — (S.A.E.) UNLESS OTHERWISE NOTED. �!�E;R1 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE o REMOVED BY WET SANDBLASTING. -, C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL I_j I TOTAL QTY. - - I N BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. � 0 CONSTR VCTi ON NOTE S (SHEETS 22-24) E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL - - a �E; EXISTING TO REMAIN. 24 Each BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. - - I - - 1 INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS.S 1375 SF P P Y F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED B p - _ THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT O INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. 41 Each STRIPING AND MARKINGS. I - - T � o� I O SANDBLAST CONFLICTING STRIPING. 465 LF G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD + I O PAINT 8" WHITE LANE DROP STRIPE-DETAIL 376. 465 LF SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). M — — INSTALLATIONS SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. (,E;R1 I - - I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE I - - SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH I)R18-2 - - ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. LV - - ,�, I I i K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN n - - I ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY Z I TRAFFIC ENGINEER LL1 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD DRAWING NO. 401 B > Q I _ LY MONTICELL O AVE. Z I I I 12'112' 112'112' 12' - - +E;R 1 I I I I I I I 2QR18-2 I I - - VICTORIA GARDENS LANE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l l l i l l l l l l l l l i l l l I r I I I I I I I I I ► I I I i l l l l — — — — — " " O -- — — � 1 AHEAD � - - - - - - - - - - - - - 50' - - - - - - - - - - - - - - - - — - - - - - - - - - - - - -- -- - -- -- - - -- - - ( i I - - - - - - - - - - - - - - — - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - loco TO 2 1 10 EXIST. C/G (TYP.)- ( R7 I I �T � +U_ LIMIT LINE � - (D10 �1 " IG �o ; - - - - - - - - - -- EXIST. RAIS`El� T - 2 R ' ��'` S NAL" r� - - - - - - - - - - - - - - - � MEDIAN 1 ( I tR - - - - - - - - - - - - - - - - - - I d N i Q +00 ^r I 108 — TTO�'JO— - - —�= - 111 + cin .�.I 104 , - - _ o TJ - - - - - - - - - - _ fi 400' TO 50'- - - - - - - - - -= - - - -� Uj -_ -- - - - - �� ;- - - - - _ -- -- -- — I I _ LIMIT LINE _jw - "AHEAD" — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - -� 1 I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - is -- -- - r� i -w 7,_NAL" �W41 ' +E�R1 j�-'�--�_- �R18-2 I I �E�R1 3Jl 12'112'1 '2,1' TYPE IV(RT) / \ / �R`18-2 NO. RE`✓ISION DESCRIPTION DATE AC CEP1 LL - Q2 R18-2 y,y , �y ° �� CITY OF RANCHO CUCAMONGA SCALE. 1 - 40 1DTYPE IV(RT)�� TRAFFIC SIGNING AND STRIPING PLAN 10 50 20 40 60 OR1s_2 �,��4 1/, // / VICTORIA GARDENS LANE, E/O MONTICELLO AVE. TO STA. 114+00.00 c , / X SEAL p ESS/� � APPROVED BY � DATE CITY ENGINEER R.C.E. No. 24953 f1i \ / / \ / o v � / `� ', DEs�;� ML'R9 R��ffflg RECOMMFNI)M \� ,� REJNIAK group,inc. cc /`. / +E'R1 /��; DIAL / / . AHEAD TWO WORKING " No. 20285 '� DF.�,,.�, e� N BEFORE �*. DAYS BEFORE / / * Exp. 9/30/05 TUMC EWMEERM 'apt' SMOMS 22 26 f / �\ � , * E TA'�AKA � s.w. � sc►�c, surta 250 Newport Bso�,, CA 92680 of � o YOU DICT YOU DIG I� /' '� W41 sl CIV\ �r ana,e: (s4s) 474-oeos Fax: (sem) a4-oso2 0 TOLL FREE 1 -800-227-2600 \� \ / ;I " " �lF �f CAV�� CFr, hEr: e; GA Dr+�,�'. n(; NC; A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �/ / SIGNAL ROBERT KAHN R.C.E. No.20285 Ems. /30 9 r g C Sh e(7, 4 4 5 o-r 57� �ENR1 GENERAL STRIPING NOTES: r -- - -- - ---- -- - -- --- - — , \ CONSTRUCTION NOTES THIS SHEET ONL : TOTAL QTY. 1 . FOR GENERAL STRIPING NOTES, SEE SHEET 22 OF 26. \ \ �' �E; EXISTING TO REMAIN. INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. SEE SHEET 22 OF 26 FOR �E�R 1 \ \ \ O TOTAL STRIPING QUANTITY ,\ E;R1 O2 INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. SANDBLAST CONFLICTING STRIPING. \ \ \ ® PAINT 8" WHITE LANE DROP STRIPE-DETAIL 37B. 02 W41J \ \ � \ w73A-� \ O"SIGNALz\ \ �E;R1 \ o 01 "AHEAD A, -fq N / o0 .. O R 1-1 9-.1 2 35t i EXIST. C/c (TYP.) \ 01 TYPE IV(RT) y x Q _ SIGNAL R10 � I , 1 TYPE IV( T) 44, - ` � OW4, o 5° 29I12' 12' 12 � "AHEAD" R,AG VICT�I o i -/ -/ r — - ���-�°� R18-2 c \ ,._,\, M/T �/� \ , , _ �` � I I � � l I I ► I M I I I l I i i l l l l l l l l l �.' , , , —; ,, � � � /, , --/ _L�__ » 4Y` � � � ` � � \ \ � - `- ' J � -1� 1 1 SIGNAL �.� \ \ ` '�__�-_— 20W41 -50 _ � ' - _ EXIST. RAISED _ - _ _ _ _ _ _ - _ _ , _ » » � _ MEDIAN _ I I - - - - - - - - - - - - - _ = tom_ - - , 35O 1 AHEAD �_ - _ ---J \ 119+00 --- — __ -- -- -- ----�-- -- -------- EXIST. C/G (TYP.) (2)W56 NO REVISION DESCRIPTION DATE ACCEPTED SCALE: i " = 40' CITY OF RANCHO CUCAMONGA R` 10 5 0 20 40 60 TRAFFIC SIGNING AND STRIPING PLAN VICTORIA GARDENS LANE, STA. 114+00.00 TO 127+25.00 A SEAL APPRCV� DATE D O ��o Q?Of ESS/f) CITY ENGINEER R.C.E. No. 24953 0 ��ERT Ky y v r y^, J.REJNIAK ei'OQn inc. 9 M group, DIAL TWO WORKING BEFORE •u• DAYS BEFORE No. 20285 '° o * Exp. 9/30/05 TRAFFlC ENgMEER1NG DESIGN sExncES s * E.TANAKA 20 S.W. Street. Suite 250 Newport Deoa,. CA 92660 YOU DIG YOU DIG hone Jl C'V,� \� P : (949) 474--0609 Fox: (949) 474-0902 23 Of 26 TOLL FREE 1 -800-227-2600 lF OF cxI0 � �k�--/ Dat .-9/30 p z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ROBERT wear PME No.M85 Ems / I7 Z,9 (E'R1 \E;R1 GENERAL STRIPING NOTES: - 1 . FOR GENERAL STRIPING NOTES, SEE SHEET 22 OF 26. :777 — (>GNAL- I L � 1 - - -} I I -r E'R1 ' 2�R18-2 - - 2 W41 2 h��� u w�� ' - - - - 0I"AH D" i - - 1 10 1 - - 1 1 f z t t I N — i - - I 2OR18-2 CONSTRUCTION NOTES IS SHEET ONLY): TOTAL QTY. - I , -� )R18-2 EXISTING TO REMAIN. INSTALL THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STANDARDS. SEE SHEET 22 OF 26 FOR 1 I TOTAL STRIPING QUANTITY INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. .- i / I SANDBLAST CONFLICTING STRIPING. � PAINT 8" WHITE LANE DROP STRIPE-DETAIL 37B. I - — ,`Q 2' 12' 12' 12''12 - - = cc - - � / i ► o E�R1 O I I �o - - / I - - � 2 W7 A I / 3 1 l VICTORIA GARDENS LANE I i �R18-2 ♦ ,, ,\ � � ��` - - ! � + + + + G I I I I I I I I I I I I � I I i i l l l l l _ — ♦ ♦ I � –– �- \I � L -121 1 AHEAD -�W41 `� --- - - SIG - � 1 NA w�A 1 - - - 0 E;t� 2 R10 � - - _� IMITICINE - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - 1 �+ I - - - - = - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - _ - - � ,- - ' EXIST. RAISER -- - EXIST. C/G (TYP.) I 1 r - I - _ MEDIAN 7 - - - - - - - - -- - - -- -- _ _ - - - - - - • - - T 2 R1O135�40 — ! - - - - - - - - - - - - - - - - - - - -ate—'381 OD - -_ — 5O -- I '- O7-7777— - - - - - 1 }- - - o - - - - -- 350 a� - _ _� AHEAD �N - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - --LIM _ - - _ - -- -- -- - - - - - - - - - - I I 1 r - -- - - - - - - - � � EXIST. RAISED I 1 �2 R7 MEDIAN - - - - - �W41 ;� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ _ �- - - I `� 1 "SIGNAL" :ElR1 II I DR`18-2 II I II I 2'1112' 12' 112' II I I II I II I II I II ( I SCALE: 1 " = 40' II I w I II l o I 10 50 20 40 64 NO. REVISION DESCRIPITION DATE ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNING AND STRIPING PLAN VICTORIA GARDENS LANE, FROM STA, 127+25.00 TO N/0 NORTH MAINSTREET p SEAL pF Ess/ APPROVED PY DATE i O ��p QR �Nq� CITY ENGINEER R.C.E. No. 24953 A engineering �pgER yy yc DFs'Gr\' P) RFC,01A 171 EIEC; c No. 20285 j.REJNI K DIAL TWO WORKING group,inc.DF�.,.r. E1, — — _. SI FF- - BEFORE u DAYS BEFORE YOU oIG YOU DIG Exp. 9/30/05 ""'et NGffCVPhone! (949) 4 ,-o250 Fob�s�cEs 2 24 o, 26 * E TAtiAKA sosoi s.w. ems, sc�. s�ce sso Newport era,, a9M6096o E? TOLL FREE 1 -800-227-2600 _f /V\ f/V\ �� Cf E._.kFC: E ` C;Rl;,'. t.i 1\")A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C1` RoaExr ICAFIPI T Rc.E ►ro.2o2e5 \QQf 47 45Z CONTROLLER DAY CREEK BLVD, MONTICELLO AVE. MONET AVENUE I VICTORIA GARDENS LANE LTlco - - � I I SII I I i _ L 11 - - - -- -- -- -- --- -- -- -- -- -- -- -- -- --- O CDI LLn - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - w +� I I I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - -- -- - I I U- - - - - - - - - - -- -- b - � r- M CD I 101+00 102+00 103+00 - 104+00 ;v I 108+00I - - __ - - - - - - - - - - - --OTM- - - - - - 111 m — — _ — _ — — — — — — — — — — — — — — — — -- - - — — — _ w UJ XE Uj n v - - - - - - - - - - - - I (� -- -- ❑ - � (n /7 — - - - - - -� - - - - - - - - - - - - - - - J - 1 — - - - � - - - - - - - - - - - - - - � — � ' I ,,-� 'r U YP I �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- - II — - - - - - - - - - - - - - - - - - - I o � +T 1 _ _C - - CONTROLLER E I 'Oool� SCALE: 1 " = 40' / -l000,' 10 50 20 40 60 VICTORIA GARDENS LANE V I I I ni,� ! in A; in Q / i- ~ o - r - - - - CONTROLLER UJ LAJ —�— / NO. REVISION DESCRIPITION DATE ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL INTERCONNECT PLAN VICTORIA GARDENS LANE, FROM DAY CREEK BLVD. TO E/0 K EW AVE N U E (STA.121 +50.00) 01 p SEAL APPROVED BY DATE 0 O ��0 QRpF E S S/pN9l CITY ENGINEER R.C.E. No. 24953cc ��� RT �4,yy y� D = engineering �OVVFND�E _ L CONSTRUCTION NOTES GENERAL NOTES J.REJNIAK No. 20285 group,inc. o DIAL Two WORKING a1 FURNISH AND INSTALL 2" CONDUIT WITH SINGLE-MODE FIBER OPTIC 1 . SEE SHEET 21 OF 26 FOR GENERAL NOTES. A�" TRAFFlC EN(;INEERING DESIGN SERVICES N BEFORE u. DAYS BEFORE SIGNAL INTERCONNECT CABLE S.I.C. FROM CONTROLLER TO CONTROLLERS * Exp. 9/30/05 2j 26 * E.TANAKA 20201 S.W. sc,..c site 250 Newport eI,, CA 92b60 YOU DIG YOU DIG SEE PLAN FOR LOCATIONS-APPROX. 3850 TOTAL). TERMINATE S.I.C. CABLE) NOTE. s ���>\_ Phone: (949) 474-.OM Fax: (949) 474-0902 of ( ) TRAFFIC SIGNAL EQUIPMENT AND STRIPING l T P A ' MAX. INTERVALS. �l �`t ��wti�tiC To�� FREE 1 —800-227-2600 IN CONTROLLER CABINETS, INSTALL #5 ULLBOXES T 200 AX. SHOWN FOR REFERENCE ONLY. F �F C���EO �,,,� �� z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (SEE SHEETS 18 THROUGH 24 FOR DETAILS) - IroaErrr Rc.E r�a.2o2ss Exp. 9—�� 14910 Shy TU 05.p 5z o � // / SCALE: 1 " = 40' c� / 10 5 0 20 40 60 A� w v � 44 Are o c 1 ` _ _ �-o O / / m / NORTH MAINSTREET Nl- \ .M�r ��` , ! VICTORIA GARDENS LANE 0 `\ V 1 0 35}0 ( — - - - - - - - - — 138 -3?rJO- - - - - - - - - - +00 _ _ - - - ?— 5'W Y-c 5*0 {{ � _ '1 _ .F iJil4r� - 1 � CONTROLLER L SCALE: 1 " = 40' 10 50 20 40 60 NO, REVISION DESCRIPITION DATE ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL INTERCONNECT PLAN VICTORIA GARDENS LANE, FROM E/0 KEW AVENUE (STA.121 +50.00) TO NORTH MAINSTREET p CONSTRUCTION NOTES GENERAL NOTES SEAL APPROVED DATE o o Q�pF E S S I pyq! CITY ENGINEER R.C.E. No. 24953 a1 SEE SHEET 25 OF 26 FOR DETAILS. 1 . SEE SHEET 21 OF 26 FOR GENERAL NOTES. ��``� ��gERT Kq,�y �yc DES�N y^, J.REJNIAK gr0upe ne 9 DIAL TWO WORKING No. 20285 BEFORE �u DAYS BEFORE ^w^Y� v — c~ YOU DIG YOU DIG * Exp. 9/30/05 TRAFFIC EN(�MEERMG Nel s�>wncEs NOTE: * E.TANAKA 2020 S.W. st,�c. s�rta 250 Ndwport e.«+,, a 92880 ry TRAFFIC SIGNAL EQUIPMENT AND STRIPING Jf cIV1�- �r Phi: (9+9) +7*-� Fox: (949) 47+-0902 26 of 26 a TOLL FREE 1 -800-227-2600 SHOWN FOR REFERENCE ONLY. �lF Of EAL�FO�� V�"�" -\ �A��J�v N Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (SEE SHEETS 18 THROUGH 24 FOR DETAILS) - � /9�9 ROBERT K M R.C.E No.20285 Exp. 9/30/05 c