Loading...
HomeMy WebLinkAbout1268-SCONSTRUCTION NOTES r VINEYARD AVE. W � 0 - 12' WIDE PAINTED SOLID WHITE LINE• 0 - 4' WIDE PAINTED SOLID WHITE LANE LINE 1 - 8' WIDE PAINTED SOLID WHITE LINE (DETAIL 38). I OF "4FET /2 of- /7 Fo,P li�is/E1�A,E'o �4vE- �j S'T,P/�/NG .4N0 ✓/G�!//�I/G OET.4/L � 2 -PAINTED SOLID DOUBLE YELLOW LINE (DETAIL 22) . t, 24 - 4' WIDE PAINTED BROKEN WHITE LANE LINE (DETAIL 9). �l 38 - INSTALL PAVEMENT LEGEND PER CALTRAN'S STANDARD FOR TYPE L/Gf/T ✓�'TAN0,4,PDSEE,Sf/EET3Df/7 � ` INDICATED. 7 - INSTALL PAINTED TWO-WAY LEFT -TURN LANE (DETAIL 32).' � � P,POR7SEO Cl/.PB � ONZ.S'LT,P$�¢S' 8 3 5 L/CHT -f 4Nal0,PO,SEFS//FET.34 7 ^ X 8 - INSTALL (DETAIL 4" WIDE PAINTED SOLD WHITE RIGHT EDGELINE I � V I J 4 -- - _ -- K 0 SANDBLAST EXISTING STRIPING WHERE CONFLICTING• 1A lee. B 4O' 8 * SIGNING. STRIPING. AND INSTALLATION OF PAVEMENT MARKERS SHALL I I /`rAIV / � BE PER CALTRANS STANDARD PLANS A20-A.84C. AND A -24A THROUGH /00' If A -24D (JANUARY 1988) AND CALTRANS TRAFFIC MANUAL. I- --- -- r - - 10+00 /p' -11 +00 ,� 12+00 13+00 14+00 15+00- 16+00 -"17+00 z' �— qA__��,eX197INa L/Gf/T .0TANRWAR EP F7 �— 2 E 2 4��X/_4 'T/NC L/Cf/T .STAN0,9,P0 FOOTHILL BLVD# it I I ROADSIDE SIGN TABLE E'P r`� DESCRIPTION OF REVISION I DATE "TY CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD SIGNING AND STRIPING PLAN Q�pf ESS; pNq �O R.R / APPROVED BY s DATE. CITY ENGINEER R.C.E. N0. 22397 DES I GN RE NDED W 7D1 VAN DELL AND ASSOCIATES, IMC. cr_No. 201 0111L rre MOR uw Kew O �- QAJI/ Exp.: 3131/90 DRAWN,,.., e�,rMnwrt rw SHEET Irrtrt M 4"14 014) q�t4M 11 oF 17 L. M. �19T Civic- CHEC71G N0. KE F OF CAI�� _ RCE NO 26361 � J DATE Z- FILE NO (r� fUUIHILL BLVD. SIGNING AND 61KIVINU - 59UL26.19UJr'1 63801 12U1 19 -Sep -88 13,46 / 638.01- TOTAL POST WOOD POSTS S7rRAP & SADDLE BRAC ET METFK)D "o R4 Mg EGM I rl 2-M)i E E Ed W, 6f4 N M 7,47;jt. Q �12VWV4950-rALIL'A Erol mmmmmmmmmmm��mm mmmmmmmmmmm��MEMAMMMMUMA� E'P r`� DESCRIPTION OF REVISION I DATE "TY CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD SIGNING AND STRIPING PLAN Q�pf ESS; pNq �O R.R / APPROVED BY s DATE. CITY ENGINEER R.C.E. N0. 22397 DES I GN RE NDED W 7D1 VAN DELL AND ASSOCIATES, IMC. cr_No. 201 0111L rre MOR uw Kew O �- QAJI/ Exp.: 3131/90 DRAWN,,.., e�,rMnwrt rw SHEET Irrtrt M 4"14 014) q�t4M 11 oF 17 L. M. �19T Civic- CHEC71G N0. KE F OF CAI�� _ RCE NO 26361 � J DATE Z- FILE NO (r� fUUIHILL BLVD. SIGNING AND 61KIVINU - 59UL26.19UJr'1 63801 12U1 19 -Sep -88 13,46 / 638.01- 0 00 f0f-4 kt Ito 4 'N+O----------- food z s ICA �s) @ /011290 ,& N N -9+00 8+ +00 00 6 7*00— 51 N +00 5 90 /09 '009 106 I ,P2 ` ,Pl�`-21 T �26�5% � 67,4N4P,4,eP IY74 5znWr 7414" d - KN U U KUAD VINEYARD AVENUE I FOOTHILL BOULEVARD SEE GENERAL NOTES lZg SIGNING AND STRIPING 1. All details and dimensions for traffic signs and the installation thereof shall conform to the Caltrans Secifications, Traffic �n �S Manual, and Maintenance Manual. 2. New and relocated signs shall be installed nonperforated Unistrut posts and using green anchor sleeves except as noted. Sign posts shall be 1-3/4"xl-3/411 and of suffictent . length to extend from the top of the sign(s) to between 6 and 8 inches into the anchor and 7 feet of clearance between sleeve provide finished grade and the bottom Of the sign(s). The anchor sleeve shall extend 1 to 2 inches be 2"x211x30" above finished grade and shall long. post shall be attached to the anchor sleeve utilizing Unistrut corner bolts or two right aglesto each Unistrut drive rivets at other. Attach signs to post using drive rivets or other City approved techniques. Install R26, R26Sf and Neighborhood Watch signs on 12- foot U -channel posts when street ONNEEM anommmmm JF ff light poles are not available. SC Ea 40' 3. Painting procedures for striping and pavement the Standard marker criteria shall conform to for Public Works Construction, Specifications 1988 Edition, and the following provisions: a. Paint and all details and dimensions for markings shall conform traffic stripes and to Caltrans Standarq_Sjkecificatioa,s, Traffic Manual, and Maintenance Manual legends unless otherwise noted. Pavement Rancho shall conform to City of 34.4 Cucamonga's maintenance stencils. b. Existing traffic stripes and markings that do not conform to the plans shall be removed by wet sandblasting. C. The Contractor shall furnish the necessary control points for all striping and be responsible for the markings and shall completeness and accuracy thereof to the satisfaction of the City Engineer. d. Spotting shall be completed and approved prior to any existing stripes. removal of Des and markings shall be Existing, stripes . nting new ones-, but in removed prior to painting be no case shall any section of street left without proper striping for more than 24 hours, or over weekends or holidays. SAN BERNARDINO ROA11F, VINEYAR"O'D AVENUE VINEYARD` AVENUE lop 1* ,�26(S) O W IAJ k'z�'(.�1 r 1;5+00 14+00 +00 1 0 0 67W ,00 -WIN 1 ioen N, 1 0� 2+0 4 - — — — -- — — — ------ — f 'N< _wAN BLR�ARYINO ROAN, STRIPING AND SIGNING NOTES ESS 0 F.. 100, M04 12" WIDE PAINTED SOLIITLI1 D WHE NE X k!o) 000e 0 - INSTALL 4" WIDE SOLID WHITE LINE. 03 - INSTALL PAINTED TWO-WAY LEFT -TURN LANE WITH RAISED PAVEMENT MARKERS (DETAIL 32) 0 INTED SOLID WHITE CHANNELIZATION LINE WITH PAVEMENT MARKERS So WIDEPA (DETAIL 38). '.471 4q VZ 1,1b�--117 10�ER CITY OF RANCHO CUCAMONGA TEMPLATES. 06 - INSTALL PAVEMENT LEGEND AS INDICATED, P ,�29--��7 0- - 40 WIDE PAINTED BROKEN WHITE LANE LINE WITH PAVEMENT MARKERS ( I DETAL 9►• DATE j=pCI F DESCRIPTION OF REVISION ROVE 08 - INSTALL 40 DOUBLE YELLOW LINE WITH PAVEMENT MARKERS (DETAIL 22)- Alft A 'd A Aft .ft I mir &,o A IMF UV KANVHU V V L� A tl 0 N G A R. SIGNING AND STRIPING FOR$ Mft e% ANN& C-17 I's N cc ,16 1 N A N INSTALL SN ON U CHANNEL POSTS AS SHOWN AT ALL, Exp.*. 3/No. 2631190 S A N' A dd AMW I M SPACED 0 APPROMAELY 00 A A A Aloft, m 'a t ECR' S S BIGCR'S AND XIT2or A% A t!b.. AN L) V INA E Alr% V ALONG VINEYARD AVENUE t, 0101 INSTALL SIGN AS SHOWN ON UNISTRUT POST PER GENERAL NOTES - 0- DATE& ORON LIGHT STANDARD INDICAT ED.PP ROVED BY06 R.G.E. N -.22591 REMOVE AND RELOCATE EXISTING S1 SANDBLAST ALL EXIST . ING LANE LINES (REMOVE PAVEMENT MARKERS RECOtWNUED DESIGN VAN DELL AND ASSOCIATES, INC- 4;lz S CONFLICTING WITH NEW STRIPING. Q, CIVIL ENGINEW LAND PLANOW 00 PAVEMENT LEGENDS, AND CROSSWALK SURMORS SHEET qr DRAWN 17gol CanMIONT NO 17114) 474-100 1 d= IMI K CA 0714 1 -I �Lw 'OF ING NO. CHE CE DqA I 6361 NO K Q 'DATE ILE NO SAN BER - N. / I VINEYARD SIGNING & STRIPING 453[26 1903PFt 63801 1202 12 -Apr -88 17t47 638.0' CONDUCTOR SCHEDULE PHASE DIAGRAM SIGNALH.P. M.A.M.A. VA "Alk 014 "Aft V nwkline-, N0. i Ht. 01 02 03 04 HA 00 '' vevee©s© 05 06 07 1 08 SV -1-T 2MAS SP -1-T 6 ♦ S ♦ 6' - 2.5' Foothill Blvd. (G-7) 1-A(R) 10' - - - TV -2-T - SP -1-T 8 W - 10' 2.5' - 3 26-4-80(E) 30' 45' 12' 200 SV -1-T 2M AS SP -1-T 8 ♦ o,9 0' - 2.5' Vineyard Ave, (G-7) 4 1-A(E) 10' - - - TV -2-T - SP -1-T 2 N - 7' 2.5' - ''. ": vevevosv 30' 30' 12' 200 SV -1- T 2M AS SP -1-T 2 ♦ PPB COMMON 00000000 - 2.5' Foothill Blvd. (G-7) 111111111111111019.11 ' ©©©©©©©0 10' - - - avevease - SP -1-T 4 E - 8.5' 2.5' - 26-4-80(E) 30' 45' 12' 200 SV -1-T -;SIGNAL COMMONLUMINAIRES 00000000 W ♦ -5, - 2.5' Vineyard Ave. (G-7) 8 1-A(E) 10' - - - TV -2-T veseevsv SP -1-T 6 ♦ S ♦ - -3' 2.5' - ;• assss�s� '- ` eveavae© 0000000 XTIAC"M cm PULL ROPE - - - - - - - - L CONDUIT SIZE EXISTING 1 1 2 3 3 31 Z 2 3 3 3 r C * - INSTALL ®NEW ♦ - RE-PULL ALL CONDUCTORS AS INDICATED ON SCHEDULE _ 4I6U I � 1 _ SCE SE f y/CrE 416E 8 #X5200/D9 PO/N T. EX/ST.P�� SEE NOTE 9 UT/L/TY , SFW_r /T 3"�UCT�COST!/�ll�E 7J L O/YyE� �.PD.N PULL- B.0X To PEOESZ& INSTALL 1"C, 2 DLC iI -1 I I o I ~ I � J5U EXISTING 1"C, 3 DILC EXISTING R/W t LOc'h'TE" DUCT ERST E /lT/•f/! /fir OF EX/,fT/d/6 S/PE- S ElygLiC _ 119L/l - _ _ -- Exisr-ue,B E EXISTING POLE AND SIGNAL EQUIPMENT SEE` -, E s -'� FX /ST STOPiLI �iPA/!/ L ATE.PAI� 6 . ( ) - NOTE RS EXISTING 120/240 �--/ (R) - RELOCATED EXISTING POLE AND SIGNAL EQUIPMENT � VOLT SERVICE (S0. � PEDESTRIAN PUSH BUTTON IS LOCATED ON "' SEPARATE POLE AS INDICATED ON PLAN PPB PP#HI520ZY (PPB) POLE SCHEDULE ( All EQUIPMENT EXISTING ) PHASE DIAGRAM SIGNALH.P. M.A.M.A. VA SIGNAL MOUNTING U N -A -F LOCATION SPECIAL REQUIREMENTS N0. i Ht. 01 02 03 04 HA 00 1 19-4-80(E) 05 06 07 1 08 XTIAC"M cm PULL ROPE - - - - - - - - L CONDUIT SIZE EXISTING 1 1 2 3 3 31 Z 2 3 3 3 r C * - INSTALL ®NEW ♦ - RE-PULL ALL CONDUCTORS AS INDICATED ON SCHEDULE _ 4I6U I � 1 _ SCE SE f y/CrE 416E 8 #X5200/D9 PO/N T. EX/ST.P�� SEE NOTE 9 UT/L/TY , SFW_r /T 3"�UCT�COST!/�ll�E 7J L O/YyE� �.PD.N PULL- B.0X To PEOESZ& INSTALL 1"C, 2 DLC iI -1 I I o I ~ I � J5U EXISTING 1"C, 3 DILC EXISTING R/W t LOc'h'TE" DUCT ERST E /lT/•f/! /fir OF EX/,fT/d/6 S/PE- S ElygLiC _ 119L/l - _ _ -- Exisr-ue,B E EXISTING POLE AND SIGNAL EQUIPMENT SEE` -, E s -'� FX /ST STOPiLI �iPA/!/ L ATE.PAI� 6 . ( ) - NOTE RS EXISTING 120/240 �--/ (R) - RELOCATED EXISTING POLE AND SIGNAL EQUIPMENT � VOLT SERVICE (S0. � PEDESTRIAN PUSH BUTTON IS LOCATED ON "' SEPARATE POLE AS INDICATED ON PLAN PPB PP#HI520ZY (PPB) POLE SCHEDULE ( All EQUIPMENT EXISTING ) L DATA SIGNALH.P. M.A.M.A. VA SIGNAL MOUNTING U N -A -F LOCATION SPECIAL REQUIREMENTS N0. T E Ht. AM.A. HA 00 1 19-4-80(E) 30' 30' 12' 200 SV -1-T 2MAS SP -1-T 6 ♦ S ♦ 6' - 2.5' Foothill Blvd. (G-7) 1-A(R) 10' - - - TV -2-T - SP -1-T 8 W - 10' 2.5' - 3 26-4-80(E) 30' 45' 12' 200 SV -1-T 2M AS SP -1-T 8 ♦ W ♦ 0' - 2.5' Vineyard Ave, (G-7) 4 1-A(E) 10' - - - TV -2-T - SP -1-T 2 N - 7' 2.5' - 19-4-80 E) 30' 30' 12' 200 SV -1- T 2M AS SP -1-T 2 ♦ N -7.5 - 2.5' Foothill Blvd. (G-7) 6 1-A(E) 10' - - - TV -2-T - SP -1-T 4 E - 8.5' 2.5' - 26-4-80(E) 30' 45' 12' 200 SV -1-T 2M AS SP -1-T 4 ♦ W ♦ -5, - 2.5' Vineyard Ave. (G-7) 8 1-A(E) 10' - - - TV -2-T - SP -1-T 6 ♦ S ♦ - -3' 2.5' - 113' 11' 10' 11' VARIES I CAL. EDISON) ON -EXISTING 04 � � �7U I � REMOVE INSTALL Z" C, 2 # 6 CONDUIT I d INSTAL 3-3 '`�B CONDZICTORs 3 #8 FOR LUMINAIRES AND G.F.C.I. GROUND �- ® Oxy 4 t _ _ -IN ALL NEW PROPOSED R/W 700' TO XWALK =-- 1 I I / r P1 _ RR -POLE & ATTACH. EXISTING R/W n Y � P� � /COMPLETE T 1 1 "C 3 C INSTALL #3 PB 4P, _ 03 08 08 v1 PROPOSED CURB INSTALL /2 DL n �g / — — _J LI RR -PP ,Oso; 06 Af d L I J 06P < y -EXIST. CONDUIT RR -PPB AB 05 INSTALL #5 PB 06 I 1 PC -PB RC - B VV FOOTHILL BOULEVARD 1 M , 1 06 PROP ED I 01 I I INSTAL R73-5 I I EXISTING r� - _ r_ -Ir-# r,1 L L L J\ L IJ 1 -� �,nl ------------ - - - --- - 1-1 L 405' TO XWALK l — 2130 L , 11 r I i EXISTING & --4-------------- ` - ---------�I- PROPOSED I r, 1111x1 -1 I L --� w t I L -� 1 1 1 r I-1 I - `n 1 \� I \1 1111 � \ 1111 I -- — -- — — — —— —— \1111 �1 - EXISTING 1"C, 2 DLC 0 L- - - - - - - - - - - - - - - - - I3U -PB LEXISTING 1'CIBCI-#3PB RC -PB � _ _ _ _ _ _ _��s -L � r - -�` ku © _ � I L L J L GENERAL NOTES: INSTALL 1 DLC SEE NOTE 9 PPB— - 04 I� 4 07 II I _ 08P 1. Traffic signal and highway safety lighting systems per Caltrans Standard Plans and Standard Specifications dated January, 1988, as shown on I 11 -� II r 1 r -� the plans and in the Special Provisions. EXISTING R/W 04P / 11 11 L J 1 L J I ---- I II+ _ I 2. Traffic signs, stripes and legends per Caltrans Traffic Sign Specifications, Traffic Manual, Maintenance Manual, and Standard Specifications. O �{t y �� jrN�TA�Lljl IJ 1- — - = j Pavement legends shall conform to City stencils. Reflectorize all signs, stripes and legends. I II /I 08 I I I R73-3 3. Painting procedures and markers for striping per Standard Specifications for Public Works Construction, 1988 Edition. I �� L J 11 �U I 4. Locate all substructures prior to construction. Hand dig foundations until clear of obstructions. Coordinate pole installations with I i 11 315U 1 I overhead utility or substructure owners. Phone Underground Service Alert and concerned utility companies, 48 hours prior to I L1J I II I construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct I I I It 1 I I I his operation in such a manner as to protect not only the utilities and substructures shown, but other utilities or substructures that are I ED 11 II I not shown on these plans. I II II I � 1 I I Q I u I I 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final placement. Perform preliminary striping layout prior I I u L J I J I to loop detector layout. I D I I Q I I � I 1131JL x l 6. Loop detectors shall be 6 foot by 6 foot, except as noted. Center loops in the traveled portion of the lane, except as shown. See detail hereon. I Q I II I C) 7. Pullboxes shall be No. 5, vehicular indications 12-inch,and conduit 2 -inch rigid metal, except as shown. I 1 z j II i � I I I II N I 8. Maintain existing120 240 volt electrical service. I > 1 II 1 I F� VARIES 1 11' -X4-10' --1-11' -+-13' --� Utility Companies Phone Numbers 11 l i I I 1 1 I 44 I II I 44 I Southern California Edison Co. (714) 947-8269 I I II I Southern California Gas Co. (800) 422-4133 I 1 11 I I — — l General Telephone Co. (800) 422-4133 I I II I r ->� r -1' PacTel (800) 422-4133 I L J L J I Cucamonga County Water District (714) 987-2591 (Water and Sewer) Underground Service Alert (800) 422-4133 9. Intermediate detection is to be placed midway between advance loops and the crosswalk as directed by the State Traffic Department. 10. All work involving signals and lighting shall be at no cost to the State. Accidental destruction of State facilities during construction shall be replaced in kind at no cost to the State. 11. Abandon all existing loop detectors on the east leg (Foothill) except the very advance loops located approximately 700' to the east. Abandon all existing advance & intermediate detectors on the west leg (Foothill) & on the south leg (Vineyard). All existing loop detectors on the north leg (Vineyard) will be removed when Vineyard is reconstructed. I II I I I II I &*L I I II I r -� N I L J I L J I I I q I I N I I I i I a I I i P, IRI 6A EXISTING CURB RC -PB ------ _ _-__ -___ ___ 1-1 AB -EXISTING I L J CONDUIT 7 IL 6J3U 405' TO XWALK-",*-C L lT l 1 05 INSTALL R73-5 �I_ 1 I I N W I � � �4 02 � --- - - -- - - - 02P PPB O - 3 O r 10' 15' 30' EXISTING R/W EXISTING 1"C, 2 DLC [UC -PB I L J C1% L J SEE NOTE 9 CONNECT AND JOIN WITH EXISTING 1 1-/2" C APPROX. 95' EAST OF ADVANCE LOOP, INSTALL 1 DLC. N I L J L J U NOTE: IIUST�4LL TYPE 1Y CF SERVICE EQUIPMENT ENCLOSURE fr1 I/1//TN 0U,4L METER CAPWB/L! T y. 11*. 6'x 6* Typical LOOP DIMENSION DETAILS -SEE NOTE 9 EXISTING 1"C, 1 DLC RC -PB CC INSTALL 1"C, 1 DLC (APPROX. 35' OF CONDUIT) INSTALL #3 PB o QRpF E�SIONgI cc No. 26361 A Exp.: 3/31/90 CIVI ``�o���l. Of CA , COA1774C7- PHIL GRESHAM Ar 50v77HERN CALIMRIV114 EO/SON (947-82-61) REGARIJ/N & CoNmrc T/oN TO �UNL7ER G/? O UN,D El EC TRJCAL Ff/G /11 TJ,E'S . ` PRO VI D E SFR VICE 46MCLOSURE FOR T�2AFF/C 6 SiGN9LQ•SNEET OC, CUP 87- 26 z5y DESCRIPTION OF REVISION DATE A TY CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL PLAN FOOTHILL BOULEVARD AND VINEYARD AVENUE APPROVED BY : DATE : /j/F//9_Z CITY ENGINEER - R.C.E. NO. DESIGN VAN DELL AM AMCIATM INQ REC NDED T.M.DRAM 179M CARTWRWT MW T 11 w,� a U714(714) a�,wo SjET 7� OF NO 2&361 DRAKNG NO. DATE LE NO CONDUCTOR SCHEDULE' AWG I CIRCUIT AN AIA #14 01 3 3 1 3 6 02 — 3 — 3 08 FUT. 03 3 3 — 3 04 - - - 3 05 - 3 - 6 06 — 3 3 6 04 FUT. 07 - - 3 6 08 3 3 — 3 02 PED 2 2 - 2 04 PED - 2 - 4 06 PED - - 2 4 08 PED 2 2 2 4 02 PPB 1 1 - 1 04 PPB 1 - 2 06 PPB = 1 2 08 PPB 1 1 1 2 PPB COMMON 1 1 1 2 SPARES 3 3 3 6 TOTAL__ 19 31 19 65 12 ISNS _ 2 2 2 - #10 SIGNAL COMMON 1 1 1 2 LUMINAIRES 2 2 2 - TOTAL 3 3 3 2 SERVICE 2 DLC Type B 02 2 2 — 2 08 FUT. 03 - - 1 1 04 — 2 — 2 05 1 1 - 1 06 - - - 2 04 FUT. 07 - 1 - 1 08 — — 2 2 TOTAL3 6 3 12 INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 11 1-S-02 2 2 -S -f2 2 1 1-N-06 19-4-80(N) 2 2-N-46 3 1 1-E-.4 SP-1—CS 8 2 2-E-04 4 1 1-W-00 2 2-W-08 5 1 1-S-05 TV-1—UM(4) — 2 1-N-11 6 1 3-E-04(1-E-07FUT.) — 2 34- 1-E-•3FUT. * - ALL DETECTOR UNITS SHALL BE SHELF MOUNTED AND HAVE CALL HOLD AND DELAY CAPABILITIES. TWISTED SHIELDED INTERCONNECT 1 CABI E 6 PAIR 9 PULL ROPE CONDUIT SIZE 2�4E I 2,V' * INSTALL ALL NEW CONDUCTORS FOR FUTURE 8 -PHASE OPERATIONS AND PULL ALL CONDUCTORS THROUGH EXISTING CONDUIT. I — INSTALL NEW E — EXISTING CONSTRUCTION NOTES: SCALE: 1 "=20' EXISTING EDGE OF PAVEMENT PROPOSED CURB \ PROPOSED R/W\ E N,n 2" Cl 1 D L C PROPOSED EDGE OF PAVEMENT am ABI -EXISTING CONDUIT 2" C, 3 DLC R�t�-2-so(3) 40L 11 • IAVE* \ANEYARD s m --- - i 1w �I EXISTING R/W PROPOSED CURB AB EXISTING 1" C, 01 - CONSTRUCT TYPE P CONTROLLER CABINET FOUNDATION, WITH TOP OF FOUNDATION AT 6" ABOVE FINISHED GRADE, PER DETAIL 1, CASE 2 (SHEET 15). 02 - FURNISH AND INSTALL TYPE 90 CONTROLLER IN TYPE P CABINET WITH COORDINATION EQUIPMENT PER SPECIAL PROVISIONS. © - FURNISH AND INSTALL NEW TYPE III - BF SERVICE ENCLOSURE. ENCLOSE TYPE II P.E.C. FOR ISNS AND SAFTEY LIGHTING IN SERVICE ENCLOSURE. SEE DETAIL 5, SHEET 15. ® - FURNISH AND INSTALL R34 SIGNS ON MAST ARMS ON POLES AND (7). ❑5 - REMOVE AND SALVAGE EXISTING TYPE P CABINET AND CONTROLLER EQUIPMENT. REMOVE EXISTING FOUNDATION. © - POWER POLE #1733701E TO BE RELOCATED BY SO. CAL. EDISON. * - ALL SIGNAL HEADS SHALL BE 12" LENSES ON MASTARMS, FOR EXISTING AND ULTIMATE LEFT TURNS, AND AS OTHERWISE NOTED. 1" C I 1 DLC ® � IC,IDLC 2"C,3DLC I(Z - RTYPE 1-A R SALVAGE ATTACH. 7 ABI—EXISTING CONDUIT RS-»-2-ao PROPOSED R/W INSTALL 1 1/2 if C TO CONNECT AND JOIN WITH EXISTING 1 1/2" C APPROX. 90' NORTH OF #3 PB. ABANDON EXISTING 90' SECTION OF 1 1/21' C Z (REMOVE CONDUCTORS). INSTALL 6 PAIR #19 TNTC. EXISTING R/W BETWEEN CARNELIAN/VINEYARD N & SAN BERN ARDINO/VINEYARD EXISTING EDGE OF PAVEMENT (APPROX. 800 ),REMOVE EXISTING z_ PROPOSED CURB 2" C,I 1 DLC,TNTC. CABLE. 6PAR#9INTC. :R]S 17-2-80 INSTALL 2" C 2 8 AB -EXISTING CONDUIT 2 #10 & 2 #12 3 RC -PB 2" C, 3 DLC, 4 ® 6 PAIR #19 1 2 3 S a P TL5 ,I 10*6 s� 1 RS -17-2-80 PHASE DIAGRAM GROUP A GROUP B � I r 01 02 03 future 04 -f----� N, � I � I 05 06 07 future 08 - ABI -EXISTING MAGNETOMETERS fA VIDA m See Detail 4(Sht. 15)1 F —1y O 19-4-80(N) 30 30 15 200 SV-2—UM 2MAS SP-1—CS 4 S 3' — 2.5San Bernardino R900 (N) - �— - 1—A(E) 10' — — — TV-1—UM() — SP-1—CS N) 2 W — 8' 2 5' — J EXISTING 1 1/2" Cl 26-4-80(N)* 30' 30'(40'fut) 12' 200 SV-1—UM MAS SP-1—CS 2 IN 16' — 2.5' Vineyard (N) 3 DLC 4 1—A(R) 10' — — — TV -1-11m Ll — SP-1—CS N) 8 N — 16' 2 5 — � 4 I I F I I OJ I I I I I � I I I I I �_ 16' I I 431' 33' IJ -(I I 1J � I I ZIo I 3-E-04 ~ I Q ► 1-E-07 FUT.) I Q z I I W I M 3 z 1—E-04 Q (E) EXISTING (R) RELOCATED (N) INSTALL NEW COMPLETE * INSTALL MODIFIED SHORT MAST ARM. DESIGN FOR FUTURE LONGER MAST EXISTING R/W ARM AS INDICATED ON SCHEDULE. EXISTING EDGE OF PAVEMENT EXISTING 1" C, INSTALL 1 DLC PROPOSED CURB (f) kB] -EXISTING MAGNETOMETER .�10liE Cl/,PBe_'0a77eE,P /5 E.A+ST 115OZ91w 07 All' ST,Q 2'9tSD57 TO S'Ti� 3¢ f 38.81v DESCRIPTION OF REVISI6N—' DATE AP ROVED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION PLAN SAN BERNARDINO RD. & VINEYARD AVE. V'w SrpNAI �QJa ENGINEER : DATE : I TI a O Z R.C.E. NO. 22397 DESI1 �'� ww oEu �u+c �ssoaA, INC REOOM DED No. 26361 T. M. Exp.: 3!31!90 "'"`r°'" `um """°" DRAWN 170M CTM"OMTID° 1E4 T. M. wMQ. G •2714 c71,i ,7�,.•• oF 17 Jl,�l CIV11. � NIEL NEY' OF cA���� \ CHECKED, No t¢3(Z DR16sg NO. DATE -/ ME NO 19-4-80(N) 30' 30' 15' 200 SV-1—UM 2MAS SP-1—CS 8 N 10' — 2.5' San Bernardino ROA' (N) NIX 1—A(R) 10' — — — TV-1—UM(4) — SP-1—CS(N) 6 E — 11.5' 2.5' — 24-4-80(N)* 30 251(351fut) 12' 200(R SV )MAS(N SP-1—CS N) 6 E 18 ' — 2.5' Vine ord AVE (N ) 1-A(R) 10' - - - TV-1-UM(V) - SP -1 -CSh 4 1 S - 1 17' 2.5' - (E) EXISTING (R) RELOCATED (N) INSTALL NEW COMPLETE * INSTALL MODIFIED SHORT MAST ARM. DESIGN FOR FUTURE LONGER MAST EXISTING R/W ARM AS INDICATED ON SCHEDULE. EXISTING EDGE OF PAVEMENT EXISTING 1" C, INSTALL 1 DLC PROPOSED CURB (f) kB] -EXISTING MAGNETOMETER .�10liE Cl/,PBe_'0a77eE,P /5 E.A+ST 115OZ91w 07 All' ST,Q 2'9tSD57 TO S'Ti� 3¢ f 38.81v DESCRIPTION OF REVISI6N—' DATE AP ROVED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL MODIFICATION PLAN SAN BERNARDINO RD. & VINEYARD AVE. V'w SrpNAI �QJa ENGINEER : DATE : I TI a O Z R.C.E. NO. 22397 DESI1 �'� ww oEu �u+c �ssoaA, INC REOOM DED No. 26361 T. M. Exp.: 3!31!90 "'"`r°'" `um """°" DRAWN 170M CTM"OMTID° 1E4 T. M. wMQ. G •2714 c71,i ,7�,.•• oF 17 Jl,�l CIV11. � NIEL NEY' OF cA���� \ CHECKED, No t¢3(Z DR16sg NO. DATE -/ ME NO 3' • "P" CAB.LEFT SIDEWALK PLAN 2, LSECTION „ P CAB. SIDEWALK CASE- 1THE SECTION "P" CAB. It to SI WALK- = ►7t-30' SECTION CASE Z p.' -- - - „ „ CAB SI WALK � . •. ' V 0 OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE - _- - --- TURN LANE 15' 10' (L 8 -WHITE TURNING LANE LINE - THRU LANE 10' io „ 4 LANE LINE ") THRU LANE 10' iv 04 * = w J v * w z GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN SPECIAL PROVISIONS. 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI - CATIONS, TRAFFIC MANUAL. MAINTENANCE MANUAL,AND STANDARD SPECIFICATIONS.CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION. 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. GENERAL NOTES ICONT.1 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 7. PULLBOXES SHALL BE NO. 5 AND CONDUIT 2 -INCH RIGID METAL, EXCEPT AS SHOWN. 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 IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. - UTILITY COMPANIES PHONE NUMBERS SOUTHERN CALIFORNIA EDISON CO. (714 947-8269 SOUTHERN CALIFORNIA GAS CO. (800 422-4133 GENERAL TELEPHONE CO. 800 422-4133 PACTEL 800 422-4133 CUCAMONGA COUNTY WATER DISTRICT 714 987-2591 (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 422-4133 PLAN SECTION J _ CD o 4 LANE LINE OR 8" ;,� O TURNING LANE LINE 3 L rCURB 44 EXIST. C k G THRU OR RIGHT 10' 0 I E.C.R. N cl TURN LANE * v ASE 2' 10, "P" CAB. SECTION "P"' 5' w CAB _ SIDEWALK 1.cc TOP OF FACE2�jj " CURB � . ►: VA� RIE� 0 n G »B» -»B» * 0 r O rV PLAN SECTION U m TYPE 'P• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS DETAIL 1 DETAIL 2 DETAIL 3 MOUNTED IN A RAIN TIGHT ELECTRICAL PEU SEE P.E.U. UNIT MOUNTING DETAIL ENCLOSURE FABRICATED r_� 96" OR T2" AS REQUIRED FROM ZINC COATED I I NEUTRAL BY LEGEND 8 LETTER SERIES SHEET METAL AS PER NEC TO 120 V SIGN OR LIGHTING SERVICE PE UNIT— — BREAKERS) --� r SLIP FITTER TO MATCH TOP OF I I TO I.S.N.S. I I S.P. S. T. RELAY CONTACTS SPOT 125V 12A 125V—AC 15A COIL 125V AC5000 OHMSvSIGNAL SWTCH AUTO I Fl�r W \ � _N rc v J VE WL STANDARD TEST (NO OFF) I A TOcc o::::: — _ _ _ _ _ _ — J ONTACT ENCLOSURE -9 L P.E. UNIT MOUNTING TYPE 11 PHOTOELECTRIC DETAIL CONTROL WIRING DIAGRAM WHITE LOGO OR LEGEND ON GREEN BACKGROUND I.S.N.S. LEGEND DETAIL SAMPLE ONLY 5 AMP METER P.E.U. FETY SOCKET DETAIL 4 SOCKET ABLOCKS rw-REMOVE-NO No. REVISION APPR. DATE CONNECTION REM VE CITY OF RANCH_ O CUCAMONGA CONNECT (CONNECT I I r--� TRAFFIC SIGNAL PLAN ----- ---»--- f �----�i�-REMOVE-NO RD. AVE. I SAN BERNARDINO a@i VINEYARD CONNECTION 30 AMPC 50 AMP' GENERAL INFORMATION AND DETAILS 0A N 08 15 A P. I/O EQUIP. UNMETERED mlo Nq ��o4R. 1/0 SERV. GROUND Tk� R f` 22397 q�iJ�` 'y, GROUND Q �' CITYENGINEERR C.E. NO. �+ F/- G� Q� TO I.S.N.S. Li TO CONTROLLER TO C_j DESIGN VAN DELL AND ABMIATES. INC. REC-,0 MENDED PHOTO ELECT. LUMINAIRES CIV, aWINUA. W T. M.$Vxvtym °C No. 26361 CONTROL Exp.' 3f31/� � DRAWN ;;�„� �`"`;;;.ROA° 91* ��1� SHEET SERVICE WIRING T. M. OF _L__ l9jE DETAIL 5 OF CAL��CHECK D _ CE N0. 26361 DG NO. DATE IR -88 ILE NO.. -I -* / SEF 5yEET /2 Of �7 � )S HEMLO CK STREE v`NE`(PRD STRIPING NOTES 10 12' WIDE PAINTED SOLID WHITE LINE 10 INSTALL 4' WIDE SOLID WHITE LINE 104 8' WIDE PAINTED SOLID WHITE CHANNELIZATION LINE WITH PAVEMENT MARKERS (DETAIL 38) 06 INSTALL PAVEMENT LEGEND AS INDICATED PER CITY OF RANCHO CUCAMONGA TEMPLATES 10 4' WIDE PAINTED BROKEN WHITE LANE LINE WITH PAVEMENT MARKERS (DETAIL 9) 10 INSTALL 4' DOUBLE YELLOW LINE WITH PAVEMENT MARKERS (DETAIL 22) mENOE SANDBLAST ALL EXISTING LANE LINES (REMOVE PAVEMENT MARKERS). PAVEMENT LEGEND. AND CROSSWALKS CONFLICTING WITH NEW STRIPING. SEE SHEET 12 FOR GENERAL STRIPING NOTES O 10 ol I•- ��m 1:4 a; S REDH I LL COU N TRY CLUB DR. 1 60, PEI�E��i✓G CU,P' - I L4 CARNELIAN STREET pp801 ellJUIN � 0 7" �aOFE_=SfONa. CUCAMONGA DETOUR PLAN — 396[26.190]PFt 63801 473 09—Aug-88 14s43 / 638.01