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HomeMy WebLinkAbout1860 BENCHMARK (ELEV: 1342.346) CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10063 DESCRIPTION: 2" BRASS DISK IN CONC. STAMPED "DIVISION OF TRANSPORTATION EAST VICTORIA" AT THE CENTERLINE INTERSECTION OF EAST AVENUE AND VICTORIA STREET. CITY OF RANC110 CUCAMONGA _ _ F czaUnderground , :. , F I ,-, T I M ,.�.� a r 71 Service Alert ' t� _ �` Call: TOLL FREE 1-800-422-4133 FROM EAST AVEh,--IUE TO MULBERRY S EET TWO WORKING DAYS BEFORE YOU DIG GENT. NOiES: 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 supplement. AB13REYl ONS 2. Public and Private utilities and substructures shown hereon aro from available records. The 4 PT ANGLE POINT Contractor shall be responsible for protecting all utilities and substructures as shown within the AC ASPHALT CONCRETE Po P 9 A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION construction limits of this project and shall be responsible for any damage as a result of the 29' 37� AVE AVENUE construction operations. 15' 14' 14' 23' BC BEGIN CURVE , BCR BEGIN CURB RETURN 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two BLVD BOULEVARD ` ICN working days prior to construction or regarding any problems. 6' BM BENCH MARKS i BoS/W BACK OF SIDEWALK < Southern California Edison Co. 909 357-6240 12' 8" CURB AND CAB CRUSHED AGGREGATE BASE AfntondRd *yQ Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 SAW UT �G 24" GUTTER C.B. CATCH BASIN HklaieeR L W so^Av Southern California Gas Co. - EMERGENCY ONLY 800 427-2000v CB CUCURB RB FACE ` Southern California Gas Co. - Som Martin 909 335-7527 1 t3anyan Sr 0 210 ira@ Way Verizon Telephone Co. - Fronk Angustain 760 245-0330 °c 4��R� O� 37' 29' CFS CUBIC FEET PER SECOND ,tarn stCucamonga County Water District - EMERGENCY ONLY 909 987-2591 1428 ra 1428 19' 18' 18' 4" AC OVER CENTERLINE Cucamonga County Water District 909 483-7440 R/1N 4" CAB CCWD CUCAMONGA COUNTY WATER DISTRICT8aeelkxRPROPOSED R 4, CMP CORRUGATED METAL PIPE RETAINING CONC. CONCRETE 1400 1400 D/W DRIVEWAY FoothtoBt foothin�a . 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho WALL E ELECTRICAL Cucamonga Fire Department and any affected school district 72 hours prior to construction to advise �. •8 O O E'LY EASTERLY Arrow Rt ArrawRt them of any detour and/or road closures. 1424 1424 `'� `'� EXISTING EC END CURVE o Freeway_Rh�` 8" CURB AND °� tij�� SIDEWALK ECR END CURB RETURN �masc: 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 24" GUTTER I \ I 1.42 —2.04% EV ELECTRICAL VAULT a 4 > «nst 477-2740 ext. 4075, Monday — Thursday, and at least two working days prior to the construction start date. 4" AC OVER EXISTING \ 1396 I _._ r. 1396 FG FINAL GRADE FH FIRE HYDRANT - r p - 10 F .tn 4" CAB PAVEMENT FL FLOWLINE :1 5 1= 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or FPS FEET PER SECOND = _ = s encroachment within any City of Rancho Cucamonga easement or rights—of—way. 1420 1420 8 CURB AND FISHER DRIVE FS FINISH SURFACE _ 24' GUTT R G GAS LINE 7. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall I I ` IGB GRADE BREAK LOCATION take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said " 1392 ( 0 EXIS INC 1392 GM GAS METER —__ WT TO SME underground utilities, pipes and structures. 30 CSP (EXI T.) \ GRX GTE GENERAL TELEPHONE GTR. GUTTER ZHP HIGH POINT 8. On the date and at the time of the submittal of the bidders proposal the prime contractor shall possess 1416 ' FISHE DRIV 1416 0 - - 8" URB AND INV INVERT any and all contractor licenses, in form and class as required by any and all applicable laws with respect 24" GUTTER LAT LATERAL to any and all of the work to be performed under this contract; including but not limited to a class "A" 10+ 50 -� U LofG LIP OF GUTTER license (General Engineering Contractor) sufficient to cover all the work to be performed by the prime f f 1388 - 1388 LT LEFT contractor in accordance with the provisions of the contractor's license low (California Business and —40 —20 0 20 40 mm METER ER Professions Code, section 7000 et. Seq.) and rules and regulations adopted pursuant thereto. 1412 U 1412 MED MEDIAN M.H. MANHOLE EXISTING SURVEY MONUMENTATION M.W.D. METROPOLITAN WATER DISTRICT N'LY NORTHERLY All existing survey monuments that will be disturbed by this project shall be protected In place. Any PCC PORTLAND CEMENT CONCRETE monuments disturbed shall be referenced and reset by the City's Construction Surveyor in accordance with —40 —20 0 20 40 PRC PONT OF REVERSE CURVE Section 8771 of the California Surveyors Act. Monument locations found by record search are shown on PVC POLYVINYL CHLORIDE the plans and full descriptions are on file. None of the noted monuments will be disturbed by this O/L PROPERTY CS)INE project. RC RELATIVE TYPICAL CROSS SECTIONS AT SELECTED STATIONS R.C.P. RENFORC DOMPACTION CONCREETE PIPE RT RIGHT EJ— CALTRANS MONUMENT, NO REFERENCE SEE CROSS SECTIONS (SHEET 5) FOR ADDITIONAL SECTIONS RSBCFCD TE ESN BERNARDINO COUNTY FLOOD CONTROL DISTRICT S.C.G. SOUTHERN CALIFORNIA GAS COMPANY HORIZ: 1 LEAD AND TACK TAGGED RCE 17788 ON CURB, PER MB 246/96. SCALE: "=ZO' S.D. STORM DRAIN VERT: 1 "=4' S'LY SOUTHERLY ST . STAT 1— 1" I. P. TAGGES LS 4693 PER MB 218/10-14 STA STA. STREETN L�. STATION ST STREET Ey— 8" SPIKE TAGGED LS 4693 PER MB 246/96 T/W TOF IOP L BERM CONSTRUCTION NOTES: STRIPING NOTES: TC TOP OF CURB 8" SPIKE AND WASHER TAGGED RCE 17788 PER MB 246/96 1 SAWCUT T.F. TOP OF FOOTING T.G. TOP OF GRATE 1" I.P. PER RS 70/98 2 ONSTRUCT 8" CURB AND 24" GUTTER (WITH TRANSITIONS TO 48" WHERE NOTED) a--THERMOPLASTIC 12" SOLID WHITE UNE PER CITY STD. 133 TW TOP OF WALL PER CITY S . 104, DETAIL A2-8 2 THERMOPLASTIC LEGEND PER CALTRANS STD. A24C OR A24D W LY WES WATER TDRLY • " " WM WATER METER 7� 3/4 LP TAGGED RCE 7344 1 S, 0.07 E PER RS 70/98 3 ONSTRUCT 4 AC OVER 4 CAB PER CITY STD 100-A WV WATER VALVE 4 ONSTRUCT TYPE 1A RETD REINFORCED CONCRETE RETAINING WALL PER CALTRANS S . 3 PAINT 4» SOLID YELLOW CENTERLINE, WITH TYPE D REFLECTORS, PER CITY STD. 133 BASIS OF BEARINGSBEARINGB3-3 WITH 6' STEEL FENCE ON TOP PER CITY STD. 608 THE BEARING OF N89'53'40"E FOR FISHER DRIVE., PER PUT RECORDED IN BOOK @—CONSTRUCT 4" THICK PCC ACCESS RAMP WITH PER CALTRANS STD. A88A CASE C RELOCATED (REF. CONSTRUCTION PLAN) 246, PAGES 95-97 OF MAPS, IN RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED FOR THE BASIS OF BEARINGS FOR THIS PLAN. @--PROTECTION ONSTRUCT 7' CATCH BASIN, 18" DIA CONCRETE PIPE, JUNCTION STRUCTURE, 5&—INSTALL SIGN ON POST PER CITY STD 401—B, TYPE PER PLAN BAR AND LOCAL DEPRESSION PER CITY STD'S 300, 304, 305, 307, 325 AND 333 (D—INSTALL STREET NAME SIGN (9" TALL) ON STREET LIGHT, PER CITY STANDARD 401—A. -REMOVE CHAIN UNK FENCE FOOTINGS AND POSTS AND RELOCATE CHAIN LINK FENCE (2 --INSTALL SIGN (TYPE PER PLAN) ON STREET LIGHT B� PER PLAN. INSTALL NEW POST'S PER CITY STD. 607 (D--STREET LIGHT AND CONCRETE POLE TO BE INSTALLED BY SCE --INSTALL CONDUITS, PULLBOXES, AND PULL ROPES PER SCE PLAN DWO 6430-4306, STREET LIGHTS ON CONCRETE POLES (BY SCE) CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE SCE OPERATIONS, CONTACT GREG KLOCK PH 357-6585. TRENCH REPAIR SHALL BE PER CITY STD. 120 C109 EMOVE DESCRIPTION OF REVISION DATE omr ONSTRUCT PCC SIDEWALK (4" THICK, EXCEPT 8" THICK WHERE NOTED ON PLAN) PER CITY STD. 103, WIDTH PER PLAN /��y ���� 11 RELOCATE V11 1 �F �CH� CU�X11�1��� 12 SILUG RISER DEWALK WITH MH COVER AND SECURE WITH 6 CF OF CONCRETE, BURY BELOW TITLE SHEET V13 TD ONSTRUCT COBBLESTONE AND PCC HARDSCAPE PER CITY S . 542, CASE 1 FISHER DRIVE STREET 14 NSTALL (2) 4" DIA. SCHEDULE 80 PVC SLEEVES FROM BACK OF CURB TO BACK OF IMPROVEMENTS URB/SIDEWALK, 30" DEEP. @---C-- ONSTRUCT TYPE 68 REINFORCED CONCRETE RETAINING WALL PER CALTRANS STD. FROM EAST AVENUE TO MULBERRY STREET 3-11 WITH 6' CHAIN LINK FENCE ON TOP, PER CITY STD. 607 _ 16 CONSTRUCT 3" AC DRIVEWAY OVER NATIVE SOIL, GRADE AND COMPACT TOP 12" OF oFESS/ _ r Qa ___ o APPROVED BY: DATE: , SUBGRADE TO 95% '� " ��o J�l CITY ENGINEER /�✓-cmc (CC^. /� RCE: 2 953 @17 —REMOVE EXISTING CONCRETE PAD, CONSTRUCT 8 CONCRETE PAD TO NEW GRADE, ��, 3�� E��y� oEsM wEcoMVEHOEn AND REINSTALL CRASH BARRIER PER DETAIL ON THIS SHEET h No. 24953 = @—CONSTRUCT PCC DRIVE APROACH AND SIDEWALK, PER CITY STD. 101, TYPE R-1 W I" CSB CITY OF RANCHO CUCAMONGA 6 I� c, Exp. 12-31-04 �, 1n np <<yTFG [1RIVF @--RELOCATE WATERMETER AND BOX PER CCWD STD. DWG. 2A # *' DRAWN RANCHO CUCAMONGA, CA 91'30 RLE? SHEET@--EXTEND IRRIGATION AND LANDSCAPING TO MATCH EXISTING ��crvi V CSB 1 of 5 -- CHS R.C.E. NO DRAWING No. JAD DATE 11/1/02 FLE No -13 1860 „ + ../^� W 'I t{1--+ +. ♦+ .I.Tr tf. 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R R 141 1412 �`9S pEXISTING SIDEWALK 1408 - - - 1408 5 1396 >\��' - 1396 30 CSP (EXIST.) -0.70% r -20� 0 20G 40 EXISTING I � I - 1 .83% R/W jR ��90 �� � R/W GRADE ,40 13- 50 1408 I I 1424 6' 1424 1392 1392 27 2%I - -20 0 20 40 28� 0 37' 29' -40 -20 0 20 40 / 19' 18' 18' 4" AC OVER 1420 f - 1420 4" CAB / \ 1400 R .4' � - 1400 . \ 6+ F '90 hG �`�� �� E ISTING 1416 1416 °' ^��' SIDEWALK \ 1 .42% 2.049 1 1 00 1396 I 1396 n 8" CURE AND. 1412 - - -- -- - _ - - 1412 24" GUTT R 8""CURB AND 4�� AC OVER 24 GUTTER 4 CAB U 4" AC OVER " 1392 27 0 EXI ING 1392 EXISTING 4" CAB 8 CURB AND I GRA R/W r R/W GRADE -20 0 20 40 24" GUTTER z I E 1400 -- - --- - `� - 1400 R/W R/W EXISTING 3 8" URB AND � z GRADE - 0 24" GUTTER �5r 6 ��`T ,s��, � o SSW 1388 1388 I 9 �� Of � �� 1416 >\ 1416 -40 -20 0 20 40 1396 2 1.09% - � 1 i 1396 „ � R/W /� R ,. 8 CURB AND I I 1400 9j FG' - 1400 _. 24" GUTTER ��r. S� �'� �1 �� - - { { 8" CURB AND 2 „�y1 ;_ I I 24” GUTTER 1412 1412 28+00 1 3.057 '� -2 5 1392 1392 29' 37' 30" CSP (EX T.) I -tib I X49, I I I . 1396 z 6 15' 14' 14' 23' 11 0 \ -40 -20 0 20 40 6' 1408 N 1408 - - -7 � ' 24 GUTTER 13 00 1392 27 0 12 8 CURB AND SAW UT G �� - I I I I - 1392 IA�J -20 0 20 40 tx 1428 �, 1428 1 -_ R R LEGEND: .� PROPOSED 1388 - - � � �� 1'388 PORTLAND CEMENT CONCRETE RETAINING -40 -20 0 20 40 i — WALL C.A.B. 1424 - - - - 1424 " r 4 AC PAVEMENT 8 CURB AND 24" GUTTER 4" AC OVER EXISTING I R/W R/W 4" CAB PAVEMENT T T T SCALE VERT'1"-2' 1420 . 1420 RAW R/W _ '�.9��,. _1 '�� �� 1 400 o ( ) �, : ��� "� 1416 12.0'0 2.457 -- --- -- - -_ 30" CSP (EX T. � 1416 �{ 2 � _ � 1416 1416 i { ° . 10 50 1396 ; \ -1-396 I I 26+50 1412 -20 0 20 40 1412 1412 I U 1412 12+50 11 0 1 - 1392 0 1392 J 0 DESCRIPTION OF REVISION DATE R/W V R/W -40 -20 0 20 40 -- - - - _--40 -20 0 20 40 - CITY OF RANCHO CUCAMONGA 1432 _ 1432 1420 �R� . �G 1420 R/W R CROSS SECTIONS 140D FISHER DRIVE STREET IMPROVEMENTS 1416 449' 6 I 2 2.25% I-1.159 1428 -- � �3.$r7 1428 290 � 1416 . \ FROM EAST AVE. STA 10+00 TO STA 28+50 �$% / - 30" CSP (EXIST.) - � Qa�� S/ ''l CITY ENGINEER � (r(�t' DATE: - 1396 � 1396 'vp �►JA Jap\ ,( � �i��P��� RCE: 24953 APPROVED BY: 1424 .10+001424 �� ti� � 12 00 �, . 1 I 26+00 EAST AVE. ,4,2 _ ,4,2 � � � � oes� : �AN �,E�APFL H. �� No. 24953 = CSB CITY OF RANCHO CUCAMONGA AA H `} d Exp 12-31-04 10500 CIVIi FNTFR ORIVF -20 0 20 v 40 1392 1392 RANCHO CUCAMONGA, CA 91730 SHEET 40 -20 0 20 40 1420 1420 OF ,F CSB 5 of � �` -40 -20 0 20 40 - CHECKED R Z NO DRAWING N0• DATE FLE No 1860