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HomeMy WebLinkAbout1613 N. R/W 33` 33' S. R/W CONSTRUCTION NOTES CONT. CONSTRUCTION NOTES VAR. I P 22' 22' 11, VARIES 63 STUB ELECTRICAL AND INSTALL FOOTING FOR FUTURE ( 1 ) CONSTRUCT 5-AC PAVEMENT ON 4-AGG. BASE CROSSING GATE. v 2 INSTALL 6' CHAIN LINK FENCE. 8 (a5' 4' O CONSTRUCT 3"AC PAVEMENT OVER NATIVE SOIL 64 RECONSTRUCT EXIST. SIDEWALK. O CONSTRUCT 5'WIDE COLD PLANE FEATHER (0.1' MIN.) 0.5 MIN. 65 INSTALL P.C.C• STEPSWITH HANDRAILS PER O CONSTRUCT 8" P.C.C. CURB AND 24" GUTTER PER CITY STD. PLAN D.?? SECTION D-D. Ex ".QQ. 4 f I I A r ROCHESTERR a6 INSTALL HANDICAP PARKING SIGN (R99 5 R99A1 6 PROTECT I P STO RM D AIN o N LACE SP NEW METAL POST PER DES4�tu 4u106 (SEE 7 O CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN 104 Y. VARIES -2� TO !Z/, vARIBS _ � SPEC. APPENDIX} O 80 CONSTRUCT 6 P.C.C. CURB ONLY PER CITY STD. PLAN 104 ° 67 PAINT I, 4000 PER CITY OF RANCHO CUCAMONGA (MODIFIED) (SEE E r Q D DESIGN GUIDE FOR PAR KING STALLS s E SP C. AN APPENDIX FOR DETAILS? O CONSTRUCT r A.C. DIKE PER CITY STD PLAN 104 A_ 6s t9GTPLL 1.4 9DIrA? TOW AINAYg160 RICO -5 11 10 CONSTRUCT RIVER WASHED GRANITECOBBLESTONE PER DET.,SHT, 2. O LETED. C9 INSTALL P C.C• WHEEL STOP PER DETAIL HEREON PER CITY STD. PLAN 101-C. RAILROAD CROSSING IMPROVEMENTS PAINT 4" WHITE STRIPE. CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. PLAN 101-C EIGHTH STREET '" 13 CONSTRUCT 4' P.C.C. SIDEWALK PER CITY STD. PLAN 103 71 INSTALL 4" • YARD DRAIN WITH COVER 9 4" PVC 14 CONSTRUCT HANDICAP RAMP PER CITY STD. PLAN 102 8+80.00 TO 9+ 30.63 - DRAIN PIPE UNDER PCC PAVEMENT. 15 CONSTRUCT CURB OUTLET STRUCTURE PER CITY STD. PLAN 300, FROM 450' SOUTH TO 250' NORTH OF EIGHT STREET W=50' N.T.S. T2 INSTALL I" 0 (1,315" A.p.) PIPE HANDRAILS, ' t4 M-Fp, 16 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. PLAN �d,-EE-� r �"!•}616HT. AgSti�Wl•11N5t<�T10N l=-E 334 0.25 3DB 50 17 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, H=2' (CASE E) 14' 36'. 36' /4' 3 T® CONSTRUCT 4" THK. ACCESS RAMP W/.2" WHS6L- 18 'CONSTRUCT 36` RCP (3000 D) tt GUIDE Aly 41•IOW14 W 56GT10N 6-E. 19 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 9.5' v/�RtFh - ' 20 CONSTRUCT 48" DROP INLET PER DETAILON SHEET NO. 2 21 O L C CONSTRUCT 6CONSTRUCT A CKED 36" PL CHAIN LINK FENCE WITH BARBED RE PER CITY 5 13 1 /W STD PLAN 607 I ° F- , 23 CONSTRUCT 30'WIDE DOUBLE OPENING ROLLING CHAIN LINK GAT'E(.IM -? % I 2% 'r/� h\2 ; 12 32 24 CONSTRUCT TYPE A RETAINING WALL PER CITY STD. PLAN 604 5 ) La 30, 25 CONSTRUCT P.C.C. BACK OF WALL GUTTER PER DETAIL ON SHEET 26 INSTALL CROSSING GATES BY R.R. y3 5 30 ' 34' S� 25' 27 O INSTALL STREET LIGHT(9500L HPSV) - �'6C4,-- EXISTING TABLE OF CONTENTS 28 ADJUST WATER VALVE TO GRADE PER CCWD STD. 4 EXISTING PAVEMENT B 1 2% 29 ADJUST SEWER MANHOLE TO GRADE PER CCWD S . 18 ' TD 30 ADJUST STORM DRAIN MANHOLE TO GRADE T I =9 R= 70 Cl t� �, TITLE SHEET31 POWER POLE TO BE RELOCATED BY S.C.E. I �` , - -1 32 K15-STMI'E FAINKI"A (.0T Al°- SVOWId 01! f; AM M MINrA"QUIVB CCU-r^I9VV 14 ROCHESTER AVENUE q 2 GENERAL NOTES a DETAILS 33 O CONSTRUCT 6" P.C.C. CURB AND 18' GUTTER PER CITY STD. PLAN Ilrv- 8 TG 114+00104, (MODIFIED) 12+ 5 � 314 86 5 PLAN IB PROFILE 34 CONSTRUCT FIRE HYDRANT PER C.C.W.D. STD DWG. NO. 3 TI=9 R=TO 6 PARKING LOT PLAN a DETAILS 35 CONCRETE CROSSING PANELS TO BE INSTALLED BY RAILROAD O REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM N.T.S. ? SIGNING 8► STRIPING PLAN 50' S0' © ROCHEST AVENUE 37 38 RELOCATE ORRELOCATE ADJUSTEXISTING WATER METER BEHIND CURB BY 36' 36' 14' 3 12 t-53 TO 13t10 8 DETOUR PLAN C.C.W.D. 39 RELOCATE TELEPHONE POLE BY OTHERS vim: VARIES 4' N.T. S. 40 PAINT SOLID DOUBLE YELLOW BARRIER STRIPE WITH REFLECTIVE PAVEMENT MARKERS, PER CITY STD. PLAN 133 - � . 4! VAR. 3 TO 9.5 I O R'J 156 41 PAINT YELLOW TWO-WAY LEFT TURN STRIPE WITH REFLECTIVE 2'-19.9 1 PAVEMENT MARKERS PER CITY STD. PLAN 133 5 I I A h 42 PAINT SOLID DOUBLE YELLOW MEDIAN ISLAND STRIPE WITH 32 REFLECTIVE PAVEMENT MARKERS PER CITY STD. PLAN 133 '�7b Z9 HAW, � W j;f I 43 PAINT 4` DASHED WHITE LANE STRIPE WITH MARKERS PER CITY 2-,�_�• x+- ///Ll�/ES D.3�/e Tb ?,°� i/i4/Q/ES -4lS • 4 \ STD. PLAN 133 ' L •:. .: PAINT 8` SOLID WHITE CHANNELIZATION STRIPE WITH REFLECTIVE VARI�S 20' O PAVEMENT MARKERS PER CITY STD. PLAN 133 13 XISTING PAVEMENT � 5 13 .9 �-C I 45 O PAINT DOUBLE 1AINT 12" SOLID 2 WHITE IOLIDBAR WHITE Rs70 LIMIT LINE PER CALTRANS STD. A- T.I=9 Z:� 24E. PAINT WHITE RAILROAD CROSSING SYMBOL PER CALTRANS STD. A- ROC_H_ESTER AVENUE - - _ _ _ A 24C. 48 PAINT WHITE STENCIL TYPE IV ARROW PER CALTRANS STD.A-24A E4*00.00 TO 154-59.00(LT) 14+00.00 TO 16+75.00(RT) 49 PAINT WHITE STENCIL'STOP' PER CALTRANS STD. A-24D,(S.A•E•) N.T.S. 50 INSTALL SIGN T 1 s 9 R a'10 51 RELOCATE EXISTING SIGN 52 REMOVE AND SALVAGE EXISTING SIGN 50 50' ® ROCHESTER AVENUE &N.TS. REMOVE AND SALVAGE EXISTING MARKERS 14' 36 36 14' 134 10 TO 14+00 55 O PAIN REMOT CU BVE I TING STRIPING AND PAVEMENT MARKERS 3ED - O 56 O INSTALL MARKER (METAL POST)AS NOTED 19' 13 57 PAINT 24' SOLID WHITE BAR O 58 PAINT 4' SOLID WHITE STRIPE �I 5 59 O PAINT 4" SOLID YELLOW LEFT EDGE LINE DETAIL 25A PER �+II U W 1► O CALTRANS STD PLAN A20B 3 1 3 2 60 PAINT 12" SOLID YELLOW STRIPE Q ` 4 Q 61 PAINT LANE DROP STRIP DETAIL 37B PER CALTRANS STD PLAN J 23 `` � r-- lu A20C PAINT WHITE STENCIL TYPE 1(10)ARROW PER CALTRANS STD PLAN A24A REMOVAL NOTES CONT. REMOVAL NOTES 5 O 3 aSAWCUT S REMOVE EXIST. C. PVMT AO REMOVE EXISTING A.C. PAVEMENT AND I OR A.C. LINED DITCH 2 I' ' � EXISTING PAVEMENT B REMOVE EXISTING P.C.C. CURB AND GUTTER O REMOVE �XI�T cU� O REMOVE EXISTING A.C. BERM OU 1REMaVE rr.X1�T• SIGIFI QOg?. O REMOVE EXISTING P.C.C. DRIVE APPROACH ROCHESTER AVENUE OE REMOVE EXISTING BRIDGE I DRAINAGE STRUCTURE (67 5G(ZI�� ' OT 11EMOV15 f nE'fN6TAL{, WMOtAAI+T OF REMOVE OR RELOCATE GUARD RAIL, CROSSING GATE AND SIGNAL, 10+00.00 TO 12+58.00 EXISTING SURVEY MONUMENTATION GRIM09 ATE - CROSSING LIGHT,AND TRAIN SIGNALING FIXTURES (BY R.R.) - All existing survey monuments that will be disturbed by this project shall be referenced and RANCHO CUCAMONGA O REMOVE CMP AND PORTION OF RCP; PLUG RCP reset b the Construction Surveyor in accordance with Section 8771 of the California HO REMOVE EXISTING SIDEWALK y y O REMOVE EXISTING SIGN SEE SIGNING AND STRIPING PLAN) Surveyors Act. Found monuments are shown on the plans and described as follows: JO REMOVE AND RELOCATE EXISTING TREE �5 OK REMOVE EXISTING TREE LO REMOVE EXISTING CHAIN LINK FENCE OSAWCUT AND REMOVE INTERFERING PORTION OF P.C.C. al Fd I" C.S.M. PER C.S•F.B. 214/3 LOCATED AT THE INTERSECTION OF THE FOOTHILL ` BLVD. PAVEMENT % CENTERLINE OF EIGHT STREET AND ROCHESTER AVENUE AT STA. 14 t 34.59 ROCH. AVE. O REMOVE FIRE HYDRANT ASSEMBLY BY C.C.W.D.P _ O REMOVE AND SALVAGE EXISTING STREET LIGHT 2 Fd NAIL AT SPLIT OF RAILS PER PM. 8648 LOCATED AT THE INTERSECTION OF THE ,�' RO REMOVE EXISTING BUSH REMOVE e. REPLACE EXIST. CHAIN LINK FENCE. NOTICE TO CONTRACTORS CENTERLINE OF SCRRA RAILROAD AND ROCHESTER AVENUE AT STA. 15tO9.64 ROCK AVE. ��5 S ( I{l;HOVED ►'I`tOp IMPMDVFP1E►JT5 B AI'a 2Z,1 251-30 FKO►JTAC,E, � ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE A��A.c. br,riM.x 6�1ro y uv QVC-,P o PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE ARROW ROUTE GNB obi �i71� 1Pi6 i A►nPh A1.iD hDDP.DS�-I'S FW-,`,VA PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS Al MODIFIED ACCESS RAMP TO CURRENT CITY SIDS. SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. GEND PROJECT S/TE N0. DESCRIPTION OF REVISION DATE CITY DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL -- -- ----- RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CITY SHALL NOT BE RESPONSIBLE FOR APPROVED THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. r 5" A.C. PAVEMENT ON 4" AGG. BASE CITY OF RANCHO CUCAMONGA SCAR /5AFl6F+6 RA/L,20f�D. �•O:W• CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE COMPLETE RESPONSIBILITY 1717 7 77 1 A.C. OVERLAY (0.10'MIN. ), S' WIDE COLD PLANE FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY 8th St. TITLE SHEET FOR CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE V 7 SAW-CUT AND REMOVE EX. PAVEMENT CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY HARMLESS FROM ANY AND ALLROCHESTER AVE. ~ LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE WORK ON THIS y AT SCRRA METROLINK CROSSING NO. IOISG PROJECT EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE CITY. o 42.8 DESIGN ENGINEER'S NOTICES TO CONTRACTORS BENCH MARK NO. 121-B BASIS OF BEARINGS f . APPROVED BY: ; r , , ; bATE: THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES Olt STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. R. R. SPIKE IN CENTER PILING OF THE BEARING OF N 0"24'05"W FOR THE CITY ENGINEER �-� � -` �= j4953 = � R.C.E.RC.E N0. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES WEST WING WALL N.E. CORNER CENTERLINE OF ROCHESTER AVE. PER V C N T Y M A P EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE SCMRA/5�ld�iGTRACKS AT ROCHESTER P.M. 9648 /N P.M.B. 97, PG.88, WAS USED NO SCALE DESIGN L.D. KING. INC. RECOMMENDED AVENUE SEC. 7 T. I S. R. 6 W. 1 CPC elan 2's� E. -�- sT., SUITE 100 e EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHO AS BASIS OF BEARING FOR THIS PLAN. + ONTARIO, CA 92 , LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ELEV. 1121.17 (909) 9aa-5492 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE BRAWN SHEET EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, CCP I aF 8 AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. L ' � CHECKED, � DRAWING N0. ® Molnt�l�v �AG1L Or Whw c,uT1VK kur7 P�KKIu� �!� % ; �; <! -_ Z 1L!'l�-c E. NO (.OT VIMe-µ61o►J15 SHEET G DATE FILE NO 4 4 i ROADWAY GENERAL NOTES STRIPING GENERAL NOTES UTILITY CONTACTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIP G AND MARKINGS AND PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: I I OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS THE INSTALLATION THEREOF SHALL CONFORM TOC TRANS, STANDARD ► FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, SPECIFICATIONS, TRAFFIC MANUAL. MAINTENANCE ANUAL AND STANDARD CUCAMONGA COUNTY WATER DISTRICT F.1 �/2 I I. SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED ATTENTION: JIM CLINE w w 10 10 I 13 WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS OR DIRECTED BY THE CITY ENGINEER. (909) 987-2591 w � .• AND SPECIFICATIONS. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND SOUTHERN CALIFORNIA EDISON COMPANY 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD ATTENTION: RAY MENDEZ/ROD HUMPHREYS 14 •'' A�`' M �� Pc'� s!� POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING (909) 357-6221 (909) 357-6240l SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN PROVISIONS. WI WI 10 ' ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE SOUTHERN CALIFORNIA GAS COMPANY REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, ATTENTION: CRAIG GOLAN w o \,C5) `U (S.A.E.) UNLESS OTHERWISE NOTED. (909) 335-7572 z NEW P.C.C. RAILROAD CROSSING PAD 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE o+ BY RAILROAD " HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 8. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE GENERAL TELEPHONE COMPANY 15+09.64 INT. , 26 8 W 10 AMA TEXISTINGFA T T N R INDIRECTLY Y AN 10 DAMAGE O FACILITIES RESULTING G DI ECTLY OR DI ECTLY FROM REMOVED B WETS SANDBLASTING. ATTENTION: VALERI LA BLANC � 1 1 � o HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON PLANS. (909) 469-6322 A 7 7 C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE 8' 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT MARKINGS. ATTENTION: SUSAN WALTERS/MARCO BUNTICH/ED ALVES OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT (213) 250-6564 1 x �, X�_ r x r y x I- OR RIGHT OF WAY. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. CHINO BASIN MUNICIPAL WATER DISTRICT 29 10 6 U01.1' 63 1n" 5. ALL SEWER WATER ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS ATTENTION: ADELE DUNHAM S - S MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED (909) 357-0241 _�sr BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR EXISTING P.C.C. RAILROAD CROSSING PAD 6. ALL IMPORTED BORROW SHALL HAVE A MINIMUN R-VALUE OF 70. REPLACEMENT STRIPING AND MARKINGS. MARKS CABLEVISION + PROTECT IN PLACE ATTENTION: JOE DEARMAN 7. PRIOR TO THE BEGINNING OF PAVING R-VALUE TEST WILL BE TAKEN AT F, ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD (909) 880-0231 (909) 880-0220 NEW P.C.C. RAILROAD CROSSING PAD SUBGRADE TO DETERMINE FINAL STRUCTURAL SECTIONS. SURFACES SHALL BE AN APPROVED LOW V.O.C. TYPE, 15 MIL THICK (WET). S BY RAILROAD INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF COMCAST CABLEVISION 8 WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSIST TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. ATTENTION: JACK HAYES - 13 OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING (909) 988-6161 EXT. 3055 - ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS SAN GABRIEL MUNICIPAL WATER DISTRICT .,•?: �cc s/w _. _ ( _ _ _ r QUALITY BETTER THAN THE NATIVE MATERIAL. OTHERWISE NOTED. ATTENTION: PETE WOOD/BOB STALLINGS 10 1d 10` l (818) 969-7911 1 I I . 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS { FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE WILTEL BUSINESS NETWORK AT SIDE UP u�E A •G. ,IVr,-WAUL 10`rAW UPON REQUEST OF THE INSPECTOR. SATISFACTION OF THE CITY ENGINEER. ATTENTION: JERRY KENNEDY CURB MORTAR COBBLESTONE 0� f I -rvAoK c,,-,,NreIzuti16 (909) 947-9441 2% I 10. THE CONTRACTOR SHALL CONTACT UNDERGROUND ALERT AT 1-800-422-4133 I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLEDI AND ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO CONS - WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES. U.S. SPRINT is ) ^ ^1 r� 1 I TRUCTION OR REGARDING CONFLICTS. r IN ACCORDANCE WITH CITY AND STATE STANDARDS. ATTENTION: LYNN DURRETT ,� `i -,`I � • `� J 4 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE RIGHT-OF-ENTRY 909 874-7450 AGREEMENT FROM THE SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN • 4 ' q 4 ° - N MINIMUM(SCRRA) BEFORE PERFORMING ANY ACTIVITY ON RAILROAD PROPERTY. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED SCRRA , METROLINK (RIGHT OF WAY) / / UNDERNEATH OCOBBL S CRETE ONE. BY THE CITY TRAFFIC ENGINEER. (213)452-0256 SECTION A-A RAILROAD CROSSING DETAIL 12. THE CONTRACTOR SHALL OBTAIN AND MAINTAIN IN FULL FORCE AND EFFECT N.T. S. SCALE: 1" = 20' INSURANCE AS REQUIRED BY SCRRA DURING THE ENTIRE CONSTRUCTION PERIOD. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN SCRRA METROLINK(SIGNAL DEPT. D THE CONTRACTOR SHALL FURNISH COPIES OF THE INSURANCE CERTIFICATES TO NO. 401-A• ' NOTES: ALL AFFECTED RAILROADS. (213) 259-6307 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. I. ALL SPACES BETWEEN STONES SHALL 13E FILLED WITH 13. THE CONTRACTOR SHALL NOTIFY SCRRA A MINIMUM OF FIVE WORKING DAYS CLASS "D" MORTAR. I PART CEMENT TO 21/2 PART SAND, PRIOR TO BEGINNING WORK THAT IS ADJACENT TO OR OVER THE RAILROAD 2000 PSI PORTLAND CEMENT CONCRETE(NO DRY-PACK IS TRACKS. THIS PRIOR NOTIFICATION DOES NOT GUARANTEE THE AVAILABILITY ALLOWED. CONSTRUCTION NOTES: OF A FLAG PERSON FOR THE PROPOSED DATE OF CONSTRUCTION. 2. A SAMPLE AREA, MIN. 40 SO. FT. SHALL BE APPROVED BY OI N CONSTRUCT 5`' A.C. PAVEMENT ON 4" AGGREGATE BASE. 14. GRADE CROSSING CABLES ARE LOCATED AT OR NEAR MOST HIGHWAY AILWAY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. O CONSTRUCT 8 P.C.C. CURB � 24 M GUTTER PER CITY STD. PLAN 104. CROSSINGS. IN CASE OF SIGNAL EMERGENCIES THE CONTRACTOR SHALL CALL 3• FINAL RESTING POSITION OF ALL ROCKS TO 8E APPROVED O CONSTRUCT 8" P.C.C• CURB ONLY PER CITY STD. PLAN 104 AND DETAIL ON SHT 2. SCRRA'S 24-HOUR SIGNAL EMERGENCY NUMBER 1-800-404-9464 (XING). BY THE CIT`-' INSPECTOR_ 10 CONSTRUCT RIVER WASHED GRANITE COBBLESTONE PER DETAIL, SHEET 2 . 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION 13 CONSTRUCT 4 RCC• SIDEWALK PER CITY STD. PLAN 101 -C . OF ANY AND ALL SURFACE, SUB-SURFACE. AND OVERHEAD STRUCTURES, 4. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF 08JECT(ONABLE 14 CONSTRUCT HANDICAP RAMP PER CITY STD. PLAN 102. DROP INLET DETAIL DISFIGURATIONS AND EXCESSIVE IRON CONTENT. O INSTALL CROSSING GATES (BY R.R.) 16, FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE 5. CONCRETE CLASS 520-D- 2500. O ADJUST SEWER MANHOLE TO GRADE PER CCWD STD. 18. PUBLIC WORKS SECTION AT 477- 2740 EXT. 2341 TWO WORKING DAYS PRIOR TO THE REQUIRED DATE. 63 STUB ELECTRICAL AND INSTALL FOOTING FOR FUTURE CROSSING GATE (BY R.R.) 1/4 17. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE 1.4 1/4 see Hate 5) PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. s« Stiffener 3/4"Mole,"ND", Detail hereon DI A n "HD" Di RISER C.S.P. equally spae4d. 18 400 9 2 DIAMETER GAUGE Center of hot*to -27 3 11 0° 12 18" t0 2T" 16 be 1"from 0.0. 30-33 24' 15 3 30" to 39" 14 of plate. 36'-39' 20' 18 -- 2 -45 16.5' 22 42" to 48" 12 48"-51" 14.50 25 51 to 66" 10 54'-57" 13- 28 4 D (TYP) 160.-63-111-50 31 66 10.5° 34 DI i PIPE T0 BE USED BOTTOM VIEW (See Sheet no.3) TOP PLATE Ring a0 see detail for (TypI"n" pieces Locking Device 1/2' a Client. A Grading at 11141/21' pipe or rnfW steel bar IL unless oMerwise it shown on plan. 1/4"x 2" Wide w 11/2"x1 1/2"x1/4" C.S.P.. 0,0. . 8 Angle J N bM O 2 - v ilt 1/4" steel Plate MODIFIED ACCESS RAMP TO CURRENT CITY STDS. ' " a 17n places Al -PLATE STIFFENER 1/2 3/4"Hole to N0. DESCRIPTION OF CHANGE DATE APPROVED match top pate ection bone'nn- BOTTOM VIEW G CAGE TAIN " CITY OF RANCHO CUCAMONGA R IN r2 a" -� min min. Cone.coker NOTES :81 DETAIL SHEET FOR C.S.P. R.C.P C.S. R.C.P, m • ROCHEST.ER AVE-. AT `" SCRRA METROLINK CROSSING NO. IOISG-42.8 GENERAL NOTES 8. DETAILS 1 'a _ i''• T- ;,d 4" 6„min ALTERN ATE JUNCTION Dry Pack APPROVED BY: DATE: 1U J, minDI LZ . �Qp,C)f ES$r �, ; Cone.Sift Teflon Toe � `JG�p4 h CITY ENGINEER G C � aLAdd� R.C.E. NO.. 24953 -ELEVATION 2 1/2" ■ 2 1/2" x 5/S" p c3� O 4 Z DESIGN swft /116. KING. INC. RECOMMENDED g Na 21082 Me y ONTARIO, , ST., SUITE 100 8 Steel Sarltypl C.P.C. ONTARIO, CA 91764 3 Scerf end weld `I - * EW. 9-315-97 * DRAWN (909) 988-5492 I. Riser pipe Shall extend to"Elev.A". 2.Elevation A, Di, U2? L1 Lp are shown on pons. S/B" z 5/9" Spacer - �!� C'I y 1< � 3. Corrugated steel plde .'A oonform to AASHO M-35 0Q_ C.P.C. 2 8 4. Grate ossembiy shalt be galvanized after fabrication. �F 5• For Di,54" one larger,weld 1/2 x 1 1/2 x 1/4"angle to plate M'Neldsat 5"0I 1/2"Allen Bok s,n=number of bars on grate assembly, CHECKED S 2-016 DRAWING NO. T. Gage of pipe for diameter D2 shall be the some as riser. DOUGLAS H. NAYS R.C.E NO 21062 DATE ' �� Il ser Riand stub shall be shop fabricated and galvanized after welding. HOLD DOWN D.W EXPIRES: 9-30-97 FILE N0. 135-9t - - - - - -- - fl y ki �,.` �, . � _� 1_11-111 ­ I.. I� ­ _- I '. ''. . t.,. � ,,_ ,� ��,. ,,. ,I, : .,m.� ,-1 ­ I � I., . I_.I I I :�I- ,, . - �.-�-: .-'' 'I i ' ,., ..._,.,.' ,.,,_.. --:-...._..♦. I-I--_.i'_­­­.. .-.._.......,.,.>.,-.i - __, - ,.. , .. .. ...a. - ..,. a.. n.. ........ •. - ._ , ..._. ., . -- j_, .. .,_.. - ..... _. ... r i t- �yy,...<.1_11..._.r, _-..a _. '__...,.-_,.-.•.. ,.,.-:..-...... � ,r r. y ,,.1.. ,. .. .t... .... ♦.. w . .{.. ....,..._ ♦. , .._..• _` --e-., .,,1.-_.....y ,.. ♦__., 's �� r1,.. <... .....,. ....-..:........._...:., .._....._, _. ;.f� ,1.., --.... _ .. :._.i.,. - i..... a- , , : -.. . .,...� r„- .. a.....-a, __.,..-_. ,_,...- MATCHLINE STA. 12 + 00.00 SEE I SHEET 4 _ Y - 12.0 . % 1 I - t To DRs��iu I2+09.00 N ;.. 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REMOVE EXISTING A.C. PAVEMENT. O GRADE TO DRAIN �� F-- �-- aAT�so% - - . -- "'. -- -"' w10 �9 1 5 W W t, V) we �1 _ -- �a 28 C 9 _ A W I 4 V o� A C W U) _ ROCHESTER _ AVENUE _ ` - 1O D.M.H. - - -- - — - -- -- — 0 6 15„ \ _ 0 4 G \ 41G p I NO. DESCRIPTION OF REVISION DATE AP RnVED L i a W CITY OF RANCHO CSC .I ONG PLAN AND PROFILE OF ROCHESTER :'.AVENUE STA. 10+00 TO STA. 12 +00 U 3 APPROVED BY: - DAT Os Q �Y -• G 24953 c� CITY ENGINEER �� �� ���-�L RCE. N0. I J �, n ° v� i DESIGN _ ,r , _ � �v'-Qq . K R • RECGMh. N N, 2 t stir �� . " -, �,1+tG. RECOMMENDED D '. St 0 tT. St11T£ 100 i ELS 9 J9 ' A,10, CA •{76! tr 4 R-St9? DRAWN SHEET C.-A0f 4 of a CHECKED �f/J� DRAWING NO - �- R.C.E. NO Z! of. z X _ .. DA o 96 1613 TE � FILE N• __ .a-......„„r._...,.,r....,..a-,........,.�}{j,.-... .rn-.w...,y.....,,.•.a....r....v.....w.......w.. e_w,... •-....,.+. -..+—.^...♦-'.-.w.-+.,+„--...-. -....•._ -....vn-.--....-_._.._....,..--+'t•......................+.., . .., ..........,.. .. ...,.. ...a .- .w +..w- ....e..... ,.. ... ,. a ,- ..r. .. ... ...... ............ r.... .... . , -y... « `^'^".i` 1 { t:. ' � t F " TURE v , } P.I. 17.50 W Y • : W o Z v F- Z W V ; ♦. W is ♦ , fq , i - y V I••' - : - - o , t m - flRQPQStO TOP QF 1►tOFtTN CYRQ PROPOSED.TOP OF NORTH DIKE 189'94► y % EXISTING ROUND Al' NORTH R1V 30 vC 19. P.I. - 26 FUTURE TOP OF'NQRhH CURB , 0 ,vG f U1 + P.1. = 17.42 u + , W 1 Q w vJ ` , ♦ . t i '-f O Iii � � t ♦ -., w • t < : , O , ' t t.1.. 1 O , ' > 0o I _ _ - � f 4 CID m . , . . .sp -?i R T!4 _ I Sap �-- ---- PRbPQSD F S AT _ '� r 2 ► EXISTING � # EXIST FS, A ' � _ �• � �� ; , O, v C 30 VC - • P.I. 50 > CL uj , 0> m m O N (� w -...- _ w . + N + .t 3 4. • i jCi CD 0 fn OD a) jD fA � ~ � ��, ✓` ?AN=0.74°10 5 ° TAN= 4.58°b _ V ivAP_rROACII 01 o ti/ : FUTURE TOP ,OF SOUTH CURB ? °.. rA�. iA x S6.00 f- o3o (r, L r �11 li0i � + ! p Qi ; , _ �loRiz. 2 V 15 RK � �STRUC'T10N NOTES OCONSTRUCT S'AC PAVEMENT ON 4'AGG. BASE I 4O CONSTRUCT S'WIDE COLD PLANE FEATHER(0.1'MIN.) I I I OS CONSTRUCT d' P.C.C. CURB AND 24' GUTTER PER CITY STD. PLAN 104 OCONSTRUCT a' P.C.C. CURB ONLY PER CITY STD. PLAN 104 — (MODIFIED) I OCONSTRUCT r A.C.DIKE PER CITY STD PLAN 104 13 CONSTRUCT 4'P.C.C.SIDEWALK PER CITY STD.PLAN 103 OCONSTRUCT S' CHAIN LINK FENCE WITH BARRED WIRE PER CITY STD PLAN W7 > I 31 POWER POLE TO BE RELOCATED BY S.C.E. I I OREPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM c f 37 RELOCATE MAILBOX di I ORELOCATE OR ADJUST EXISTING WATER METER BEHIND CURB BY d aC I C.C.W.D. I Q MMOVAL NOTES _ _ — — — -- — EXISTING A.C.PAVEMENT AND/OR A.C.LVED DITCH a _ — __ F —N 88 09 56 E AO REMOVE EX _ _ BB REMOVE EXISTING P.C.C.CURB AND GUTTER _ — _ N 88 09 56 E— CC REMOVE EXISTING A.C. BERM 7 ` KK REMOVE EXISTING TREE OL REMOVE EXISTING CHAIN LINK FENCE I — OSAWCUT AND REMOVE INTERFERING PORTION OF P.C.C. M PAVEMENT / 0 > gr W I / a c \ " _ `6AL.e 1� % 201 Z cr in O Z� W t I _ t7 Z �� 10 I / APN 229-111-04 W Z W m v. m ato w o i. 9 Y + s OD 0 9 as � � � R/w N j w ? I• Z P,,MOVW APP AC Epor I M^d6K�uT A u -7 i- o N , l �E �_, _ _. , EIGHTH STREET 5, �� T - // MODIFIED ACCESS RAMP TO CURRENT CITY STDS. 1L rL (OLD) EIGHTH STREET n 6 CITY N0. DESCRIPTION OF REVISION DATE �,RUc�tD JA N 88009 56E 8 (NEW) EIGHTH STREET �q �� V --T �.-.- - -..N bn_5 CITY OF RANCHO CUCAMONGA �k � lvv PLAN AND PROFILE OF �o W a s EIGHTH STREET AT ROCHESTER AVENUE ---T - - LLI \ � N E E R/W ,[ � i I �,a � 4lw = � y Nb- _ APPROVED BY' - DATE: U = O z� Z w c+j � W ��PA,,)F 5S,n / 2 4 3 X_ R/w In J 1 = o� �, P c,"A � CITY ENGINEER .,L�GGC� �(�� RC.E W. m W ( U N O+ o I �°j OJ �� Z DESIGN VW-W g. KIN'.JNC. RECOMMENDED a3 Z O = I In I W m Ti Sr E. "b ST., SUITE t00 t aU, DING colo I ' U Cl + v o a lio. z,on D qq>��xr�10. 5492 EXISTING L �( . 9-3o.-97 ( ) + o DRAWN SHEET APN 229-251-30 C1 ( I I I I I ��cjvt� � 5 8 CAL%f —or CHECKED . NO 2/or.L DRAWING NO_ DATE "s/to/t6 FILE NO 1613 f. RAILROAD TRACK CONSTRUCTION NOTES J 66 INSTALL HANDICAP PARKING SIGN IR99 S R99A) 3O CONSTRUCT 3'AC PAVEMENT OVER NATIVE SOIL A P N 2 2 9 - 121 - 17 130 ON NEW METAL POST PER DESIGN GUIDE (SEE 8O CONSTRUCT 6' P.C.C. CURB ONLY PER CITY STD. PLAN 104 �j O SPEC. APPENDIX) (MODIFIED) / 0 a 13 CONSTRUCT 4'P.C.C. SIDEWALK PER CITY STD. PLAN 103 67 PAINT LEGEND PER CITY OF RANCHO CUCAMONOA 24 CONSTRUCT TYPE A RETAINING WALL PER CITY STD. PLAN 604 I DESIGN GUIDE FOR PARKING STALLS (SEE SPEC. 25 CONSTRUCT P.C.C. BACK OF WALL GUTTER PER DETAIL ON SHEET l MATCH EXIST. CHAINLINK FENCE '� APPENDIX FOR DETAILS) 5 I I FILL AN CONTOUR, GRADE TO DRAIN C — _ — — — — — 33 CONSTRUCT 6' P.C.C. CURB AND 18' GUTTER PER CITY STD. PLAN I I 6 � — � 2 — _ — — — — '- — L-, ®rosl��r�L. HANfltc�P Tov�t p.�NaY��� R-100 C3 104, MODIFIED_ ILON hlel ME'CAI. PC—�r' PSR- DE51,I 6ut0E (MODIFIED) T' 4• 36 S 36 I MATCH EXIST. GRADING ( � SpEG P�pP�rlD1X) O REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM IN LIKE 8► .KIND. I e EXIST. CHAINLINK FENCE RE-CONSTRUCT EXISTING SIDEWALK. X Y, X_ X--A-x x x X G-5 INSTALL P. C.C. STEPS WITH HANDRAILS PER SECTION D-D. � r`1 ' _ 6 69 INSTALL P C•C• WHEEL STOP PER DETAIL HEREON AefL U a �, �c� ��`��o�S TO PAINT 4�� WHITE STRIPE. REMOVAL NOTES l I 1 b loser �� I W I i 8 c 6 „ „ OA REMOVE EXISTING A.C. PAVEMENT AND!OR A.C. LINED DITCH 6 o I X I 71 INSTALL 4 0 YARD DRAIN WITH COVER S 4 PVC O H �, d- 8 I I ;p B W B REMOVE EXISTING P.C.C. CURB AND GUTTER 2' II - N B 8 �� DRAIN PIPE UNDER PCC PAVEMENT. H REMOVE EXISTING SIDEWALK d o g ,os B I II Q _ 32 a ° 72 INSTALL 1�� 0 (1.315" O.DA PIPE HANDRAILS SCH.80, O REMOVE AND RELOCATE EXISTING TREE Ira ` Uv✓ MATCH EXIST. CURB COATED 3611 HEIGHT. SHOWN IN SECTION E-E OS REMOVE S REPLACE EXIST. CHAIN LINK FENCE. NN^ � ;. qR��S J OT REMOVE a REINSTALL WROUGHT IRON GATE AND FENCE (SEE SPEC.) tifol OU REMOVE EXIST. SIGN POST. IS 17O TYP / II WROUGHT IRON GATE OT 70 ~ w ��66e 73 CONSTRUCT 4 THK. ACCESS RAMP'1/V/ 2"w}iEEtMOV� �XI�1f Gail /� r9�cJ GUIDE AS SHOWN IN SECTION.E- E W 7 - CONST. NOTES CONT. z se oa Q O INSTALL 6' CHAINLINK FENCE. / �c.i s� 4 � NOTE' a4 7° LENGTHS MARKED ARE DRAWN 6O PROTECT IN PLACE. jr I �`�� '`U II A 3 �z LESS THAN THE ACTUAL 32 RE-STRIPE PARKING LOT AS SHOWN ON PLAN AND DESIGN GUIDE W! _ 56 - �ao s7 .� / Vr ! DIMENSION". CONTAINED IN SPECS. APPENDIX. o �' 8 I) 0 NNNN , �O Q 0-4 NW �j pFSI W I I ___--� � � I 32 > ! I f Tc, M / 12.40' 20.20' — Q Lo �.II v� _ W 6 - — - — NOTE: a1 / THE CONTRACTOR SHALL COOPERATE WITH THE PROPtRTY OWNER BEFORE iq.��f5. I 11, 2, �• 68 \o, vQ 53.40' I °� — -- - �� 1a. / TRASPt I tQ. �a�� i �r11 N _j B I I ENCLOSURE ' AND DURING CONSTRUCTION OF THE PARKING LOT. CONTACT THE PROPERTY 14 F5. I \ - � cy' A B o'� I �� N M �� w _N _ OWNER AT LEAST • 5 DAYS PRIOR TO CONSTRUCTION Iq., r oo ,i0 24 �" meg• 25 I /� psr nc 33 �.. �4� I TEL. NO. (909) 987 - 0071 �L _ ��h a 33 LEGEND W - r 1� �3 I z r. I — - - X — - PARKING OT CONTOURS X XX EXIST. PA G L -- W •�' I. �r s. -- ----- -- --- -------- - 1 PAD ISM t-�— r•'1 MATCH EXIST. CURB 8. GUTT J �� 5 F T�---r-�-T TT T T 7 T T r T T-T r-7 T r-T (XX.XX TC) T • I E �.� > � cy' �3 of o� 1� -EXIST. ELEVATION W! b J o e I EXIST. BUILDING (XX.XX FL) I � ' F `�6 tib ,°„ �h 6�b M �►` �1 1' W IDE T 12 _ 7z I �4 ,' 36 H ,�;; sox AIR CONDITIONING PAD uO�� ' >a�uA� ` 1��`fWE� XX.XX TC -PROP ELEVATION R = 6.30 I rvG , ,•., G p�► t 1 WIDE PROTECT IN PLACE - �h XX.XX FL 71 crl •Fy'�`V•' ' tl l F .F . 11 , 18 ) (F ,F , 16.0 ) - 2 s I SEE GROVE DETAIL 361 1 I I4.5.> 4y �A' APN 229 - 271 - 44 1.5" I I I ! gRwbe Iro olww S -ro Kat _..-MAT4H EXIST$H�RADING � N�a�IM i1 12„ DETAIL V I I MOW o�..e• TOP OF CURB I� SCH. 8060TH ENDS)) in 0•D) N.TS- I 0.50>'►{�4.83' �12.00' 12.00' 12.00' 10.67 14.30' 9.70TV1 19A3TV 1 FL. OF GUTTER I -- - - 19.36TV �— �' 17.69TV '~ 7.02TV -- 6.35TV NORTH O. I 16.35TF ------ 0� S-- I O.C. 15.68TF CHAINLINK FENCE RAW j 12 36 ` 36 RETAINING WALL PROFILE VARI S _ ! 0.25 2" 2"RTY P. 4.. M 36.. • .,•. ,� I 1'=10'HORZ. 2' T 6' SEE DET. "p" 10" I I 1•=10' VERT, 6« N W� EEL STOP #5 BAR X 9 � „ �3•,,�„{. (SEE DET. HEREON) l2 PLCS) SET I BELOW TOP OF 2% - VA _ I CONC•WHEEL STOP 12• EXIST. GRADING I _ KIONsNtZI�(K6Ro1aT' ► I MATCH E S G '� " STA. l2158.00 G)_ 2 1 0 i -r . ; ...• '` I f _ N " 12" y� c a 4! 4 19 2 (�� I EXIST. GROUND r- I mCl 131�0.�. 3 a� I �J X11 FILL WITH MORTAR N Go,coATtP ' • " I EXIST. CURB 91 GUTTER —� - MAX L d r e '� • I l--ter--� �2"Wt4FEt- Gt1tD� 3 C_ C SECTIONII D-D , "' bmoW � I2^m 5„ : 33 EC T/ONWHEEL STOP DETAILiS) NArJD RAIL ^ 24 . .". . • � aa SCALE l" l' � NTS. N.T. S. 6.. 48•• 1,� MO DIPI MOK of WADI GUTTVK AMP YAr1�1"� ���� 3„ WOTI✓: Z 1 ' I PIC-hJC-N�T A�WG Oar I.OT DtMENStoNs G/ / . /8 F. F- Q GHAt466 STglPIr16 � �p� AgPAt Pr--P sT�Fl� SNFl11.lK �HSC � _ GrruS 325 "It ' CITY N0. DESCRIPTION OF REVISION DATE • 2°(w 6111DIi� • � � Ct.r�,5 0 ) W �, \''` it APPROVED scii. sop.�.(N�z. : ► -� :. :::: :.= 4,, CITY OF RANCHO CUCAMONGA I 2 p I /6.00 F. F. 33 3 t Z- F�YII� I ►. ,. .�. _ - �. � ,:.•;.::;:: - r OFFSITE IMPROVEMENTS 12 PARKING LOT PLAN a DETAILS Yp • • . :,` ROCHESTER AVENUE L �SECTIONE-E SCALE 1" = I' (RAMP AND RAIL DETAILS APPROVED BY: DATE' CITY ENGINEER i � / *1 ��� / RC.F N0. 24953 „ tt SECTION A -A SECT/ON 8_B !�' d'+`'1 DESIGN INC. RECOMMENDED rpt`a la Lr>Cjm—GL-D.-fQNC;. 2151 E. 'D' ST., SUITE 100 9 ONTASCALE: SCALE .- / / < " (909) 8 CA 92 J. L 12_31-9T .,�`}j� (909) 988-Sa92 DRAWN SHEET �\�•. ; ,,i� ' D.G.M. 6 OF 8 ' CHECKED DRAWING No. — R.C.E. NO D.W. DATE xP FILE NO i i ARROW ROUTE w �I Q TRAFFIC CONTROL NOTES w = 1 CONTRACTOR SHALL ADJUST WORK AREA LIMITS TO CLOSE ONLY ONE o DRIVEWAY AT A TIME INTO THE BUSINESS FACILITIES. PROVIDE ON SITE 50, W DETOUR SIGNS DIRECTING TRAFFIC TO THE OPEN DRIVEWAY. PLACE C'( T DELINEATORS AT CLOSED DRIVEWAY AT THE ENTRANCE AND ON SITE 50' JERSEY BLVD C7 loo, AS NECESSARY TO DIRECT TRAFFIC AWAY FROM CLOSED DRIVEWAY. 2 LENGTH OF TAPER AND SPACING OF DELINEATORS PER STATE OF C5(RT) ® C18 CALIFORNIA MANUAL OF TRAFFIC CONTROLS. SPACE DELINEATORS AT 45' MIN. BETWEEN INTERSECTIONS AND AT 20' MIN THROUGH INTERSECTIONS AND AT LEFT TURN LANE CLOSURES. C19 T 2 - TYPE III BARRICADE W/ C3A 3 INSTALL NETWORK OF DETOUR SIGNS DURING "ROAD CLOSURE AS SHOWN HEREON. 56 8TH STREET 4 IN GENERAL, ALL TRAFFIC CONTROL MEASURES SHALL CONFORM TO 200' 5w THE WATCH HANDBOOK. ADDITIONAL SIGNS, DELINEATORS, FLASHING c, 4; BARRICADE W/ C3A Z ARROW BOARDS, ETC., IN ADDITION TO WHAT IS SHOWN ON THE w SCHEMATIC LANE CLOSURE LAYOUTS, MAY BE REQUIRED. 0 C19 Q 0 0 5 IF DELAY OCCURS BETWEEN PHASES, MAINTAIN TEMPORARY STRIPING C18 3 TO SATISFACTION OF THE ENGINEER. m 6 A MINIMUM OF ONE TRAFFIC LANE IN EACH DIRECTION SHALL BE 56 MAINTAINED ON ROCHESTER AVE (S/O OF 8TH ST) AND 8TH ST WITH C ---Q 6TH STREET FLAGGER. f AT MEDIAN SLAT) 7 ANY WORK SCHEDULED WITHIN THE RAILROAD RIGHT OF WAY SUCH AS L PAVING, CURB & GUTTER, SIDEWALK INSTALLATION, STORM DRAIN ETC. �" C1 THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 6 DAYS 6TH STREET TO ARRANGE FOR FLAGGING AND INSPECTION SERVICES FROM THE SCRRA 5O RIGHT OF WAY ENGINEER (PHONE: 213-244-6949, FAX: 213-244-6007). Q 8 THE CONTRACTOR SHALL BE AWARE OF THE SCRRA'S RULES AND REQUIREMENTS SAN MARINO ST Z = FOR CONSTRUCTION ON RAILWAY PROPERTY FORM NO. 37 AND THE RIGHT OF ENTRY AGREEMENT FORM NO. 6 AS INCLUDED IN THE APPENDIX OF THE SPECIAL a PROVISIONS. W 9 THE CONTRACTOR PER THE DIRECTION OF THE CITY SHALL CLOSE THE STREET TO V) VEHICULAR TRAFFIC DURING SCRRA'S RAILROAD CROSSING WORK THAT INCLUDES o KTa EXCAVATION, TRACK WORK, INSTALLATION OF CROSSING SURFACE PANELS, GATES AND MISCELLANEOUS SAFETY DEVICES. HOWEVER THE SCRRA SHALL PROVIDE THE m CITY 5 WORKING DAYS OF HIS PROPOSED WORK SCHEDULE. (PER SCRRA—CITY AGREEMENT NO. 5.) �---Q 4TH STREET f 60" ROCHESTER CLOSED f USE WLIKEN AVE DETOUR c SIGN DETAIL NOT TO SCALE \_0R#ff 4 ROCHESTE OR SC3 My DETOU DESCRIPTION OF REVISION DATE., SIGN DETAIL "B" CITY OF RANCHO CUCAMONGA NOT TO SCALE ORAME BUICK 4TDETOUR PLAN ROCHESTER AVENUE / 8TH STREET RSTER AVE OR C5(RT) OR (LT) FROM 950' SOUTH OF EIGHT ST TO 650' NORTH '�R1f ESSJp� ��. APPROVED BY: DATE: CITY ENGINEERRCE: 24953" SIGN DETAIL "A" c� a 24953 D _ N r ti F=n RECo►MMED NOT TO SCALE ' Exp!2.:31,.97 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE SHEET DRAWN RANCHO CUCAMONGA, CA 91730 r9 C MVA 8 of 8 CHECKED ILCM NO BP [ATEMENo au► 1613