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912pp_sppi GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. NOTE: 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE 6409-1.(b) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND DURING CONSTRUCTION, UPON REQUEST OF THE OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133), (48 HOURS MINIMUM) IN SHALL BE PROMPTLY SUBMITTED TO THE CITY ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. ENGINEER FOR REVIEW. 7. THE CONTRACTOR SHALL OBTAIN A NO -FEE TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT -OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. / 9. PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED, TESTED, AND � APPROVED BY THE CITY ENGINEER. / ,c 10. SEWER AND DRAINAGE MANHOLES. AND WATER VALVES SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. / �\ 11. A.C. PAVEMENT THICKNESS SHALL BE DETERMINED BY A SOILS TEST PRIOR TO PAVING. IF NO SOILS TEST IS PERFORMED THE THICKNESS OF THE A.C. PAVEMENT SHALL BE 8" MINIMUM. � 12. STRUCTURAL SECTION SHOWN ON THE PLANS HAVE BEEN ASSUMED. AT THE TIME OF ROUGH GRADING, A SOILS I IE REPORT INCLUDING R -VALUE TESTS SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER. THE RECOMMENDED STRUCTURAL SECTIONS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S REVIEW AND APPROVAL PRIOR TO PAVEMENT CONSTRUCTION. 13. ALL SIDEWALK OBSTRUCTION SHALL HAVE SIDEWALK CONSTRUCTED PER CITY OF ONTARIO STANDARD DRAWING NO. \���`N 109E. `� 14. IT IS THE DEVELOPERS RESPONSIBILITY TO INSURE ALL CURBS AND GUTTERS HAVE BEEN CONSTRUCTED TO PLAN- GRADE LAN•GRADE IN AREAS BELOW 0.507x. FIELD VERIFICATION FOR THOSE AREAS IS REQUIRED. THE CITY OF ONTARIO WILL REQUIRE THE REMOVAL AND RECONSTRUCTION OF CURBS AND GUTTERS WHICH ARE NOT SATISFACTORY. _ CONSTRUCTION NOTES _ 0 PLACE 6" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. (TENTATIVE STREET SECTION). 1A PLACE 3.5" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. (TENTATIVE STREET SECTION). 18 RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED AGGREGATE BASE CLASS II. CONSTRUCT PGC CURB AND GUTTER, TYPE "B", PER CITY OF ONTARIO STD. DWG. 105. CONSTRUCT SPECIAL DRIVE APPROACH PER CITY OF ONTARIO STD. DWG. 107. CONSTRUCT PCC CURB (8" CF), TYRE "D", PER CITY OF ONTARIO STD. DWG. 105. 4A RIVERSIDE COUNTY: CONSTRUCT TYPE "D" CURB, 8"CF PER STD. NO. 204. OCONSTRUCT TRAFFIC ISLAND FLARE PER CITY OF ONTARIO STD. DWG. 110. CONSTRUCT DOWNDRAIN PER DETAIL "A" AS SHOWN ON SHEET 5. aINSTALL PAVEMENT TRANSITION MARKERS PER CITY OF ONTARIO STD. DWG. 502A. EXISTING AC PAVING TO BE REMOVED. RIVERSIDE COUNTY: SEE SHEETS 2, 6, 7 do 8 FOR LIMITS OF REMOVAL. OADJUST EXISTING MANHOLE TO GRADE. 10 NOT USED. 11 ADJUST EXISTING WATER VALVE TO GRADE. 12 CONSTRUCT GRADED SWALE AS SHOWN ON TYPICAL STREET SECTION. 13 CONSTRUCT STREET LIGHT. SEE STREET LIGHT PLAN. 14 REMOVE EXISTING AC BERM. 15 EXISTING TRAFFIC SIGNAL LIGHT BOX TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN DONE BY OTHERS. 16 EXISTING WATER WELL TO BE PROTECTED IN PLACE. 17 INSTALL 6" TO 9" RIVER RUN SMOOTH COBBLE STONE. SEE LANSCAPE PLAN (AT MEDIAN ISLAND ONLY). 18 EXISTING TRAFFIC SIGNAL LIGHT AND APPERTUINANCES TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN DONE BY OTHERS. 19 PLACE A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION, SEE PLAN FOR LIMITS. RIVERSIDE COUNTY: USE A.C. OVERLAY A MIN THICKNESS OF 0.10' do 2' MIN FEATHER OUT FOR SMOOTH TRANSITION . 20 INSTALL 2"X4" REDWOOD HEADER AT EDGE OF A.C. PAVING (TYPICAL). 21 CONS tRUC t 13ARRICAUL PEk CI 1 Y UI- ON I AMU S I ANDAkD UWU. 5U1. " PING STREET IMPROVEMENT PLANS FOR BRIDGESTONE FIRESTONE, D.A.B. - 5085-5 IN THE CITY OF ONTARIO I' - i I D.A. . s s . s P.M. 9419 GREYSTONE DRIVE P.M. 9419 INDEX MAP - Issjo ` �i FOR RIVERSIDE COUNTY ESfiIMATE WANtItY (1.014 BOND U5L UNLY) 1. AC PAVEMENT 1,430 TONS 2. AGGREGATE BASE 655 CY 3. FOG SEAL 4.5 TONS 4. AC REMOVAL 35,386 SF 5. 8" CURB TYPE "D" 1,855 LF 6. EXCAVATE AND FILL 2,455 CY O 0Z Of- U H0 0 z 0 li Q 0Z 0-4 U z V) SEE SHEET N0. 2 FOR RIVERSIDE COUNTY GENERAL NOTES Underground Service Alert ;all: TOLL FREE 1-800 226-2700 TWO WORKING DAYS BEFORE YOU DIG SEAL RECOMMENDED FOR SEAL Cou Y APP D B DATE PRIVATE ENGINEERING NOTE REVIEWED BY: APPROVAL Construction contractor agrees that in accordance with generally accepted construction �~ Q�pFESJONA practices, construction contractor will be required to assume sole and complete respon- sibiity for site conditions during the course of construction of the pro ject,including `� .1� �!x� . � FOR AN ORTATION ENT RIVERSIDE COUNTY, CALIFORNIA safety of all persons Grid property -,that this requirement shall be made to apply continu- i/� •[\ !'C ,, KHAL A. OTHM ously and not be limdted to normal working hours,and construction contactor further Z R,CE. NO 33950 EXF.DATE b 3098 agrees to defend, indemnify and hold design professional harmless from any and oil habil- PROJECT MANAGER FOR CBMWD DATE ?� ��jji j6,_VW KHALED A. OTHMAN - ity, real or alleged,in connection with the performance of work on this pro )ecI,excepting l��iOf RCE No 33950 liability arising from Ithe sole negligence of design professional DATE [ N�Z T � {� � 6-30-98 The private engineer -signing these plans is responsible for Exp. accuracy and acceptability of the design hereon,in the event of CHECKED BY discrepancies arising after county approval or during construction, C v'� the private engineelr shall be responsible for determining an MA R F NGINE R NG AND DATE DATE M�G acceptable solution and revising the plans fe, approval by the CONSTRUCTION MANAGEMENT FOR CBMWD OF CA����� county.- l - OF/� BENCHMARK Nc. ELEV. 847.29KCT CONSULTANTS, INC• CIT !�,/ ONTARIO LOCATION: MISSION BLVD & MILLIKEN AVENUE CIVIL ENGINEERS -SURVEYORS -PLANNERS R E ✓� E WE D B Y REF: CSFB 4014, P(J. 4371 LATFiAl1 STREET, SURE 103, RIVERSIDE, CA. 925a1 (909) 341-8946 1867 _ _ -- - - ---- - BRASS DISK STAMPED RNLh\SIDE COUNTY ML39, APRIL DATE 1964 (0.30') DN. (f15 EAST) OF NOSE OF EAST MEDIAN APPROVED BY ATE: ISLAND. ACCEPTED BY CITY ENGINEER DATE R.C.E. NO. 38826 TERESITO N. TABIOLO EXP. DATE: 03-31-01 ONTARIO AIRPORT JURUPA STREET w Z INC MASS/Q 0 Z 3 3 • �/ e Y o W W OL� J 00 li Z w Z PROJECT o - SI TE Z Q ( R 7 W, T1 S, S6 ) z M w� M z Q 60 - FREEWAY N co POMONA FREEWAY I VICINITY MAP N.T.S. I I W LEGEN D -REMOVE EXISTING A.C. PAVEMENT - CONSTRUCT A.C. PAVEMENT ' - - CENTERLINE - - -RIGHT OF WAY -EXISTING CURB AND GUTTER - CURB AND GUTTER (PROPOSED) S 8" -- EXISTING SEWER LINE(SIZE AS NOTED) \�-- -® I A NOTED W EXISTING WATER LINES ZE S ) j -o -STREET LIGHT EXIST. SEWER MANHOLE I - WATER VALVE (EXISTING) -POWER POLE ❑ DRAIN -SQUARE DRAIN I I p-) -POWER POLE AND GUY ANCHOR Z- LIMITS OF OVERLAY ........... 00 EDGE OF PAVEMENT I I W o CHINO BASIN MUNICIPAL WATER DISTRICT I WGENERAL NOTES: Off AL WC)RK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY THE CHINO BASIN MUNICIPAL WATER DISTRICT, THE V) CITY OF ONTARIO AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I CONSTRUCTION (LATEST EDITION) AND THE C.B.M.W.D. STANDARD DETAIL SHEET OF THIS PLANS SET (SHEET NO. 2 OF 10) AS APPROPRIATE. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SHOWN ON THESE PLANS. I 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY I THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO (� SECTION 5 OF THE STANDARD SPECIFICATIONS. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 I OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROUND SERVICE ALERT (800- 422-4133) FOR UNDERGROUND LOCATIONS w 48 HOURS BEFORE DIGGING. W 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. I8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING &/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING I & MARKINGS SHAH BE DONE IN CONFORMANCE NTH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. I I I I 9. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. 10. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY CBMWD UNTIL AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING OF CONSTRUCTION. 11. IN ADDITION, CBMWD AND THE CITY OF ONTARIO SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY CBMWD AND/OR THE CITY OF ONTARIO. 12. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO CBMWD AND TO THE CITY OF ONTARIO. 21 3-1/2 AC PAVEMENT OVER COMPACTED NATURAL GROUND (TEMPORARY AV J. 0 SCALE: 1"=200' OF 0 * = SEE GENERAL NOTE NO. 12. COUN Y OF RIVERSIDE MS3714 Underground Service Alert ;all: TOLL FREE 1-800 226-2700 TWO WORKING DAYS BEFORE YOU DIG SEAL RECOMMENDED FOR SEAL Cou Y APP D B DATE PRIVATE ENGINEERING NOTE REVIEWED BY: APPROVAL Construction contractor agrees that in accordance with generally accepted construction �~ Q�pFESJONA practices, construction contractor will be required to assume sole and complete respon- sibiity for site conditions during the course of construction of the pro ject,including `� .1� �!x� . � FOR AN ORTATION ENT RIVERSIDE COUNTY, CALIFORNIA safety of all persons Grid property -,that this requirement shall be made to apply continu- i/� •[\ !'C ,, KHAL A. OTHM ously and not be limdted to normal working hours,and construction contactor further Z R,CE. NO 33950 EXF.DATE b 3098 agrees to defend, indemnify and hold design professional harmless from any and oil habil- PROJECT MANAGER FOR CBMWD DATE ?� ��jji j6,_VW KHALED A. OTHMAN - ity, real or alleged,in connection with the performance of work on this pro )ecI,excepting l��iOf RCE No 33950 liability arising from Ithe sole negligence of design professional DATE [ N�Z T � {� � 6-30-98 The private engineer -signing these plans is responsible for Exp. accuracy and acceptability of the design hereon,in the event of CHECKED BY discrepancies arising after county approval or during construction, C v'� the private engineelr shall be responsible for determining an MA R F NGINE R NG AND DATE DATE M�G acceptable solution and revising the plans fe, approval by the CONSTRUCTION MANAGEMENT FOR CBMWD OF CA����� county.- l - OF/� BENCHMARK Nc. ELEV. 847.29KCT CONSULTANTS, INC• CIT !�,/ ONTARIO LOCATION: MISSION BLVD & MILLIKEN AVENUE CIVIL ENGINEERS -SURVEYORS -PLANNERS R E ✓� E WE D B Y REF: CSFB 4014, P(J. 4371 LATFiAl1 STREET, SURE 103, RIVERSIDE, CA. 925a1 (909) 341-8946 1867 _ _ -- - - ---- - BRASS DISK STAMPED RNLh\SIDE COUNTY ML39, APRIL DATE 1964 (0.30') DN. (f15 EAST) OF NOSE OF EAST MEDIAN APPROVED BY ATE: ISLAND. ACCEPTED BY CITY ENGINEER DATE R.C.E. NO. 38826 TERESITO N. TABIOLO EXP. DATE: 03-31-01 ONTARIO AIRPORT JURUPA STREET w Z INC MASS/Q 0 Z 3 3 • �/ e Y o W W OL� J 00 li Z w Z PROJECT o - SI TE Z Q ( R 7 W, T1 S, S6 ) z M w� M z Q 60 - FREEWAY N co POMONA FREEWAY I VICINITY MAP N.T.S. I I W LEGEN D -REMOVE EXISTING A.C. PAVEMENT - CONSTRUCT A.C. PAVEMENT ' - - CENTERLINE - - -RIGHT OF WAY -EXISTING CURB AND GUTTER - CURB AND GUTTER (PROPOSED) S 8" -- EXISTING SEWER LINE(SIZE AS NOTED) \�-- -® I A NOTED W EXISTING WATER LINES ZE S ) j -o -STREET LIGHT EXIST. SEWER MANHOLE I - WATER VALVE (EXISTING) -POWER POLE ❑ DRAIN -SQUARE DRAIN I I p-) -POWER POLE AND GUY ANCHOR Z- LIMITS OF OVERLAY ........... 00 EDGE OF PAVEMENT I I W o CHINO BASIN MUNICIPAL WATER DISTRICT I WGENERAL NOTES: Off AL WC)RK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY THE CHINO BASIN MUNICIPAL WATER DISTRICT, THE V) CITY OF ONTARIO AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I CONSTRUCTION (LATEST EDITION) AND THE C.B.M.W.D. STANDARD DETAIL SHEET OF THIS PLANS SET (SHEET NO. 2 OF 10) AS APPROPRIATE. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SHOWN ON THESE PLANS. I 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY I THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO (� SECTION 5 OF THE STANDARD SPECIFICATIONS. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 I OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROUND SERVICE ALERT (800- 422-4133) FOR UNDERGROUND LOCATIONS w 48 HOURS BEFORE DIGGING. W 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. I8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING &/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING I & MARKINGS SHAH BE DONE IN CONFORMANCE NTH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. I I I I 9. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. 10. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY CBMWD UNTIL AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING OF CONSTRUCTION. 11. IN ADDITION, CBMWD AND THE CITY OF ONTARIO SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY CBMWD AND/OR THE CITY OF ONTARIO. 12. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO CBMWD AND TO THE CITY OF ONTARIO. 0 SHEET OF 0 MS 3 71♦ STREET IMPROVEMENT PLANS TITLE SHEET 2, 0 CONTRACT D.A.B. 5085-S ACCOUNT DWG. N0. GENERAL NOTES RT --"\ EP nf"T s MOO PFR CAL ­1 -TRANS TRAffIC MANUAL 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO STANDARD Rl NO LEFT TURN SYM"L PER CAL -TRANS SPECIFICATIONS AND STANDARD DRAWINGS. 'fRAfFIC MANUAL 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 34 KEMwE EXIST. TREE/LANDbCAPE SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. 3T CONSTRUCT A•C. PAVING ?b MAUN EXISTINr, 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE O 0011STRUICT tYPE "D' CURB,$"CF PER COUNTY CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS RIII11sn"M STV, 0W6. No. 204. CONSTRUCTION. 3� GON5TRUGT !'ICC GUKA, 8" CF,'n'PE "D" I'ER CI?Y 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS Of ONTARIOSTU• IyWb• NO. 114. OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD -- SPECIFICATIONS. NOTE: 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6409-1.(b) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE DIVISION OF INDUSTRIAL SAFETY. THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND DURING CONSTRUCTION. UPON REQUEST OF THE OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133), (48 HOURS MINIMUM) IN SHALL BE PROMPTLY SUBMITTED TO THE CITY ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. ENGINEER FOR REVIEW. 7. THE CONTRACTOR SHALL OBTAIN A NO -FEE TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT -OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. 9. PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED, TESTED, AND � APPROVED BY THE CITY ENGINEER. 10. SEWER AND DRAINAGE MANHOLES, AND WATER VALVES SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. \� 11. A.C. PAVEMENT THICKNESS SHALL BE DETERMINED BY A SOILS TEST PRIOR TO PAVING. IF NO SOILS TEST IS PERFORMED THE THICKNESS OF THE A.C. PAVEMENT SHALL BE 8" MINIMUM. 12. STRUCTURAL SECTION SHOWN ON THE PLANS HAVE BEEN ASSUMED. AT THE TIME OF ROUGH GRADING, A SOILS C' I REPORT INCLUDING R -VALUE TESTS SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER. THE RECOMMENDED STRUCTURAL SECTIONS SHALL BE SUBMITTED FOR THE CITY ENGINEER'S REVIEW AND APPROVAL PRIOR TO PAVEMENT CONSTRUCTION. G 13. ALL SIDEWALK OBSTRUCTION SHALL HAVE SIIDEWALK CONSTRUCTED PER CITY OF ONTARIO STANDARD DRAWING NO. 109E. 14. IT IS THE DEVELOPERS RESPONSIBILITY TO INSURE ALL CURBS AND GUTTERS HAVE BEEN CONSTRUCTED TO PLAN- GRADE IN AREAS BELOW 0.50%. FIELD VERIFICATION FOR THOSE AREAS IS REQUIRED. THE CITY OF ONTARIO WILL REQUIRE THE REMOVAL AND RECONSTRUCTION OF CURBS AND GUTTERS WHICH ARE NOT SATISFACTORY. CONSTRUCTION NOTES �C 0 PLACE 6" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. (TENTATIVE STREET SECTION). 1OA PLACE 3.5" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. (TENTATIVE STREET SECTION). 18 RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED AGGREGATE BASE CLASS II. OCONSTRUCT PCC CURB AND GUTTER, TYPE "B", PER CITY OF ONTARIO STD. DWG. 105. 3O CONSTRUCT SPECIAL DRIVE APPROACH PER CITY OF ONTARIO STD. DWG. 107. 4O CONSTRUCT PCC CURB (8" CF), TYPE "D", PER CITY OF ONTARIO STD. DWG. 105. 4A RIVERSIDE COUNTY: CONSTRUCT TYPE "D" CURB, 8"CF PER STD. NO. 204. CONSTRUCT TRAFFIC ISLAND FLARE PER CITY OF ONTARIO STD. DWG. 110. CONSTRUCT DOWNDRAIN PER DETAIL "A" AS SHOWN ON SHEET 5. INSTALL PAVEMENT TRANSITION MARKERS PER CITY OF ONTARIO STD. DWG. 502A. 88 EXISTING AC PAVING TO BE REMOVED. RIVERSIDE COUNTY: SEE SHEETS 2, 6, 7 & 8 FOR LIMITS OF REMOVAL. OADJUST EXISTING MANHOLE TO GRADE. 10 NOT USED. 11 ADJUST EXISTING WATER VALVE TO GRADE. 12 CONSTRUCT GRADED SWALE AS SHOWN ON TYPICAL STREET SECTION. 13 CONSTRUCT STREET LIGHT. SEE STREET LIGHT PLAN. 14 REMOVE EXISTING AC BERM. i5 EXISTING TRAFFIC SIGNAL LIGHT BOX TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN DONE BY OTHERS. 16 EXISTING WATER WELL TO BE PROTECTED IN PLACE. 17 INSTALL 6" TO 9" RIVER RUN SMOOTH COBBLE STONE. SEE LANSCAPE PLAN (AT MEDIAN ISLAND ONLY). 18 EXISTING TRAFFIC SIGNAL LIGHT AND APPERTUNANCES TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN DONE BY OTHERS. 19 PLACE A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. SEE PLAN FOR LIMITS. RIVERSIDE COUNTY: USE A.C. OVERLAY A MIN THICKNESS OF 0.10' & 2' MIN FEATHER OUT FOR SMOOTH TRANSITION 20 INSTALL 2"X4" REDWOOD HEADER AT EDGE OF A.C. PAVING (TYPICAL). 21 CONSTRUCT BARRICADE PER CITY OF ONTARIO STANDARD DWG. 502. 22 3-1/2" AC PAVEMENT OVER COMPACTED NATURAL GROUND (TEMPORARY PAVING). �c = SEE GENERAL NOTE NO. 12. Underground Service Alert ;all: TOLL FREE 1-800 226-2700 TWO WORKING DAYS BEFORE YOU DIG 00 EQ PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction proctices,construction contractor will be required to assume sole and complete respon- sibility for site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continu- ously and not be limited to normal working hours,and construction contactor further agrees to defend, indem n ify and hold design professional harmless from any and all liabil- ity, real or alleged,in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. The private engineer signing these plans is responsible for accuracy and acceptability of the design hereon,in the event of discrepancies arising ofter county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. CITY OF REVIEWED BY ACCEPTED BY V, �D z w BOND USE ONLY) LJ AC PAVEMENT w iii 2. AGGREGATE BASE 655 CY U ol FOG SEAL 4.5 TONS 4. STREET IMPROVEMENT PLANS BRIDGESTONE FIRESTONE, D.A.B. - 5085-5 P.M. 9419 GREYSTONE DRIVE F,M, 9419 IN THE CITY OF ONTARIO L FOR RIVERSIDE COUNTY ESTIMATE OF QUANTITY (FOR BOND USE ONLY) 1. AC PAVEMENT 1,430 TONS 2. AGGREGATE BASE 655 CY 3. FOG SEAL 4.5 TONS 4. AC REMOVAL 35,386 SF 5. 8" CURB TYPE "D" 1,855 LF 6. EXCAVATE AND FILL 2,455 CY INC. i w w Cn ONTARIO AIRPORT JURUPA STREET o UJ z IF LLI o CHINO BASIN MUNICIPAL WATER DISTRICT z �z Fn GENERAL NOTES: z �w z> I crw e 4jjS, >- M O j W Ld `1 LU Liz LLJ TMENES ENGPVEERINC SPECIFICATIONS AS APPROVED BY THE CHINO BASIN MUNICIPAL WATER DISTRICT, THE z q1% Lu w CITY OF ONTARIO AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I I Q PROJECTLU I _ CONSTRUCTION (LATEST EDITION) AND THE C.B.M.W.D. STANDARD DETAIL SHEET OF THIS ��Q A{; �` ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY o Q SITE o E� 3r3+r/ob AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO CiYA? AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO EOF BEGINNING OF CONSTRUCTION. ofw ( R7W, T1 S, S6 ) z z U) Of w� U) 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF M > IZ/•3%9� z � WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING Q 60 - FREEWAY /"IS 1&7 14 SHEET 1 OF 10 STREET IMPROVEMENT PLANS POMONA FREEWAY VICINITY MAP CONTRACT N. T. S. D.A.B. 5085-S LEGEND_ f - REMOVE EXISTING A.C. PAVEMENT - CONSTRUCT A.C. PAVEMENT - - CENTERLINE - - -RIGHT OF WAY - EXISTING CURB AND GUTTER - CURB AND GUTTER (PROPOSED) S 8" - EXISTING SEWER LINE(SIZE AS NOTED) W$ - EXISTING WATER LINE(SIZE AS NOTED) -STREET LIGHT �S'� -EXIST. SEWER MANHOLE - WATER VALVE (EXISTING) 8 -POWER POLE ❑ DRAIN -SQUARE DRAIN O-) -POWER POLE AND GUY ANCHOR . ::: ::: -LIMITS OF OVERLAY EDGE OF PAVEMENT o w z IF LLI o CHINO BASIN MUNICIPAL WATER DISTRICT z W Fn GENERAL NOTES: z af I crw 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND LOCATIONS i w M = j 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS I -I REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. TMENES ENGPVEERINC SPECIFICATIONS AS APPROVED BY THE CHINO BASIN MUNICIPAL WATER DISTRICT, THE 168M VALLEY VIEW ALrk- z LA 14MADA CA 9W30 THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING CITY OF ONTARIO AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I I Q ! I I• CONSTRUCTION (LATEST EDITION) AND THE C.B.M.W.D. STANDARD DETAIL SHEET OF THIS ��Q A{; �` ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. Mo 01�i8 PLANS SET (SHEET NO. 2 OF 10) AS APPROPRIATE. E� 3r3+r/ob AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO CiYA? AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO EOF BEGINNING OF CONSTRUCTION. CAL`�p ® 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF FACILITIES OWNED AND OPERATED BY CBMWD AND/OR THE CITY OF ONTARIO. IZ/•3%9� u NAIDOOK I• AENAIAN PATE WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING SEE SHEET N 0 . 2 F O R 5 FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. I RIVERSIDE C 0 U N TY3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR 00 RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY ( I THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE O GENERAL NOTES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. oz�l� W A�i�l W INDEX MAP SCALE: 1"=200' COUN Y OF RIVERSIDE MS3714 SEAL RECOMMENDED FOR SEAL COUNTY APP D B DATE 12 = 9 7 REVIEWED BY: �= APPROVAL / 9,�OFESION4 FOR AN ORTATION ENT RIVERSIDE COUNTY, CALIFORNIA A� L2I/� �` �Q Fti� KHAL A. OTHM PROJECT MANAGER FOR CBMWD DATE /fs j �� R.C.E. NC 33950 ExP.DATE 6/30/98 1� /1�sr�✓� 1 KHALED A. OTHMAN / ,, / RCE No. 33950 R6 V I S I ONS DATE IZY�7 EXP. 6-30-98,x% APPY DATE JdA A '0 19,YACHECKED BY MARK DATE DESCRIPTION IE Pq . / ;-ad ilw­f? M- 117 G R F ENGINE RING AND Ill DATE AV►ED CONSTROCf �Z CONSTRUCTION MANAGEMENT FOR CBMWD DATE ,v��OF CA�� © 121021.99 SES ONTARIO BENCHMARK N c. ELEV. 847.29KCT CONSULTANTS, INC. LOCATION: MISSION BLVD & MILLIKEN AVENUE CIVIL ENGINEERS -SURVEYORS -PLANNERS REF: CSFB 4014, PG, 1 867 4371 LATHAM STREET, SUITE 103, RIVERSIDE, :;A. 92501 (909) 341-8940 DATE BRASS DISK STAMPED RIVERSIDE COUNTY ML39, APRIL 1964 (0.30') DN. (±15 EAST) OF NOSE OF EAST MEDIAN APPROVEE, E3v eL��DA E: /3-1`1% ISLAND. CITY ENGINEER DATE R.C.E. NO. 38826 TERESITC, N. TABIOLO EXP. DATE: -13-31 01 w Q FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. o 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE z G" 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND LOCATIONS i w 48 HOURS BEFORE DIGGING. - I 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS A REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. TMENES ENGPVEERINC 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING &/OR 168M VALLEY VIEW ALrk- SCALE: 1"=200' COUN Y OF RIVERSIDE MS3714 SEAL RECOMMENDED FOR SEAL COUNTY APP D B DATE 12 = 9 7 REVIEWED BY: �= APPROVAL / 9,�OFESION4 FOR AN ORTATION ENT RIVERSIDE COUNTY, CALIFORNIA A� L2I/� �` �Q Fti� KHAL A. OTHM PROJECT MANAGER FOR CBMWD DATE /fs j �� R.C.E. NC 33950 ExP.DATE 6/30/98 1� /1�sr�✓� 1 KHALED A. OTHMAN / ,, / RCE No. 33950 R6 V I S I ONS DATE IZY�7 EXP. 6-30-98,x% APPY DATE JdA A '0 19,YACHECKED BY MARK DATE DESCRIPTION IE Pq . / ;-ad ilw­f? M- 117 G R F ENGINE RING AND Ill DATE AV►ED CONSTROCf �Z CONSTRUCTION MANAGEMENT FOR CBMWD DATE ,v��OF CA�� © 121021.99 SES ONTARIO BENCHMARK N c. ELEV. 847.29KCT CONSULTANTS, INC. LOCATION: MISSION BLVD & MILLIKEN AVENUE CIVIL ENGINEERS -SURVEYORS -PLANNERS REF: CSFB 4014, PG, 1 867 4371 LATHAM STREET, SUITE 103, RIVERSIDE, :;A. 92501 (909) 341-8940 DATE BRASS DISK STAMPED RIVERSIDE COUNTY ML39, APRIL 1964 (0.30') DN. (±15 EAST) OF NOSE OF EAST MEDIAN APPROVEE, E3v eL��DA E: /3-1`1% ISLAND. CITY ENGINEER DATE R.C.E. NO. 38826 TERESITC, N. TABIOLO EXP. DATE: -13-31 01 4?1z_P P D3296- I 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND LOCATIONS LLQ 48 HOURS BEFORE DIGGING. - I 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS A REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. TMENES ENGPVEERINC 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING &/OR 168M VALLEY VIEW ALrk- PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR LA 14MADA CA 9W30 THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE I I STANDARD SPECIFICATIONS. ! I• 9. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ��Q A{; �` ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. Mo 01�i8 10. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY CBMWD UNTIL E� 3r3+r/ob AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO CiYA? AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO EOF BEGINNING OF CONSTRUCTION. CAL`�p 11. IN ADDITION, CBMWD AND THE CITY OF ONTARIO SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY CBMWD AND/OR THE CITY OF ONTARIO. IZ/•3%9� 12. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL NAIDOOK I• AENAIAN PATE SAFETY PERMIT TO CBMWD AND TO THE CITY OF ONTARIO. RCS NO. 43293 /"IS 1&7 14 SHEET 1 OF 10 STREET IMPROVEMENT PLANS _ CONTRACT TITLE SHEET D.A.B. 5085-S ACCOUNT DWG. NO. 4?1z_P P D3296- I I Lo N 1 U-1 E Q 00 0)03 -o a W EXISTING GROUND MATCH EXISTING GROUN R/W .. I Iz I4 PROPOSED GRADE % Ile PER FT- 2:1 MAX .�, Y. PROPOSED GRADE 2 SEE PROFILE FOR GRADE-/ PLACE A.C. PAVING OVER CRUSHED AGGREGATE BASE. CL DOUBLEDAY AVENUE TYPICAL SECTION - DOUBLEDAY AVENUE CITY OF ONTARIO 120' RIVERSIDE COUNTY 60' 60' 47' 1 42' 18'1 9't 13' I 20' CITY OF ONTARIO 120' RIVERSIDE COUNTY 60' 60' 47' 1 42' 18'1 9't STA. 96+56.90TO STA.99+61.90 62' 88' 150' 14'1 34'1 14'1 68' EXISTING W BOUND 16' 52 Ld 26' f c EXISTING E'BOUND w z� REMOVE 2' l-- o 8 1 N o IAC PAVING ? w 3' = EXISTING A.C. PAVING QZ to 3' C5l AND AGGREGATE BASE 4 �� w 0 VARIESy Awa 2% EXISTING DIRT` / CHANNEL EXISTING A.C. PAVING'` CL MISSIONAND AGGREGATE BASE BOULEVARD OPLACE A.C. PAVING OVER CRUSHED AGGREGATE BASE. SECTION "X" - "X" SEE SHEET NO. 3 FOR LOCATION 62' 4. -> I 261 150' 88' CONSTRUCTION NOTES 150' 6" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. 20' a 1 14'1 a r 1 62' 88' I 14'1 a I r 14'f 34'1 14'1 RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED 64' /1 48 24' o 16' 46' EXISTING W'BOUND 4' 49'1 EXIST. E'BOUND QCONSTRUCT 11' 13' _ 10' 10' PER CITY OF ONTARIO STANDARD DWG. 105. 1 1ON-SITEPAVING O CONSTRUCT PCC CURB (8" CF), TYPE "D", GRADING PLAN 27"-39" PER CITY OF ONTARIO STANDARD DWG. 105. 38' 4A T RIVERSIDE COUNTY: CONSTRUCT TYPE "D" CURB, 8" CF PER 1 � OEXISTING 2' 10' 26' 14 REMOVE EXISTING AC BERM. CONSTRUCT SPECIAL DRIVEWAY I 6" EXISTING A.C. O Q �v� Q w STANDARD DWG. 107 0 EXISTING A.C. PAVING OVERLAY Z _ w 0 3 w �o 19 rAND AGGREGATE BASE V< 3w cQ� J o > 1 "MIN. IZ0 / �Z FEATHER AS REQUIRED w a o00 I I � 9 FOR SMOOTH TRANSITION o 2' w w I - = VARI_ w w 0 w N VARA v � I � TING MEET EXIS � AND TRENCH BACKFILL. SECTION A -A EXISTING DIRT CHANNELEXISTING A.C. OVERLAY , , \-� �f / EXISTING GROUND CONE CL MISSION BOULEVARD EXISTING A.C. PAVING PLACE A.C. PAVING OVER AND AGGREGATE BASE CRUSHED AGGREGATE BASE. TYPICAL SECTION - MISSION BOULEVARD STA. 96+56.90TO STA.99+61.90 62' 88' 150' 14'1 34'1 14'1 68' EXISTING W BOUND 16' 52 Ld 26' f c EXISTING E'BOUND w z� REMOVE 2' l-- o 8 1 N o IAC PAVING ? w 3' = EXISTING A.C. PAVING QZ to 3' C5l AND AGGREGATE BASE 4 �� w 0 VARIESy Awa 2% EXISTING DIRT` / CHANNEL EXISTING A.C. PAVING'` CL MISSIONAND AGGREGATE BASE BOULEVARD OPLACE A.C. PAVING OVER CRUSHED AGGREGATE BASE. SECTION "X" - "X" SEE SHEET NO. 3 FOR LOCATION 62' 4. -> I 261 150' 88' CONSTRUCTION NOTES 21 TPLACE 6" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. 20' a 1 14'1 a (TENTATIVE STREET SECTION). SEE GENERAL NOTE NO. 12 . 1 1 q PLACE 3.5" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. I 14'1 (TENTATIVE STREET SECTION). SEE GENERAL NOTE NO. 12. r 1B RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED 0 /1 48 AGGREGATE BASE CLASS II. EXISTING W BOUND 16' 46' 13' 13' I QCONSTRUCT PCC CURB AND GUTTER, TYPE "B", Cr 10' 10' PER CITY OF ONTARIO STANDARD DWG. 105. 1 1ON-SITEPAVING O CONSTRUCT PCC CURB (8" CF), TYPE "D", GRADING PLAN 27"-39" PER CITY OF ONTARIO STANDARD DWG. 105. 4.19; �- 4A T RIVERSIDE COUNTY: CONSTRUCT TYPE "D" CURB, 8" CF PER 8" OEXISTING STD. NO. 204. AC PAVING TO BE REMOVED. 29'1 23'f 14 REMOVE EXISTING AC BERM. CONSTRUCT SPECIAL DRIVEWAY 0 6" APPROACH PER CITY OF ONTARIO O Q �v� Q z STANDARD DWG. 107 17 INSTALL 6" TO 9" RIVER RUN SMOOTH COBBLE STONE. }a 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS FOR AASHTO H2O SEE LANDSCAPE PLAN. 19 PLACE A.0 OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. 26' 8't RIVERSIDE COUNTY: PLACE A MIN AC THICKNESS OF 0.10' & "MIN. 2' MIN FEATHER OUT FOR SMOOTH TRANSITION. T 1= 20 INSTALL 2"X4" REDWOOD HEADER AT EDGE OF A.C. PAVING. 21 TYPE A B** a 1 14'1 a 34'1 14 t 62 PIPE DIAMETER 14'1 34'1 14'1 68' 20 r a 6'-0"+ TO 21" /1 48 r a EXISTING W BOUND 16' 46' 13' 13' I EXISTING WBOUND * 24 16' 52' 10' 10' 36" 38' 8' 6" 6" 7'-0"+ 27"-39" U- � � 36" 1 8" 6" 7'-0"+ 29'1 23'f 72" 34'1 EXIST. E'BOUND 36" 0 6" 1 6" O Q �v� Q z .; }a 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS FOR AASHTO H2O EXISTING E'BOUND < > 26' 8't "MIN. LOADING. T 1= 3000 P.S.I.2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION � E j w w < MANHOLE DIMENSIONAL DATA MANHOLE DIAMETER TYPE A B** C D E PIPE DIAMETER 48" REINFORCED 36" 30" 5" 4 1/8" 6'-0"+ TO 21" /1 48 REINFORCED 1 36' 30„ 6fY 6„ 61 -0" + * 24 60" REINFORCED 36" 30" 6" 6" 7'-0"+ 27"-39" 60" REINFORCED 36" 30" 8" 6" 7'-0"+ * 42" 72" REINFORCED 36" 30" 6" 1 6" 8'-0"+ 45" & GREATER EXISTING GROUND F ,� �� w of 0 REMOVE w ? a o * IF CONNECTIONS & TEES ARE REQUIRED, USE NEXT HIGHER DIAMETER MANHOLE SEE PROFILE <t - 1 w 8 I p AC PAVING xo a ��� RT. MEDIAN I z z 1 w wz 0 ~ 2' to ** WHERE 30" OPENING IS NOT POSSIBLE USE CONCENTRIC COVER, ALHAMBRA 2.• 7 ,11 � �� 8 4 TC - 1.37' 1.01 I 2' REMOVE J > � 1 ~ qk Q wAC PAVING Q z oNG >: 1/4b F- 096 < " _-- 2 0% z w �'' Q r - SAND AGGREGATE BASE o I� FOUNDRY TYPE A-1325 OR EQUIVALENT X PER FT. -- - P 5� 2 v w w 3 7�( o� 21� I Q o >a -J I VAR-�_ �i� 2 EXISTING A.C. PAVING F w a o O _ _ - 1 g' - 2.69. JI w" STA. 82+32 TO STA. 86+12 C7 H w to �` PI '-_' C3 EXISTING GROUND = AND AGGREGATE BASE z V) o _ -t a O PLACE A.C. PAVING OVER AND DIRT SWALE �) 4 a w o C1 o (� EXISTING DIRT -MEET EXISTING CRUSHED AGGREGATE BASE. EXISTING PAVING TO BE REMOVED(j) a a I �_/ L I EXISTING GROUND NOTE: w < CHANNEL EXISTING A.C. PAVING ?` ` - 1.0_ )% - �'5=" 6 :_2 5% w _ AND AGGREGATE BASE �--� CL MILLIKEN `- - �� _ _ Sg CL MISSION AVENUE- COUNTY LINE �� - - � � N BOULEVARD / MANHOLE FRAME &COVER SHALL BE ALHAMBRA FOUNDRY OPLACE A.C. PAVING OVER 2 I -MEET EXISTING TYPE A-1252 OR LONG BEACH IRON WORKS TYPE X -106B OR 1 11 EXISTING DIRT ` EXISTING A.C. PAVING � MEET EXISTING CRUSHED AGGREGATE BASE. MILLIKEN AVENUE CHANNEL AND AGGREGATE BASE SECTION .f, EXISTING GROUND APPROVED EQUAL. FRAME &COVER SHALL BE BITUMINOUS TYPICAL SE 1 EXISTING GROUND "�` ����� COATED & WEIGH A MINIMUM OF 430 LBS. THE COVER SHALL CL MISSION BOULEVARD HAVE TWO PICK HOLES. STA. 40+10 TO STA. 40+80 1 PLACE A.C. PAVING OVER PLACE A.C. PAVING OVER 1 CRUSHED AGGREGATE BASE. L CASE II STA. 43+25 TO STA. 48+21'CRUSHED AGGREGATE BASE. STA. 87+82 TO STA. 90+3 COUNTY OF RIVERSIDE TI=9.0, R=54 TYPICAL SECTION - MISSION BOULEVARD TYPICAL SECTION - MISSION BOULEVARD CITY OF ONTARIO RIVERSIDE COUNTY STA. 91 + 56.88 TO STA. 95+36.90 STA. 82+32.00 TO STA. 90+36.88 120GENERAL NOTES FOR RIVERSIDE COLW Y 60' 60' 13' 47' 42'1 18'1 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER EXPANSIVE SOILS ARE ENCOUNTERED. '* SHALT- FOR TRACT MAPS OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY AND PARCEL MAPS- MAY FOR PERMIT CASES.`i TRANSPORTATION DEPARTMENT,PERMIT SECTION, FOR AN 40' 7' 10' >- 8. ASPHALTIC EMULSION ( FOG SEAL ',I SHALL BE ,APPLIE'D NOT II IQ ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC 0 191 �7' 3' FEATHER AS 3 LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE RIGHT OF WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE,- AND II REQUIRED FOR a 11 RIGHT ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF C.05 GROUNDS x o TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL 6g \ pp p� SMOOTH TRANS. I GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM o o 0 o AC OVERLAY zC7 CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF STANDARD 2. ,0 8 6 �z = TO SECTION 37, 39 AND 94 OF THE STATE S > > (SEE PLAN) cn-> CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES Mq 1/4" 2 00 XQ af SPECIFICATIONS. �P P R FT. �2.0% 3 . -� wa - 2. TAH ED CONTRACTOR SHALLBBERREOSPONSIBLE FOR THE CLEARING TION DIRE'�TOR, THE X 9. AS DETERMINEC BY THE TRANSPORTA 4 o11-- � ` AREA, AND RELOCATION COSTS OF DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD zEXISTING A.C. PAVING OF THE PROPOSED WORK v IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO >3w AND BASE ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF 2 EXIST. PAVING TO �cai» EXISTING GROUND CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE AND BE REMOVED AND DIRT SWALE BEGINNING OF CONSTRUCTION. MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL PLACE A.C. PAVING OVER 1 PHONE: (909) 275-6790 FOR PERMIT CASES ( C.U., P.U., P.P., STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. CRUSHED AGGREGATE BASE. Lt -%1 MILLIKEN OR VOLUNTARY) CABAZON AND AREA WEST 10 ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY I AVENUE- COUNTY LINE 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RI LEVELING I TO COUNTY STANDARD N0. 816. RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL REQUIRED - 4. TYPES OF LANDSCAPING IN THESE AREAS AND ALL RERE MAX., 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE 12 "6" MIN. TYPICAL SECTION - MILLIKEN AVENUE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE 4 TO STA. 40+ 1 0 ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE STA. 32+43 1990. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN STA. 40+80 TO STA. 43+25 PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT 11. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS LIMITED TO THE FOLLOWING- SEWER, WATER, ELECTRIC, GAS, STORM ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT COUNTY OF RIVERSIDE TI -9.0, R-54 DRAINS, PLANS, NO REVIEW OR APPROVAL OF PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION 16 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEPARTMENT, RI COUNTY OF KIVER510E. DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, M CON5TRUCTION QUANTITIES REGULATORY, GUIDE AND WARNING SIGNS 'WITHIN THE PROJECT 12. AFTER OCTOBER 1,1992, CONSTRUCTION PROJECTS THAT R LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL D EiCCAvAT'E AND FILL. 2,455 CY Type "D" Gume 1055 L_F THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDESj PERMIT. COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. OWNERS /DE "VELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT A*&RFcvA-r& BAs* CLAss g (055 CY TRAFFIC 15[&M^L MODIFICATION I LS (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD A*PiaALTCONCR$T£ 1,430 Tow SIGNING Aran STRIPI & I L5 7. ALL STREETS SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION A,oPHAL-r EMULstou f.5 Tot+3 (*) BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT PLAN (SWPPP' AND MONITORING PLAN FOR THE SITE. STREET SECTION REQUIREMENTS. USE STANDARD NO.401 IF COOf RIVERSIDE MS REVIEWED BY: SEAL RECOMMENDED FOR SEAL COUNTY APPROVED BY DATE Underground Service Alert PRIVATE ENGINEERING NOTE APPROVAL -RIVERSIDE CO. V DEC O. �FES10 q QR N Construction contractor agrees that in accordance with generally accepted construction ^_ ;all: TOLL FREE proctices,construction contractor will be required to assume sole and complete respon- ��./ sibility for site conditions during the course of construction of the project, including �y //00f-7� safety of all persons and property, that this requirement shall be made to apply continu-� �� �FFO TR SPORTATIO DEP ENT RIVERSIDE COUNTY. CALIFORNIA ously and not be limited to normal working hours,and construction contactor further � � KH D A. OT MAN -800 agrees to defend,indernnify and hold design professional harmless from any and all liabil- zl*-J rr)N �� � / i4tiea �'�KHALED A. OTHMANr� R.C.E. N0. 33956 EXP.DATE 6/30/98 ity, real or alleged,in connection with the performance of work on this project, excepting PROJECT MANAGER FOR CBMWD DATE FAairiln �EiCl�ile4► ~'�/ �r �' liability arising from the sole negligence at design professional 226-2700 ' � I `i4 RCE No 33950 L DATE l�L�f7 f The private engineer signing these plans is responsible for \\Exp• 6-30-98 accuracy and accep'obility of the design hereon,in the event of / discrepancies arising after county approval or during construction, CHECKED BY the private engineer shall be responsible for determining an ANAGER OF ENGINEERING N DATE qTf V TWO WORKING DAYS BEFORE YOU DIG acceptable solution and revising the plans for approval by the DATE OF CN county. CONSTRUCTION MANAGEMENT FOR CBMWD 7 DAF BY APPROVED RCE DESIGNED BY T.N.T. BENCHMARK NO, ELEV. CONSULTANTS, INC. DATE LOCATION CIVIL ENGINEERS -SURVEYORS -PLANNERS 4371 LATHAM STREET, SUITE 103, RIVERSIDE, CA. 92507 49091 343-8940 DRAWN BY T.N.T./M.M. REVIEWED BY: DATE DATE APPROVED BYTE. .� DATE: /Z-/0-17 CHECKED BY ACCEPTED BY: SEE SHEET N0. 1 DATE CITY ENGINEER DATE R.C.E. N0. TERESITO N. TABIOLCI EXP. DATE TOP VIEW COVER DETAIL ALTERNATE GROUND SURFACE ONLY IF MANHOLE IS SPECIFIED TO BE BURIED 12" ALTERNATE LETTER 3000 P.S.I. CONCRETE LOCATION AS7SII 12" STREET SURFACE REQUIRED 1 1/2" LETTERS 12" 12" IN 6" X 9" BOX ASPHALT PAPER - - CEMENT WRAPPED=171r -' ' � �I � • • MORTAR 111=11' ALTERNATE LETTER 12, '- LOCATION 30 CLEAR OPENING OPEN FIELD ROADWAY SEE ENTRANCE SHAFT DETAILS HEREON ALTERNATE PRECAST CONCRETE MANHOLE 2 EACH - 2' LENGTHS VCP J EXITING MANHOLE Lo ENTRANCE SHAFT LOCATION AS DIRECTE BY THE ENGINEER A I ET ALL SHELVES TO A " OR 32" EQUIRED DE 2 10 HAVE COARSE - MS 371- NGS TO SEE "MANHOLE D BROOM FINISH KE UP DIM. DATA" 0 CONTRACT D- D SLOPE NOTE L 2 EACH - 2 50855 PI1P SHELF INVERT ELEVATIONS AS LENGTHS VCP D A. 1/2"/FT. SHOWN ON PLAN AND ENTERING MANHOLE _ 9'2 P P PROFILE. + 2" MIN. PLAN NOTES .; J VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS FOR AASHTO H2O : OF A.S.T.M. C478 AND BE DESIGNED "MIN. LOADING. 3000 P.S.I.2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF E GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM CONCRETE TO THE DISTRICT'S STANDARD SPECIFICATIONS FOR PIPE BEDDING BASE AND TRENCH BACKFILL. SECTION A -A C B M W D STANDARD SEWER MANHOLE WITH ECCENTRIC CONE NO SCALE STREET IMPROVEMENTS PLANS STREET TYPICAL SECTIONS AND DETAILS r 2 10 MS 371- SHEET OF 0 CONTRACT D.A.B. 50855 ACCOUNT R DWG. NO. _ 9'2 P P D329�o-2 I "in—IN U011 C -.i F: L t- i 29+00 LL) M - -_ LLJ SEMEN �.. MEN 01ONNEIIIIIIIIIIIN ._._ .. _. v ,'] ' �. i/. i •_•_ 3333_••_{___ _ _•__ .. _ - - C c �' �`,i ��'Il�liiii lil.'y'.; �d i►. .ai' `� `_ 3333_ __ _3_3_3_3____. ______. ___._._ ,mow < _ r _ _. ... ... ...... .... .......... • - .. t... t x.. i <... :. c. ,... x i.... A-.. .. .. _� .. _ .F_ .. a ,...... .,.y._ :... - t _ r O � f- - <_ ______.-:.- --3- _rtc33.33.33.33.__.__ _3333__ 333___ - ... _ _ e le �r ......__. _. ..s _. c .... a a e ....r t c -. c. x 1� " _ "B' PER CITY OF ONTARIO STD. DWG. NO. 105. WZ =O J� m- W' = 0 v C� Z I— Q Q W O r� _ C9 O (n J J Q c 0 C� a , .I J w ww~jjI I X N oao®Jw O o EXIS'NG 18" LINE^4 CONSTRUCT PCC CONCRETE CUR B (8" CF) , TYPE " p„ (0 CD iLiR 4 WZ v zINTERSECTION PER CITY 0F ONTARIO STD DWGNO105 �+Q LLJF- c) co31.91.84 MILLIKEN AVE. m0Ln RIVERSIDE COUNTY: CONSTRUCT TYPE „D' CURB, 8 C F PER STD. N0. 204 . DRIVE x w S-tt� V) =26+46.54 GREYSTONE w EXISTING O EWER ~ 0 EXISTING A.C. 14 m ,_ �-� o� I- L�ru til °, Rol O CONSTRUCT TRAFFIC ISLAND FLARE PER CITY OF ONTARIO V) X + (0 w w ' � R?OPOSED RIGHT QF WAY �`'"" o I UK� ED o� W STD. DWG. N0. 110. w w EXISTING 8" CURB 04 N 2 13 1 2 W O EXISTING A.C. PAVING TO BE REMOVED. t AND GUTTER _ � - �`� - �_ - � - ��`� _ _ _- - -- ADJUST EXISTING MANHOLE TO GRADE. \ ; 9 y, ., — — _=���__, _; � W LIGHT PLAN. - _ � _ _� � -_ � � �� TREET LIGHT. SEE STREET � $ ,:. =3333_ ___-„;,,;;;; - -_:� CONSTRUCT S — 3333__ 13 _ _ o INE SAW CUT L r REMOVE EXISTING A.C. BERM. ffff EXISTING RAISED � _ 0 0 H rb%1R9OO EXISTING WATER VALVES _ _ CURB ISLAND (TO -BE -PROTECTED) r . :: O RIVER RUN SMOOTH COBBLE STONE. 32 SEE LANDSCAPE PLAN FOR MEDIAN ON 1 LY. — — — — — — — — — — — � � 17 30 1 19 PLACE U G PAVFNG TRIM LINE 10' RT .:::::::::::. . �-- 29 '` SOF 0.10' & 2' MIN RYAY E A MINFEATHERACUTH THICKNESS T FOR SMOOTH TRA . : :':':' `:: :,: ::::::: - RIVERSIDE COUNT US c,... ;.-. ..,..r'... .'. .. . . . . . .. (SAW AUT LINE) _ :. '\g rLF fir, o iv ::: :::::::::.:.:.: .. .Z,T:. ,, : :': : ... FEATHER OUT FOR SMOOTH TRANSITION. 0 ��� OOH I OM�L��ODC� N ti 'S i �j •� SAW -CUT :':-:':':': :':': 19 _:` :. EXISTING \�DGE OF PAVING-.' :: `L I 4 LINE ��. :,� co 19 EXISTING EDGE AVENUE 5 �,��CC, MILLIKEN :: ::.:...::::.::::_::: - :::::..: _ -. �... - - - = �- 1�:� �: OF PAVING 12„ Cn 12” ®0=� - 1 �'� _ DATA 12" _ - �� — — —- — — =SIL16 at 16 _ _ _ 16!! — — G1.`— J L — G—- - - - CURVE RADIUS LENGTH TANGENT DELTA r M_ -G16" — — — — — G16 — — — — - = G - - — �- - - - - - - -— - - - -� ---- - - 0 1 400.00 63.31' 31.72 09'04 07 w v EXISTING A.C. PAVING EXISTING 12" FUEL OIL o,'; EXISTING 16" HIGH PROTECT IN PLACE PAVING LEGEND: Underground Service Alert ,all: TOLL FREE 1— 800 226-2700 TWO WORKING DAYS BEFORE YOU DIG REVISIONS AT�APPROVED/RCE# DISTRIBUTION LINE BY S.C.E. PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction practices,construc*ion contractor will be required to assume sole and complete respon- sibility for site conditions during the course of construction of the project, inciu ding safety of all persons and property,that this requirement shall be made to apply continu- ously and not be limited to normal working hours,and construction contactor further agrees to defend, iindemnify and hold design professional harmless from any and all liabil- ity, real or alleged,in connection with the performance of work on this project, excepting liability arising frorm the sole negligence of design professional. The private engineer signing these plans is responsible for accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. DESIGNED BY T.N•T• CITY O ONTARIO DATE JULY, 1997 DRAWN BY O-E.G.ZM.M. REVIEWED BY DATE JULY, 1997 CHECKED BY ACCEPTED BY CITY ENGINEER DATE Iz w w Ln I-- X W DATE DATE UJ 00 w w I� wry COUNTY OF RIVERSIDE MS 3714 sEAL RECOMMENDED FOR SEAL COUNTY APPROVED BY DATE APPROVAL oF�C,FES,hIN4r R TRA SPORTATION DE R RIVERSIDE COUNTY, CALIFORNIA, NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY PRIOR TO PERFORMING ANY CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY BENCHMARK No LOCATION SEE SHEET N 0. 1 ` EXISTING A.C. PAVING TO BE REMOVED A.C. PAVING AND BASE PER O J �2' \�G„',, K AL : A, GTHMA ✓ Ir'33950 �_XF DATE 8:'30 '`9 c I R.C.E. NC. .... .................... KHALED 4. C-THMAN T'II'II A.C. OVERLAY S R' --E NO. 3-3950 I . DATE �Zti�f% b-3CI-983 Ex CHECKED BY Q AT E,ATE ELEV. CONSULTANTS, INC. PLAN & PROFILE OF STREET IMPROVEMENTS ON CIVIL ENGINEERS -SURVEYORS -PLANNERS 4371 LATHAM STREET, SUITE 103, RIVERSIDE, 'CA. 92501 I909i 341-8940 MILLIKEN AVENUE A PP R C'v''E D � `� %i��.l d-%-�,a C� a' T� : l � ' Z �'� 7 ATE 3-31-01 FROM STA. 31+91.84 TO STA. 38+50.00 R.C.E< NC�.: S. 38826 TERESITO N. TABIOLEXP. M5 3714 SHEET 6 OF 10 Iq CONTRACT D.A.B. 5085-S ACCOUNT DWG, NO. R— /1. 9/2 -PP - -_ SEMEN MEN 01ONNEIIIIIIIIIIIN ._._ .. _. ,'] �. i/. �' �`,i ��'Il�liiii lil.'y'.; �d i►. .ai' `� ,mow e le �r � � • ����� `W—: •A i1 ttA L7's �t�l's11� !� Cs. �3 i7 _ i �� iii � � � .i �. ii ��� ��I� S @ � .. ,• • � • � � S= .. ��II � •,,44,4 1,,,444�,,,,�a��� �I��w'�!►: �I 41�A111144�111111111A1#1444�4A .� �1S 1_. . � am •� � s� � •i '� w•n `... to l i _•�. �1 , • � : i , /1' ?; til .� � � 1„p • V 0 AS on •e as •e � _ ,w •! -. � �t� �w Ri • s�'t>i a e a w� L - -. .• .. �,.. .�.wr�� - Cfiw1�>�iPii�iM4��!/IR 1��, i ��. Is � wl �iw► � �. � I� � � � � 11i EMS •. • ♦�•, � 3\. _. p �$ �1 Irk. _ � � @ V � .a @ iii��• .• �� rawrl� a i•�� Ni w. ,alii �r_ • ,,.�A�AAA X�771Y �Ai � ,i n1150.1001 I mph NEW ��� �. ,. �, i - - . -� -...a_.....a...La.�4..W.W.•wrw..11ee.Ctlllll 1� " _ "B' PER CITY OF ONTARIO STD. DWG. NO. 105. WZ =O J� m- W' = 0 v C� Z I— Q Q W O r� _ C9 O (n J J Q c 0 C� a , .I J w ww~jjI I X N oao®Jw O o EXIS'NG 18" LINE^4 CONSTRUCT PCC CONCRETE CUR B (8" CF) , TYPE " p„ (0 CD iLiR 4 WZ v zINTERSECTION PER CITY 0F ONTARIO STD DWGNO105 �+Q LLJF- c) co31.91.84 MILLIKEN AVE. m0Ln RIVERSIDE COUNTY: CONSTRUCT TYPE „D' CURB, 8 C F PER STD. N0. 204 . DRIVE x w S-tt� V) =26+46.54 GREYSTONE w EXISTING O EWER ~ 0 EXISTING A.C. 14 m ,_ �-� o� I- L�ru til °, Rol O CONSTRUCT TRAFFIC ISLAND FLARE PER CITY OF ONTARIO V) X + (0 w w ' � R?OPOSED RIGHT QF WAY �`'"" o I UK� ED o� W STD. DWG. N0. 110. w w EXISTING 8" CURB 04 N 2 13 1 2 W O EXISTING A.C. PAVING TO BE REMOVED. t AND GUTTER _ � - �`� - �_ - � - ��`� _ _ _- - -- ADJUST EXISTING MANHOLE TO GRADE. \ ; 9 y, ., — — _=���__, _; � W LIGHT PLAN. - _ � _ _� � -_ � � �� TREET LIGHT. SEE STREET � $ ,:. =3333_ ___-„;,,;;;; - -_:� CONSTRUCT S — 3333__ 13 _ _ o INE SAW CUT L r REMOVE EXISTING A.C. BERM. ffff EXISTING RAISED � _ 0 0 H rb%1R9OO EXISTING WATER VALVES _ _ CURB ISLAND (TO -BE -PROTECTED) r . :: O RIVER RUN SMOOTH COBBLE STONE. 32 SEE LANDSCAPE PLAN FOR MEDIAN ON 1 LY. — — — — — — — — — — — � � 17 30 1 19 PLACE U G PAVFNG TRIM LINE 10' RT .:::::::::::. . �-- 29 '` SOF 0.10' & 2' MIN RYAY E A MINFEATHERACUTH THICKNESS T FOR SMOOTH TRA . : :':':' `:: :,: ::::::: - RIVERSIDE COUNT US c,... ;.-. ..,..r'... .'. .. . . . . . .. (SAW AUT LINE) _ :. '\g rLF fir, o iv ::: :::::::::.:.:.: .. .Z,T:. ,, : :': : ... FEATHER OUT FOR SMOOTH TRANSITION. 0 ��� OOH I OM�L��ODC� N ti 'S i �j •� SAW -CUT :':-:':':': :':': 19 _:` :. EXISTING \�DGE OF PAVING-.' :: `L I 4 LINE ��. :,� co 19 EXISTING EDGE AVENUE 5 �,��CC, MILLIKEN :: ::.:...::::.::::_::: - :::::..: _ -. �... - - - = �- 1�:� �: OF PAVING 12„ Cn 12” ®0=� - 1 �'� _ DATA 12" _ - �� — — —- — — =SIL16 at 16 _ _ _ 16!! — — G1.`— J L — G—- - - - CURVE RADIUS LENGTH TANGENT DELTA r M_ -G16" — — — — — G16 — — — — - = G - - — �- - - - - - - -— - - - -� ---- - - 0 1 400.00 63.31' 31.72 09'04 07 w v EXISTING A.C. PAVING EXISTING 12" FUEL OIL o,'; EXISTING 16" HIGH PROTECT IN PLACE PAVING LEGEND: Underground Service Alert ,all: TOLL FREE 1— 800 226-2700 TWO WORKING DAYS BEFORE YOU DIG REVISIONS AT�APPROVED/RCE# DISTRIBUTION LINE BY S.C.E. PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction practices,construc*ion contractor will be required to assume sole and complete respon- sibility for site conditions during the course of construction of the project, inciu ding safety of all persons and property,that this requirement shall be made to apply continu- ously and not be limited to normal working hours,and construction contactor further agrees to defend, iindemnify and hold design professional harmless from any and all liabil- ity, real or alleged,in connection with the performance of work on this project, excepting liability arising frorm the sole negligence of design professional. The private engineer signing these plans is responsible for accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. DESIGNED BY T.N•T• CITY O ONTARIO DATE JULY, 1997 DRAWN BY O-E.G.ZM.M. REVIEWED BY DATE JULY, 1997 CHECKED BY ACCEPTED BY CITY ENGINEER DATE Iz w w Ln I-- X W DATE DATE UJ 00 w w I� wry COUNTY OF RIVERSIDE MS 3714 sEAL RECOMMENDED FOR SEAL COUNTY APPROVED BY DATE APPROVAL oF�C,FES,hIN4r R TRA SPORTATION DE R RIVERSIDE COUNTY, CALIFORNIA, NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY PRIOR TO PERFORMING ANY CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY BENCHMARK No LOCATION SEE SHEET N 0. 1 ` EXISTING A.C. PAVING TO BE REMOVED A.C. PAVING AND BASE PER O J �2' \�G„',, K AL : A, GTHMA ✓ Ir'33950 �_XF DATE 8:'30 '`9 c I R.C.E. NC. .... .................... KHALED 4. C-THMAN T'II'II A.C. OVERLAY S R' --E NO. 3-3950 I . DATE �Zti�f% b-3CI-983 Ex CHECKED BY Q AT E,ATE ELEV. CONSULTANTS, INC. PLAN & PROFILE OF STREET IMPROVEMENTS ON CIVIL ENGINEERS -SURVEYORS -PLANNERS 4371 LATHAM STREET, SUITE 103, RIVERSIDE, 'CA. 92501 I909i 341-8940 MILLIKEN AVENUE A PP R C'v''E D � `� %i��.l d-%-�,a C� a' T� : l � ' Z �'� 7 ATE 3-31-01 FROM STA. 31+91.84 TO STA. 38+50.00 R.C.E< NC�.: S. 38826 TERESITO N. TABIOLEXP. M5 3714 SHEET 6 OF 10 Iq CONTRACT D.A.B. 5085-S ACCOUNT DWG, NO. R— /1. 9/2 -PP wal f®r- MELIN r a • lw i! \\\ �Xti .Z mm ams .���M&k\a \\w\�Xx N���sx..\tom\ .��a\��� .ate ININ ��\��\ \\kNl K\�00l-Nz�a����\ -PIM MUM lee .\ sr... DIY � • •Wfi sc_is L _tf .0, MM I7f=■1_1 W=2V s ;Plp_ 4wp P Underground Service Alert ;all: TOLL FREE 1-800 226-2700 TWO WORKING DAYS BEFORE YOU DIG I LO C.I Go 4)w E VC O z LTJ LSI V) Lei rL.�J V 0 LCA 00 Q LTJ Z J U a _ oo CONSTRUCTION NOTES:0 _ v ,, 1O PLACE 6" A.C. PAVING OVER 4" CRUSHED AGGREGATE 1 R7 KEEP K160T SYMOOL PF 911 _ BASE. (SEE GENERAL NOTE NO. 12 ON SHEET NO. 1) CA�TRANS TRAfFIG MANIIr4L SCALE 1'40' _ w w J `' o w Z 1g RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED AGGREGATE Of �W NU w -J J L++ w J Q BASE CLASS II CALTRANS C o Q Q o1 �. ~ "" c ;� � o v R t7 No LEFT TURN SYMBOL PER Q oLLJ O2 CONSTUCT PCC CURB AND GUTTER TYPE B TRAFFI MANURE M1� >. Z a`� ,� z Q z " W PER CITY OF ONTARIO STANDARD DRAWING NO. 105. 4 y h `CITY OF^` _- + o W OCONSTRUCT PCC CURB (8" CF), TYPE "D" 3!o REMOYE EXIST TREt:/ X cn . _ PER CITY OF ONTARIO STANDARD DRAWING NO. 105. - s a w i s ` X Y .'J „ „ LANDSCAPE .-,� w v - CF PER STD NO 204 R POSED RIGHT?OF-WA1�"`'- `mow 4A RIVERSIDE COUNTY: CONSTRUCT TYPE D CURB, 8 fH w (rl} 1IAY 175'± �1 .-��� �. ER CAL?RISS STD• -� I ��-�-�- � -- �, w � ��_____ � __ _, __ � 8 EXISTING A.C. PAVING TO BE REMOVED.37 CONST �._�__�- �+.�u_�._. --- RtIoT A.C. PAVIh1�• F Prgs l'� N�VVAL __ A W To IMA N EXIST 1J6 Q - -------------- — — -�- ADJUST SEWER MANHOLE TO GRADE. ST R LI. DEM LJ ADJUST WATER VALVE TO GRADE z 11 13 _ 38 CONSr R UCTTYP Er rd , U B CONSTRUCT STREET LIGHT. SEE STREET LIGHT PLAN. B PER COUNTY RIERSID �STD DWOR. MO 2 04 OINSTALL 6 TO 9 RIVER RUN SMOOTH COBBLE STONE. SEE P - - U N LANDSCAPE LAN. r „ 0 17 39 coNSTRucT Pcc ctl3, THICKNESS OF 0.10'. 4 `, ,, FEATHER OUT 8"G N, T 11D„ P CITY = - - _ - -- -- - , 2 MIN FOR SMOOTH TRANSITION . � 4 19 PLACE A.C.A C OVERLAY A MIN THIYF ER (� o ONTARIO srD. wIG No I RIVERSIDE COUNTY: PLACE A MIN AC THICKNESS OF 0.10' & 2' MIN 0 � 1. �� �ME ' '= =- ' '= FEATHER OUT FOR SMOOTH TRANSITION. .o 19 - -- 0 - - - - 4 = - PAVING LEGEND 16 EXISTING A.C. PAVING VING TO BE REMOVED `- EXISTING 12" FUEL OIL'C) � EXISTING 16" HIGH PROPOSED RIGHT -OF -WAS DISTRIBUTION LINE Q PRESSURE GAS LINE Q w Z BY S.C.E. a MEDIAN CURVE ©ATA Q REMOVE EX15T CURB A � J R L T DELTA 3501(p, ID" 15' 9.23' 4.77' I ME IN NOMINEE PVMT a z li z 0 0 a- U-1 I Q,F_ No 0 0 a:w I OF - H- 0 0 0(00 0 0 00W 0 C z0 N �01- 00 + U) Ln 0 + Lo 0 N � n _ ENEyON �iRr t ME ANN MEMNON ME 0ww � i r on 0 ME11 MOOME lomi i� on 0 101MEMEM111M on 014110101101010 _ ENE �_ MEMEMENA 1101 • •- � ES � i ui !! —�.nsrl�rlw IMMME rs �_� E 1 _ ■ ��u 1� r is �11�� ®` is Ir % iTri'rY bri ME M! MEN MEN1 ON .... ._� 0 no $ NMI' t E iri .rl iY 04 ' r •i i... a i 3a*MFI 1 S r i F — E • � N 1 MEMO liMINES l� si 0 so •+ a r _ s IMMEEMEMINE MEN MINE ` '.� SIR EVIGMEN �l�a�esa�lna>aarle IMMEMEM1100 - MON - FEW R t. . .i' • ` a . I_E._ _ SSi r s .� i NfflIllliiI= r � f• a's 1 � � 1�! '� . I�ii�rli� rr'^.A. ../.i.. r 1>•I/.. -- - MOWNi .�..�,w..w111111ElFF man wpm Sig Ilii doll � IMMIrd I 4• . �, .. r , i llrnr� j � . - a � i s 3 _ so i in �� IIIIIIIII � oil • / , / / I I I f 2 ! I , , Underground Service Alert ;all: TOLL FREE 1-800 226-2700 TWO WORKING DAYS BEFORE YOU DIG I LO C.I Go 4)w E VC O z LTJ LSI V) Lei rL.�J V 0 LCA 00 Q LTJ Z J U a _ oo CONSTRUCTION NOTES:0 _ v ,, 1O PLACE 6" A.C. PAVING OVER 4" CRUSHED AGGREGATE 1 R7 KEEP K160T SYMOOL PF 911 _ BASE. (SEE GENERAL NOTE NO. 12 ON SHEET NO. 1) CA�TRANS TRAfFIG MANIIr4L SCALE 1'40' _ w w J `' o w Z 1g RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED AGGREGATE Of �W NU w -J J L++ w J Q BASE CLASS II CALTRANS C o Q Q o1 �. ~ "" c ;� � o v R t7 No LEFT TURN SYMBOL PER Q oLLJ O2 CONSTUCT PCC CURB AND GUTTER TYPE B TRAFFI MANURE M1� >. Z a`� ,� z Q z " W PER CITY OF ONTARIO STANDARD DRAWING NO. 105. 4 y h `CITY OF^` _- + o W OCONSTRUCT PCC CURB (8" CF), TYPE "D" 3!o REMOYE EXIST TREt:/ X cn . _ PER CITY OF ONTARIO STANDARD DRAWING NO. 105. - s a w i s ` X Y .'J „ „ LANDSCAPE .-,� w v - CF PER STD NO 204 R POSED RIGHT?OF-WA1�"`'- `mow 4A RIVERSIDE COUNTY: CONSTRUCT TYPE D CURB, 8 fH w (rl} 1IAY 175'± �1 .-��� �. ER CAL?RISS STD• -� I ��-�-�- � -- �, w � ��_____ � __ _, __ � 8 EXISTING A.C. PAVING TO BE REMOVED.37 CONST �._�__�- �+.�u_�._. --- RtIoT A.C. PAVIh1�• F Prgs l'� N�VVAL __ A W To IMA N EXIST 1J6 Q - -------------- — — -�- ADJUST SEWER MANHOLE TO GRADE. ST R LI. DEM LJ ADJUST WATER VALVE TO GRADE z 11 13 _ 38 CONSr R UCTTYP Er rd , U B CONSTRUCT STREET LIGHT. SEE STREET LIGHT PLAN. B PER COUNTY RIERSID �STD DWOR. MO 2 04 OINSTALL 6 TO 9 RIVER RUN SMOOTH COBBLE STONE. SEE P - - U N LANDSCAPE LAN. r „ 0 17 39 coNSTRucT Pcc ctl3, THICKNESS OF 0.10'. 4 `, ,, FEATHER OUT 8"G N, T 11D„ P CITY = - - _ - -- -- - , 2 MIN FOR SMOOTH TRANSITION . � 4 19 PLACE A.C.A C OVERLAY A MIN THIYF ER (� o ONTARIO srD. wIG No I RIVERSIDE COUNTY: PLACE A MIN AC THICKNESS OF 0.10' & 2' MIN 0 � 1. �� �ME ' '= =- ' '= FEATHER OUT FOR SMOOTH TRANSITION. .o 19 - -- 0 - - - - 4 = - PAVING LEGEND 16 EXISTING A.C. PAVING VING TO BE REMOVED `- EXISTING 12" FUEL OIL'C) � EXISTING 16" HIGH PROPOSED RIGHT -OF -WAS DISTRIBUTION LINE Q PRESSURE GAS LINE Q w Z BY S.C.E. a MEDIAN CURVE ©ATA Q REMOVE EX15T CURB A � J PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete respon— sibility for site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continu— ously and not be limited to normal working hours,and construction contactor further agrees to defend, indemnify and hold design professional harmless from any and all liabil— ity, real or alleged,in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. The private engineer signing these plans is responsible for accuracy and acceptatbility of the design hereon,in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. DESIGNED BY T.N.T. CITY OF ONTARIO DATE JULY 1997 DRAWN BY G.E.G.ZM.M• REVIEWED BY DATE JULY 1997 DATE CHECKED BY ACCEPTED BY DATE CITY ENGINEER DATE R L T DELTA 3501(p, ID" 15' 9.23' 4.77' I FULL D AC PVMT a z li z 0 0 a- U-1 I Q,F_ 0 0 a:w I OF - H- 0 0 0(00 0 0 00W 0 C z0 N �01- 00 + U) Ln 0 + Lo 0 N � n _ PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete respon— sibility for site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continu— ously and not be limited to normal working hours,and construction contactor further agrees to defend, indemnify and hold design professional harmless from any and all liabil— ity, real or alleged,in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. The private engineer signing these plans is responsible for accuracy and acceptatbility of the design hereon,in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. DESIGNED BY T.N.T. CITY OF ONTARIO DATE JULY 1997 DRAWN BY G.E.G.ZM.M• REVIEWED BY DATE JULY 1997 DATE CHECKED BY ACCEPTED BY DATE CITY ENGINEER DATE z = A.C. PAVING AND _.._-. CD w HI U BASE PER Z O TH RNES ENGiNEERiNG i 0 w o I- I— 3168MvALLEY vow AvE if)w - X Q .� 1VIIRADA CA 90639 W .. A.C. OVERLAY MILLIKEN AVENUE NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY PRIOR TO PERFORMING ANY CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY BENCHMARK No LOCATION SEE SHEET NO. 1 ELEV, CURVE DATA CURVE R L T DELTA 3501(p, ID" 15' 9.23' 4.77' 03'22'28" 35' 12'43" 50' 30.73' 15.87' V z = A.C. PAVING AND _.._-. CD w HI U BASE PER Z O TH RNES ENGiNEERiNG i 0 w o I- I— 3168MvALLEY vow AvE if)w - X Q .� 1VIIRADA CA 90639 W .. A.C. OVERLAY MILLIKEN AVENUE NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY PRIOR TO PERFORMING ANY CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY BENCHMARK No LOCATION SEE SHEET NO. 1 ELEV, CURVE DATA CURVE RADIUS I LENGTH I TANGENT DELTA ® 5000.00' 294.48' 1 147.28' 03'22'28" CONSULTANTS, INC. CIVIL ENGINEERS -SURVEYORS -PLANNERS 4371 LATHAM STREET, SUITE 103, RIVERSIDE, CA. 92501 (909) 341-8940 APPROVED BY 38826 � R.C.E. N0. TERE�SITO N. TABIOLu EXP. DATE �-31-01 COUNTY OF RIVERSIDE MS 3714 Q SEAL FRECOMMENDE- FOR SEAL COUNTY APPROVED BY DATE �s(�+ils �1•A F c T _—RI'v'ERS0E Nq; RIIV E .; UNT _ m .. 2�CIFES, ��1 m FOR AN ORTATON DEP TMENT RIVERSIDE COUNTY, CALIFORNIA KHAL A. GTHMAN EW 3131% Z R.s-..E. N1, 33950 EXP.DATE 6/30/98 0%-ew 7•'ire� � f' KHALEG A. .THMAN t'�i�? RCE Nc 3zg5, �Ii Of CA����P D A, TE Ex h -3G-98 CHECKED EYMARK DATE DESCRIPTION APPY DATE i V, '`''- ������ IZIP2199 REVISED w' DIAN FDR / NAI'PWIf I• Ac IAN RATE LATE 1 10 % jE p'�'Y "Er TR"� � TOES RCE NO. 43293 tj /� 5 37 l4 SHEET 7 of � � I PLAN & PROFILE OF STREET IMPROVEMENTS ON t CONTRACT MILLIKEN AVENUE D.A.B. 5085-5 ACCOUNT FROM STA. 38+50 TO STA. 46+00 DWG. N0. R 9/2- P P r� Zn I I i MO 46+00 O Z IF— LJ F— LJ Ld (f) w W V) O O to Q V) L.LJ Z Z U Q L Underground Servic- , ,all: TOLL FREE 1-800 226-2700 LF TO TWO WORKING DAYS BEFORE YOU DIG g1 Construction contractor agrees that in accordance with generally accepreu cunau u i,� practices, construction contractor will be required to assume sole and complete respon- sibility for site conditions during the course of construction of the project, including safety of all persons and property -,that this requirement shall be made to apply continu- ously and not be limited to normal working hours,and construction contactor further agrees to defend, imdemnify and hold design professional harmless from any and all liabil- ity, real or alleged,in connection with the performance of work on this project,excepting liability arising frons the sole negligence of design professional. The private engineer signing these plans is responsible for accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. DESIGNED BY T.N.T. CITY OF ONTARIO DATE JULY 1997 DRAWN BY G.E.G./M.M. REVIEWED BY DATE JULY 1997 CHECKED BY ACCEPTED BY CITY ENGINEER DATE DATE DATE 27% CITY OF ONTARIO EXISTING CURB & GUTTER / W / /COUN / 51 27� — Y BOUNDARY, COUNTY OF RIVE 5`2 EXISTING RIGHT—OF—WAY — — —� 27. — — —� X2717 — — 27" a _ CL MILLIKEN AVENUE 53 54 55 SCALE: 1"=:40' / 12' �+ Eu 12' cn Fl- _/ V - / _ �-�------- - N + w G16" — —G 16 — — — — — —G-1-6: = — — — — — — EXISTING CONCRETE SLAB RAILROAD CROSSING EXISTING CURB & GUTTER EXISTING UPR, RAILROAD NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY PRIOR TO PERFORMING ANY CONSTRUCTION WITHIN COUNTY RIGHT—OF—WAY BENCHMARK No. LOCATION SEE SHEET N0.1 SEAL RECOMMENDED FOR SEAL COUNTY VEWUE I - I '.___ *""*\ I APPROVAL QR�FESION4, ,- 60 0— c�4.C•�r�iV �'3 KHALED A. 13THMA,N COUNTY OF RIVERSIDE MS 3714 APPR ED BY LATE PFTR SPORTATION D AR NT RIVERSIDE COUNTv, fALIFORNIA A,. !_THM33 5��' EXP.DATEE r"3i i,'`gS'7. 1 PLACE 6" A.C. PAVING OVER 4" CRUSHED AGGREGATE BASE.(SEE GENERAL NOTE NO. 12 ON SHEET NO. 1) 1B RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED AGGREGATE BASE CLASS II . OCONSTRUCT PCC CONCRETE CURB AND GUTTER, TYPE "B", PER CITY OF ONTARIO STD. DWG. NO. 105. OCONSTRUCT PCC CONCRETE CURB, TYPE "D" PER CITY OF ONTARIO STD. DWG. NO. 105. 4A RIVERSIDE COUNTY: CONSTRUCT TYPE "D" CURB, 8" CF PER STD. NO. 204. OEXISTING A.C. PAVING TO BE REMOVED. OADJUST EXISTING MANHOLE TO GRADE. 13 INSTALL STREET LIGHT. SEE STREET LIGHT PLAN. 15 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN BY OTHERS. 17 INSTALL 6" TO 9" RIVER RUN SMOOTH COBBLE STONE. 18 EXISTING TRAFFIC SIGNAL LIGHT TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN BY OTHERS. 19 PLACE A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. RIVERSIDE COUNTY: USE A MIN AC THICKNESS OF 0.10' & 2' MIN FEATHER OUT FOR SMOOTH TRANSITION. LINE DATA - CUR LENGTH DATA �A CURVE RADIUS -E L NGTH TANGENT DELTA 1 1500.00' 8.34' 44.18' 03'22'28" 2 3 500.00' 5000.00' 9.45' 2 4.48' 14.73' 147.28' 03'2228" 03'22'28" 4 3.50 1.00' 180'00'00" 5 35.00' 3.37' 24.97' 71'00' 15" 6 1547.00' 1.11 45.57' 03'22'28" CITY OF ONTARIO EXISTING CURB & GUTTER / W / /COUN / 51 27� — Y BOUNDARY, COUNTY OF RIVE 5`2 EXISTING RIGHT—OF—WAY — — —� 27. — — —� X2717 — — 27" a _ CL MILLIKEN AVENUE 53 54 55 SCALE: 1"=:40' / 12' �+ Eu 12' cn Fl- _/ V - / _ �-�------- - N + w G16" — —G 16 — — — — — —G-1-6: = — — — — — — EXISTING CONCRETE SLAB RAILROAD CROSSING EXISTING CURB & GUTTER EXISTING UPR, RAILROAD NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY PRIOR TO PERFORMING ANY CONSTRUCTION WITHIN COUNTY RIGHT—OF—WAY BENCHMARK No. LOCATION SEE SHEET N0.1 SEAL RECOMMENDED FOR SEAL COUNTY VEWUE I - I '.___ *""*\ I APPROVAL QR�FESION4, ,- 60 0— c�4.C•�r�iV �'3 KHALED A. 13THMA,N COUNTY OF RIVERSIDE MS 3714 APPR ED BY LATE PFTR SPORTATION D AR NT RIVERSIDE COUNTv, fALIFORNIA A,. !_THM33 5��' EXP.DATEE r"3i i,'`gS'7. 1 PLACE 6" A.C. PAVING OVER 4" CRUSHED AGGREGATE BASE.(SEE GENERAL NOTE NO. 12 ON SHEET NO. 1) 1B RIVERSIDE COUNTY: PLACE 0.46' AC OVER 0.50' CRUSHED AGGREGATE BASE CLASS II . OCONSTRUCT PCC CONCRETE CURB AND GUTTER, TYPE "B", PER CITY OF ONTARIO STD. DWG. NO. 105. OCONSTRUCT PCC CONCRETE CURB, TYPE "D" PER CITY OF ONTARIO STD. DWG. NO. 105. 4A RIVERSIDE COUNTY: CONSTRUCT TYPE "D" CURB, 8" CF PER STD. NO. 204. OEXISTING A.C. PAVING TO BE REMOVED. OADJUST EXISTING MANHOLE TO GRADE. 13 INSTALL STREET LIGHT. SEE STREET LIGHT PLAN. 15 EXISTING TRAFFIC SIGNAL BOX TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN BY OTHERS. 17 INSTALL 6" TO 9" RIVER RUN SMOOTH COBBLE STONE. 18 EXISTING TRAFFIC SIGNAL LIGHT TO BE RELOCATED. SEE TRAFFIC SIGNAL LIGHT PLAN BY OTHERS. 19 PLACE A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. RIVERSIDE COUNTY: USE A MIN AC THICKNESS OF 0.10' & 2' MIN FEATHER OUT FOR SMOOTH TRANSITION. LINE DATA - LINE LENGTH DELTA �A 1452.33' 00'35'08" © 19.55' BEARING NO2'47'20"E PAVING LEGEND EXISTING A.C. PAVING TO BE REMOVED A.C. PAVING AND BASE PER O DATE �Z�'I I` { Exp. -98 /P r 6 30 � .. .. .. , . A.C. OVERLAY HECKED BY T,/2 S�................. r l sly \, DATE OF CA,;,FJ !? CONSULTANTS, INC. res 374 ELEV. PLAN 8c PROFILE OF STREET IMPROVEMENTS ON KCT CIVIL ENGINEERS -SURVEYORS -PLANNERS 4371 LATHAM STREET, SUITE 103, RIVERSIDE, C.A. 92501 'i9091 341-894C MILLI 1 1K/ \ EN AVENUE D.A.B. 5085-5 APPROVED EY : DATE: FROM STA 46+00 TO STA 49+17 R.C.E. No. 3882E TERESITO N. TABIOLT EXP. GATE 03_u1 _97 SHEET—8 . OF 1 0 CONTRACT o ACCOUNT DWG. N0. R-