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Home My WebLink About4401-1sirIMPROVEMENT NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NDN -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. N 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL Y TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, w INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES o EXCEED 25 MILES PER HOUR. 0 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO i BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY a DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. a 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 40 OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 0 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. i 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED E AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. v Q) -o U CITY OF FONTANA STREET IMPROVEMENT PLANS LYTLE CREEK NORTH ROAD 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 37. COMPACTION OF EARTH WITHIN TWO FEET OF ANY CONCRETE STRUCTURES SHALL BE AT 95% OF MAXIMUM DENSITY ACCORDING TO ASTM D-1557; OTHER COMPACTION WITHIN DISTRICT R/W SHALL BE TO A MINIMUM OF 90%. MWA7E E&ONEER NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 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 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ENGINEER'S NOTICE TO COAURACTORS APN 0226-072-37 i i EXIST. FLOOD CONTROL CIL Q . _ _,:..rr- , .-_ -.«• . ;.--- -- _IV EXIST. FLOOD CONTROL R/W rn N n L� _ waft mom � � APN 226-072-031 ` 4 � WOO slow � some wwo mono \ EXIST. - T�-v Pp*� _ G APN 226- �� \ 072-32 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED I N THE OTHER ITEMS OF WORK. W LEGAL GA■ DESCRIPTION: �� BEARINGS ARE BASED ON THE WESTERLY LINE OF ST QUARTER OF SECTION 23, TOWNS 1 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TONS N NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Z AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, FLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH o E 66, INCLUSNE, IN THE OFFICE OF THE COUNTY Lo n RECORDER OF SAN BERNARDINO COUNTY, BEING i M NORTH 0Or30'24' WEST. BENCH MARK: o N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. co N CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE z ^ NTER3ECTION OF SLUK AVE. AND COY AVE AT THE iN ST CORNER OF CHERRY AVE AND SUMMIT AVE 101 o : FEET WEST OF THE CENTEFLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE cBfnERLINE OF SUMMIT AVE SET FLUSH E ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHEASIN Z w 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH mo BRASS DISK STAMPED '33A 1992'. o J NAVD 88 -150856 (FEET) ...DIG�LE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE REVISED LYTLE CREEK ROAD ALIGNMENT, CONSTRUCTION NOTE 06/12 DN NC 06/12 NO. 2 AND QUANTITIES. - LY7LE C - - _ _ _ - R� K - �_ � �� mom �mom mom/ EXIST. CIL - unurr PURVEYORS WATER WEST VALLEY WATER DISTRICT ANGUSTAIN SITE LOCATION RIALTO, CA 92377 SEWER CITY OF FONTANA MCDONALD 8353 SIERRA AVE. (909) FONTANA, CA 92335 COYOTE CANYON SOUTHERN CALIFORNIA EDISON COMPANY fiV0 800 W. CI ENEGA AVENUE 387-7995 SAN DI MAS, CA 91773 ROAD THE GAS COMPANY SAWCUT/REMOVE EXISTING ROADRUNNER BEGIN CURVE FONTANA, CA 92335 ROAD VERIZON END CURVE 16071 MOJAVE DRIVE, BLDG. B h VICTORVILLE, CA 92392 CHERRY TIME WARNER COMMUNICATIONS ROAD N CANYON AVENUE �P.�F.1 ONTARIO, CA 91761 OVER EXISTING PAVEMENT FLOOD CONTROL SAN BERNARDINO TANGENT GRADE 825 EAST THIRD STREET 11 SAN BERNARDI BO CA, 92415 SUMMIT DUNCAN CANYON AVENUE ROADI POINT OF INTERCEPT GROUT RIPRAP AROUND 48" RCP (MIN, 5' ON ALL SIDES AND MIN v►aNInY MAP N. T. S. i i EXIST. FLOOD CONTROL CIL Q . _ _,:..rr- , .-_ -.«• . ;.--- -- _IV EXIST. FLOOD CONTROL R/W rn N n L� _ waft mom � � APN 226-072-031 ` 4 � WOO slow � some wwo mono \ EXIST. - T�-v Pp*� _ G APN 226- �� \ 072-32 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED I N THE OTHER ITEMS OF WORK. W LEGAL GA■ DESCRIPTION: �� BEARINGS ARE BASED ON THE WESTERLY LINE OF ST QUARTER OF SECTION 23, TOWNS 1 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TONS N NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Z AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, FLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH o E 66, INCLUSNE, IN THE OFFICE OF THE COUNTY Lo n RECORDER OF SAN BERNARDINO COUNTY, BEING i M NORTH 0Or30'24' WEST. BENCH MARK: o N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. co N CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE z ^ NTER3ECTION OF SLUK AVE. AND COY AVE AT THE iN ST CORNER OF CHERRY AVE AND SUMMIT AVE 101 o : FEET WEST OF THE CENTEFLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE cBfnERLINE OF SUMMIT AVE SET FLUSH E ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHEASIN Z w 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH mo BRASS DISK STAMPED '33A 1992'. o J NAVD 88 -150856 (FEET) ...DIG�LE TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE REVISED LYTLE CREEK ROAD ALIGNMENT, CONSTRUCTION NOTE 06/12 DN NC 06/12 NO. 2 AND QUANTITIES. - LY7LE C - - _ _ _ - R� K - �_ � �� mom �mom mom/ EXIST. CIL - unurr PURVEYORS WATER WEST VALLEY WATER DISTRICT ANGUSTAIN 855 W. BASELINE (760) RIALTO, CA 92377 SEWER CITY OF FONTANA MCDONALD 8353 SIERRA AVE. (909) FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY TELEPHONE: 800 W. CI ENEGA AVENUE 387-7995 SAN DI MAS, CA 91773 GAS THE GAS COMPANY SAWCUT/REMOVE EXISTING 16231 VALLEY BOULEVARD BEGIN CURVE FONTANA, CA 92335 TELEPHONE VERIZON END CURVE 16071 MOJAVE DRIVE, BLDG. B A. C. PAVEMENT VICTORVILLE, CA 92392 CABLE TIME WARNER COMMUNICATIONS GRIND AND A.C. OVERLAY (1 1/2" MIN) 1500 S. AUTO CENTER DRIVE END CURB RETURN ONTARIO, CA 91761 OVER EXISTING PAVEMENT FLOOD CONTROL SAN BERNARDINO TANGENT GRADE 825 EAST THIRD STREET 11 SAN BERNARDI BO CA, 92415 INDEX MAP ATTENTION: LON TSAI TELEPHONE: (909) 875-1804 ATTENTION: CHUCK HAYS TELEPHONE: (909) 350-6530 ATTENTION: WM JERRY SI LVA TELEPHONE: (909) 592-3737 ATTENTION: STEVE ROBLES TELEPHONE. (909) 428-8407 ATTENTION: FRANK ANGUSTAIN TELEPHONE: (760) 245-0330 ATTENTION: LEWIS MCDONALD TELEPHONE: (909) 975-3343 ATTENTION: KEN EKE TELEPHONE: (909) 387-7995 1 "=150' LEGEND O1 0-0 + STREET LIGHT STREET NAME W/ STOP SIGN MOVC MIDDLE OF VERTICAL CURVE - - - TRACT BOUNDARY BVC BEGIN VERTICAL CURVE NOT USED RIGHT OF WAY EVC END VERTICAL CURVE -- - - -- CROSS GUTTER FLOW EP EDGE OF PAVEMENT 4O SAWCUT/REMOVE EXISTING BC BEGIN CURVE REMOVE PORTION OF EXISTING A.C. BERM EC END CURVE A. C. PAVEMENT BCR BEGIN CURB RETURN O8 GRIND AND A.C. OVERLAY (1 1/2" MIN) ECR END CURB RETURN CONSTRUCT 20 -FT DOUBLE DRIVE GATE PER SBCFCD SPEC. DWG.1 OVER EXISTING PAVEMENT TAN. GR. TANGENT GRADE 11 PVI POINT OF VERTICAL INTERCEPT O� 1 /4 TON RIPRAP PI POINT OF INTERCEPT GROUT RIPRAP AROUND 48" RCP (MIN, 5' ON ALL SIDES AND MIN 18" PENETRATION). OC ON CURB SHEET INDEX VC VERTICAL CURVE �ry' LIGHT CLASS RIPRAP TM TOP OF MEDIAN 3 LYTLE CREEK NORTH ROAD -STA. 10+00.00 TO STA. 20+00.00 OEP ON EDGE OF PAVEMENT FL FLOW LINE BEPR BEGIN EP RETURN TB TOP OF BERM EEPR END EP RETURN FS FINISH SURFACE GB GRADE BREAK MOC MIDDLE OF CURVE CIL CENTERLINE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER O Q�OF ESS/ co C-'> Co o NO. 42280 � EXP. 03/31 /10 s� CNIL 97F OF CAS\F�� CONSTRUCTION NOTES O1 CONSTRUCT 0.38' A.C. PAVEMENT OVER 0.50' CLASS 2 AGGREGATE BASE 129,127 SF 2O NOT USED E SIGNING AND STRIPING PLAN 4O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 5O REMOVE PORTION OF EXISTING A.C. BERM O6 GRIND AND A.C. OVERLAY (1 1/2" MIN) OVER EXISTING PAVEMENT O7 EXISTING POWER POLE TO BE RELOCATED BY OTHERS O8 REMOVE PORTION OF EXISTING FENCE O9 CONSTRUCT 20 -FT DOUBLE DRIVE GATE PER SBCFCD SPEC. DWG.1 ON SHEET 6 10 CONSTRUCT 48" RCP 11 CONSTRUCT CONCRETE V -DITCH PER DETAIL 1 ON SHEET 2 12 CONSTRUCT 1/4 TON RIPRAP PER DETAIL 2 ON SHEET 2 13 GROUT RIPRAP AROUND 48" RCP (MIN, 5' ON ALL SIDES AND MIN 18" PENETRATION). 14 CONSTRUCT LIGHT CLASS (MIN.) RIPRAP PER DETAIL 3 ON SHEET 2. (4410 SF) SHEET INDEX 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 TYPICAL SECTION AND DETAIL 3 LYTLE CREEK NORTH ROAD -STA. 10+00.00 TO STA. 20+00.00 4 LYTLE CREEK NORTH ROAD -STA. 20+00.00 TO STA. 30+00.00 5 LYTLE CREEK NORTH ROAD -STA. 30+00.00 TO STA. 37+16.55 6 CHAINLINK CHANNEL WALL FENCING DETAIL EARTHWORK OUANMES RAW CUT ---------- - 4,790 CY RAW FILL --------- -- 5,671 CY Q Q O �U ESSIO ��, P . CAS �2 0 wz `orn NO. 78044 � AE 11CASC CONSULTING 937 SOUTH VIA LATA, SUITE 500 DRAWN BYGS COLTON, CA 92324 DESIGNED BY: PH. 909 783-0101; FAX 909 783-0108 OS PREPARED BY. STEVE J. HOSFORD R.C.E. NO. 42280 EXP. DATE: 3/31/10 CHECKED BY: DATE. S J H EXP. 09/30/13 4,061 TONS AC 2,684 CY AB 0 0 14.858 SF 220 LF 404 SF 4 EA 376 LF 2 EA 208 LF �352 LF 130 SF 20 CY 920 CY sT CNIL `, /' -wow 7/Z�/2 OF CA��F�� REGISTERED NGINEER R.C.E. 78044 DATE CIN OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS INTERIM LYTLE CREEK NORTH ROAD TITLE SHEET APPROVED BY: CITY ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: JUNE, 2008 DRAWING NO.: 1 4= 6