The URL can be used to link to this page

Home My WebLink About4924-1STRE=E=T IT, % - - -•1 •ITI ..1 ~ 4 • 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. 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. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 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. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 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. 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. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 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. 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. 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. CURVE DATA REFERS TO THE FACE OF CURB. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 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. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS -SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 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. 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. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DIG�LE � T TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IMPROVEMENT PLAN 11695 PACIFIC AVE. FONTANA, CALIFORNIA COt��ACTS VK241717Y MAP TITLE SHEET SAN BERNARDINO COUNTY FLOOD CONTROL A.B. —AGGREGATE BASE 825 E. THIRD STREET, ROOM 140 A.C. —ASPHALT CONCRETE SAN BERNARDINO, CA 92415-0835 B.C.R. —BEGINNING OF CURVE PHONE: (909) 387-8256 BLDG —BUILDING ATTN: TOM WILLIAMS 6 EA O REMOVE EXISTING CONCRETE DRIVEWAY. B.O.W. —BOTTOM OF WALL FONTANA WATER COMPANY B.W. —BACK OF WALK 15966 ARROW ROUTE C.L.F. —CHAIN LINK FENCE FONTANA, CA 92355 CONC. —CONCRETE PHONE: (909) 822-2201 C.F. —CURB FACE ATTN: BRENDA FOWLER C.B. —CATCH BASIN SOUTHERN CALIFORNIA GAS COMPANY q —CENTERLINE 1981 W. LUGONIA AVE. E.C.R. —END OF CURVE REDLANDS, CA EXIST. —EXISTING PHONE: (909) 335-7965 E.P. —EDGE OF PAVEMENT ATTN: ED SANTILLAN F.G. —FINISH GRADE AT&T F.F. —FINISH FLOOR 1265 VAN BUREN ST. #180 F.L. —FLOW LINE ANAHEIM, CA 92807 F.S. —FINISH SURFACE PHONE: (714) 666-5614 F.H. —FIRE HYDRANT ATTN: LEE QUEST G.B. —GRADE BREAK ADJUST EXISTING WATER VALVE TO GRADE. H.C. —HANDICAP SOUTHERN CALIFORNIA EDISON H.P. —HIGH POINT 7951 REDWOOD AVENUE 22 FONTANA, CA 92336 INV. —INVERT PHONE: (909) 549-5345 M.H. —MANHOLE ATTN: JEFF HUDSON N.G. —NATURAL GRADE STD. PLAN 1003. It -—PROPERTY LINE TIME WARNER PB —PULL BOX 17777 CENTER COURT DR. 8TH FLOOR P.P. —POWER POLE CERRITOS, CA 90703 R/W —RIGHT OF WAY PHONE: (562) 677-0263 R.D. —ROOF DRAIN ATTN: JOHN CHRIS11ANSEN 28 REMOVE EXISTING CROSS GUTTER BACK TO FLOW AND RECONSTRUCT 180-':W TRANS PAD —TRANSFORMER PAD FONTANA UNITED SCHOOL DISTRICT T.B. —TOP OF BERM 9680 CITRUS AVENUE S = —SLOPE FONTANA, CA 92335 S.D. —STORM DRAIN PHONE: (909) 357-5000 X 29455 ATTN: SHERRI WHITTEN S.L. —SIGHT LINE ST.LT. —STREET LIGHT INLAND EMPIRE UTILITY AGENCY T.G. —TOP OF GRATE 6075 KIMBALL AVENUE T.C. —TOP OF CURB CHINO, CA 91708 TOP —TOP OF SLOPE PHONE: (909) 993-1696 TOE —TOE OF SLOPE WM —WATER METER WV —WATER VALVE EXIST. EXIST. R/W 001 RAW MARLAY AVE. -MODIFIED SECONDARY HWY. TYPICAL SECTIMI N.T.S. EXIST. EXIST. PACIFIC AVE. - LOCAL STREET TYPICAL SECTION N.T.S. PAVBABff LEGEND REMOVE EXISTING PCC PAVEMENT - COLD PLANE "y' - CONSTRUCT NEW PCC SIDEWALK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MARK SAN BERNARDINO CO. BENCHMARK NO. "BM A" CHISELED SQUARE ON TOP OF NORTHEAST CURB - EAST CURB RETURN NORTHEAST CORNER INTERSECTION OF ETiWANDA AVENUE AND MARLAY AVENUE, PER C.S.F.B 4015/851. ELEVATION = 877.42' (NGVD '29) BASIS OF BEARM THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE UNE BETWEEN CSRC CORS STATIONS "SPMS" AND "MSOB", BOTH PUBLISHED ON CSRC DATA SHEETS, BEING N 65'34'50.8925" E (2007.0 EPOCH). 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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. o QROFESS/pNgl STF�`6 * R.C.E. NO. 56155 Lp Exp. 12-31-12 Q- y�% CIV OF C N\_\ VK241717Y MAP TITLE SHEET 2 N.T.S. 3 CONSTRUCTION NOTES OUANITITY O SAW -CUT & REMOVE EXISTING CONCRETE CURB & GUTTER. 360 LF O REMOVE EXISTING CATCH BASIN. 1 EA O REMOVE EXISTING TREES. 6 EA O REMOVE EXISTING CONCRETE DRIVEWAY. 1,650 SF O REMOVE EXISTING SIGN. 1 EA 60 REMOVE EXISTING CONCRETE SIDEWALK. 1,645 SF 70 REMOVE EXISTING CONCRETE CURB RETURN. 1 EA 80 REMOVE/ABANDON EXISTING WATER METER. 1 EA 90 REMOVE/RELOCATE EXISTING TELEPHONE PEDISTAL 1 EA 10 REMOVE/RELOCATE EXISTING FIRE HYDRANT. 1 EA 11 REMOVE/RELOCATE EXISTING STREET LIGHT PER CITY OF FONTANA SIDS. 1 EA Q RELOCATE EXISTING POWER POLE PER SCE FORCES. REVISION DESCRIPTION 13 PROTECT EXISTING POWER POLE IN PLACE. 4 EA G EXIST. EXIST. R/W 001 RAW MARLAY AVE. -MODIFIED SECONDARY HWY. TYPICAL SECTIMI N.T.S. EXIST. EXIST. PACIFIC AVE. - LOCAL STREET TYPICAL SECTION N.T.S. PAVBABff LEGEND REMOVE EXISTING PCC PAVEMENT - COLD PLANE "y' - CONSTRUCT NEW PCC SIDEWALK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MARK SAN BERNARDINO CO. BENCHMARK NO. "BM A" CHISELED SQUARE ON TOP OF NORTHEAST CURB - EAST CURB RETURN NORTHEAST CORNER INTERSECTION OF ETiWANDA AVENUE AND MARLAY AVENUE, PER C.S.F.B 4015/851. ELEVATION = 877.42' (NGVD '29) BASIS OF BEARM THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE UNE BETWEEN CSRC CORS STATIONS "SPMS" AND "MSOB", BOTH PUBLISHED ON CSRC DATA SHEETS, BEING N 65'34'50.8925" E (2007.0 EPOCH). 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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. o QROFESS/pNgl STF�`6 * R.C.E. NO. 56155 Lp Exp. 12-31-12 Q- y�% CIV OF C N\_\ STORM DRAIN CONSTRUCTKN NOTES= 30 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 1 EA PLAN NO. 3004, W=7.00' V=5.00'. 31 CONSTRUCT 39" R.C.P., D-1500. 19 LF 32 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 1 EA NO. 3026. SEE DETAIL ON SHT. NO. 4. 33 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. - 1 EA 3003, CASE A. Prepared Under The Supervision Of Thienes Engineering, Inc. CML ENG/NEER/NG • LAND SURVEKNG 14349 f7RESTONE BOULEVARD DRAWN BY: LA M/RADA, C 1L/FORNG4 906.38 PH.(714)521-4811 FAX(714)521-417.3 Z;,j,A.S./, � , Date 1-15-17- CHECKED BY. REINHARD STE EL RCE NO. 56155 1 deo I mm VK241717Y MAP TITLE SHEET 2 N.T.S. 3 CONSTRUCTION NOTES OUANITITY O SAW -CUT & REMOVE EXISTING CONCRETE CURB & GUTTER. 360 LF O REMOVE EXISTING CATCH BASIN. 1 EA O REMOVE EXISTING TREES. 6 EA O REMOVE EXISTING CONCRETE DRIVEWAY. 1,650 SF O REMOVE EXISTING SIGN. 1 EA 60 REMOVE EXISTING CONCRETE SIDEWALK. 1,645 SF 70 REMOVE EXISTING CONCRETE CURB RETURN. 1 EA 80 REMOVE/ABANDON EXISTING WATER METER. 1 EA 90 REMOVE/RELOCATE EXISTING TELEPHONE PEDISTAL 1 EA 10 REMOVE/RELOCATE EXISTING FIRE HYDRANT. 1 EA 11 REMOVE/RELOCATE EXISTING STREET LIGHT PER CITY OF FONTANA SIDS. 1 EA Q RELOCATE EXISTING POWER POLE PER SCE FORCES. 1 EA 13 PROTECT EXISTING POWER POLE IN PLACE. 4 EA G PROTECT EXISTING FIRE HYDRANT IN PLACE. 2 EA 15 PROTECT EXISTING STREET LIGHT IN PLACE. 1 EA 16 PROTECT EXISTING SCE VAULT IN PLACE. 1 EA 17 PROTECT EXISTING SIGN IN PLACE. 2 EA 18 ADJUST EXISTING UTILITY MANHOLE TO GRADE. 4 EA 19 ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. 1 EA 20 ADJUST EXISTING WATER VALVE TO GRADE. 6 EA 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA 41 LF STD. PLAN 1000. 22 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA 2,750 SF STD. PLAN 1002.(MODIFIED PER DETAIL ON SHEET 4) 23 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA 1 EA STD. PLAN 1003. 24 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. SEE PLAN FOR WIDTHS. 7,772 SF 25 CONSTRUCT MODIFIED SIDEWALK PER DETAIL ON SHEET 4. 160 SF 26 RELOCATED POWER POLE PER SCE FORCES. 1 EA 27 COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. 198 TONS DEPTH 1.5 (WIDTH PER PLAN) SEE DETAIL ON SHEET 4. 28 REMOVE EXISTING CROSS GUTTER BACK TO FLOW AND RECONSTRUCT 180-':W PER CITY OF FONTANA STD. PLAN 403. 29 PROPOSED STREET LIGHT BY SCE FORCES. ;,�,. - 5 EA STORM DRAIN CONSTRUCTKN NOTES= 30 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 1 EA PLAN NO. 3004, W=7.00' V=5.00'. 31 CONSTRUCT 39" R.C.P., D-1500. 19 LF 32 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 1 EA NO. 3026. SEE DETAIL ON SHT. NO. 4. 33 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. - 1 EA 3003, CASE A. Prepared Under The Supervision Of Thienes Engineering, Inc. CML ENG/NEER/NG • LAND SURVEKNG 14349 f7RESTONE BOULEVARD DRAWN BY: LA M/RADA, C 1L/FORNG4 906.38 PH.(714)521-4811 FAX(714)521-417.3 Z;,j,A.S./, � , Date 1-15-17- CHECKED BY. REINHARD STE EL RCE NO. 56155 1 deo I mm 1 TITLE SHEET 2 PLAN AND PROFILE 3 PLAN AND PROFILE 4 DETAILS OR 10 - CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN N r PACIFIC AND MARLAY AVENUE s s SHOWN WLE S EU r N DATE CL NC7�S & QUAWff EMMATS AP OVED -Z • rG , �.� DRAWING NO.: 1 g DATE: ITY G NEER R.C.E. 51152 4924 4