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Home My WebLink About3800-1STREET IMPROVEMENT NOTES CITY OF FONTANA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STREET IMPROVEMENT PLANS STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS COYOTE CANYON ROAD, ROADRUNNER ROAD 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",' AND DU OWNER/DEVELOPER THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER BEARINGS ARE BASED ON THE WESTERLY LINE OF DESCRIBED BY METROPOLITAN WATER DISTRICT 80. 1W0 WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. FOR RESOLUTION. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. TO MATCH EXISTING CONCRETE. WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 27• THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. LOCATION OF THE SEWER LATERAL. CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING "NOT 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE CALL (909) 350-7610. BEEN PLACED, INSPECTED AND APPROVED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NORTH OOr30'24' WEST. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO, 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, SAN DIMAS, CA 91773 4A PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, PAVING OF STREETS. o ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITHTHE LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 30. APPROVED SOIL STERI LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOf3/� PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TO PLACEMENT. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, PROFESSIONAL. , FENCE GATE 10 PAVEMENT & DRIVEWAY MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT _ E VERIZON ATTENTION: TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED ENGINEER'S N077CE TO CONTRACTORS 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. _ FOR LATER REPLACEMENT OF THE MONUMENT. FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION VICTORVILLE, CA 92392 STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE THE ENGINEER ASSUMES OF INDUSTRIAL SAFETY. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED � WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN ROUGH GRADING. EXCEED 25 MILES PER HOUR. THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SHALL BE RAISED TO FINISHED GRADE BY THE PAVING SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE co DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. CONTRACTOR UPON COMPLETION OF PAVING. � 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, UNDERGROUND SERVICE ALERT AT 1-800-227-2600 SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD ' .0 1 ui _ DRAWINGS TO THE CITY ENGI NEER TRACT 14570 3 LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, " OWNER/DEVELOPER STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN BEARINGS ARE BASED ON THE WESTERLY LINE OF DESCRIBED BY METROPOLITAN WATER DISTRICT 80. 1W0 WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. PRNA7E ENGINEER N07E THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 0 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH Centex Homes THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 1265 Corona Pointe Court CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 13. CURVE DATA REFERS TO THE FACE OF CURB. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING "NOT 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING Ph: (951) 479-9300 SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS N 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NORTH OOr30'24' WEST. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR NOT BE LIMITED TO NORMAL WORKING HOURS, AND ON THE NORTHWEST CORNER OF A 10 FOOT WIDE SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, SAN DIMAS, CA 91773 4A INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM YOU DIG YOU DIG CONTROL STAKING DURING CONSTRUCTION. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITHTHE ATTENTION: 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN NAVE) 88 -1508.56 (FEET 17, REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, PROFESSIONAL. , FENCE GATE 10 PAVEMENT & DRIVEWAY MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR INSTALL STREET LIGHT (22000 LUMEN HPSV; 200 WATT, #20; 30FT) LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF VERIZON ATTENTION: THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ENGINEER'S N077CE TO CONTRACTORS O9 ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TOMONUMENTS CAN BE ESTABLISHED TELEPHONE (760) FOR LATER REPLACEMENT OF THE MONUMENT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR VICTORVILLE, CA 92392 STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE THE ENGINEER ASSUMES INSTALL STREET LIGHT (9500 LUMEN HPSV; 100 WATT; #10; 25FT) 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR ATTENTION: TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL AREA FOR RESIDENTS AND EMERGENCY VEHICLES. BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO (909) 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, ONTARIO, CA 91761 INCLUDING ADEQUATE WATERING, AT ALL TIMES. AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S EXCEED 25 MILES PER HOUR. RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO CD BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE co DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY aI'llIDENTIFICATION NUMBER ISSUED BY U.S.A. 0 22• NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CIN INSPECTOR. 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 23-A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. r WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS cn TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. Z 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED v AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD j' DETAILS. E 0 E Al J N �.. BASIS OF BEARINGS. LEGAL DESCRIPTIONS OWNER/DEVELOPER REVISION DESCRIPTION BEARINGS ARE BASED ON THE WESTERLY LINE OF DESCRIBED BY METROPOLITAN WATER DISTRICT 80. (909) 875-1804 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 0 -..1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes °' AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 1265 Corona Pointe Court U FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 0 AOVWWVM Corona, CA 92879 "NOT 66, ,INCLUSIVE, IN THE OFFICE OF THE COUNTY FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 Ph: (951) 479-9300 RECORDER OF SAN BERNARDINO COUNTY, BEING N Fax (951) 372-2819 Q) NORTH OOr30'24' WEST. DELETED & RELOCATED IRRIGATION SLEEVES; TELEPHONE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE SAN DIMAS, CA 91773 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph. (714) 630-1626 Fax. (714) 630-1916 114211010.4 CA= ARA�Ifta 411,01 )N RO) gpUNDARY i m► rry 121 iQv=vnQQ WATER BENCH MARK ATTENTION: REV. REVISION DESCRIPTION 855 W. BASELINE DESCRIBED BY METROPOLITAN WATER DISTRICT 80. (909) 875-1804 o o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED SEWER 2 ADDED SHEET 12 BRIAN INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 4.5 " A. C. - 101, 774 SF U SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 AOVWWVM 0IREV. "NOT FONTANA, CA 92335 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 QTY.; DELETED FOR CONSTRUCTION'; N FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING O4 DELETED & RELOCATED IRRIGATION SLEEVES; TELEPHONE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE SAN DIMAS, CA 91773 4A CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG GAS RELOCATED STREET LIGHT & STORM DRAIN, ADDED ATTENTION: INTERSECTION & REVISED MEDIAN CURB, ADDED N MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE1-800-227-2600 TELEPHONE: NAVE) 88 -1508.56 (FEET A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. , FENCE GATE 10 PAVEMENT & DRIVEWAY O INSTALL STREET LIGHT (22000 LUMEN HPSV; 200 WATT, #20; 30FT) TELEPHONE VERIZON SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph. (714) 630-1626 Fax. (714) 630-1916 114211010.4 CA= ARA�Ifta 411,01 )N RO) gpUNDARY i m► rry 121 iQv=vnQQ WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSAI 855 W. BASELINE TELEPHONE: (909) 875-1804 RIALTO, CA 92377 1A CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED SEWER CITY OF FONTANA ATTENTION: BRIAN WREN 4.5 " A. C. - 101, 774 SF 8353 SIERRA AVE. TELEPHONE (909) 350-6632 SAND FONTANA, CA 92335 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: JEFF BURT O4 800 W. CIENEGA AVENUE TELEPHONE: (909) 592-3737 SAN DIMAS, CA 91773 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN GAS THE GAS COMPANY ATTENTION: STEVE ROBLES O6 16231 VALLEY BOULEVARD TELEPHONE: (909) 428-8407 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. FONTANA, CA 92335 O INSTALL STREET LIGHT (22000 LUMEN HPSV; 200 WATT, #20; 30FT) TELEPHONE VERIZON ATTENTION: FRANK ANGUSTAIN O9 16071 MOJAVE DRIVE, BLDG. B TELEPHONE (760) 245-0330 PER STD. PLAN NO. 1016 VICTORVILLE, CA 92392 10 INSTALL STREET LIGHT (9500 LUMEN HPSV; 100 WATT; #10; 25FT) CABLE ADELPHIA COMMUNICATIONS ATTENTION: LEWIS MCDONALD 1500 S. AUTO CENTER DRIVE TELEPHONE: (909) 975-3343 ONTARIO, CA 91761 CONSTRUC770N NOTES I I SHEET INDEX 1 I I 1 TITLE SHEET/VICINITY MAP/INDEX MAP N 2 TYPICAL SECTIONS 1 o I N 3 COYOTE CANYON ROAD - STA 9+53.64 TO STA 17+50.00 t o I 4 COYOTE CANYON ROAD - STA 17+50.00 TO STA 28+00.00 I i I q 1 5 COYOTE CANYON ROAD - STA 28+00.00 TO STA 38+00.00 JL__4 6 COYOTE CANYON ROAD - STA 38+00.00 TO STA 48+50.00 1 I 7 COYOTE CANYON ROAD - STA 48+50.00 TO STA 58+40.00 j8 DUNCAN CANYON ROAD - STA 54+70.94 TO STA 59+96.76 CO - 9 ROADRUNNER ROAD STA 20+25.00 TO STA 29+00.00 t i I 10 ROADRUNNER ROAD - STA 29+00.00 TO STA 39+00.00 to N I 11 ROADRUNNER ROAD - STA 3 00.00 TO STA 48+32.07 t I 72TI�21M 60MSTIZLICTIOM 60AJDITION t I P.1f.B. 122/571 PARCEL 2 I I EXISTING POWER POLE AND ELECTRIQ I I TO BE RELOCATED BY SCE. -I t I IJ IeaN n;9s-' I QUANTITIES O1 CONSTRUCT 6.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 &.32; & TYPICAL SECTION) 6.5" A.C. - 351,551 SF 1A CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 4.5 " A. C. - 101, 774 SF 1 B CONSTRUCT 2" A. C. CAP OVER CLEAN SAND 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 O3 CONSTRUCT 8" CURB PER STD. PLAN NO. 1003 O4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=10') O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 O INSTALL STREET LIGHT (22000 LUMEN HPSV; 200 WATT, #20; 30FT) PER STD. PLAN NO. 1016 O9 INSTALL STREET LIGHT (16000 LUMEN HPSV; 150 WATT, #15; 30FT) PER STD. PLAN NO. 1016 10 INSTALL STREET LIGHT (9500 LUMEN HPSV; 100 WATT; #10; 25FT) PER STD. PLAN NO. 1016 _ 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 CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER o QROF ESS/,o D. Clly�� V c1' ti W N0. C041983 A EXP. 3/31/08 /, sT CNIL �P OF CA��FO� 13, 683 TONS 2,743 TONS 1,400 SF 13, 804 LF 8,351 LF 50,502 SF 43,185 SF 23 EA 1,277 SF 186 LF 36 EA 4 EA 13 EA COYOTE CANYON ROAD 1 ROADRUNNER ROAD CHERRY AVENUE )ITE LOCATION DUNCAN CANYON ROAD LYTLE CREEK I ROAD DUNCAN CANYON ROAD WiNIrr MAP N. T. -- ll;�-, 4. T. SHEET 7t 21 22 23 i t TRACT 16325-2 / col 271 29 / I so / 82 / as I / LEGEND %2 88 / 0_0 STREET LIGHT �CQ � / + STOP SIGN W/ STREET NAME . SIGN TRACT BOUNDARY RIGHT OF WAY / --�- � 88 CROSS GUTTER FLOW DIRECTION OF STREET FLOW / 40 / / FL FLOW LINE 41 / TC TOP OF CURB FS FINISH SURFACE \ / GB GRADE BREAK 44 48 / MOC MIDDLE OF CURVE 45 CIL CENTERLINE j- 48 / MOVC MIDDLE OF VERTICAL CURVE 47 / BVC BEGIN VERTICAL CURVE' 48 / EVC EIV D VERTICAL CURVE / XGUT CROSS GUTTER BC BEGIN CURVE / EC END CURVE / BCR BEGIN CURB RETURN / ECR END CURB RETURN / TAN. GR. TANGENT GRADE PVI POINT OF VERTICAL INTERCEPT / PI POINT OF INTERCEPT CONSTRUCTION NOTES vU vry uuRo VC VERTICAL CURVE TM TOP OF MEDIAN OEP ON EDGE OF PAVEMENT QUANTITIES 11 INSTALL STREET NAME SIGN PER STD. DETAIL 139 12 CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A 13 REMOVE EXISTING MEDIAN CURB 14 SAWCUT/REMOVE EXISTING SIDEWALK 15 SAWCUT/REMOVE EXISTING A.C. PAVEMENT (398 LF) 16 GRIND AND A.C. OVERLAY (1 1/2" MIN) OVER EXIST. PAVEMENT 17 ADJUST SEWER MANHOLE RIM TO GRADE 18 REMOVE EXISTING CHAINLINK FENCE 19 ADJUST VALVE CAN AND LID TO GRADE 20 ADJUST STORM DRAIN MANHOLE RIM TO GRADE 21 INSTALL BARRICADE PER STD. PLAN NO. 118 22 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES 23 RELOCATE EXISTING ENTRY MONUMENT �4 REMOVE EXISTING FENCE 25 REMOVE EXISTING SIGN 26 CONSTRUCT 6" A.C. DIKE PER STD. DETAIL 136 27 CONSTRUCT 8" A.C. DIKE PER STD. DETAIL 136 AEIA-I�CASC E I\I G I I\I E E R I rNs1 G 937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324 j (909) 783-0101 FAX (909) 783-0108 PREPAREDI'BY. CHRIS D. CUMMINS R. C. E. NO. 41983 EXP. D . 3/� 08 DATE. 4 EA 1,371 SF 44 LF 42 SF 15,275 SF 1 2,095 SF 21 EA 90 LF 113 EA 12 EA 413 LF 1,201 LF 4 EA 2�g38 LF 5 EA 101 LF 161 LF '1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: COYOTE CANYON ROAD, "ROADRUNNER ROAD 0S AND DUNCAN CANYON ROAD DESIGNED BY: OS '7 /7S CHECKED BY: APPR D SBC J Mi. CI ENGI ER R.C.E. 5'T152 DATE: SCALE: AS SHOWN ABOM DATE: SEPT. 2004 DRAWING NO.: 1 3800 Z 2\ At