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Home My WebLink About3700-10 0 0 0 a rgmm 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 THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. 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. 9. 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 11. 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 THE 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. 12. 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. 13. 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. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL., INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML 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. 18. 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. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. 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. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 1S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. CITY of FONTANA. UTILITY NOTIFICATION LIST CITY OF FONTANA S.B.C. INC. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 REDLANDS, CA 92374 12" MAX (909) 335-7547 PACIFIC BELL CO. EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET P.U.E. ANAHEIM, CA 92807 SO. CALIF. EDISON COMPANY (714) 666-5467 300 N. PEPPER AVENUE -- -_ . ; _V^ ::- - , ` o RIALTO, CA 92376 VERIZON (TELEPHONE) 909 820-5598 - UNDERGROUND 1400 E PHILIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 213 637-1233 - PIPELINES (800) 483-4000 909 357-6505 - DISTRIBUTION TRACT BOUNDARY FONTANA WATER COMPANY ADELPHIA 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 481-1115 FAX: (909) 823-5046 CITY OF FONTANA WALNUT AVENUE C.I.P. PHASE IIA STORM DRAIN IMPROVEMENT PLANS g U BASELINE AV Y 8 FONTANA VICINITY MAP auWwcarAwsn NTSA IR►n Ir HAIN WAY WALNUT AVENUE AIAMIA WALNUT AVENUE TAHOE WAY AVENUE TOP OF STRUCTURAL PAVEMENT SUBGRADE PRIVATE ENgNEOtS NOTICE TO CONTRACTOR.- THE ONTRACTOR:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. MIN EMIMMMIMMIM MIN HIM MMMM MIN MIN MIN MIN EMINSIMMINSIN MIN I MIN MINSIN Z 3 STORM DRAIN PIPE .- m m TRENCH DETAIL NIS NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS It AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY EN(INEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 3" MAX. SIZE NATIVE SOIL COMPACTED 95% TABLE: 200-1.2(A) SIEVE SIZE \ N 1 112 -= 1" - 90% COMPACTED 3/4" NATIVE BACKFILL = PROVIDE ADEQUATE SHORING 6 MAX SIZE 3/8" 6" MIN NO.4 12" MAX GRANULAR BEDDING FROM SELECTED 0-5 TRENCH SIDE MATERIAL (1" MAX SIZE) B P.U.E. �z GRANULAR BEDDING FROM SELECTED :;, ^ TRENCH SIDE MATERIAL FOR PIPE 10 -- -_ . ; _V^ ::- - , ` o OR GREATER IN DEPTH USE 1/2 LINEAL FEET CRUSHED STONE BEDDING - CENTERLINE ■ ■ TRACT BOUNDARY PRIVATE ENgNEOtS NOTICE TO CONTRACTOR.- THE ONTRACTOR:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. MIN EMIMMMIMMIM MIN HIM MMMM MIN MIN MIN MIN EMINSIMMINSIN MIN I MIN MINSIN Z 3 STORM DRAIN PIPE .- m m TRENCH DETAIL NIS NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS It AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY EN(INEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 3" MAX. SIZE NATIVE SOIL COMPACTED 95% TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 - 1" - 3/4" 100 1 2 90-100 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADIN B NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS BASIS of BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, T1N, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'59'12"E TRENCH REPAIR NOTES: 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT OF WAY REQUIRES AN EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK. (800) 227-2600. 3. ALL EXCAVATIONS SHALL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND IN THE MANNER APPROVED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. 4. COMPACTION OF BACKFILL SHALL BE CERTIFIED BY THE GEOTECHNICAL TECHNICIAN ON SITE AND APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO PLACEMENT OF THE PAVEMENT. 5. PERMANENT PAVEMENT SHALL BE PLACED WITHIN 5 DAYS OF EXCAVATION. A MINIMUM OF TWO (2' INCHES OF TEMPORARY ASPHALT SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED. THE TEMPORARY PAVEMENT SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE. 6. PRIOR TO PLACING PERMANENT PAVING, EXISTING PAVEMENT SHALL BE SAWCUT IN A CLEAN STRAIGHT LINE. PAVEMENT ADJACENT TO THE TRENCH THAT IS CRACKED SHALL BE REMOVED AND REPLACED. 7. ALL EDGES OF EXISTING PAVEMENT BEING JOINED OR OVERLAYED SHALL RECEIVE TACK COAT OF ASPHALT EMULSION. 8. TRENCHES OF 300 FEET OR MORE SHALL BE PAVED WITH A SELF PROPELLED PAVING MACHINE. 9. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS WHERE THE TRENCH EXTENDS FROM THE CURB MORE THAN 7 FEET OR IS IN A TRAVELED LANE WILL REQUIRE AN OVERLAY 25 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF THE TRENCH. 10. IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE NOTIFIED OF SUCH DEFICIENCIES AND REQUIRED TO REMOVE, REPLACE OR REMEDY THE FAILURE. UPON FAILURE OF THE CONTRACTOR TO PROMPTLY COMPLY AND UNDER ORDER OF THE CITY ENGINEER, TRENCH FAILURES MAY BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 11. BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, OR SELECT NATIVE MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30 AND A PERCENT COMPOSITION BY WEIGHT CONFORMING TO TABLE 200-1.2 (A) ORIGINAL BENCHMARK PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. 8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED FONTANA, CA 92335 SITE BENCHMARK (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. HWAliM 1395,16 w Ea Q 3 Vi EXISTING AC 1" MIN 6" MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 907. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 () 356-1615 Fax (909) 356-1795 L_David S. Hammer, A. . . 43976 Date (expires 6/30/2007) IS, ME[1=1 N AR 4000 C1 AR 4000 02 3" MAX. SIZE SELECT NATIVE BEDDING COMPACTED TO 95% r N 0-0 Z 0"0. •-- ' 8 a w Q 3 EXISTING AC 1 " MIN COMPACTED NATIVE OR BASE MAX. SIZE SELECT Q_c NATIVE BEDDING COMPACTED TO 90%. '�� 6! MIN. O.D. 6' ANN. 12' MAX. 12MAX. TRENCH REPAIR DETAIL Ms L awD: AV AV -�- EXISTING STREET LIGHT W WATER MAIN Ja FIRE HYDRANT S SEWER MAIN PROPOSED STREET LIGHT SAWCUT, REMOVE & REPLACE AC PAVEMENT EA EACH P.U.E. PUBLIC UTILITY EASEMENT SF SQUARE FEET L.M.E. LANDSCAPE MAINTENANCE EASEMENT LF LINEAL FEET - CENTERLINE ■ ■ TRACT BOUNDARY SD STORM DRAIN STORM DRAIN CONSTRUCTION NOTES HIGHLAND Z a > HIGH D AV g a > o g 01 i I a z WNNUt AV PROJECT LOCATION AV 1 REMOVE PORTION OF EXISTING RCP AND JOIN EXISTING RCP 16 LF 2 INSTALL 42' RCP (1500-D) 102 LF 3 INSTALL 360 RCP (1350-D) 770 LF 4 INSTALL 24" RCP (1350-D) » LF 5 CONSTRUCT MANHOLE PER A.P.W.A. STANDARD PLAN 320-1, SEE DETAILS ON SHEET 5 5 EA 6 CONSTRUCT MANHOLE PER AP.W.A STANDARD PLAN 322-1, SEE DETAILS ON SHEEP 7 1 E4 7 CONSTRUCT JUNCTION STRUCTURE PER AP.W.A. STANDARD PLAN 331-2, SEE DETAILS ON SHEEP 8 2 EA 8 REMOVE EXISTING CMP RISER 1 EA 9 CONSTRUCT CMP RISER PER DETAIL ON SHEEP 4 2 EA SHEET INDEX 1. TITLE SHEET 2. STORM DRAIN UNE i1" 3. STORM DRAIN LATERALS A-1 70 A-3, AND LATERAL B 4. APWA STANDARD PLANS AND CMP RISER DETAIL 5-7. APWA STANDARD PLANS QQRpFs SH'4 /0� CITY OF FONTANA CALIFORNIA oPd�� AX1. CAPITAL IMPROVEMENT PROJECT PHASE IIA � Z 1 77DRAWN BY.AE STORM DRAIN IMPROVEMENT PLANS SCALE: a Exp. 6/30/076 0/07 � DESIGNED BY: - WALNVTAVENUE DATE: No. 4397 m T AS NOTED * * EW�E S EET MARCH, 2 6 00 �Tvr C i y i L ��P CHECKED BY: DRAWING NO.: I FOFCAI\F� DSH -Li �J -lZ'OG 3700 CITY ENGINEER R.C.E. 51152 7 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\P�iASEIIA�WAft4flTAVESD1.dwg