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Home My WebLink About3614-1F GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE 6" MAX SIZE N WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN AE 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY LATEST EDITION UNLESS OTHERWISE NOTED. Ld z APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY � CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN INE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. AND ALL AFFECTED AGENCIES IMMEDIATELY. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE °- 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING CITY ENGINEER. STEEL HAVE BEEN .PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED ANDAPPROVED 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT PRIOR TO PAVING OF STREETS. SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF PAVEMENT PRIOR TO PLACEMENT. FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF NUE BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL COMPLETION OF PAVING. (909) 350-7610. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY 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 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE CITY ENGINEER. BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 34. THE MINIMUM D -LOAD FOR ALL RCP IS 1350. TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC=6,000 PSI FOR 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) VELOCITIES EXCEEDING 30 FEET PER SECOND. FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS 36. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN BY SOILDS TESTS TAKEN AFTER COMPLETETION OF ROUGH GRADING. THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 37. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A PURPOSE. GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 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 CITY OF FONTANA UTILITY NOTIFICATION LIST 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 CITY OF FONTANA S.B.C. INC. WORKING DAYS BEFORE EXCAVATION. 8353 SIERRA AVENUE 3939 E CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY (909) 350-6632 (714) 666-5500 COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 1981 W. LUGONIA AVENUE (800) 422-4133 RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. REDLANDS, CA 92374 ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE (909 ) 335-7547 PACIFIC BELL CO. PRIOR TO WORK AROUND THEIR FACILITIES. EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT ORANAHEIM, CA 92807 SO. CALIF. EDISON COMPANY (714) 666-5467 WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 300 N. PEPPER AVENUE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY RIALTO, CA 92376 VERIZON (TELEPHONE) FOR VALVE OPERATION AND WATER REQUIREMENTS. 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. 909 875-5100 -TRANSMISSION ONTARIO, CA 91766 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT 213 637-1233 - PIPELINES (800) 422-4133 WHERE OTHERWISE NOTED. 909 357-6505 - DISTRIBUTION 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 800 422-4133 FONTANA WATER COMPANY ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO ATTN: MICHAEL J. McGRAW ADELPHIA (CABLE TV) 8440 NUEVO AVENUE THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING ONTARIO, CA 91761 (909) 822-2201 DURING CONSTRUCTION. (714) 666-5500 FAX: (909) 823-5046 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE LEGM. CITY ENGINEER. INDICATES PROPOSED A.C. PAVEMENT 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING INDICATES REMOVE EXISTING A.C. PAVEMENT SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. INDICATES OVERLAY EXISTING A.C.PAVEMENT SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY - INDICATES CENTERLINE THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO -- INDICATES RIGHT-OF-WAY UNE MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE - - - - INDICATES EXISTING IMPROVEMENTS MONUMENT. INDICATES EXISTING CONTOUR LINE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL- RESIDENTS 0-0 STREET LIGHTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT JANE SHALL BE DIRECTION OF FLOW x x )(;K X X) 1 NPc,}Te5 r✓ x 15T1h/6, fz EV4Tia N MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS , 6- 3 I N P l c_4 Tc5 &919b& B f E4 AND EMERGENCY VEHICLES. PRIVATE EMNEERS NOTICE TO CONTRACTOR: 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER WRITTEN APPROVAL LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED OF THE CITY INSPECTOR. 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 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING r NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS ��c� AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF OBTAINED. / o��SsroNq� Q4 C NAME j�R y WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SW �' '° OF THE DESIGN PROFESSIONAL FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF 1T-{ wE 0SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABL-,�. N • 6 UNAUTHORIZED ChiANGS AND USES SWALES ENTERING OR LEAVING IMPROVEMENTS. 7 " THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, - s GP��C Tq� o� '� -�r : FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE COLOR AND FINISH TO MATCH EXISTING CONCRETE. . PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. . , r. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE U (} "� v U � � � f%-EGoC2-b T�P-A•wl�t, 2�3�6 D IRED 3.13•aa ISHOULD MPROVEMEMSSNOTCCOMMENCE ON OFREQUWITHIN ABANt7bN B/.1 S/,V /NLE - - - gc= � C lojl •I�g TWO YEARS OF THE DATE OF APPROVAL ^"w"^^^^^ � ^"""�^^^ Si�2I1G U,QESHOWN HEREON AND CARRIED FORTH IN A DIAL ^^ TW❑ WORKING 03 REMOVE BRICK ANI)MaRTAR P�u� °��°9 � I U 12 DIUGENTMANNER,THE GTYENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA JUNIPER AVENUE STORM DRAIN PLANS STATE ROUTE - 210 FWY - (OLD HIGHLAND AVENUE) ITT SO HIGHLAND AVENUE WALNUT AVENUE e► lr%ry s e A n SIFTAMN ow a= 0,11A DEI N110N MN Y SECTION ANA imouniflol I= - DOUBLE COURSE 4` X 8" BRICK AND MORTAR PLUG SECTION BNB BRICK AND MORTAR PLUG 4, TYPICAL FOR ALL DIAMETERS N.T.S. J6 BAR 12" O.C. ,;JUNCTION STRUCTURE PLUG DETAIL scn� i.=s. LASELINE AVENUE EXISTING GROUND - VARIES 1 3' 2' 3' EXISTING 1.5' GROUND TiE \\-9" THICK CRUSHED N o AGGREGATE BASE FILTER BLANKET SECTION C -C SCALE: 17-10' NOTE EXCAVATION SHALL BE BY OPEN TRENCH UTILIZING SHORING IN ORDER TO ALLOW FOR A MINIMUM OF ONE OPEN TRAFFIC LANE ADJACENT TO THE EXCAVATION. BASIS OF BEARINGS. BEARINGS ARE BASED ON THE CENTERLINE OF JUNIPER AVENUE BEING NORTH 00'01'57" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PAGES 38-44, RECORDS OF SAN BERNARDINO COUNTY. PREPARED FOR: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7644 BENCHMARK CITY OF FONTANA BENCHMARK NO. 615 SPIKE IN POWER POLE AT THE CORNER OF CITRUS AVENUE AND LOS CEDROS AVENUE ELEVATION: 1467.59 RECORD IDOC UM EN7 These Record DocuM-encs have been prepared based on information provided by others. The Design Professional has not verified the accuracy end/or completeness of .this. information and shall pAOFESS', not be responsible for Ony errors or omissions S. h A hic ay be Incorporated -herein as a result Nd -4397 2 Z E"p• 6130107 t cM l00, �FCALWOA BRICK AND MORTAR PLUG RCP DETAIL "A� SCALE: 1"=10' D - PROJECT LocanoN STATE ROUTE - 210 FWY KIM) MAP N.T.S. CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 1 INSTALL 72" RCP (D -LOAD PER PROFILE) 2 INSTALL 66" RCP (D -LOAD PER PROFILE) 3 INSTALL 60" RCP (D -LOAD PER PROFILE) 4 INSTALL 54" RCP (D -LOAD PER PROFILE) 5 INSTALL 48" RCP (D -LOAD PER PROFILE) 6 INSTALL 42" RCP (D -LOAD PER PROFILE) 7 INSTALL 36" RCP (D -LOAD PER PROFILE) 8 INSTALL 307 RCP (D -LOAD PER PROFILE) 9 INSTALL 24' RCP (D -LOAD PER PROFILE) 10 SAWCUT, REMOVE. & REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 11 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1 12 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 13 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA. STD PLAN 332-1 14 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2 15 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD PLAN 340-1 16 INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE B 17 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 18 REMOVE BRICK AND MORTAR PLUG 19 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD PLAN 380-2 20 INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE B (MODIFIED FOR 60- RISER) 21 CONSTRUCT JUNCTION STRUCTURE PLUG PER DETAIL HEREON �- CONSTRUCT 4' X 3' RECTANGULAR CONCRETE CHANNEL PER DETAIL ON SHEET 2 23 CONSTRUCT 3' X 2' RECTANGULAR CONCRETE CHANNEL PER DETAIL ON SHEET 2 24 CONSTRUCT ENERGY DISSIPATER PER A.P.W.A. STD. PLAN 384-1 25 CONSTRUCT 1/4 TON RIP RAP (2.7' THICK WITH CRUSHED AGGREGATE BASE FILTER BLANKET) Z6 CONSTRUCT PIPE HEADWALL PER CALTRANS STD. 089 27 CONSTRUCT 75 LB. RIP RAP (1.5' THICK WITH CRUSHED AGGREGATE BASE FILTER BLANKET) 28 CONSTRUCT CHAIN LINK FENCE AND GATES PER APWA STD PLAN 600-1 29 REMOVE EXISTING AC PAVEMENT 30 CONSTRUCT AC PAVEMENT OVER 12" OF 957 COMPACTED NATIVE SOIL SEE GENERAL NOTES 36 & 37) 31 j?tr_ NOV7eZ17A e j/viV TOP OF STRUCTURAL Pl- U 4PAVEMENT SUBGRADE 0RAF 2EOA .. 32 C0NSj2uC T ✓1JNC P0)V Si,pUCIU�F PL vC PEI? 067AIL 116rR670y PEI PROVIDE ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1- MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING 907 COMPACTED NATIVE BACKFILL S. S. Hq'y 6" MAX SIZE N tZ N AE S. HIG 4LAND AENLIE 8 MAX. Ld z SOF CAL\F� � w w LO W1 AVE °- ao BASELINE AVI NUE o inn KIM) MAP N.T.S. CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 1 INSTALL 72" RCP (D -LOAD PER PROFILE) 2 INSTALL 66" RCP (D -LOAD PER PROFILE) 3 INSTALL 60" RCP (D -LOAD PER PROFILE) 4 INSTALL 54" RCP (D -LOAD PER PROFILE) 5 INSTALL 48" RCP (D -LOAD PER PROFILE) 6 INSTALL 42" RCP (D -LOAD PER PROFILE) 7 INSTALL 36" RCP (D -LOAD PER PROFILE) 8 INSTALL 307 RCP (D -LOAD PER PROFILE) 9 INSTALL 24' RCP (D -LOAD PER PROFILE) 10 SAWCUT, REMOVE. & REPLACE EXISTING AC PAVEMENT PER CITY DWG NO. 131 11 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1 12 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 13 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA. STD PLAN 332-1 14 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2 15 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD PLAN 340-1 16 INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE B 17 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 18 REMOVE BRICK AND MORTAR PLUG 19 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD PLAN 380-2 20 INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE B (MODIFIED FOR 60- RISER) 21 CONSTRUCT JUNCTION STRUCTURE PLUG PER DETAIL HEREON �- CONSTRUCT 4' X 3' RECTANGULAR CONCRETE CHANNEL PER DETAIL ON SHEET 2 23 CONSTRUCT 3' X 2' RECTANGULAR CONCRETE CHANNEL PER DETAIL ON SHEET 2 24 CONSTRUCT ENERGY DISSIPATER PER A.P.W.A. STD. PLAN 384-1 25 CONSTRUCT 1/4 TON RIP RAP (2.7' THICK WITH CRUSHED AGGREGATE BASE FILTER BLANKET) Z6 CONSTRUCT PIPE HEADWALL PER CALTRANS STD. 089 27 CONSTRUCT 75 LB. RIP RAP (1.5' THICK WITH CRUSHED AGGREGATE BASE FILTER BLANKET) 28 CONSTRUCT CHAIN LINK FENCE AND GATES PER APWA STD PLAN 600-1 29 REMOVE EXISTING AC PAVEMENT 30 CONSTRUCT AC PAVEMENT OVER 12" OF 957 COMPACTED NATIVE SOIL SEE GENERAL NOTES 36 & 37) 31 j?tr_ NOV7eZ17A e j/viV TOP OF STRUCTURAL Pl- U 4PAVEMENT SUBGRADE 0RAF 2EOA .. 32 C0NSj2uC T ✓1JNC P0)V Si,pUCIU�F PL vC PEI? 067AIL 116rR670y PEI PROVIDE ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1- MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING 907 COMPACTED NATIVE BACKFILL S. S. Hq'y 6" MAX SIZE N tZ N AE 6" MIN. * Exp. 6/30/05 8 MAX. CHECKED BY. SOF CAL\F� ml LO °- 571 LF. 666 L.F. 1235 LF. 677 LF. 697 L.F. 385 L.F. 572 L.F. 344 LF. 175 L.F. 22,020 S.F. 7 EA 6 EA 2 EA 1 EA 2 EA 3 EA 7 EA 1 EA 1 EA 1 EA 1 EA 150 LF 128 LF 2 EA 69 TON 2 EA 8 TON 700 LF 47,628 SF 1,328 TON 3" MAX. SIZE NATIVE SOIL COMPACTED 957 z STORM DRAINo w it l PIPE m m NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE NOTE: 2. TRENCH DEPTHS OF GREATER THAN 5' COMPACTION SHALL BE 907 IN ALL ZONES SHALL HAVE ADEQUATE SHORING UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS 1VEMENT REPLACEMENT SEE 3. CLASS II AGGREGATE BASE ALL TRENCHES . SECTIONS ON SHEETS 3 & 5. LESS THAN 100 FEET IN LENGTH TRENCH BEDDING DETAIL NTS Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (9 9) 356-1815 Fax (909) 356-1795 Iz-15-04 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) ESS / QON S. S. Hq'y DRAWN BY. tZ ,;; No. 43976 m AE DESIGNER BY: * Exp. 6/30/05 C / V O_ �r��P CHECKED BY. SOF CAL\F� ml CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMNET PLANS JUNIPER AVENUE FROM SCALE: AS NOTED � BASELINE AVENUE TO DATE: SOUTH H(GHIAND AVENUE December, 2004 BY: DRAWING NO.: � DATE: Z . ex 71re CIN ENGINEER R.C.E. 5i 152 364 11 Filename: M:\dwg\14907\final design\sd\JUNIPER SD 01.DWG