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HomeMy WebLinkAbout2707-1L > > Z SAN BERNARDINO Q 14 W W FREEWAY In Lo Of CL U STREET IMPROVEMENT PLANS 10 PROJECT Iv 9�� cH c��P�, SITE �\\IIIdo, rr \ uu ' R . RIVERSIDE _ ROAD Q SAN_ BERNARDINO_ COUNTY RIVERSIDE COUNTY VICINITY MAP NO SCALE PUE P LP L PIE 5I' 25' 25' 5' 7' 18' la, 7' 5' 8' 10' 10' 8'L- j 1p 1 I 2:1 I 4.5' .5 1 1. I5' 4.5' CUT 2 1 AX. / 0.03• CUT) MAX. T44 LEVEL LIN ,23• 0.23' SLOPE 1/4" PER FT. 1 I 29c z 2:1 I FILL IMAX. FILL IM. 6 \ 6 2 12" 959E COMPACTED NATIVE SOIL 2 TYPICAL 50' STREET SECTION (6" C. F.) NOT TO SCALE WINDCREST DRIVE ELWOOD AVENUE COLEEN STREET LEMON AVENUE ^r-1 /SAI ornr SOUTHRIDGE TRACT 1 VI LLAGE 4758 EXIST. IMPROVEMENTS PER TRACT 14138 CA PUE P L 50' P L PIE 25' I S. T 18' 18' 7' 5' IL 8' 10' 10' 8' 1 2:1 1 4.5 S' 1 1.5 4.5' 2:1 CUT �A,.X. 0.20' 2:1 Is PE 1 4L LIN_- FT. O �� SLOPE 1/4" PER 2x 40'2�T. FILL I MAX. FILL JAX. 6 "' SIDEWALK 12" 9596 COMPACTED NATIVE SOIL {�f-EXIST. EXIST. CURB & GUTTER EXIST. PAVEMENT TYPICAL 50' STREET SECTION (8" C.F.) NOT TO SCALE KNOLL CREST DRIVE TRAFFIC INDEX = 5.5 GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REOU/REMENTS OF THE C/TY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. Z CONSTRUCTION PERMITS SHALL TO OBTAINED FROM FONTANA ENGINEERING DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. J. STAT/ONING REFERS TO CENTERL/NES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FIN/SH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT 70 REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRAD/NG SHOULD rHE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND /F THE FIELD PAVEMENT CONDITIONS CHANGE • THEN THE DEVEL OPER WOULD BE REQUIRED TO UPDATE THE DES/GN TO ACCOMMODATE ACTUAL FIELD CONDITIONS: 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS: THE .CONSTRUCTION NOTES 8c QUANTITIES 8 EX/Sr/NG UNDERGROUND Ur/LIT/ES ARE AS A PER AVA/CARL£ RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION /N THE FIELD. CONTRAC70R SHALL CALL EACH UTILITY PRIOR 10 ANY WORK NO. ITEM OUAN717Y UNIT 0 CONSTRUCT 4" MINIMUM AC. OVER 12" OF 95X 102,382 S.F. COMPACTED NATIVE SOIL. (SEE GENERAL NOTE 6 & 31) CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 101). 5.466 L.F. CONSTRUCT CONCRETE CURB AND CUTTER (8" C.F. 252 1.F. U PER CITY OF FONTANA STANDARD DETAIL101). CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. ® TRANSITION TO 8" C.F.) 13.3 L.F. CONSTRUCT STANDARD CROSS GU77ER AND SPANORELL 1.540 S.F. PER CITY OF FONTANA STANDARD DETAIL 104. CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 24,290 S.F. AND LOCATION PER PLAN & PER CITY STD. 105A CONSTRUCT RAMPED CURB RETURN PER C17Y OF EA ® FONTANA STANDARD 104-A 12 ® INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W/CUT OF LEASE LIGHT 14 £A x FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 20' INSTALLED BY SO. CALIF. EDLSON 00.) 11 CONST. RESIDENTIAL DRIVEWAY PER C17Y OF FONTAAM 92 E4 STANDARD 102 W=16' TO BE FIELD LOCATED. REMOPf R£DWp00 HEADER & JOIN TO EX/S77NG L.F. 'CJ IMPROVEMENTS 333 REMOVE EXISTING SIDEWALK AND CURB & GU7TER L.F. © ✓OIN 717 EXISTING PAVEMENTS 76 9. Al4L MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 BELOW FIN/SHED GRADE BY SEWER CONTRACTOR AND SH4LL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAV/NG 10. ALL VALVE FRAMES AND COVERS "LL BE CONSTRUCTED 6" BELOW FIN/SHED GRADE BY WATER CONTRACTOR AND SMALL BE RAISED TO GRADE BY RAV/NG CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SH&L COORDINATE CONSTRUCTION W17H ALL &TIL/T/ES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING TELEVISION CABLE LANDSCAPING LANDSCAPING IRRIGATION, HAILS710 WATER RECLA/MEh WATER, SEWER, STORM PRA/NAGE, FLOOD CONTROL SYSTEMS, Z7b' 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD RECORD DRAWINGS SHALL BE PROVIDED TO THE C/TY OF FONTANA. 14. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL B£ DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE C/TY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR /S INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE /S OR MAY BE A CONFLICT S/ ALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNERS REPRESENTATIVE. 16. STER/LANT REWIRED UNDER ALL A.C. PAVEMENT. 77. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL H45 BEEN PLACED, INSPECTED AND APPROVED. 18. THE WALLS AND FACES OF ALL EXCAVAT/ONS GREATER THAN FIVE (5) FEET IN /N DEPTH SHALL BE EFFECT/VELY GUARDED BY A SHORING SYSTEAf, SLOP/NG OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIV£ (5 FEET /N DEPTH SHALL ALSO BE GUARDED WHEN EXAMINAT/ON INDICATED AAZAR0011S GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM £XCAVAT/ON OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA_ STA7F DIVISION OF INDUSTRIAL SAFE7Y. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECT/ON 306-1.1.6 STORM DRAIN QUANTITY ESTIMATES 20. NO TRENCH BACKF/LL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY'S INSPECTOR. b � . a a • - 18 25 .,., I I NO. /TEM OUANTITY UNIT 21. ACTUAL P405MENT THICKNESS 70 BE DETERMINED BY SOIL ENGINEER AFTER 31 `� 27 34 42 = - COMPLET/ON OF ROUGH GRADING. 4 -.-- .� 37 V! I - A COL�N-% +• - '¢ - +R- -- MT 19 24 \ m i ® INSTALL 30" R. OP. 1500 D 206 LF. 22. ADEQUATE STAKES SHALL BE SET BY THE ENG/NEER TO EAAbL£ THF CONTRACTOR Ii TO CONSTRUCT THE WORK TO THE PLAN GRADES. 3 28 33 6 3s 41 �I - © INSTALL 24" R.C.P. 1500 D 50 LF. 23. ALL UT/L/TY COMPANIES SHALL BE GIVEN 48 HOURS NOT/CE PRIOR TO WORK/NG s1 90 ss ss s7 8s s5 84 s3 82 a1 I AROUND THEIR FACILITIES. < 20 23 � CONSTRUCT MONOLITH/C CATCH BAS/N CONNECTION 4o CJ PER AP.W.a STD PLAN 308 2 24. BACKFILL MATERIALS SH4LL VERIFIED BY CONTRACTOR AND APPROVED BY THE PUBLIC 2 � ISI 39 �� CONSTRUCT C.B. NO. 3 PER L.AC.FC.D. STD. DWG �- 32 1�9 2-Df63 W=14 I/ 4.5 WITH LOCAL DEPRESS/ON PER 2 WORKS INSPECTOR PR/OR TO THE PLACING OF ANY PERMANENT PAVEMENT. _1 74 75 76 77 78 79 80 �31W 21 22 2s 30 31 ✓ �) L.A.C.F.CA STD. DWG. 2-D88 CASE "C" 25. BACKF/LL MATERIALS TO HAVE S.E. OF 30 (MIN) AND A MIN. COMPACTION OF 90.. 70 71 72 73 CONSTRUCT ✓UNCTION STRUCTURE PER APWA 1 6s � N ..._ ® STD. PLAN 340-0 A=45' C=4.50' 1 EA 25. THE CONTRACTOR /S REQUIRED TO HAVE A FULL SET OF L.A.C.f.C.D STANDARDS &' _ A. P. W.A. STANDARDS ON SME AT ALL T/MES PR/DR 779 STORM DRAIN CONSTRUCT/ON. ._ yyINDCREST oRIVE _------ri- -' SHEET 3 - ® CONSTRUCT CONCRETE COLLAR WINDCREST DRIVE - ---+�- - PER aP. CT STD PLAN 380-1 1 Ea 27. PR/OR TO CONSTRUCTION OF WATER SEWER AND OR STORM DRAIN LINES THE SHEET 2 " `'� - - i CONTRA07OR SHALL EXPOSE THE EXISTING WATERSEWER AND10R STORM DRAIN ' 43L/NES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND 44 LOCA71 .. APPROVAL BY THE C17Y OF FONTANA OF A PROPOSED CONNECT/ON 46 45 TO A 0/7Y FACIL/7Y DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 / �� ELEVAT/ON AND/OR LOCA 71ON AS SHOWN ON PLANS. 28. IF DURING CONSTRUCTION GROUND WATER /S ENCOUNTERED A SYSTEM APPROVED BY THE C17Y E`NG/NEER SHALL BE INSTALLED TO bEWATER SAID DECLEZ CHANNEL LOT ' A' DECLEZ CHANNEL AREA AT THEDIRECTION OF THE SO/LS ENGINEER. DECLEZ CHANNEL LOT 'A! 29. ALL EXPOSED METAL SURFACES SHALL B£ GALVANIZED IN ACCORDANCE WITH THE C17Y STANDARD SPECIF/CAT/ONS 30. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE UTILITY NOTIFICATIONS: C17Y ENG/NEER. 31 ACTUAL THICKNESS OF A. C. PAVEMENT ANDVOR BASE COURSE MATERIAL FOR CITY OF FONTANA STREET STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNCAL 8353 SIERRA AVENUE ENGINEERING REPORT AND SUBMITTED TO THE C17Y OF FONTANA FOR APPROVAL FONTANA, CALIFORNIA 92335 REOU/RED O UPON BRNOF H/SO/ ALF STGRADING. ET SECTON RONTA E £UP£O A� 20 Y£ARRDESIGN NDEX MAP TELEPHONE (909)350-7610 L/F£ BE7WEEN 51 7f PROPER7Y L/NES, PLUS RESONABLE ✓O/NS TO EXIST/NG PAVEMENT SO.CALIF. GAS COMPANY -DISTRIBUTION FACILITIES SUBJECT TO FIN& APPROVAL BY THE CITY ENGINEER. BENCHMARK: 16231 VALLEY BLVD. 32. /T SHALL BE THE RESPOND/B/L/7Y OF THE CONTRACTOR TO NOT/FY THE ENGINEER SCALE : 1 "=100' FONTANA, CALIFORNIA 92335 AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS TELEPHONE (889-9711 OR (800)422-4133 BEEN INSTALLED SO THAT THE ENG/NEER MAY INSTALL STREET CENTERLINE R.R. SPIKE ON PP# 674320E AT THE INTERSECTION OF JURUPA AVENUE MONUMENT AS REQUIRED BY THE CITY CODE OF THE C17Y OF FONTANA. AND MULBERRY AVENUE. SO.CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET 33. ALL CONCRETE STRUCTURES MAY NOT BE BACKF/LLED UNTIL 7 DAYS AFTER BREA, CALIFORNIA 92621 PLACEMENT OF CONCRETE OR AS DIRECTED BY THE C17Y INSPECTOR TELEPHONE (909)529-2889 OR (800) 422-4133 ELEV. 918.40 SOUTHERN CALIFORNIA EdISON COMPANY 7951 REDWOOD AVENUE FOPRIVATE ENGINEER'S NOTE FONTANA, CALIFORNIA 92336 909 357-6231 (S0. OF MERRILL) 909 357-6223 NO. OF MERRILL) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 800 422-4133 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE GENERAL TELEPHONE COMPANY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 245 N. MOUNTAIN VIEW AVENUE ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND POMONA, CALIFORNIA 91766 THE CITY. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE TELEPHONE (213)357-2257 OR (800)422-4133 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND 825 EAST THIRD STREET THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE SAN BERNARDINO, CALIFORNIA 92408 STORM DRAIN CONSTRUCTION NOTE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, TELEPHONE (909)383-1665 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK WHEN ENGINEER CALLS FOR THICKENING THE INVERT OF THE PIPE, THIS ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE PACIFIC TELEPHONE & TELEGRAPH COMPANY SHALL BE ACCOMPLISHED BY THE FOLLOWING MANNER. THE SOFFIT NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3073 ADAMS STREET SHALL BE INCREASED BY PLACING A BLANKET OF CONCRETE OF THE RIVERSIDE, CALIFORNIA 92504 EXTRA REQUIRED THICKNESS IMMEDIATELY FOLLOWING THE PIPE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR TELEPHONE (714)359-2585 OR (800)422-4133 MACHINE PLACEMENT AND BENEATH THE POLYETHYLENE SHEET. THE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF INVERT THICKENING WILL BE OBTAINED BY OVEREXCAVATING THE ILmil AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO FONTANA WATER COMPANY TRENCH AND SHIMMING -UP THE PIPE MACHINE MANDREL BY THE EXTRA uo EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 8440 NUEVO AVENUE REQUIRED THICKNESS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO P.O. BOX 987 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES FONTANA, CALIFORNIA 92334 NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION TELEPHONE (909)822-2201 OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. NOTES: 1. REINFORCING STEEL SHALL BE 1-1/2 INCES CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES. 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. B ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. COF.DW(