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HomeMy WebLinkAbout1-124-02SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FLANS FOR CONSTRUCTION ON - LOS SERRANOS LAKE CH-A.-M.-NEL _LOS SERRANOS ROAD STORM DRAIN AND RELATED WORK CHINO HILLS ASSESSMENT DISTRICT 85-1 _ CHINO HILLS9 CALIFORNIA DRAWING INDEX GENERAL NOTES SHEET 1. TITLE SHEET 1. THE STANDARD SPECIFICATIONS FOR THIS PROJECT SHALL BE THE 2. CHANNEL PLAN AND PROFILE STANDARD SPECIFICATIONS ISSUED BY THE STATE OF CALIFORN.A 3. CHANNEL PLAN AND PROFILE DEPARTMENT OF TRANSPORTATION (CALTRANS), DATED JWLY 1984. 4. CHANNEL PLAN AND PROFILE ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM THERE- 5. CHANNEL PLAN AND PROFILE TO UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS. 6. CHANNEL PLAN AND PROFILE 7. CHANNEL PLAN AND PROFILE 2. SEE THE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION 8. CHANNEL PLAN AND PROFILE AND TRAFFIC CONTROL INFORMATION 9. STORM DRAIN PLAN AND PROFILE lo. STORM DRAIN PLAN AND PROFILE 3. SEE THE LIST OF STANDARD DRAWINGS UNDER "REFERENCES11 ON 11. STORM DRAIN PLAN AND, PROFILE THIS SHEET. THE STANDARD DRAWINGS ARE BOUND WITH THE 12. POMONA - RINCON ROAD IMPROVEMENTS SPECIAL PROVISIONS. 13. RAMONA AVENUE STREET IMPQQ VEMENTS � • . 14. DETAILS CHINO CREEK CHANNEL JUNCTION i 4. THESE PLANS DEPICT ALL ACTIVE UTILITIES KNOWN BY THE V • DISTRICT TO EXIST AT THE TIME OF DESIGN, EXCEPT PRIVATE 15. DETAILS ROUTE 71 CULVERT 16. DETAILS RAMONA AVE CULVERT MERR/L l ' + ( SERVICE LINES. THE CONTRACTOR SHALL CONFIRM THE LOCATIONS 17. DETAILS MOBIL HOME PARK - CULVERT AND ACCESS ROAD RAMP DETAILS • • 627 Chino AND DEPTHS PRIOR TO COMMENCING CONSTRUCTION IN THEIR + ••""••:'•": t. Sewage Disposal • VICINITY. WHERE RELOCATION OF EXISTING UTILITIES IS 18. STEEL SCHEDULE • • • .... . + • • LOS SERRANOS � )I- ' REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL COORD- 19. TRAFFIC CONTROL SIGNING FOR LOCAL ROAD CLOSURES ; ' :: .. � � o.: 1 20. ROUTE 71 CULVERT CONSTRUCTION AREA STAGE I DETOUR i f J •� ; o (�• LAKE CHANNEL INATE HIS ACTIVITIES WITH THOSE OF THE OWNER AS DIRECTED 21. ROUTE 71 CULVERT CONSTRUCTION AREA STAGE I I DETOUR I • : Z ; o •� _ SC}•1EDULE IIL '' ���° BY THE ENGINEER. 22. DETOUR ROADWAY PLAN STAGE II • . j i ; o co 23. ROUTE 71 UTILITY CROSSINGS MISCELLANEOUS DETAILS. :4::�� X2 Po,V �' ` � s 5. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS OR SPECIFIED -- �--� • �� OTHERWISE IN THE SPECIAL PROVISIONS THE CONTRACTOR SHALL 24. EXCAVATION AND BACKFTLL - PAY LIMITS - HEEL DRAIN - MISC DETAILS • •� • " go W =• = ••• ' PROTECT IN PLACE ALL UNDERGROUND AND OVERHEAD UTILITIES, i 1� 25. BORING LOGS • �• °'•••. �� ND PROJ` CT , • FENCES, SIGNS AND ALL OTHER EXISTING IMPROVEMENTS. • ••000 40 c t` 172+34.26 = \ ' 2G. RIGHT 8F WAY ACID ALtG�SMEl,1T CokiTROL l•` � 0 � • • •••:0 + (� �/ LAKE `� 6. CONCRETE FOR RECTANGULAR CHANNELS SHALL HAVE A 28-DAY + *0 3 S �1�'�LOSSEVeA► OS __< = _�:_ __� ; STRENGTH OF 400o PSI. ALL OTHER CONCRETE SHALL BE • • 0 ( ��.,.� y'4= t BEGIN PROJECT CLASS"A" CONCRETE HAVING A 28-DAY STRENGTH OF 3250 PSI, •• +Q 2 < S r/• ••. •••.• := J °,! it • 1 1! �_� .., 105+35.64 UNLESS OTHERWISE NOTED OR SPECIFIED. •'? \ _••_ . /" "• SCHEDULE Ill i 7. REINFORCEMENT STEEL SHALL BE GRADE 60 AND SHALL CONFORM :9f � '••.....• �L� �ANos yLvo \ fl State t�r� v� Z �.•:� MOL�ro •• `� � SCHEDULE j Fish, t � TO THE REQUIREMENTS OF ASTM-A-615. t- °Lvo. g�`f' • ' e. CLEAR COVERAGE OF REINFORCEMENT STEEL SHALL BE MEASURED NAG .•o..••• ; •. - •ti 1 LOS SERRANOS BETWEEN THE SURFACE OF THE CONCRETE � THE SURFACE OF ROAD STORM DRAIN THE STEEL AND SHALL BE A MINIMUM OF 2" WHERE CONCRETE � Lh •, LtJOO . i .AVt • ; • O • • • :...o o• •w..ouo •..+..o • I Ow �•••• •• • •• OS Serrano IS POURED AGAINST FORMS UNLESS NOTED OTHERWISE, AND A � w+� j (SCHEDULE IY GIRD ;1 ►� ��4 �• • •• MINIMUM OF 3" WHERE CONCRETE IS POURED AGAINST EARTH, 2 As mesa seesp1 •" "o • i�0••• �� • • .• • • • �••. s , < s�'\9t e+° .•••��`• • b�F i TOLERANCE FOR CLEAR COVERAGE SHALL BE NOT GREATER THAN r• `/ oc•• • O •• • O 1 Z 'N Pv • • J` • 1 �} • 1/4�� ry •.• • t I VfiTA ••• • : • r • • • • •: • • • I J + •'• • ' G S : • • A •' • 9. ALL STEEL EXPOSED TO THE ATMOSPHERE SHALL BE GALVANIZED Y ,►� ••"` •' ..r o Los Serranos �^ • ' ' • '�` •• IN CONFORMANCE WITH SECTION 75-1.05OF THE STANDARD SPECIFIC- • ° Country Club • ' • ' �'` °' �' • �I 4 ■ •••�1 • ++.. .• ; �� ; ; c� •.• A. • •° CATIONS. aft • + . + . A O • 7 LO Mtnanoe �.. •We 10. LINES AND GRADES WILL BE SET BY THE ENGINEER IN CONFO RMANCE !' I' Sch 2 _ • ; • : ; ; : • ' • !� : WITH SECTION 5 CONTROL OF WORK OF THE STANDARD SPECIFI- ,r �i, • • _ •. . • l�8 '1 CATIONS. 1 GL � 0- �� W CQuNTRy r� R11FERENCES BASIS OF BEARINGS: THE BEARINGS ARE BASED ON THE CENTERLINE OF RAMONA AVE BETWEEN MERRILL AVE AND BIRD FARM ROAD TAKEN AS S 0°22'31 W PER PARCEL MAP NO. 8833 PER MB 93 PP 28-30 FIELD BOOK: ASSOCIATED ENGINEERS JOB 83-58 (1 OF 1) STANDARD DRAWINGS: CALTRANS STANDARD PLANS JULY 1984 L.A.C.F.C.D. STANDARD PLANS MARCH 1979 S.B.C. STANDARD PLANS DEC. 1984 S.B.C. SPECIAL DISTRICTS DIVISION 1972 STANDARD DRAWINGS ARE BOUND WITH THE SPECIAL PROVISIONS INCH MARK: SAN BERNARDINO COUNTY BENCHMARK 74-3-1 (1980) SAN BERNARDINO COUNTY BRASS DISK IN CONCRETE POST, NORTHWEST CORNER OF BIRD FARM ROAD AND RAMONA AVE. ELEVATION 638.488' RIGHT OF WAY MAPS: VICINITY MAP NOT TO SCALE THE PROJECT WILL BE BID IN 4 SCHEDULES AS SHOWN REVIEWED BY: G 8 j CHINO VALLEY. REGI NAL MANAGER DATE RECOMMENDED BY,: DISTRICT ENGINEER,C SA 70 CH R.C.E. 11900 a/zI/S5 DATE s N BS / LOWRY ENGINEERS * PLANNERS RECORD DRAWINGS Information Obtained From Client's Records NBS/L Records Contractor's Records` By «, Date ' ' JAMES E. KINDIG, R.C.E. 10D627 ILOUF.M/U40 LWMIIf,iNECZINPAP LOUTW- N!IUFE¢ rLIT E � 1-tb. I`IbO I A5 5HUWN I 4 - `24-2 1 5 R (__ `7 , fi