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HomeMy WebLinkAbout916I • 1 r • 1 r r r • 1 1 1 � • • I r 1 r • 1 1 � r , 1 • j ; 1 ; + } ? f 4 ? i ; ! SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR } k 1 1 t 1 1 1 1 1 t *, t ? i 1 ab } } _1 } t CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ! ! ! I t1 i i i 1 i 1 1- I- i_ FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO - 1 : T a :. : I JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE - t t + + + + t PIVD.- 315-23 S. t t S MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ? 1 j HOURSINDEMNIFY AND HOLD THE ' : : ♦ ♦ 1 1 : i . t - _ _ i ♦ J ♦ - I • V + J'• � T , • ♦ t t ♦ + 1 , - 1 -} ♦ ♦ t ♦ _ - � _. � / / 1 a %'�- p=' n10 Q: t 1 1 j OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND THAT THE CONTRACTOR SHALL DEFEND i ! t I P;I�G• - 3G1.11; `I W3 m �9 h. i i ! ! j j 1 j j OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS t t t + t t t + } �. -.� t + ifj m - t 1 t + 1-+ + PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 8 0 n� K\s + �9 Q j 1 j t I ! j I j OF THE OWNER OR THE ENGINEER. 3 I Om : 1 fi i i i i f t IC3'mch '� `� I - 1 ER n ♦ i 1 f PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �i 0 OF M601A �i CVR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR �� 131 t + + t TURES 1 W . 4 tO 1 V m 1 j { 1 j { STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF t t l G'RA 4t � T I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE i 1 i f + �• } �/ : .� 5ECT1 41%1 1 } t } NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE 1 ! ! t ! h1N. rttq• ��L= 5.G1�� i ! i CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO - R A PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES h itl V 4 4 �f .O t + } I t NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION ;W IN OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 1.0e 1W IN \ r, 9j Provided for your convenience are the following: /� : h: i > �? W _r4o)a � le2 ! A. San Gabriel Valley Municipal Water District �l� 1 1 1 j + ! + ! t Mr. Bob Stallings (213) 969-2718 d1 „ 1 : i : : 1 : 1 ♦ : 1 t for Base Line Road construction i l 1 �1, p : i 1 i i i 1 i 1 i 1��5 �; O'� \ ` �. 1 +�� t ? B. General Telephone (800) 422-4132 t' � for underground service LI' , , LJI(p'�o �.� ESIRA 6E. �l ♦ C. Southern California Gas Company (714) 529-2889 '� i=�l. L�3L�� . m ,� I, -OF ECTION LII�JE G Dr G. y I i i 2191 E. Birch Street (714) 529-7070 P . Brea, CA 92621 Oglaj� 1♦ y //Z •b` ? ? ? ? i 1 j t D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road ►: V ?-,4 ,�: EXIST' C.M.A. Rancho Cucamonga, CA 91730 r�j�3�✓1 fii ; 1 { i E. Metropolitan Water District (714) 593-7474 �'� P Opd.SFD :C.:/vl..A• lm i LosP .0 54153 5 f + t i + Angeles, Ca 900 4 ♦ In /� $ ( 714 ) 4 F. Pacific Telephone Company 999-5639 t 10 w� Ali i i ♦+I i 1 i i 1 i i i 1305 y : 16-1 - a } m 4. EXIST♦ / 7O' P io)e Z t _ m m: t°R m � 1. PROFILE ! ; i ('U'TIJRE) '° L= 4.94L 4) ` `=' ' ' b m h #40R♦ 1": 40 /, j 85 o.G VERT Ir=d• } 1 t i 157 5$ i59 I�oO I �o l �1 RAW `C 55' /0/1 .94' 23` 24 TO 36' 8' Tb /6' .SCALE /"'= 40' V J li O 40' 7' 47'ro 59' W N & V INZ 23' cp I!o' 20' 4 r EX /ST CHANNEL io, foal %) N A 1;I f + + L _ p y, FU77! E CURB u, to ♦ uT R u 2 U CTyP) U �? FUTUREL't7NC. 5/DEI�t4LK _ it F E w 7 11 V I� e 2a R L T �A 18' 11' 42" Ipp' 31.-7!0' 16.01' 14.07' 13' 5D' 12. 35' (0.21 �rC, 90' 10'26' 35' 55.08' 55.11' CJ tW /00 IN 7� - /0 p/QORPSED PA 1/EME/VT A.C. BFRM 4- _J_ EX/57 GRADE EXi57" PYMrr SECT/O/V A -A N. TS. T 1 jg. FUTURE MED• • 00 L J 0' S _Lr EP " I.ot +- \ FUTURE C G 15'AIIPE ORA/NAGE EASEMENT Tb THE C/7 -y OF RAAIC'HO CUCAMOAIUA PER /NS'T. NO. CAUTION HIGH PRESSURE GAS MAIN. CONTACT THE SOUTHERN CALIF. GAS CO. (714-529-2889 OR 714-529-7070) AT LEAST 48 HRS. PRIOR TO START OF EXCAVATION OF ANY KIND IN THIS AREA. �d9 N -� 1 �- N 00' Oros 08" W \ti. �` I alse_t1�I ?l�� � � yeti €1315•la I�I A �i a o s NA • d ESE OF cst?TE/2 OA. C. ,BERM OP3XA1A-14Y CURB FACE 7, I I BACK OF WALK 1• . } DET } /L vA " A/7-6. _1r_ -IEX/ST. MED. � /0 �i AEA OF OVE?EGY�E t 2 /1.27 T.c. h 6 G w W JI 5 . . c- - Q - U - t StEE GL�TA/L % �m m � �e �CT\ �IS) 3 57 QO IJ/0/.3 ' � ENI-94RFkG4CK AT PZCe •, I BB0�OARYC5EE GRAD/ISG 10,000 S.F. 6A5E L//VE RO THEME PARK PER /MP. PI -AIV No. 95350 © 05E LhNIPSGArF PLAN POR 3I,PENALI'K COA19 T S 6 , U W T�_ CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. //90 5 F. 2 a 8" CURB AND 24" GUTTER PER CITY STD. DWG. NO. 303. A L.F Uto CJ tW /00 IN (A-)- 11! m44 to W N k (Tj}-INSTALL/RELOCATE ++ mil +� TO END OF NEW EXTENSION. _ / EA• o s NA • d ESE OF cst?TE/2 OA. C. ,BERM OP3XA1A-14Y CURB FACE 7, I I BACK OF WALK 1• . } DET } /L vA " A/7-6. _1r_ -IEX/ST. MED. � /0 �i AEA OF OVE?EGY�E t 2 /1.27 T.c. h 6 G w W JI 5 . . c- - Q - U - t StEE GL�TA/L % �m m � �e �CT\ �IS) 3 57 QO IJ/0/.3 ' � ENI-94RFkG4CK AT PZCe •, I BB0�OARYC5EE GRAD/ISG 10,000 S.F. 6A5E L//VE RO THEME PARK PER /MP. PI -AIV No. 95350 © 05E LhNIPSGArF PLAN POR 3I,PENALI'K COA19 T S 6 , W �J__� �SEG'T/ON L/lVE r 50[/TH 00c/NO LANE � MEDiAn! EX/� M D/AN CURB f ¢` 410RT q ,B1aUN0 L,4A1E W G W HAVEN AVENUE IMPROVEMENT W J ? J FUTURE IMPROVEMENTS TYPICAL SECTION N.T. S. STA., 157+00.00 TO 158+94.89 HAVEN AVENUE TI -9 R =70 - /56' FUTURE A. C. RW 1- - 55' _• _ /011 1 106' 34' E'¢O0 4' 7' 00' EXISTING CHANNEL 20' m , ' (2.07:) n Ai (l.09:J 34� Z I: FUTURE L J 0 W O' /MpRoVE,MENTS W ? m z FUTURE iN U o Q /MPROVEMENT NIA 2 cN0/CATESF T RE.T9US roo.o� - TYPICAL SECTION N.T.S. STA. 158+94.89 TO 159+74.45 HAVEN AVENUE TI -9 8 BENCH MARK: NOTICE BENCH MARK NO. 96-B CONTRACTOR SHALL VERIFY ALL AT THE NWC OF HAVEN AVE. & CONDITIONS AND DIMENSIONS 19TH ST., 44 FT. W. It HAVEN AND SHALL REPORT ALL DIS- & 83 FT. N. t 19TH ST., SET CREPANCIES TO THE ENGINEER DRIVE PIN w/C.S. TAG IN TOP PRIOR TO THE COMMENCEMENT AT THE E. END OF A HEAD WALL OF WORK. FOR 3-24" CMP--ELEV. 1430.686 GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and Specifications. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, com- pacting original ground and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 9. Prior to installation of any pavinga materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: .Sieve analysis and sand equivalent of aggregate base. 10. Paving shall be performed in accordance with R -Value and Pavement tests taken to determine structural sections (prior to final plan approval) 11. When improvements are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15. City `approval of plans does not relieve the developer from responsibility for.the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. Contact all Utility Companies as renuired, 48 -_hours prior _to excavation. 01VEwALK rO 9;E C-ON50V0T5P f0 _ LANV 5GAPE 1'LAN 4 -17-M "A5-BU/Lr" LOCA RON of CM.AP 4/8/85 DESCRIPTION cf REVISION GATE APPROVE CITY of RANCHO CUCAMONGA THEME PARK FOR TERRA VISTA HAVEN AVENUE' AT S.E. CORNER OF HAVEN AVE. & BASELINE RD. APPROVED 6Y DATE GTY ENGINEE RCE. No 23889 DESIGN M90OLE AND ASSOCIATES, INC. RECOMMENDED SB OF SAN BERNARDINO COUNTY oc�l CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545 N. Mountain Ave., Sulte 105 58 UPLAND CALIFORNIA 91786 % OF PHONE' (7 4) X146 -2949 CHECKED- RCE No �'¢ OR AWING N0. GN DAVE'- o S FILE Nom_ - 6)Iro CONSTRUCTION MOTES # QUANTITMS R-70 T�_ CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. //90 5 F. 2 CONST. 8" CURB AND 24" GUTTER PER CITY STD. DWG. NO. 303. 80 L.F CONST. 8" A.C. BERM PER CITY STD. DWG. NO. 313. /00 1. F. (A-)- INSTALL 42"X29" C.M.A.P. EXTENSION._ 93 L.F. (Tj}-INSTALL/RELOCATE FLARED END SECTION FROM EXISTING C.M. A.P. TO END OF NEW EXTENSION. _ / EA• GRADE FLOW LINE AT 1. 0% MIN. TO JOIN EXIST. FLOW LINE. /ZD 4F 8 CONST. CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. SIDEWALK PER CITY STD. DWG. NO. 310 & 311. / 1620 $•F �-- CONST. PARKWAY CULVERT PER CITY STD. DWG. NO. 507. ID CONST. A.C. PAVEMENT OVERLAY WITH FEATHERED EDGE. 1550 .5 F. 1 SAW CUT SMOOTH STRAIGHT EDGE. /50 L•F. 8 BENCH MARK: NOTICE BENCH MARK NO. 96-B CONTRACTOR SHALL VERIFY ALL AT THE NWC OF HAVEN AVE. & CONDITIONS AND DIMENSIONS 19TH ST., 44 FT. W. It HAVEN AND SHALL REPORT ALL DIS- & 83 FT. N. t 19TH ST., SET CREPANCIES TO THE ENGINEER DRIVE PIN w/C.S. TAG IN TOP PRIOR TO THE COMMENCEMENT AT THE E. END OF A HEAD WALL OF WORK. FOR 3-24" CMP--ELEV. 1430.686 GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and Specifications. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, com- pacting original ground and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 9. Prior to installation of any pavinga materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: .Sieve analysis and sand equivalent of aggregate base. 10. Paving shall be performed in accordance with R -Value and Pavement tests taken to determine structural sections (prior to final plan approval) 11. When improvements are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15. City `approval of plans does not relieve the developer from responsibility for.the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. Contact all Utility Companies as renuired, 48 -_hours prior _to excavation. 01VEwALK rO 9;E C-ON50V0T5P f0 _ LANV 5GAPE 1'LAN 4 -17-M "A5-BU/Lr" LOCA RON of CM.AP 4/8/85 DESCRIPTION cf REVISION GATE APPROVE CITY of RANCHO CUCAMONGA THEME PARK FOR TERRA VISTA HAVEN AVENUE' AT S.E. CORNER OF HAVEN AVE. & BASELINE RD. APPROVED 6Y DATE GTY ENGINEE RCE. No 23889 DESIGN M90OLE AND ASSOCIATES, INC. RECOMMENDED SB OF SAN BERNARDINO COUNTY oc�l CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545 N. Mountain Ave., Sulte 105 58 UPLAND CALIFORNIA 91786 % OF PHONE' (7 4) X146 -2949 CHECKED- RCE No �'¢ OR AWING N0. GN DAVE'- o S FILE Nom_ - 6)Iro