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HomeMy WebLinkAboutRc St Improve Plans 796/16 Thru 798/3 796/16 797/1 798/1 798/2 798/3��� � �. � �� _ k r / 30 X REDUCED PANS 0 1 25 II A'titdiI111iitIllY11I11 f V 'INCHES ON ORIGINAL PLAN _ B _�ACKMA, 2 < z3�, �Ev. �54k.09, ❑TOP of Q a oP of F-,Kxb-C. NoQ-c- -% ca. p0 0 N GENERAL NOTES tr-o3� 'All work shall be done in accordance with these plans, the•Q., p of Rancho Cucamonga Standards and the Standard Specifications for Public. { : -- _. — EXIST. A.G, ,�T Z. Works Construction -current edition. Contractor shall 6e familiar with and shall be responsible for adherence to these Standards and Specifications. P f1101CQ Q� Any contractor performing work on this project shall familiarize him N self with the site and shall be solely responsible for any damage to T� ?1' l7 existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. Q� - _- 7 All grade stakes shall be sit by the Contractor or Engineer. Paving �. n� stakes shall b set at all hinge points, edge of pavement point's, 4T /V py� t�j3rj within 0.01 Foot of sub -grade elevation and at not, more than 50 feat 7L �►J (D'" C4 �17` j intervals. �538 y Compaction tests of embankment construction', trench backfill, com patting original ground and all sub -grades shall be performed at no - SOP OF SC2LCURB cast to the City of Rancho Cucamonga.. A written report with these compaction tests shall be submitted to the City Engineer for approval ^�� N -�� O prior to the placement of base materials and/or surfacin • PG PURE Gam__ o m Qi ryJ�' C9 _-6- At the completion of paving, a materials report shall be'submitted to the City Engineer. Lising all tests or determinations completed to 4 verify stability oil content, and Gradation of asphalt Paving Prior to installation of an a __ _E)<IST._GROLND' 33 S/O 5T. � � •�.—. _ y paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinatiops 1535 U completed to verify: R-Value,Si sieve analysis and sand equivalent ivalent of , 1535 ` lU i1 U aggregate base. r ' So"c 1 U � (� 0 Z 0, L9 IN I • U = City approval of plans does not relieve the developer from responsibility O • t1 l9 �2 for the correction of error and omission discovered during construction.- 0 co r Upon request the required plan revisions shall be promptly submitted to U 7 the City Engineer for approval. of 0 k, co U dj Q di =QG Work site and exterior streets shall be in a neat, clean, hazard free, W 4-2 � � rr^ a' In P�ZOFIL�SZF\�`E orderly state, throughout construction. Site shall be cleaned upon � request of the inspector. m 4 S T Uj I Q L 33, 33 1.1 0 1 1 V22' Z2. iS` W Q I Uj V1 C1 t`S\TY MAP NO SCALE SOUTHERN CALIFORNIA BLUEPRINT CO. SGALE _ 1` = 40 O W 4CID 4 4 05, , 4, ,g VARIES 1 _ EDGE Off.-X.1� A.G. QI E OVE EX.ID ' 1-1NE jpET ------ — — m N 5- r_.REMOVC ran N EX. C. G• 101t1 3 1AIGHLAND NVE.- EX ,GINS-c s�oE�r - .021 �..C. CDI:IST.3"/�..C.. PER. STC0.1J0.3�\ __ -- — ovER0.45/�B• (Dove C;^p•S. EX'S:ST Q•G.CB.-rA l_ �— if N — I QGU c co V"I Pe SSD-ZSO: 4 303 - 1 � � \ O GONSTP,uGT D2IVEWA/ W = I� TYFI CALL SECTIOIS: .o\ss- sLOPEG s�a.4� e9:9 Q tilC3H AMID AVE. Ok9 - SLOPS@STP.8�50.0 NOT TOLn ae SCALE CON1:0TRUCT\0\-A NOTES zU my m 3' Q ®GOt.1ST. P,.C.C6. x W 61S \0 Oo RCMOVE EX �.G,GB. PER S'CL7,tvo•3�3 J GOKSTRUCT 8' CURS Y CyU CTE:rZ PER 5?D• No 303 O J �' ��j _ j p Nl ~� I ��Z�-- CONSTRUCT 3` PSt=�-IP\-T CONCRETE_ Ott G° AEA. � Q m W ��j W � ,1 Z� L9 �i{� 1 I - CONSTRUGT SIDEWALK N � Y Z a-LI l� �3 OU +. \ ?., i ONSTRL}GT BEP.M � � q`U � � Ot' -CITY OF RA1vC�O' CUCAIvpONC1 4 1�—RE.N\ovE Ex�ST. eFRM Q F `"O +' `�j AND PROFILE 1- 0 i il'U Q ut tPY'� c:ot1ST. 3"111,C, O _ „GONSTtZUGT DiZIV�vJA�/ � P' z OVER �" Ape. %-� � G 1—I L AN Q ��! ENUE +89.89 TO STA.5-50.0 o SEC'T�ON A -A t�10 SCALE ., APPROVER 8Y CITY ENGI\,,MtR DES1GtU SiENTO�I A.�AUC1-i RC-COM6 Revls�� 5-10-S3 Dt��v>=WAY coNsTt�uCTioN S.A.�AIZUC�\ 2624MI01"11CK.�i�L.t DR. �� X � It€ n1aNAL (, - - �• a� DRAW t�1 ILMSCZ.� CA.�ISO� �K �-282:\19� t O Ra u 9ai3 R G E NO Z\3 ORA�lV _C\-1E�KED -�AF3ARl1GI1 DACE 2:1� 83_11E.N0._._ �J I r I REDUCED PLANS 0 L 3 INCHES ON ORIGINAL PLAN I , 7 4 GENERAL NOTES plans, nga with s PublcWorks Constructof ion,ocut-rent 1 Standardssandlthe'StandardaScecaficat ons for4nce Contractor shall be familiar wit and shall be responsible for adherence edition. to these Standards and Specifications.. . 2. All pipelines or substructures of any kind, telephone or power poles, water mete'r!, etc. or not shown on these plans within the right-o•fr valves, fire hydrants, shown way limits or in adjacent areas where improvement work is to be done shall be re -- at no cost to the City of Zanoho moved, relocated or protected in place as required Cucamon^a. • LIABILITY FOR UNDERGROUND UTILITIES 3. Any contractor performing work on this project shall tfamilia izefhimlelf.with the esult ng responsible for any damage ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW WHILE DUE CARE WAS TAKEN IN PREPARATION OFTHIS site and shall be solely of such facilities are shown directly or indirectly from his operations, whether or n OF AVAILABLE RECORD DATA. INFORMATION, THE ENGINEER CANNOT AND,DOES NOT GUARANTEE THE ACCURACY, NOR on these plans, THE COMPLETENESS OF THE INFORMATION. 4. A permit shall be obtained from the or construction withinhCityeof Rancho9Cucamongoeasementt IT SHALL BE THE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR TO DETERMINE OF SUCH UTILITIES AND TO PROTECT THEM IN prior to any encroachment or right -any. en. THE EXISTENCE OR NON-EXISTENCE PLACE. THE REPRESENTA7?VES OF THE VARIOUS UTILITY COMPANIES WILL COOPERATE stakes shall be set by the Contractor or Engineer, Paving stakes shall be 5. All grade 0.01 foot of subgrade eleva- WITH THE CONTRACTOR IN LOCATING EXISTING UTILITIES. set at all hinge points, edge of pavement points within 'on and at not more than 50-foot intervals. Additional paving stakes may be re- IN THE EVENT UNKNOWN UTILITIES OR STRUCTURES ARE FOUND, OR KNOWN FACILITIES CONSTRUCTION AT'UNEXPECTED ELEVATIONS OR LOCATIONS, THE qu'ired by City Engineer as needed at warped or verticel curve areas. ARE FOUND DURING ENGINEER IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. 6. All sewer, water, electric-, gas, phone or other utility laterals, mains, or crossings shall be constructed prticr to paving. SAFETY RESPONSIBILITY 7. Compaction tests of embankment construction, trench stctonthll e Citcomy Cucamonga. bgra shall be performed at to co CONTRACTOR AGREES THAT HE SHALL. ASSUNE SOLE AND COMPinal LETE RESPONSIBILITY FOR THE COURSE OF CONSTRUCTION OF THIS PROJECT, ground and all subgrades these compaction tests shall be submittedtoe City Engineer A ground an report to the placement of base materials an _surfacing.INCLUDING JOB SITE CONDITIONS DARING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE. ff> approval prior is report shall be submitted to the City Engi- P be APPLY CONTINUOUSLY AND CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARM- OR ALLEGED, IN CONNECTION WITH THE ^ At the completion of paving, a materials to stability, oil content G, Ater listing all tests or determinations completed Y all LESS FROM ANY AND ALL LIABILITY, REAL PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM and gradation asphalt paw^, THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 9. Prior to installation of any paving, -a materials report shall be submitted to the tests or determinations completed to verify R-value, sieve City Engineer listing all analysis and sand equivalent of aggregate base. 10: Then improvements are to be placed on native soil which consists of a rocky material, the subgrade shall be prepared by removiny all rocks which protrude above the sub - fine grade material of a Co vv—/2L/cT/O/v mo %E+S Q grade and all voids or depressions shall be filled with a better than the native material. CONSTRUCT 3"A.C./4" A.B. 4.af q Co S.F. • quality 11. If the asphalt concrete is to be placed on subgrade, a soils sterilant registered by P.C,C. shall be uniformly applied at the manufac- O �C. CAP (FEATHER TO JOIN) O.lO MIN. CONSTRUCT A. 1 0�,40 0 S.F. the E.P.A. for use under A.C. and turer's recommended rate for the full pavement width prior to paving. i(2', `J $" CURB AND 24" GUTTER PER CITY OF RANCHO CUCPt•'IDNGA 620. L.F. 12. Estimate of quantities is provided by the Engineer only for the convenience qu the determination of construct on quanti- U3 ,CONSTRUCT v STD. DWG. No. 303 developer. The contractor shall make his own ties before submitting a bid. Any item of work required by these plans which dnot as includes includein O CONSTRUCT 4" THICK ,. 30 SIDEWALK PER CITY OF RANCHO CONSTRUCT 310 AND 311 4020 S.F. specifically listed in the estimate of quantitieshall be considered CUCAMONGA DWGS: the other it,ims of work. 5� CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. i 13. Street signs per City of Rancho Cucamonga Standard Nos. 401 and 402 shall be con- NO. 310 strutted at each intersection. I EA. responsibility 14. City approval of plans does not relieve the developer - from e discovered during RELOCATE O .RELOCATE EXISTING SIGN correction of error and omission required plan revisions shall be promptly submitted to the City Engineer for approval. O CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. 460 S.F. 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state throughout construction. Site shall be cleaned upon request of the inspector. DWG. No. 306 O9 REMOVE EXISTING TREE g EA. EA. (S-5BOOL 4 4-95000 16. Contact all utility companies as required 48 hours prior to excavation. is ,INSTALL STREET LIGHt PER CITY OF RANCHO CUCAMONGA STD. 7 L.F. 70 Provided for your c,nvenience are the following: 11 REMOVE EXISTING A.C. BERM A. San Gabriel Valley Municipal Water District Mr. Bob 'Stallings (213) 969-2718 for Base Line Road construction 13 SAWCUT AND REMOVE EXISTING A.C. @ RZ$'S• LUMP SUM L.S. B. General Telephone (800) 422-4132 for underground service 14 SAWCUT AND REMOVE EXIST. 61 CONCRETE X-GUTTER C. Southern California Gas •Company (714)" 529-2889 529-7070 CONSTRUCT MODIPIfiD UNDER SIDEWALK DRAIN PER CITY 15 f�F,RANCHO CUCAMONeA 15TD. NO.150'7 (W■ 1g %g' ) 29 L.F.. 2191 E. Birch Street (714) REMOVE EXIST[NG"NO DUMPIV4G SIGN AND DELIVER 2 E.A. Brea, CA 92621 TO TF1E CITE YAF?3. D. Cucamonga County Water District (714) 987-2591 Road CONSTRUCT UNDER •10EWALK DRAIN PE a CITY Oi• 11 sTD. No. ojo7- 29 L.F. 9641 San Bernardino Rancho: Cucamonga,. CA 91730 � R a,NCHo cuCAMONGA C0t4%-. C.d.W I PE�C1•rY Sso jj02, =PJc ..R6fA-4RLrPL PCC IlVf*-c.K *2 E, Metropolitan Water District (714) 593-7474 I® Cerl3t` 1?"i!c!'� ?Eoo� =^aCL• PcC EKcPSeME�'r L F. P.O. Box 54153 Los,Angeles, CA 90054 2 9 L Ir 82 L.F. 714 999-5639 F. Pacific Telephone Company ( ) G••y�vCy.ScH4a, T�tCL. RFG':.�C2EPc. P'cc arR\�IC, C4PRE 9RT1..L Ct4Rd nESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA rrMA7­H@2 Ov@IZ 0 TO F.�.TIfIRfiGTl01-1 Oc. -He C.4-ry u�wE• __• IL PLAN AND PROFILE FE RON BOULEVARD 68' ARGHIBALQ AVE. TO II - EAST OF REIu AVE. 1 tk Bxl IMPROVEMENTS 1 TRACT NO. 12090 DATE Z l8 -S _ --- —"�-_ 4 :r�r/ APPROVED BY CITY ENGINEE R.C.E: Na 23Es89 I I DESIGN ED /'\ REC,OMMEtr r Q�De s• r� 3 XISTING PAVEMENT ,eE,Nore ex, Pf2V/NG iv ryE FERON BLVD. -r. c - i\,./! c en �11ent � A� $ SHEET 0Ar16;P"AOT/ON Of TffE C/TY ENG/NEE2 TYPICAL SECTd� DRAWN G.►�Y CWR ENGOOkRS 7'.`. • 751.7373, i OF 160A PAttAANO.^& CASV,IE311,CA92626' DRAWING N0. CHECKED .. R.C.E NO. 01 7 % g T.s.-5' w• _DATE A2 C ZjV rL FILE No. * STA. 4+50 -- 6 +50 1 0 1 30 X REDUCED PANS 0 i 1- 3 �3, INCHE$ ON ORIGINAL PLAN hL la I j '+tom L I a 391 1re _ _ e 'F 1 t �.