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HomeMy WebLinkAbout1103 BENCH MARK : GENERAL NOTES CONSTRUCTION NOTES ' QUANTITIES 1. All work shall be done in accordance with these plans, the City of BENCH MARK NO. 96-H Rancho Cucamonga Standards and the Standard Specifications for Public " AT THE NWC OF HAVEN AVE. i Works Construction - current edition. Contractor shall be familiar © ��T• 3 A.C. OVER 4 AGGREGATE SASE. 49, 944 P. 19TH ST. , 44 FT. W. r HAVEN with and shall be responsible for adherance to these Standards and Z 461 14r r« 8 3 FT. N. 19TH ST. , SET Specifications. •© CONST. 6 CURB WITH 34 GUTTER PER DETAIL ON SAT. N0. 1. , DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL 2. All pipelines or substructures of any kind, telephone or power poles, O CONST. 4' SIDEWALK PER CITY STO'S 310 i 311. rI, r/M S.r.` FOR 3-24" CMP--ELEV. 1430.686 water meters, valves, fire hydrants, etc. shown or not shown on these O CONST. SPANDREL i CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3' ) 6, 44B SF plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected O CONST. SPANDREL i CROSS GUTTER PER CITY STD. DWG. NO. 308 (7'WIDE in place as required at no cost to the City of Rancho Cucamonga. X=4' X-2=3 ' ) SEE PLAN i MODIFIED. /, Z/* 3. Any contractor performing work on this project shall familiarise him- O CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. /0 E�4 • self with the site and shall be solely responsible for anv damage to existing facilities resulting directly or indirectly from his opera- O CONST. P.C.C. DRIVE APPROACH PER CITY STD DWG. NO. 305 (W=16 ' , tions, whether or not such facilities are shown on these plans. 1 X=3" , UNLESS OTHERWISE NOTED ON PLAN. Of)( 7; a•r s 4712 0.1` 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering INSTALL STREET SIGN PER CITY STD. DWG. 140. 401. 6 EA - Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. ® INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. 14 E.4 5. All grade stakes shall be set by the Contractor or Engineer. Paving ® INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. (NY MEMO) /5 EA. • 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 Q INSTALL STREET LIGHTS, 9500 LUM.(P' ME") t EA . intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. SAWCUT i REMOVE EXIST. V CURB i 48" GUTTER. tG2 L•f 6. All sewer, water, electric, gas, phone or other utility laterals, ® SAW CUT i REMOVE EXIST. A.C. PAVEMENT. 974 Ota mains, or crossings shall be constructed prior to paving. © CONST. 4" A.C. OVER 4" AGGREGATE BASE. '!74 01-Pr 7. Compaction tests of embankment construction. trench backfill. com- pacting original ground and all sub-Rrades. 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. © COVVr CA1 M r� VAN/A01-ff MWeNT Cl" 4 4d"&MMA PM WMtL M JWr Alar/ l/0 L.r. S. At the completion of paving, a materials report shall be submitted to © mNgr• *ArcH lfAsny Net 3 PTR GIry vrA. row& No 5014 (' •r, PLAN m w V) the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving c or LOCAL r `me"/aN moo #r, M1C Gln' 01V AW6. N° 518 40a 5�F 9. Prior to installaticn of any paving. a 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 Pavers-nt tests ~ �'P/vE • taken to determine structural sections (prior to final plan approval) SEE .S.'4/EE'T 4 OF 4 F4iQ STORM �'` D*,4/-V tJ41.4/17-/T/E3' Q' 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 nativo material. ' W 12. If the asphalt concrete is to be placed on sub-grade, a sails sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly W �I applied at the manufacturer's recommended rate for the full pavement width prior to paving. J 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 1 in the estimate of quantities shall be considered as included in the other items of work. I ' I - A if 1 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. s -+- ,./ 1ERR-4 V/STA P.4RKW.4Y 15. City approval of plans does not relieve the developer from responsibility Q ; - EX/9T R.co SEl for the correction of error and omission discovered during construction. -J -- ---A-- 1- f/ Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. ` � INDEX MAP _ 16. Work site and exterior streets shall be in a neat, clean, hazard free, .�ft orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 4�'R T!/E F/N•!L Oe--MV 4CE L -5r Gt-.�.lL T L71*r'� �*PW,,4Y AWffA' "1'-q,", L/ICT.E /�♦ � ~ �� 17. &A. 2FO ALL OF/L/T/E5 4*0 UT/L/TY L,�7F.-PAL 3 N 1,r11//V Tf/E ofW,0 W0Y N•IW ,BEEN /N6T.9LL EO ALL AA/-?/TE 1,,W, O ME.t/T,? LOMPLETEO .4&,0 .4LL UV.ICC -,&7X tE A/.Pf�Wi/Y.4N0.QQ40fR4Y/�1�X11!/Eir1E�t/T✓ ARE RE/10!/EO,4A1z7 L•'AG'EO ,IT 771-4- 18. ffE RAW ta; lam' � •• • •" � O/REST/GW O� Tfi�E C/T}� Et/G/N.EEiQ. I iM I � • 18. Contact all Utility Companies as required, 48 hours prior to , ' r` /a` 1pgC3 79�"A8tea " , excavation. Provided for your convenience are the following: I u-t. au. 4• s' A. San Gabriel Valley Municipal Hater District �I A Ij ONTO e' YAMIANX HX16HT CLIV 46"&ffMZ Mr. Bob Stallings (213) 969 * -2718 I . for Base Line Road construction ! - 11. General Telephone (800) 422-4132 l for underground service 46' STREET C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 TYPICAL SECTION jvvmre` '"`IA7` '`'* D. Cucamonga County Water District (714) 987-2591 N %41 San Bernardino Road Rancho Cucamonga, CA 91730 L4' E. Metropolitan water District (714) 593-7474 TC.EAwrv. P.O. Box 54153 iR Los Angeles, CA 90054 DESCRIPTION of REVISION yic ,t I PATE APPROVE F. Pacific Telephone Company (714) 999-5639 7'aPAc'T b),alp CITY of RANCHO CUCAMONGA i �•i:.r OTE: ON ALL //VTER/OR .5'TiPEET✓�', K/f/ERE Ti�/E ✓�/DEK/,4L.(' /✓�' AUJ�4CENT TO cs�►T� v yk'K '"' Caf,&, THE /N-Ar"ZL.4 770.,1/ Off' 6T•PEET L/G�VTS', �1A/LBOXES, !s'TiPEET ,•. fi-"V , NOTICE S/6�VS, K%4TER MET��P.S .4,VO le7eF /VYCq,4 731 .S'y.4L L ,BE LOCA TE'O � � ;!a ' � ` M CONTRACTOR SHALL VERIFY ALL 6Ey/A/D TiS/E ✓�'/OEGI�ALk'. V' s T A A C T NOe13192 - CONDITIONS AND DIMENSIONS � • i.0 AND SHALL REPORT ALL DIS- L �� • , =s� L STREET IMPROVEMENT PLAN CREPANCIES TO THE ENGINEER r t ow PRIOR TO THE. COMMENCEMENT �C• �¢"CUTTE'�_ ,y��,�,�rN�� 100 F WORK. D A/L�,��„o�`i�rrc) CAtGW TITLE SHEET _ . PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SACIAL MOTE FROM PRIVATE ENGINEER TO CONTRACTOR 7�� APPROVED 8Y _ ATE :X/A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY OFESs� G T Y E N GINE ER - RCE N 3, STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- DESIGN RE COMM E DED AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- �� '�SV�I.TON W ASSOCIATES, INC. NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING g � �p� KEY MAP RAM OF SAN BERNARDINO COUNTY A CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE w 45 Na 1�9 8'/1��+ �^ CONSULTING CIVIL ENGINEERING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL ac '� 20 DRAWN ANDLANDPU► Suits SHEET - - 645 N.Mountain Ave.,Suits 105 i ewp /X0 'OrA� NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ♦t * AJ W UPLRND CALIFORNtA917Be OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ./} C/yrl�. PHON�(7 4) -146-2-149 �F OF THE OWNER OR THE ENGINEER. '�' CHECKED RCE. No �'¢� DRAWING NO. of Cit. 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