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HomeMy WebLinkAbout1451 BASIS OF BEARING: BENCH MARK : THC CCNTI=RUNE of He"vi^w CH15. '-i: TOP MfM N`P'DRANT, GENERAL NOTES qGA ^v2h+ItllE , eE1Nb N 00029'oo" OrPosrre +k-ve>S(a MELt.i'tAw eve..CHO , AS SHOWN ON 'TFACT NO, "T2G3 0.35 M1LF-S SOVV OF 19TH 5-r- 1. All stork shall be done in accordance with these plans, the City ofnAN 6. rory 'T10N = 14-78.109 Rancho Cucamonga Standards and the Standard Specifications for Public M.b. 95 /7(i --17, CITY (DI Works Construction - current edition. Contractor shall be familiar CT�f dF RARCl10 CUCAI�IR d.M. 4► 35 with and shall be responsible for adherance to these Standards and CONSTRUCTION NOTES AND [QUANTITY ESTIMATES) Specifications._ PLANS aver STREET IMPROVEMENT 2. All pipelines or substructures of any kind, telephone or p poles, O CONSTRUCT IL AC DY water meters valves, fire h ht shown on these � ER 118, CSAss it, PER TYPICAL SECTION.• r hydrants, etc. sown or noown �C! CON51 nue r 0.10• &-c- OVERLAY PER TYPICAL SECTION OM SHEET 5- [34,200 s.F.] plans within the right-of-way limits or in adjacent areas where F O R (20,000 S.P.] improvement work is to be done shall be removed, relocated or protected O CONSTRUCT' VARIABLE THICKNESS At OPERLt1Y (0.13• - •.i!'). In place as required at no cost to the City of Rancho Cucamonga. 34 COLD PLANE txisTZRC PAVEMENT PER DETAIL. 3s ON SHEET S. [S,•oo S.F.) ( 47LU S.F.J t shall familiarize him- O COLD PLANE PER DETAIL 3 oN SHEET i AND PER TYPICAL sRc22bx performing work an this project NO . 1 3S CONSTRocT WRY IC1iP M" PER CrTY 111 o. 310. 1f EA] on SHEET 1. Escm S.F.] �. �,,, contractor pe g >� j TRACT self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- 36 INSTALL STREET WANT SIGN SET PER CI'lT STD. ROS. iOiA, soil 4 CONSTRUCT 3• Jit OVER s" 111, CLASS II, PER TYPICAL AND 402. [3 EA] 143,300 S.F.] tions, whether or not such facilities are shown on these plans. f� � RAI V INSTALL Ri STOP SIGN (30" LOCAL 36" CCiI.i.ECTOR), i=" SOLID s CONSTRUCT s•• Jit OVER 1piTIYE. 1200 S.F.) 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering ' , WHITE UNIT LINE AND •stop* LEGEND. 13 RAI Department prior to any encroachment or construction within City of (3,900CONSTRUCT � U3 Pr POC CURB AND GttLTEft PER Cr'R STD. SII'!. Rancho Cucamonga easement or right-of-way. 51 41 " i 4 10.7• 5.3' S.3' 10.7' 2' 1 O CONSTRUCT 4• NIDI STDENAIaC PER CITT STD- ?VS- (24,190 B.T.] f ..E.. j' O COit'STRUCt 5iDE1MALK TR11145iT Ibp1 1bt CiTf STD. St\. S. All grade stakes shall be set by the Contractor or Engineer. Paving t 4- ` � �` -'' - , 1"-:,r. ''•1'� � � . i'SOl[�C 11' t'�E71�1'H C I'l,SIDPL� Qi NOTED rrss [i"rr6°'is s.r�.]clrY STD-'303- tet* AND ••x•• stakes shall be set at all hinge points, edge of pavement points I 1 1 _V111kA WA-6 __ __ ++ ,� �r elevation and at not more than SO foot ' -• i T PROJECT T T 717 AAT. SPP M/6SACWAVAF AT6�4ZAp withiwithin 0.01 foot of sub-grade ale I , til " ,. Intervals. Additional paving stakes may be required by City Engineer _ , -•••- - O.tT O.�C • � ��� � �s � � �� �• 209- n LOCATION tli a elms "vAf SIA. O!49 O9 W 574 as needed at warped or vertical curve areas. ' I ,} 1 _ _ UNE _ �� (i,S7o S.F.] • _ �% y3 � -_- _ 2011?. 36 � cvNSTRocT UNDER aIDENALI( MAIN .AtTtaxSVA AMO1R a•xt'o [• R►) 5HE , electric as hone or other unlit laterals, . SEE DT NA R ALVEI x A 6. All sewer, , gas, p y -S , 1 1 � -�.:: 1© ADJUST NATER VALVE SOX AND CaVflt To GRADE. (�}EA) stains, or crossings shall be constructed prior to paving. ;w , ��• d i p 1® ADJUST MANHOLE FRAME AND CCNER 'No GRADE. [3 RAI • 313. iS L.7. Compaction tests of- embankment construction, trench backfill, com� , , _ T.I- 5 CONSTRUCT • A.C. BERM PER CITY STD [ l pacting original ground and all sub-grades shall be performed at no V �I�•�j i r 18AAC LORD DR. C31L8ERT PL. cost to the City of Rancho Cucamonga. A written report with these A ST �'• 0 1E g AL50 SEE SHEET S FOR T1RCAL. 14 REMOVE sxlSrzNc IMPROVEMENT. (TYPE SI1011N ON PLAN.) compaction tests shall be submitted to the City Engineer for approval ~••'~ ��• •�-••� ~"" MIGNONETTE STREET SECTION OF VIERLAY 1'DR WR OF l s PROTECT IN PLACE. n 1•+•••.+. .�... prior to the placement of base materials and/or surfacing. ' ` •K , • .• s" �" MOM - - M16NONETTE 5T. -0 RELOcATe Exls -L IMPROVEMEN1. (TYPE SHOWN ON PLAN.) TYPICAL SECTION S. At the completion of paving. a materials report shall be submitted to ��- . -�- --- �, �__ , E IX SEE LAlID5p►PE ARCH. PlI►1l5 FSR Q REMOVE EXISTING ROADWAY SECTION. (POTHOL.E INt25TIGATIONS the City Engineer. Lisinq all tests or determinations completed to I PAIMWAY IMP MEMIXTS REVEAL® AN EXISTING SECTION O! 3" AC/4" PCC/NATIVE.) [la,eoo S.F. ] verify stability oil content and Gradation of asphalt Paving ;. " T i... t tri ...e,.o..T S3' �• ,'. 11 Q REMOVE EXISTING PGC Ct7Rs. 11,100 L.P.) 9. Prior to installation of any r=aving. a materials report shall be i �' • . REMOVE INTERFERING EXISTING TREES, SHRUBS, STUMPS, submitter to the City Engineer. Listing all tests or determinations �' , " ' 4• i CAbEI MISCELLANEOUS ROCKS, CONCRETE, DEBRIS, ETC. LYING WITHIN cTS ompleted to verify: . sieve analysis and sand equivalent of R -^ * , r r" L - ,� + •• 1 ?• i1F -L N,J,Y NOTRIGHT FBEASHOWN ONY. ETNE PLANS. REG1iRDSTING NLES THE CONFERING TRACTOR d M aggregate base. S Il PRIVATE MMLL TER GQADii<G IS RESPONSIBLE FOR CLEARING THE ROADWAY R/W To ACCONMODATE i0' N ' � PLAN �157. /PROPOSER CROUR� ! E tY R/MI THE PROPOSED IMPROVEMENTS-) (ENTIRE JOB LIMITS) 10. Paving shall be performed in accordance with R-Valve and Pavement tests taken to determine structural sections (prior to final plan approval) VICINITY MAP -, a� oalc = VARIES ' t CASE i 1344M.Ti TO 1(rt38.62 20 CONSTRUCT BARRICADE AND05. M"M" END OP STREET PAVEMENT PER - � � ��• Fs- �. [�5E CASE 2 1 G�31.C2 TO 2013'1.17 •t4i50.00 TA 2b+3t.'PZ CITY sTDS. 404 AND 405. [2 Eli] T 11. When improvements are to be placed On native soil which consists of a No SCALE ttVEL _ _ _ L ��� -;::. y b removing all rocks - CA SE 3 40+ 91.71 TO 14FSO.06 26+34.91 TO 70433.13 21 ExIsrING POMER Pots 'r° BE RELOCATED BY sotsoN BEHIND NEN rocky material, the sub-grade shall be prepared y gL .� .� CURB AND GUTTER. [1 EA] which protrude above the sub-grade and all voids or depressions shall be with a fine rade material of a unlit better than the native - Z1�t oto © txlsT2xc POWER tcK.E � � �� � ��• D �� filled g quality To BE PLACED UNDERGROUND BY EDISON. [9 EA] material . I Si1WCUT LULT• •,. t GSE 3 23 RELOCATE EXISTING NATER METER SERVICE BEHIND THE NEN CURB AT s PVM'T.V X01)1 THE SAME STREET STATION PER CCND STANDARDS. [C.EA] 12. If the asphalt concrete is to be placed on sub-grade, a soils steri lent t registered by the E.P.A. for use under A.C. and P.C.C. shall beRI-61 � 24 RELOCATE EXISTING TIRE HYDRANT AND APPIrnTENANCEs BEHIND THE K uniformly applied at the manufacturer's recommended rate for the full =6� NEW CURB AT THE SAME STREET STATION PER CCWD STANDARDS. TI -i (2 EA) pavement width prior to paving. STA. t�+e e.'7 T O STA. 24+50 O ADJUST WATER METER Box AND covER TO GRADE. (AFTER RELOCATED WHEN APPLICABLE). [7 EAI 13. Estimate of quantities is provided by the Engineer only for the tgTH STREET convenience of the developer, the contractor shall make his own WLT RT 1�CE•. CONSTRUCT s" P.C.C. OV ELt NATIVE. [Soo s.F.] determination of construction quantities before submitting a bid. Any Rnl E it^IrAs• Ct1C � irylLf3i1A1CT1T1E5 Item of work required by these plans which is not specifically listed in 15 lJ BLANK the estimate of quantities shall be considered as included in the otherINCLUDED M TKACT 14192'1 items Of work. a's ; 7 11• A, 2® FURNISH AND INSTALL NEN STREET LIGHT lULLBoxLs AM NEW GRADING PLAN EARTHWORK STREET LIGHT CONDUIT WITH PULLROPE PER EDISON STREET LIGHT City of Rancho Cucamonga Standard 11TJrMDers 401 and 402 /�jJQgC' (,tp,Qfl t7Q. 2 _• PRIVATE WALL PER GQAD1Rb CIUANTITIES. PLANS. EDISON To CONSTRUCT NEN STREET LIGHT FOUNDATION, 14. Street signs pe:' Ci y g INSTALL NEW POLE (S80OL H.P.S.V.) AND WIRING. THIS ITEM TO shall be constructed at each intersect-ion. 1� `-�� CW� 10• I a�� r I � PLAN BE PAID FOR AND COORDINATED BY THE DEVELOPER. [20 EJ►J SEE 9�EE T 4 ADJUST EXISTING CHAIN LINK PENCE TO NEW GRADE AT THE SAME 15 Cit approval of fans does not relieve the developer from E �� ( ✓ '� = HORIZONTAL LOCATION. (ADJUST EXISTING CHAIN LINK SWING City p 0,'�'Z GATE(S) (SIZE SHOWN ON PLAN) TO NEW DRIVEWAY GRADES WHERE _ respons ib i 1 i ty for the correction of error and omission discovered I __ �_ _ _____ _ : -y APPLICABLE. ) [330 L.F. C.L. FENCE, 1-15' SWING GATE, AND !- during construction. Upon request the required plan revisions shall be 01n '' lo' sWltiG GATES] promptly submitted to the City Engineer for approval. ` ^^ 1 213 4 5 6 7 8 � VI SWINE � FUTURE STREET LIT TO BE ST OTHERS- [• >EA] 16 Mork site and exterior streets shall be in a neat, clean, hazard free, D•M' (MAx.I Q PLANIDE EXISTING DIRT DRIVEWAY To THE LIMITS snoNN ON THE 1M11. a�-CA� S PLAN.. 1.480 S.F. J orderly state, throughout construction. Site shall be cleaned upon 9 request of the inspector. I 32'.ifiMCUT Q15T. PLANT PARKWAY 71-RE Es (iS GAL..) PER CITY STDs. "I AMD SOS A/B = 10 PVM'T.a lCIN • PLAN AND PER THE FOLLOWING: 17. Contact UNDERGROUi1D ALERT 1-900-422-4133 and the following Utility Ln 23 `` 0 Companies as required, 2 working days prior to excavation. 26 25 24 11 ►- V MEL0.C. AVE.: EUCJEC LAI POLYANTHENOs R rZERndLt.Nt N 22 (yW,,y�,, T.Z s At. �� SIFT IMEEN '�►1! G f 3?f LTO D?l�iP?O 37S)�R T,ILr£ LOCA 7/ON3 + S � MIGNONETTE ST.: GINRO 411_015A L FAJRM61M- ls. Contaci: all Utility Companies as required, 2 wor " d_ags VmOr t.0 i, t9 21 12 N r ITA. 24+50 TO 19TH =T. 25'°•C• E1'F-TA J excavation. Provided for your convenience are the fallowing: tot H E L L M A N AVENUE �_- 20 13 �� � 0.10' MN. EYIST. SURFACE' r.�ts�o.C.tot�'�4te.EAac�Al�reAR sTYRAcrrLVA s1�nNti1r c�nciw A. San Cabrlel Valley Municipal Mater District Mr. Bob Stallings (213) 969-2716 TYPICAL SECTIONS e��sE�' ��•'� E+i"�' (AFRICAN SUMAC) 3°'o-c• [to >n►] for Dass Line Road construction I= RELLMAN AVE, D. Cenerar Telephone (800) 422-4132 '~ AMACEM q_IM. 1ME"M 17 16 15 14 I - for underground service C. southern California Cas Company (714) S29-2889' , 1191 L. Birch Street (714) 529-7070 Brea. eA 92621 P�nATt �rolnr>�>�^s NOMETo aoirTwACTo�s TYPiCAL COtO • PtANF DDETAILB p. Brea. CA County Nater Ois�rict (7I4) 987-2591 � = 1 M.I.GNONETTE STREET ytw existence and location of•underground utility pipes, lines or structures 3 9641 San Bernardino Road t� SEE SHEET 5 show. on this plan +ter^ obtained by a search or available records. To the best Rancho Cucamonga, CA 91730 of our knowledge there are no existing utilities except as shown on these r DESCRIPTION PTION OF RE VIS ION DATE ctT1r t. Metropolitan Water District (714) 593-7474 W plans. The contractor is required to•take due precautionary umeesures to protect APPROVED P.O. Box 54153 W * UNDEKGMM EYIST. GYMEAD UTiLITiES Oil the utilities shown and any other lines or structures not shown on these plans. OWNER/D E V E L O P E R Los Angeles, 3 9 54 . - t71 NELLMh% AVE. PER COWTIORb Of APPROVAL CITY OF RANCHO CUCAMONGA 14 999-5639 RESOLOTIOR tie. 90-85 ENG. DN. RE5OLUTIOR CJ All contractors and subcontractors performing work shown an or related to these � � CORP. E. Pacific Telephone Company (7 14) plans shall conduct their operations so that all employees are provided a safe W ha Li) M.57. TRACT NO: 14192- 1 � �, � place to work and the public is protected. All contractors end subcontractors 4�7 SOgltl'1 �(gyaC{ Avenue SCALE 1 -2 00 shall comply with the "Occupational Safety and Health Regulation" of the U.S. Department of labor, and with the State of California Department of Industrial Suite 2 STREET IMPROVEMENT PLANS Relations' "Construction Safety Orders." San DIInm• C Mena 91713 calsraacrratl 01 IN STKIT Ila (714) 599-8461 LOCATION M A P The Civil Engineer and Morris-", Ire• shall ^°t resp°^sfDle in arty way TITLE S for the contractors' and subcontractors' compliance with the "Occupational FAX (714) 592=501 1. All street trees are to be placed in 8CCOreant! whit Citi' Safety and Health Regulations" of the U.S. Department of Labor or with the State Standard 601. of California Department of Industrial Relations "Construction Safety orders. MORRIS-REPKE,INC. t. All street trees stab be staked and ►lastee according to City I L.- Convirts,o crva tng"oem and Land MOM70 APPROVED BY: DATE;����� Standard t t or 6050 1 e SaitYted to hardsca d dictates. .14t MONTE V15TA 5T• The Contractor shall assume sole and complete responsibility for jab site CITY ENGiNEE00e Ft NO. 24953 Underground Service Alert 3. Backfill eixture of all street frets serail be per ate ' «- conditions during the course of ca,strulbtion of this project, including safety 28ST WALNUT AVE. SUITE A rt funriehee a the of all persons and property; that this requirement shall apply continuously andEP TUSTIN, CALIFORNIA, 92680 �� � DESIGN RECOMMENDED recommendations of an Alva Owic sells repo (( (714) 730-6410 c�0 C3 COII:TOII FAEE City Inspector. not be limited to normal working hours; end that the contractor shall defend, h�� G� P• NpRa�� 6 t shall M lantte where the tsenter of tis trstnk is II indemnify and hold the owner and the Civil engineer harmless from any and all • . Na street tree liability, real or alleged, in con ection with the performance of work on Mis �.; �� N rn DRAWN SHEET 1-800 closer than three fttt (3 ) to the face of curb. arias: Otherwise II + � ro noted. project, excepting for liability arising from the sole negligence of that owner c�: No. C1E446 � HN � �Il 422.4133 or the engineer. * a RENEW b-31-93 * DRAWING N0. S. All street trees are :•eject t• inspection ane acceptance by the PX141 ClVI%- �� CHECKED SEE LEFT R.C.E.NO City Engineer. JAiCK P. 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