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HomeMy WebLinkAbout1202 _.... _...._....___.. _ .- _.. -------_............... GENERAL,_ rjOTES i Y I 1 All work shall be done in accordance with theselans . the City of Rancho Cucamonga Standards and the Standard Specifications for g ' Public Works Construction current edition . Contractor shall be PROPOSED OVERLAY TO : MATCH EXIST. , . h , familiar with and shall 'be responsible for adherance t ., these standards and specificotlons 2 . All pipelines or substructures of any kind , telephone or power poles Ql 4 �` water , valves . Q • � � fire hydrants , etc . , shown or not shown on these q��'/ �� I �� p3 pions wlt.hln the right- of- way limits or in adjacent areas where lit. �Q' , improvement work is to be done sho . l be removed , relocated or t l protected in place as required of no cost to the City of Rancho '- 3 . Any contractor performing work on this project sholI familiarize himself with the site and shall be solei responsible fur an EXIST. T.C. , 22 NOR T H FaC1.S � N RTH EXIST. T. C. 22 NORTH Y P Y "�u _... T ,,,-E.P e _ damage to existingfacilities resulting directly or Indirectlyfrom 1060 NORTH ' �F.J ' 1060 his operations , whether or nut such facilities are 0� own un these plans 0 � � 4 . A permit shall be obtained from the City of Ronchu amonya t Engineering Department pr1 ., � to any encroachment of :,unst�uctlun ' t within the City of Rancho �;ucomon a easement right - uf- way . p - i-- v 5 . All grade stakes shall be Set by the Cuntractur ur tnglneer . 1"oving PROPOSED F. S. i Q i 1 � stakes shall be set at all hinge points , edge of pavdlnent points t within 0 . 01 fuot of sub- grade elevation and nut inure than L)0 fuut si `l h � � IntIsrvoIs . Additional ovIn stakes may be re ulred b Lit Engineer K �' \ P 9 Y q Y Y 9 ti It ti �\ as needed at warped or vertical curve areas . k. '� ti m tiyHN 6 . All sewer , water , electric , gas , phone or other utility laterals . 'i, `D�e� mains , or crossings shall be constructed prior to paving . 7 . --- -r -- -- - -r - - -- .- _ sub-grade Compact ton tests of embankmennt construction trench backfill _ compacting original ground and all sub grade shall be performed of no cost to the City of Rancho Cucamonga . A written rbpurt with by 5 is ftp ijf yf Lt ,�,, yp, ip, (� (�, these compaction tests shall be submitted to the City Engineer fur U' i,� ! f 3' f' , _ ((/ ' approval prior to the placement of base materials and/or surfacing . 1060 r060 8 . At the complenlon of paving a materials report shall be submitted ExrsT. F.$.@ � to the City Engineer . Listing all tests or determinations cumpleted to �S verify , stability g p paving . ' 2 � oil content and gradation of asphalt avin 9 . Prior to Installation of any poving , a materials report shall be submitted to the City Engineer . Listing all tests pr determinations .J r fV completed to verify . sieve analysis and sand equivolent of aggregate _. .- � 14 boss . � ; PROPOSED T. C. 32 SD U`TH 'W W� °` 4 � ti 10 . Paving shall be performed in accordance with R . Value and ' 1 ►;' „ y�rt, -- 1 � s Opti O Pavement tests token to determine structural sections (Prior to final plan approval ) 11 When improvements are to be placed on native soil which conist \I `-l.0% of o rock material . y the sub- grade shall be prepared by q F 0.28Xi removing all rocks which protrude above the sub- grade and all (0.36 %) - - •^^'- - ___ _ - - .- - - -.- - - - - - - -- - --- -- -» z- -; -j -* -; - - - - - - - - -- - - - - _ /- ^' voids or depressions shall be filled with a fine grade material of o quollty better than the native material . 12 E T. T. 321SOUTH P l - the asphalt concrete ! s to be oc9d on Sub Grade , o soils 1�6� SOUTHEXIST. T. C. , 32r SOUTH -;. ... EXE&T.. EP. �. 12.Sr. SOUTH . _} _ _ i C�� 060 n y - _ .W s t a r n eg i s t d the E .P . A .E P A for u s e under d r A C and P f C - 110 t r eye b e X "° - , 1 shall be u iforml applied of the mon�,focturer ' s recommended rote t {_. or the full pavement width prior to povin -4- f j 13 . Estimate of quantities is provided by the Fngineer only for �� the convience of the developer , the contractor sholl make his own I f Idetermination of construction quantities bnfure sub.rlitting a bid Any Item of work required by these plans which is not specifically listed in the estimate of quantities sholl be considered as included in the other items of work . 14 . Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 sholl be constructed at each intersection . c: 3 15. City approval of plans does not relieve the developer from responsibility t j for the corrections of error and omission discovered during construction r j upon request the required plan revisions shall be promptly submitted `SC✓'�L� to the City Engineer for approval . I 16. Work site and exterior streets shall be In o neat . clean . hazard free . ., t order ! state , throughout oonstruotlon . Site shall be cleaned upon _ ___.. .._- -__.._.._ . _.. W-�...- _. . _. i.. _......_ __. ___.. w..w.___._..� .. _____ _._---. _ _._. ..___. _ __,- _ 17 , request of inspector . VETT. D �/ Contact all Utility companies as required . 48 hours prior to 7 8 9 l0 1l 12 13 14 /5 excavation provided for your convience ore the following : t � I�TF F'1✓12M IT �U112�t2 1=t2ot''1 A : Southern California Gas Company (714) 529-2869 o NOTE: TE7YPORARY 5T/1F//1P/A/4 AND i 2191 East Birch Street (714) 529-7070 4 h 31, A-T �.�. Kalt_I2o� f log TO Brea , Co 92621 ,. 57 TII /NG JVIZZ BE iPEOU/�2 ED e/OR h � ? . Q) � ' v ° TO Rif. fLAS#hV6 S/GN /eFZOCAT/0N B: Cucomongo County Water District (714) 987-2591 W m � ' `t' Ny, h � W W 9641 Son Bernardino Rood Q � o b � o 44 AND APf'ROI�ED 9Y e1TYENGIit/E1'R o j' Rancho Cucamonga . Co 91730 C) o p lh C: Poo itlo Telephone Company 0714) 999-5639 m SEE IMPROVEMENT PLAN 97-99 \ ON J V r EXIST IMPROVEMENTS PER DWG.299 I Q 14. I - Et/ST J/DEW.ILK - �� "!a/�ITE.Q 3 b tN ex/s T. c /G ' .= 4 y r G r' I^ h �E.r/sr Exisr. c�G ti M _ /V S9 34 ¢G W �Q'!./f 4 I I 8�sEw�R - ARROW ,PourE x O �}% N k n ti 11 1 /� W 1- 0 4 - M - 1,✓ �A -- -�---�- W - f' �� N !} - GO,�/�TPLJG% fi,�C'F f T�C-��/ o ` 1.� lel��9 ►r • Anc!►ei o I �5i I Anchor• N 1�k Z 'L 7" �F u� A R.R. ' N EXIST. IMPROVEMENTS PER OW O. 301 0 Z EXIST IMPROVEMENTS 0 h Q ? { Q W PER DW6. 822 .S�fc' a 4 co T N s T /91VO AT41Z 5 B y AT f S f W cCrOL F o./o'yry /./i'��✓ fa Q V 9 V 4 W ill o 4 TN ST. c»�o rvi ar.Alwr D CURB DATA +� c' Z �? 4 „ - , u Q - 89�9a '4c' o �t ►� (L MAT)G. SCAM- .-4.0 -�_ ` C bl vj0 EX�S7• T/E / V y W BA$f �iq7�. 11,90' 1 X41 � � W Q VICINITY MA P 5'CO(O PlAN6 ` a) o. o) �D �p C = /!o.90 F <LT�1�R Td�'�9rG/f E�/5T/iUC� •� T.5 frsriva !c FOP 0 oin'�l•u o�Eu,,r • `� t R R CROSS/NG ��ur To T>yET/sf,�T� ti/ TY�/C.9L fE.9Ti�Ei� OET,9/C J M LEGEND vTs 7 1N V� CONSTRUCTION NOTES-- QUANTITY ESTIMATE Indicates 4 " AG paving over 4 " Class 2 A . B . v O r 1 TEM QTY f Z(o 88 GHANGE e X/NU OCTA/L VVV Indicates variable A . C . overlay , 0 . 1 ' min . Li _ X188 R/W ^ Z I PLACE 40 A.C. PAVEMENT OVER �}� GI AFyj 2 p,1�. 10,500 300 SQ FTSirzo ,� Em Indicates A .C . , remove and replace , 4" A .t 1 NSTALL e" CURB & GUTTER PER CITY STD 303 430 L F. 0 V e r 4 class 2 AB �¢ �o ,_lv i „ `: CITY OF RANCHO CUCAMONGA 1 \ , © CONST DRIVE APPROACH PER CITY STD 306, W AS NOTED 1 EACH _ PLACE VARIABLE A.C. OVERLAY PER TYPICAL SECTION 9300 SQ FT PLAN & PROFILE ' I , i ry 3TC�� __ CONST MEANDERING SIDEWALK PER CITU STD 304 1700 S�] FT UNDERGROUND UTILITIES SIXTH STREET 14 12, 3 _ 3- 4 0.3 � The existence and location of an underground utility RAISE MANHOLE TO GRADE 1 EACH y g y pipes, Mln. Mtn. o.lsx b� �� © conduits or structures shown on }hese plans are obtained by 57-4. 84 72. 00 rO Z-4 /� f /� A5 RAISE WATER VALVE TO GRADE I EACH a search of the available records. To the best of Our J f/• L r knowledge there are no existing utilities except as shown on REMOVE EXISTING TRANSITION MARKERS these plans. The contractor Is required to take due �� ttity * l/V precautionary measures to protect the utility lines shown. on M Z SL4PE y1 i1 9O INSTALL STREET LIGHT 2 EACH these drawings. The contractor further assumes all VARIES 36% VARIES S ti' � liability and respondsiblllty for the utllity pipes, conduits APPROVED BY Q,ITE •4-12-99 �� 0 CONST. CATCH BASIN PER CIT STD. 302, W-7' V•3 3' 1 EACH CITY ENGINEER 1.29% ►•0'i. TO !.!4•/. rll � or structures shown or not shown on these drawings. _ ��- RCE ri3f7 CONST LOCAL DEPRESSION PER CITY STD. SIS, CASE B 72 SO FT -- - Contractor agrees that he shall assume sole and complete rA�L A 1 COLD PLANE AND PAVE PER TVP. FEATHER DETAIL 313 SO FT respondsiblllty for Job site conditions during the course of SANDERSON & ASSOCIATES EXIST A.C. PAVEMENT QE 25Oi a FT construction of this project, Inclur•n safety of at �� /•• • s 3 .{Arvcu* Awv 1tir1�lle p i g y I persons �' -� DGsA to aj NOTE'. The quantities noted are provided b the ENGINEER sole as and property; that this requirement shall apply ccntlnuously 9597 ARROW ROUTE , SUITE H T��/��� ����/D� q p y � y ,and not be Il;nit•d to normal working hours; and 'hat the �1PAI't/�/: Sh/EET an estimate of the amount of work required to complete the contractor rhrill defend, Indemnify and sold the ' IT1i. the RANCHO CUCAMONGA CA. 91730 / Sidewalk layout 1s conceptual only. Approval of ii�e final sidewalk Job. Quantities noted are provided for the convience of the OWNER and the ENGINEER harmless from any ara all MH s � OF - T ! = 8.0 .SCALE HORiz. layout shall be made in the field and adjusted as necessary to meet DEVELOPER only. The CONTRACTOR is hereby notified to liability, real or alleged, In connection with the performance Ph. (714) 90' I I VErI'T / "� Z ' field conditions as approved by the Public Works nsr➢ector and Protect provide the DEVELOPER with a bid based on his own deter- or work on this project, sxc•oflng for liability arising from CHECKED OR,4W/Nli NO• R = 68 Planner prior to fin& construction. mination of quantities for a complete lob. the sole negilpownc• of its OWNER or ins ::NGINEER. 017 74,t- Fi/e no. 97-D; ,