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HomeMy WebLinkAbout2054 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 SMEET AND STORM DFAW TS FOR Construction - current edition, including its annual supplemental of amendments. Contractor shall be familiar with and shall be responsible for adherence to these Standards and Specifications. 2 AN pipelines or substructures of any kind, telephone or power poles, water 'YVELAND AVENtT NORTH IH IREEI 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, replaced, relocated or protected in place as required at CLE OF 6 S no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the Provided fory%r convenience are the following: site and shall be solely responsible for any damage to existing facilities San Gabriel Valley Municipal Water District (818) 969-7911 resulting directly or indirectly from his operations, whether or not such facilities Mr. Bob Stallings are shown on these pians. For Base Line Road Construction 4. A permit shaft be obtained from the City of Rancho Cucamonga Public Works, Ver{zon (800) 483-3000 ARROW ROUTE Engineering Department prior to any encroachment or construction within any -- ------�- -- — City of Rancho Cucamonga easement or right-of-way. Southern California Gas Company (800) 427 2200 Residential ; 5. AN grade stakes shall be set by the Contractor or Engineer. Paving stakes 216 N. Euclid Avenue (800) 427-2000 Commercial 5 - I shall be set of all hinge points, edge of pavement points within 0.01 foot of Ontario, CA 91762 0)o mZ� sub-grade elevation and at not more than 50 foot intervals. Additional paving 7TH ST. Ioi stakes may be required by City Engineer as needed at warped or vertical curve Cucamonga Valley Water District (909) 987-2591 �- --- areas. 10440 Ashford Street + rn 00 C14 Rancho Cucamonga, CA 91730 < oo_ . M �o all- 6. AN sewer water, electric, gas, phone or other utility laterals, I'rnvins, or ` < `° a to crossings shall be constructed prior to paving. Metropolitan Water District (909) 593-7474 cn .- t-- II 0 700 N. Moreno Avenue Z 6TH ST. — 7. Compaction tests of embankment construction, trench backfill, compacting La Verne, CA 91750 < original ground and aH sub-grades shall be performed at no cost to the City = i of Rancho Cucamonga. A written report with these compaction tests shall be Pacific Telephone Company (800) 248-2800 4TH ST. ' submitted to the City Engineer for approval prior to the placement of base - materials and/or surfacing. Adelphia (800) 626-6299 - ' - TOP OF CURB (Portion of Redhill) 10 6. At the completion of paving, a materials report shall be submitted to the City FLOW UN G� Engineer listing all tests or determinations completed to verify stability, oil Charter Communication (909) 987-6257 content and gradation of asphalt paving. 6680 View Park Court II 9. Prior to installation of any paving, a materials report shall be submitted to the Riverside, CA 92503 -City Engineer listing all tests or determinations completed to verify. R-Value, -- ------ - ------ ------ ------ sieve analysis and sand equivalent of aggregate base. UNDERGROUND STRUCTURES CONSTRUCTION NOTES : QTY tNi1T III I 10. Paving shall be performed in accordance with R-Value and pavement tests I taken to determine structural sections. UNDERGROUND UTILITIES OR STRUCTURES REPORTED 8Y THE OWNER OR OTHERS, 0 - CURBSIDE DRAIN OUTLET PER CITY STD. 107-C, 6' WIDE MODIFIER W�/STEM WALL. 1 EA - -_ AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR ' 11. When improvements are to be placed on native soft which consists of a rocky APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS O -REMOVE AND REPLACE "A2-8" CURB & GUTTER PER CITY STD. 104. 17 Lr material, the subgrade shall be prepared by removing all rocks which protrude OR PROCEEDING WiTH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME - ---- - - above the sub-grade and all voids or depressions shall be filled with a fine LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING -SAWCUT AND REMOVE EXISTING PAVEMENT. REPLACE AC PAVEMENT AS DIRECTED BY THE CITY °' --- --T- -_ O 135 SF , > ; grade material of a quality better than the native material. FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT INSPECTOR. rn _JZ Z z Z - -- REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS _ 12 If the asphalt concrete is to be placed on sub-grode, a soils sterflont EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON + rn Co oo ►n registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformlylied RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE 4O -CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. 103 AND 114. 100 SF 0D `� applied PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN Lo N 0 0 Q ca uz__ _ sQ_.. M ca at the manufacturers recommended rate for the full pavement width prior to AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE O -CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. 1 i 0 0 0 0 0 p°fig THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1" RCP X57.5 cfs O -REMOVE CURB � GUTTER AND CONSTRUCT LOCAL DEPRESSION, 'CASE A' , PER CITY 49 LF C6430.0 cfs 13. Estimate of quantities � provided by the Engineer only for the convenience of - the developer, the contractor shall make his own determination of construction IMPORTANT NOTICE STD. 307. p quantities before submitting a bid. Any item of work required by these plans o _ which is not specifically listed in the estimate of quantities shall be considered SE'CT[ON 4216/4217 OF THE GOVERNMENT CODE REMMZES A DiG ALERTO -CONNECT TO EXISTING JUNCTION STRUCTURE PER CITY STD. 333, CASE1 . 1 EA `O Z Q as included in the other items of work. IDENTinCATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL W BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ©�°r 14. Street signs per City of Rancho Cucamonga Standard Number 401 shaft be ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. O -INSTALL 21 " RCP (1500 D) . 19 LF � � 0 O constructed at each intersection. ' o p-INSTALL CONCRETE COLLAR PER CITY STD. 329. 1 EA HOR. : ' 1"-40' 1 V) (A V)z 15. City approval of plans does not relieve the developer from responsibility for the - 10 — ( 7rj � correction of error and omission discovered during construction. Upon request, �' REMOVE EXISTING 30" RCP AND REPLACE WITH 36' RCP 1500 D) . VERT. the required plan revisions shall be promptly submitted to the City Engineer for M �1 approval. DIAL TOLLFM I •00 19+W 20+00 L I+VV 1-800-422-4133 AT NOTE: QUANTITIES SHOWN ARE NOT TO BE USED FOR BiDDING PURPOSES. QUANTITIES SHOWN ARE 16. Work site and exterior streets shah be In a neat, clean, hazard free, orderlyLEAST TWO DAYS BEFORE YOU DIG ESTIMATES ONLY AND ARE INTENDED FOR OOVERNiNG AGENCY PURPOSE ONLY. THE CONTRACTOR state, throughout construction. Site shall be cleaned upon request of the SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT QUANTITIES INVOLVED. inspector. V10"OROUND SER VICE ALERT OF SOU a BERN CALWORMA 17. Contact AD Utility Companies as required. 48 hours prior to excavation. nth STREET H ; E I I E E -- - ------ --- --- E - E E 7 `^ - - - - - - - - - - u- g Ilk-i L � 1/ Com--B SS- 8+00 9 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+0C i 20 0 ca -+- 1 I ----* --+ ` CLEVELANDAVENUE: ' G — — — G — — — G — — — G G — — G — — — G — G — — — G — ____ — G — — G — — — G — — — G — M- �;, — -- - - - ._ - -- - — — — G — — — — — — G -- ___ — G a t - - - - --- -- -- G G w I — ----------- _,J E E E. - E E ------ ---------- --------------- _------ - - =-- _ --- - E _—_ --- ---_----_------.— _--- � —_ —_ ._-.-, —.__--- ..xr--- w- -_.__—z�ae._as�—_ -- — ——_—_ - ca _. - —. �- ..... 06 Cr W / i U ( b h W to 7)v > U \ . 0 L,ZW � � to _' + N + 0)00 + gyO cV � O>� O NHH � 0 04Y 0 10, le 00 J U V) Q J 5 Q W 0 < 0 W v) 0 Jd Ps O 6 (n U (n 00 (n 4 2 1 2 4 40 0 40 80 120 DATE: 05-12-05 SCALE: 1" = 40' EXiS'TTNG SURVEY MONUMENTATiON CITY OF RANCHO C U C A M O N G A I hereby certify that I have identified all survey monuments of record that could be disturbed by this project. All said monuments which currently exist in the field BASIS OF BEARINGS BENCH MARK are shown on these plans and are described as follows: BEARINGS ARE BASED ON THE BENCHMARK NO.: 01666 STREET AND STORM DRAIN IMPROVEMENTS 1" iron Pipe w/plastic plug LS 4691 per P.M. 14647 found at the following locations: CENTERLINE OF SIXTH STREET AS ELEVATION: 1065.57 TO a 1) The north and south terminus of the west line of parcel 11 of Parcel Map No. 14647, P.M.S. 177/9-Q--96, shown as "North 00'06'34" West 1138.11 feet". SHOWN BY PARCEL MAP N0. 14647,ON FILE IN BOOK 177 OF PARCEL DESCRIPTION: °? 2) The west terminus of the south line of parcel 11 of Parcel Map No. 14647, P.M.B. 177/90-96 orth 89'31'48" West 765.18 feet". MAPS, PAGES 90-96 THEREOF, AT S/W COR. 6TH ST. do CLEVELAND � AVE, 1 FT. W OF W END CURB CLEVELAND AVENUE NORTH OF 6th STREET RECORDS OF SAN BERNARDINO CI�iSTOPiR RETURN, 3 FT. E OF CONC. LIGHT W 0AINIS COUNTY, CALIFORNIA, BEING STANDARD; 0.5 MI. E OF HAVEN APPROVED BY DATE N.89'31 48 W. QROFESS/pi, AVENUE CITY ENGINEER R.C.E. No. 2388 r! Dated- 044CAJ Er. 01/0 4- ��� ` NR YFpq�c�` DESIGN RECO 4DED ; '4 _YP No.65838 2 !/ ` o Prior to obtainingo construction permit of theproject, a c of the corner record filed b ual a� cat�� r E / Z � DRAWN � _� � ; SHEET p copy y a q E o L.S.L.S with the County Surveyor for each monument N N showing the references to be used to reset that monument after completion of the project shall be provided to the City. s Engineers / Planners / Surveyors OF o q� t V11 ��P mo MAM STREET,9S/RE M1),WMW,CA W14 v Prior to obtaininga certificate of completion for theproject, a c of the comer record filed b a qualified R.C.E. of L.S. with the Count Surveyor for the resetting Of- A�WU CHECKED 10 MM49)4WOM FAX MO)4W-Mn DRAWING NO. f p copy Y of Y Y� 9 C CITY 2•S E.WARM SPRINGS ROAD,SurTE 100,us VEGAS.W 09119 of the existing monuments and the related permanent witness monuments after completion of the project shall be provided to the City. DESCRIPTION OF REVISION DATE APPROVED TEL 2)000-000• FAX(M)0W4" s2 OS