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HomeMy WebLinkAbout2294General Notes C 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction — current edition, including Its annual supplements of amendments. Contractor shall be familiar with and shall be responsible for adherence to these Standards and Specifications. 2. All pipelines or substructures of any kind, telephone or power poles, water 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 no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering Department prior to any encroachment or construction within any City of Rancho Cucamonga easement or right —of —way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving 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 intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, compacting original ground and all sub — grades 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. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify stability, oil content and gradation of asphalt paving. TY OF RANCHO CUCAMONGA irvoEx TO srvEErs 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: R— Value. sieve analysis and sand equivalent of aggregate base. 10. Paving shall be performed in accordance with R —Value and Pavement tests taken to determine structural sections. AMBER LANE IMPROVEMENTS STA 10 +00.00 TO STA 16 +69.07 SITE Construction Notes for Street Trees: SHT. NO. CONSTRUCT 3" A.C. PAVING OVER 4" A.B. PER STD. DWG. 100 —A 19,600 MIN. TITLE SHEET 2 STREET NAME BOTANICAL NAME COMMON NAME GROW SPACING SIZE QTY. FEET ® CONSTRUCT DRIVE APPROACH PER STD. DWG 101. TYPE R -1 OR C AS SHOWN. SPACE SQ FEET 5� AMBER LANE CERCIS OCCIDENTALIS WESTERN REDBUD 3' 20' O.C. 15' 10 LN FEET REMOVED EXIST 6' H. CHAIN LINK FENCE 320 GAL. FEET Construction Notes for Street Trees: SHT. NO. CONSTRUCT 3" A.C. PAVING OVER 4" A.B. PER STD. DWG. 100 —A 19,600 1 TITLE SHEET 2 STREET IMPROVEMENT PLAN FROM STA 10 +00 TO FEET AMBER LANE STA 16 +69.07 3 STRIPING FEET 1) All street trees are to be planted in accordance with City standard plans. 2) Prior to the commencement of any planting, an agronomic soils report shall be furnished to the City inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments, as determined by the City inspector. 3) All street trees are subject to inspection and acceptance by the Engineering Services Department. 4) Street trees are to be planted per public improvement plans only. 11. When improvements are to be placed on native soil, which consists of rocky material, VICINITY MAP the sub —grade shall be prepared by removing all rocks which protrude above the sub —grade 3 N.T.S. 3 and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 60' 12. If the asphalt concrete is to be placed on sub — grade, a soils. sterilant registered by the E.PA for use under A.C. and P.C.C. shall be uniformly applied at the manufacturers 28' (k6 SiR /0.60 7-13 13+3012' recommended rate for the full pavement width prior to paving. 0 18' �(3� 14 (13`) 13. Estimate of quantities is provided by the Engineer only for the convenience of the 14 I= z developer, the contractor shall make his own determination of construction quantities before J submitting a bid. Any item of work required by these plans, which is not specifically listed In W ' i 4 oa the estimate of quantities, shall be considered as included in the other items of work. 18, 0.5 14. Street signs per City of Rancho Oucamongo Standard Number. 401 shall be constructed ( 1 0 T1.75% at each intersection. L` 1.75% 21 15. City City approval of plans does not relieve the developer from responsibility for the I correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 2' 3 �y'STR lOtaa 7G i3t30) 16. Work site and exterior streets shall be In a neat. clean, hazard free, orderly state, AMBER LANE - TYPICAL SECTION throughout construction. Site shall be cleaned upon request of the inspector. 17. Contact all Utility Companies as required, 48 hours prior to excavation CONSTRUCTION NOTES N.T.S. TI= 5 R= EXISTING SURVEY MONUMENTATION 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 are shown on these plans and are described as follows: FD. NAIL /TAG L.S. 5280 LOCATED AT INTERSECTION OF ErIWANDA AVENUE AND AMBER LANE. ❑ FD. 1" IRON PIPE TAGGED LS 3002 ALONG SOUTH PROPERTY LINE. u' No. C25828 � � s art Exp. 72 -31 -73 Dated Richard G. Co izoso RCE 25828 lFOF CpV \F0� EXP. 12 -31 -13 Prior to obtaining a construction permit for the project, a copy of the corner record filed by a qualified R.C.E. or L.S. with the County Surveyor for each monument showing the references to be used to reset that monument after completion of the project shall be provided to the City. Prior to obtaining a certificate of completion for the project, a copy of the corner record filed by a qualified R.C.E. or L.S. with the County Surveyor for the resetting of the existing monuments and the related permanent witness monuments after completion of the project shall be provided to the city. BENCHMARK. 10090 A SET 2.5" BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTH WEST CORNER OF BANYAN STREET & ETIWANDA AVE. 20' +/— WEST OF BCR ON THE SOUTH SIDE OF BANYAN ST. STAMPED "RANCHO CUCAMONGA BENCHMARK 10090 A" YEAR LEVELED: 2010 ELEVATION: 1534.540 NOTE: CONVERSION DATUM. ADD + 1488.50' TO THE EXISTING ELEVATIONS. FOR RELATED WITH THE OFFICIAL BENCH MARK. ELEVATION. DEVELOPMENT RELATED AGENCIES CABLE TV CHARTER COMMUNICATION 7337 CENTRAL AVENUE RIVERSIDE, CA 92504 (866) 499 -8080 ELECTRICITY SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (800) 655 -4555 GAS_ SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (800) 427 -2200 RESIDENTIAL (800) 427 -2000 COMMERCIAL TELEPHONE VERIZON 1400 E. PHILLIPS BLVD. POMONA, CA 91766 (909) 469 -2250 OR (800) 483 -3000 WATUR CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 (909) 987 -2591 WATER INLAND EMPIRE UTILITIES AGENCY 6075 KIMBALL AVE. OR P.O. BOX 9020 CHINO HILLS, CA 91709 (909) 993 -1600 -WAIFR METROPOLITAN WATER DISTRICT P.O. BOX 54153 TERMINAL ANNEX LOS ANGELES, CA 90054 (213) 217 6961 Underground Service Alert of Southern California CALL BEFORE YOU DIG CALL: TOLL FREE 1- 800 - 227 -2600 Two Working Days Before You Dig CONSTRUCT 3" A.C. PAVING OVER 4" A.B. PER STD. DWG. 100 —A 19,600 SQ FEET CONSTRUCT PCC CURB AND GUTTER PER STD DWG 104 TYPE A2 -8 665 LN FEET CONSTRUCT 4 FT. CONCRETE SIDEWALK PER STD DWG. 101 & 103. 1,280 SQ FEET ® CONSTRUCT DRIVE APPROACH PER STD. DWG 101. TYPE R -1 OR C AS SHOWN. 928 SQ FEET 5� CONSTRUCT CURBSIDE DRAIN OUTLET PER STD. DWG. 107 —A 4 EA. © CONSTRUCT 6" A.C. CURB PER STD. DWG. 104, D1 -6 705 LN FEET REMOVED EXIST 6' H. CHAIN LINK FENCE 320 LN FEET ® EXISTING OVERHEAD POWER LINE TO BE PLACED UNDERGROUND 320 LN FEET 9� REMOVED THE EXISTING A.C. PAVEMENT 15,200 SQ FEET 10 CROSS GUTTER PER STD. DWG 106 —A 97 LN FEET 11 INSTALL 5800 LUMEN HPSV STREETLIGHT BY SCE, PAID 3 EA AND COORDINATED BY DEVELOPER. 12 SAW CUT AND JOIN EXISTING PAVEMENT 200 SQ FEET 13 INSTALL STREET TREES PER NOTES & LEGEND HEREON UPON DEVELOPMENT OF VACANT PARCELS 10 EA. 14 CONSTRUCT CURB RETURN PER STD. DWG. 105 —B WITH DEPRESSION FOR FUTURE ACCESS RAMP 55 LN. FEET N.T.S. TI= 5 R= EXISTING SURVEY MONUMENTATION 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 are shown on these plans and are described as follows: FD. NAIL /TAG L.S. 5280 LOCATED AT INTERSECTION OF ErIWANDA AVENUE AND AMBER LANE. ❑ FD. 1" IRON PIPE TAGGED LS 3002 ALONG SOUTH PROPERTY LINE. u' No. C25828 � � s art Exp. 72 -31 -73 Dated Richard G. Co izoso RCE 25828 lFOF CpV \F0� EXP. 12 -31 -13 Prior to obtaining a construction permit for the project, a copy of the corner record filed by a qualified R.C.E. or L.S. with the County Surveyor for each monument showing the references to be used to reset that monument after completion of the project shall be provided to the City. Prior to obtaining a certificate of completion for the project, a copy of the corner record filed by a qualified R.C.E. or L.S. with the County Surveyor for the resetting of the existing monuments and the related permanent witness monuments after completion of the project shall be provided to the city. BENCHMARK. 10090 A SET 2.5" BRASS DISK SOUTHEAST CORNER OF CATCH BASIN AT THE SOUTH WEST CORNER OF BANYAN STREET & ETIWANDA AVE. 20' +/— WEST OF BCR ON THE SOUTH SIDE OF BANYAN ST. STAMPED "RANCHO CUCAMONGA BENCHMARK 10090 A" YEAR LEVELED: 2010 ELEVATION: 1534.540 NOTE: CONVERSION DATUM. ADD + 1488.50' TO THE EXISTING ELEVATIONS. FOR RELATED WITH THE OFFICIAL BENCH MARK. ELEVATION. DEVELOPMENT RELATED AGENCIES CABLE TV CHARTER COMMUNICATION 7337 CENTRAL AVENUE RIVERSIDE, CA 92504 (866) 499 -8080 ELECTRICITY SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (800) 655 -4555 GAS_ SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (800) 427 -2200 RESIDENTIAL (800) 427 -2000 COMMERCIAL TELEPHONE VERIZON 1400 E. PHILLIPS BLVD. POMONA, CA 91766 (909) 469 -2250 OR (800) 483 -3000 WATUR CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 (909) 987 -2591 WATER INLAND EMPIRE UTILITIES AGENCY 6075 KIMBALL AVE. OR P.O. BOX 9020 CHINO HILLS, CA 91709 (909) 993 -1600 -WAIFR METROPOLITAN WATER DISTRICT P.O. BOX 54153 TERMINAL ANNEX LOS ANGELES, CA 90054 (213) 217 6961 Underground Service Alert of Southern California CALL BEFORE YOU DIG CALL: TOLL FREE 1- 800 - 227 -2600 Two Working Days Before You Dig