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Home My WebLink About1918 STREET CONSTRUCT/ON NOTES: QUANT/TY GENERAL NO TES: Awr og TAREE T 1&fPAR 111111110F IV T FPI= A N t. -I-FEWA Y CHURCH 1 CONSTRUCT 3" AC PAVEMENT OVER 4" AGGREGATE BASE (SEE GENERAL NOTES 9 AND 10). 24,825 SF t A// work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards 2 CONSTRUCT 4" P.0 C. SIDEWALK PER CITY OF RANCHO CUCAMOIVGA STD. DWG. NO. 103 4,350 SF and the Standard &ecif` ions for Pub//c Works Construction - current edition, including its annual 3 CONSTRUCT A2-8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA S7D. DWG NO. 104 1,526 LF supplements of amendments Contractor shall be fomXor with and shall be responsible for adherence 4 CONSTRUCT ACCESS RAMP PER C/TY OF RANCHO CUCAMONGA STD. DW. N0. 102 1 EA to these Standards and Specifications DRC 2001 -0439--0439 �5 CONSTRUCT SPECIAL CROSS GUTTER & SPANDREL PER CITY OF RANCHO CUCAMONGA S729. DWG N0. 106-B760 SF 2. A// pipelines or substructures of any kind, telephone or power poles, wafer meters, valves, Are 6 hydrants; etc. shown or not shown on these p/ons within the right-of-way limits or in adjacent areas INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. (PATO FOR AND CODRD/NA IED BY DEVELOPER). 5 £A where improvement work is to be done shall be the removed, rep/aced, relocated or protected in 7 CCM/Sl7rc'UCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA S70 DNS ND. lot, TYPE C, W--35' 36 SF place as required at no cost to the City of Rancho Cucamongaa, 8 CONSTRUCT PARKWA Y DRAIN PER C/TY OF RANCHO CUCAMONGA S7D. DWG NOO, 107-C, W PER PLAN 2 EA 3. Any contractor performing work on this project shall fomiliorize himself with the site and shall be 9 CONSTRUCT 1' WIDE FULL DEPTH AC PAVEMENT 341 SF 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 10 CONSTRUCT PARKWA YDRA/N PER C/lY OF RANCHO CUCAMONGA S1D. DWG NO. 107-8, W PER PLAN 1 EA STREET TREE LEGEND 11 INSTALL R-26 SIGN AND POST PER C/TY of RANCHO CUCAMOIVGA STD, DWG. NO. 401-B. 2 EA 4. A permit shall be obtained from the City of Rancho Cucamonga Pub/lc Warks, Engineering Department prior to any encroachment or construction within any City of Rancho Cucamonga 12 PA/NT "STOP" SYMBOL AND STOP BAR PER CAL 1RANS STD. PLAN A240 & A24E. 1 EA easement or right-of-way. STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE '' QUAN77TY 13 PAINT 4" DOUBLE YELLOW CEN 7ERLINE PER CAL TRANS S7D. PLAN A20A, DETAIL 21 485 LF 5. A// grade stakes shall be set by the Contractor or Engineer. Paving stakes sho// be set at a// VINEYARD A VENUE RHOS LANC£A AFRICAN SUMAC 5' 20' O.C. 15 GA 8 £A 14 REL OCA lE EXIST/NG SIGN. 2 £A hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 15 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 39 EA 50 foot intervals Additional paving stakes may be required by City Engineer as needed at worped PYRUS CALLER YANA or vertical curve areas "AR/STOCRA T" CALLE DEL PRADO NCN 3' 20' 0.C. 15 GA 31 EA 16 ADJUST WA 7ER VALVE TO GRADE 1 EA 6. A// sewer, water, electric, gas, phone or other ut//ity laterals, mains, or crossings shall be 17 RELOCATE EXISTING PoWER POLE AND/OR GUY W/R£ (BY OTHERS), PA/9 BY DEVELOPER 3 EA constructed prior to paving. * 7REES SHALL BE 15 GALLON SIZE UNLESS OTHERWISE APPROVED. 18 CONS7T?UCT DRIVEWAY APPROACH PER C/TY OF RANCHO CUCAMONGA STD. DWG. NOO, 101, TYPE R-1, W PER PLAN 1,105 _Sr 7. Compact/on tests of embankment construction, trench bockfi/l, compacting original ground and a// CONSTRUCTION NOTES FDR STREET TREES- 19 CONSTRUCT 4" P.C.C. PAVEMENT 732 SF sub-geodes shall be performed at no cost to the City of Rancho Cucamonga. A written report with 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WI7N CITY STANDARD PLANS. 20 INSTALL R26 SI&V ON £L£C7RC7L/£R 5 £A these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. .2. PR/OR TO 1N£ COMMENCEMENT OF ANY PLANT/NG, AN AGRONOMIC SO/LS REPORT SHALL BE 21 INSTALL BLUE REFLECRVE HYRANT MARKER PER C/TY OF RANCHO CUCAMONGA S70 DWG NO. 134 4 £A 8. At the completion of paving, a moteridls report shall be submitted to the City Engineer listing FURNISHED TO rHE' CITY INSPECTOR. ANY UNUSUAL TOX/CITiES OR NU7R/ENT DEFIClENaES MAY22 INSTALL MOO/F/ED CROSS GurrER PER CITY OF RANCHO CUCAMOIVGA STD. DWG. ND. 106-A 416 SF a// tests or determinations completed to verify stability all content and gradation of ospha/t paving. REWIRE BACKFILL SOIL AMENDMENTS, AS D£7ERMIN£D BY 7H£ CITY INSPECTOR. 23 COlVS1RUCT GY/RB D£PRESS/OlV FOR FUTURE DRIVEWAY PER CITY OF RANCHO CUCAMC)IVGA S7D DWG NO. 101 4 EA 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. 3. ALL STREET 1RE"£S ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY TTI£ ENG/NEER/NG D/14510N. TYPE R-1, W PER PLAN Listing a// tests or determinations completed to verify. R-Value, sieve onolysis and sand equnrolent of aggregate base. 4. STREET 7REE5 ARE TO BE PLAN7E'D PER PUBLlC IMPROVEMENT PLANS ONL Y. RE/47O VA L NO TES 0 UA NT/T Y 10. Paving shall be performed in occordonce with R-Vo/ue and Pavement tests taken to determine A REMOVE £X/ST/NG AC PAVEMENT 7,300 SF structural sections B REMOVE £X/ST/NG AC BERM 314 LF 11. When improvements are to be placed on native soil which consists of o rocky mafev-i% the C REMOVE EX/ST/NC WALL 165 LF sub-grode shall be prepared by removing a// rocks which protrude above the sub-grade and a/I voids or depressions shall be Ailed with a fine grode materia/ of a quality better than the native material D REMOVE EXISTING PRI VA 7F CC NCR£7E DRIVEWAY 735 SF 12. /f the asphalt concrete is to be placed on sub-grade, o soils sten/ant registered by the E.P.A. for E REMOVE EXIST/NG CURB AND 6UT7FR 6 LF use under A.C. and P.C.C. shall be uniformly applied at the manufacturer s recommended rate for the F REMO VE EXIST. CONCRE7F CHANNEL AND BACKF/LL W/TH AGGREGA TE BASE 435 LF full pavement width prior to paving. CONTRACTOR /DEVELOPER MUST FIRST 087A/N APPROVAL FROM AFFEC760 PROPERTY 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, OWNERS BEFORE REMOVING CHANNEL AND/OR USING AGGREGATE AS BACKFILL. the contractor shall make his own determination of construction quantit/es before submitting a bid. Any Ram of work required by these plans which is not specifico//y listed in the estimate of quantities shall be considered as included in the other items of work. WZ Y EZ Y 14. Street signs per City of Rancho Cucomongo Standard Number 401 shall be constructed at each R1W 66' R1W LEGEND BASELINE RD Intersection. 33' � 33 t 15. City approval of plans does not relieve the developer from responsib//ity for the correction of "- D/RECTION OF DRA/NAGE error and omission discovered during construction. Upon request the required plan revisions shall be it, 22' 22' 11' promptly submitted to the City Engineer for opproval NOT/CE TO CONTRACTORS 20'fAa i L EX/STING CC7NTCNJR s '" _ � i v � � �� Q ALDER ST 16. Work site and exterior streets shall be loot in a neat, clean, hazard free, orderly state, throughoutConstructW ion contractor agrees that in 0.5 Q '� construction. Site shall be coned upon request of the inspector. � � C � 70 8f DUERMINED 6.5� 4• �IN MD BY r"- {r: EXISTING S7REET LIGHT � is: az;�<<v A Q CALL£ DEL W accordance with genera//y accepted "_� a y INsp£cw �. f�I �IVI� ��1Ci(1QQ(f _ Q � �,r � t , 17. Contact a// UtilityCom anies as r construction practices, construction �� 05 4 6.5 J _..>. PROP. S7JP££T V .�,� ,; �,�1 PRADO �. p required 48 hours prior to excavation. Provided for your $-��nd S��Q ors � TREES 15 `� £X/ST/NG MANHOLE convenience ore the following.- con tractor will be required to assume sole and complete responsibility for job site conditions during the cis A. Son Gabriel Volley Municipal Water District (818 969-7911 -�' _ EX/STING F/RE HYDRANTt BALSA ST course of construction of the project, including safety of a// B Mr Bob Sto//ings 2,�' arsons and ro ert that this requirement sha// be mode to c, rt for Base Line Road Construction p p p �' � - VAR VAR - - (18 �V) EXIST/NG UTILITY LINE viv£RO ST sn � 7 CPQ apply continuously and not be limited to norma/ workingV. .., F ate. B. Verizon 1-800-483-3000 hours, and construction contractor further agrees to defend, _ tJ . 2 ew r { indemnify and ho/d design professional harmless from any SAWCUT AND �3 EXISTING UTILITY POLE r y and all liability, real or alleged, in connection with the joIN EXIST. AC 9 EX/STING CURB & GUTTER C. Southern California Gas Company performance of work on this project, excepting /iabi/ity PAVEMENT A - 216 N. Euclid Avenue 1-800-427-2200 Res arising from the sole negligence of design professional. S/ �7-E Ontario, CA 91752 1-800-427-2000 Comm. <wa • w EXISTING RIGHT OF WA Y / A Cucamonga County Water District (909) 987-2591 A!l contractors and subcontractors performing work shown on PROPOSED CURB s � 10440 Ashford Street or related to these plans shall conduct their operations so 9 that em /o es are provided a safe lace to work and the V/NEYARD A VENUE Rancho Cucomon a, CA 9f730 p p p public is protected. A// contractors and subcontractors shall PROPOSED 8" CURB & GUTTER C. Metropolitan Water District (909) 59.-7474 comply with the "Occupational Safety and Health NOT TO SCALE 700 N. Moreno Avenue Regulations of the U.S. Deportment of Labor and with the W Lo Verne, CA 91750 State of California Department of Industrial Relations PROPOSED S7REET LIGHT "construction Safety Orders". The Civil Engineer shall not be F. Ade/phia 800-626-6299 responsible in any way for the contractor or subcontractors PRopOS£D RIGHT OF WAY Portion of Red Hill compliance with said regulations and orders. G. Charter Communications 7 PROPOSED 5/DEWALK/OR/VEWA Y Q 668 Pork View Ct. (909) 98,7 6275 PRI VA TE ENGINEER S NOT/CES TO' CONTRACTORS FOO 7N/LL BL V9 Riverside, CA The existence and opproximate location of any underground0 18. The Land Surveyors Act, section 8771 of the Business & Professional Code, and Sections utilities or structures shown on these plans ore obtained by a NL Y R/!N 25, 30, SL Y R/W �' PROPOSED TREE 732.5, 1492-5, 1810-5 of the streets and highway code require that survey monuments search of availob/e records: To the best of our knowledge, W there ore no existing utilities or structures except as shown shall be protected and perpetuated. 9 p 7' 18' , 18' 1 12' S " ' /t shall be the responsibility of the developer these plans The engineer assumes no liability as to the or others performing the construction exact location of said lines nor for uti/hies or irrigation lines , work to retain a quoli6ed registered civil engineer and/or licensed land surveyor 75 4 0.5 whose locations ore not shown. The contractor shall be 1.5 /+ prior to the start of construction to locate, reference and fi/e the necessaryVICINITY Y lVA l� responsible for notifying all utility and Irrigation companies PROP. STREET 2.0" L-J �/ comer retards with the county surveyors office for survey control points/monuments _. SHEET INDEX N.TS that exist as shown on recorded tract mparte✓ maps, records of surveys and prior to work on excavation to determine exact location of olf aps, , 1RE£S 15 lines affecting this work, whether or not shown heron, and highwoy maps, and may be disturbed or damaged by the proposed construction. " SHEET NO. 1?ESCR/P170N for any damage or protection of these lines. *0.20' PROP. AC BAS After the completion of the proposed construction, said monuments and/or contra/ survey / 1 177L£ SHEET points shall be reset to the new surfoce in accordance with current professional land The contractor shall cull in a location request to £X/STING---\kl surveyor for all the new monuments set. Under round Service Alert (U.S.A.) Phone 1-800-422-4133 CHANNEL ____1.7,9_ LEVEL __ _ U/VE__�7�______ 2 �� 2 VINE YARD AVENUE two (2) working days prior to digging. No construction - � permit issued by Public Works Deportment shall be valid - 2 3 CALLE DEL PRADO involving underground facilities unless the opp/icont hos on inquiry identification number issued by U.S.A. �3 NEW CURB O 1 NEW CURBU3 NO. DESCRIPTION OF CHANGE DATE BENCH MARK.- EX/ST. ACA APP�D CITY OF RANCHO CUCMONGA BENCHMARK NO. 10061 CITY OF RANCHO CUCAMONGA ELEVA 170N.• 1449.338 (1987) CALLE DEL PRADO 2" BRASS DISK /N CONC. CURB STAMPED "CITY OF RANCHO SURVEY MONUMENT NOTE: NOT TO SCALE STREET IMPROVEMENT PLANS CUCAMONGA BY 10061 1987" AT NORrmwsT CORNER of- BASELINESTA. 10*65.00 TO STA. 15*85.92 co ROAD AND CARNELIAN STREET A T END OF CURB RE71IRN. I HEREBY CERTIFY THA T / HA V£ IDENTIFIED ALL SURVEY T1 TL E SHL Y T MONUMENTS OF RECORD 1HA T COULD BE D157VRBED BY M 1-1 THIS PROJECT. ALL MONUMENTS WHICH CURREN7z Y EXIST L/-EWA Y CHURCH IN THE FIELD ARE SHOWN ON 7H£S£ PLANS AND ARE DESCRIBED AS FOLLOWS• RR/VA TE PROPERTY NOTE: DRC -2-001 -0439 3 c� BASIS OF BEA R/NGS >" IP, W17N PLUG AND TAC, RCE 24908 PER PARCEL MAP NOTIFY CALLE DEL PRADO R£S!D£NTS A T LEAST ON£ WEEK PR/OR TO COMMENCING ANY �/, �, �ofEssioN APPROVED BY.•�� /j Sd.- �1�� ..._ DATE r " 14789 C0N57RUCT/ON OF CALL£ DEL FRA 00. ANY PROPOSED IMPROVEMENTS WITH/N PRI VA IF '�I p Q �� PLANNING DESIGN CONSULTATION CITY ENG/NEER RCE 2495.E 1HE BEAR/NG N0072 00 £ FON? THE CENIERL/NE OF VINEYARD A VENUE PER PROPERTY SHALL NOT BE DCIV£ UNLESS PERMISSION IS OBTAINED. REESTABLISHMENT �`� 0 R. 8 �` WILL/AM J. O N£/L - CD PARCEL MAP NO. 14789, PUB 180/1, �14, WAS USED AS THE BASIS OF OF PRIVA 7F PROPERTY SHALL B£ TO TN£ SA T/SFAC77ON OF 1NE HOMEOWNER AND CITY Ll N �P�' '�'cb y� 9007 Arrow Route, #120 DESIGN RECOMMENDED CD BEAR/NGS SHOWN HEREON. ENG/NEER. IF THE CURB AND GUT1E'R ON 1HE NORTH SIDE OF CALLE DEL PRADO $ � � Rancho Cucamonga, CA 91730 OL W fJ' `0 1-1 BLOCKS DRA INA GE, CONTRACTOR SHALL INSTALL GRA7ES AND PARKWAY CULVERTS AS &.0 Exp. X (909) 948-3450 3 D/RECIFD BY THE CITY INSPECTOR. ACCESS SHALL BE PROVIDED TO CALLE DEL PRADO "�' I I , FAX: (909) 948-2750 DRAWN Land Planning ,n c AND A VILA A VENUE RES/DENTS A T ALL TIMES. Civil Engineering 9rF I V 1� �� WE , ofCD Land Surveying Op GA1-�F l��Z,v3 CHECKED DRAWING NO. 191 C3 DON BROOKS, R.C.E. 41829 EXP. 3/31/04 DRB Ca s 0 FU7URE CURB `9n I ? R�IURN 99.10FL- 1 .. I R= MUR 8" CURB F SCALE- 1 "= 20' CURVE DA TA PRI VA TE' PROPERTY NOTE': N077FY CALLE DEL PRADO RESIDENTS A T LEAST OIVE WEEK PRIOR TO COMMENCING ANY CONSTRUC770N OF CALLE DEL PRADO. ANY PROPOSED IMPROVEMENTS W THIN PRI VA 7E PROPERTY SHALL NOT BE DONE UNLESS PERMISSION IS OBTAINED. REESTABLISHMENT O' PRI VA 7F PROPERTY SHALL BE TO TWE SA 77.fAC1701V OF TWE HOMEOWNER AND CITY ENGINEER. IF TWE CURB AND GUT7ER ON TWE NOR7W SIDE OF CALLE DEL PRADO BLOCKS DRAINAGE., CON 7RACTOR SHALL INSTALL GRA7ES AND PARKWAY CULVERTS AS DIRECTED BY 7HE C17Y INSPECTOR. ACCESS SHALL BE PROVIDED TO CALLE DEL PRADO AND A VILA A VENUE RESID£NrS A T ALL TIMES. DEL TA RADIUS LENG7W TANGENT 1 1627954" 38.00' 107.66' 244.41' 2 15V0'00" 112.00' 29.32' 14.75' PRI VA TE' PROPERTY NOTE': N077FY CALLE DEL PRADO RESIDENTS A T LEAST OIVE WEEK PRIOR TO COMMENCING ANY CONSTRUC770N OF CALLE DEL PRADO. ANY PROPOSED IMPROVEMENTS W THIN PRI VA 7E PROPERTY SHALL NOT BE DONE UNLESS PERMISSION IS OBTAINED. REESTABLISHMENT O' PRI VA 7F PROPERTY SHALL BE TO TWE SA 77.fAC1701V OF TWE HOMEOWNER AND CITY ENGINEER. IF TWE CURB AND GUT7ER ON TWE NOR7W SIDE OF CALLE DEL PRADO BLOCKS DRAINAGE., CON 7RACTOR SHALL INSTALL GRA7ES AND PARKWAY CULVERTS AS DIRECTED BY 7HE C17Y INSPECTOR. ACCESS SHALL BE PROVIDED TO CALLE DEL PRADO AND A VILA A VENUE RESID£NrS A T ALL TIMES. SB k n � Land Planning Civil Engineering Land Surveying R Q0 �G i � No.41829 N Exp. 3/31/04 CIV Ie- ,P/, N0. I DESCRIPTION OF CHANGEI DATE I cm AVPROVEO CITY OF RANCHO CUCAMONGA STREET /MPRO VE"MENT PLANS CALLS DEL PRADO STA 10+00.00 TO STA 1 Ff8O. Jl APPROVED BY PLANNING DESIGN CONSULTATION CITY ENG/NEER 9007 Arrow Route, #120 DESIGN Rancho Cucamonga, CA 91730 DLW (909) 948-3450 FAX: (909) 948-2750 DRAWN ��' JIIN"&' l/ Ile 03 DON BROOKS, R. C.E. 41829 EXP. JIJI/04 WGE CHECKED DRB WILLIAM J. 0 DA TE��U` RCE,# 24953 OF �— DRAWING NO. 0 � 13_� (y) 0 O LD Q ri F- 0 0 0 0 0 eD i L3 q 0 0 0 q REMO VA L NO TES p REMOVE EXISTING AC PA VEMENT B REMOVE EXISTING AC BERM C REMOVE EXISTING PCC WALL @D REMO V£ EXISTING PRIVA 7E CONCRETE" DRI VE -WA Y E REMOVE EXISTING CURB AND GUTTER F REMOVE EXIST. CONCRETE CHANNEL AND BACKFILL W M AGGREGA TE BASE. CON7RACTOR / DEVELOPER MUST FIRST OBTAIN APPROVAL FROM AFFECTED PROPERTY OWNERS BEFORE REMOVING CHANNEL AND/ OR USING AGGREGA TE AS BACKFILL. SB k n � Land Planning Civil Engineering Land Surveying R Q0 �G i � No.41829 N Exp. 3/31/04 CIV Ie- ,P/, N0. I DESCRIPTION OF CHANGEI DATE I cm AVPROVEO CITY OF RANCHO CUCAMONGA STREET /MPRO VE"MENT PLANS CALLS DEL PRADO STA 10+00.00 TO STA 1 Ff8O. Jl APPROVED BY PLANNING DESIGN CONSULTATION CITY ENG/NEER 9007 Arrow Route, #120 DESIGN Rancho Cucamonga, CA 91730 DLW (909) 948-3450 FAX: (909) 948-2750 DRAWN ��' JIIN"&' l/ Ile 03 DON BROOKS, R. C.E. 41829 EXP. JIJI/04 WGE CHECKED DRB WILLIAM J. 0 DA TE��U` RCE,# 24953 OF �— DRAWING NO. 0 � 13_� (y) 0 O LD Q ri F- 0 0 0 0 0 eD i L3 q 0 0 0 q