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HomeMy WebLinkAbout2143 6TH STREET A V E GENERAL NOTES V E N1 • All work shall be donein accordancewith these plans. the City w of Rancho Cucamonga t o r the Standard Specifications Z W P1ANW > r Public rCtructl n - current n. including itTR E E T lmpn VEMENT annualsupplementsfamendments. Contractor shall familiar0LOCATION EEL Z i n shall responsible r adherence t t Standards01 7y JF and Specifications. RANCHO= RANCHO CUCAMONGA 2. II pipelines or substructuresf any kinds telephone or power P A R C E L M A P 17939 4TH STREET poles. water meterse valvesv fire hrtw etc. shown or not shown n these planswithin the right-of-way limits or in adjacent h r improvement r is to be done shall be the removedv replaceds, relocated or protectedin place a required t no cost to the City of Rancho Cucamonga. NTERSTATE 01 • Any contractorperforming r n this r j ct shall familiarize 1 himself with the siten i I be solelyresponsible for any .....,.....................................................1_.............................. .....,.. damage to existingfacilities Iiti resulting l directly yr indirectly ct Y .fi . . fromi rat i n . whether r not h fa I I I bar shown �. F 'n t plans. ,5 ,2 .. .... ESTIMATED ® ® ..... .r.."...: ..^A� ................... :. ...........,..., • permit shall obtained r h City RanchoCucamonga ............ . .. . IT ...... . .... CONSTRUCTION TI ® Engineeringr n prior t nencroachment .... , . 2930 SF construction within In any City Rancho Cucamonga easement .........A F (D CONSTRUCT TUCT "RIGHT TU LANE C CITY STD 11 � right-of-way.- ay. CONSTRUCT ` PGG CURB TYPE A1 - PER RC CITY STD 104 182 LF .. 50 SF All grade staleshall the Contractor r Engineer. F� .... 7 ® .... CONSTRUCT CURVILINEAR PCC SIDEWALK C CITY STD 1 ..................... . .......:. ::::::::::::::: « ::::..: _ _ 1 , THICK T THE LOCATION OF EEG ACC ............. .. ..vmnt . .......................Paving stakes al t t II hinge Int o a :. 100 SF int within 1 foot f - radelevationand at not more CONSTRUCT CONTIGUOUS PCG SIDEWALK TY ' PER C CITY T 101. 10than t intervals. Additional pavingstakes y b required y City Engineer as needed at warped or vertical curve areas. EA ,� � V ; � CONSTRUCT MODIFIED PGC DRIVE PPR CH. IT 1 ctr i c. ga . phone r other utility I at ra I _.................: PER C CITY STD 101 . TYPE ' C' . W=35' -sR1 =6-5' v R2=18' • iI r. waters sinst or cr ins ll c n truct d pri r to paving. F �-^ CONSTRUCT LIMITED ACCESS CURB PER RC CITY STD 105-C 36 LF 7. Compaction tests of embankment constructions trench bacKfillw VE EXIST DRIVEWAY 1 EA compacting original ground and all sub-grades shall be performed91 L OV EXIST CURB GUTTER t no cost to the City of Rancho Cucamonga. A written report with PLACE STREET TREE PER PLANTING SCHEDULE AND NOTES ON SHEET 1 3 EA these compaction tests it be submitted to the City Engineer for approval prior t t placement basematerials and/or surfacing. PROVIDE 16000 LU HPSV STREET LIGHT. INSTALLED SOUTHERN CALIFORNIA EDISON (SCE )9 PAID AND COORDINATED BY DEVELOPER. • At the completion vin ee a materialsreport shall be submitted . . SCALE: 1 "�50' 1 CONSTRUCT CURBSIDE DRAIN OUTLET P CITY T 107-A 1 EA t t City Engineer. Listing all t t rdeterminations completed t verify y to lilt it content andgradation f asphalt pavin • 1 REMOVE AND RECONSTRUCT AC PAVEMENT (MIN °' G A 7 OVER 6" AGGREGATE BASE PER RC CITY STD 100-A) • Prior to Installation ny p vin . a materials report shall b INSTALL FIBER OPTIC CONDUIT PER CITY STD 135-137 submitted t the City Engineers listing all tests or determinations 1 RELOCATE EXIST EDISON VAULT PAID AND COORDINATED Y THE 1 EA completed to verify: -Valu . sieve analysis and sand equivalent DEVELOPER. base.of aggregate HAVEN AVE R'�Y 1 CONSTRUCT 8" PGC CUR GUTTERTYPE 'A2-8' R C CITY T 1 1 L 1 • vin shall p rf r i ccor anc i th -Va I u nd ` o,•o' Pavement tests taken determine structural sections. HAVEN AVE ' 1.0' 0°0' i ' 'L Y e e e /W 11 . When improvements ar to be placed on native soil which I 13.0' 40.0' 11.0' G.5' j ! 101 .0' i consists of a rocky materials the sub-grade hall be prepared I MEDIAN REMOVE EXISTING10` ®.0' I , CURB AND GUTTER g 2' ' I y removing all rocks hick protrude above sub-grade and , ° n rad I ��� E AC PAYE ep CURB ox � I ' all i rdepressionsl l fi I I d It a fine g 2 SA CUT 13.0' 40.0 matetial quality better than thenatio trial . I -- �__-_.__ T ��__ __ z•o ± ��� --:-- --- —�._._..`.._._.....___��__.. ..�. ...__._.._ 2 o I MEDIAN � e ; " CURB 12. f t asphalt concrete i to b placed n sub-grad@® a s IIs AC PAVEMENT ® PCG _ EX AC PAVE � RECONSTRUCTION I GUTTER •Q • i ster I l ant registered y the r use under A.C. and P.C.C. e" PCC SIDEWALK i 2.0'7« ±——�-� 2.07 ± -•-= ' recommended LONG shall uniformly applied at maufactr r s reCo rate for the full pavement wi t prior to paving. PROPOSED T INDEX ® SECTION EANDRIG - 1 Estimate f quantities i provided b t Engineer mth r y for TYPICAL SIDEWALK T 1 TITLE I I ITV convenience of the v l r. the contractor shall make his own GENERALRIGHT TURN LANE HAVEN AVE NOTES9 CONST NOTES determination f construction quantiti s before submitting bid. T. I . = 9.0 SHEET 2 - HAVEN AVE Any Item of workrequired by these plans which is not specifically N.T.S. T. I . = •0 IMPROVEMENT PLAN listed in the estimatequantities shall be considered as included N.T.S. ° items f or •h other ALK T SHEET In - SIGNING EXISTING U T TION ILI ISTRIPINGL 14. Street signs per City of Rancho Cucamonga Standard Number 401 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD• 114. APPROVAL O THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS BASISI SHEET 4 - TCOSECTIONS hall b constructed t each Intersection. MONUMENTS OF CD THAT COULD BE DISTURBED Y THIS G• NO PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN SHALL BE MADE IN THE FIELD AND ADJUSTED BY THE PUBLIC WORKS INSPECTOR BASIS OF BEARINGS IS THE CENTER LINE 15. City approval r l plans s not relieve the developer from THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS OF HAVEN AVE AS N00019' 00"W PER P. M. responsibility r th corr correction trot and omission discovered F LL THERE ARE EXISTING MONO ENTS T DISTURB D. INSPECTOR SHALL NOTIFIED A INI U OF 4 HOURS PRIOR TO ANTICIPATED 9498. P. M. B. 102/2Xi - urin construction. Up request the required plan revisions FIELD INSPECTION IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE iI Pr tly r t t th It n in r r appy I . C C CONCEPTUAL SIDEWALK LAYOUT PLAN TWO SETS shaF RED-LINED PLANS DATE • HO IG THE PROPOSED CHANGES SHALL SUBMITTED AT THE SAE TIME kept in a nat. Ian. hard S7/L. GOODMAN R-C• 500 TH4HOUR NOTICE IS GIVEN TO THE CITY. 1 ® Work r t shall N(4,2850U ' frees orderly states throughout construction. Site shall be cleaned G ATI I 3-31off -08 request f the inspector. MONUMENT 17. Contact all Utility Companies requiredv 48 hours prior t excavation. 1 • EXISTING MONUMENTS THAT ARE FORESEEN TO BE DISTURBED. REMOVED � PAVED OVER SHALL BE TIED OUT (OR CHECK OF EXISTING TIES ). AFTER CITY TCUG VALLEY DISTRICT DATE iAPPRO: DESCRIPTION OF REVISION V ED T L � V I800-483-3000 TBOTANICAL C I G CIN SPCI I QTY WITH A OVUM NT SIMILAR TO THE ORIGINAL. 1 &10 - N"O"A . T GA PAY 0 ®427- 000 'ELECTRIC* . CALIF. I800-684-8123 HAVEN AVE MAGNOLIAGANIFLO CN 0Q. C. MONUMENTS. ECO WHICH ARE MISSING DURING 'MAJESTIC SGAL 3 EWER: REPLACED AND TIES PROVIDED AT THE END OF CONSTRUCTION ACTIVITIESTREET PLAN AND PROFILES.• T. V. CABLEas CHARTER CABLE 909-987-6275 . BENCH MARKS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE H A V E f N& E A%V E NNA U1 E NOTESFOR STREET TREES REPLACED WIT A MONUMENT SIMILAR TO THE ORIGINAL IN CONFORMANCE WITH LEVEL OF CIRCUITRY. LEVEL CIRCUIT NOTES SHALL BE SUBMITTED SOUTH OF SIXTH STREET 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE ITH CITY STANDARD PLANS. TO THE CITY ENGINEER FORAPPROVAL. PARCEL MAP No@ 17939 . PRIOR TO THE COMMENCEMENT F ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL BE UIHD TO THECITY INSPECTOR. ANY USUAL TOXICITIES O NUTRIENT DEFICIENCIES BENCH ARK 01104 APP V Y ATE _ ergroun Service ler Y REQUIREBACKFILL SOIL END ENTS. S DETERMINED Y THECITY I 1 " ROUND HEAD BOLT IN ECTO • CITY ENGINEER •C• • • NED APPLICANT ` DEVELOPERCONCRETE CURB STAMPED DORE ESIGNIQ C ery ®o . ALL STREET TREES ARE SUBJECT TINSPECTION AND ACCEPTANCE BY THE ENGINEERING ROCK-HAVEN. LLC S. B. C. B. M. 01104 AT THE SFH G ° Coll : TOLL FREE DIVISION. PARK PLAZAv STE 540 N. E. CORNER OF ARROW DRAWN ASSOCIATES SHErT 1- IRVINE. CA 92614 ROUTE AND HAVEN AVE. 4 TT TREES ARE TO PLANTED PER PUBLIC IMPROVEMENT PLAN ONLY. SFH OF 227-2 0 949-476-6828 DOUGWASOO. GOOD AN DATE ING . ELEV. 1160. 201 CHECKED RCE ® - 1-2008 2143 DLG (909) 242775 CLTO . CA 92324 WORKINGTWO DAYS BBFORB YOU DIG .......... ............ .........../.................................­.................. �,/........../...... ............ .. ............. .. .............. ........................ ............................. ...................... .....................--------------0......................r_�..... IIIII ............ ...................................................................... .... .............................................................. ............................. ..... ............. ........ ....... ............. ....... .. ........ .......... 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I .............z........TWO WORIUNG DAYS MFORE YOU DIG RCE 2 3-31-2008 ------- LG (909) 824-2775 4 3 ----------- 20+00, 00 HAVEN AVENUE ........ ............... .......... 10+00. 00 SIXTH STREET ............. ....... ................ ............ ...... ............. ............. ............. ............. ...... ................. ...... ............ ...... ................. ...... .......... ................ ....... ....... ........ ........... ...... ........... ............. ......... ........... N00019100 W17 15 DRWY 16 14 12 ......13 EXISTING STRIPING 18+40 INSTALL R10 (RT ) -9" SIGN AND POST ................ ........ ....... .............................. ............ .......... .......... .......... ...... .................. ............................ .............................. ...... ....... 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PL PAINT TYPE VIIV ARROW MOE EXST ' SIXTH ST1 IN -p ]VI 3 9 SCALE 1 "= 30' 30 0 30 60 9 CITY DESCRIPTION OF REVISION DATE APPROVED L ICR 1k 90% `Al "NOM A OF "'AN MU UUU MU U , T U SIGNING AND STRIPING PLAN )FESS/01" L I A "a OE i'X ", 0, HAVEN AvENU 0, No�28500 Z SOUTH OF SIXTH STREET - 1- 1B PARCEL MAP Noe 17939 0330' ROW2007-00257 k c1 DATE Wd7 l 7 APPROVED BY Z ji I i� / BENCH MARK 01104104 eja RENo. 23889 CITY ENGINEER 'j- -q- /,/Zz,2 — .C. . 1 " ROUND HEAD BOLT IN DESIGN RECOMMENED unaergrouna Service Alert CONCRETE CURB STAMPED S. B. C. B. M. 01104 AT THE SFH ASSOCIATES SHEET ORE 0 N. E. CORNER OF ARROW N FREE ROUTE AND HAVEN AVE. FH Cell : TOLL DATE RAWING NO. DOUGW. GOODMAN D 1-800 ELEV- 11 60- 201 CHECKED RCE 0, 3-31-2008 2143 227-2600 ) 824 COLTON9 CA V�4 DLG (909 —2775 ------- TWO WORENG DAYS MF ORE YOU DIG ---------- HAVE V 1011 HAVEN AVER/W 2' 1011 1070 11 1070 GRADING921 2' 11 ' GRAD I G PER HAVEN EXIST ; ca AVEOFFICE r v AVE OFFICE PARK MEDIAN EXIST V T L EXIST EXIST a. ~ GRADING PLAN ®a PAYE EDIAN ,� J X C G PAVE REMOVE J �- ��_ 1065 E G G 1065 � 1065 _--__.�---__1� 1�2 2y� - � 1a�5 0 --—. x' (2. 1 %) -__ — °> � W PGC PAVE PCC PAVE W 1060 1060 1060 1060 0 25 50 75 100 125 0 25 50 75 100 125 14+00 14+95 . 82 SCALE H : 1 "=20 ' SCALE H : 1 "=201 V : 1 "=4 ` V : 1 11-4 ' HAVEN AVE / 1 1 ' HAVEN R/ AVE ' 101 ' 1070 2' 11 ' 1070 92' T GRADING PER HAVEN, 2' . J - ~ AVEOFF I PARK C: EXIST M G A 'I G PLAN .Q MEDIAN EXIST REMOV o EXIST u- Cn PAVE C: 1065 MEDIAN EXIST REMOVE tn 1065 1065 �� EX G G 1065 X2. 37) p PAVE EX CG ° GRADING PER HAVEN � -- ""—— r __._�"` -----_. U __J ��� (2. 1 %) AVE OFFICE PARK w � __. --- > - ---- GRADING PLAN � -- `� PCC PAVE5= PCC PAVE -- W 1060 L 1060 1060 1 1 1060 0 25 50 75 100 125 0 25 5 0 75 100 125 13+50 14+50 SCALE H : 1 "=201 SCALE H : 1 "=20 ' V : 1 "=4 ' V : 1 "-41 DESCRIPTION CIF REVISION DATE APCITY PROVED C I TY OF RANCHO CUCAMONGA CROSSSECTIONS Lao, HAVEN AVENUE No. "M SOUTH OF SIXTH STREET 2.8500 - 08 PARCEL MAP No. 17939V Unaergrouna Service Alert BENCH MARK 01104 APPROVED BY T �pORE y 1 " ROUND HEAD BOLT IN CITY ENGINEER . . . No. 23889 'vv CONCRETE CURB STAMPED DESIGNa a I=aho 3m ECO y ° Gal I : TOLL F S. B. C. B. M. 01104 AT THE SFH 69 1-800 N. E. CORNER OF ARROW DRAWN TVASOCIATES H 227-2600 ROUTE AND HAVEN AVE. SFH 4 OF 4 w c� DAYS BBFYou DIG ELEV. 1 1 6 0. 2 01 CHECKED C 0OUGL . aGODMAN-2 TE I NG NO. TWODLG ( 0 ) 24-2775 C LT . C 92324