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HomeMy WebLinkAbout958 GENERAL NOTES Riw 30. � 30, Air�r - - - , 1. All work shall be done in accord'an'ce with these plans, the City of 12` 16' 18' 12 IM PT PLANS 1 Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar 4' 7.5' 9' 9' 7.5' 4' 0.5' ROVEMEN with and sha1.1 be responsible for adherance to these Standards and Specifications. 2. All pipelines or substructures of any kind, telephone or power poles, ?. T y , ~`} I -r1-- I TRACTNO. water meters, valves, fire hydrants, etc. shown or not shown on these 0.00' 0.29' 0.1't' 0.29' 0.00' �! -rte -n;; plans within the right-of-wa limits or in adjacent areas where 1 1y LEVEL LINE I I I improvement work is to be done shall be removed, relocated or protected t 1 in place as required at no cost to the City of Rancho Cucamonga. 11 1 - -- -- -- 3. Any contractor performing work on this project shall familiarize him- 5 with the Site and shall be solely responsible for any damage to 7CONC. YaLK I 3" A.C. OVER 4'A.B. 4 8" CURB GUTTER 10 11 exisLing facilities resulting directly or indirectly from his opera- 13 14 15 16 17 18 19 20 21 22 23 24 • s.o NOT A PART tions, whether or not such facilities are shown on these plans. 9 12 to VEI<NE (SEE- DRIVE 4. A permit shall be obttined from the City of Rancho Cucamonga Engineering J'!i r -- Department prior to any encroachment or construction within City of 5lIEET 'S ) S R= GO T.I.• 5Z8 FF W Rancho Cucamonga easement or right of way. TYPICAL SECTION_ ��� s'S'EF 25 26 27 28 29 30 ' � 7 ��. lg ! 1.- -S. All grade 'stakes shall be set by the Contractor or Engineer. Paving nw- stakes shall be set at all hinge points, edge of pavement points ti� 5Z 51 50 49 48 ♦1 46 45 44, N within 0.01 foot of sub-grade elevation and at not more than 50 foot CIEUTO ST:, LA MANCHA DR., LA VERN DR ., LA DOHA ��R.t 53 STORM DRAIN g 43 intervals. Additional paving stakes may be required by City Engineer 6 CSEF SHEET 67 as needed at war LA LUNA CT. , LA LANZA CT. , LA CASA CT., LA PAZ CT. FNa� lA CASA COURT ped or vertical curve areas. NO SCALE ' �� S4 63 64 73 74 fE 510E r` r M'LY ELY 5 �., _ 4Z W G� F- 6. All sewer, water, electric, gas, phone or other utility laterals, R!w RAW �, F- +., CC __I W mains , or crossings shall be constructed prior to paving. 33 33 0 55 62 65 72 75 4i o 35 34 11 ZZ VARIES 4 s o � a 33 32 31 i 7. Compaction tests of- embankment construction, trench backfill, com- .4 u �' Q W pacting original ground and all sub-grades shall be performed at no 3 3 LLJ 56 61 Z 66 11 Z,to 76 4D a ,� cost to the City of Rancho Cucamonga. A written report with these 0.5' -, 4' G5' VAR 10' 'MIN. a .- compaction tests shall be submitted to the Cit Engineer for a IhIW. VARIES 4 FPS SEO s J t 36 1 .r prior to the placement of base materials and/or surfacing, pproval 2 57 67 70 \ 6D a 77 31 38 39 -' VARIES Z 80 I a' STORM DRAIN 8. At the completion of paving, a materials report shall be submitted to %J•I* 1.59'i. 3 � ` CSEE SHEET 87 the City Engineer. Lising all tests or determinations completed to S,Q' 59 6b 69 79 CIELITO verify stability oil content and Gradation of asphalt Paving EXIST A.C. PVM'T. \\� li' l CSEE SHEET 43 W _ 5 CONC. i 3" A.C. OVER 4" A.B. E SHEET Z� [IELITQ STREET �`'�' Z ? STREET 9, Prior to installation of any paving, a materials report shall be SIDEWALK 5TA. 20+80± TO STA 24+201' (` v FLOW W submitted to the City Engineer. Listing all tests or determinations �✓-�� Ln completed to verify: R-Value, sieve analysis and sand equivalent of 4 >s"CURB&GUTTER 0 aggregate base. bl 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 01 102 103 10. When improvements are to be placed on native soil which consists of a R, GOT _ _, rocky material, the sub-grade shall- be prepared by removing all rocks TI.•G.0' '--LOT which protrude above the sub-grade and all voids or depressions shall TYPICAL 5 h,�� 3 be filled with it fine grade material of a quality better than the native material. BERYL ST REST_ I NO SCALE t N D E X _ M A P Q��// 11. if the asphalt concrete is to be placed on sub- grade, a soils sterilant 1" = 1D0' registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiy it3aI,C-C. applied at the manufacturer's recommended rate for the full pavement, �t 3 a 6' O.C. width (prior to paving. C" 1F 3 raj IZ' O.C. M.N.R.t.STD.DIG.501 =' S64 3i 9" E.L.TDTAL 4 # n © 12. Estimate of quAtit ities is provided by the Engineer only for the con- • •- - _0145' „(� venience of the developer, the contractor shall make his own deter- ,I• mination of construction quantities before submitting a bid. Any n, i item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the • other iteuis of work. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 r • REINFORCED COWCRETE BOX DETAIL A-A CONSTRUCTION NOTES QUANTITIES shall be constructed at each intersection. SECTION 14. City approval of plans does not relieve the developer from responsibility CONST. j" A.C. ON 4" A.B. , 139.980' S.F. NOTE: DRIYENA`t LOCATIONS WILL M DETERM111E3 for the correction of error and omission discovered during construction. 3 C' iF4 a IZ'f O.C. C _ Q-CONSTVARIABLE A.C. CAP MLU) 14,(,t0 S.FWNEJ AVAILABLE. Upon request the required Plan revisions shall be promptly submitted to4.0 16.0 Q2 & CONST. A.C. FEATHER FOR SMOOTH .IOtN- G.410 S.f. the City 'Engineer for approval. C ALHABRA A-12CG0 446 EYP. JOINT & -CONST. V CURD I GUTTER P'ER CITY STD 'SO'S 8,010 L.F. 15. Work site and exterior streets shall be in a neat, clean, hazard free, �. t9e3,C.0 DR EOUIV. t 44rarim A I ®-CON5T. 4' SIDEWALK AND HANDICAP RAMP PER CIT`I STD. 310 27�83o S.F.©( �'"A "�'� '� _ orderly state, throughout construction. Site shall be cleaned upon _ CONST. CROSS GLITTER SPANDREL III CURB KETURI�IS PER CITY STD. 30a- 3880 5.F. ....- .•...,. _ _ `- _ _ �3, � , request of the inspector. • 1 (ID--CONST. DRIVEWAY PER CITY STD 305 X=3', W AS SHOWN 26,910 S.F. VARIES 4' TO 1' "' I �i ---- p �-CONST. CATCH BA51K PER CIZY STD. 502 W V AS SHOWN _ 8 EA. 16. Contact a] 1 ,11t1lity Companies as required . 48 hours prior to excavation. *-INSTALL MAIL BOICES PER QETP& HEREON - 103 EA. e_p � �I - i 0 -INSTALL STREET LIGHTS (SBOO L) 4Z EA. Provided for our convenience are the following: PARKWAY TRANSITION MAUI D I (� 111,1 _ i MONOLtTH1C @ --INSTALL STREET NRME SIGN PER CITK STV. 401x. ( 401b V EA. y ANCHOR 1 r TTFR 0--INSTALL STOP SIGN PER CITY STD 402 1 EA. _ A. General Telephone (800) 422-4132 &-INSTALL STREET TREES PER CITY STV. U04 2SS EA. for underground service -CURB LINfi (J)--CONST. UNDER SIDEWALK 77RA1N PER CITY STD. 501, IEA. B. Southern California Gas Company (714) 529_2889 B �--tON5T. LOCAL 1vEPRE5510N PER CITY STD. 5l8 D EA. 2191 E. Birch Street (714) 529-7070 o -- IP}--C:0MST. R.C. BOX AND PARKWA`( DRAIN PER DETAIL HEREON Brea, CA 92621 io , - Z5 L� �F --_1N5TALL "STOP°SIGN do I?'WIDE 5TOP BAR PER CITY 5TI A02. I EA. C. Cucamonga County Water District (714) 987-2591 2'11'x 4'x�l4•Y 1'-0" / COM-Fr AWZ55 GV M CITY N10. �2 = GALVA1ItED STEEL ANGLE j� F T 25 LF. 9641 San Bernardino Road C%1 LAN IEA ANCHOR DETAIL STD.501 �1 POSl `�N NOTES Rancho Cucamonga, CA 91730 [0- -REMOVE EXIST. A.C. BERM _ 615 L.F. A MODIFIED PARKWAY DETAIL ff}-REMOVE EXIST. CATCH BASIN 1 EA. I � W> _1 NbVED sem, SEN, o►., P µ,ms R Y 3M-REMOVE EXIST. A.C. DRIVEWAY 630 CA.F. �Q-1 ��� �' �s���'�""� '�t,t� � �,,� • WGt,louc lays jai 1(. iY 1NAGxL f ArSoc.tA'1Zt. 12-12 RFLaATep Pkwy. GRAUJ 0erweJF_- WTT 11 rW VGCH. AaCeW TINE; wrEo c. FINISH GRADE �-REMOVE EXIST. A.C. 36*15 S.F. Y1, /�_,fid e-LAn ­ei� F� c�•� �Z &-ADJUST EXIST. MANHOLE TO ChRADE_ 3 E.A. `�'MAGdt� W.c.rm 4-814 T 4o cA cr.d s�p r,�. ,2 sE� >e: At'- I-24-910 I 1 . M---REMOVE EX15T. CURB & GUTTER __ _ 133 LT O� ` G-�.�'l ® oN s T kIo. , hL50 G 1.II�T 12E>GT ;, i I, i s ' • Pl��ll N►`I 2A f. F � ►nao ��i�w a caa-r� Tcl►e�I o,eoc�,�o >�a�f. 4-2 7 REMOVE EXIST. SIDEWALK _ _ _ - 530 S.F. WNJ UJI luDESCRlF7T10N of REVISION A�'TL Af=PfZb, L_1: ��;,,; 3 C• REMOVE EXIST CONE. DRIVEWAY APTK8k ri _ - ZG0 S.F. Ir r k CONCRETE FOOTING in U3 STREET 1 N CST OF RANCHO CUCAMONGA ' 1! th 12 MIEN. MIN. - : 9f�r` STORM ORMR OUMITES_ PROJECT SITE lu STREET 91yc C / _ IMPROVEMENT PLANS •O� W 2 MAILBOX POST SHALL BE OT TREATED CONST. 24' R.C.P. (1350 D) - 315 L.F. Z REDWOOD OR METAL : �� �C, � �8 / T111CT IDUUDARV I - - CON St. 24- W.C.F. 11500 D) 128 l.F � � TITLE 46" R.C.P. ( 1200 D) -- - 385 L.F. LA VINE SHEET CURB 4 f� �- CONST. 45" R.C.P. ( i40O D)-- _ STREET -� _ 141 l.E Z ' MAIL 8 O X 6U?lER a \ CON 5T. J.S. 'h- PER GIT`( STD. N0. 508, ;-113'. S=51.06'. 11=5831. C=5.30, E=4.IT. L= 3.97'__ 1 EQ TRACT N0. 12930 SASE LINE � 'n AVFNUE No SCALE d1-0 \ry0� �-i� CONST. MANHOLE "A' PER CITY STD. t;0. 510. L•1.25' _ IEA. Z APPROVED BY DATE f/•Z -,SS 3- 'A COAST. MANHOLE "A' SER CITY STD. NG 510. L= 5.50' J '� h _ w } CITY ENGINEER R.C.E. ND. 899 LOT LINE \ i ,pc� Ib CONST. CONC. COLLAR PER 5EICL IIEREUN _ _ I EA. ZUJI DE516N RECOMMENDED F (j)-- CONST. 1.S.'A' PER CITY S?D. %0. 508 C= 113' S=51.CC' R=51.l9,C= 5.30, E =4.15, L=3.C1' I EA. u BOY R • ENGINEERING CO. (0-- CONST. CO" R.0 P ( 1400 D) _ SLI >S. M. 2950 AIRWAY AVE. SUITE B-Z DGA, 1%11-113V 41 CONST J-5 "V PER SIT`! STD_ NO 509. S•C3.00. A-45'. C=4.0'. E=4.0'. L=5.10: R44 19 . I EA. DRAWN COSTA MESA, CA. 92626 SHEET t m►�sr. ,sacs 1. - gZiL t �w- ter&%L a. %4T- ,a.. (7 4) 9 6 6 - 0 5 0 B ®LA M COURT 510W UP _ I �0 VICINITY MAP P.5. n � � CO1.151-. R.G. B+OX FES pET�ll� HER5ot�1• _- -_ - -- ------_ OF V NO SCALE CHECKED DRAWING N0. D BERT D BOYER R.C.E. NO. i)58 CITY DATE •i J:c�1�.' FILE NO. J MIT /00'YC. ON CDMW/NF P•/. /pfd?.AC IIN4A K N0. 3l CHISELED "O ' ON CURB AT NORTH END Of L=96.6C' L=63.33' BERYL ME., IRM 0�2 MO S 6815 ESOUZ 0f 75" DE SI = Sl.tis9' =21.t3' L= 150.02' 7' ELEV. 14*)(..'51 � + r-r-r- L�'i1.8°Y t` i , Y i I - ; nn { 1 , -v { 1 ! , i e , � i } 1 ; s , o � �a t , ; # t 3 C3 131. 5 - __ , i `N Lo � a . 1 I E�iS�C �R+�U � RTN T.�. yz r2 on, J}{ r � 1 �• ,� i 1 11 # 1 - � ` Ij �• R ; ; � + } ; ; i � 1 � � � ._� �. # 1 I 1 1 ; � _, 1 � � Aft afi , 14804 R•a 7r,` \ a } 1 1 e } } 1 3 , e eel 1 - 1 /o ; S + 14 r IQ I # ; , , : 'fib ; � ' R�0 R'CN CU ; ; . s� , 33 -1 } + i � 1 1r< 4 7 \ } low : , , ; , j # i 1 } # 1 , ; 1 1 , 1 1 bb _ \ \ \ i i ; ; ; I i } 1 1 } } i t , --_- - _ . __ yam• tj tl i j j{j 1 Q$y! 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I3' cum � GUT.TER PER CITY STD 303 5 CONST. 4' SIDEWALK AND NAMICAP RAMP PER CITY STD 310. CIELITO {i'��, .S1�i1' dE,PXARD/NO ,l?lOHT7 (� CONST CROSS G1ITTER 'yem REL E cum RETl1RN5 PER CITY STD. 309 5 l CONST DRIVEWAY PER CITY STD. '50S, X 3, W A5 SHOWN 8 CONST. CATCH DASIN PER CIT`( ST4Z 502 W f V AS SHOWN TRACT NO. 018 9 INSTALL MAIL BOXE5 M, DETAIL ON 5HEET NO 1 Cur b cucwE BATA cUFNb CUMIL DATA 10 INSTALL STREET UGIAT5 (560oL) APPROVED I3Y -- " l5 COUST. LOCAL DEPRESSION PER STD. 516 CITY ENGINEER N0. � R � T N0. � R L T RC.E. N0. _ QI 150 41' 54" 21.00' 35.12' 21.02' 6 l.' 51' 20" 302.00' 31=.(,10' 16.35' t CURVE DATA DESIGN 60YER ENGINEERM. CIO, RECOMMENDED Z 64. 33' OB" 21.00' 30.54' 24.55' (.' 51' 20" 338.00' 4I.03' 20.54' MY A R L T 1).M. 2950 AIRWAY AVE. SHITE 13-2 VC-4A 11L1,T/g1f_ 3 41' 3�' 4V" 201.00' 150.40' _1B.61D, I IO'Z3' 31' BZ1.00' 150.OZ' 15.22' l.' 51' MI, 320.06 313.85' 10).45' DRIMN COSTA MESA, CA �2b2(0 SHEET 4 41' 1151 03" 232.00' 161.Z3' 61.44' 11 IV 26' 7W &(03.00' 248.45' IZ4.'J3' 41' 'S1'4cD" 225.00' 11.3.413' 85.54' ( 14) Dt.(o 0130 5 is 02' 16" 243.00' 79.85' 14.94' B' Il' 18" 881.00' IZb.81' 03.51' C 1(.' Z8' ?6" 845.00' 242.0)6' IZZ.3Z' I B Z of • + • , " , e uCHECKED 1�54Z pRAYi1NG NO. 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CATCH BASIN PER C1T`( STV. 50Z vi I� V AS SNOW% 4 LINE " E " CURB CURV E DATA INSTALL_ MALLWYIES PER DETA1l ON SHEET W1. 1 10 INSTALL STREET L1GMS (55130 L ) TRACT NO. 12830 k kN0. � R !` T I 1�° Z4' 5a" Z1.00' 31.42' 22.42' @}-CONST.° J.S. "B" PER CITY STD. NO. 50�, S=Ls.04, 1 EA. APPROVED BY DATE 0 A=25.51 , C- 7.50', E= 2.30 , L• 5.50', R- 64.45. CiTY ENGINEER ? R.C.E. NO' Z 15' 51' IZ" 35.00' 48.834' 75.154' a-C0%5T. ARCH JUNCTION STRICTURE PER 'DETAIL HEREON _ I EA. DESIGN RI-CUKMENJEU 3 3Z° Z5' 75' 11x8.00' c)S.DI 48.84' LONST. 24" R.C.P. (1350D� 5Z L.F BOYER ENGINEERING CO. 4 ZZ1° 31' S0" 38.00Y 15D.00' 'j.M. 2050 AiRWAY AVE. SUITE B-Z �A IttZ 5 low 00' 00" 513.00' 051.152' CUR E DATA ® C-ONSR C_. BOX PEEP ,META/L ON BHT. NO. t DRAWN C STA MESA, CA. °)Z6`E6 CaREET lx 180 00' O4" 10D.00' '1.42' 15.84. ' o ( •(x- 06 1 13' 08, 05" Z41.00' 5(6.63 78.44' N0. R L T l5 CONST. LOCAL DEPRESSION t ER 6TD.516 J g rL V of 18 GOt�ST. ACCESS CL_)Kes �� CI';�! �'it? �h, �b'�__23 .. 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