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HomeMy WebLinkAbout834 O BENE14MARK GENERAL NOTES CNN. '0' ON TDP OF WENT LURD DF ` ARCHIBALD AVE. , 40' t NORTH OF C.L. 1. All work shall be done in accordance »•ix:: these plans, the City of �. VILTORIA. Rancho Cucamonga Standards and the Stcncard Specifications for Public Works Construction - current edition. �.. ntracter sr.a_, be iami:iar .ELEV1429. 55 o =- - with and sh:'li be responsible for adherence to these Standards and -Specifications. 2 All pipelines orsubstructures of any kind, telephone or power poles, I i i I i water meters, valves fire h drants etc. shown r not shown ontheseo { ! ! i I i i 1 I I ;I I iii i I i I plans wit hin the right-of-wa _ in adJ acent areas wherey limits or improvement work is to be done shall be removed relocated or protected i in place as required fired at no cost to the City of Rancho Cucamonga.a. b : ZQ• .hi. ; I ! J i i i i I i I ; i I i I I i 1 i ; 1 ? I 3. An contractor J1 P. ' 29.13 I . , _ J_ - - _ - i performing this project I I y g work on p J t shall familiarize him- self with the site and shall be v0'{�L I j j { solely responsible for any damage to : I I i i ) existing facilities resulting directly or indirectlti froz his opera- tions, Z1.59' P g I I I ! tions whether or ! I i 1 not such facilities are shown on these plans. Li c r I t i t ` 1 ; { + e • _ � ,.-.' i • , � ': ; , ! ; i ! ; - - I , ! -1.. ! � i t .. -.I - i - -i i -� .. i -.i ( ,. 1 _.-1.. _.j -�-? ..1 ..-_-! • 6 _ J.._ ._i. __ - < d o G W N 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Q- td ,f` I I De artment riot ! o m OG _ ; _ 1 P p to any encroachment or construction within Cit of c a- o "' fie-m g �" Rancho Cucamonga easement y a '� Q • • N + N N I i i i + or right-of-way. y. : g g t-of-w I i a i i ' $ � - ' _ l _ _ 1. I _ _ tLty. X410 N _ - -- _ -i _. __ > _!-- _ _ _ _ _ - i W • C' (0 N I a P1. : 1424."i2' i i I i i ! I i i L ! t i 1 _ i j 5. grade stakes shall be set by the Contractor or Engineer. Paving ' 11 � A g be set at f I ; 5197, stakes shall all hinge points, edge 1 � i I j _ I i o pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot f i i i intervals. Additional ! 1 ; paving stakes may be required by Cit} Engineer r ; , p q p I I ! as needed at warped or vertical curve areas. i 1 1 i .. ..�- -i !. s ! i ! �;. i 1 -, � R•� � :. ! d w � .I _.._s _. � _-.i i ....._.� ..... -. I : i I i I i I I : Q i 9 . g ; T r ! 1 ; i 6. A sewer, water, electric, gas, phone or other utility laterals rj 442� LLL■. , 1 • b ni IDD V:C. mains, or crossings shall be constructed prior to paving. ; id9�'13 P.I. i42B.9O i i p g. i ti P.1. i41�i.0'i, i , ! I i 10 1 C3o �•, }� i i # _ i _.. i ' I ! I _ I I 7. Compaction tests of embankment construction, trench backfill, com- {1 _ l' g o -� i { I pacting original gtound and all sub-grades shall be performed at no _.� . _. ,. ; } .,- r :. - 1 i l... ._t _.!.___,-+ -. . . _. -. j 7 ._i _. -. !. -i _ .._ _). -_ ...1 _ '. ( l i �, ,�► i a cost to the City of Rancho Cucamonga. A written report with these La wC1 N v _ �+ i �'' 1 i r� cor:paction tests shall be submitted to the j - o �' �„ I v I �`. - -I Cit} Engineer for approval c" r C rn r �i(1P h1DEWAlIl e1 1 prior placement of base to to the i pat i I = _ I. _ i L. - _. __ i- _ _'__ P ti __ _- P P materials and/or surfacing. 1 a - C4 e-JN . QC%J N ,� - - W .� 1413. - L f BEV. t4�D d T `► > Ian, Q N w 8. At the com letion of paving, a materials report shall be submitted to ■.�- { - C LJ .A P ad 4/4 4/, a,/, afd a v P.J. 1420.50 :•Z ._r �? p ,C i the City Engineer. Lising all tests or determinations completed to C:iO- I 3a�I ! _ Q �, v . Q i 1 rr; - veri stability oil content and Gradation o: asphalt Pav9rt C3 ? v � g �, �r 1 fv 9 L6 �� ,r v � + 9. Prior to paving, a materials report shall n installation of any avin a v off+ b '^ ►1` i I I j submitted City Engineer. Listing all or determinations . N Q _ tted to the tests j i I i coma l I �� , eted to verify R-Value, 5leve analy515 and sand equivalent of tLtY. 1415 ,� g C3 W i I �. - � i IIFV. I�4 5 aggregate base. s -�- o N o N I > : 13an+r. I j N s G ,r 10. When improvements are to be placed on native soil which consists of a ,_7�i7 �f•Il.trocky material, the sub-grade shall be prepared by removing all rocks IIIb' . - I 1 ( __- f i 1 -i i -, -. 1 - j e3 which protrude above the sub-grade and all voids or depressions shall RI • 141A.V7 : PI. 13.24 ; i be filled with a fine grade material of a quality better than the nativA 1q .J _ _! t i I ' I i U- ,e• Q. o ;a I i i { ! j material. : ELE'V. 1429 - � - ELEV. 1429 c , ,c lI. If the asphalt concrete is to be laced on sub- rade a soils sterilant N ,t` r I ! a P P S d ? 1 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly • �� S�' Q � � iI N � ; ! , ' 1 � Q y ? � Q i - ii j �_ . - j ._� applied at the manufacturer's recommended rate for the full pavement Lr PAPWD' 4 LY' O0 Ut �, �4 width prior to paving. : 01 , � Q K+ Q + 12. Estimate of quantities is Provided by the Engineer only for the con- 4' on- i m -I z ,c v , v 3 v `� _ 1 venience of the developer, the contractor shall make his own deter- i c Q � N w ?7�0( :'f� • ��� ELEVmination of construction quantities before subritting a bid. Any 0' o d"/ c a:d.�d i g M C- .8 � L _ - item of work required by these plans which is not specifically listed ! I I ; i '�' �- in the estimate of quantities shall be considered as included in the : I 5 i 7 a ; } i 1 i i f++ Q M �i` �i i Q _ PR�FIIE �iCAIE• I I other items of work, , 1 I HDR 1":40' + , a , T1TF Of b)DEWAt1/ Cit of Rancho Cucamonga Standard Numbers 401 Street signs per and 402 t i i 13. S v C : VERT 1"• 4' i l g i ; shall be constructed at each intersection. i I i i 1-J- ; t - _ : w PLAN 'SCALE- 14. City approval of plans does not relieve the developer from responsibility' for the correction of error and omission discovered during construction. 1" 40' Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. � 15. Work site and exterior streets shall be in a neat, clean, hazard free, Q W orderly state, throughout construction. Site shall be cleaned upon QL request of the inspector. ti W w TAI 16. Contact all Utility Cornnnles as reguired ,_ 48 hours prior to excavation. YV`Zrz r r C t>LLJ A. San Gabriel Valley Municipal Water District V", Mr. Bob Stallings (213) 969-2718 EXMT. IMPRIIVEMENT'i PER NTREET PLWO111 OC �„ ti EXIST. IMP PER 'STREET PLAN �► 550 3 fcr Base Line Road construction t 7 q QIP .c c, W N ,y� .�O B. General Telephone (SCO) 422-4132 F- `\ = I I ` =' 'a t for underground service \�' - C. Southern California Gas Corpany (714)..529-2889 SCALE V:4131 '_ _ ��ti . rr - q.LT. - ( ) 2191 E. Birch Street 714 5.29-7070 W W- W - yJ .. W - _ Brea, CA 92621 EXIST. B" WATER MAIN 15' N. OF C.L. :- VICTORIA 4 N �' `r N 89.42' 59"E 4 PROPOSED ED>;E OF PAVEMENT 1iTREET a` �+ K (I _ D. Cucamonga Count^ Water District (714) 987 2591 -f t " 9641 San Bernardino Road �-- Ran'.. Cucamonga, CA 91730 1PAC fc, E. Metropolitan Water District (714) 593-7474 ` OQs W -� -- - - - - - -R ADD- - - -- _ --.. _j .. - - - ------- - - -- - P.O. Box 5 153 I tr�J\� •f` 609.91' -- -- •t _ -� Los :�n:_eles, CA 9CC54 A " R/W R/W _ - F. : aci:is Telephone Cor..panv (714) 999-5639 3 0 'ETKI. IMP PER itKtt I PLrW�437 R _ 10, v 113' 5MEWAIK EA�,EMEUT cr. �o T r' , TCI' SIDEWALK EASEMEIJT 10 v 93 rdL i u�~ __ ; r O i CC Li-J � 4C 'r tAK d '-.,ti Q Orf` � •-•1 _ ' •W ~`` CURB RETURN DATA c �� ~`Cz z 13 c to ra �' Qg c r � o' W Q o CN L : 90, 00'111" �^ TX Q c N W, c z wlP 3 REDESIGNED A111V 0"T. 3) AND ADDW BENCH MARK 1510•84 R 35.L17�0' CURB RETURN DA1 g (CURB RE11lRN DATA " " �.' -� RENAMED INTERIOR hTREETS (SNT.S 3.4.r C3 L 5 4.98 - -- 1fe 1 ' Z . "514-154 T 35. DO' A: 90'017'00" A: C)D' D0.00" R' Z7. OO' R: 27, OO' Q RELOCATED CATCH WIN ON ARCH115RLO I CHANGED 3.21.•84 L: 42.41' Q3 L: 42 AV tiTR. AT ENTRANCE ST. UN VICTORIA. NIIRTI4 R/W Anvil R/W T: 21. 1313' T: 27.00' DESCRIPTION OF REVISION DATE APPR'D fO' 33' 3'3• 1�• CON�TRUCTID�1 NDTE�i� DUANTITIB /OFF KITE TMP ONLY) CITY OF RANCHO CUCAMONGA �W. E4MT. h.W. EhMT. - -- � P'RIIPtiSFD.i EXIST. IMP. PER STREET Pt ' PLAN Ek PROFILE : • 821 5' O CONSTRUCT A.C. PAVEMENT PER TYPICAL 4UTTE114 N4 DBERIPTIDN aUANT. VAR. !LY P.) CNP) _ 11' J 1' ,' iB' 11 ' VARTE5 O COOT. 13 P.L.L. CURB i GUTTER PER CITY STD. 303 1 A.C. PAVEMEMT "A.11 OVER A.B. 27.341 h.F VICTORIA VREET •�i'lY SIDE (TV P. (TYP) O CDNhT. MEANDEIRING SIDEWALK PER CITY hTQ 3134 2 8" P.C.C. CURB 1 GUTTER 1,212 L.F. FROM ARCNIBRLD AVENUE . E'LY 2'MAX. Q2t'' 048 1].5b' O.Sp' 3 P.C.C. SIDEWALK 5.820�4.F. \C �_ LEVEL LINE rMAX' ''�ti-a" 3 '!� O CONST. P.C.E. SPANDREL i GUTTER PER CITY STD. 3138 tMDD) (X-I'N'lY)i(x:11'i'LY) TRACT NQ 12320 _ --�_ ,,, :"' ?:� 4 PLC. CROSh GUTTER i tiPANDREL 'T6'►S.F. �-�- _"''"` '� •F' O CONST. HANDICAP RAMP PER CM 'iTD. 310 5 HANDICAP RAMP 3EA. APPROVED BY: DATE: -� o 114 t3 CIINST. STREET LIGHT PER CITY STD. (o CATCH BASIN N4 1, W:4' 13', V 5.D' 1 EA CITY ENGIN R.C.E. NO. 2388ni CIINST. 3"A.C. PAVEMENT 1 4'"CLASS II A.B. 1 2 3 41DIWAIK VARIS WITMV 1IMTi hIlM, 7 LOCAL DEPREhhION CASE t3, K:5'. L:lo U. H:4" L.S. PER GENERAL NOTE 9. EXACT LOCATION i GRADE TO BE DETFRMINED DESISM: REGDMME DED: AFTER COMPLETION OF RDIJGH GRADING .0 8 BARRICADE 1 EA. JI� OBIN B.NAMEM f 1�+I 01%]NU. �i5. -r-r 13 ')TREET LIGNTfi Co ER. 9 A.C. DIKE l h 234 E.Mw. 4UITE 205 -. TYPICAL 'SECTIQN DRAWN: C135TA ME4A, Ca 9�L,Z7 SHEET A LONDON PLANE TREE (NOT hMUWN) 31 EA. 10 P.C.C. ROLLED CURB W/4' TRANSITIONS Vo L.F. ETA) hog•1192 1 VICTORIA hTREET TI. :� •1Z YAttiE .. ., � - IIF B LIQUID AMBER TREE ( ) 217 EA. it 1J3 I.D. R.C.P. E125❑ D) 92 L.F. CHECKED: DRAWIIJG ND. NUT TO ' hCALE 12 JUNCTION 4TRUETURE "A'' 834 R. .E NII. 31720 DATE FILE NQ e.. , • "r u . 0 t 11 °F a' M J D = m 0 C3 1■ rCt 7 1�1i E ' ' I I I � - j ~-r-T-r-._. S ti il•r•�i `i+ 1 , 1 I i { I I I E -. i , + ' I I ' 1 ' ! I I I ;N I e J I i I i { i i i r { f I ) I _I 1 . 1 , 1 I ! l 1 - k k I 1_ 1 ! I I J _ 1 _.a_ - �. _.-I i i_.. f I , I , � a a I 1 Q v i 1 ! 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CONTRACTOR a N . 1Q EGMTRUCTiON NOTE',• tir�� { - 9O'OQ O MOULD AVOID DI PLACING GAS MAIN.AND c" �" - R: 39.130' 1Q RELOCATED CATCHBASIN ON RRCHIBALO l CNArVGED MR 32!0.134 PROTECT MAiN IN PLACE. O CONST. A L PAVEMENT PER TYPICAL hELTiIIN NOTIFY GAb CO. PRIOR TO WORKING 1N VIGINTTY L: �i4.98' T: M.DIT 1 ECR STA. AT ENTRANCE M. ON VICTORIA. OF GAS MAiN. o J O2 GIIN�,T. B" PCL.. CIJRT3 GUTTER PER CITY STD. 303 DESCRIPTION OF REVISION DATE APPR�D M O CONST 4" P.C.E. hiDEWALK PER UITY STD. 3114 - ' a, WEST R/W EAST R/W CITY OF RANCHO CUCAMONGA 13 O Wlkl it PEE. CIRO" GLITTER 1 SPANDREL PER Mr4 STD. 'SIIB / .11 O CONST. HANDICAP RAMP PER CITY hTO. 3111 1� C.L. IMPROVEMENTS Eim T. I PLAN 81, PROFILE -- ' VARIES .-t VAPO i F!�t VARA AR�N113ALD AVENUE E'LY �iIDE • O CONST. CATCH BASIN NPI, W: d:D",V:5•II , PER CTTY hM. 5II2 VARIES '56, VARf--� 1' 32=3(.' O CONST. L11CAL DEPRES5111N. 'LASE B. K:5'.1:(,',11!4•. 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CURB REM DATA A: 90.59'39" CURB RETURN DATA LURB RETl1RN DATA D.C. 1 R: Z7.DO' P.I... 13.134 A: 99'00'5'1" R: 12.170' A: BB'01'22" A: 135'5333" T L* 42.41' R: 24.00' L : 19.0(a' 0 R: Z4.00' ci R 24.00' T: 22013' L: 41.-48' T : 12 21' = L: 3(0.6'1' ~" L* 35.98' v PER STD 3112 � � T-. W. 11' � � T: 23.19' � T: 22.34' d ROLLED CURB ® ,A � r c` w © B.C.R. VARIES : T WREN R:24', W �� y oT►- o 0" 0 ALLEY � ( R:12 " W CRUVE51DE PL. � 98 W Q W � �w , : % ��'� o O �9 . . I 2 W m • J iW �-°' cb co TRAMITIM 513.B C.F. TD RM11D CURB �.�� �' I co W o $N�La ac 'O w � �t� R v W o, O THRID CURB RETURN �- 0o= ® " er•? NIz �A I O + N N u; -r MI -A % .7 In f '�A �i e ..._ s # - 4 , --- 1 / 4 1 t N 89'42'58"E -0_.. 1 4 W 2 5 1 A ¢ ,;; NATE; E>(CEPT FDR OETAith %MN RERE.Lmns L'' z •••- im „ I - �, = v &UTTER 1 hPANDREL yHALL CONFORM TO MIX')711.308. ia T W 3 I = . L N W� f''' - ¢ MODIFIED ERM5 LUTTLR DETAIL `�7+ 'I W E I I S � I r a C7 W Q.2= N z 4 I� �J M�. . 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L: 4h.45' R: 24.00' +'' Q " L: 29.98 L-- 41.06' N CORE RTM" Di11A Q T: 34.09' .j T: 13.30' 11 T: 27.62' L: gh'is,S(o" Q •• a+ L: 40.(*7' R= 24.00' 4: 1Il9'42'28 7- 27.17' L: 3h.14' [�C-gj,L V :4Il' R: 24.00' &Z Q SCALE 1":413' T: 22.11' It 4919' CURB RETURN DATA T: 34•M' A; BB' Ili'2Z" ' R: 41m15 CURVE DATA: L: 3(0.8?' T : t3.19' CURVE NO.- DELTA: ROM: LENGTH: TANGGGINT: CURVE W.: DELTA- ROB- LENGTH- TANGENT- 0 RENAMED INTERIQR STREETS 3.29.84 - O (0' 33'40" 467.99' Fii.'T?' 27.91' 12 1'46'44" 95.89' Z.Q?' 1.49' I DESCRIPTION OF REVISION DATE APPR'D ® ,1 14' 34" �iII13.DD' 192.'19; �i1.�f2' 1A'4G' i9" 1913.1313' 35.(e5' +?��, LIMIRUCTIDN NIM: CITY OF RANCHO CUCAMONGA O3 9- 317-49- sii3.DD 7(m.t?.- 3818 ® 10 121.PlD 39.41 2BAS - (1 CDWRULT A.C. PAVEMENT PER TYPICAL 4ECTiUM PLAN a PROFILE 4Q 7' 15' 33" si8?.Q13' ?4.3?' 37.74' % 10'45'17" 310.'15' 38.33' 29.215' �3 CWTRUCT G P&L. ROLLED CURB i GLITTER PER CITY STD.3113 Q R1' 31'313" 609.99' ZD4.4t*' 1D32'S' 0 35'53'4'1" 323.75' 292.83' ID4.8?' �4 CONSTRUCT P•C,C• WMLh GUTTER ( 4PAND'RIL PER CM 4M3M © W 33'38" (013.09' 713.Vi' 35.16' ® 3VD.75' 211,98' 109.98' 0 7. IV 49" 58'7W 74.59' '5'1.34' % �1.13I0'i2" 310.'15' 44.37' 24.74' C) TRAET NO i232D © i' fi 5a- v* .DD' (07.37' 33.72' j* Fi'OB'07" 199.'17' 17.89' &95' () APPROVED PSY: DINE:3-/7 84' ` 0 5' 33' 55" 757.99' 710.31, 38.21' � 17.137'28" 212.57' (03.53' 32.DLI' EITY ENGINE R.C.E. ND. 23889 �` DESIGN: REC MME DED: Q 8' 33'39" BEiD.DD' 119.53• 59.88' ® " M.57' 1x7.42' 33.91x' 0 234 E. N ITE M5 + AMiDC..1NC. 3. 1 . 234 E.17TM. 41111E 295 " ,n ii 6' 48'�i(n" 813.99' 9(,.71' Q8.41' DRAWN: COSTA MESA, CA. 976Z7 SHEET (7141548.1192 4 S DF . CNEEKED: R.C.E. NO. 317213 NIL - DATE FILE N9 10.00"" Li PI.:1497A7 of L. 12B.'S�4' D.C. 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J..._1 - i a I i I I I I i 1 I I ! i I i I ; I 1 i I 1 I I I I 1 i I 1 I I 1 i I I i I , -11 0 # 2 3 1m DILA 4 5 D 1 2 . 3 4 CURB RETURN DATA CURB RETURN 13ATPi A: 138'41' 10" CURB RETURN DATA A: 87•Ito'i4" ,J A: 9B'0D'54" R: 24.00' © ..J A 1 9(0'D8' ',4" C11RB Ann DATA CURB RETURN DATA R- 12.00' Q R: 24.13U' L: 37.15' A:B2'47'4(0" „i A: 9'1.05'40" �, d T: 23.40 v u L: 213.14' ae R 24.00 R 24.00 L: 18.28' L: 41. 136' R: 12.00 CURB RMIN DATR T: i 1.44 T: 27.62' "i m I } � y � Q L: 34.68 A: B5 53 33" L: 40.(.7' ioc T: 13.3(s u T: 21.1(s' ``� r„ T: 27.17' w ao a J x e3 •6 CURB RETURN DATA r R: U. • y zr w LA JOLLA OR m = � v A: BB'41'1n" IV Q L: 35.913, C3 = ,•.+ �' a v v 4 R: 24.00' ez �.. T: 22.34 g �� 9 A v C'i W W% M L : 3'1.15' ® .3 1 N -q; 9 �y. � aI � J ,- o T: Z3.4f� LACUNA - 9iPLACE I N N'1 4. 3 2 & ( 3 Lr tz --_ --- --- , Y 4 1 z 7 1 . Iin I 3 I 4 lb ,� p -- __ 1 _...�_... I 11 I I 17 - / � B 4 1 1 ,2 18 . 3 ~. 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N { = Q Q tiULE 1":40' E: 5L ALE 1' 413' CURVE DATA: • CURVE NO.: DELTA- RADIM* LBO : TANGENT: CURVE ND: DELTA: RADIUM LENGTH- - TANGENT O1 3'29'34' 410.57' 29.91' 14.4(0' 11 12.3(0'28" jwr.013' 't29.17' 64.85' U2 6-44'34" sin.57' 59.99' 'SUM, Q t(o'26'45" &1713.170' 172.5?' 80.89' Q RENAMED INTERIOR hTREETti 3 29 B4 . 133 'I 316.5'1' 61.54' 30.81' 13 13' 513'33" 613.1111' 148.10' 74.A 1' DESCRIPTION OF REVISION DATE APPR' D 413 R'Sc1.13" 787.130' 178.39' 8q. 18' ® w 19' 28 267.am. 76.7te' 38.61' E13WTRUCTIDN NOTES: - CITY OF RANCHO CUCAMONGA O 800.00' 181.33' n1.D(0' 15 3013.013, 811.24' 4016 1 CONSTRUCT A.C. PAVEMEMT PER TYPICAL 4ECT10N O PLAN a PROFILE O " 613.013' 18A.Z8' q?.54' ® -5. -w 313' 313-DQ' 14.2(e' 4-(03' O3 OMTRUCT Ifo" P-CC. R13ILLD CURB # GETTER PER CITY ;TD.303 Q t'04'44" 78'1.013' 48.55' 14.26' Q 12' 31''Sq" piv_an- 12 8.w (&4.4-5- G) C13N�,TRllCT PCG. CRDSS•GUTTER ( SPANDREL PER CITY hTD. 3DB 138 i'Uq'39" 151311.130' 15(0.132' 45.0°1' 18 uo' 08'48" 6110.013' 1b�1.D9' BF1.11' O . � 5`13.M' 87.42' 43.75' ® 13.29'52" G 1' -D 13' 144 A V 72 54' TRAM NIP 123 2 D 0 APPROVED BY: DATE: 3- -B CITY ENGINES R&E. NO. 23889 DBICN DEIN & HAMER5 t AME..INE. RECOMMENDED: , Z34 EA rM,411TE 205 ` DRAWN: CEIUA MESA, CA. 92(OZ'T 4HEET /� (714) 548.1192 5 131E 5 CHECKED: R.C.E- ND. 317213 ORAWIM NO. t DATE FILE NO B3.� •