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HomeMy WebLinkAbout828-D t _BENCH MARK_#17-B CURB OUTLET CURVE AT THE NW CORNER OF VINEYARD AVE. AND FOOTHILL BLVD., 32 FEET WEST OF (, VINEYARD AVE. D R L T AND 77 FEET NORTH OF (. FOOTHILL BLVD., SET SENERAL A •4,5'Gl�,Qo„ 3O' 2.3G � BRASS DISK ON TOP CURB ON THE NORTH END OF NO TES � lU B t5 a� cc ¢.5' J53 /.8/o CURB RETURN, STAMPED SAN BERNARDINO COUNTY SURVEYOR 1970 BM //7-24. N N Z mW!. ALL WORK SHALL BE GONE IN' ACCORDANCE WITH CITY Of N ELEVATION 1231.927 Q RANCHO CUCAMONGA STD, PLANS 9 STANDARD SPECIFI- CATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST n Z EDITION AND SUPPLEMENT. ` .0 dOliL Etat F2O 2, THE CONTRACTOR SHALL FURNISH A LETTEIR' OF CERTI- A Q FICATION FROM THE PIPE MANUFACTURER AS TO THE ` TEST RESULTS OF PIPE INSTALLED. a -- --- - --- --------- P140✓ECT Vol LOCACT/O/V � 3. ALL PIPE LENGTHS SHOWN ARE HORIZONTAL. PRO- JECTIONS, UNLESS OTHERWISE NOTED. G 4. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGH OF 3,250 PSI , UNLESS OTHERWISE SHOWN. t S• FINISH ALL EXPOSED EDGES WITH 3/4 INCH CHAMBERS. Q v EX. a148diGUTTER V/C/N/TY MAO (o. DIMENSIONS ARE FROM FACE OF CONCRETE UNLESS OTHER- Q �V WISE SPECIFIED. �► 1 A T SHOWN ADJACENT 7. ALL STEEL S TO A FACE OF CONCRETE Q `! SHALL BE PLACED 211 FROM THE CONCRETE FACE UNLESS V K) in *I `1 OTHERWISE SHOWN. M 8. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A O > Q MINIMUM LAP AT SPLICES OF 30 BAR DIAMETERS. \. � q. AT THE BEGINNING AND END OF ALL POURS A LAYER � C ONS TR UC T I OJV NO TES 4 OuAAtrl T Y EST/Aom TES OF REINFORCEMENT SHALL BE PLACED WITHIN 3 INCHES A OF THE TRAVERSE CONSTRUCTION JOINTS. 10. UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL MOD/PIED CURB ounET/aERClTysm N0'50ro. / CONST. ro0'RC'P (D- 1200 /¢5 1F BE MEASURED VERTICALLY OR HORIZONTALLY AND l'� 2 CONST. 4-.5-A?6P (AD - /200) 305 LF PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE v N.77-S. CENTERLINE OF CONSTRUCTION. . 3 LO AJS T. .'19"A:IC'P (D — /ZOO) .fOq I1. ALL PIPES SHALL BE EMBEDDED A MINIMUM OF f INCHES �--- CONST. P4*, rl^P (D- /500 X23 L� INTO HEADWALLS OR OTHER STRUCTURES. PE'!O/.4. Ct_60RO�N/NG y �� ►�i4,+2�E5 ISM O 5 CONS 7- /2~ RCP (0- 1500) - 1:2. O— /500)12. REINFORCEMENT SHALL BE DEFORMED BARS OF INTER- 3MiH A-A5250 4e � Gon/sr. CArCNeAsi/1/ No. 1 PER C/TY.STO. oL.tSNn/O. 502 (w^¢p' y DP��IRA/V MEDIATE GRADE STEEL AS PER A.S.T.M. A-6150 GRADE r _ 60. CONS7-CRTC/-/ BAs/A/ Ae-1 PIESPC/TY SIO. PLAN MO SO2 (W-,Ad, VoDPM)TAO 15 . ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED !�!" r " E Ptf�ctaa AOT. G�P.4Di� �n/.S /'� a�TA/Ls • '' VARIES8 COA15 T CA 7-CAI BA S//V NO. / PL�,4 C/T y vTO. PGA" "0 _'W2 (W-?/, Y�O R�PtAN� ! &A. IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. Bft�Zy2�FYP PLAN 513 CASE I UNLESS OTHERWISE INDICATED. / s=O.O/�Z _ stOA7le 4 CONST. CURB OUTLETP�R C/TY SIO. NO.50G(sEEncrxias 7y/5 6'f/T. ) . / SQ, 14 . ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE RIGIDLY ENFORCED. !fAWCUTfiIpEMOl�E EX. CONC. S/O�WALK 272 5F � // SA tc/CUT�,eEMOt/E EX. C[/f2P� GUTTER 32 � 15. A PERMIT SHALL BE OBTAINED FROM THE CITY OF EX. /2~CUrPBc�GU7TEf? S4WCC/T�,P.SMOtiEAit/p,2E�LACE CGI�/C. S/LL�WALX RANCHO CUCAMONGA ENGINEERING DEPT . PRIOR TO ANY Z ENCROACHMENT OR CONSTRUCTION WITHIN STREET RIGHT- a, /3 RELO AT�'EX. A/7/RE f,IYG .� OF-WAY. SFCT/ONV A -,A �— ^•. T s ¢ UWC.UT i,P,EI�.lot�',el Ivo Re!A9r_405 AC. �1✓E M�/T:' — ro4 1s� 16. COMPACTION TESTS OF TRENCH AND STRUCTURE BACKFILL SHALL BE PERFORMED BY A REGISTERED SOILS ENGINEER AT CONTRACTORS EXPENSE . A WRITTEN REPORT OF THE COMPACTION TESTS SHALL BE SUBMITTED TO PLC/G END W/7V Be/C9eC>1.e.;4Aol tG?T�,C2-- THE CITY ENGINEER FOR APPROVAL PRIOR TO SUR- l7 S4K,1e r405Vf10k1E �,�T/G�t/'$ p1�E,i CZ103061rMe MQ'MJST. 01xZ DUTLE7= — & ,LF FACING. 17. ESTIMATED QUANTITIES ARE FOR PERMIT PURPOSES ONLY, /8 5i4W/CU7",d&2EAJ0VE J5X. AC. P.4VEA,1aNT: — 3Cv 5F THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION Ry_ C041e 77c,-A;rCAl /I,/O. / PSR C/7YSrO A0 -050,7�lf=/40', 14,0 OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH CAWST. G47,r,41GS45✓A./ /VO, / PEFQC/7YST0 IUD, .502 (IVs 70, VSD vFR FtAN) / EA- IS A IS NOT SPECIFICALLY LISTED IN THE ESTIMATED C.GWST.� GG�dL . QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE Z/ ISR G/TYSTD /(� S/b i (rd5, Z 4�4 OTHER ITEMS OF WORK. CaA-AS77 !�Y- t, S/GK/ JSP Cl 7Y STI. /1/0. 5/8 CC49TE G) Z &A - IMS. MAXIMUM TRENCH WIDTH SHALL BE OUTSIDE PIPE DIA- METER + 26 INCHES. 19. AT LOCATIONS WHERE REINFORCED CONCRETE PIPE SHALL 1 BE JACKED* THE STRENGTH OF PIPE DESIGNATED IS FOR VERTICAL LOAD ONLYO THE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT OR STRENGTH OF PIPE REQUIRED TO WITHSTAND JACKING OPERATIONS. Cl TY DESCRIPTION OF REVISION DATE APPROVED PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CITY OF RANCHO CUCAMONGA The existence and location of any underground utility pipes or structures shown on this plan are obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on eTORM DRAW 1A-1 PROVE/NEA/7� F, these plans. The contractor is required to take due precautionary n n measures to protect the utilities shown and any other lines or structures not shown on these plans. PEAPERW00D APARrAi5mrS dlacrsnTE All contractors and subcontractors performing work shown on or related these plans shall conduct their operations so that all employees are pr �� rL 514E4 � provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulation" of the U.S. Departrhent of Labor, and with the State of DR-85—�� California Department of Industrial Relations' "Construction Safety Orders." The civil engineer shall not be respon4ible in any way for the contractors' APPROVED 8Y and subcontractors' compliance with the "Occupational Safety and Health DATE — Regulations" of the U.S. Department of Labor or with the State of t CITY ENGINEE R.C.E. NO. 2.3888 California Department of Industrial Relations' "Construction Safety Orders." CZ Contractor further agrees that he shall assume sole and complete re- Construction contractor agrees that in accordance with generally accepted construction DESIGN ,/�/� ('��.�/�( RECOIVIM LADED sponsibility for job site conditions during the course of construction of practices,construction contractor will be required to assume sole and complete responsibility for MHtiJ V V LUAMS0Wb SCI 11 Y IID ,� 3 e this project, including safety of all perkons and property; that this require- job site conditions during the course of construction of the project,including safety of all persons iO CounC� AND AID SUAVt Y 9 property; q apply y 16"E.MA1Cns'r..Sn e •MON""MCALWORNl�L91761 • (714)9471047 ment shall apply continuously and not'be limited to normal working hours; and ro erty; that this requirement shall be made to a 1 � continuousl � and not be limited to Of�Ilrr) ft1Q2f! DRAWN SHEET and that the contractor shall defend, iindemnify and hold the owner and normal working hours, and construction contractor further agrees to defend,indemnify and hold the engineer harmless from any and alll liability, real or alleged, in connec- design professional harmless from any and all liability, real or alleged, in connection with the 8i andSurvogm! /V/NN 3 tion with the performance of work on this project, excepting for liability performance of work on this project, excepting liability arising from the sole negligence of design arising from the sole negligence of the owner or the engineer. professional. CHECKED D47E Z- 1-84 DRAWING NO. r✓C L. .ECE.2¢8710 82g- D I 1 - _ ; r i 1 _ 1 1 i 1 i + : i t � t : , 1 i 11 f 1 r « i i j 1 1 r i , �� 1 _+ + 1 ti _ , _ . 1 - . - . . : . - . - - - - _ -_ - . - - -- - - - - --- - ----- - - —1- _ - -- -_ . - - _ ---- --— _ _ - - - . V : : : . . . . : . - - - _ _ -. _ _ _.. . rr,, . . V . . . , . . PRD 5,cL� N/IEL7 SIU,2FACE � I> - . . V 0 _ - . . . _ . . . . . . • . : : : : i : : : : : . : : . - : : : � i . . . , . - _ - 7 - - _ _ _ _ - -- _ _ . _ - _ - - _ - - -- - - - - - - _ . - . _ . 1 - - . . - . �o . . . . , . . . . : fS . ft? Jit/O N '3f Q r t1 _ . : 't - _ __. _- - - - - -- . _ - . , - - _. _ - — _ - -- - - -- _ _ _ -- - --- - ---- ___ -____.__ _ - -. _ . . ti . . . . . . . . - . . . . . . . _ - . : : : . : : /-/GL : : . : • : . . X :L�' . R ? . . . . . . , . , _ . . . . . . . . . , . _ _ _ _ . _ . . . , . . . . - 1 . , . . . . : : : HFGL. - : : : . : : : . _ _ . _ . . . —� . . . t , - - . __ _ . _ _ : � 111111111111111111 . — _:_ 4-m-- ­_ : 7 � � I � . : : . i . _,_j I� _ - ~`� a - : : `` : : . . - . . . , . . . . . _ - , - : . . . _ . _ . . _ , _ --� - - . - , . . . _ : :s;l� ^ //�,�iice� /� - . . - � : . _ . . . - _ -� :`. '. . . . . . I I - - - - - -- - - - _. _ -_- - �l�l� _ _ . _._ _ - _ - - - _ . - _ - BQ . . - - . _ - -- - - __ E> . , - -- ---- . . _ , . . . . X ©. � •s _r 0 0 . . . . _._ _ _ - --- . . . j ,� - - -- - ----- --- - : : �� hGp zo . . i _ - _ - - -- -- - — __ - _ _ _ �. - - - -- . . : : : : : . : : . - . • • : : : � i : : • : . : I - - - - -- - - . ___ _ . . : . : : m - _. _ _ _. _ . L_ - - . I - k R x � �� . . � o - aT \ + � ` `'\ - _ _ 0 Q� - - _ _ _ _ �_ . _. _ _ �, . -- - ._ _ -_- __ --- - - � � �, N d � l . : � � k gip; n �, � a n -) fn _ _ 0 ,. m 4 o0 o W r � ►. � � � . . - _ _ _ �_ _ . , - - . . : �h r\ _ . . . ,3 _ _ _ _ _ _ _ � � x � �� ,\ �, m -- _ - - _ _�.- _ . _ _ __--- -- _ _ _ - - - - _ - V . - . . . : , - . : . : r - . N , " , : : : - CONA�T." 3a3. ,tea /. ¢ AV-.� c4. �- C'd/t/s /.39.00 L.-C w;PrP - I CONST. X94.83 Z.E. %�. RCP �- I�- �oO r . . . i i /200 j , I - * * t-*-- . I I I : . I . 4 . � . a : __ � -- I I -1 . . : : I . I . I : - � � . : i . . . . : . I . , : . : . : . : . : � I . q . . : . I . I ( * 0 : : � : � : : : : : : . : � I : : : : : : � : . � I : : . : . 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U- 4 �'� ' a , � , Q `,I �,�b AVENUE �,� ��� 11 f! �� _ _ s i 1 °a4 J m4gl , !4 cr?n�y� �,�� 3 1 , , Ex.3 l.GWC.GUlTF�2 i , io a i 11 is_ �__ v �- 11 , i w L_—I L_J 4 C.' m __1 I _ I .1�' .1� ---- --- -- -a _ - - - - - - )101F," l _ - a � s - 1_ . __ __ __- _. --- 2 --+-1 1 C- n . �, '. - �m . \ z ro �' p N�� ��1y EX. /+/� �/��p '1�/�/ IO EX.S/�lY4L���� / \ - Obll _ ..� __ 1 f i�1z -_ _ - _ _ � - A e ej I ' \ ���. /� _-1 _•. I.I v II � ��� � M l� II �V � 4U/c�l��lJi/K_ ��`� � 1q' 9 i � , ----- - ----- - - - - -- -- - - -- f -- - - - - -- -- - - -�� _---- s, \AAs.,, _ 1', sV _------ ` � ! - - 1L -- - _ It �. =x.F_N. __. L\\ - -- -- - Ifie' /F. \� - so,�'" �s �Ab �'r- ?" - o., Fue_ g � S1 I ` u0 .� � 4g 5� 9'6air� r �!�• , I i Q G. _ ___-_ _ __ _— ___ __.__-__-"__._ _a�.... - - - �. - I 1 1 ° o IQs ° r 0 °s em N __` My 6 d � 1 0 - - �?_ 1 .1 >j 5 .. L . . ,"� . • vt��e' � ,)� i - _ _ _ �' t �- I N8 _ ----nsa_ -- - - - - -- -- - e - - - -- - f - J L Ex.�sLoct; r�4c,L Q _ cs �' < d'� �`'o ,'fir �� y,_ 9 E'x. 7�LE.Mf-� `a�_ L �'a� 'E°m_ 1r88 X09 'ffif ���, , a iS�� � kt, $ ,���, �`,I V * 1 /60 IN _ kQ _ r ,& � - - _lie & \= I V N J 0_ �� _.- _ ----- - ---- --_-'�1p_- vim, `\0� 4 y",f' k -/t07��-m - � i Ap. � � •doe �I' _ -- - _�r _-�- -- c' - 4�'�_ 7 +- �' _ �' -_ SIF 1✓ t _ 1� ^ e m S!ry �o w. cr 11 4 - -�- � �. n; - - -- ---- ---- -. _ - - ------- - - 5 — - - — - - — c &, — - - — - - II I V� O Q /¢ , \ � ^ ?�/ V1 � I - L, ,ry t Z - mit = \ g i / ,� i 4110 � w k 9 43�v ki 20 •W/DE STORM DRA/N V V� �J � •3 I EASEMENT TO THE CITY p 4 � � • ; • i h pp ` , •� FRANC O A t t �0 6 � . N J�e- N D N CUC MONGA V f,V 34 .s 1�1 V c �' v h o � 41 41 � X' o �'ONSTRUCT/ON NOTES ►� � 31 0 0 N % T\T\ \ 0 � � \ �\5 1 -3 % , �$ �- * - d N� � ta N K 4i, 1 'i. � a /O-- CONST. MoD MRCP (L>- /200 \ \ 3 2a— CO/VST, 45 RCR 60- /ZOO) Q 05"-- CONST. /2" .PCP (p- /SOON CITY o — CONS7- CATC1-/ BAS/N N0.1 PER, C/TV .S7D. M. 502, NWs 4:4.1 . DESCRIPTION OF REVISION DATE DROVED 31 I mw a 20 8 CONST. CATGA1 BLAS/N MO. / f -R. C/TY STD n/o. 502 . (KI-R1,09. CITY 0 F RANCHO C U C A M O N G A N 4 U, a— Co�c/s7- CURB oUTLE7-Fne.c/TYs7� No _A5j 'o(sEE DET,-/L sNr 1)° /O S4WCUTAND REMOVE EX.COI�/C. S/DEWALK. RLA)V ,4/VO PROF-/LE FOR /9 2 // SAWCUT A REMO✓E ANDR,�PL ACE CONC S/DEWA/k STORM ORQ1/V /M)=>, E/V T.S /3 RELOCATE EX/ST. F/RE NyDR-NVT Nj5LLMAN AVENUE SCACE: /a¢O' //� S4WGUT�REMOYEANO REPLACE AC. P�IVEMENT. /0`7`00. 00 — /3150.00 — PF�TECT /�/ PLACE . PEPPER WOOL) APAPrMENTS @��_�__ PLUG ENO W/TN ,BR/Ci( WO/7<(�t�/� MORT.4 R 20 f 00.DO — ? - f ��.00 SA K/C!/T�,PEA40WF PVP 7006 6=,=__X CURB�GUTTER 70 CONS T CURB OUTL ET.' �— 54WC!/Te,e,EMDI/EEX. A0. PAVEA�lENT. APPROVED BY DALE �-v-$ cf /9 CONST C.a7CH B,�IS/N NO / gR C/TYSTO. MO. 502 (k/= /¢O') CITY ENQINEER R.C.E. N0. 23889 @�..�' _ CONST.- C rCN ,BAS/At/ MO / f'�RG/7Ys7D NO, 450Z' (W= 70 '� . DESIGN RECOMMENDED Co/v6T ��AL- c E�roi✓ cirYSTp /t/o. pie �c.4�c �� . MHM WILUAMSON�SCHMID �, 3/3g/o 9��_ Ok-- / ,, Z_0,—,A1_ GLASS/GW f�,RC/TYc9TD•M0.5/8 C(=A---E C,. C0.Eo., ,G , fNO—,.s ..o , ..o DRAWN 1630E FRANCISST.,STE I • ONTARIO.CALIFORNIA 91761 • (714)9470447 SHEE1 MNM 2 OF 3 CHECKED 414104 7K-?7?2-160-' DRAWING NO. 'I-, 8_nI_T 1. :E!:> I T... ...t....T T 't -.T....�. ..I. i' -•T .. .. .. { -,i.. .. .. ...t T... .....,....T....t .T... T r•' ? '1 T.,..T.. .. I 1 i I I {....�... I....i....;....� - i,. ., .. ...i. .f... ,..},..,. ...t. . ..... f . . t... .. ...... .±....t.,..,....i..... ?... ..-. } T......,....♦,.. iII �....i.. .�....i....i....l. _k. ,.,.,..i,.- , .. .. ... �........ 1111 1111,... i,..-... .. ...,....y -i,.,.}....t.,._,....� }1111,. 11,11. i....{....t... I III, �... 1 .. 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