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HomeMy WebLinkAboutRc St Improve Plans 793/1 Thru 793/6 793/1 793/2 793/3 793/4 793/5 793/679 31 793/2 79/3 �19314a ��`�, CONSTRUCTION NOTES 81 QUANTITY ESTIMATE A. DESCRIPTION UNIT TOTAL h- 01 CONSTRUCT 3" A.G. OVER MIN, 4" CLASS T AGGREGATE BASE••--••••• S.F. 148,150 PER W 1. STRnE�jET IMPROVEMENT PLANS Z CONSTRUCTCONCRETECURB & Z4" GUTTER (8"C. F,) PER CITY... ,..,, , W I O OF RANCHO CUCAMONGA STD, DWG, 303. L,F. lO 041 3 CONSTRUCT CONCRETE DRIVEWAY APPROACH (COMMERCIAL) PER ••-••••••S.F. 1354 I 7 pmm RC MAP CITY OF RANCHO CUCAMONGA 'STD. DWG. 306. �-- O CONSTRUCT CONCRETE SPANDREL & CROSS GUTTER PER CITY OF••�•••••S,F. 86.1 SHEET '""� NRANCHO CUCAMONGA STD, DWG, 308. � �'9 O CUCAMONGA STDSTRUCT �RDWGpEN01.K507A&NPER DETAILRSHEET CITY OF RANCHO 4 6 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA' EACH 3 a 111 sT. -- -�- STD. DWG. NO. 401 & 402. P.L. - 70 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA STD •••••EACH 3 -+-�- - - ,--+ - -a 1 DWG, 10, 401 & 402. � OR 8 CONST. A.C. DIKE PER C.R.C. STD. DWG. NO, 313 ••••••---••--•••L,F. 147 PA I I ADJUST MANHOLE FRAME & COVER TO GRADE AFTER PAVING IS ........... EACH 3 COMPLETED. PCL. NO. I , 10 CONSTRUCT 8" THK. CONCRETE DRIVEWAY APPROACH (W=4'0', X=AI) P.M, 7797 II RANCHO PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 305 MODI tD •-••-••S' S.F. }1 REMOVE EXISTING REDWOOD HEADER-• _- L.F. 306 �' 12 REMOVE EXISTING A.C. PAVEMENT S.F. 7,354 ` 15 INSTALL STEEL GUIDE MARKER TYPE "K" PER ITY OF SHEET 5 I I RANCHO CUCAMONGA STD. DWO. NO, 403....._, •• EACH 1 L t I 3' 20 CONSTRUCT 30" R.C.P. 1250D PER PROFILE SHEET NO, 4.�••••••••• • L.F. 75 3I �I 21 CONSTRUCT JUNCTION STRUCTURE "A" PER C.R.C. STD.DWG. 1,10. 508EACH 1 I , i 22 CONSTRUCT CATCH BASIN NO. 3 PE13 C.R.C. STD. DWG, NO. 504 54,00' dAR1ES (W=21.00', V=AS SHOWN ON PLAN) & LOCAL . DEPRESSION PER STD. To 17' 27•aa' 2700'--�2.0° Z3 CONSTRUCT 51" R.C.P. 1100D PER PROFILE SHEET NO. 4............ L.F, 24 SLOPE -1-.-- DAYTON DRIVE � 5.00' z2.00' 22.00` s.00` O.G.. 11'00' 11.00' 11.00 2 _ I- -�- L I g/ !1 PCL. P.M. 77J7 I z I 2 f I ' STANDARD TYPICAL STREET SECTION STREET NAME SIGN TABLE LOCATION STREET NAME NUMBER S. W. CORNER DAYTON OR./ BUFFALO AVE, 1 EACH N, W. CORNER BUFFALO AVE-/ 6TH STREET ' EACH S. E. CORNER BUFFALO AVE./ 8TH STREET 1 EACH N I � 0 1 BUFFALO AVENUE (T. I.z7) - GENERAL NOTES STA. 5+61.14 TO STA. 24 * 78.07 O '� - _ __ UJI 1'. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD (D P.�.� � I W I' No scALF- SPACIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE P_ - _ I RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. LO Lm u� 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOW J OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE R SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 2 Prtl VATE ENGINEERS NOTICE TO CONTRALTO 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY , c v r S RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OpERATIt'a�lS, �•41t".ft .' N , 1. THE EXISTANCE AND LOCATION O ANY UNDERGROUND UTILITY PIPES OR STRUCTURE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SHOWN ON THESE PLANS ARE 'OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. '�N CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TD ;�Y ENCRO Hh1tNT (��}< L1j APPROVAL OF THESE PLANS BY THE CI AN N� CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CL ° / A REPRESENTATION AS TO THE AICURACY OR COMPLETENESS C THE LOCATION OR THE R Pr c LL! 1 , 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE iP,T_, 4( / EXISTANCE OR NON-EXISTANCE OF ANY UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS F S TIOI., � -FPRECAUTIONARY OF PAVEM_NT POINTS WITHIN 0.01 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVAL.,. ADDi,,.;, ;'�v'IA'": I OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE I S 0 PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT .WARPED DR VERTICAL CURVE AREAS. MEAN T R 6. .ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, 0R CROSSINGS SHALL BE COIJ.` . •t!C`�^ '% !�Ilt iC, 'PCL.. N0: 3 PAVING. P. M . 7797 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 0 THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,, COMPACTING ORIGINAL GROUND AND A1_L SUB-GKAIir.': SHf,.L _) I ( DISCREPANCIEST R PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE W I SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. cr-U I I I 8. AT THE COMPLETION OF PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OP DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLAT ON OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING AL_I. TESTS t4 I I DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SH�I.L B'L PR�Pu'?. o.sO' 0:50' BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED iviTHLLJ 4.00' GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Q ARROW HIGHWAY 11. IF THE ASPHALT CONCRETE 1S TO BE PLACED ON SUB -GRADE A SOILS STERILANT REGISTERED BY EE.P.A. Q R THE E. FOR USE UNDER A... � yPa AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR � P40 ' �� e m �Q 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF CONSTRUCTION QUANTITIES BEFORE SUB'4ITTO.14 z W A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL -, q N m JERSEY BLVD. CL:a ��� BE CONSIDERED AS INCLUDED IN THE OTHER, ITEMS OF WORK. 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED A, EACH INTERSECT1Tt. . _ A.T. 8i S: f. R. R. r (R ern STREET 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER ' FROM RESPONSIBILITY FOR THE CORRECTION O ERROR AND OI•IIS50 1 I 2 urto�z s, C.R4.- r DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY S Bi+ 9 1 oRAW PE(L NO.5 w ��- = SITE M T U I i TIED TO THE C I r 1! _ I ENGINEER FOR APPROVAL, � pp V D4PLAhl NO, Sol Z �1 L_tr a 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGhOUT CONSTRUCTION. SITE 6TH STREET (PER ASSESSMENT DISTRICT 8 �^ I Sra STREET a SHALL BE CLEANED UPON REQUEST OF THE LNSPECTOR-. •' W 16! CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. �e eta �FLQ\N W Y 17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND CONTRACT SP"_:IrICATiON`;, THE > o o SOILS REPORT PREPARED BY WESTERN LABORATORIES, WORK ORDER NO. 8189 ON NOVEMBER 8, 1992 AND ANY ^i1END'XENT` �e �_ tOUTLET STA. `s _j THERETO, ARE HEREBY MADE A PART THEREOF. PER 5T. PLAN SAN BERNARDINO. AVENUE LOCATION MAP Earthwork quantities are SIDEWALK DRAIN given for Bldg, Dept.use, SCALE: 1"= ZOO' and are not to be used EARTHWORK QUANTITIES � RE SF_ ] G1uAN-rIT%r.S s;ii-sa VICINITY MAP for bidding purposes. DESCRIPTION OF i EVISION DATE APPROVED RAW CUT 36,798 C.Y. NOT TO SCALE RAW FILL _ 1571 C.Y. CITY OF RANCHO CUCAMONGA INDEX TO DRAWINGS DRAWING NO. TITLE DESCRIPTIOII 1. TITLE SHEET LOLATION MAP INDEX TO SHEETS , TYPICAL STREET SECTIONS, VICINITY MAP , CONSTRUCTION NOTES & QUANTITY ESTIMATE, GENERAL NOTES. 2. PLAN & 'PROFILE BUFFALO AVENUE 3. PLAN & PROFILE BUFFALO AVENUE a. PLAN & PROFILE BUFFALO AVENU 5_. PLAN & PROFILE DAYTON DRI VE 6. PLAN &PROFILE..... BUFFALO AVE. & B TH STREET , 1 TYPICAL STREET SECTION BUFFALO AVENUE(T.1.=7) STA.0+87.42 TO STA. 2t89,04 SECTION VARIES STA.2+89.04 to STA.5+ NO _ SCALE 54.00' 3 SHRINKAGE ( 13-Q 77'G C.Y, a 27.00 27.00' a suesloElvcE (o�622 C.Y, TITLE SHEET CLEARING & GRUBBIso) NG 22.00' 111s.00'' z' CUT TOTAL TOTAL FILL 5:96e C;Y, 11,00 1 11.00' 11.0o, 11.00, RANCHO CUCAMONGA II. IZ ' Ie/ ,o.oa' z/ tZ IMPORT, D C:Y, PHASE EXPORT 32,829 C Y, FILL O 30 f • PARCEL MAP N0.7797 :>.-�.� ..., , > - • �-.�•-a.,.��._o _r :: BENCH MARK: APPROVED BY DATE 3"Z9�a3 2 I 2 120-A ELEVATION 1128.039 CITY ENGINEER R.C,E. NO,23889 PPAqCONCS nIqr IABUTMENTEND OF AFSTEELDE , P: E. WEST DESIGN JUSEPH B. HY R COM ENDED BR IDGE IDGEC.K. TYPICAL STREET SECTION GIRDER BRIDGE 'ACROSS THE ETIWANDA CONSULTING CIVIL ENGINEER �L • DAYTON DRIVE (T, i=7 FLOOD CONTROL CHANNEL; 1,4 FEET DRAWN 602 HILDA STREET SHEET '} SOUTH OF 'SOUTH HANDRAIL, 8.0 FEET C C, ANAHEIM, CALIF. 92806 I OF 6 SOUTH OF SOUTH RAIL 9 POLES EAST OF 714 99y- "8800 STA. 0+ 49.01 TO STA. 4+ 02.14 ROCHESTER AVE., 10 1/2 FEET EAST OF CHECKED �t � DRAWING NO. 61.14 No scALE MILEPOST 95 & 2.1 FEET BELOW TRACKS. RCE NO _. W.N. DAME " FILE No, %93 I REDUCED PLANS 2- 3 0'� u11: g INCHES ON OtIGINAL PLAN t y u L 225,09' L= 158.'+U BENCH MARK: _ z a - 4 147.75'L-•m o;c_; o.c, m 120-A ELEV, 1128,G39 L= 243, 42t - L . 241. I , ! d , :o I ON ' !d. 94.110' PORT. lo3:35 V,C:: 2T:98' BRASS DISC, IN S; END TAN-R o.92%.G, �" D.C.0 J ' TA ... 6t = u 'EX15T. GROUND to OF THE WEST CONC, = �,,1f oc EKI5T. GROUND -- 00 ao o hl Y _ 9. L- �o.3t PART too V.c. - L -195. 8, AT W' LY R/►e/_ -�- , ao n, o rv- o o o o A r W R/W m BRIDGE ABUTMENT OF A D.C. _ d1 u1 0 a o a N cl a rs :o a°Qo��,s ao N STEEL GIRDER BRIDGE x c,F.TRANs: 114 • u---''�`' d u `__ m a po 1. h ---q a0 o p aN 0 ° ACROSS THE ETIWANDA w 01 0 U 1085 L: p Is N m a0 �« 0 _ 1090 FLOOD CONTROL CHANNEL z 1080, g m ul s N W LY T.C, GRADE .� 82he o t0 a ro --' 1,41 S. OF S HANDRACL _ w 0 0 o 09 ^ �. ,l: +t o R !• d .,� Lu 8.01 S. OF S. RAIL, 9 0 o a 0 0 00 a g C,F; U n tr 0 1,- d.., In 9 .1-0 N + ' ro _ POLES E, OF ROCHESTER o a N 11u� N _a to 0 t f z ,_ iu AVE, 10 1/21 E. OF d , Ul d d ! _ R a,7 �% �-Q L + N 0 +oti!' MILEROST 95 & 2.11 D y Qci o op a±- o R. \,07°�0 r ti �. 100' V.C. u o BELOW TRACKS.. 41 a - a N 510,30 ,Iqo 1080_ 107 1085 I' 1. 1 8?.3 w 1075 _ J N R' 2.\ . z ti �. m o w �,, 8 a4. 5,7 v � o o y m �: � 0 (A W'LY TX. GRADE. Fy q, �2 �:U� i NATURAL 'GROUND U �1 Q0 a B,,C,>+, m 0O Qa' `�oAV�: o `014v' a HI` @ CENTERLINE ,. u] O o 0 ti o `f ° °a a 00 u' < �d _ 0 - a uati Q a0:_ o 0000 -_- to p + m h ti r ./ U ��- a m ~ u 1085 0 5 N w_� a -+ a m a 1090: = h' �aa 1075_ di- J aao o �- o r � In 00 3 0� �. N � a0 - - - r� � � ✓ ai d, 3 O 0. 00 x W a ,le 108'5 1090 , z m° 1090 _ 1080 -, � x fir' �'._ --'^ - U F. G. G. � p d� R \.82 _ � �, 200.00' � o.so% 0 ^ O r l0 rj / J' O 0 LLl pop ~O Old 7AN w c tn a N obi p 0 / 10 O 0 tn IU EX15T. GROUND W o 0 0 0 In 0 0 a cw ti u1 AT E'LY R/W �� r' - _ t_= I75.025 .c o m L= ?_1o.5t' in 1- o ti r/ o to~ o Q±° a \ �� o �' `i4- o O.C. U o,c W m 0 . o" p 0 Q I .+ i^ (np + O ± O/N f085 a_ +-- °' vu'ul 1075 _ i; -�' '_ t11 88.oto' PORT. L= 9(o.to5' J. R=2.00� �(.- _--�N TAN + In 25:80 EXIST, GROUND N 4 1•a2%� AT E'LY FR/W 0 � (R=1.90�) L = 11A .5 B" >, 0 01 tv �"` �} O TAN R=0.4av E LY T.t GRADE rn O.C. �_�- v, " tll N O N 0 Ifl Q 0 p0 5 N ..., 0 I1fL�� - 1-92.1 $ C•F, J Q 0 O N r N ti. 0 00 N m L= (oo.3t' PART Lod V.C.. _ l7 - w c.c. I0.90 =' :� I080 0 N 00 +I �' + o m l090 1Q80 z C.F.T2AHs. A Iy 0 O, cluu e(a Q W y/� O�� O''"f0 R=O (7 q 2Aj/4; G/4 p� �V 4� to 0000W � ti Ra�. 1 4 0 01 0 N p ro -�- _ _ . - --- 07 �c ul) N °ta�ui¢Qd°a^o'N n,° a E'LY T.C.GRAOE ' C!n ui taKl Oej09+h ON+00 . `! o N, c9 u1 u Ut K O + o` al ut �R 1.777%), 04 .� Q G1 NO + O R: 2.2a�" R. \.69�= R= 0.81% -N�pO • '~ 1075 - f 085 PROFILE SCALE \o �yo1 m oaa, I"= 40` HORIZ. 0 00 1'1= 4' VERT. t 0+00 a� 1,Op 2•+00 3+00 4+Q0 5+00 6+00 7+00 8+00 9+00 I0+00 I,I;+00 \ CONSTRUCTION NOTES: \ SEE SHEET 4 FOR 1OCONSTRUCT 311 A.C. OVER MIN.411 CLASSII \ STORM DRA\N DETAIL. ° AGGREGATE BASE PER STD. 201. 5EE SHT_ 1' FOR TYP. SECTIONS. 1 a J v / DIMENSIONAL DATA 2@CONSTRUCT CONCRETE CURB & 2411 GUTTER (811C.F. ) \ al 150.DD' pea ss' b o pH 3 m LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH TANGENT PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 303, y2„ `�� �- F1�ssp2 3A 00 1 N 45'54'47'W 54.76' 1 22'17'15" 270.00` 105..03' 53.19' 0 INSTALL STREET NAME SIGN PER CITY OF RANCHO r�2 L=2g 2 N B9'49'4d'E 53.18' 3 21'35`OB' 330.00' 141.53' 28.17 CUCAMONGA STD. DWG_ NO. 4D1 & 40,2, 3A `--w 3 4 PC 3 N 00•17'31"'E 27.57` 3 ssYoe'14" 24. a0' 41.53' 2e.1�' 7 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA \� O 4 N 45'54'47••W 54.76' 4 102 34 52" so.00 89.52, R. OSTD. DWG, NO. 401 & 402. �b� v' 5 N 45'54'47"W 20.09, S 99`08`18" a.?.00' 41.53` 28.17 SIrALE; II` 4Q` COf1STRUCT UNDER SIDEWALK DRAIN PER R.C.C. STD_ 507. tv / „3% Oc• ?> QQ 6 N 45'54'47"W 20. 09' G 24 044 57" 300. 00' 129.59' 65.82' $ ^V po_5° 0.0 L-f7 ) > 98 4334 35.00 60.31 40,7e 40 20 D 40 80 120 g CONSTRUCT DRIVE.APPRC)AOH q S1DF_WALK PER R.C.C,STD.306. C' �� y� -.0 tvGG,. - �6• 75TFV: 0-60 ?r (d"`10 Io7Y22T• ��' (•,tpa� 3 9B�43'34" 35.00' 60.3/` 40.78. w Io INSTALL 5Tf2EET' LIGA7 5800 LUMEI\t: A°� �F �F \ c P g�' 6 �y 167 .7DT.C. p2 G' E9' �\ / l I o ��l �l r I y S FEET to f SCALE N E Q 10 r, r IV Q _ d J N W ��. I M (a f d• </09 q? JI W 0. mod) N�iJ Oto o t�9 !o �� 8 © FmV4� �1 / d N r- s� \\ \/.Clo>4 r.cj\ C507o nA. •3R //g 3 Q, S:. \O `d.'�"'. I09 O o O ka. ��. S L. 73.84.FL: �'9 a.b. .•./ 8 3� S6, Via. `• ' r.._C.1 r.0 I', � + T 4U - .�q,{:. � I) ` \ %) 10T4:P2 F.L. 0 2 I ✓ 59'39" R�ffH4.00'La226.75'T ' US N u v d=18 _ 1 Gl \� C ° AMU f7.22 T.C.. 5.. a � - �•. R=-(eT'9.00,. 2 �. (A 1 � /lL .. A � � •6 .� 19 w. � '. °y %• �,. 1076:.SSF:L.. SZ,S .2.r/. M' '. ,. ., " 1•^?, ... L, 22 .09, da.®. , - t^' r, �t�� % p•A , R, G� SLoto S''' - '31 E r� .: <. W TE LINE- b✓ 59 39" gag? L= 6.8 'T�79.13 �/ r �l •< m .. 2 ?y)�. O 1 To ,. ._�- 1_.. W. 00 15 x /rt 45 qg• t4T. n `c^�. 2' C.M• 9 57-! 2 3ti` Fr W 61p,I072.o0 O•'1':. / �e / �\ 6 T 134 ;•' gt"• \O 36, �9 �. 80' - :N OootT ` l+ iv NQN n dm18 $9 9 . B0 T 1 9n 91' \o0$.t,e�' ' �59' 39'� g•�N-.L:L= I5 A4to_,��Fy N. \ 9) ti�M / 1OT4. T.P. 3 (7 241. •.t-f. ./•o c.• • _ ,o i0 5/o.. F.S. _ 4 �\Oe %4 aa• � W. L- a 73 ge' AVENUE N a9 • � O 1 ',yF w \ & . l?• � ft•� e \ 6 • 9e � - �- oY� F - ' 31 "E 1 a°' Q7p `D✓. L'21o. y1�•"46.9 33" F1500 OD L>1 .76 T"8•_ - EK151i SSG WA-1 EKLIN \ 8 / �0 o +> p:\� a yt 8- 3 q0 'o e $ 4 • tu� 2q 1 �o fo 00 39 r R-630 0 ' L a `o8ogq u oag9bsr Z CUCA ONGA COUN Y ` ,) �c1 tv .11 56,, - S 9g• 2 200 ►- ds18 59 20BsB5 T=105: , � p<ISo 2-- \VATE2 DISTR-ICT D2 WIN6. \ \ 0.6+ �1b N. �.. .tp.. \ r..133, - y F• 3,4 59.39 R-52z.: N0.38 7•t32 SHEET 20E 2� \SS ry.'\ �'; ho�F1N ON Oo'1T 3l"E• o d=25C37'32" R+610,00'Lg272 oo• A p Aoa es�z o° 216.79 R1`N a Bg T�13B., 9 R 527. r7a_71 T 8 5 O<O RHR.c 28 0 / L"25o.53' ' ' 31 -- - _ - _ - - �'sI� 5T. p,BS9 p >\ \ 00' 17 i - - 8� 4., RIDGE c4q 46 T 133. 15' ^o ql N 00 S1T31 "E 232.s7 /IV - I �S ..a R d1 _ � O m� �. N r V yFer zz_2s6. va' T r"I _ _ _ o c +I N _ - _�_ _ �11 r _ BIt 'p 4 (c,..93' -(Iola 680.9 00'17 9 l7 ��?0v a / % .r. a'�)C r > Q//�/ ^ 6 O� / EXI5T.I C.M.L. N. C <o fJ �.� II•� .gin / WATER -INE ` ri 22S 96 m '_ _..� `� - I �� r ADDED D.W. APPROACF1 •fr LIGIA F PARKWAY 0Tz4arlS 2.14.8[n 5 3 hat 44T r�l CITY I84-.t�`- i�lr DESCRIPTION OF REVISION DATE APPROVED Vp CITY OF RANCHO CUCAMONGA ✓ / \to19i- - ( PLAN AND PROFILE NOTE BUFFALO AVENUE r' RANCHO CUCAMONGA lZ SEE 'WATEP. PLANS FOR CONSTRUCT- ION OF WATER. LINE PHASE FROM STA.0+00 I TO ST,4.1©+92.45 +' SEE SHEET 1 FOR TYPICAL STREET SECTION PARCEL MAP NO.7797 III APPROVED BY DATE 'Z '93 CITY ENGINEER: / R.C:E. NO.23889 DESIGN RECOMMENDED SEPH B. HYDE, R,E, Oba6.-�-r C:IC. - CONSULTING CIVIL 'ENGINEER c DRAWN 602 HILDA STREET SHEET L.C. ANAHEIM, CALIF. 92806 2 OF 6 (714) 991-, 8800 CHECKED DRAWING NO. -- W_".. DATE 3 -"fnrf FILE NO. - _ _ u V C L`=42.104` L'42.18' d L=-to1.75 PART _ loo V.e. BENCH MARK: - K 1I03.27 �.G,' Q L- 53.31 ---* `175 V.G, 0. A/ 4 o e- /4 °fig °1�4"aiW w ~ o.c. EX 6T,IGROUNO@ W'L`( R(WI20-A ELEV. 1128,039 DIE:a v /4 /4 90 �, N ,ca m U u 1 BRASS DISC. IN S, END P,1, = Jo94.41 ` o at al n/ d a W I y OF T F WEST CONC', 1n w -, n m �l } s- N `L w m 0 0 0 BRIE - ABUTMENT OF A Ln en,. 0 0 0 a a 4� 0 0 O `n 061 STEE_ GIRDER BRIDGE 1lDA0 p O N a+� _ -_ c - vZ=D.BI% 1`l05 /- 0 N Alo: h N >n _ ru a 0 -�- aL n, vi 0 y 0 00 p �1 60 ACROSS THE ET I WANDA E><IsT, G('oUtvD - m 0 + a IS Ln _ o o = I 1n Or FLOOD CONTROL CHANNEL A7' W'LY RIW - 0 9 A N S � 0 0 d a 0 + 1z= 24 u m 0 ul In + p ± 0 +0 1.41 S. OF S. HANDRAIL 0 0 0� 4 O 0 uj + a 0 a rp m �� 1. % 1 N + 0 0 ± a a w N= 8.0' S OF S, RAI , 9 0 0 0 tr i �i -, + 0 +Gil Z,;ao ^ z N 0 = - .EU POLES E. OF ROC 0 0 -. Q y) y1 0 ti 6) 1. O u Ql sA �_ c. oM, w O 1v Fu h w p 0 d �? Al ru `t + o _ _ _ ,'' �` as of o ESTER AVE., 10 7/2 0 0 N + 61 + + _ p p ho �. ��� =o.5a% _ �9 E OF MILEPOST '95 & ,O _ 0 m O N 0 6) +' 0 o S a 1106 w 0�. 2' I105_ R R_2A4o/ 2,11 BELOW TRACKS, - 1095 d s _r 0 ,o Q 0 0 9 - - ' a $�°I, o, coPPw 105 61 +0 to 0 t 0. N .., «. R= p•80"To TAN R= 5.45% 150' V.C.. 0.l 0 P. I 1J o 3.19 O O N- 00 N a0 /� 'l O 0 0 O Q' Nd } Q 90 - __IV 0 >n + O 1. + - 61 0 1I O W LY T.C. U.ADE 0 1[1 to m _ - z-_ \.eat% too' v.c. NP.TURAL GROUND 0 a0 a d + 0 - - NATURAL« GROUND 8"G.F - 00 _ @CENTERLINE CENTERLINE. 0 0) + 1'.1,= Uos.131 �.- 175' V«C. O O 0 '0 00 0 u /P.1, = 10 94. 33 0 w a[j � O tf+LL: v 41 to 0 to 0 + A O Al 1` 6� cn w el 1,1 0 O 0 in a r` 0 O 0 0 ►� '� `t 1H in -� dl a �-� -0 Ln _ _� d 0 0 `-, 0 t= 1 110 0 O O O N N ul O 6� O p9� totI,O, u ►>Q-` rN 9 trj d 0 N cu to ul 0 m- 0 00 fop Ip� ,lj 0 0 m O Q M N` 01 O t O N P\ 9 N 0 + Q } 1►i - 0 00 O J O. a �, d' 0 O - 7`' q d + 0 N N 0 0 O 0 O 1fi ro It + 01 _ TAN,R=5.45% �1)11511 I-. 'h �� _o Kl Q N. O SV' Q Ol O I+ Rl O`�O R150j V.C. IZ=0,5210109.E �t o o� o so + ttlo3, e7 loo' V.c. eu � •- 0 a + � CENTEi�UNE + p eft - .- - - " > W v O a' �' + �' p1 o PROFC.LE N 0 R. O $0'0 - L=53.3t L=[n1.76 'EXIST. GROUND W p 0 175' V.C. 0 Q 0 0 . N N O,c. C).C. @ E'tY R/W P.L_ 1094.41 0 0 O N a a 3 > 0 0 U ill' v d1 _ O + O + W tJEo 0 0 0 ui ip o v 0� p�� + h�o 0 Od + m +0 61 1105 lL r 0 ON pi •ill 0� 11.1,0 1090 a a 0 r In tin 0 0 9 ur ni o �, - =\.24� cu �n 0 0D _o 9 + r` r tlJ b y Q a S ti 01 O 'R Q = ti d ui �a N trl '+ 9 + 0 o EXIST. GROUND AT i7 V p FU - O sj N N_ _ 0 N o ['LY RIvJ Cl p O + 0 O c}. - N 10 + � + 0 N to 2 QO�- rJ G- 0 0 p A 0 �! :O O n A J 0 p a0 = r tv Ql +0 0 N a a a vs o� , �o m +a +o N=n1 -• - - 0 W 0 _� - Q' 0_ p N 0 N� +1 o S p i w N R. 0.50°1a 1095 -0 � - o 0 a o a+ o s q. - 1100 0 o nc05 a - R'o.947� 1105 moo, D o + o R- ca.son 0 %: _t i _ I \o �2 �I\.a. R- 5z% 01 �-0) tn_ TAN_ R= 5.45 / 0 0� a 0 PROFILE SCALE p E'LY T.C. GRADE 1"= CIO' HORIZ . 1090 i3+00 14+00 8"C.F• 15+00 I"= 4' VERT. 11+00 12+00 DIMENSIONAL DATA _ 16+00 17+00 18+00 19+00 20+00 21+00 22+00 LINE BEARING DISTANCE I N.00O17'31"E 27..22' p CURVE DELTA RADIUS LENGTH TANGENT r) DNYTON FT DRIVE WASGI{�\NE 1 10.59'17" 327.00' 62.71' 31.45` ( SEE aNE T Nc3, 5 „ to I ��� \ 2 89,311091 24.00` 37.50' 23.80' N r > r 3 90'2B 51 " 24. 00, 37.90' 24. 20' �� �J\%� `; v � ! \ V ill✓`� 5 10-59'17" 300.DO- 57.53' 28.86' 1 22' Z 5' v �\� i��� ✓ (� W f ��� 1 90:2H'51' 27.001 A2.e.4' 27.25' � 0� 71:27 7 l I W �15 SCALE I" - 40' ,. 4 10'59'17' 273.00' 52.36` 26.26' /> 5' 1 ° 7 85.31, o9" 27.00• 42.1 8, 26.7T' > /y W 0 �� w 8' 10'59' 17" 322.Oo' &l.75' 30- 11 W ®'ram / a!r._ ✓.. 3 / T= 78.•95.. 1..i h. n. i�i.7 - �5 1n^ mow• ir•• �-i a. .. t i IA1 -1tr NOTE- 1 SEE SHEET NO 1 FOR TYPICAL STREET SECTION'S 2 SEE WATER PLANS FOR CONSTRUCTION OF WATER LINE CONSTRUCTION NOTES: 1O CONSTRUCT 3" R.C. OVER MIN.4" CLASS a AGGREGATE BASE PER STD.. NO. 201.SEE SHEET 1 FOR TYPICAL SECTIONS. 2O CONSTRUCT CONCRETE CURB & 24" GUTTER (8"C.F.) PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 303. ( CONSTRUCT CONCRETE DRIVEWAY APPROACH (COMMERCIAL) PER CITY OF RANCHO CUCAMONGA STD. DWG.NO. 306. CONSTRUCT CONCRETE SPANDREL & CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 308. 5O CONSTRUCT UNDER SIDEWALK DRAIN (W=4') PLR CITY OF RANCHO CUCAMONGA STD, DWG. NO. 507 & PER DETAIL SHEET C-1, Ob INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG, NO. 401 & 402. O CONS-rRUCT UNDER SIDEWALK DRAIN PER R.C.C. STD. 50?• OS CONS-rRUC- DR\VE APPROP.C[F t SIDEWALK PER Fe.C:C.S'T'D.306, O IMSTALL 5T12EET L\GiAT 5800 L.LIMEt-\ . 9 5 00 w Z w N 0�� N u J. / W i �1b 4y N `� �_. w`rrlf�) 3 ✓ ru ),� r �. ADDED D.W..APPROACH E PARKWAY DRAINS 2-14-8fn S$tar3// AODEO D.W. APPROACH `i PAQKWA.. DRAINS 1 -21.- 4 • 4 ADDED UNDER SIDEWALK CIF-AIN (f ONLY) 3-11-83' DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BUFFALO AVENUE RANCHO CUCAMONGA PHASE 1 FROM STA. 1C +92,45 to STA. 22+00 PARCEL MAP NO.7797 1APPROVED BY / DATE1� CITY ENGINEER R.C.E. NO.23889 0ESIGN JOSS€PH B. HYDE, I°, E, ROES MENDED C.K. CONSULTING CIVIL ENGINEER 602 HILDA STREET �" DRAWN SHEET L.C. ANAHEIM, CALIF. 92806 714 9 I- 800 M1` f C.E. W Z 3 OF 6 CHECKED DRAWING NO. °] DATE � � FILE NO.:_..- W.1-l. 793 3O / _ REDUCED PLANS ' I 2 3 3 NICHES % CIRIGINAL PLAN BENCH MARK: _ 120-A ELEV. 11?8.039 BRASS DISC. IN S. END OF THE WEST CONC. BRIDGE ABUTMENT OF A STEEL GIRDER BRIDGE ACROSS THE ETIWANDA FLOOD CONTROL CI-10NEL, �. 1,4' S. OF S, HANDRAIL, POLES E. OF ROCHESTER EXIST.GizoumD Q AVE., 10 1/2' E OF FAT WILY R/W p m n _ BELOW TRACKSMILEPOST 95 , 2.11 1115 a m N III5 0 q 0 lei tll r 2,t10 a. N W p a W'LY T.�C. GRADE: h w I 1 110 n1 N p, ` (.8� CxF w f� ' o a F.S. OVER PIPE_ jam' 61 CENTERLINE "� IIIS 1075 F- IG75 NAZI G �04' 1075 00 -Q ¢ rlo-t,93 +i Qlo=81cf5 O� O O 01 66 R.Q.P Q 10 = 42c{s p m o REMOVE 'ES15T .tU ._- ' .. BRICK € MORTAF- o° — CENTERLINE 1� 1070 �9 �9, IIIO 1070 EXIST,fofo' '� 10' 6 + — I F'RQFIL.E _ ,HG�: �d'F. � .,lcfg � kG� 1070 O R.CJP. \ tl O02 o \ y 6 1 F N IOG83 Rc,P• F� 68,E mcg� V i WATt R Mp1 f:v Ex15T. GRoumD a Q, 1065 — o�' `o� 1105 AT E'LY IzIw 1065 0 to 1115 O 10,65 S,I � ----NOTE: ^ 55.9Y: -4.F 19.IBL.F. o �— "o c: ":NOTE : VERIFY' EXIST. 51"R.- ..P... 0 ti — I- ti 11 ci 0 fiL. 1✓LEY. PR10R_7U CO/JS7RUCl/O/J 3d'R.C.P. 1250'D ZeR.C.P. 0 r0 Oj h 00 � C) a L1WI- " A" ! �O D 0 �- �`" R1 O O �n a LI N t." 13" 01 a �01- 0 d dl I110 p r` o E'LY T.C. GRADE N m N z N p (a ._C_�a_ ,.. n' N w w 2411 LATERAL'S - 2CoNSTa:oq�.F STORM DRAIN PROFILE _ PROFILE SCALE 5r'R;c.a _ ' I" = 40' HOR17_. 51,` MAINLINE PROFILE SCALE 1C" = 4' VERT. STORM DRAIN PROILE I"= 4' VERT. 22+00 23+00 ' 24+00 25+00 26+00 29+00 30+00 W r b • J 0 ;I 0 clgl o .G 3 I ` SCALE; I"- 40' } 1� Ld ! o I N PROPOSED 12°WATEq Iq• p �. 4 I " MAIN, BEE- WATER PUN 3!q• `s� (U M O + Z ^ I I *I P2 St.. 22 -1\01' N - Ol O 1 ` h` U Ld �° 1.10.00 e,.C. t�' 'o v I-10.00 B.C. 4J N 1���2� N \ Q `r W u1 Q• �3�°vT / _ _ �� O+go.o9 M'.A. o��$ ��_ 0+9o.05 4M.N. NOTE: S.D. STA. PER A5SE55MENT m / 2(n z0 <: W:21'-v=5.5G, D15T. ✓32-1 SHT.48OF73 N R/\N J W= 2r-V=5.IE' �o 0+87F. O+ 87.42 e.c 3 R. ,, �' (/i 060;> r �M.N,'A" R°9 LO AVENUE— i- 278.07 h� 2S 2� 1{ o°^ o -�\� i I - a I 29+30 0D S: a. STi�.. a CONSTRUCTION NOTES: tV 1` \��Ap `�.Q. > N I q JOIN ER15I 51.... 2.C,P. REMOVE EY16T 5!°R,C.P. PLUG 20 CONSTRUCT 30 R.C.P. 1250D W a m . ul BEG, 5 43 S.o.57a. N 00-17'31 N' s :.LINE CONSTRUCTION NOTES:. fjN . ti ui BEG,51' R.C,P: T P.L. L i 42z P R STREET v — 2 I ,, M 1 21 CONSTRUCT JUNCTION STRUCTJRE "A" PER 2ai. SL'O R/W - r 'l• ..PLAN EXIST.12" d' 20' T N ys sIjT.Noca4 1� CONST. 3" A.C. OVER MINA" WATEti z 1 EXIST.16&"R.C.P. C.R.C. STD. DWG. N0. 08. A"^''T CLASS a AGGREGATE BASE PER STD. 201. MAIN 1 \ a 1=\ r r :� P' JM J r r I o1 r. 62-+ I I --- �T �- � SEE SHEET 1 FOR TYPICAL SECTIONS:: R_=sse_�� Zz CONSTRUCT CATCH BASIN N0. 3 PER cn CONSTRUCT CONCRETE CURB & 24 GUTTE'' (OTI{ sTRE- C.R,C. STD. DWG. NO. 504 r � I r) ,) r I (8"C,F.) PER CITY OF RANCHO CUCAMONGA 3111 .j-� � fJ� �- ��,J I p0 t a (W=21 .00' ;v'AS SHOWN ON PLAN ll. LOCAL i STD. DWG. NG, 303. 0 �LI DEPRESSION PER STD, NO. 518. DIMENSIONAL- DATA I I 23 CONSTRUCT 5111 R,f,.P. HOOD PER CURVE DELTA RADIUS LENGTH TANCEArT th PROFILE SHEET NO. 4. STORM DRAIN DETAIL SCALE {" = 40' 3o m 3O Q ADDED KNUCK-E BUFFALO L'l Sth. ST 3-11-83 my 3) REV. 24"R.C-P. TO 30" -8' 0 40 so 12o I11VE DEARSNG DXSTAMCE I DESCRIPTION OF REVISION DATE APPROVED 3 N 00'20130'E 27.63` _ --P - — SCALE'rNFEEr CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BUFFALO AVENUE NOTE RANCHO CUGAMONGIA U SEE SHEET NO.1 FOR TYPICAL PHASE STREET SECTIONS FROM STA. 22+00 to 8 th STREET PARCEL MAP NO.7797 APPROVED BY DATE --Z-'? CITY ENGINEER R.C.E. NO.23889 DESIGN JOSEPH B. HYDE , P. E. RECOMMENDED CONSULTING CIVIL ENGINEER DRAWN 602 HILDA STREET SHEET L. C. ANAHEIM, CALIF 92806 4 OF 6 (71 ) 91 - 8800 CHECKED 2 DRAWING NO. W. H . R.G. E. NO D793 .. AT �a�l-O; FILE NO. o $ r. / /REDUCED PLANS ' ' ' 11 ~ , . \ L-777,9' 6/2 BENCH MARK: Pcl BRASS DISC. IN S, END ro OF THE WEST CONC.. l/+ BRIDGE ABUTMENT OF A 6 to cc fu S. OF S. HANDRAIII BELOW TRACKS. "AA V4 Al 00 to a ,n *0+ Z—�!2 uo PROFILE SCALE CONSTRUCTION NOTES: (D CONSTRUC T 31' A.C. OVER MIN. 4" CLASS I[AGGREGATE Q CONSTRUCT CONCRETE CURB & 24" GUTTER (8" C.F. ) PER CITY OF RANCHO CUCAMONGA STD. DWG. 303. T CONSTRUCT CONCRETE DRIVEWAY APPROACH (COMMERCIAL) PER CITY OF RANCHO CUCAMONGA STD. DWG. 306. 00 CONSTRUCT UNDER SIDEWALK DRAIN W= 41 PER CITY OF Lol RANCHO CUCAMONGA STD. DWG. NO.507 & PER DETAIL SHEET C-1 - V R�? 11 0 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA STD. N 8.1 Nf §' __� 0 ADJUST MANHOLE FRAME & COVER TO GRADE AFTER PAVING 'y- DAY TON fu DRIVE fu R/W co 16 jj DESCRIPTiO."' —OF REVISION DATE JAP�PRT8?VED SCALE IN EET CITY OF RANCHO CUCAMONGA NOTE PLAN AND PROFILE 1 SEE SHEET NO.1 FOR TYPICAL DAYTON DRIVE STREET SECTIONS RANCHO CUCAMONGA IE PHASE 1 2 SEE WATER PLANS FOR CONSTRUCTION OF WATER LINE & SEWER PLANS FOR CONSTRUCTION OF SEWER MAIN PARCEL MAP NO. 7797 APPROVED BY DATE 3-271- CITY ENGINEER R.C.E. NO. 23889 DESIGN RECOAT C, K__ CONSULTING CIVIL ENGINEER DRAWN 602 HILDA STREET SHEET CHECKED a# o i 30 x REDUCED Pt A►NS INCHES ON ORIGINAL PLAN 1 0 11 ° rn o:oo' 110.80' 79 BENCH MARK: < _ o.c. ON TAXI, 65,40 V;C 0,01Ivr ON TAM 120-A .ELEV. 1128,039 f n1,-.s _ Pr r11.,63" x BRASOF S DISC. IN EN 72.30' 27,70 A14 A14 n14 _ a L 27,70` b La27.7 L° 7 P L•2770 Q ABUTMENT OF A STEEL m '+ 4 m. GIRDER BRIDGE ACROSS H TIWA A FLOOD _ _ 8"A.C,�IKE m CONTROL CHANNEL, 1.41 S, vO- C1� -� '�- _ p 97% ,±± OF S. HANDRAIL, 8,01 S, �_ - OF $, RAIL, 9 POLES E. OF o o EXIST, GROUND R W•LY, RIW ?'� w ` R_-1.0��: — �'_. . ROCHESTER AOE 0 2' FUTURE R=0,4O �y, E, OF MIL EPST'95 &12.11 A BELOW TRACKS. 115 W LY T, C. GRADE 8" C, F m fOG.45' 107.22 ` ON CROWAILINE.. ON CROWNLIA14 'u ci 1 FG. CROWNLINEE o EX1 ST, Al,N.- -4 0,WTCRL1A1 R= 0 42%_. CA 115 115-v�a - 1ZZ Oyo cn + = L-88P. I 24, Vt.' i ON 7AN _ r �� m N • FG ,.I:oo' BUFFALO AVE 29,17` I L�38-IB'V,. 5.75 ON T!•lN _ P.L= lif7.6 N TAN �:i If, 8" A.C. D I fCE c°>a r E-XI ST• GROUND Lo E'L;! R / I(� N - R so'ld R = 0. 40" a =2 ... m r ,. ✓o �i 115 ` R : 2.40� _ v Q. , XGrytic90 115 �sj ' U C9 - C[ 4 gC F C9 O Q ,,O FA. ELY TC. GRADE 8"C. F� maw a w'= oci �� _ G 1t1 �m R1 a/4 414 A14 a/ PROFILE SCALE r- T. 5.14' ,. HORIZ, 1"= 20' o.e. VERT 1"= 4 25 26 w V � I• o� >n � I hu CONSTRUCTION NOTES Q.31 � - ►�� G n J'I� CiW p} mT o I lid (DCONSTRUCT 3"A,C.OYER MIN. 4"CLASS 31 AGGREGATE BASE PER STD 201 p CONSTRUCT CONCRETE CURB & 24 GUTTER (8 C.F) PER CITY OF RANCHO �� �� �m' \`� I 15 E FUG• CURB & GUTTER m CUCAMONGA STD, DWG. 306 lb oy I N89°-43'55'W r00.00' ' R=0.40q I _ _ f _ _ 6 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD, DWG. NO.401&402 0 pp�Y 1b = y N87' 38q --�:� -0 )�--- �ga� Er�3r- t.P. ^ N o G• BO CONSTRUCT A.C. D1KE PER CITY OF RANCHO CUCAMONGA STD DWG. N0.313 9° � _ ///z3 .�A' m 1 11 12 �° ` o� �``.CD' �yhy�:. �`` °j ` .�'' � 9O ADJUST MANHOLE FRAME iS. COV`1? 70 GRADE AFTER PAYING IS COMPLETED - CXIS_ 7. E. T7 , c ap sj�� N ,n /g6,g3F�C vy�� C,R�•�J� \ �' ,-4 50/ P C. �ry 1 �� 6•cs p . a OWVLiA/E7 10 CONSTRUCT 8" THK, CONCRETE DRIVEWAY APPROACH f W= 40; X'=4 3 PER CITY OF lZ Q nts,53fLTcs to �Z RANSl�oN_ __- C° - 1 = 20 tLCONST. `� ��`•,y��'.^^� O C l�,o`� 1 9d �, '.' F9. - r �`� N 88° 03' 10' E n RANCHO CUCAMONGA STD DWG. 305 (MODIFIED) SCALE R .��� �r21 "' �` 15t99.12 ^I.,�? Sth ST. _ — t ^p 20.00 �_ _�/Ic.a5r.¢ 23.A7' - PRQPQSCD�8th ST 11 REMOVE EXIST. REDWOOD H 4DER ///G.39F.L. 51.. 00 ' /// t �-- t a 13 ``�<` �• r< 5.78 -T EX15T.E.P- 12 REMOV'E EXIST. A.C. PAVEMENT ST. - 11 f s° a O r , f ' , 55.75` �i 9J h Cc o 1 a �' D' s Q' >> ��` N m 13 JOIN EXIST. A.C. PAVEMENT tL FEATHER FOR SMOOTH JOIN a �g {J > F.S. o p _ agor �. 2 v a o P Ci w q�Qw FCT . �o` —_�1 pa �. rp tc p� �/�, F s m ,�. �: a � oo /y,o 14 PROTECT IN PLACE EXIST. POWER POLE (P1-ACC GUARD POSES AS S!•IOWl.I /3-ToTAL�. EXfST £.P. .� \`,�y, 'd16'81 OCw/FF a: i15 INSTALL STEEL GUIDE MARKER TYPE'K' PER. CITY OF RANCHO CUCAMONGA STD. DWG. 403 NGco x�oi(° V m I�47 T �� f3`0,40i� FUT,CURgF.GUTTER i R I W - �STESL GUARD POs'iS a. x R1W �� N i N� G PER DETAIL SELONI (3lo;.i t� :/ ti�}.N � NI k tt -3F�, O I Nui 3, a moo' IQ,: ivl - (\ty� r` N / -FUTURE CUR6t GUTTERN4 B' J 2z' 22' a' l I I' I I`11,S.W. t I. O 0.5' MIN. S.W. VARtEs �' MIN• ?- �y, t BUFFALO STA, 25+83,64 B.C. R. (MAY VARY) 4'MIN. nh J ry0%y1 njiy G END CUR84GUTTCR � - N �O^. �• '. 6E6..k:C. DIKE -N 9LOPE� Yt' PER F7;��—LEVEL .... LINE gt oP LLy U. 26 ILI T.D._ t a 5ao�' IFS FUTURE Sth ST. FROM STA, IF'-01.95 E,LY. ; I' N w�— O Q`O u -r MAO�RTAR ADDED KNUCKLE AT Ht1FFALD AVE_f 8TH ST 3-11.83 CURVE DATA O A R L T- A 8' 13' 25" 100' 14.35' 7,19' B 8° 13 25" 95, 13 G4' G.83' C 9G' 18' 16" 70' 117.GG' D 9739' 49" G5' 110,80, E 1' 40' 45" 100' 2.93' 1.47' F 81° 00' 41" 27' 38.18' 23.06 G 87° 45. 39" 31 47,48 29,81' 1 67' 45' 3:9' 3G' 55.14' 34 GY 1 87' 45' 39" 58' 88.84' 55.78' J 87" 45' 39 70' 107-22' G7.32' z O , z o J ( 1 6 �; DESCRIPTION OF REVISION DATE CITY o APPROVED o,: i us'•: t I ,{ 11 a"DIA.STEEL POSTS CITY OF RANCHO CUCAMONGA FILLEfl WIT" CONC, ' a, -u PLAN AND PROFILE 2 m A.C. DIKE SECTION 'A -A' d BUFFALO AVENUE I ? .� l RANCHO CUCAMONGA I[ 1 I PHASE a o, N I I Fs. FROM BUFFALO AVE, STA. 24*78.07 TO 8TH STREET STA. 15+25.42 .�, ;;,G,= - — PARCEL MAP NO.7797 DAT E ate :i'I I ji ���y0�<• `\��o . �' O APPROVED BY >> 4a; ��• F• - CITY ENGINEER fly R.C.E. NO.23889. 22r7R,07 0.C. r� MATCH LINE � L OuFFALO STA. } DESIGN /. RECOMMENDED J( SEPH B HYDE o E t ,o I I SEE SHEET c� �.. y I CvhICRE iE — C. K. cG End^n�eri.�a �D F� �• • v :• 5 22 22 s G I t � CONSULTING CIVIL ENGINEER- {` I �Z'� DRAWN 602 HILDA STREET SHEET 27' 27 L. C. AI`IAHtiM, CALIF. 92.806 6OF 6 GUARD POST DETAIL - (714 S, I- 11800 CHECKED DRAWING No. u R.C.F.NO/. t 793 W _DATE '° o — FILE NO.__ _ r I A. i - ..I-