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HomeMy WebLinkAbout2274 BENCHMARK SetBrass i rt t corner f catch ai F RAN HO CUCAMONGA CiTY 0 C stamped 175'± south of Arapaho Street, north of the 1-210 ri n the t side of Et1wanda Avenue "Rancho u nBench Mark 10070 A" L :1447.992 H ..... HLAND AVENUE =q..W , 1DEiNALK IMPROV MENTS FROM ROCHESTER "ENUE TO EAST OF DAY CREEK CHANNEL .l� GENERAL NOTES RANCHO CUCAMON (,'x"'A I 1 , All work shall conform to the Cityc tandard Drqwings and the Standardi i tin Public r i , (Gr , iti n n i l i ` u I C05TRUCTION • CA.C. T V " AGGREGATE � . lit i tili i tructur s r r fr it i r c r . t c ll 0— �<tr nil f r cin ll tilii ubsrcr i i t c tructi li i i r j c " THICK P.C.C. SIDEWALK, WIDTH °' �� � a A`N n ll responsible f n result construction operations. ° DE SYSTEM PER CITY . NO. 103. ORCHAR ,raf)A CHANNEL ' ® %MLSON AVE, N T LL LIGHTS V. S.C.E. ® Ii Underground is I 1 - - 1 following utilities two working days prior tconstruction rregarding rol • BANYAN Mc � BANYAN ST �AN�AN SCONSTRUCT DRIVEWAY APPROACH PER CITY STD. . 101. 77-\fGh6LAND CONSTRUCT » » U I T . 104. c , AN AVE.- SouthernCaliforniai r i i Co.. 1 California -210 SAWC a 19th ST,— 1 ZZZ - nesR!A ST. uTA.C. T. MONTVSTA ST. MO ST.Verizon Communication n S P R R JUT PULL BOX TO GRADE AS NEEDED. Cucamonga Valley War ' r t 1 BASE SNE ���� BASELINE AVE Cha rCommunication (951 ) 11 Q FILL I T I . ( X. 1C.Y. IMPORT.) rMZa CW4 Lo ONU ON ST. Metropolitan r District 1 -- _ CHURCH r{ 0.12' COLD PLANE AND VARIABLE (0.12* TO 0.30') A.C. . Ce SAN BERNARDINO RD ¢ W CT a p �a 1 T 4. The contractor II notify City RanchoCucamonga lit Department, T Cly Rancho .�Q FOOTHILL BL (SR66)B� ! PLACE. Fir n n f c ch al i rit, 7 hour ri r to con traction i ici Y tour n R nr ARROW R(}UTE 11 V TI COBBLESTONES. road closures. a: Sth ST ❑.FRSE BLVD. inspection 6th STREET A T&S F R R AM AVEQ?)— ADJUST LT T (BY 5. For In tin f this project, th ntr ct r shall contact th a lit Works Section at ( 0 ) 477-2740s th STREET 6th STREET N.T.S. 1 LOCATE LCT ICL METER BOX (BY Monday Thur t least two working prior t t construction startdate. 6 STREET } permit ll in from i Cucamonga prior o n construction r CUT V EXISTING DRIVEWAY APPROACH. 4th STREET w U encroachmentwithin any City of Rancho Cucamongaeasement or rights-of-way. - CUCAIJIGA � G_AU_S_-,._B_AR 1-1Q MIEEWAY 7. During the construction o roti n I 1 ' lane h direction II provided for SGNING & ]PING 140=. direction f travel on all streets at all times. The trafficlanes hall be maintainedpavement n RE-PAINT AFFECTED STRIPING. hall remain unobstructed. i I N lTY NOT TO I ( ) SIGN AND POST EXISTING 8. The Contractor shall familiarize hi I i II underground utilities, pipes and structures, and shall ta ke REPAINT 45 MPH LEGEND sole responsibility for the repair/replacement, no cot to the City, for any damage to said LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK underground utilities, pipes andstructures. SHALL BE THERMOPLASTIC. e Contractor shall verify all conditions nd dimensions shown on the planst the siteprior t 'LY commencement of any work. All discrepanices shall be reported for direction immediately to the City. CL ' 11' RW `rSBCFCD 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess r 6' 1' any and all contractor licenses, in form andclass required y any and all applicable laws withrespect to or 9 BENCH x any and all of the work to be performedunder this contract•' Including but not limited to a Class " " License •1 SLOPE X inrnContractor) - (Concrtonractor) uficnt to cvr all t work ngi1.217, 4. - DAYLIGHT performed by the Prime Contractor in accordance with the rovisions of the Contractor's License L (California Business and Professions Code, Section 7000 et. .) and rules and regulations o to IES PER PLAN X pursuant thereto. . �, 10-.11G0 ,,COMPACTION x EXISTING UV U TATIO 5 ® All existing survey monuments that will be disturbedby this project h lI be referenced an reset y the City Construction Surveyor i-n accordancei c i 771 of the California Surveyors Act. Found monuments are shown on the plans and described as follows: Q�°'`� (FOU ) t N.T.S. 16+50.00 TO 17+25.14 STRIPING GENERAL NOTES 1. All details and dimensionsr traffic striping and markings and the installation thereof s Il conform .� No. 53672 �o to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City 'LY �► Standard plan o. 133, unlessapprovedr directed iEngineer. �. os-3o-7, CL 11' t S CFC ►1°,. 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall ca�.�� conform to the Standard Specifications for Public Works Construction and the following provisions. 10' 12' 6' 1' OF­ENCH X pavementA. Ilrine shall conform t city maintenancestencils, ( ) unl otherwisent . 0' ' ' :1SLOPE I B. All conflicting r ffic striping andpavement markings shall be removed T SANDBLASTING. _ o� • . DAYLIGHT C. Sufficient control points and spatting removed during sandblasting shall be replaced prior to installation VARIES SEE PLAN x of stripingn rkin SAWCUT AC o.". PACTIO X D. II control int n spottingremoved Burin sandblasting shall replaced prior t installation 1 stripingmarkings. E. it control it spotting shall be inspected and approved by the City Traffic Engineer prior to HIGHLANDN.T.S. DESCRIPTIONMy REVISION APPIRMED.- installation of new or replacement striping andarkin s. g 17+25.14 T 25+00.00 F. All striping andt markings installed on new road surfaces ll be approvedlow VOC type, 'L Y C" Ur RMC0%;H0% (D"U'CAMUNGA 15 mil this (wet). Installation shall be in two coats with the secondminimum of two weeks after the RW first, unless i noted. L 22' 11' SBCFCD TITLE SHEET All thermoplastic tri i v nt markings shall be installed in one coat and10 mil thick ( y), 1 ' 1 1' unless XM UH U imUL 1 , LEGEN . H. Under conditions shall rI v i r holidays withoutappropriate striping ®1 L a 5`30DEW" IMP"OROVEMENTS and markings the satisfaction of the CityEngineer. 4" A.C. PAVEMENT DAYLIGHT _ X FROM ROCHESTER AVE TO EAST OF DAY CREEK CHANNEL I, All traffic striping andpavement markings shall be installed it II appropriate r it n traffic control � I LN _� X _ • measures, iaccordancewith thecit nstateC.A.B. t NI_EJRICE 5�672 J. Temporary or construction stripingn rkin II be in accordance withcity and stater Q - � X EXISTING A.C. T V FLAN PREPARED Y: n directed y theCity Engineer. n / MA V EXIST. C11Y OF RANCHO CUCAMONGA .5=' Street3. Signs II installedr iStandardI n401-A. ' ' '�'' CENTER DRIVE RANCHO CUCAMONGA, GA 917, 0 Cr Q1`1 ~ MVA1 . Traffici ll installed r City r In 1- . HIGHLANDOF 6 N.T.S. CHECM MOM NO. LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK L THERMOPLASTIC. 25+00.00 TO 25+25.00 f 0 ........... ....... ... ........ ............. ......Iale K mAR BENCH 4-- ------- Set 2.5 Brass Disk northwest corner of catch basin t ------- ------ :t South of Arapaho Street, 32'± north of the 1-210 bridge on the west side of Etiwanda Avenue r ------ 4------------- stamped "Rancho Cucamonga Bench Mark 10070 A" II........... ....... ELEV:1447.992 I --- --------7............It ..........t ........... -_­-7- 4-7T77777 .......... -— ------- -­_t ------------Lr . .....00 c1q -0 .......------------ ......t 0)CY)............ t---------- ----------------.............777' ---------- ........... tF 0 L-----------ill <: P "OP StV7b F- ----------- .............. ........ _------_------_-4� TOP-b - 7 I ....... ..........----------- __......... F ---------7--------- ......----------A ri +L)' 'ORIZ.VU"r. SCALE ,A9+00 aftft+0%0 A +00 13+00 14+00 15+00 16+00 117+00 18+00 2-1 22%.+0 0 23+00 I%01 V) OUND C/P WIN PLAS77C PLUG L9 M F rA UPED 13 5 tK 15+00 16+00 7+00 18+00 (0 19+00 SAWCUT A.C. 20+00 21+00 1 6 22+00 23 4-K C14 1499.03 FS XIST /-PROP. S/Wf�QEMX 77= vuwll� TT_ ff- 1 =40' PF1(FACi: SIGN SCALE Dd NO E-=T. C.L. FENCE,, NO: 135 '63 3 PF (FACE)PE SPEED LIMIT y N( CE)ISTj R/W 0 NO,: < W�><JCt_-�=____x------ DAYLIGHT 3�2 67�X M En < cc 7 M.CI-LAL INK FENCJ�, x M 0)00--'w W �_F :C * q_j 3:(D V) C44 O , << 3:r> U):3 r-— ... C-4 T. C.L. FENCE Cq 0 0 3: V) 00 0 Ljj no U) z 0- V) :D < F_ K0 + rr) _j C-4 —0 _j >OF- + W + . + + CD F.: Li U) 0 C;u OM + + LLJ< V) cr_ Cq Jd r�_ + + C-4 n W W 00 Ld 0 Lj CF)Pr)x (n r*_ in 1-: o C14 V) + z 1--w 04 F-: + < CD K W OM M W V) C14 V)7 10 00 <=) k 0 ) C-4 V) W_j :20 1%7 MOL ROCHESTER AVE A VIEN UIE 0% L I&%-I- 0% 9 RU IuN N=. COLD PLANE 0.12' DEEP" A.C. PAVEMENT OVER 5" AGGREGATE BASE. LU C.D Wz: PROPOSED FINISHED CONSTRUCT 4" THICK P.C.C. SIDEWALK, WIDTH PER PLAN Uj SURFACE PER CITY STD. DWG. NO. 103. -------- IN Cn x 4. . 6Uj C/) CITY 0 X DESCRIPTION OF RDASION DATE INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E. E .4 4- Q EXIST A.C. SURFACE CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 1 01. F_(4 � <C0 CITY OF RANCHO C%#CAMONGA 2:1 V_(5 )-- CONSTRUCT 8 to CURB & 24" GUTTER PER CITY STD. NO. 104. -M 2:1 @'%I A L A 0 I. A.C. PAVEMENT. vzzzzzzzzzzzzzz P R'f%F1 LE DAYLIGHT x W RET. CURB 7 )�-- ADJUST PULL BOX TO GRADE AS NEEDED. 0 Uj )-OLO)00 _0( 00 HGHLAND AVENUE 000 a: Uj U3 0 0 (),I 0 000000 0 00 F-: QQ 0(8)— FILL DIRT AND COMPACTED TO 90% MIN. (APPROX. 201 C.Y. IMPORT.) SI"EWALK IMPROVEMENTS x x (9 �__ 0.12' COLD PLANE AND VARIABLE (0.12' TO 0.30') A.C. OVERLAY. UZ1 C REMOVE RESIDUAL AC LEFT BY COLD PLANE OPERATION TO PROVIDE J I N T E TA I L NTS I4 /.IqL/I(10)— PROTECT IN PLACE. APPROVED BY: DATE. PULL DEPTH BUTT JOINT FOR OVERLAY. CITY ENGINEER RCE: 5S672 (1 l)--- REMOVE PORTION OF COBBLESTONES.\.� DIMM PLAN PREPARED BY: 6_2'�— ADJUST ELECTRICAL VAULT TO GRADE (BY SCE) L AVA M CITY OF RAL NCHO (;%UCAMOONGA 10500 CIVIC CENTER DRIVE CONSTRUCT VARIABLE HEIGHT RETAINING CURB. DPAW RANCHO CUCAMONGA, CA 91730 MVA 2-OF-6 CHEOM DROM NO. D 2 2274 tK _7-7 LILL 7=/__01 11 11-1--00 C C;-S�r P B NU M K AAR" E W Brass Disk northwest corner of catch basin Set 2.5 1 tI /O south of Arapaho Street, 32 :r- north of the 1-210 bridge on the west side of Etiwanda Avenue t ........ ------- stamped Rancho Cucamonga Bench Mark 1OU/U A I ----------- ------- ELEV:1447.992 ---------- t i_e ............. ------ T_ T 4 7------ 7-7— 777 i . ..... ......IT .................CY) 4 ... . ------t-Cj 777 I4-- -4--------­­0 ..........------------ ------------ . .. ..........----_------ -------- ..........LL -- ---------- ......... ................ ...........t:I ------------- -------- .................*CALE- 1 =40 ------ ------r%1r HMIZ. 1 "=4'VE S`LE 23+00 2N+00 25+030 26+00 zAft 7+ 28+00 LAJ _j qc�< 0<> 0 0 LOZW FOUND 2'PRASS DISR,S FAYPf f-OUND I t R,L 5 5022 00", 1 6 5 24+00 SAWCUT A.C. C?_5+00 9 26+00 5.390 27+00 27+4 .46 4 e% 0 2 S 7 1490_ G, 149 7-9-0.0-1 61L 148.78 GL 489.01 C1. =40' SCALE I Y 4 0.7 C,1 35 7 G� 14,914 �S 1489.6 GS zi 8 G.1,VE 4 ME 90� --------14 Z 148 1487 3 CS 7 GS 1486.9 CS 148 7 G51 148 Z'X0 1486.4 G5 r485 4 GS Lij 0 LO q F- to 0 10 M 10 x x Cj 0 C*4 0 CO 0 X0 C-4 -J +0 > =< 0 LAJ +M C r- > < LU 0_j Lij 1._: tu <_j Lo+ V) < (n Q�_ F_ C14 U) d <a� Ld j U M Ld I I _j :2 4 (4 ) LU <:D Cr __.L1 V)(D6@ < < < < U4(n :D (n EXIST MATCH S/W 0 EDGE _�Ikl IT AVEMUIE C&G ELEC. VAULI 4 V/V EXIST 7-VB_0%0% In C&G 4 FRUCTIUM CITES L0 PROP. 4 ol %<4 -------------4(1 CONSTRUCT 4" A.C. PAVEMENT E. C&G Cb ".. 'I 8' R 8 R_\ C" CONSTRUCT 4 THICK P.C.C. SIDEWALK, WIDTH PER PLAN C14 DESCRIPTION OF REVISION DATE I/ T_ f"I PROP. MIRIMAED: PER CITY STD. DWG. NO. 103. 4 11 . I - 11 I-- U) \_E- IST. SIDEWALK 4 W 0 x r-, 44 0(3 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E. 0 Lo. Cq 4* - :D CITY OF RAN%0110 CUCAMONGA OF, . . .. . . 4. < < C*4 .4 C*4('4*)— CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 1 01. 0 > __j+ A.C. D Q0 M _j < < 0 PLA N & PROFILE 4 04 > M(5 — CONSTRUCT 8 CURB & 24" GUTTER PER CITY STD. NO. 104. Cq <* > < Lli > Lj Cf)(6 )-- SAWCUT & REMOVE A.C. PAVEMENT. N I 211GHLAND AVENUE 4 10 10 ADJUST PULL BOX TO GRADE AS NEEDED. 14(7 ) SIDEWALK lMoftROVEMENTS EXIST. 0 to 0 fA LO R/W Id (8)-- FILL DIRT AND COMPACTED TO 90% MIN. kmPPROX. 201 C.Y. IMPORT.) RO"CHESTER' AVEWE A ai LO OM P"- + i--w DATE. 'A /?-c\.A 0 (9)-- 0.12' COLD PLANE AND VARIABLE (0.121 TO 0.301) A.C. OVERLAY. + Lo <:) APPROVED BY: 0 ........- 't C-4 CITY ENGINEER RCE-0 53672 Cq U(10�— PROTECT IN PLACE. DMM EXIST. GATE EXIST. C.LINK FENCE MVA (1 1�— REMOVE PORTION OF COBBLESTONES. 12 ul"ITY OF RAr'X"'HO CUCAMONGA u R IVEWAY ETN L_ 10500 CIVIC CENTER DRIVE(12)-- ADJUST ELECTRICAL VAULT TO GRADE (BY SCE) DPAW RANCHO CUCAMONGA, CA 91730 NTS MVA 3 oF 6 03�— RELOCATE ELECTRICAL METER BOX (BY SCE) CHECKM DPAWM NO. (14)--- SAWCUT & REMOVE EXISTING DRIVEWAY APPROACH. RD2 2274 f+ tit 1`10 14+ 75 16 + 25 S'LY X X 17+ 50 ' 1499 ___-_ ._..._..__... _______ .-_.__-_._.__.__...__ -__.___ __ ___.___-__.___RW—_________-_______ ____.__.. ___. SLY I SLY 149 9 149 5 __.._._ ________.__.____. .__-_-_.___._-_.__--______._.___ ._.____ _ _._..____ R W___.. ._ _____..__- _____ I _ 149 5 R 1498 .". . 4 x __.__ 1498 1494 ca.____._._-____.__-- X 1494 1495 _____._ ._ _ ___ �__ 1495 I 0) 0) I ��' x 00 149 ._.___._._.___.. �_ __ .-_____. _.._.__-_ : ;. _- _!_.._._._. __.__.__-.-__.__.._X_ 149 7 .-- -.__ _ x 1494 �• 149 ___._.__..._�___.____...._.___. ___..___ -�._____._.___._____..__. __....._____...______.___.._.___.______.____.__________ _____._.__�._.___ 1493 1494 "� �' 0 20 40 _ __ 1 =_ tl 149 6 -1- 1496 0 20 40 1493 �' ________ _ _. '_ ____ _ _.__ ____.__. ______x 1493 �- x 0 20 40 16 + 00 S'LY 17+ 25 SFLY 14+ 50 1496 __..___... _._.._.__ _.. __.____-_ _.____. __.... ___._..________ __ __ R w._.__._____.______.___..______X___.-___ 1496 __-_________________-.. R �` ►�1500 _.__ _.___.._...___ ___._._.____.__.__ ...____.____ _..-___ _________.___._____ W___.____.__.____ 1500 149 __.___a_ ._ __._.__._._ _�—X.__ 14951494 • � ,; 149 4 X & -� . X 2.82 ..`:' 1499 --_._. .___..._..___.._._ ._. _....__...__. .____._.__.._ ...._.______.._._._____.______ __._.__M___________.____ _�___ _._ 1499 ao x 149 4 _____.___-_______.__ _-.________._ ___._._..._ _ ____ __._____._._.____..__- __. ______.___.__.-_-. _..___..__-____ _ 1494 1493 ____.__-________ .__. __..______ 0 20 40 n 1493 0) x 1498 1498 1492 -�_.__�__..._.__.___.__ ___..___._�.__._____.____.___.___......_______._._ __w__ __________v________ _______..___.__________ / 1492 0 20 40 1497- `. X _____ .__._....__.- ___,_.____ _..____._.__.___. 1497 Cn of 17+ 00 15+ 75 _..___.___ _____.__-_______. ___ __-____ ..___-__1496 __._. __......___._..____.... ..._______.___..___ 1496 ( � 0 20 40 X = S'LY Q SLY 1496 RW 1496 RW x x 149 - .__ _ .._�____.__ _. : . ____.__ __..._ _ _____x____ 149 5 149 4 __.__..._.___ •._ ___ q+1. _ _._.__ _ ___. I Lri L6 Cn rn 1 *. !'p _ _._. __ ______.x___ 1494 14+ 25 14941494`® 1493 1493 0 20 40 S'LY __._._. ._._._..__ __....._..__ -_..-_._...____.._..-._.._ __._.__________.-_...____.- _._. _._.._______ _._ __.R 1500 _._._ ___.__._...___ __.__.__.. _x__.__ 1500 1492 __..m _.___ ______.___.___ ____,__.- __._..________ ___ ____.___ ..__._ .__ __ ____ _ ._ _-__. _..__ 1492 0 20 40 _._... ___...._.____..__..-. _.___.___.._..._. .-_._._.._._._...... __.____._.__._._.w_.____..______ ____..__. ___.._. __._-_.___ x 1499 ,�____._.._.___.._. ___.__ __._ 1499 r� 1498 1498 15+ 50 d°'- ¢ x S'LY x 16 + 75 S'LY 1497 _. __..___.____.._ _._____._.._-._._ ..__. ________.__.__._.-._.___ _____.______._.__._.___.____-__.___ .____.______.__._._ _________ _ 1497 RW ____.______-_..-_____. . ___._________-___- .___ .__d___.___ __..___ _.__ _._._____._ _-__ ______ .__ 149 7 x 1497 W 0 20 40 _ Q x o�o 1496 1496 1495 X- 1495a co Cil rn f_ _zr77P\ 149 ____ .-__ _._.__.__ _. ___ _ ___ _ ___ ___ _M____ _._.____ _ __._.__.._ _ _ ��_._.__ __.._. ______._ __ __.._ ` tea• x 1495 1494 1494 0 2 40 4 4 r- 14+ 00 0 x 1493 ____ .____. ___ __ __ _ _.___ 149 3 S'LY 0� _ __________.. 2Q _ ____._.____.._____ .___ ______._____4� 1501 __ _......_.._..__._.__.___._ __.... _._._.._...__-._ ._,. ._._.._..__._-.._. _ .___.R !!_-.__._.___.__.._._____.. _.___ _.__ 1501 x 1500 _ __-..__._.._____.-____._.___..___..____..______ _._._.__.._._._.__.____.___. - __ ____... _-_ ___ ____.__�,,,�_____ 1500 16 + 73. 80 x 15+ 25 I = x JC INEXI T SLY fv RW -� 1499 ------ _ ._..___..._._.________._._.._._ .____ _._.___ _.__.__..____ .._______ _. _...__ ______.___x_ _ 1499 1497 _.__..__._____._._______.____ _.__ _._____ _ ___.__.._. ___. ___________..._._____.____ _..______ _ ___ _ __-___ -- 1497 r, S LY 149 1498 1496 ________.____._._ , �' ___._.____..__..__ e��__ __.. __--___.______. .__1;. �Qv �. R W oa _' �- -- __ ____x____.._ 1496 1495. ' �„ -__ ___. __._...___.__._____.___ -______ ° __.._____._._ _.__________._X____. 1495 Lo t u� t d. 1497 1497 1495 0 20 40 _ 149 5 149 4 149 4 0 2a 40 _ j 24y. ... .�... ,�,, �. 1493 ` ' 1493 d- X 0 20 40 15+ 75 15+ 00 15+ 00 S'LY S'LY 1501 _.. ._..._._.__-_____.__...._____.___..____-__. _._._._..___.-.__.__._.__._ ___ __RW __-._ __ _____._ _____._, RW ( _ 149816 + 50 ...-.—EXIST.1501 1498 _ _________._-__________ ________.._.._._ __. _._..__w__.._.____-.______. ...___ ____._.__. ..._._..____ _._ . _..___ x R x x S'LY 1500 • RW 1500 149 7 ___. ___._m__ ___...____. _X_ 149 7 149 5 __ __.__ _____..__. _._.____._.___ 1495 Lf? — --- DATE— DESCRIPTION OF REVISION c" .14 � ._...___._�_ _..._.__.._ .._..._._�___..____.. ._._..__._..__..._ -- ____ .____-______..._� ___ __ _. .__ ___.__ 1499 1 q. r'' ____.___..____._ _..__ ______..____.._.__.__... __ _.__---_-____ _._.___"TM.__.__-_,__r,..�__ _...__�._...__.._�X.______ � 4:-.; ::s.. ': T. _ x 149 6 149A- 1494 0 Lo 0) 0) Aa"GA X v C5 x x �{ �- x uff Y OF RAN(o%;H 0% 'to ft;U C A M 149 _____._________.__.__.__.__ _`.___.__._-._-_._________.___._ _.__ ____ 1498 149 _ .__._.._._- _____.._.__ ___.___ ____.__.___.__ _._-_____.______.___._____ _.____.____.______.__..___ __.___ ____ ... . ._.__.__. ...-__ _._._ .____._ __...__._________ 1495 UN 149 _______.__.__- -___-. 1493 0 20 40 0 20 40 0 - __ _____2�_._-_ ___. _.__._ __ _._ _____4� _.___..___. _-. CROSS SECTIONS HIGHLAND AVENUE SIDEWALK IMPROVEMENTS STA 13+75.00 TO -STA. 00 a APPROVED BY: DATE: Li/Z A CITY ENGINEER RCE: PLAN PREPARED D1P; mvA cnyOF RANCHO CUCAMONGA ° DPAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 SCALE: } V SCALE• • . 21 + 50 LY 1493 RW 1493 x 19 + 00 x 1492 1492 S'LY R W - x 1494 . 3 � � 149420+ 25 -- -- 1491 - - - --_ ___ _ __ -. _} __._ __._. ._-__ _ _______ \ __.... _._._______. ..._ _ _ 1491 Ix S'LY \ __ _ ._____ 149 3 149 � ,�,� _.-___.__._._________.__.______._._.___________ 149 4RW \ _ _.. __._________ _..._._._._..____..______.m. ____. ..____...____- ___..__._ _..._._____... _ __._______._ __._ n.________.___.__I_._ 149 4 1490 _ _._. _ _ _ .__....___..__- _ .._.__ 1490 cv cv �� 0) 0) � � "•�,`'� I g X \ -3.a'� 149 1492 --- x1493 _.___._.___._______ _.._._.._ _____.._.�,_�� -_.__�� -31__.___. __. _�_ _.�_ ___._________ __.__.__....__._____._.�—____ 1493 1489 0 20 40 Qom} 1492 ____.______._______.__. _.. ______.___._-_._... r _ - __________ __ `� ______ __ .__.___ _.___x_.__. �, 1492 1488 __ ____.___.__ __�___.. ___ ___ _______. __ ___. _.____________.___-_. __ _.._ __..___.__.m______ _ _____. --- 1488 0 20 40 � I 1491 __._.._.._-..____.. ____.. x 1491 0)It 0) 18+ 75 ( 1490 ~�x S'LY x 0 20 40___________ -._ 1490 RW I 1494 1494 21 + 25 00 'amu •� . •'. :6 1 49 1493 RW _ _. _-__w_ ___._ ____ _ _._._._.-..__ _ cu cv -- -- 149 3 -_ _ .__ __._....____.____ _ __.__ 149 3 149 149220+ 00 0 20 -' v� r 40 S,LY 149 2 _ __.___._ __.._ - _..__ _____ _ .____-.___ ._._ 1492 RW �'� 1494 —__.________.._._._.___.m______�________._.____ _.__._.___..__ � \ ____ ____.._. _______ .._._._ _ _ _ 1494 1491 1491 } ____- .—� 1493 .._._.__ _.__.____. _____.__.______._ ...__.___. _ __._._ __._.. 149 3 '- -s.. 3.'s�_�?;�--__ -- ,..., .a,��� .._µ. ____.. �__ __....�._____.__�____-- 149 ► `- __.,.�_.._ _______ \ x 1490 00 co 't _lx 18+ 50 G X 1492 ________..___._______ _ ._.____. _. ___._-____ __._ x _ 1492 1489 --__ _ _.__ ___.._ __. ____.________ _._ ___ __ _____._ __ 1489 �`Q .,�\. I SLY0 20 40 R W I 1494 - __..._. x__.__. 149 4 149 1491 ® Q .. .. _. I c) cn 1493 ____..__ .._1 _ _ _._r_____._ _____..__.______._.___._____..m._______. __ 1493 1499 __m. ._.___._ ___.._._ ___.__ __ ._.__._ .n___.___.__________.__ ..__.____ _m..____..__ _____ _.__-_.____ _ _ _ 1490 cv '' 0 20 40 �- x 1492 ___. __ _.__._.._......._.._.____. _.____.____ ___.w_________________.__ ___.__.___..___.._._ _____.____..._ ._ 1492 0 20 40 21 + 0 S'LY 9tiy. 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ENGINEERCITY 53672 . 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X.s. ,� ■ 139 -3 c 2-1/0 - 2 AL GLP 600V( t HH8336F} z .; ., -1/ & 1 HH8336F Xp_ � o x - - ---- 13”x 24"x 24"'Concrete ■ CI: HH 8336D 1 -Set of 4 Way Utilco Bars ,� 13 x 24 x 24 Concrete 139'-3-1/c 2-1/0 & 1-#2 AL CLP 600V(HH8336C to HH8336D) 1 -Set of 4 Way Utilco Bars 139'-3-1/c 2-1/0 & 1-#2 AL CLP 600V(HH8336D to HH8336E) SCALE: "=4 ' RR HH 8336G V S6.77 •rte J�336 . 13"x 24"x 24" Concrete ■ 1 -Set of 4 Way Utilco Bars DESCRIPTION OFREVISIONDATEAPPROVED: CITY P • (w;`RY OF RANCO"mmu' (NUCAMONAGA STREET LIGHTING PLAN sms I G He L M muft AV E NO Us E M iiimrmor & A P9mh M�NTS Lt i IM KOVE L ^ CHET UE T 1500' AVE. APPROVED BY: ATE: CITY ENGINEER RCE: 53672 DESIGN PLAN PREPARED BY: RECOMMENDED SCE i 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SH SCE 1 F 1 CHECK DRAWING NO. D2 2274