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HomeMy WebLinkAbout1307 ------MEMOS!= G E N E R'A L N Ol E S'_ CONSTRUCTION NOTES, QUANTITIES BENCH M A R Kom _-Al-S�ORM I)RAIN CONSTRUCTION NOTES-& QUANvfz1* '­11111-Z ALL WORK SHALL BE DONE IN ACCORDANCE WITH- THESE PLANSN, THE CITY OF RANCHO 0-CONST. -8", CURB WITH 24" GTITTER PER CITY' STD. DWG�.NO. 303'. __ INSTALL 4811 R.C.P., (SEE PROFILE FOR D-LOADS) . , 9015 BENCH MARK NO. 96-B CUCAMONGA STANDARDS AND A STD. DW(-',. 110. 31.0 . AT THE NWC OF HAVEN AVE. & THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2 CONST. HANDICAP RAMP PER CITY 0_*_ CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR- WITH AND 3 JOIN EXIST. PAVING. eA. 4 IlA I INSTALL 42" R.C..P. (SEE PROFILE FOR D-LOADS) . 9`7 Z,-/I 19TH ST. p 44 ' FT. W. HAVEN .SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. --STREET LIGHTS (SEE PLAN)' LTIMEN TO BE INSTALLED BY S .C.E. PAID FOR AN'D ,COORDTNATED (THROUGH & 83 FT. N. 19TH ST. , SET 6-A CITY TRAFFIC SECTION) BY DEVELOPER . INSTALL 30" Re'C.,P. '(SEE PROFILE FOR D-LOADS) . DRIVE PIN. w/C.S. TAG IN TOP INSTALL STREET SIGN PER crry STD..� DWG. NO 401, & 402. - . /?e AT THE E. END OF A HEAD WALL ALL PIPELINES OR SUBSTRUCTURES OF ANY KINDr TELEPHONE OR POWER POLES, Q (Lzy WATER METERS, VALVES, FIRE. HYDRANTS, ' ETC. iSHOWN OR NOT SHOWN ON THESE —INSTAbIA TRAFFIC STOP' SIGN PER CT FOR 3-24" CMP--ELEV. 1430.686 G - TY Sir DWG. NO. 402 . eA. 2 INSTALL Z411 R.C.P. (SEE PROFILE FOR D-LOADS) .__. PLANS WITHIN THE RIGkT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE ,, 7 REMOVE EXIST.- BARRICADE AND TEMPOR RY-TAVEMENT.- (D- 'A IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN CONST. 5" A.C. OVER 4" A.B. gea (t� INSTALL JUNCT_-ON STRUCTURE "A" PER CITY OF PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 9 CONST - 8" CURB ,ONLY PER CTTY STD. DWG. NO. 301 ., p 6?40_.,4-19CV / z -,ll 71/5".5 RANCHO CUCA:,iONGA ST.D. NO. 508. CONST. BARRICADE PER CTTY STD. DWG. NO. 404 AND TEMP . PAVEMENT PER STD' . DWG. NO. 405. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF ADJUST SEWER MANHOLE TO GRADE. a- i, INSTALL MANHOLE "A" PER CITY OF RANCHO CUCAMONGA-- WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING /? INSTALL 211 X 41' REDWOOD HEADER. @��_ fowl STD. NO; 510. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER r III CONST. CATCH* BASTN NO. 3 PER' CITY STD. NO. 504 �( ,@- ' & No V ON PLAN) .- OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. FUTURE SIDEWALK. eA. GK_ - INSTALL MANHOLE "Bit PER CITY OF RANCHO CUCAMONGA-9 OA, �­�CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON THIS SHEET. ------- 4 F SIND. NO. 511. -.59 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING Iro CONST� LOCAL' 'DEPRESSION CASE "B" PER CITY STD. 9K- DWG. NO. 518 . DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO 17 CbNST. DRIVE APPROACH PER CITY STD. NO. 306 . e-A .0 200 SIC CUCAMORGA' EASEMENT OR RIGHT-OF-WAY. Now" ON PLAN) -15 CONSTRUCT TEMPORARY BRICK PLUG, owl elt I /0 —ADJUST STORM DRAIN MANHOLE TO GRADE. , 67A 19 CONST, CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 3 0 4 , CQV6Zr4ll�r 0401 49AI :r5 A10. -I ll OlrlY 3clo 1j9 l,0k1Cv- A/0 h C,#,5e .f7.- ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES CONST. BUIS BAY/TURN POCKET PER DETAIL 00 THIS SHEET, 7" 7W SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.61 21 'CONST. MEDIAN FLARE PER CITY STD. DWG. 110. .314 . ,�&­ --- FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS INSTALL 4" & 3" SCHEDULE *40 PVC PARALLEL LANDSCAPE SLEEVES WITH MAGNETIC TAPES ON EACH END, ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT �2_-1 CONST. CATCH BASTH, #1 PER CITY STD. 1.10. 504 ( Now P_ "V11 ON PLAN) A WARPED OR VERTICAL CURVE AREAS. CONS Norio ) 4�FA- z 5 r T. LOCAL DEPRESSION PER CTTY STD. NO. 518 . - WASE 26 COA49T. ('0) M 0A/0 6/777//C UNZOA2- S70. /VO- 9 0 7- \V, = e,79 eA To 71A t- tv c,o JI A ;r_lleAl 1ptlk��e7' <:;5. ALL SEWERN, WATERt ELECTRI.Cf'- GASN, PHONE OR OTHER UTILITY LATERALS, MAINS, llv5TAu smCC-T rxec mex 5rAvaAgv 014ZAWIAIG .4yvo 7-11,41VO 1,10725FS2 AlF,0 - ouAt- RAA1v1cA1v ll�zAmp 6106W44K ll clry,-9/v om/iblll loe lo,; &A. - 21 OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO. PAVING. ?7 6A. 5j 0 4 W,zy"Ov 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTIONN, TRENCH BACKFILL, COMPACTING W2 'l ORIGINAL ::;;v' GROUND AND ALL SUB-GRADESf SHALL BE PERFORMED AT NO COST TO THE aso, 7a CITY OF RANCHO CUCAMONGA. - A WRITTEN 'REPORT WITH THESE COMPACTION TESTS 79" 71 __ - - 'A. SHALL la I _a�� '01 /451, ---------- BE SUBMITTED TO THE CITY ENGINEER 'FOR APPROVAL PRIOR TO THE A 4' PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 40 A11Y 4 4-1 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE AfIl 9' ry"a mbv. CITY- ENGINEER. LISTING ALL 'TESTS OR DETERMINATIONS COMPLETED TO VERIFY 8 0 Plige STABILITY OIL CONTENT AND GRADATION OF *ASPHALT PAVING. /00/Wl c1ne l I�. c,4qC1WAre 07' 24 �4` TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 2:/ PRIOR TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO Z24 7-A ll VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.� P / r,em;A -42 o F"7 ll v,le a_,�p reP lav ryAV 5r,4. la7 74 e7. 7a 7a" 5rA. le�101ol 14 SC,446 PAVING SHALL BE� PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS 297-YAl TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) o k; WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF 0 " I/ A ROCKY MATERIALf THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL W y Rlk 7 2 y I-I W'Z y le 2>1 R1W ROCKS WHICH PROTRUDE ABOVE THE' SUB-GRADE AND ALL VOIDS OR a-,------------ ItMw DEPRESSIONS SHALL BE FILLED WITH' A FINEGRADE MATERIAL OF A QUALITY 1I No -47' 47' 10 14' 471 Aa'. BETTER THAN THE NATIVE MATERIAL. 30, zo �;�Zleovo _7' 7' so, r A/V 4 5-77.23 5 14? IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS owl mhv. IWA/ STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A. C. AND P.C.C. z ek-&l 41,Ve I I I ff, 0 67' - - - I 06c SHALL BE , UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE ,f4-z V.-_ oll 0 z FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. -7, ,ol ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 5 7,4 4t6-70 X:7 '5r,4. '114 5rA. # DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID.' ANY ITEM OF WORK REQUtRED. BY THESE PLANS WHICH IS NOT SPECIFICALLY 574. V-79. 76 74-P 57-4. 113 29-aa.e0top .5rA. 1$70-.5,7.52 ra 5 7,4 1.346 7 15 2 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 792 67A- �6;re-�4 OA M0746-7 /vr) IN THE OTHER ITEMS OF WORK. rF EPW; ra S rA /3 7 4!:: e5l, 5 A &&7 M_ 4, 1,,V-4A=_,0 mlre.—I e,4. STREET . SIGNS PER CITY OF RANCHO CUCAMONGA* STANDARD NUMBERS 401 AND F 1,95e C171Y :51'V CM6. A/0 10V-,49-9 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. _.g�ns ,)e4w pege 0/7 :vpv. avzf�- /Va. /cpwz. COAI*r C.47C_j41 &#.51,,V C17 :5/-W A10. 56>0 (*A1 pi &/ CLr-X 05t4V)_1,I S CITY 'APPROVAL OF PLAN DOES NOT RELIEVE 'THE DEVELOPER FROM -000*0- RESPONSIBILITY, FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 47' 47, 4244x)Q515510AI /Oae 0171Y 61"P CW(0- IVO. 907 (5-46e A Wk 1COW 119 4a' '00, DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL ;*W 410�. A,10 M//,/ BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 'lle -46& 017 _.el /X *V. I J0000, I WORK SITE AND EXTERIOR e77/C C40V,04111-5 -I21Z_ !ayZ257 _q A�A ll x4- .6, 631, STREET'S SHALL BE IN A NEATf CLEANN, HAZARD 1-11(1116 1.- - M/,V r- ao UGHOUT CONSTRUCTION. SITE SHALL BE CLEANED z , z FREEe ORDERLY STATEN, ,THRO� - ' I A /. MIAl UPON REQUEST OF THE INSPECTOR. 4er�4rlOAI 7a- l e:74"�eollvA7zv 11`11r_111_� V41,&Ar, "wo'e-es /i W 4110 y 17 NATIVE ' - SOIL TO BE SCARIFIED OR RIPPED BETWEEN-MEDIAN CURBS PRIOR TO Y_ FILL PLACEMENT. -rc.64.9v. A liq pill 7ZW Coal Psoillor - CONTACT UNDERGROTTND ALERT 1-800,-422-4133 AND THE FOLLOWING -UTILITY 5rA. 7a .5r A. COMPANIES AS REQUIRED, 2 WORKING. DAYS PRIOR TO EXCAV ATION, 01 149-.o-ft. 4 3 5 z, V2 4 1 140 ee PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING,# 1A10EY% MA P 7 Ae CUCAMONGA COUNTY WATER DISTRICT IV Y A'I'Al SCAI-e: 11'=4-oo - /Zo, Wk dky 5�� .3 8 9641 SAN BERNARDINO 90AD sa' .44qC:1rZ-/V C7,- _`:NCW4e_ 4r MIZZIIII 7' 17_2�_,`e-7.- AA*;'. /.0, , ('714) 987-2591 RANCHO CUCAMONGAJR CA , 91730 7' t5 MOMS 2' ill A0061-7 CURVIUAICA9 9106WA4j<&,,qr/Teer,rRees Jv ,47uAc /ol 4,9rl IAIC. WeA;��,2 A"IW JOIAIrS ­WAa Aff C,2A/5 1X1,11C7,.0 % (0 NAM105 PEX NO.132?8 OY MACM6 q'A9900-2 FOR BASE LINE CONSTRUCTION (818) C. A1_4 B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS 969-7911 r C41M SAIII W A WIlr" 7p4p!Z4 74v_4m,,IP" zt- ;w& "Oro. , A* 1__Ilelvl:�7_61V c— 14--AIIZX Zekle4 41AA-7 *%t7AW5 =,0VS-rm 41AI4&65 .111:0 \/ CMAASe-WlSe 1AIZAIIII C. METROPOLITAN WATER DISTRICT ass, so, �7 /.14 R. z P.O. BOX 54153 (714) 593-7474 /> TYPICAL SECTION A 121-7el.? 9;11.2eA1A IMM.P. 161-10141AI LOS ANGELESr CA 90054 EXT. 6461 8"'CURB ,FACE & 48 01V P4AII " GUTTER , '0 �'v R-- 7,r-Wal A V. ll�eo /AK,72-72F.r7. W. 4 .17 AAXLE COMIPAAIIIIII IY��C-% 4� IF-; lly_14,-I� NOTE: UNDERGROUND ALERT 'CONTACTS* 45,7.7e. `9 .5 rA. 1?e-ol 7 _510 729 Z5r4. 121!,O� 77.105;��6 F.,067105 7"P 199-t-05.&S l�//. 'll r1:P -57,-4 12`7-r"_4P6. .1 :57 . IIII _'55ee AJAIIIII 0 'W ��,5 RZV" 0,8 Z&Z-070A4-4-P.Z47W,4411 -C a:IIVC�eel-E X2::KaV4 .1 507 A PC e.CACE 4406,e 6V 146,P11,41,71 llwile-ve-VT 'W 7�4 ADDM CURS Wrl_457' _S/7,'0. 1,16. I AU_ g1l 0 (.//V;r//- lli�L 4011,177,66 �f 4olly Z.474FeA(_S AV1.111V 71-;le SITAT/OA/ 114 Olt/7 SY MA,001-eolimll AO-1-7 res 11VCWP1N& 41-4 0)e_4011V6 RhCle We.V 7Z� REV/5ep 516N,55 4!�pr1z1)p1N& 11I Alloppr1W ZIA II AT MILL.I KZN ANo jW ll!725 Afez1Nxv1.,lloi1 vlaw. 5#PA-r A 7", 4V61Ne45Z.::� MILLIKEN AVENUE TYPICAL SECTIONAF"b 7,zle 4,vo 40C,471-01v 4�4= 14IIII'l 4,04-w I/MillIEF"S 45`10WAI C,'oV UESCRIPTIONO'f REVISION DATE [APPROVE 1Y 4 C;.554AVII 0/= lq45r,01NI ;40- 17�e 13_;iF:67- a�� 6%14C T. 1. 9 R as mm 69 NOTE: A a jft AIVI r1m A N UUU MU' re; L 45161—F N40 Ii7l-N6 4,71-4171%� 7ht-45if 5;'10,411V O/V ;rW/15 1xZ4'%1 ',l7W tg'%' l T%j 0 of C H A IN %;A C-0A17,Zf4?V1q_ /5 7x> 70' A4I 1/1 PZCF,eg To sl4eer oF11 /I 5e 4,lNe-5 aP, IV0,7- 2?e�� A ,o ; 52�_.- .54ViVIW eAl r�, sneuer rxee suA4A4A1T*r AAl 7,750F '0I Ailo�, SMIFe7 TReE C0N5r9VCr10A1 AlOr&S- 0 7,>ol 01 7,- 14V 0 01 A ESS, aeo 0.04 100:7.246!5 M_ 11L_L1KEN-__-,AV_EN-,UE 0 1� 64. OMAJ 11'r-A lie Cie, ;Y STREET4MPROVEMENT PLANS 71 0e,v 7 ,I`­EC77 c C a4O :15r rn ow No 62183 En m -FOOTHILL BOULEVARD TO MOU to.Cos, NTAINVIEW DRIVE ! Exp. TITLE SHEET SPECIAL NOTE , FROM PRIVATE ENGINEER TO CONTRACTOR' ClIVIL NOTICE CONTRACTOR SHALL. VERIFY ALL PPROVED BY CONTRACTOR AGREES THAT HE SHALL ASS' DATE AY UME �SOLE AND COMPLETE RESPONSIBILITY CONDITIONS AND DIMENSIONS FOR JOB SITE CONDITIONS DURING THE COURSE OF C bTY ENGINEER E. ONSTRUCTION OF THIS �PRO- 0", RIC NO AND SHALL REPORT ALL DIS- JECTr INCLUDING SAFETY 'OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- CREPANCIW TO THE. 'ENGINEER T ESIGN MADOLE AND ASSOCIATES, INC. MENT SHALL AP,,PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �\4 01v RECOM E7,DED PRIOR TO THE COMMENCEMENT OF SAN BERNARDINO COUNTY HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OF WORK. CID CONSULTING CIVIL ENGINEERING PER TR /0 512 No. 1 8,1 OWNER AND THE ENGINEER HARMLESS, FROM ANY AND ALL LIABILITYF REAL AND LAND PLANNING' S ADD RT 71UeAl I-All STRIP"= ARROWS DRAWN SHtE T OR�� ALLEGEDf IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI IzELocA-r.5 R za(s) Amcm 545 N.Mountain Alve.,Suits, '(016 PROaECTI EXCEPTING FOR LIABILITY 'ARISINGS FROM THE SOLE NE*.'7LIGENCE UPLANn CALIFORNIA 91?86 APvEo _1rREE7­ PHOiTd(Z14) 014G-ecl-I OF OF THE OWNER OR THE ENGINEER.' 7-A!2=_r_je51 716 Z.1.1 ay 154j;./i 10-,-1- /V� t KEY MAP, HECKED: RC 6 1z NX EI-146.��O�K DRAWING ADDED 51D,6:W,4Ze. R&V OF NO SCALE 1409 G. H. 0 1p 40,A L; r.0 Y <24 4� A 40' L - S./- f .0 y T I — ­' C�TE FILE No-1ALz= ',l Z77/ li� e 9 rQ1,p11vl ec-,C. _,i, 5(-/,6 M.141z 7 OWG. OArC: .9- PROJECT SHEET NO, OF I. Z7 . o - �,. - - �' . c - 0 - �. �N m ��.' BENCH MARK - t, JZK o BENCH MARK NO. 96-B 1401� 4 -4 614--r14G \ {` 1^ \ AT THE NWC OF HAVEN AVE. & \ % \ \ 19TH ST. , 44 FT. W. HAVEN ° & 83 FT. N. 19TH ST,, SET N �q ' DRIVE PIN W/C.S.. TAG IN TOP AT It ° tl• � 11' 0 1 1 1¢ C. T °m` N \ /5 % 2 •� `I / 5 FOR HEE24" CMP--ELEV.A HEAD WALL 1430.686 Off/ e. 4 / L /G. fl T N ' 7 IQ op tell k[ I L = - i 2 zopo - + 2 \ - r 1 I \ + ^ _ f _ .I ; .Op'G�?S.jGt7' --- -- -- -1 ---+- - {- - -- -- - - ' --} - V -} 1 1 '"_ '. j1 '. 1 1 I - - - -- - - - - �ej - - - - - -IN - - - i H 7 °� ► _ L r t } f i }- - - - fj­.. �� - - , - - � W �1 O�A I N L 95 O. � +- r1 Y j . + 1 4. V \ ' f ' / / v I - - - L // 2 + - -� -�' �- t Ja c ti t t i i f \ 1 1` N \ - + ; 5 Esc.i \tib t i } \ i o. 99 t � 1 f O N 1-1 V-7 t . 01 . 'D ' tv , a� ; n v` - i - -- -t - { 1102 1 ! >�• �. �\ � - - I � � �1 - J � ; - N N �-, b ,� } - 1 � - - � D t - - 1 � � f ? � \ � ♦\ �- - � > -- -- - I c O.?B' Z .^t� �• 0� ti.} - "> - - - - - - - - - } t - -- - - 4.7 /.t4 1 000 iN I 4 I f 1 7 t I G 748 r ,o n t � '1 � a } ' /07 /08 0 o /09 ` //O l// //2 //3 CAT�'y �3A✓/�l/ ,yET�1/L ti N O N n L= 'JD.449' L•30.G9. L=G.t5 oc. p ti Al. T. 5. 4=73./3 OC. PROFILE ,. _ c. v.c. a e�aziit/G /P - Z- T L=79.56 01C. BOR. I i 40 L ---- •VERT 1024' F9°3Si/(c" .��' 5473' 9475' SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK Ga " 50 ' /2.38' 60.22' LAYOUT SHALL HE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET .t/i3 :'2BB - 26.9-5, - •FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT D o 144g'�v - 42.42' - PLANNER PRIOR TO FINAL CONSTRUCTION. o'0o'se" 3072' 276,7 /3.84 /2.77 ' G•42' ?3 V /3'39'58' 30' //93' S•99' I' /'4,oi'42" 30G2 ' 9G.B2 ' fid.¢/ ' �¢ SCALE: 1' i 40' I( 3`32 %G" 3 058' /88.82' 94.4 PAtT/AL 2997' //6./3' 50.417' -ACT/AL //°5054/' 205/ 42.39/ 2/27/ 205 4G•95' 23.58' 4 b b ti v t; ^ m _ �D Z ' h L1 27 < V W ^� V a ` �3 t, tj �g -� ® 3 '/8'03' 3o/a' /73. 7 BG.B/' 1 v ti b 'p ti O Q y 0 ►� m �� �v /7/0�// 3009/ /2a.00/ 60.0/ N� lIj � � m y � /(0 /5 460 2G�0 5�i•77 28.5151 3 o a �, + �. 8 r /358/i4�/ Zoo 4,3 77r 24:51' �• cq n * n \ S �Zk a�1 Z � /6°36'/0// 3000' c669 92� �f37. 73 ' � I1' rA -n - - 12 rl 03°32 /6// 2993 ' /B4.ei' 91.¢3/ PART/AL ` 3� 4 Vw AA O \ W - - i?�sc O°25'05'" 2949' 2/.52 &7 760 I \ CQ \ /9A0.74 � Il � - �, . f •....•. � .,. � / //W 3.32 /!0 2953' /82.33' 9/•20' PA,PTIAL • i. .. �. I� -. •c', ��•� /8�/ 293 5 0 • o¢' Y � k "• 7111,1321- - � 200,00 17.ops I , Cl' v4 \ ,z____- ti 1 0 2vo.00 t�•96 rylO � 0k. 1t .45 i k h' C ti h U / g Q /057 59'" B.00 3 Q1 !2" �Q /2" G ---- 'I�y � �> v 1ti Ni _ !v2' 69./7' 34.59 oAer�AG W 9 R °`��' N tin, o . -► _ac 0 ' ti N /v7 _ I � !v� 10/09 1�p _ S. - o• _ 0'9 0 ti� N i �� ` `� 9 �2 s G A a$ 10 5.5 � ADDED CUA3 OUT&&7' !"ER 5M. No. So .qT 'y►, �-y - P V 1' 2/ 1( ��' � � , 1� m �• Q J sN7��/ '3JW / ZZ� 2 G/ 71 STAricW //gtog/7 �Y MADOLE ,a.., / g 0 �fy \ kh n �o \^4 y�0�ga0� e�OQP//r,(fAl' - J O DESCRIPT 0 DATE APPROVE Qe �, �, % z a a 9 4 , � � ti �°� /'7 I N of REVISION _�_'r - b hv=g�.,��C=_ --._� \�t��,�i^ 4 � d1 ��' � -, � /O�Lr�� �, OQ � .. .- . ti N�� � \ �� � .�tt; ,; � .... . r � CC D. /9 �� ? V1 0 r Q �J E,.4 � il/T t� � v1 , z , � � � � q �� t� � = CITY of RANCHO CUCAMONGA 1 X h1 v ``J a o �, d G H /9 v W G X11 hi V1 V 1. M\ Q v o °�� `o.. x� 3f�' ( �� h v ,� • o v �a Q w � , z a MILLIKEN AVENUE �OG�'1 f�° ;2r • I �Vi 4i m W � W W : � �` Wb >� m ^� c� W �$ J N n�� � �i p ' o o , v o, W a oar o � , � � �� " � sQ� ` �- ,, �,; � �, + � STREET IMPROVEMENT PLANS h � ' I nm � �' b � b • �Q� � � �. b � N. b � m � ,, • � a pZ � 'a � � �' � W n `n � N 3 - � ���� mo• /9� � k IN v h � V v 1 �� � v nv � � � � � \„'� t, htn � u oe " N � :Y� � � 4 NpQ25�`�3P�� �. * k o w ` Qe �� �, FOOTHILL BOULEVARD TO STA. 114+65.00 % to b tw h h \ W W \ \Q CONSTRUCTION NOTES• �y �W � W �7 0-CONST. 8" CURB WITH 24" GtrTTER PER CITY ST DWG.NO. 30.3 . APPROVED BY DA7E� a--JOIN EXIST. PAVING. GTY ENGINEER ! f RCE.No . MILLIKEN AVENUE STREET LIGHTS (SEE PLA17) I,t1t•tF.P1 TO HE INSTALLED BY S .C .E. PATI) FOR AND COORD7iJATEL�'^(THROtiGH �POPOSEd /MP,POYE/�?E.t/Ts �e CITY TRAFFIC SECTION) BY DEVELOPER .' -o� = i ; „� DESIGN MADOLE NDtE SOCIATES, INC. RE COM E DED FooTH/L L �L v0 /r�?,o20t�E/�EwT�LA�V /e ADJUST STORM DRAIN MANHOLE TO GRADE . CONST. 5" A.C. OVER 4" A. R . �D� ` r � OF SAN BERNARDINO COUNTY DGt/G. Jl/O• 9 CONST. 8" CtIRH ONLY PER C'T'rY STD. DWG. NO. 3nl . �Q � : h � '�' /19 CONST. Ct.IRVILINEAR SIDEVIALK PER CITY STD. PWG. NO. 304 . ADJUST SEWER MAtllinLR TO G ���* CONSULTINCiCIVILENC3INEERIND R ADF el °% AND LAND PLANNING 20 CONST. BUS PAY/TURN POCKET PER DETAIL ON 59EET WO- I. 4 N r js DRAWN SN�ET " n " " w > G �4 1Q r .I f t TJ'45 N.Mountain Ave.,Suits lOb 21 CONST. MEDIAN FLARE PER .TTY S'I'D. DW(.. NO. 314 . /3 CONST. CATCH BASIN NO. 3 PER ('TTY STD . TLO. 504 ( "W" & V ON PLAN) . o ,., 27'l7 E�, �/ ,�, ,4✓W/�,�!� UPLAND CALIFORNIA 917813 22 INSTALL 4" A 3" SCHEDtrLE 40 PVC PARALLEL LANDSCAPE SLEEVES WTTH MAGNETIC TAPES O1J EACH END. FirTtIRE SIDEWALK . PHONE 0114) �Io-2g4�t OF 0 „ „ /G CONST. LOCAL DEPRESSTorl ('ASE "R" PER CITY STD. DWG . NO. 518 . # t 23 CONST CATCH HASItd #1 PER CITY STD. iJn. 504 ( "W" & V ON PLAN) . s C }tECKED. RCE. No /¢� DRAWING N0. • /7 CONST. DRIVE APPROACH PER CTTY STD. NO. 306 . ( "W" ON PLAN) . 24 CONST. LOCAL, DEPRESSION PER CITY STD. NO. 518 . (CASE "C" ) . �l f CAltiE4�� _ TE 3 L FILE No. - ��� PF 2187, 8- i- • iuLLiKt`� / lUG' � , iu i i auG - 167.L%Jiy� 25 fl- PROJECT' SHEET N0. 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W. HAVEN k; �0 i L C Q \ d to O & 83• FT. N. 19TH ST. , SET n n p N \ - rt - - - DRIVE PIN w/C.S. TAG IN TOP N _ �Z � � AT THE E. END OF A HEAD WALL tU �m N t \ ; h �j I O b i N N ' FOR 3-24" CMP--ELEV. 1430. 686 , • r\ t t Q� VIN - - - ! �N ti i ; j N4- pdo - _ tm t la 00 yl f ; p V �G. I ; lupki j- Ci :�, � ,_ -+ - -- t r -+ + j1 -.0; t ; V* ; , I , N i N ; 0 to n4�- 44�6 t 1 @per ; 1 - - - - - - - - -- - IL - ; t � + - ` ! + 1 l 1 1 p N ns t L 4154 L= 5.'SG =✓27 -;i i t ij -4;7 \ t t i , , v ,y v ,� i u Tsl,�i�k• �. :� i ; t--�- j 1 t j j i , - - j ;V T .G!'-- VjN ; - N - - - - - - - - - --- - - - - _ - - - , 1 1 � 1 t � ' I , ' •` I\ I.; � \ � / ' � � 1 � oo ''! ' _ __ _ _. ♦ a _ _ ' + __ ' t 1 j ._ ' t _' _ t � _ - _ _ I , /0 lip I t 1, 1 t --T-T -4 /25 /26 8 o 1.27 ` /28 /29 /30 PROFILE /3/ /32 /33 /34 /35 HOR. IM= 40' h N H VERT. 1 24� NOTE tvL _C-/-#�VIE DATA RF-MOV.5 EX/ST. STREET L/GHT. s m/lew /Or-4// A2:;x- 27• A i55m�R' Ezz \ L 16H m HE INS 7AL L ED O/V 7R- AFF/C 7,eAC57- AVO. w I-Y IWIe-74s' a � �r e¢ v ., 61 A-' S/GAIAL I A? 1 y �T,�• /s2 t��� � �U/ /� VTA//V Vi-W ,v,�i o-- 0.5- 2�'//to007 00' ?V/. 77' /46.ev m h3lD�� a R E N ®- /2°y 5's" 3000,00' 66 G.90' q 5 8 O fZEPCACE NORTH �I �rcVm STREET rmee TYPeS,LOGIT/0IV5, A/07-69 a/O/'20'50" 2955, 00' G7•f¢' 34.72 (D>� 3A R qCF! ® 5EE DWG. r- k Z ST GREENW /5182- L , �_ OS °23'OR" 3007.00 282. 65' lel• �3 5 AY CORRIDOR tiHT c d of /o. �' �' $` ol •• 8.33% � . .'• :`: II � ¢ O/e'//;�2r 2993. 40 �oj Ste' 3/. 29 '� � k � .'. Nle• ••'�� � �� I �J // So,� 2oS .oo' X2.19 2/. 27, SD SCALE: - 40' 4zzC, y o--cam 17 1026 69 nit D L Q �C N 3 `�� �' o � (0 2 m m �c t os 3i /a 2997•a> 8�� 114 - DETAIL �� ' �, tj k a �_ /i ,so'�' 205.00' 3Z.�9' SCALE = I"_ /0 m w�v SFE pEtA� g ` N ec N n II►. '' o m /3�3�'i2y 2o5.co, 9w 555 Ago N , W W 2 M p ., , . v ti 3 3 �. \ RIGHT of wqY o---os so 2 53.oo .30�310" /50. Ze ��` ~ II \ N Q 0-05 46 • " 2 3,00' 30/. 72' ' � ^ G� a ,• � �� �- ' � � �•� � ® � � � M y 99 , R/GNT OF v✓AY �d /q V /4 ¢7'/¢ /74.25 45.49 ?2.87 Q Ex/5/- SEWE/F TO ,BE + h T -- - 4S. 'C O /rEMOVED W/ /-9270 0 5 p/ -- - _ I / _ m GGG6..OO//Z43;P " log, Gt ' h /On PTZ m �� 19 11 � � I! '� W `" -_ •• _ �'y0' /5 V�.�. �'� A // � � �� � r2� ,. , - � x 12r _���_ g� C ^ L/ 9�� '�� 53" B.00' /�.Ko¢' &e77' p, m I'� 2r, '•� -�✓ J W -�."r, 90'¢2'920" .:JO.OB /9.2¢ ' 2/ r•- -- N 8 - � Q- • 9 /-0) /B.04" /9.oa" 29.�2' 78' R 2 t��' A-=� M J29 /34 _-- "� 32 /34\ q� ,� 89'3/'2�" 8.Gt!' /�.50' 7.'.3' �r21.Z>I � 112y t• t P`' �M� /�� ��2� �� I{� 1���1 �� �� a � rl PER res/Vo 1 1612l'7, ' 5DWX✓ ', • lIK // is� BP 'S/o v5 � t�s�G No 158P_- 5NT 2G 6 M/GG�KEn/A . s- - j �r----- sem" 7R.NO. /5526 ien'f.Fn /yc• /52-- ADVE0 GURV/L/NEAR SIDEWALKSPER Tle. n/o. /3298 /9 ', 2 �2 ���. c � _ `--._•`-=�"}� �� _ a � �, � mr✓ .._.... __ __ ---- - �-\ - - II _ � - -- 3 + 7. MAOOLE eY 4ASSOC., Ac• / � ®A/7,0eoV VIV4fWALK0 FOR /.'M. //2BG. 61"171$ ,T SHOWN 0A1 FCLA/T/8. I � � � s�sc ����� 20 - \ N � - V �°� !7 Ctj ' l��CR.0.��/NG • � � �I � �. �� ��►' ,�� __ ,� f /, , ,e ,e E R I PT O N 4 �p pwrs.No. 88 1v Oct�.v 73-5 SC I of REVISION DATE APPROVE T c� EAST V t rx h �ti� N c, 4 �. ww Mw v �, �. $ i� N v v y� D $ \ /2 _ mo 5 ��'eC• -,c�73�� \ : NW CITY of RANCHO CUCAMONGA •� �, o v m � 'WAIL PA/c 2 1 v 4 uTu Q m aiv EA5EMFiVT ® 1 GREENWAY 4 �t P, ;.,:, � Dov _ r ?� . � MILLIKEN AVENUE J o EASEMENT® N�3 He MILLIKEN AVENUEj,32 -/-,D �� v } N H a . W W CORRIDOR rr�, ] .�� J g "�` .-�!o ¢2183 N STREET IMPROVEMENT PLANS /ice �•3�•Or * STA. 125+00.00 TO STA. 134+75.00 �n ¢ NSTRtTCTInT1 NOTES : 1 P - APPROVED 8Y 3 � t N �h P�YI. //� '� /� CONST. 9 CT1RB WTTH 24 GTITTER PER CITY STP . DWG ,NO. 303 . `1 �® CAI DATE lttj t\j \ N N N /`Ail' 3 ¢�- STREET LIGHTS (SEE PI,AII) TATHEN TO BE INSTAI,T,FD BY S .C . E. PAID FOR AND COORDINATED (1•HROiTGH / CITY TRAFFIC SECTION) BY DEVELOPER . 1 5/lOExlAZX LAYOUT/5 C'O.t/e,!F !/AL O�t/LY, ?•9,c G TY ENGINEER RCE.NO 2239 W PER CITY STD. Ab. -Wo. 8 CONST. 5" A .C . OVER 4" A . B . APP,QOvstL O.� 7WC- FIAIAe 5141=- IAe- C ZAYeWT va � �C MADO T SND ASSOCIATES, INC. Q. �-CGVICST. DIE/V,E �I PPRA4�l �-- DESIGN R E CO M E D E D PUN). 9 CONST. 8" CTJRB ONLY PER CTTY STD. DWG. NO. 301 . -%VX4G BE MAGE /A/77/E F/EG!> 44149 AO✓US7ED ��`f tk t �, OF SAN BERNARDINO COUNTY ADJUST SEWER MANHOLE TO GRADE . ,��� ��� �E�` 'eL/'8. / S'8. IL. AS NECE35A�2Y TO MEET F/EGO G'O///�iT/Orv'S `er. CONSULTING CIVIL ENGINEERING O-- FUTURE SIDEWALK. AS APP,POl�EO OY Tf/E PlJ3L/C K/O.e,�S /it/Si�F^TOR 3 `� NG 14 .1 r•- ) DRAW N AND LAND PLANNING • SHEET /B ADJi1ST STORM DRATN MANHOT,E TO GRADE . i`o'' 1.., 545 N.Mountaln Ave.,Sulte 1105 1 AND P,e0-,WCT 1'91-4 IA16ER /'�/O,C TOI-1 AZ , 3. 3! #7 A JW.�J,Kl7 UPLAND CALIFORNIA 91786 OF� /9 CONST. CITRVILIPTFATt SIDEWALK PER CTTY STD. DWG. NO. 304 . CO.VSTi2C/CT/Oit/. ® , •� PHON�l714) q46-2�T4�1 Fl%,H It `I Di pOa- CONST. BTTS BAY/TTTRN POCKFT PER DETAIL ON 5HEET 1110. 1. 11 2/ CONST. MEDIAN FLARE PER CTTY STD. DWG. 1`10. 314 . ` I © e,� NECKED RCE. No /¢Y DRAWING NO. 22 INSTALL 4" k 3" SCHEDULE 40 PVC PARALLEL LANDSCAPE SLEEVES WITH MAGNETIC TAPES ON EACH END. CA1� G. H TF FILE No.- 1-30 - - _ 3 *F« riiL� .K�N i 1 �5•U � 3 a00 i9P 227 18-�un-8,- 0WG. caTa : 6 -/8-9Q PROJECT SHEET NO. -OF- / M - - - - BENC MA . - j - } , - 1 - i r i - _ BENCH MARK - - - N 2 t - 0. 96-B - _ - - AT THE NWC OF HAVEN AVE. & - - - - • � . W. 4e HAVEN � t t f t f 19TH ST 44 FT N t i t • $ & FT. N. ST. SET `! 8 3 -� ¢` 19TH I - , I f r i - DRIVE PIN W/C.S. TAG IN TOP t } { l� _ - -- ^ } �\ ; AT THE E. END OF A HEAD WALL -- r t { s t - FOR 3-24" CMP--ELEV. 1430. 686 r - \ ; t - -- - --- -- -� - - - - - -- - - - --- - - - - - t ' - - -- +- - - -- - -- -- -- - L - - -- r- - - -x - - ? � t - - - - - - - - t t \ I - : 4 t t +-- - t { T o $6 % t \ ; � t i t t t f , t l ; I t i ; ; I . { I i I t { i -- - - ---��-- --� L -- -- --+ --- -- --- - - - --�--� - - --+--�-+--- - - - - + --- -.. 1-----�- - - --' I- - ' --r- - +--4 - --- -- -- - 1--- -- - --- -- - -_. ' t - , 1 rD f . 0� �` G.• r t I r {[ �;��j/J�:/�i t�� t I } t I ' t 1 i t ` t t t t 1 { ' 1 i I ' } t f f _ 1 ' ` - I - - -- - - - - - — - - - — -�---- - - - -- - - - - { f i { I I { +• V { ` r ' � r —�---�_ ? .� -� t - r - � n { - - { \ f i -- --�--� - -- - -- - - - - r - - - rt .� - - -. - - - - - - {-� - - -• - _ - - - - - - - - - - - - - iT t I I t t +t �'.irzt th it 1 1+ 1 f f f I t t 1 f J L - I I 1 I t t { I D h I I - t PROFILE - t r t i { ; ; i y�t\ (fit \ I I i _ , t HOR. I"= 40 f ttt��I L = - - + y �_ f - \ \ { i VERT 1" 4� f t i _ t I _T_r t - - ; - /.�5 ' /3� /37 /3B /•�9 SIDEWALK LAYOt.TT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK n LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET CONSTRUCTION NOTES FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. f�— CONSTRUCT 8" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303 . ® NoT�: 3 JOIN EXIST. PAVING. 0-- O0S. NO. / 2 �T 2AC III IM♦LL♦A2W AWWZoI � ST,rEET L/Gf/T��EEPLA�c/)ZZlA Est/ r&.7AM 1A10TALLEO.QY ffeS PA/O F1 S5 `.J — AA/O COOrPO/.VATEO(T.4'.eOVG.�/ CITYT,P4FFiC SECT/O�c/� 0Y OE!/ELOPE�. �r��r ♦�r�i )"Al sae � Ivo. ♦ Z�l .�xy N4 � 9��� �iP �j ��t�►�o �/��/IE/�J/�I�, ?,�/,4y �• o-- INSTALL STREET SIGN PER CITY STD. DWG. N0. 401 & 402. �'1 8Ti1• /82v6750 XP)i�/ WN iIIII I' ve. P �" REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. NOTE: G PO/C STREET TREE Types LOCA770n/s, v ® AND NOTES, 5EE DWG. �� �—CONSTRUCT 3" A.C. OVER 4" /4.IS. SH�Ej CONSTRUCT 8" Ce/,�o�r/cy PER CITY STD. DWG. NO. 301 . 4 4 T,a�T�v�z�o•G� i��i s��9 I�) �� ADJUST SEWER MANHOLE TO GRADE. CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 306 (W" ON PLAN) . �. \' CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. rr r�r r 1\1 a � ` � h � � � yti� � � v c h � N. N h N �� `, �� __. �� X h N ti� �� CONSTRUCT MEDIAN FLARE PER CITY STD. DWG. NO. 314. IN K BU3 BAY Td.QiV POG,CET PER OETA/G aAl SyEET /. IN N ' ,�� \ \ \ \ \ /q I : '.` G 27 CONSTRUCT DUAL NAND/CAP RAMP PER C/7-r SrO. DW1� IVO. 3/0A. titin \a;I -- T _ 9 1Z �c• I z 7 /� 2 a • c...a_ G ,z LZ� I2 i2 hl �a1,�� /����--0/-r�6iY-Q rA7zo"' 5. �s� C tD ory G�w1G.No. .5�/T Zo. lo,M�GL,/KEN.4✓1r Moq IAf, �qN/cI Tx.Na /552ly j G+w6 /aq2-� 3r�T L /o. f 9G r� � � �I GUR LEIVEAR 5/DEWALKS �DVAL /QA PS �A , _ y y`--- PE/e 7NACT No /3298 SY MADOLE 4''ASSOC. i/VC. / REVISION DESCRIPTION of REV ,,T APPROVE J 0 E CITY of RANCHO CUCAMONGA v celeYE aorQ MILLIKEN AVENUE .a .e T v � I�•I q b y 04 v o °��' ti q /40111/6" so.00' /2. - �.az STREET IMPROVEMENT PLANS 0 WIVO a��' •3 ;00' ,S¢.9B' ,�5 �' STA. 134+75.00 TO STA. 138+79.52 h � �. APPROVED 9Y r DATE (� CITY ENGNEER RCE.N 2 9� QaOFESS�p,�� DESIGN MADOLE A OCIATES, INC. RECOMM NOEO �Q'4��r�i t64, � OF SAN BERNARDINO COUNTY A cn, S� �4C av CONSULTING CIVIL ENaINEERINO MILLIKEN AVENUE /� ; Nc 14 ► DRAWN 545 LAND PLANNING.Os SKEET UPLAND CALIFORNIA 91786 P H 0 N 9(714) 946 -294-1 OF CKECKED RCE No �'¢Y _ DRAWING NO. ATE FILE No." PROJECT SHEET NO. —OF