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HomeMy WebLinkAbout1144 I . i I • COM5TPUCTION NorE5 Ail) QUArITI-TY E5T1MATE C04ra GENERAL NOTES 12 CatJSTf2ucT 3ARRICAUE PER 5-To. .tool- 2 1 CONSTRUCTION NOTES AND QUANTITY ESTIMATE 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS . THE CITY OF cows-rRUG'T END OF ST'2EE-r -tIr1.1POf2AGd`! 5TD 6 0c >) CONST . CONC . CURB PER STD . 303(4"CF aA,11i24�wJ716k) IIG 5 L. P. RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH 3 I� IN6p1`,4L_L. TREE (LArERs'rRo 1- W1A i1gDIC A ) CONST . CONC CURB AND GUTTER ( B ' C . F . AND AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS . 24 ' GUTTER '.I?ER STD . 303 1-718 L.F. 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND . TELEPHONE OR POWER ^ INSTALL TREE [; v1Wu5 E•LD ARtCA) ® 3 INSTALL 0 .9+4 A . L' . OVER 0 . 33 ' CLASS II BASE `i9,IGol S.F POLES . WATER METERS . VALVES , FIRE HYDRANTS . ECT . SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE i� lN5 ('QLL TREE PL ATA�tCIS AC1rRlEoLla -/5 6a/. c� 3o'o.c. NJi/I. IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED . RELOCATED OR PROTECTED 3 "' C 4 CONST . CONC DRIVE APPROACH PER STD . 306 W = 3J' II EA. IN PLACE A8 REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE IB /rn_sfa// RZG S/ n 5 CONST . CONC . SPANDREL AND GUTTER PER STD . 308 2624 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO 3 9 EXISTZNO FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS L9 )�&n0ve ¢ Recolleltvc-f 65c Oxy, �p�r )rb 4d. Al- /o%G) rtlT 44' / EQ, �� CONST . CONC SIDEWALK AND RAMP PER STD . 102 l03 � I1� 10 EA. OPERATIONS . WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . i 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA n ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN INSTALL STREET NAME SIGN AND TRAFFIC SIGN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . FOOTHILL BLVD . PER STD . 401 AND 402 5 EA. 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . PAVING ' STAKES SHALL BE SET AT ALL HINGE POINTS AND EDGE OF PAVEMENT POINTS B INSTALL STREET LIGHTS - 5600 L HPSY ( BY OTHERS ) 2 0 EA. WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOO-r INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER A9 NEEDED AT WARPED OR VERTICAL CURVE AREAS . 1 CONST . UNDER SIDEWALK DRAIN PER STD. 507 II EA . a . ALL SEWER . WATER . ELECTRIC . GAS . PHONE OR OTHER UTILITY LATERALS . --- - CONST . A . C . OVERLAY ���,tc�,tnin� cold �l�ne ¢�cist A.C. 0.10 min;{ 2 2 1 S S,F, MAINS . OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . ARROW ROUTE 3 7 . COMPACTION TEST OF EMBANKMENT CONSTRUCTION . TRENCH BACKFILL , dcaP COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO 3 11 --- ------CONST. CONC. SIDEWALK ✓ 6M. N- Ili 31? &eo S.F. COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE PROJECT ED15ON COURT COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 5 PRIOR TO THE PLACEMENT OF BASE MATERIALS ANO/OR SURFACING . W LOCATION 2 NOTES 9 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED > BELL COURT TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 4 QUANTITIES SHOWN ON THIS SHEET ARE TO BE USED SOLEY FOR THE PURPOSE OF VERIFY STABILITY OIL CONTENT AND GRADUATION OF ASPHALT PAVING . Q W 9 . PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE Z U > COMPARISON OF BIDS . THE CONTRACTORS COMPENSATION WILL BE COMPUTED ON SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS W Q ACTUAL QUANTITIES IN THE COMPLETED WORK WHETHER THEY BE MORE OR LESS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE > F" JERSEY BLVD . THAN THOSE SHOWN HEREON . FINAL QUANTITIES SHALL BE DETERMINED BY THE Q ' 110 . PAVING SHALL BE PREFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT A . T . & S . F . R . R . ENGINEER . TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ( PRIOR TO FINAL PLAN HiM MH APPROVAL . ) ¢ �r/ed treee5 shall /Qr/led dad Mdka /a accordaace W/;th 117e, mo s� currewl OF • A ROCKYWHENIMATTERIAL . TTHERSUB-GRAOELSHALLLMPROVEMENTS AE 'TO BE PACEDOBENPREPAREDIBYATIVE SOLWREMOVINNGSALLLHICH OF C/1l, q. f�CJ/15 , AJf c fro/ barrle>�-5 elr 1/ t7o> be, ��viredi ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL . 12 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , A SOILS STERILANT REGISTERED BY THE E . P . A . FOR USE UNDER A . C . AND P . C . C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL INDEX -TO DRAWINGS PAVEMENT WIDTH PRIOR TO PAVING . 13 . ESTIMATE OF QUANTITIES I9 PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN SHEET NUMBER TI-TLE DESCRIPTION DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY t _ ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE SAN BERNARDINO FRWY . TITLE SHEET OTHER ITEMS OF WORK . 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGASTANDARD NUMBERS 401 AND 21 PLAN AND PROFILE" SHEET BELL COURT - 360 ' E OF 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION . VICINITY MAP 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE DEVELOPER FROM _ RED OAK TO 4t5 W OF RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED N . T . S . r ;.• RED OAK . DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . D PLAN AND PROFILE' SHEETRED OAK ST . - 112-) ' N 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT . CLEAN , HAZARD OF JERSEY TO ARROW RT . FREE . ORDERLY STATE THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR . ALSO EDISON COURT -• RED 17 . CONTACT ALL UTILITY COMPANIES . AS REQUIRED . 48 HOURS PRIOR TO OAK TO 360 ' E OF REQ EXCAVATION . OAK . 18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED . ALL ON-SITE IMPROVEMENTS COMPLETED . AND ALL Q PLAN AND PROFILE SHEET EDISON COURT - RED OAK UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AND TRAFPIG CONTROL. DHTAIL TO 409 ' W OF RED OAK AT THE DIRECTION OF THE CITY ENGINEER . 19 . CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN COFORMANCE WITH STANDARD DRAWING NO . 304 . THE GENERAL LINE AND GRADE SHALL BE AS :SHOWN PLAN ANCA PHOWIL K #HEST HBO OAK a 000 ' N OP ON THE LANDSCAPE PLAN . FINAL APPROVAL OF CURVILINEAR SIDEWALKS SHALL BE JEREY TO 1120 ' N OR ADJUSTED TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PROJECT PLANNER AND PUBLIC WORKS INSPECTOR PRIOR TO FINAL CONSTRUCTION . �JhR;3ET_Y . CONTRACTOR SHALL ALLOW 40 HOURS NOTICE FOR FINAL INSPECTION OF FORMS . BENCH MARK W W CHISELED ' ❑ ' IN P . C . C . CURB a EAST END OF SOUTHEAST CURB RETURN OF PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS Z Z JERSEY BLVD . AND UTICA . ELEV . 1125. 41 H � J THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR J STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES F- E3,0 I- EXCEPT AS SHOWN ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE DUE ZI 1 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER W 3 0 ' 3 0 ' NOTES LINES OR STRUCTURES NOT SHOWN ON THESE PLANS . ALL CONTRACTORS ' AND E I 10 ' 8 ' 22 ' 22 ' 8 ' Io - E SUB-CONTRACTORS ' PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS W SHALL CONDUCT THEIR OPERATIONS 90 THAT ALL EMPLOYEES ARE PROVIDED A SAFE - - APPROVAL OF THESE DRAWINGS DOES NOT INCLUDE APPROVAL OF THE SIDEWALKS . O PLACE TO WORK AND THE PUBLIC IS PROTECTED . ALL CONTRAVTORS ' AND �) ) f9 1Z ' 11 0 SUB-CONTRACTORS ' SHALL COMPLY WITH THE ' OCCUPATIONAL SAFETY AND HEALTH Q Q DRAWINGS SHALL BE REVISED TO INDICATE SIDEWALK CONSTRUCTION AND APPROVE REGULATION ' OF THE U . S . DEPARTMENT OF LABOR , AND THE STATE OF CALIFORNIA Wi ' M I N J til O 3 ' M I IW BY THE CITY ENGINEER PRIOR TO THE CONSTRUCTIO-N OF SIDEWALKS . DEPARTMENT OF INDUSTRIAL RELATIONS ' ' CONSTRUCTION SAFETY ORDERS ' YI ' MAX . 6� jz N Imo{ lV t9 4 ' M A IY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS ' OR SUB-CONTRACTORS ' J J THE CIVIL COMPLIANCE WITH THE ' OCCUPATIONAL • J f9 6 B �� J T . I . = 7 Y SAFETY AND HEALTH REGULATIONS ' OF THE U . S . DEPARTMENT OF LABOR OR WITH Q �/r rQ peg I !/¢ Cr Q THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS ' 3 -_----t..- ..._....- ... . . - ... .. . . 3 CONSTRUCTION ORDERS . W I -0------- F• �;'• .8"C.F I W R THE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Dp ' 6• • RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CQURSE OF CONS- RUCTION H `�"4 ''•'• � H OF THIS PRO,,=CT . INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS (n � I� REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 11 3 I N 510EWALKS ) WHETHER MEANOEF-IM0 OR STrzAIGN-r 1 TO SE CoNSTRut:TE0 WORKING HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND . INDEMNIFY AND HOLD wrrH EACH MASE ANo DENo-rE0 ,ani STRI=ET' DfZAWINGS mi " AS RUI LT" THE ALLEOGEDR INDTHE CONNECT©ONEER WITHATTHEESS FROM ANY PREFORMANCE OFDALL WORK ONATTHEIL OR 2 2 PROJECTTYPICAL SECTION LOCA?IONS• evlsed 3 riafron No/¢� an quarr�i/yes �h�s sheep EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER aa Shec! Al.9 ,9y: Gi�vi//G c.�./c.5• laic 0-23.94- . �;/1-�/9� fid OR THE ENGINEER . 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AND UTICA AVS. ) 3 3 � 9 3 &Fu,rugE CONSTRUC7lON 3 3 L = 43.73 ' PARCEL l2 3 Q sI ' h 111, o ti 3 3 3 /I 17 3 T = I{8 IS s s 3 k '� `�' t , • +. 4 3 Q ,� l7 /y 1� 3 3 ) IS 6 E •� c 3 1 \ IG a y s 9 9 I� 4 /8 � ELEVATION 1125.41 V r r � L f�// o- I I �v- !G /G lB �V e /li r� 118 4 8 I /y 7 • } e- ,�.I.?C..L 11 0 SEES SHr:ET 4 r4 CURB DATA k 14 11 Iliv; CURB DAT V j o a , 5•/!j I /¢„ W CURB DATA -/ - �• moo. / 7, ) Q 0i •° tv 0 3 �� 3 ,� CURB TA h �'d /G�I ooB A �2 Q ' �' _ %0° 5G'0 " `Q W O R = 722,00 �' A = 90 00 UO ':; a pl URB ATA J /� d = /5°00 00" R 50,DO' 8 D b n o ,. r I I . $Efs LfiFr THIS SNBFiT 'h r\ r �- � G - 90 0 00 v1 L ` R- /O�,O o , �0 p ` , `0� . 0 .r j iT, c4 61 � 'L = Colo.42' � R = 36.OD' � Il. ��\ a / I4- h - o ,r \ �I o.� W , V, • �oG G 3 D 3 � v y 27 33, R s 2 7.00 ro' S106KI, �� r- o \ \ cri a � . (, 1 6 (, I v r � 4 � I r . . = r T. . 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'rr �6AR !•s ' Is,�• w //Sg.�q�� ,' F- /i 3 ` tea N ,` / ' ` rL /'493ZTG, ifA4 'o q 2/O'00'UO�, N o /�sy asrc. 1 ti Aga 5• '1146.ss I/�G• a. / cry N R= 50 O \`' //4G.SS � m /! t./ �. I 15 ; `'� t N `^ J �-, N 3 /< e7F.o, '� 0 ti; ti i 1 ,� '`' No913/Zo`'`v �i N - !Q /1st �- - - 16 I -_ -- O Lo 8 _ F ;'.w► • k _ / rf 0 M Z 3 0 _ j t •j. ./7 / / C �' • /! .7�rf N 89 i7 i? m /� , +--��---' - '-' s+n`�• ,rte\, b � 4 f38 � � + A/ M �' N 4'33'Z G 6fI /,� �� 1 fs 5 F V � ,F . 11 -�-- h !/��. S �"` i /!4 03 rc, llSj Z5t !! aft a b•o 2 N &, [71 !/ .�/p , s ee�a>L Im r w r ,zit. t\ 9 s !144J 3 1-. a 3 as/•etr.c. 4 Y 4 - - - ° W I . N {J •G{ Itg •s8>!�'' It o. f1 ^L. M ^ 11$9.7 F,G{ - , 4 .6' , � N - / .�5 . 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'' > '`� 22 ZZ' �' a0 /.So SIDEWALK y. d / 8 V Y /0, 91 !.0 t l FT / I n acG I ti Q S F EMEN T �} N : 0 Qlll�v 2/' 33 ' ; CURB A h EA m9 r off` •E d =90°00'00., r Pt 3Q o t � v . 1, I °4 / R /07.00 � PARCEL 3 5' • Z , o - , r ,. I - !� ; ° a9Is Fs 1 v -0 1 j '� 3 � L ' 28-01 9 2 Ze /! d - �9 3 52 /7 8 R = 310 .00 , Sfia SN58T 5 v , o� &e-27 ,q = 2�,0 f'! 19 3 /B L = 5G •55 ' Q1 +- .� � o Q °ARCEL I T! 14.09 QeVislo/7 ond� odde�cons�ruc�/oo os of ?/5-55� F.V.S. ,� � �. � 3 CURB DATA � � � < L ° /B P.4 k16EL 2 e � &2l-S SEE R/6HTTi//SSNFEr N L - 26 7 !� CU A 4 d = 5°/G '/4'' 3 T- 3(0.00 `, r4' fix, / � X11 3 i8 /t'arnovo "FUTURE CGNSTRUCTION'1 - •5-3-86 Q T = 2G. 74, RB DAM , _i CONSTRUCTION NOTES ¢ � 0 1-11-11 �' �l 3 ,6z 4'20'OG" R = 1078,00 ^�3 . ' � 6 3 M t� IP- 6129. 00, L = X02 37 " I` : N Q la--- CONST. CONC, CURS AND GUTTER (Gl- CtF, AND 24" GUTTER) PER X10. 303• I o 9 DESCRIPTION OF REVISIONS DATE APPROV. l/ 7'- 31,2/ ' Z CONST, CONC. CURB AND GUTTER (8- C,F, AND 24" GUTTER) PER 5TD. 303. 0 .� . I� `' 3 7-:23 S4 , P:l1?CFL / 3�- INSTALL 0.25' A. C. OVER 0, 33' CLASS II 5A3E . �' "' CITY OF RANCHO CUCAMONGA 3 3 Y2E� PL4NT/NG• FOR TRAFFIC CONTROL A � 4 CONST. CONC. DRIVE APPROACH PER r,TD. /dj-C• j 1 3s' , 5 CONST. CONC. SPANDREL AND GUTTER PER STD. 308. PLAN AND PROFILE DETAIL. OF ?HIS AREA ?� P.n/1. Io23� DQ 8(� - 210 m - CONST. CONC. 931DEWALK AND RAMP PER STD. 102, 103 � 114- - t.1:2 " , .- REO OAK �TRErT 5E6 5H&ET 4 3 -7 IN5TALL STREET NAME 316N . PR TRAFFIC SiGN PER STD. 401 AND 402 OR AFMOV6p, /ALTERNATE• `i 5t.a t F /"- 40' t-! FRO, //2o'IV, OF JE R.EE V 8f.VD. To ,49,eOw ROCI T E a---' INSTALL 5TRGET LIGHTS - 5800 L HP51/ C BY OTHERS) , v`,t CON 5T. UNDER 510EWALK DRAIN PER STD. 507 . - C/Y/L ElYG1NF.CR �i _; Tf/E'rE'f'LA.Vf WE.At� f,'E!�/lF0 !'E/T �I- f�S�'����• g 3 II CONST, CONC, SIDEWALK Q� hyo. Ito. k E'0150�1 CO[/RT ,ti t�'u �� F� ©01YLy e-1A,v ",e SUI_--1eV1s/ONOF.' - �`,k v�,� i� CONST. A. OVSZLAY ,;.f.'` 4% FrL�1 k'E!) O.q/L $ T 7Z� .��0 E, ¢ euQVE OdTA Cu?✓E DATA OF E/) O�iK ST X. �` "' ' /8 in5t4// Q ZG S/qn. ': APPROVED 9Y f l DATE R� !1, 4'20 o(o d= 5 1 4o z>7 00 >�{ 4 �/ ° GA /Qrr A/ anus Q - `�', T CITY ENGINEER �L l- R.C.E. NO. 22397 ✓;, i / r1J /l r 2 4 C6 O//O G. M irk, _ Z'. 2ZM/l' G fi` I. �: OOa rQ: 700/ Ezacarl,g� �91 3 1 / la f e ( t rir ) 15 a @ 30' o. �'` rl�. T t /6 /nsfo//tree /'inns Canar/e/7 �' `-�' c. = 4s• Qol L - 64, 39 �_ ^t .r '�- . GEd/tGE E'. /CEKAlS DAYS qT. `'x1='"-' ,�, , %1%.i} ' i DESIGN RECOMMENDED /�.C. '. 'y /9S9-T ExP/REst 9.10.97 s / / '''F rA0 4 /9 Remove ¢Recongrvd EX-Owl, A�� ��r 50 N- /of- C, tv 4 �r:.r •#rr , f V, S, _1110/61 ;� Z2. 7/ T= 3 2. 22 - ,� �'Az" `' ", 1 . W. G. NELSON R.C.E. N0. 24933 04& • t/ 1 '4� s .� Z DRAWN 8409 UTICA AVENUE SHEET REI//SE SIUEGY.9Lfl GN WEIT 1/UE/tE0 ol?,e ALONG rt / � A VARCfI /2 r6w 9s=ZD rREF/'lAivr/,VG rrarUs (,-/a y ! /` _ i�_ `};" E%Y D• F' s RANCHO CUCAMONGA, CA. 91730 3 OF 5 oR93.Zo �/ �"A 1714) 987-0996 ® 1Qer►Iove sfn�c ��• Orme Afj'r.� 1pr/�f. Srdehts/k • _ 0# ' ' r -'::mss CHECKED DRAWING NO. I wlL , 1.,�/ 8-Z3-9 9� ?ices If.rla�,ca �ar� �y L�irur//e C.ej/�.S Inc. 8-23-94 Y/I'�1j f� �� N /'g'� � 9' u/, G DATE 2-2 3rt3 y FILE N0. Kerfnelk Al. LAnvil(B , 9'e'e. ,1o3oo OaA� A/SCR/F'TiON OFREY/5lcul3 0.47E A 12R0vE'6 T ASN_ T /VO. OF ._�_, .. .. . _ ,. t a I i C # I , 1 f I i 1 I 1 1 : : t _ # : r # t t t t.. E = r r i ' I # I I- } ; I # 1 t t I i t : j , t{ s i .,.......... ,.. _ z t : }' : : P o v : t . ' l ' .. : d t. } i .., i 1 r. .. .i.. j 4 i } ! ii t # 4 #. ° s I { t t t a- 1 1 . [ t. } 1 I t '€ t _. 1. 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OVER O, 33' CLfi55 -Y ,3,456, Cd -- CONST, CONC, OR/VE APPROACH PER S70 3o(a, 1 •' P.nn. 1023'7 PLAN AND PROFILE 'v = 3o % OR - aco - E61 /(/OTE.' (--- CONST. CONI, SPANDREL ANO 6uT TER PER $TD, 3o8, -• jzE 0 <24k. 57-REE T a--- CONST, CONC, S/06WALK ANO RfiINP PER SrD, 310 , F,poNJ 5501/V. OF JERS�'Y 8LV0. 70 /i2o/N. OF cJ6iPSEY 8L VO, THE STORiGI ORA//V SYSTE/N SHOWN ON a INSTALL S7Rss7 NAME: S/GN AN/) r,VAFF/C SIGN PER STD. 4ol ANO 402 OR APPROVED ALTERNATE. 7H/S DRAW/NG SNACC BE BU/LT PER �--- IfJSTALL 5rRE6T L/GN TS - 58 00 L NPSY (BY OTNERS) ORA N//(VG A12110.0 /N CONJUNCT/ON W1711 ',, THE STREET 1"PRO VEMEWS ON REO 1; OAK STREET. 9 CONST ONOEQ S1DEWALX DQA/N PER ,STD. 507. _ APPROVED BY /'!� DATE y�P II - CONST CONC. S1pEWALK �fi;,'i/ CITY ENGINEER R.C.E. N .Z 397 w • `"% v /F � DESIGN RECOMMENDED - 1',I ,;,I , I `� F, V.S= DG A 71" b1 I;' -' I W. G. NELSON R.C.E. NO. 24935 / / ;' 4 DRAWN 8409 UTICA AVENUE SHEET . (' \� -z •O.Fi $, RANCHO CUCAMONGA, CA. 91730 5 OF S /// ,'<, -Z ��Cj�`�� ''_� (71 4) 9 87-0996 J) i� CHECKED DRAWING N0. ��'' iv' G' Ni DATE 2-23 '67 FILE N0. 114;j .f