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HomeMy WebLinkAbout89-185_89-181 A STREET IMPROVEMENT PLANS QONSTRUCTION NOTES AND QUANTITY . TIMATE' F 0 R T R A C T N O O SAWCUT AND REMOVE PAVEMENT. 3//SG SF fl N O2 REMOVE TREES. LS sF WN S >Q woC c r•UI ROL cNAaawGL S GRAND Av 20139"A6U.A ­E, RELOCATE EXISTING HIGHWAY SIGN. /Eq Z a rQGn H,N� Bh�f-i'TM'tBBlt— 1880. PROJECT LOCATION O7 CONSTRUCT STREET NAME SIGN PER c4.��'Rc.r.lb srv.4>*RET3T T.1AM6 �Ic-,ua-./c�ccco� vccz��-Icrl 4Lod-4 /EA. \ O CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. 1001. SEA O CONSTRUCT 4" P.C.C. SIDEVALK PER RIVERSIDE COUNTY STDS. 400 d 401. /gr�ggr G- SIDEWAI=K PER RIVER GRAND ; SHEET 2 •'_ 1 =';AVENUE - ` � ie� V/C/N/TY MAP SHEET (DO'ST RAHfiPER RIVERSfDE EBHNTY $TB 402 rfA UTILITIES•N r s , CONSTRUCT ACCESS RAMP PER CALTRAN-12 N3-B,CARE-E /EA 13 CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CALTRANS ID WORT(WHATSOEVER WILL BE DOHS DN THIS BITE UNTIL„E TRACT NO . 201 39 I > a I STD. NB-A. IS" O.F.) //FZ /� FOLLOWING UTILITY COfPAMIES HAVE FIRST BEEN GIVEN 18 ,, G7ENERAC NOTES HUMS ADVANCE NOTICE OF INTENTION TO MADE OR EXCAVATE. Z W �1 ^^•Ez1'R ••T TYPE -A- BURS .._ SUT. -_ PER RIVERSIDE w ELSINORE VALLET nAL D. (WATER L SEWED '�o � h . � . 33751 MISSION TRAIL Y. Note TO CONTRACTORS: L.WQ EL INURE CA. 92330 �1 15 CONSTRUCT FLOWLINE TRANSITION B" TO 6" CURB FACE._ /��.>✓ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY C71+7 671-3146 - PIPES OR STRUCTURES SHOWN ON THECAE PLANS WERE OBTAINED HQ f•'� Alo '") 1 3 1 I 16 CONSTRUCT CONCRETE DRIVEWAY PER COMPANY BY A.SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE SO.CAL.GAS CPANY l� IV c �- PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE RIVE37M CENTRAL AVEME \ ' C4_E c. (w=3�i). — Z EA. RIVERSIDE. G. 92506 ,^T TV^' A RSPRHSENTATIOG AS TO THE ENCE OR OR COMPLETENESS OF OI+] let-e113 LAKE ;TERRAC " DRIVE:= _ BUTTER _ Z THE LOCATION, NOR TEB EXISTENCE OR NON-E%ISTENCH OF ANY j U W -QBHNTY-�TE2B1. EB�rT 0 UNDERGROUND USILITY, PIPS OR STRUCTURES WITHIN THE LIMITS 50. CAL' ED1901 W. U 1 t 1B CONSTRUCT BUS TURNOUT PER BHT 2 /EA' - C OF TUB PROJEC'j. THH CONTRACTOR IS REQUIRED TO TARE +DI E. FQATH S7. o ALL DUE DREG IONARY MEASURES FOR THE PROTECTION PERR19. G. 92370 LEGEND f _ O 1R 1657-1101 RI Or ALL UTILITIES, PIPES OR STRUCTURES, WHETHER BHOYIN I LLLIIY ON THEME PLANS OR NOT. ANY UTILITY DAMAGED DURING THE GENERAL TELEPHONE co. STREET 5/G.�/. ` 1 1 I 19 CONSTRUCT 6' CROSS GUTTER PER RIVERSIDE COUNTY STDS. CO PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED 120 E. THIRD STREET -" """""" • ', 209 6 210. ZI�S'F M TO THE SAT SPACTION OF THE GOVERNING AGENCY BY THE PFARIS. G. 923]0 STPL�ET L_/GA-'/T_ ....... ' CONTRACTOR AT HIS EXPENSE. OlA 662-6N121 I I H.A.E _ 1 20 CONSTRUCT 3" A.C. PAVEMENT OVER 4^ A.B. 49,739 .SE Z• ALL IMIRK s,VALL CONFORM TO CALTRAA'S A14FA.C/TYCODES,STANDARD I LAG ,IAECIF/CATIONS R7R APBL/C WorAV a7Vrso/T/ONANO STANDARD J DRARINGB. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARD$AND CODES AT ALL TIMES. 7 3• CONTRACTOR 9NALL NET/FYGCTRAMJLVOTp OFF/CEAND RIAL/C WOA'A-5 I__I ®2 CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. (a I'AI/N.) _ _jgd595.E INSPECTOR CTIO 48 HOURS PRIOR TO NEXT- 25G BETWEEN WORT- CALL FOR INDEX MAP FEATHER A.C. PAVEMENT FOR SMOOTH JOIN._______3100 Sr 9. OBCYION AT (714) M., MEND YET- IS THROUGH FRIDN THB HOURS OP 9ONT A.M. TO 4:00 P.AINTA MONDAY ICCNT CONTROL INY. ©4 REMOVE EXISTING DRAINAGE PIPES AND INLETS--- WITS L.S 4. CONTRACTOR,HALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE SCALE; I" = z00' - - CCDNAHS TRAFFCTIOWIC MANUAL ED y TCHCITY MANUAL GIN AT ALL Tlrne ®5 CONSTRUCT DRA/NASE INLET PER CALTRANS 3TO.f D-V,7YPEOL.--I.-A. DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS VMSREPRESENTATIVE. FAILURE TO Do so SHALL REQUIRE-INBIRDIArR 26 CONSTRUCT 6Vr)7,f DEPRESSION PER LALTRAAA$SM,D-70,T Ar OL, PIT S STOPPAGE- N�WVLY I 100, (CASE PER PLAN)s. IT,RILL HR THE RESPPQQNNsxBILFTY or THE F ANY ro 5O, �—lNBT Ott TYPE t BBdEBT MARKER PER BAti4MN9�i9. ARRAN68 FOR THE NECY$SAAY RELOCATION OF ANS UTILITIES. - - - ----- COWTBACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED N/CL`{ fC ��_ - Ar CONTRACTOR HODRs PRIOR TO BEGINNING WORK. IJ/VU LT It I2' _ _ 8' ©9 ADJUST R/M T06RADE Z,A 1-800 422-4133 ONDeRGROUND SERVICE ALERT. f�, 6. THE COIYAACfOP SHALL BE RESPONSIBLE FOR THE CLEARING OF THE MU 4 (�oR ZA PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING 1J0' .. ____ 30 I UTILITIES. SUBDIVIDER MST INFORM THE CITY OF LABS ELSI- ( t WORE Or RCONSTRUCTION FACI PRIOR TO THE BEGINNING OF CONSTRUCTING. IE' 19' 10' 22 23 11 •• r-��w (Ewa£ q'I�EAdSNTY-5 E>-�/� I6�f IP 7. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL H8 IN PEACE -- MA7CN EX —c�� a- - A'O-�C PRIOR 1'O PAVING THE STREET SECTION, INCLUDING BOY'NOT EX15T� GoR 2'-4 1 'A PERIT .rCSS XO�VAR165 CAL TRANS GENERAL 7Y J DRAINAGE TO FACILISEWER,TIES. HATER, TELEPHONE, ELECTRICITY, GAS AMC 1 '/IM/VAT! DLL STRE FACILITIES. I 3 �Gx1OT a) All work within the State right o[way shall conform to — PER PT _- I IMIW T9 the latest State Standard Plans and Specifications o 17 8- ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS directed by the State',representative.WILL BE TAXED AFTER ROUGE GRADING TO DETERMINE THE EXACT �_� Z 2� r as D BONDING REQUIRED. SECTION THICKNESSES SHOWN ARE FOR —r 9 rOORTEGA b) No equipment or materials may be stored on the Sate E $ BONDING PURPOSES ONLY. 9. ALL E%ISTING UNDERGROUND UTILITIES AND STRUCTURES MOST BE 2/ ID H WY. .right of way. _ POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. 17 s g z c) All disturbed areas in the State right of way must be - (7 THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY IQ /IL✓l� wj[Y treated for erosion control (Rydroseedinq or equivalent, - a Z REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OP 'AS BUILT• PLANS SUBMITTED TO THE CITY M A N Y S T R E E D ENGINEER FOR APPROVAL PRIOR TO THB FINAL ACCEPTANCE OF o as directed by the State', representative). The responslbillty for maintaining er ao control will not - z _ be released until the seeding is well established. The contractor will be responsible for the cost of'Caltrans THE PROJECT BY THE CITY ENGINEER. 7 cleaning any drainage structures and channels which have 10. ALL EXISTING SMALL DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS'PIES AS APPROVED BY TS_,Cl (IDHGINYYR. CSNTHRLFNE rF1:5 ARE TO HE ' become cluttered with debris and/or silt as a result of, FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF THE d) Structural section shown within the State right of way GO' is for estimating purposes only. The actual section will PROJECT ACHMBEFOEE ACCEPTANCE IS BEINTEU. I be designed by a Soil Engineer after native soil testing 11. AN ENCROACHMENT PERMIT SHALL B6 C RIGHTS-OF-WAY. FOR ALL CBE- 'Aj0' 30' 1 has been completed. A traffic index (TI) o[ 9.5 shall STRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OP-NAY. BEFORE '- be used in the design of the travelled way, And a TI of PROVIDES OF SAID PERMIT THE WITH CONTRACTOR/DEVELOPER MUST 10• ZO' 20' I O' y=rr 6.5 shall be used for the boulder design. The laboratory reports and the design calculations shall be OVIDH THE CITY ENGINEER WITH CERTIFICATE OF INSORIWCE, 7 submitted to the State'c representative for approval REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. TER ENCROACH-ENCROACH- 1 �' 4 prior to construction of the structural section. MEND'PERMIT MUST BE PRESENT AT THE JOB BITE DURING TEE 4' �� 1 TOTAL TIME FRAME OF PROJECT CONSTAONTION WITH APPROVED SET OF ENCROACHMENT PE PLANS. e) Hb,re, survey monument[exist, such monuments shall be 12. AN ENCROACRMEDT PERMIT IS REQUIRED 77/AE1MN THE DISTRICT 1 ��" 14 protected o shall be referenced and reset, pursuant to NO. 8 OFFICE OF CALTRANS RR/OR TO BE6/NN/NG TINY WORN q'�R Fr. Yq'PEK PT. Business and Professions Code, Sections 8700 to BOOS W/TN/N THE IrATE R/6NT-OF-WA✓ --- - ( 27, 2% LAGUNA AVE. (Land Surveyor's Act). [) The pavement most bW...cut 2' minimum from the edge of pavement. The sawcu[s ,at be perpendicular or parallel to the state highway centerline. so, g) All aigning, striping and pavement markings shall be In G R A N D V I E W AVENUE 81 T R A BUCO DRIVE conformaMce with the a State edition of [ -Traffic 3�' 12' Manual•published by the State of California,Prvisins Department - of Ttansportition and the Special Provisions. 6 8 h) The exact location of all signs shall be determined in OWNER SOILS ENGINEER BENCH MARK & LAKE TERRACE DRIVE �.� �'� �A�m i the [tad by tAe Btat<'s repreamntatiwe. KENNETH 6.0580RNE t ASSOC. E' a I Z'1[vP� i) All conflicting striping and yawemmnt m,rkinga not ah—o RIVERSIDE COUNTY BENCHMARK NO. 25-80. n the plans shall be removed from the pavement by THE GRAYSON COMPANY /7/4/AIURPNY A VE. STANDARD DISK SET IN CONCRETE 0.1 MILE /4 PER PT sandblasting by the contractor. 2021 E. FOURTH STREET NORTHEAST OF INTERSECTION OF MACY STREET rem r /RV/NE,CAL/F. 927/4 AND GRAND AVENUE ON THE SOUTHEASTERLY -� jI All conflicting sign, shall be either owed' o I f SUITE 219 (7/4)640-ZOO/ SIDE OF MACY STREET 9B FEET EASTERLY OF eloeated by the c,tractor. Aeleeatable signs shall be SANTA RNA. CALIF. 92705 10 installed as specified on plans or as determined in the THE MOST EASTERLY CORNER OF ADDRESS • field by the.state',representative. (714) 547-7393 32825. 35 FEET NORTHEAST OF NORTHEAST 2� /3 1 GATE 12550SO ST IN 4 FOOT CHAIN LINK FENCE 1 G RAND AV E. (0 FOOT + SOUTH OF SURVEY MARKER POST. ELEV. NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND R S/ REVISIONS: SCALE: e E I PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOIM REFLECT Q oIv APPROVED BY: /I �,��/ n�t�r C 1 TY OF LAKE ELS I WORE s RECTIVE GRADING. IF REWIRED. REFER TO BOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS ,{ �t_ mmi THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- JECTNG THE CQURSE OF CONSTRUCTION OF THIS PRO- AtF� l9 F 3 ��� L7E/YAwISE SNEATL! N/A SHEET a fI—in 81 Slu've Co. 00 FECTINO THIS WORK AND ANY DAMAGE OI!PROTECTION SECT INCLUDING SAFETY OF ALL PERSONS AND PRO- �� it - A/tc ( g 1N THE COUNTY OF RIVERSIDE. CALIFORNIA ANY YAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE TEE PERTY. THAT TMIB REQUIREMENT SHALL APPLY CON- t.A 9 , R.C.E. N0. f//// DATE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THERE LINES. PRIOR TO STARTING cONeTRICTIO/ TINIl0USLY AND NOT BE LIMITED TO NORMAL WORKING T Z EXP. 3'3/-r/ DATE: L4 / 94 '-_ ..a. m'�"""n® IMPROVEMENT PLANS N �,QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SMALL VERIFY THE W O No gd,lll EXISTING ELEVATIONS OF THE EXI8T71D MAINS IBEN HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN p ,..I DEMN IFY AND HOLD THE OWNER. THE CONSULTING EN- pc UNAUTHORIZED CHANGES L USES MAKING CONNECTIONS AFFECTING AND l►1DOVER INN ALL EXA DOW 01NEER AND ALL PUBLIC AGENCIES HARMLESS FROM E>}�$/�'�9/ iT THESE PLANE HAVE BEEN EI(NI11ED. AND THEY ME IN UTILITY LINES AFFECT INN THIS WORK. IF A COIF ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT. CITY BENCH MARK: SEE AT LEFT TRACT NO. 20139 OF 5 SETS FLICT IN LOCATION 19 NOTED. THE ENGINEER MUST ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- STREET PLANS ` CAUTION: THE ENGINEER PREPARING THESE PLANE WILL NOT # ORDINANCE.AND STATE OF CALIFORNIA LAWS.AND A ' BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. NECT ION WITH THE FOR OF WORK ON THIS CIVIL PE lT TO CONSTRUCT MY BE ISBIED. FILE NO. CHANGES TO OR USES OF THESE PLANS. ALL DW40ES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- PROJECT EXCEPT INN FOR LIABILITY ARISING FROM l �R A PLANE MUST BE IN WRITING AND MUST BE APPROVED BY TIE MEEBIONS AND SHALL REPORT ALL DISCREPANCIES TO THE SOLE NEGLIGENCE OF TK OWIER. THE CONSULT- '4j N V S NS APPR T } &44 -., m-m-0 PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ING ENGINEER OR ANY PUBLIC AGENCY. F.()/' IF�� DES I CANED BY, DRAWN BY: CHECKED BY:T RONALO F. KIRCIBER R.C.E. 41289 CITY ENGINEER W.O. FOR: B7- /S(z IMPROV PLAN TITLE SHEET (I)k 1030[0.109]PF, 870158 179 07-Apr-88 01,25 PM/87-0158-306 I i i EX,rI,JC - aRoiE 1 7T 77-1 V) 0oao -A1. 444rn4- 4444-- cv + cv d0- IDLOn0N La Od' --V Of O to h. Lc7 UD } N In + • L+ LnIn .- ° rn 33. ------ ---ofLn - r\ DOo•w oN24/224.77 M 3; V >W N hjw,1. f---- V 509Sq_ 98 'TAI,/S/TOr/0 TQ,a•vs Tlacv W 29 • i SERA W . ti CONSTRUCTION NOTES: Q-AA/O VE SAW6Wr Ata 0 N ( k /NT/7 Zf3. GR 4 0 D REMOVE PAVEMENT. IN T. 10400.00 Goc?AA1 p At/E J 104-0000 ,ER/L//•4 li/.4 Ilk //0*00.00 IWAC Y ST. k k k k C k k\S . i dn,AO 4 „G .. -T- - • .. Z G N G • - .. .. .. —4r'; ' .. — .. RELOCATE EXISTING HIGHWAY SIGN. SZ157 EOt 6 OF Pg Wk5A1T .. qq .. (N IT 7 X14 w)- -- + - t4„ iW) i_'° CONSTRUCT STREET NAME SIGN PER t4 CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. tt t t ,, I - 16t7t- 201001. ..... ,..i» L.. ..... <. ... ,< ... .... .... — ,,,.. , . v/• i ,...r., :..f^-./ i ♦ .• i . i . iii /r . ir . . r . . ,.y7. .1:............j.... r.a.. r. i s i i - I /s// .y i r . r i 11 % i . r1. . . . . . vi . . . . . . i -.. ,. s . /. . •' i `/ 'ii / iii rT7,rr.. // / /^// . 1 . a P /i /// i7,,,_ „Y°y„ °Y, „i•­ „7, ,si//..,isiii/ii /////////////////.. / ,/////i//// ////, /-fl'//o////. i•/CONSTRUCT C , -- • . % , - , -' ' ' ' ' ' - 0 4 P.C.C. SIDEWALK PER RIVERSIDE COUNTY t//// G a",.f%L , '/' m EX/ST. EhoE OF VIA AFIVT 3_.3 s O.o. ?9 c' m 2q A STDS . 400 d 40 1 . yy --- .. - 1 -- J --' . G 2/ONST,!/CT C.ONC. DAP1Vj-AV„4Y „rf 4- Qj • CONSTRUCT TYPE A2- AiF ; ,. ; , CALr,FrANS /3 S CURB AND GUTTER PER it ti 24 B 8 6rD. /118 -A(8 C F) Oc, 00 /0 7-3.04 0 ^^ 14 1 1 2/5/5 C J 1 8 CONSTRUCT BUS TURNOUT PER SE/O .Y by IN V J 19 CONSTRUCT 6 CROSS GUTTER PER RIVERSIDE COUNTY STDS. ok5_209 &210. 0., + V-0y, v0 MAC Y smcer' a m U /5 U Ki N 34 ° 3G 1 M 'W U CONSTRUCT 3"A.C. C. PAVEMENT OVER 4 A. B. 30 ' ' N ° N ()V, 22 CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. u E5EM,.A/7- m m .6' 25 ^? 23 FEATHER A.C. PAVEMENT FOR SMOOTH JOIN. o : s W Q o EsS,a 8 p 8/20 .4 C ,'tc, CONSTRUCT DR,41 NAGS//11 GEr PEKE' CAL TI'A/VS STt. D- 72, t BRAND AvE. 0 N@. 41,111 m m 26 CONSTRUCT GZITr" DEPRESS ION PER CA4 T— /1/9ra. G,- 78 s2.'_ ,e GRAN , o ® RELOCA•7"C Y 07y,ERS AVE 4r'1 1 3 hl TYPE• OG- 3 --A_C_©V&A' ,4 y' c!'I. '=ivl\. Q* 29 ADJUST R 0 + o//"1 7-4RADE 24 q -, F Q FO COAISTRUC FLO max. E.o.v. ' U RPM ®/T C L 05 T WL/NE TRANS/T/OrV 8" TO 6 "CURB FgZE Exist', tvMT. Z 2a vP A_C FA IE/t9/7-. 111A F] 2fy- MIN. 9. (2)° CONC. i I ,Bu5 ;711 RNOV7-sEc7-101 y A/i5 DELTA R L V A 90,00 '/0 35,co , SS.Q ' 35.00 ' /S' 55'09 75. co 4.77 /Z. Sv ro, o- P,RO,OOs,o cog" r/G,yT o,= I V 001 OLr) cu,R1 29 5000 8.33 E /490615,0 /CO.OV /&A if) 0 W 10 .00. q N —n %0.00' ON, OQI V ON 77-1 V) 0oao -AI. 444rn4- 4444-- cv + cv d0- IDLOn0N La 0d' --V Of 0 to h. Lc7 UD } N In + • L+ LnIn .- ° rn 33. --- ------ofLn - r\DOo•w oN24/224.77 M 3; V >W N hjw,1. f - --- V 509Sq_ 98 'TAI,/S/TOr/0 TQ,a•vs Tlacv W 29 • i SERA W . ti CONSTRUCTION NOTES: Q-AA/O VE SAW6Wr Ata 0 N ( k /NT/7 Zf3. GR 4 0 D REMOVE PAVEMENT. IN T. 10400.00 Goc?AA1 p At/E J 104-0000 ,ER/L//•4 li/.4 Ilk //0*00.00 IWAC Y ST. k k k k C k k\S . i dn,AO 4 „G .. -T- - • .. Z G N G • - .. .. .. —4r'; ' .. — .. RELOCATE EXISTING HIGHWAY SIGN. SZ157 EOt 6 OF Pg Wk5A1T .. qq .. (,N IT 7 X14 w)- -- + - t4„ iW) i_'° CONSTRUCT STREET NAME SIGN PER t4 CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. tt t t ,, I - I6t7t-201001. L.. ..... <. ... ,< ... .... .... - ,,,.. , . v/• i ,...r., :..f^-./ i ♦ .• i . i . iii /r . ir . . r . ............j.,.. r.a.. r. i s i i - I /s// .y i r . r i 11 % i . r1. . . . . . vi . . . . . . i -.. ,. s . /. . •' i '/ 'ii / iii r'T7,rr.. // / /^// . 1 . a /° /i /// 7 „Y°y„ „ °Y, „i.- „7, ,si//..,isiii/ii /////////////////.. / ,/////i//// ////, /-fl'//o////. i•/CONSTRUCT C , -- • . % , - , -' ' ' ' ' ' - 0 4 P.C.C. SIDEWALK PER RIVERSIDE COUNTY t//// G a",.f%L , '/' m EX/ST. EhoE OF VIA AFIVT 3— .3 s O.o. ?9 c' m 2q A STDS . 400 d 40 1 . yy --- .. - 1 -- J - - ' . G 2/ONST,!/CT C.ONC. DAP1 Vj-AV„4Y „rf 4- Qj • CONSTRUCT TYPE A2- AiF ; ,. ; , CALr,FrANS /3 S CURB AND GUTTER PER it ti 24 B 8 6rD. /118 -A(8 C F) Oc, 00 /0 7-3.04 0 ^^ 14 1 1 2 /5/5 C J 1 8 CONSTRUCT BUS TURNOUT PER SE /O .Y by IN V J 19 CONSTRUCT 6 CROSS GUTTER PER RIVERSIDE COUNTY STDS. ok5_209 &210. 0., + V-0y, v0 MAC Y smcer' a m U /5 U Ki N 34 ° 3G 1 M ' W U CONSTRUCT 3"A.C. C. PAVEMENT OVER 4 A. B. 30 ' ' N ° N ()V, 22 CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. u E5EM,.A/7- m m .6' 25 ^ ? 23 FEATHER A.C. PAVEMENT FOR SMOOTH JOIN. o : s W Q o EsS,a 8 p 8/20 .4 C ,'tc, CONSTRUCT DR,41 NAGS //11 GEr PEKE' CAL TI'A/VS STt. D- 72, t BRAND AvE. 0 N@. 41,111 rn rn 26 CONSTRUCT GZITr" DEPRESS ION PER CA4 T '„/1/9ra. G,- 78 s2.' ,eGRAN , o ® RELOCA•7C Y 07"y,ERS AVE 4r'1 1 3 hl TYPE- OG- 3 --A_C_©V&A' ,4 y' c!'I. '=ivl\. Q* 29 ADJUST R 0 + o//"1 7-4RADE 24 q -, F Q FO COAISTRUC FLO max. E.o.v. ' U RPM ®/T C L 05 T WL/NE TRANS /T/OrV 8" TO 6 "CURB FgZE Exist', tvMT. Z 2a vP A_C FA IE/t9/7-. 111A F] 2fy- MIN. 9. (2)° CONC. i I ,Bu5 ;711RNOV7- sEc7-101y A/i5 J c A DELTA R L T A 90,00 '/0 35,co , SS.Q ' 35.00 ' /S' 55'09 75. co 4.77 /Z. Sv 091, /z •50 29 5000 8.33 E /490615,0 /CO.OV 1 33.03 /&A 900 00,001, 10 .00. I %s.7V %0.00' J c A L 1 I,, 3$ ?yy> z {VE#■ s v a) I z fl Oc mz m m . 0. LF z C) m D-t-1 UKANU Avt 0"i d ur d L%3J - I Ue-0 w. i uyu rr : of u i oo i uo uti-nar-oo ur-:.ju rri /ol -uluo-r-1 1 0 z c 00 m m z 0 z z 0 00 r r11 \j t ff Imor% to, fto t nck 6u 0 n) -7 V2 9f 000000 -'a iii F .......... . ........... 0,000, tt 14 ro IN, 1—T LID--- c c 0- 4 114 -7-W to c ICU I LC N pW)VNm m O um 2. 64.3155 33 c. I --:!)Oo. -1; 'e, -Z-3 0 o If/ I J R/= & ep 7 PROFILE HORIZ 1"=40' VERT ill=4' 20+00 21+00 22+00 PLAN 1"=40' 23+ 00 24+00 25+00 25+00 <1\ T ul Z z w s: F- .9 CONSTRUCTION NOTES: ELI N v- c) gLu1: R 8 IL + z +\01 4- 77 SAWCUT AND REMOVE PAVEMENT. JU 41 'w K1144 CONSTRUCT STREET NAME SIGN PER Owl CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. Ex G G. r VG Toro 7p X 1001. Ex- 14!* L4 W, w w CONSTRUCT 4" P.C.C. SIDEWALK PER RIVERSIDE COUNTY -7- 23 24 STDS. 400 &401 . 0 21 22 K, CONSTRI 1 r-T-A CGESS R AMP PER C41 r At zt 103 CONSTRUCT TYPE ,42 -8 CURB AND GUTTER PER CALT11 FANS p N -- CONSTRUCT 5' CROSS GUTTER PER RIVERSIDE COUNTY STDS. 209 &210. a w \j W'/w w Z u- (1307.36 7.-C. Q3 -Z 2 CONSTRUCT 3"A.C. PAVEMENT OVER 4"A.B . Lo 'i Z t4rj z p_ W 8J V \a. W It z 63c6p. 3-3 . q q; b Q < COtA5-TRUCT VAR1A1!%-E J%%5f-HkL-r C.ONCF-e-re OVE1PLA-'( 0-I'ImAI) 4::) it 4- <Z)X 01 0 W 3: - - 3 9 14 Vr 1 30 7. 3 7)T. LU -3 6OLW rE#,THr=K A.C. P#NeMeWr t=OF- C-MCO-TH -JOIN 43 Tp W _j -x-- N N W W z D9.AIN^aE=- r1 FE= AND INLET6 3 to 5: W Qz 7 ; lu lu v- 1'ON5r1,rj1 er CON-rlffrl- Ofl tIZ'd Y/F/f 401 INT1 S70 207. mo 6014C. 61,1415 ?\Of ES GRAND AVSNUE E. s 'qi' r 0No41, 111rn T e>1.90' Om-rsC:x'A H IGVOgW C/VIL OF MA j5G jE*IVD REVISIONS: APPROVED BY: SCALE: ter Ile C I TY OF LAKE ELS I NORE DEIVAII-5 E. S11'W44R,-cA- il 11,11 SHEET Engineering & Surveys Co. RELC)G^-f E 5Y 0-rHERG R.C.E. NO.. DATE: IN THE COUNTY OF RIVERSIDE. CALIFORNIA %3 AC. OVERLNY Ej EXP. 3-31-,?I DATE =8e DA P.O. BOX 1049. LAKE ELSINORE, CA 92330 620 WEST GRAHAM AVE. 1-99 IMPROVEMENT PLANS L-ow tz-Ljc>- 5PMCUT RF-Me-)VE PtIINVEME-N-T II THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN PHONE (714) 574-1481 MARK BENCH MA : TRACT NO. 201%39 OF SHTS ACCORDANCE WITH THE CUNDITIONS ORDINANCE, AND STATE OF OF DEVELOPMENT. CITY CALIFORNIA LAWS, AND A G RAND AVENUE F] PERMIT TO CONSTRUCT MAY BE ISSUED. SEE SHEET NO NO. FILE NO. MARK DESIGNED BY: REVISIONS DRAWN BY: CHECKED APPR DATE BY: FfOIVA40 F KIRCHNER A7.--6-41Z&9 Clr)" ZN6—. .1 W. 0. FOR: F.B. UKANU Avt 0"i d ur d L%3J - I Ue-0 w. i uyu rr : of u i oo i uo uti-nar-oo ur-:.ju rri /ol -uluo-r-1 1 ■ 0 z C 00 m m ■ 0 m z 0 z z 0 00 r r11 ■ MEN k0 I 1 .4 20+ 00 19+00 18+00 CONSTRUCTION NOTES: tO SANCUT AND REMOVE PAVEMENT. O REMOVE TREES. O CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. 1001. 90 CONSTRUCT 4" P.C.C. SIDEWALK PER RIVERSIDE COUNTY STDS. 400 b 401. ©3 CONSTRUCT TYPE A2 -8 CURB AND GUTTER PER CALTRANS STD. N8 -A. 18" C.F.) CONSTRUCT 3"A.C. PAVEMENT OVER 4"A.B. 20 CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. /D. /'M /N.1 FEATHER A.C. PAVEMENT FOR SMOOTH JOIN. 17+00 00 15 +00 of ESS 0 v cm 0 FIo.41,111 ;o m m cr- civo- 191 F OF C A',F® 14- N 15 +00 v4 , 14 +00 UD 1'7 1.11. 1i1 9 - QI Lr o 00 . f- --- P7P') 0 -- -- - - --- O vc will 4Ellummmims. I■ ' ■YffseQi 1_1 _ Ij_TT_ 13 +00 12+00 11+00 10+00 O 9 PAND AVENUE 9EE SLIEST 3 V 13 °e'hl 30 cv N +00 oERpo oil 1 i z 001 m c i Y E i' i z c co z i K e... co t i S Y E i' i >u a • i= o� +g + c� 6�CIN 6:� STD.PLAN A10-E,A7A/G 32 �I 24 I.o 25 26 �"sO1.ID WHI IG iTR.IPR. --� — (o"/vOUD WHKE HT(tIPO Wd •, RJW / 'Q =m Or-TE6� HWY. Ile �� - ��. W _ Ta — Ul o� � DINT• I t28-EaD G2AND AVENU>G 1 o\r �✓�IZENA WAY- =��+Oo-oose�NA WAY- Q -7 STD PLANAII-LI TYPE/V STD.PLAN APO-B,DETA/L 32 STD.PLAN AfO-A,DET SD 12 4 n STO PLANA24-6.TYPE/✓ — Jr } z — — — — R — — — — — .—k7 ' E �¢zU QTU{R81 �7 STD.PLAN AIYA WUIL 9T "hoLID WW1e TIZIPe— — — — — — — — — — — — — — — — — — STD PLAN A20'A,DETA/L 9J Uu hOLID wNlTa eTRIP s Iti 1�. QT. Li# i w ow �{E.U.OkI C.Er#TE2.UNE 7' 17' ' .5� p�.WHITE I-P.HE MINE _J4., �. STRIPE PE?AID i STD.PLAN A20-A DETA/[9 T �1 YELLOk1 sr�a� DOUOLE (�L►-OkI STI'-IPE PETAL STD.P,AN A20-A,DETA/L Pf co N/���/W�d Q,QIY ES/j/r REV 191ONG, SCALE: c� CITY OF LAKE ELSINORE I �p q� APPROVED BY: �� ��x/I/_ _ LEI 1'ti�>r (/11�C !/C6fL�L7 �M,�: SHEET —L E SyF9 Fyc OER.D.E.E NO.IV/// �6` gF[$LriC]S Co. IN THE CDUNTY OF RIVERSIDE. CALIFORNIA w y m Z R.Q. NO. /// DATE: _ ��• �- STRIPING PLANS '+ EXP.3-3/-9/ DATE: lar axw Aa-� c� � N. 41,111 � T_89 Er 33119r 2 THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN AOCORDANOE KITH THE 00NDITIONS DF DEVELOPMENT.DITY BENCH MARK: TRACT NO. 20139 of `-SHTS ORDINANOE.AND STATE OF OALIFONNIA LAWS.AND A GRAND AVENUE fJ, CIVIL �Q PERMIT sTO,,CGN9TRU0T MAY BE ISSUED. N.A. FILE NO. gIFOFCAUF��C, MARK REVISIONS APPR DATE I.vc— \,ICES DESIGNED BY: DRAWN BY: CHECK€D BY: RONALD F. KIRCHNER R.C.E. 41289 DITY ENGINEER W.O. FOR: F.B. STRIPING PLAN- GRAND AVE 001 - 1025I0.109]PF: 870158 172 If-Apr-88 02:30 PM/87-0158-21.1