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HomeMy WebLinkAbout89-185_89-181 STREET IMPROVEMENT PLANS CONSTRUCTION NOTES AND QUANTITY • TIMATE: F 0 R TRACT NO O SAWCUT AND REMOVE PAVEMENT.fl D O2 REMOVE TREES. lS W Q \ wow c TRo� cwAwNe� LS S R GRAND 4v 20139 LA,GuN-+A ­e RELOCATE EXISTING HIGHWAY SIGN. /Egcc >1u o rQG4 H,N� -REtBeh�E'1 MA! tB6%- --/EA- iB6� PROJ[CT LOCATIONZ O7 CONSTRUCT STREET NAME SIGN PER GA.1..TR4N6 STD.��"RE1=f 1.14ME- a'Uua-7/c�cc.EO� vccz��-tort 4-o4-4 /EA. \ OB CONSTRUCT LIGHT STANDARD PER WIVERSIDE COUNTY STD. 1001. SEA O CONSTRUCT 4" P.C.C. SIDEVALK PER RIVERSIDE COUNTY STDS. 400 d 401. /4�45P SIDEWAI=K PER RIVER RAND SHEET 2 I "' AVENUE vow TY MAP SHEET 3 ( -BOOST RAMP PER RIVERS}BE eBUNTY $TB 402 �£r9 N='. UTILITIES: I I -1•I 12 CONSTRUCT ACCESS RAMP PER CAL 7RAN,97"L1 N8-B,LASE-E /EA 13 CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CAI-TRANS NO WANK WHATSOEVER WILL BE DONE ON THIS 9,1E UNTIL THE � ' TRACT NO . 20139 > o STD. NB-A. (8" O.F.] /7GfL,F FOLLOWING UTILITY COMPANIES HAVE FIRST BEEN GIVEN 48 i• 3 I HULAS ADVANCE NOTICE OF INTENTION TO GRADE OR EXCAVATE. • = W -HERBY RFieT GENERA[ NOTES: : _ - _._ BUTTER --- RIVERSIDE „ r EESINOIE VALLEY M.V.D. (WATER L SIEVEIU a0p y HE 51751 NOW CA. ,5 CONSTRUCT FLOWL INE TRANSITION 8" TO 6' CURB FACE.1. NOTE TO CONTRACTORS: 'AkE3375 ELSINORN CA. 92330 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 17141 674-3146 PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 1< T (•', NO 13 1 I 16 CONSTRUCT CONCRETE DRIVEWAY PER BY A.SEARCH OF AVAILABLE RECORDS. APPROVAL OP THESH W.CAL.GAS COMPANY v �,u_,y�� PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE ��CENTRAL AVEME \ - - - C4_E a Z EA. RIVERSIDE. CA. 92506 A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OP U141 781-611J LAKC • ;TERRAG ,; DRIVE:= = m Z THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY j .1 W 'eSHHTY�TL�2SI. fQ�rr- I z Nn UNDERGROUND UTILITY,TH PIPS OR TOSTRUCTURES EQ WITHIN THE TA LIMITS SO- CAL' ED1901 CO. U I H' 1B CONSTRUCT BU9 TURNOUT PER 5HT 2 /EA' - C OF THE ROJF.C'�. TtlH CONTRACTOR IS REQUIRED TO TARE 401 E. FQATH 57. •I F- N V ALL DUMP PAEG IONARY MEASURES FOR THE PROTECTION PERR19. G. 92370 L EGE/Vp ETt rr 014) 69-1101 Y O OF ALL OLILITIPS, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE GENERAL TELEPHONE Co. STREET 5/GWn/.__............I I 1 I 19 CONSTRUCT 6• CROSS GUTTER PER RIVERSIDE COUNTY STDS. 07 PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED 120 E. THIRD STREET is.1O ,� 209 d 210. ZI Y�fi, M PERRIS. G. 92370 5TFTL�ET 4.- CART-. f r0 1TIH SALISFACfIDN OF THE GOVERNING AGENCY BY THE 014] 652-6021 I I N.A.E CONTRACTOR AT HIS EXPENSE. � _ 1� 20 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. 49,739 .S F 2. ALL MINA'S,VALL CONFORM TO CALT,P,4AAJ AiYS.C/TYCOOES,STANDARD LAi NA a V b 'I' 1 - ,,lPeC/F/CAT/ON!AVR FV/BL/C Worn a7Z'Sr so 1 r1ON AND STANOARO ORMILA B. IT IS 1'HB CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESH STANDARD$AND CODES AT ALL TIMES. 700 3• C0WTRACTOrP9NALL NOT/FYGLTRAMJQVTpOFrICEAND RISL/C WO.PA'S I__I ®2 CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY. (a/'M/N.) _ _jgd595.E INSPNCTOR AS HOURS PRIOR TO BEGINNING ANY WORT_ CALL FOR INDEX MAP FEATHER A.C. PAVEMENT FOR SMOOTH JOIN. _ 3100 Sr INSPHA.M. AT (714) M., MONO YET_ IS H TWEENFRIDA THE HOURS OF _ _ 9:NT A.M. TO 4:00 P.N., NOTRAY THROUGH ORIDAY. ©4 REMOVE EXISTING DRAINAGE PIPES AND INLETS 00 L.S 4. CDN7T1AcroR SHALL RIAINTAxN TRAFFIC CONTROL IN ACCORDANCE SCALE; I" 200' - WEWITE CALTRATS TRAFFCONSTRUCTION A MANUAL AND y TCHCITY MANUAL AT ALL Tlree ®5 CONSTRUCT DRA/NA6E INLET PER CALTRANJ sra,D-v,7YPEOL.--I.-A. DURIRr.CONSTRUCTION AS"PROVED BY CITY ENGINEER OR HIS WWIREPR SWPP Eve FAILURE TO Do so SHALL REQUIRE-IMMEDIATE 26 CON9TRUCT6UTTER DEPRESSION PERLALTRAAS STL1,0-7,F,T W ov. MOW[STOPPAGE. N�yVLY Epp• [CASE PER PLAN)5. IL SMALL BE THE RESPQNSIYIRELY Or THE OF TIL TO 50, -IH9TW4tt TYPE t BBdEBT HAIRIECR PER BAti4t#NS-oiv". ARRANGE FOR THE NECESSARY LI"OFITH OP NTR CTIR TIES. - -- - ----- CONTRACTOR SRALL NOTIFY ALL UTILITY COMPANIES INVOLVED N/EL`{ fC - AT I.ERLSL-4 33 UN PRIOR TO SERVICE MORE. _ N/W LT It IZ' 8' ©9 AON/UST R/M T06RADE 2EA 1-800 822-4133 ONDBILGROUND SERVICE ALERT. 6. THE CONTRACTOJ SHALL BE RESPONSIBLE FOR THE CLEARING OF THE 4 1-oR B' PROPOSED WORK AREA, AND LOCATION AND COST OF ALL EKISTING DOS MO . _. -_-. '3o I s.• UTILITIES. SUBDIVIDER MST INFORM THE CITY OF LAKE EISI- NOBS -- - Or CONSTRUCTION PRIOR TO THE BEGINNING OP CONSTRUCTION. IY, 19, 10' 22 23 /1 •- r zr• IfEwaEF4 g'WL-EBdSMTY--S E�>�/>� I6�f IP 7. ALL UNDER ROUND FACILITIES WITH LATERAL$ SHALL BE IN PLACE ,afATCN EX -cam a A'O��C PRIOR 1'O PAVINc THE STREET SECLIM, INCLUDING BOY'NOT EX15T G oM ZvNea I �'/4'PER Pr .rCSI<., ..a.1E5 CAL TRANS GENERAL 7r J LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AMC 1 r-x,5T DRAINAGH FACILITIES. I 3 ��Ex13T A) All work within the State right of way shall conform to - PER PT -- I IMPVT9. the latest State Standard Plans and Specifications o S_ ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS directed by the State',representative. D 1RI.L BE TAKEN AFTER ROUGH GRADING 20 DETERMINE THE EXACT �_� Z� ZD t as SECTION REQUIRED. SECTION THICIQNESSES SHOWN ARE FOR � 37r BONDING PURPOSES ONLY. b) No eqipment or materials may be stored on the State9. AL.L EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE 2/ - O R T EGA H WY. .right of way. Z 1 TI z POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. I/ c) All disturb areas in the State right of way must be -METE NGINEER OP RECORD SHALL BE NOTIFIED OF ANY NECESSARY 10 fIL✓le 6'a 2 treated for erosion control (hydroseeding or equivalent, Z M A C Y STREET a directed by the Stat<', representative The REVSIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE iespons ibi llty for maintaining er io control will not - - IN THE FORM OP 'AS BUILT• PLANS SUBMITTED TO THE CITY ENGINHER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF o, - -r _ be released until the seeding is wellnestablisbed. The contractor will be responsible for the cost of'Caltrans THE PROJECT BY THE CITY ONGIISTU 7 cleaning any drainage structures and channels which have 10. ALL EXISTING MONOMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS -- , -. become cluttered with debris and/0r silt as a result of, HE APPREIV FURNISHE BY TTHE CIT EENGINEE. T ME PIES ARE OF TO BE >R - d) Structural section shorn within the State right of way FURNISHED TO EBB CITY ENGINEER AT LHE COMPLETION OF THE 1'i0• PROJECT BEFORE ACCEPTANCE IS GRANTED. - - 1 I I is for estimating purposes only. The actual section rill be'designd b a Soil En after native soil testing AN ENCROACHMENT PERMIT SHALL B6 30' '30' j 1 ha beencompleted. A traffic index (TI) of 9.5 shall • REQUIRED FOR ALL CON- ' be used in the design of the travelled way, And a TI of ISSUANCECTIO WORK DONE WITHIN PUBLIC AIGRTS-OP-WAY. BEFOREshall be used for the shoulder design. The ISSUANCE OP SAID PERMIT T8E CONTRACTOR/DEVELOPER MUST �LO� I O• y=rr 6.5 10 20' laboratory reports and the design calculations shall be PROVIDE HE CITY ENGINEER WITH IMPROCERTIVEMENTS. OF INSURANCE, 7 submitted to the State'c representative for approval REQUIRED BONDING FOR PUBLIC AT THEP.JOB SI TER ENCROACH- 1 O' 4' prior to construction of the structural section. WENT FERMIS MOST BE PRESENT AT THE JOB SITE DURING THE 4 �� TOTAL TIME FRAME OP PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. I - 1 '`9/ O 2/ e) Mbere survey monument exist, such monument, shall be 12. AN ENCROACHMENT PERMIT IS REQUIRED 77/,4NWWA/THE DISTRICT I 14 protected o shall be referenced and reset, pursuant to NO. 8 OFFICE OF CALTRANS PR/OR rO MrINN/NC./.NY WORN '_PER Pr. Y4"PEK FT. Business and Profession, Code, Sections 8700 to 88IS W/TN/NTNE 4rATE R/6NT-OF-WA✓ --- - Z7, 2:C LAGUNA AVE. (Land surveyor's Act). [) The pavement most bg c wcut 2' minimum from the edge of q I �2/ pavement. The saws.t,must be perpendicular or parallel to the State highway centerline. 60 g) All signing, striping and pavement markings shall be in G R A N D V I E W AVENUE 81 T R A BUCO DRIVE cmnformaPub with the a State edition of , "Trt-t 1s6• 12' Manual"published by the State of California, Department - of Tra:ueportdtion and the Special Provisions. ' B 8 h) The exact location of all signs shall be determined in OWNER SOILS ENGINEER BENCH MARK & LAKE TERRACE DRIVE �x'x w.� �'� �A�a i tna field by tAa stata'a r.pr.a.ntativ<. K£NNETH 6.0580R1VE r ASSOC. z' 3 Z'1 YP) i) All conflicting striping and pavement marking,not shown RIVERSIDE COUNTY BENCHMARK N0. 25-80. n the plans shall be r Ved from the pavement by THE GRAYSON COMPANY /7/4/ML/RPt/)'AVE. STANDARD DISK SET IN CONCRETE 0.1 MILE �d F'Elt PT sandblasting by the contractor. 2021 E. FOURTH STREET NORTHEAST OF INTERSECTION OF MACY STREET a rem r SUITE E. F AfIl/NE,CALIF. 927/4 AND GRAND AVENUE ON THE SOUTHEASTERLY j) Al1 conflicting signs shall be either owed' o I 'g SANTA RNA. CALIF. 92705 (,��St0-200/ SIDE OF MACY STREET 96 FEET EASTERLY OF eloe.t.a by the contr.t.r. Aeleeatabls sign,shall be (7{4) 547-7393 THE MOST EASTERLY CORNER OF ADDRESS a 2� /3 ID A. v e 72825. 35 FEET NORTHEAST OF NORTHEAST instal lad a specified on plans o s determined in the [Wald by[he.State's representative. GATE POST IN 4 FOOT CHAIN LINK FENCE , GRAND AVE.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 �L S/ VISIONS: SCAIn e I PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE CMR- PRIVATE Ave PllLIC UTILITIES AS BIKINI REFLECT Q oIv APPROVED BY n�t�r r�, C 1 TY OF LAKE ELS I WORE z RECTIVE GRADING. IF REWIRED. REFER TO SOILS REPORT. AVAILABLE REOORD INFORMATION. THE CONTRACTOR DURING T RESPONSIBILITY FOR JOB SITE CONDITIONS/ eaa11 THE ESTIMATED EARTHWORK OIANTITIES SHALL NOT HE ABED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- DURING THE COl1RSE OF CONSTRUCTION OF THIS PRO- N,7;�O \5 F 3 �l� G1�iYNGSE SHEA4ER N �w,,,, SHEET j fltCl7n 81 S111'Vt CO-ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTINO THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFETY -OF ALL PERSONS AND PRO- �� la - NF .� - a"'� g Yg 1N THE COl1NTY OF RIVERSIDE. CALIFORNIA TO THERE LINES. PRIOR TO STARTING COISTRUC`TION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- R.C.E. N0. ><//// DA CONTMCTOi'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TINUOUBLY AND NOT BE LIMITED TO NORMAL WORKING A _ __ v, QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE )OURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- w ND 4d.111 v m EXP. 3-3/-9/ DATE: L4 /_ �W.1«d IMPROVEMENT PLANS �, EXISTING ELEVATIONS O-THE EXISTING LMINH EXi WREN DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- Dr UNAUTHORIZED CHANGES L 118E& UMAK TILITY CONNECTIONS LINES AFFECTING AND l►1DOVER ENO ALL EX ISTIN- 01NEER AND ALL PUBLIC AGENCIES HARMLESS FROM EWyEsadF y/ THESE PLAN6 HAVE BEEN MITIIEO. AND THEY ME IN, UTILITY LINES AFFECT LID THIS WORK. IF A CON- / ACCORDANCE WITH THE DOF CTIO!OF DEVEL IEI/T, CITY BENCH MARK: SEE AT LEFT TRACT NO. 2OI39 OF-5 SHY$ i • CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED. THE ENGINEER MUST ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- * # ORDINANCE. AID STATE of CALIFORNIA LAW. AND A STREET PLANS BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. NECTION WITN THE PERFORMANCE OF WORK GN THIS CIVIL PE IT TO CONSTRUCT MAY HE ISSUED.- FILE NO. CHANGES TO OR USES OF THE(E PLANS. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- PROJECT EXCEPT END FOR LIABILITY AR I51N0 FROM ul, �P A PLANE MIST BE IN WRITING AND MUST BE APPROVED BY THE M:NBIONS AND SMALL REPORT ALL DISOTEPAjNDG TD THE SOLE NEGLIGENCE O-TK OVER. TIE CONSULT- '>J N V 5 NS APPR T } .�i LLIl. PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO TIE COMFENCEIENT of WORK. LNG ENGINEER OR ANY PUBLIC AGENCY. E-OF I11 MINED BY, DRAWN BY: CHECKED BY:T. RONALD F. KIR MNER R.C.E. 41289 CIT7 ENOIWEER L1.0. FOR: F.B. 87-2/SCE IMPROV PLAN TITLE SHEET Ill a 1030[0.109]PF, 870158 179 07-Apr-88 01,25 PM/87-0158-305 U - - - 1296 - 1294 I 129 F - - - - -, -- - — I LI i - - - - " 994 ` oFFzi�vT oc ) _ 56 F f 4 ,o 0�T-N ol`v-i ._. .,.� 4IIOT-- Ofl n + •p un !!�l .0 ,� -_ _ _ _. MU +� om _ _ (y� N W + N NIn _ r aC oo u 1 2477 /2 04.77' _ _Ey - 9.E.� N�O1 4/4 -6/4 44144 > h N y a DID �� - N C. P✓. I 9 / 4.- CaRa PACE -_. - PROFILEm HORIZ 1"- 40' _ VERT 1" 4' I 10+00 11+00 12+00 13+00 14+00 15+00 PLAN 1"= 40' 16+00 1/+00 18+00 19+00 20+00 N O � � y k k WWW d { N W 0 k SERE Gc/ Y W n K�N ti 3 k 6w . L W '� k X CONSTRUCTION NOTES: /NT. 104G000 6RAN0 AV—=- 0 h 1Su l y- /7t2$•6 Q+-';iVl/O/{VET 'cl: 1 I W ? 1u Ol eJT PHp REMOVE PAVEMENT. /0'0000 MAC y 8T• W W W W`� � W� /O+LxlL�SEi7E.�L4 w I (��qp��� fto}--�/• G " -- - -' -• -' G - •' -- - (4"rrf �- -• •/ G� .• 4O al RELOCATE EXISTING HIGHWAY SIGN. ��E.F9T ELGE OF' Af6V7' --K I 4.w �- -f� -�- -' (Z"6 Y"C+) - —"-SIB O7 CONSTRUCT STREET NAME SIGN PER )—�- Idw,�. (W' wr— I c0 ^ (Ide ) ( w) � (14'w mod'' � aro.•DTTYE�T'e:ywl sty N 3"32'06"fv I �� CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. 11 12 13 14 1001. 15 _-- - 16 I 17 IB I 19 20 , ,,, - .. - --r->r CONSTRUCT a P.C.C. SIDEWALK PER RIVERSIDE COUNTY Q f �„ "' ' STDS. 400 & 401. 2 C• qj r-, DP ✓P f ���; :':.:.-. .-:� ,.•. .. 'IV SD .' "':-: '.. ':. ':" - . L•..•�:.'.. .,1$ � _ C�OEd4T CWC 367 NA f C4 LTR41.15 3*'0. 46-4- I - - Nn1 -- - / /3 CONSTRUCT TYPEAZ-8 CURB AND GUTTER PER CALTRANS 8T0. N8-A(81C,) 10+73.04 9 a 31 •V I I I I 0 `..5' /3 . i J Q CONSTRUCT BUS TURNOUT PER SECT/ON Hf.CFON (1 VV I I m V' V 19 CONSTRUCT 6' CROSS GUTTER PER RIVERSIDE COUNTY STDS. 209 6 210, MAC Y STREET V� O,Q, m vN 'e�p 0 ,�! �r99•• 19 N34.3G'3Ba Q� ��• W� g� 20 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. 31' STo.4M S n`� VI 2 nw, 12.p0' + N72.27'35"Al 9 Q CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY.0../'AW) N b E45EMENT N V N .,,,, � Z ^� + 8 m0 9• 2© FEATHER A.C. PAVEMENT FOR SMOOTH JOIN. 0 \ 16 B I /ZD'RG.� \@ ,�4 ��S E.SH Nql�"y N 25 CONSTRUCT Of.'A/NA6E/NLET PER GLT.�PANS STO. 0-72 L GRAND AVE. 'i� c� O�No.41,111'A m 7YPEOZ.((•2/',A''¢') d2' LEGEND �' m 26 CONSTRUCT 6dTTEA'DEPRESSION PER CALT,PANS STO. 0-78, S o' 12' ®- RELOCATE BY 07�1,EA;5 GRAN D AVENUE * �P a131I�1 TYPE OL. A.G. OVERLAY S CIVIL c��\F ! /5 CONSTRUCT FL.OWLI NEDTRANS/T/ON C'TO 6"CUR,9 FACE 00 I CID S4lc.LUY REMOVE PAVEME-NT \ lF OF 2.MIN. 1' REVISIONS: SCALE: - I CAL.TRO.1J�CLAN GHEG.K ,Q, APPROVED BY: ptterQje% CITY OF LAKE ELS I NOR 'HEET co " L� - GENN/SE 3NEAREC tyyp�`alL�tLC?� AT 40' j g LrYefS IN THE COUNTY OF RIVERSIDE. CALIFORNIA Z DELTA R L T E RCtr10 �S Co. R.C.E. NO. f�/// ��• 9'{ 6'CaVe. A 30'06•/B'" 35.Ct7" 5 35.OZ' EXP. 3-3/-91 DATE: IMPROVEMENT PLANS 'B"Ss 29 r5.a' T '2so TRACT N0. 20139 THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN rNx o c 6U5 TURNO[? .SECT/ON /B'5S 29 SQC?7 / .5/ 5.�3 ACCDRDANCE WITH THE CONDITIONS OF DEVELOPMENT. CITY BENCH MARK: OF✓$HTS E /B 55 Z5 /cuocA� 3�.03 //v�lo7 ORDINANCE. AND STATE OF CALIFCAL1SG RNIAUED. LAYS, AND A GRAND AVENUE Nra F 90^gp'p0 10.00' 18.71' 10.pp' PERMIT TO CONSTRUCT MAY BE IssuED. SEE SHEET NO. 1 FILE NO. MARK REVISIONS APPR DATE, 1W�' IZ�12"EQ DESIGNED BY:8.9 DRAWN BY: CHECKED B7:T.E. RONALD F K/R." NE .C.E 4/Z89 C/TY -NC. W.O. FOR: F.B. H7-2fSG • I 8 4 i N _ -01 16 V� nI e e411411111' �¢ * -aB P G) J +N L+v + z N 8 07 ___� * - I PROFILE HORIZ 1" 40' VERT I— 4' 20+00 21+00 22+00 PLAN 1"= 40' 23+00 24+00 25+00 26+00 so 9� � 3 ! I ` W Z '6 o 8S CONSTRUCTION NOTES: Y Zo 8 I i 0SAWCUT AND REMOVE PAVEMENT. x Jry0 47O CONSTRUCT STREET NAME SIGN PER cn��nAN� 0To g�T2GET tiC.:.,IE`�:6:1.1 67, Nv ex.2I ( CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. '4� T-Ez.2•G� ^-.2.6 �"€X.2 EX W*W Ez. 1001. EI1.14•W CONSTRUCT 4" P.C.C. SIDEWALK PER RIVERSIDE COUNTY F F STDS. 400 d 401. 20 21 K53°32'OG"N/ 2P 0 6 _ — 24 c_ CONSTRUCT T 8'�G 2-8 CURB AND GUTTER PER CA1.7iPA7Y5 I 'g•P W 6 CROSS GUTTER PER RIVERSIDE COUNTY STDS. 19 CONSTRUCT 6 209 a 210. �� IS/W t r ,L� Zose AZ 0 J 20 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. 8 N �to 3 r z r s 12 C3O7.3g)TC. 5 Z z O P$7 o b o 0 f3LY 83)F5 N 0 O COH5TRUCT L VARIABE AbrHALT CONCRETE OVERLAY /D/'M/Nl s� oti �Lu JI \ �7.37rc. 2 WO L O N _ 7 N * +Y p> N W 3 ; `I. C 5. N p W 23 reATHER A.C.PAVEMENT POR 6M(XI)TH-JOIN W NCI 4 't S x� NIB e - N LLQO\0 W O REMOVE EKIOTING DRAINp.GE PIPE AND INLETS 111 10 ,D X Q N 3 W 7 y W t '-;'• N 9 //� CONSTRUC/CONCRETE Ar/✓E/I�.IY PE.f.C/4E.P5/OE LbUNT/'STa?07 Y Y' yI e,c.LGNL.601c6 ® AD✓U57',P/M TO GRAOE L REMA/N� QROFESS/pN GRAND AVENUE O A � �q e`` e.sHF9�`yc Y y R 52. co ` , Z 4O. G O No.41,111 p m o T=81.90 I.I349( .. crvlL # ORTEftA HIGHWAY ff �! 05EE sHT. 4- ) ArFOF CAIIF��� !i, L heGIr D REVISIONS: APPROVED BY: SCALE: ptter f, CITY OF LAKE E L S I N O R E ®-REL-OcATE 6Y OTHERS P 1nCel'Ln$&S>uYtYS Co• IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET _L R.C.E. N0. a//// DATE: 3 00 W A.C. OVERLAY ' /-e9 IMPROVEMENT PLANS w q���� LA'•N FIPw yr H EXP. 3-3/-9/ DATE: C ..cy-IIDrI A-A ® -5AW CUT/REMOVE PAVEMENT AT ESE PLANCC RIANCESWIITHETHEECUNDIITIIONS AND THEY ARE ITT BENCH MARK: TRACT NO. 20139 OF 5 SHTS JT.@ O-A.C. PAVENIEN7 PPEERMITNTO CONSTRUCTEMAY BELIF ISSUED.NIA LAWS.AND A GRAND AVENUE MARK REVISIONS APPR DATE %2-1 >f9 SEE SHEET N0. 1 FILE N0. DESIGNED BY: DRAWN BY: CHECKED BY: FONALD F K/ C ER . /2a9 / NG. W.O. FOR: F.B. 87-2/56 CRAND AVE BHT 2 OF 2 C3I - 1025110.109IPF: 870158 165 09-11 -BB 02e30 PM/87-0155-211 I M � iLl > F P _ ; 10 _ N • O cD .1� m D € _ �I a 0 i _ JJ r - _ ill + z RAIs G7 Z s C n co S D H 1 1 . 0' I Ila..-- 1H1 V R 1 - _.._-0I _ _ttl . .. -. _ - 20+00 19+00 18+00 17+00 16+00 PLAN1^ 401 15+00 14+00 13+00 12+00 11+00 10+00 8 l�PlIND AYENUE •Z QK 8 23-A 89./4 3 W 3 W I 26 25 24 23 22 2! i t5 Q2 � W m 15 q ma, m O W Ilk DO N• N z 718 r P.PaP So 18rf1T„E.Ps) `ro -- \ - CONSTRUCTION NOTES: OI SAWCUT AND REMOVE PAVEMENT. O2 REMOVE TREES. e 8O CONSTRUCT LIGHT STANDARD PER RIVERSIDE COUNTY STD. 1001. O9 CONSTRUCT 4" P.C.C. SIDEWALK PER RIVERSIDE COUNTY -/ STDS. 400 a 401. 03 CONSTRUCT TYPE A2-B CURB AND GUTTER PER CALTRANS STD. N8-A. C8" C.F.) 2� CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. 2® CONSTRUCT VARIABLE ASPHALT CONCRETE OVERLAY./O.1*1N/ ©. FEATHER A.C. PAVEMENT FOR SMOOTH JOIN. CITY OF LAKE ELSINORE QROF ESS/ Q� REVISIONS: SCALE: tter � E.Sys, y APPROVED BY: A/ c GENN/5 E.S%EAR A �/ /"=40 n &S Co. SHEET m a �� CK7Lg >u yC� IN lTf COUNTY OF RIVERSIDE. CALIFORNIA 4 c� G No.41,111 A rn R.C.E. N0.4//O DATE: 00 i e9 N oe EXP.3-3/-9/ DATE: _ aim w �:K.G 3/s�s1 � IMPROVEMENT PLANS THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN M« o sr CIVIL s ACCORDANCE NA WITH HAND BTHE CONDITIONS ON MVEND CITY BENCH MARIc: TRACT NO. 2 013 9 OF�SHTS PERMIT �TIOM�CONSTRUCT MAY BE ISSUED. SEE SHEET NO. I ORTEGA HIGHWAY FILE NO. Of EA0 RK REVISIONS APPR T I ` DESI ED BY.11 DRAWN BY, CHECKED BY.TE . RON L K, .C. .4/l89 C,rr ENS. W.O. FOR: F.B. 87-2/56 >u a • igg= Q� o� +g + c� 0 - � STD.PLAN A10-E,LYTATG 32 ca 4"40LID WHI IG iielPe --J � - - �••ypLID WWKE HTeIPE =m 'Or-T" HWY. f � $ � oz > c I N I I I I I lu r Qw Ta — ul o� � DINT• I t28-EaD G2AND AV6r1U>G 1 o� �✓�IZENA WAY- =��+tw.oOSEReNA WAY- Q p ro _ ww R/w ExIHT. STO.PLANAII-L TYPE/✓ STD.PLAN A10-F,DETA/L-12 STD.PLAN AfO-A,DET SD 12 4 n - STO PLANA24-6,TYPE/✓ - - - - - - -k7 7 STD.PLAN A20-A DETA/L 9-17 - - - - - - - - - - - - - - - - - - Sra PLAN A20'A,DETA/L 9J �u hOLID WNITa 6TRIPE "h�LID WW1e sTimm 9¢ * 7 '�cm#e61 I ewiaal Z( �f- -- KzuJ - �R81 �a2u ~L�# �MAGY L✓1KE�T' e/w wW w ow �{E.U.01J C.Er#TE2.UNE 7 17' ' S' p�,kLLItT�I.hNE MINE �4., ❑ o ❑� ��. STRIPE PE?AID ii STD.PLAN A20-A DETA/L 9 T 4'YEUOW SfKI� DOUBLE -(E�L►-OW STI'-IPE PETAL STD.PIAAI A20-A,DETA/L 22 to coW Q�Qe[C CIJ/� REVI3IONG, SCALE: lI� c� CITY OF LAKE ELS I NORE �p q� APPROVED BY: �// �xhCEfL�I I"=4,p1 60er :!JlI�C, SHEET � �Q E Sy�9 Fyc OER.G. .NO. $tlglneaiI1gF[S-veysC0. IN THE COUNTY OF RIVERSIDE. CALIFORNIA co m Z R.Q.E. NO, /// p�j��p DATE: �a _ �I� �- STRIPING PLANS '+ c� OT�ND.41,111 EXP.3-3/-9/ DATER /-89 �_=- Iar axw Al[-� EYp 3/s/�9/ THESE PLANS HAVE BEEN EXAMINED.AND THEY ARE IN * AOCORDANOE KITH THE OONDIT ITS OF DEVELOPMENT.DITY BENCH MARK: TRACT NO. 20139 OF�SHTS ORDINANOE.AND STATE OF OALIFMNIA LAWS.AND A fp GRAND AVENUE CIVIL �Q. PERMIT TO MAY BE ISSUED. N.A. FILE NO. gIFOF�pLIF��� MARK REVISIONS APPR DATE "Y- \ZILE' DESIGNED BY: DRAWN BY: CHECKED BY: RONALD F. KIRCHNER R.C.E. 41289 CITY ENGINEER W.O. FOR: F.B. STRIPING PLAN- GRAND AVE 001 - 1025 I0.f09IPF: 870f5B 172 If-Apr-88 02:30 PM/87-0158-21.1