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` ✓4'Y v e. TO COF.OKA
RANCHO CALIFORNIA ROAD
rt -GENERAL_ - TES C,IYOFT -TEN.-,-ULA
- -
41L WOQL'SNeII GaVFaQ1A R7 THE STANDARD 5FEC/FIC4170MS FOQ RJ6L/C 6!/6/7/65 C04/57RUCTIGLLI PROJECT SITE Z P
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/ (LdtZ°gE0/TIOFI�i THE RIVERS/LLQ CGL'/,tOY X10 Li�-f�1l2TMEAlT/MPROlZ�Y1ENr 574.tlOARL25 QAIO S�CJF/CATJ'D.CL5 0
04720 '988, CA'JN7YORD/NA,VCE Ofd AVO A4OA/OMENTS, ANO CITY 0-TEVEC4/L451.
L59�AZW&,Vr OF RJBLJC WCZkK5 ST4NDAQOS GATED A/OVEI(ABER /95/ _ 2
A"' cow H 1
IN ""a "" E "" ENT PLANS
/T SHALL BE 7X12 RESA27nL•;/B!C/rY OF W,- COL/TRCCTOR 70 APPLY 70 THE GTy OF TE.GfEC(/L4S SjH S��t„ ysl
FHUV m
OF-PARTMb(/T OF PUBLIC WORKS FOR AN ENC !lACLlME</r PERVIT FO/.ALL WOQlC ON F�!/5T!(/C N 9�
/7Y MAINTAINED 86406 ANO FGiQ ZITIZ17Y W61ge WlrHIAI O/'ceRS•O,c DeD/C4716V Fd2 PIJ041C USS -
7T1E CONTRAC710R -_'7NA4L BE RESPoA/S/64E FOR 77,1E CLEARMJG OF W,6 PR.OP75E0 6(/ORK �� Al
ARE4 AAID RL:LOCsfnml COSTS OF ALL EXIST/NG Llr&17-/ES .26GXIIR116,q_-Zl 710Af 1CztRM/77-EE �O• (^�
Al/J5T INF02t/ Gry OF CGWSTRUCT/Ckcl SGSIEDULE AT 4625r 46A',WR5 PR/6e M dEGINN/NG LK
:0Al5rRUC710A4 PWOVE: 694-641/ I- G• F
r',{E CLW7R fCr0&l 5!/ALL V&V,-y ALL UTILITY LOCATION=' WmAl UA1Lx�-WRL1 A1v SSRV/CE ALERT ry Ob (w+i rj,
LOTS 1-16
Al' [• gL>7- ¢ _ AT C.EAST TW0�2) WQQKlNl3 LlaY5 PRIOR TO 4At EXCdV.47 �O F_ �' �' R/IN R/w
TRACT NO. 23925 4 c~n n �,� I i
iiv'i=rc,?c Iv'c'w iii,gUc,�.iciv7 vui,JS cjliSTivU Pa VE,G4C,v� SA wavr m A NEAT 60cL . wc- W fI // I Q� O� 60' I -
54G(/CL/75 ML 5T BE P&QA'ENA'CUL4R PAPQ4L.&4 OQ RAO/AL TD 7X12 ROADWAY CENTE2LINE. o M. B. 209/21-25
j 4
OVE,<'AY ANO FEATHER AIEW A C.PA(%EMENT 7b PROVIDE A SM007,q%724A,51r/OAA Lo Q O I � 40' �1
0 922-023-020 1 ' 1 IN
-�.ALL EXIS7TNL3 57P-EFT 5/CAIS/ROAOS'/DE ,tA4R,VL�i¢SI ETC. SNAL4 BE PROTECTED ANDlLL¢ 14' 6' 13' 12' 8' 6' 4'R614ACW IAI KJ.VD 70 THE CURREA/r CGC/NTY STANDAD PIsiN5 AND cmeRair TR4FF/c WAla4L � SIXTH STREET �-- �--
AT" C457 To Tf/E LJYYIn Ik- I I _
'— ro N I I�— � � 7 I M 6 sAwcuT B, \
N I tO O O N 11 4k 2% 2% 2% 2%
- TFlE COVTRAG7OR 5444L CONL7'JLT N/S OPERA770V AS ID OFFER M --LE457 POS5/BLE Q457RLlCrl'OMAND I 10 l I -01 o o I l l o l I _
IAKdNVE-",EAICE 70 AtMXIC PEOESTi2/A.(/AND VEN/CULAA? M4,-i-C,ANO A/E -WALL NAVE UNOEK I I I N 1 I I N 1 N N I I I N I ` o.. o.00�• .a.w + -
GON57R1ICTlON ILIO GREATER LEAJGTN OR AAAOJNr OF WOR 714.0 7!E C4,CI fJlECLlfC F'ROPER!_Y, 2: ' ! �ll�YljlAr
ONEXISTING ROADS,7RAFFIC5NALLBE FLSQMIME-0 70 FABS 7YWUGW 711E WOR/G4e,54 W/TN 45 U 1 1 I� I 1 1 OI 1 1 1 1OI 1 1 (+I
G/TTLE /NCONVEA!/EAICE AS Po55/6 LE. I I IN I I I N I N N I I IN I I uu 7 1 2 3
U
rn I mIn a, rn ,
5P.4-BE...EPT!"./C.�O62=::�^.;,! .�.,^U:74'E 1 1 1 1 ( 1 1 1 1 1 rr
VA-15 7E&ANCC OF 7N
cx/S7G SYS
STEMS HALL A1or BE IA ,-41Affo I I Axl 1321 3 11 301 291 281 271 261251241231 221 2 11201191181 17 L'i I �
1 M. B. 15/7261 I SIXTH JIMEEi
TO SAN DIESD AMI
SAN D 1 EGO RIVERSIDE COUNTY STD. NO. 104
R = 40. T. 1. = 6.0, 0.25' A.C./0.52' C.A.B.
FROM STA. 12+89.52 TO STA. 14+55.00
9 WLIERE SUR(/EY titONU4fENr5 EX/5� SUCFf MJNU'I 8,vrs WILL aE R?OIECTED Q2 SNAG 5E SCALE: 1" = 10'
CPROJECTED TOWNSHIP 85, RANGE 2W, SECTION 15,
EO AND BESET FURSLlrLllr 7D BUSINESS A&M COOEI 5ECT7OAJS 87Lt0 7a
8805(GAND 9URVEYO,Q15 AC'T) R/W R/W SAN BERNARD I NO BASELINE AND MERIDIAN
/0 LXJSr CoAl7ya MUST BE M4/MTAW69 AT ALL MMES INDEX MAPVICINITY MAP
//, Eixl/PMENT AA/0 W rE-P_IAZS 3NALL BE STORED /N/4 NNA
E4T AA/D FR0760-6o MA /EQ. 60' �
/2 ALL SEWER REL47-ED WORK SLIALL BE COME /N AGYbROANCE Wal,(THE EASTERN SCALE: 1 " = 100' I €` I NOT TO SCALE
Me.hVIC/PAL W47EQ DISMICr SMAID4RD6 AND SPECIF/C4rl&VS. 14' 6' 20' 20' 6' 4'
_l
13 ALL WA7ER RELATE-O WaaK SNAIL BE I�'x/C-/N 4CCO2a4NCE WITH rXIE �E'4NCN0 C4UFp2AIIA
W47i-A D(67RlCT 67ALN/J4RD5 AAIO 5FECIFICATLCILLS 2/tI 6 0.09 6 jP� SHEET INDEX
4> 2% 2% 1 2% 2% 2
/¢.qNY WATER SERV/C SPLIT DOWN SNALL BE DoMC-AT AJlGNr FP-(OR 70 ANY BNLIT DOMI, —� __
774E COAR-RAc7QQ 3N4LLNOT/Py 7NE Dipr-0709 ENG/NE521 C4l57DA4eRj FIRE DEPARTMEA� �b� .D.D .o,..o• .p •o. .D. p. .. � 2/
RAkCFfO Cd[IFORNlq WATER D/ST2/CT AND 44L 0774EQS AFFECTED BY T4/E SE4U7'LMLUA!A ��DD.D RJ
94 I. GENERAL NOTES. LOCATION MAP. INDEX MAP. CONSTRUCTION
IWAAMUM OF 774REE (3) WEEk3 W ADvaAJCe_ 7 NOTES, QUANTITY ESTIMATES k TYPICAL SECTIONS
I 7
/5. A J_P,4UEMENT SEC77OAIS AP-E AT M(Al/MUM eCflUIR.6M8V75,ADDITIONAL SOIL 76.S75 S/440-
BE TAK6V AF7E2 GA74011,v 10 LE-Ei3vi/AJE 77V& EX4G Sl-<(j,icJ)P_AL ��C77C7A(REQLP/RE44EAfl-5.
AS NOTED STREET IMPROVEMENTS
� Ira• P&DESI'21.4A/ ACCESS 7D ALL ExlS7'/AIG SUS/A/ESSES SHALL.. air: 0.42, ON PLANS SIXTH STREET
M4l/VTAI&IC-D WITAI AS LITTLE 1AICOAIVC="lC-VCE Ta 774E r-W43L.IC LEGEND RIVERSIDE COUNTY STD. NO. 104
AS FVSSIBLL-. ACCESS SAIAL.L BE MAIAITA/HED A7ALL71ME-S 0.25, II 0.25' R = 40, T. I. = 6.0, 0.25' A.C./0.52' C A.B 2. SIXTH STREET
17'2000140U7' 7746 CONSTRUCTIOAJ PERIOD. �I li FROM STA. 10+28.00 TO STA. 12+89.52
s STOP SIGN SCALE: 1" = 10'
+ STREET NAME SIGN o 0 ,� 0 0 00% 0 moo.s' 3"A C ON NATIVE FOR SIDEWALK
3"A.C.ON 6"A.B.FOR DRIVEWAY
EXISTING STREET LIGHT A. C. SIDEWALK Si
® EXISTING PAVEMENT BEING REMOVED
EXISTING PAVEMENT DRIVEWAY APPROACH C NSTRUCTION NOTES U,
D NEW PAVEMENT SCALE: I" = 5'
PORTLAND CEMENT CONCRETE CONST.
NUIL ITEMS TO DE CONSTRUCTED OR INSTALLED
ABBREVIATIONS OTHER THAN THE STAN- NUMBER �lrr
DARD SPECIFICATION FOR PUBLIC WORKS ROADWAY EXCAVATION
CONSTRUCTION
ABBREVIATION WORD OR WORDS O CONSTRUCT 0.25' A.C. OVER 0.52'C.A.8
A.V.R. AIR VACUUM AND RCLEASE VALVE 2 `aJ
@ AT FEATHER OVERLAY TO MATCH EXISTING PAVEMENT (6' MIN, FEATHER) (OJ2'MIW
BEG. BEGIN _ 3 SAWCUT, REMOVE AND DISPOSE EXISTING PAVEMENT AND/OR A-C SIDEWALK
EX. GR, EXISTING GROUND
EXIST. EXISTING S
F.M. FORCE MAIN ICONSTRUCT 10' WIDE CROSS GUTTER PER RIV. CO. STD. NO. 209 ✓y 209A Z
G.S. GRADE BREAK o �-
G.T.E. GENERAL TELEPHONE COMPANY CONSTRUCT 6" A.C. DIKE PER RIV. CO. TD. N0. 212
H.P. HIGH POINT 7 CONSTRUCT A.C. SIDEWALK (THICKNESS = 3" MIN.)
MIN. MD'limuM vI CONSTRUCT P.C.C. ACCESS RAMP PER R IV. CO. STD. NO. 403
NOTICE TO CONTRACTORS CALIFORNIA COUNCIL OF CIVIL ENGINEERS BI LAND SURVEYORS NO. NUMBER
eTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANIE WITH , O.C. ON CURB S CONSTRUCT A.C. DRIVEWAY APPROACH PER RIV. CO. STD. NO. 206 (W=16',X=2 )
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION ?r ESS/� R,C-W.D. RANCHO CALIFORNIA WATER DISTRICT TO REMOVE EXISTING A.C. CURB
RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE A. S= SLOPE EQUALS
Cl)
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. RESPONSIBILITY FOR-JOB SITE CONDITIONS DURING THE COURSE OF �� l} , ! l�
CONSTRUCTION OF THEPROJECT, INCLUDING SAFETY OF ALL PERSONS ZP T.D. i TOP OF DIKE (A.C.) RELOCATE EXISTING R.C.W.p.AIR VAC 8 AIR RELEASE ASSEMBLY PER R.C,W,D.STD RW-i B RW-9
THE CONTRACTOR 1S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES AND PROPERTY, THAT THIS REQUIREMENT SHALLBE MADE TO APPLY w V W. i WIDTH EQUALS l2
NO. ADJUST EXISTING WATER VALV ISER 8 CAP TO FINISHED GRADE PER R.C,W.D.STD DWG.RW-30
Tv PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT CONTINUOSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS O I � v i O nu •rnw►OSITI3 u1 WyIDTu _ _
Oso n= DRIVEWAY TO eu!n VT1M170111V17 w�uln
AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND EXP.3-31-s6 ` l9 RELOCATE EXISTING FIRE HYDRANT AND EXISTING GUARD POSTS PER R.C.W.D.STD.DWG.RW-I B RW-7
OF RECORD OR NOT SHOWN ON THESE PLANS. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM :I'� CIVIC �Q U.G. r UNDERGROUND 1
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 9�` OQ� I 14 CONSTRUCT PCC ACCESS RAMP PER RIV,CO,STD,403,MODIFIED PER DETAILS ON SHEET 2 �i
PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING OF CALF '
/ FROM THE SDLE NEGLIGENCE OF. DESIGN PROFESSIONAL. 15 ADJUST EXISTING R.C.WD.WATER METER TO FINISH GRADE PER RC.W,D.STD.DWG.RW-I 8 RW-I6
I CONSTRUCT P.C.C.SIDEWALK PER RIVERSIDE COUNTY STD.NO.401 PLAY 14 MZ
J LL
BASIS OF BEARINGS BENCH MARK REVISIONS: DESCRIPTION BY APP'D DATE PREPARED UNDER T S ER S Roliert Bein,Wiiliam Frost & Associates SHEET
1 REVISED—GENERAL NOTES,QUANTITY LIST JJW YAW PROFESSION- EtiGINEERS.PLANNEftS 6 SURVEYORS CITY ^OC F TEMECULA 1
THE BEARINGS SHOWN HEREON ARE BASED ON THE COUNTY OF RIVERSIDE B.M. N0. 600-7-68 2!761 SINME DNC DRIVE.ni 2w,IMEMA,a.WSW PROJECT NO, 192.-002
CENTERLINE OF SIXTH STREET AS SHOWN ON A STANDARD BRASS DISC STAMP J-63 REGISTERED E INEER N0, 43090 710 Qfo-0D4x
,MAP OF TRACT NO. 23925 FILED IN BOOK 209, AT TEMECULA, ON MAIN STREET, 100 FEET SOUTH OF AND ACROSS THE STREET DATE: 10 MICHAEL A. TYLMAN P. DATE: 3/31/96
+ PAGES 21 THROUGH 23 OF MAPS IN THE OFFICE FROM THE POST OFFICE, AT A HOTEL BUILDING (FORMER FIRST NATIONAL BANK SCALE: BENCH MARK: SIXTH STREET
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, BUILDING), SET VERTICALLY IN THE NORTHEAST CONCRETE WALL, 1.5 FEET APPROVED BY- STREET IMPROVEMENT PLANS,
CALIFORNIA BEING N 44°25 43 W. NORTHWEST OF THE EAST CORNER OF A DOOR COLUMN AT THE EAST CORNER OF �� C��G y AS SHOWN
THE BUILDING, 2.3 FEET ABOVE THE FIRST CONCRETE ENTRANCE STEP, AND DOUGLAS M. STEWART R.C.E. 37254 SEE LEFT HEREON (FROM FRONT STREET TO MERCEDES STREET) OF 2 SHEETS
ABOUT 2 1/2 FEET HIGHER THAN THE STREET. DEPUTY CITY ENGINEER EXP.6/30/92 DATE' TITLE SHEET FILE NO.
DATE: 1970 ELEVATION: 1005.651 FT. DATE: ry��/i CITY OF TEMECULA 10/25/91 W.O. FOR: IF.B.
40023
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In 0 ItO m m N q O _EX.GROUtJD t -- ' o �X S=O I NECESSARY
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CONST PCC BARRIER CURB MONO-
°° UTHICALLY WITH PC C.SIDEWALK AT
oD i -- ----�- { - } -t- f PROFILE I BACK OF RAMPING SECTIONS TO MATCH
(P _ _ _ - - - I- -- T t SCALES . ELEVATIONS
BACK OF SIDEWALK
SECTION A-A ELEVATIONS(FROM V2"MIN.TO 4"MAX.)
- - __
HORIZ 1"=20' -*PROT@.GT EXIST. !SF-1-IT FZAIL_ FEhIGE
--- - 1 1 VERT I 4' L � Ii f'L_AGE AT 1 AoJG OF EXIST- A•G. S117EWALIG
10 I Q -� 1 - - 14. CONSTRUCT 5'TRANS, �5
FROM PAVEMENT ID 'CONSTRUCTION NOTES
F, Q 4 A.G DIKE H P,E P NGER
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X, GRAPHIC SCALE ( 1 }-10+SG1� - / I CONST OZS'A- 00-35 FL .'_ nIII—
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tit 'k ry I O_ •� OC �J lJ 1 ':i::: ::::::::::':::::::_t:`:::=_:::=::: =: '=: F 3 To P -ATG t4 E,:I ST- PAV E tAE N T
I >< W U Y a OC FILL,COMPACT AND:4n ^ S G •:44.. N Q
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f - - - oe.051 : : ::::.:. ;;: 5�:t �""""� f�OCATE EX�SiWG RC.YrD AIR VAC 8 AIR
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> :•:::••:•:::... :_: :: :.. - I.... t.y.;•. :::::.: .. :•::3'3:::::.: ::................. ADtAJs EXtsT1\G WATER VALVE PoSER B CAP TO
ELEVAT101�. . I2 ::.:3rd:::................::•:::::........... ;.df°. . ._ .. r4 :::::•::•:::;:. ... :: :- •::::. ::::•:::::::::::::::•:::::::r::;
�.....: .............:.::.. •. :. :...:_......... ...................... IZ
.. .. ..._.- ::•:•. ::.::•.•. ::........,..::•-• •::::.... . ....;.,_....:::::::::•. _._... k ....... � ...a+_ .. .... �GRAD`P-OZ RC.41D STD DWG RW-30
•:-:::. ., . - ..-:...... RELOCATE
:•:••:::::::::. .........::••- - - :::•:• •............:......... ..•:.........._.....;....;;.... E)45T6JG FIRE HYDRANT AND 5
.i �a.�-:. EXI 11NG
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CURVE DATA ±
NO REFERENCE A R_ L -i
MAY 14 1992
A N E'L`{ GURF,'1 RETUFZAI q0 04,1C." 2 ,00' 3-1.3Q' 7=5.e3'
13 CaS'L`{GU;M RETURN 841.55'44" 25.00' 3°J•24'• 24-•97' - - - -
i8 ✓.J.W. 1 Rw•/sw Girt_NOTES QuaurlrY Llsr. "
G Nw'L'{ GUt:tl3RETURN �(003'3�•° zs.00' X9,30' zS.o3' _, °�'�~ � % � PREPARED'UNDER I /( / `7�berttBe�at,ctii�3fliam �c�l�ocrat�s •`CITY OF TENiECULl�l
N •, ` PROFESSIONAL ENGINEERS,PLANNERS 8 SURVEYORS
REGISTERED CIVIL INEER N0,43090 28765 SINGLE OAK DRIVE SUITE 250,TEMECULA CALIFORNIA 92390 PROJECT NO. 92-002
�= DATE: 2 (714)676 BD42 SIXTH STREET -
f•a JC'a O MICHAEL A.TYLMA P.3/31/96
I Eep .'-"G r I DRAWN SC(LF APPROVED BY: / SCALE: BENCH MARK:
ADEL c i' a o' / _ STREET IMPROVEMENT PLANS OF 2 SHEETS
HORN. 1"=20'
`e(' �� DESIGNED JOB NUMBER DATE BY DESCRIPTION APP'D. DATE , VERT. 1"=4' r s
DOUGLAS STEWART R.C,E.3.254 SEE SHEET N0, I (FROM FRONT STREET TO MERCEDES STREET) FILE NO.
:,r t•,I CHECKED DATE R E V I S 10 N S �� DEPUTF CITYTEMENGINEER EXP.6/30/92
:--_-- J.K. DATE: /2 ..�. Y/ DATE
J.N:400231
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