HomeMy WebLinkAboutPM 37384 Mission Trail Apt SIP WIDENING STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS
FOR . JUNCTION „ .
a mw I A.C. ASPHALTIC C. AGGREG47E ONCRETE LS LENGTH STRUCTURE A.C.PAVING
MISSION TRAIL WIDENING AVE. BEGIN CURVE MAX. LOW POINT
PORTLAND CONCRETE CEMENT
/<gOgD BCR BEGIN CURB RETURN MIN. MINIMUM CATCH BASIN&LOCAL DEPRESSION
ALONG THE FRONTAGE OF BLVD. BOULEVARD M MIDDLE OF VERTICAL CURVE ----- CENTERL NE
IAKESHORE DRIVE ROAD gVCCB CATCH BASIN H.BEGIN VERTICAL CURVE NIS MANHOLE
SCALE A FIRE HYDRANT
LAKE ELSINORE HEMLOCK STREET
MISSION TRAIL APARTMENTS R CURB FACE DC ON CURB _
FLOWUNE
z �S t CENTERLINE P7N. PORTION
o ass GONG. CONCRETE PCC POINT OF COMPOUND CURVE GRADED SWALE
�t , - o MALAGA yR�r� PROJECT 32585 MISSION TRAIL APN: 365-030-001 BP CORRUGATED STEEL PIPE P.I. POINT OF INTERSECTION RIGHT-OF-WAY
/ SITE C.Y. CUBIC YARDS PRO POINT OF REVERSE CURVE
'1,l ` CITY OF LAKE ELSINORE DR. DRIVE R.C.P. RDNFORCEO GONG. PIPE
DW DOMESTIC WATER P.U.E. PUBLIC UTILITY EASEMENT 2R SHEET FLOW RATE
DWY DRIVEWAY PW PARKWAY
/ ! STREET LIGHT
COUNTY OF RIVERSIDE STATE OF CALIFORNIA EC R EEND CURVE ND CURB RETURN R.G. ROUGH GRADE —M ROAD —
9y SWALE HIGH POINT
OLIVE ST. ELEV.X ELEVATION RW RECLAIMED WATER c WATER METER
E.P. EDGE OF PAVEMENT so STORM DRAIN
SL STREET LIGHT
1 EVC END VERTICAL CURVE
- FL FLOWLINE ELEV. SS SANITARY SEWER
FS FINISH SURFACE ST. STREET
LEMON STREET B GRADE BREAK STREET R/W RIGHT-OF-WAY
H HEIGHT SW SIDEWALK
H.O.A. HOME OWNER'S ASSOCIATION TC TOP OF CURB
' TYPICAL
CITY OF LAKE HP HIGH POINT �•
INV INVERT OF PIPE W VERTICAL CURVE
VICINITY MAP ELSINORE WIDTH
NOT TO SCALE I I MISSION TRAIL APARTMENTS x1z3s EXISTING SPOT ELEVATION
r----------I- ►--------- ------------- ----------_--
1 ,
GENERAL NOTES
I _-
1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A ___ _ -- _
SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF
LAKE ELSINORE DOES NOT CONS77TUTEA REPRESENTATION AS TO THE
L-- _-
ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR — — — — — — — — - — — — — — — — —
NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN CITY OF CRY LIMIT
THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL WILDOMAR ( OF MISSION TRAIL)
DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES �1
OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY SHEET INDEX
DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. INDEX MAP SHEET STREET PLAN DESCRIPTION
2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD SCALE: 1 =100' i TITLE SHEET
SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING 2 STREET SECTION,CONSTRUCTION NOTES&DETAILS
OF THE COUNTY OF RIVERSIDE AND CITY OF LAKE ELSINORE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. LEND 3 MISSION TRAIL STA.STRIPING
S 10 TO STA.56 O STA STA 6.21 40 TO STA.57+95.38
______ 4 SIGNING AND STRIPING STA. 49+52.48 TO STA 62+4fi.21
J. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS r —-
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124 W.247 L 1 O 1 =STREET IMPROVEMENT SHEETS GRAPHIC SCALE
BETWEEN 714E HOURS OF 9:00 A.M. TO 4:00 P.M.MONDAY THROUGH FRIDAY. ———————J 100 0 50 100 200
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS
TRAFFIC MANUAL AND WA.LC.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS ® =SIGNING AND STRIPING SHEETS
APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL ( th FEET)
REQUIRE IMMEDA7E WORK STOPPAGE 1 inch =100 ft.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE
NECESSACOMPANIES INVVOLVEDOATOLF.ASTY48TIHOURS PRIOR TOTOR BEGINNNG WORK.L NOTIFY NTH�L� ENGINEER'S NOTICE
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.SA)AT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS
WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST REQUIREMENT SHALL APPLY CONTINUOUSLY ACTORSHALL
AND NOT IN LIMITED N NORMAL
WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD
INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LABILITY,REAL OR
OF CONSTRUCTION. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT
B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, OWNER OR ENGINEER.
Y ELECTRICITY,GAS,AND DRAINAGE FACILITIES. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANDEXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
m ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE
SHOWN ARE FOR BONDING PURPOSES ONLY. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
Y 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND UNDERGROUND UTILITIES OR S7RUCTURES NOT REPORTED OR INDICATED ON
} ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR
m NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE
< IN THE FORM OF'AS-BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHALL
BE THE CON
SHOWN AND ANY OTHERS FOUND AT THE SITE. R SFIALL BE THE CONTRACTOR'S
nµ TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK OWINER:
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION DEVELOPMENT
SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR 14211 C&C DEVE DEVELL STREET
o CENTERLNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
N THE PROJECT BEFORE ACCEPTANCE IS GRANTED. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SUITE 200
o THE PREPARER OF THESE PLANS. TUSTIN, CA 92780
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE T: 714 288-7600
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF
o CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS www.c—cdev.com `.
INSURANCE,REQUIRED BONGING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS.
1 SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE
o MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT
� JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR S01_8 ENKN41EER.
a CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS LOR GEOTECHNICAL GROUP, INC.
AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH 6121 QUAIL VALLEY COURT
-a HAZARDS.
RIVERSIDE, CA 92507
o QUANTITIES
HSHALL BE RESPONSIBLE WN HEREON ARE DFOR ED FVERIFWNGOR I ALL QUANTITIES PRIOR NG PURPOSES ONLY T. w.lor eo.com 60
TO BIDDING FOR CONSTRUCTION. n, www.lorgeo.com
o REVISIONS: PREPARED UNDER SUPERVISION OF: "AS BUILr PREPARED BY: 'M WILSOW M11cAMl Cx(Y OF LAKE ELSINORE 8-/07
W Cl]�RPORATION MlSSK)N TRAIL ATE PARKT.949-679-0090 �NG
RCE E%P DATE SHEET
SCOTT M.WILSON DATE REVIEWED�: SuCE 1OR STREET IMPROVEMENT PLANS 1
N F.949-679-0091
RCE NU.49884 EXP. 9-30-18 IRVINE,CA 92606 TITLE SHEET
No.49884 a INSPECTOR DATE BENCHMARK: OF
6 * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RIVERSIDE BENCHMARK NO.BM E-3-70.REV.1279.829. BRASS DISC IN CONCRETE
fn txP,OB/b/16 >f APPROPRIATE CONDMONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORM OF'T'INTERSECRON OF CORYDON STREET AND MISSION TRAIL 27• Q
�1 DESCRIPTION
fq STA LAWS, N ERMIT C E ISSUED. SCALE: AS NOTED
Z ^O 0 Q 'f 0rvaP FAST OF u THE CENTERLINE OF N6510N TRAIL C pI CpL�F BASIS OF THE SHEETS
3 cexwlwlrrq mAnnAev,ce DESIGNED BY: DRAWN BY: - 6- OLD CENTERUNE OF MUAGA ROAD,WHICH BEARS N79.3B'l5'W AS SHOWN ON TRACT
N0.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51,INCLUSIVE OF MAPS
a CHECKED BY: SCOTT M.WLSON PROJECT MANAGER: SCOTT M.WILSON BRAD FAGRELL .C.. 920 CITY ENGINEER EXP.O6-3D-19 OATS: oFI C of THE COUNTY RECORDER IN THE COUNTY OF R W.O, FOR: F.B. FILE NO,
1
ESTMATE OF
STREEr PLAN OONSTFUCTON NOTES QUAN111Gg
CITY OF LAKE ELSINORE CITY OF WILDOMAR FUTURE IMPROVEMENTS R/W 7o-CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. N0.201. 408 L.F.
R/W 60'PROPOSED R i 60'PROPOSED R 2a—CONSTRUCT 6"A.C.OVER 14-CRUSHED A.B.(MIN)TO BE DETERMINED BY 19,300 S.F.
(3 LANES) 30'EXISTING R 50'EXISTING R W 3 LANES SOILS ENGINEER.
10' I EXISTVAPAVEMENT 25'ES 10' o-CONSTRUCT SIDEWALK(WIDTH=5)PER CITY OF LAKE ELSINORE STD.NO.210. 1,580 S.F.
TO BE REMOVED EXIST.PAVEMENT 5'MIN. -- CONSTRUCT ACCESS RAMP TYPE Ill PER CITY OF LAKE ELSINORE STD.NO.214C. 2 FA
' 5' 5'MIN. 43' T T 43'
WALK PROP.IMPR. I WALK 5�--00NSTRUCT GUTTER DEPRESSION PER RCFC&WCD STD.LD201,CASE C,AND DETAIL ON SHEET 3. 3 EA.
VARIES FUT MEDIAN
2.09< VARIES 2.0% 2.0% CONSTRUCT CROSS-GUTTER PER CITY OF LAKE ELSINORE STD.NO.209. 1,150 S.F..;. EXTEND SECTION PER PLAN
5'WIDE SIDEWALK AC./14 AB.(MIN)TO BE
6 TYPE B CURB DETERMINED BY SOILS ENGINEER f^ To-REMOVE EXISTING PAVING TO LIMITS SHOWN ON PLAN. 14,800 SF.
PER CNY OFIAl(E 8 SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2. 538 LF.
ELSINORE SM.N0.201 SECTION - MISSION TRAIL 9D-INSTALL IRRIGATION SLEEVE(SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER 70 LF.
N.TS SEPARATE LANDSCAPE AND IRRIG47ION PLAN.
10 ADJUST SANITARY SEWER MANHOLE TO FINISH SURFACE. i FA.
11 RELOCATE EXIST UTILITY STRUCTURE PER UTILITY PLAN. i FA.
12 INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO.502 2 EA
13 CONSTRUCT HARDSC4PE COLOR AND FINISH PER LANDSCAPE PLANS 500 SF.
14 CONSTRUCT TYPE BA CURB PER CITY OF LAKE ELSINORE STD.NO.203. 33 LF.
EXISTING PAVEMENT NEW PAVEMENT 15 CONSTRUCT 8"PCC(CLASS 560-C-3250)OVER 6-CLASS 2 AGGREGATE BASE 230 S.F.CURB AND GUTTER 16 REMOVE EXISTING CURB AND GUTTER AND RECONSTRUCT AT GRADES SHOWN PER PLAN 34 L.F.
5'OF VARIABLE vi 1' ESTWTE OF
DEPTH COLD PLANE MIN. NO g�a C TMOUANTM
AND OVERLAY EXISTING EDGE SKIANG
OF PAVEMENT 20 INSTALL 4'DASHED WHITE STRIPE PER CALTRANS STD.PLAN N0.A204,DETAIL 12 THERMOPLASTIC. 205 LF.
21 INSTALL 4'WHITE EDGE LINE PER CALTRANS STD.PLAN NO.A208,DETAIL 278 THERMOPLASTIC. 192 LF. i
22 INSTALL 4'/4-TWO-WAY LEFF TURN LANE PER CALMANS STD.PLAN NO A206,DETAIL 32 THERMOPLASTIC. 643 LF. '1
0.f0'MIN 23 INSTALL B'SOLID WHITE STRIPE PER C4L7RANS STD.PLAN N0.A200,DETAIL 38 THERMOPLASTIC. 200 LF.
LEAVE EXIST.BASE 24 INSTALL 12"SOLID WHITE BASIC CROSSWALK PER CALTRANS STD.PLAN NO.A24F THERMOPLASTIC. 150 LF.
(UPON APPROVAL 25 INSTALL 4-SOLID WHITE STRIPE THERMOPLASTIC(NO DETAIL). 118 LF.
OF INSPECTOR)
NOTE'. AC PG 64-10 26 APPLY THERMOPLASTIC ARROW MARKING(TYPE IV(L OR R))PER CALTRANS STD.PLAN N0.A42A. 4 FA.
27 INSTALL 8'DASHED WHITE STRIPE PER CALTRANS STD.PLAN NO.A20C,DETAIL J78 THERMOPLASTIC. 599 L.F.
SAWCUT AND JOIN DETAIL 2B FURNISH AND INSTALL SIGN PER 2014 CA-MUTCD AS NOTED, 17 EA.
N.T.S. +R70-2QA(2-LINE)TO READ'MON-FRI,4-6 PM"
29 INSTALL 4-SOLID DOUBLE YELLOW STRIPES PER CALIRANS STD.PLAN N0.A204,DETAIL 22 THERMOPLASTIC. 80 L.F.
a—INSTALL 12"SOLID WHITE STRIPE THERMOPLASTIC;SPACING=30'APART. 65 L.F.
QR—REMOVE ALL DELMIEATORS PAINTED STRIPES BY SANDBLASTING,AND THERMOPLASTIC SY GRINDING
AS DIRECTED BY ENGINEER.
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REVISIONS: PREPARED UNDER SUPERVISION OF: 'AS BUILT* PREPARED BY: M WILSON MI KAMI CffY OF LAKE ELSINORE
OTESS//�' CORPORATION
REVIEWED BY: � DAB M � SHEET
o o SCOTT M.WILSON DATE 9187E 100 9 CORPORATE PAW T.949-879-0090 STREET AV� ENT VEM PLANS
2
N F.949-679-0097
RCE NO.49884 EXP. 9-30-18 IRNNE,CA 92606 STREET SECTKW AND
y No.49884 INSPECTOR DATE BENCHMARK: �F
A * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH THE RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE
N E.P APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF'P INTERSECIION OF CORMON STREET AND MISSION TRAIL 27' CONSTRUC TION NOTES 4
R J}9� clva �P STATE WS,AND A RMIT CAN BE ISSUED. SCALE: AS NOTED AEASTSIS OF THE CENTERLINE OF MIMON TRAIL
OF CALF BAsrS aF eEMnNG: SHEETS
3 CC12FUWduVD�nAdw DESIGNED BY: DRAWN BY: 626-19 OLD CENTERLNE OF MALAGA ROAD,WHICH BEARS N79.38'1SV AS SHOWN ON TRACT
NO.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51,INCLUSIVE OF MAPS
o CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.WILSON BRAD FAGRELL R.C. 3920 CITY ENGINEER EXP.06-30-19 DATE: OFFICE OF THE COUNTY RECORDER IN THE COUNTY OF RIVERSIDE W.O. FOR: F.B. FILE NO.Ehlh-zon-ro453
- "-,-EX.CATCH BASIN lljf� 8*CURB
-
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MISSION TRAIL CITY OF LAKE ELSWRE
APARTMENTS 28
100•
28 ORl-UT_!,
DEVELOPMENT PER SEPARATE PLANS) RIGHT TURN LANE
I
17YP. 35' 28 x5 xRRO-20a 28 28 -
I TYP, CLASS 1, TYPE F GLUE-DOWN DELINEATORS 4-7 R R3-7R
_ _ I '� PER CAL TRANS STD.A73C. MI-1
----- - - -'---- - -' OMi-1 u 0 A 26
v
- 22 21 20 29 F�50' 23 0 26 R TYP. Y7 W C W
Z 8
I,--__80'OPENING i —g2 54 55 66 25 w 56 57 y 4-
49 - 5 - - ---T- - 80'OPENING- 100'-TURN POCKET_. _ -.._- - - .. N N. - 09 W
48 - - 22 23 ^ LIMITS OF AC. OVERLAY -_._. -_ _ Q Q m
R LIMITS OF A.C.OVERLAY N
29 W
-. It(CITY BOUNDARY) ..R€INSTALL TWO-WAY 22 -_,_ _ ._,
.-------- LEFT TURN LANE
EXISTING EDGE OF PAVEMENT
----
--- �.----- EXISTING CURB
- - - - - - - - - - - - --
- - - - - - MISSION TRAIL
- -' - - T--- CITY OF WILDOMAR
_ i I
SE
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I �
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SIGN LEGEND
IHIDDEN TRAIL -- -
RIGHT LANE
RIGHT LANE �
2B 28 TURNS RIGHT MUST
W7.AL04)_ _W74(C4) AHEAD TURN RIGHT
- - - - - - -
ti W73A(CA) R3-7R OM1-1
O W 36"x36" 36'x3T 24"x24
K O Z_ S�i AND SIBI'M CONSTRUCTION NOTM
W J8 59 60 61 62 63 20 INSTALL 4"DASHED WHITE STRIPE PER CALTRANS STD.PLAN NO.A20A,DETAIL 12 THERMOPLASTIC.
ON - 21 Al
� INSTALL 4'WHITE EDGE LANE PER CALTRANS STD.PLAN NO.A20B,DETAIL 27B THERMOPLASTIC.
22
Y W THRU / - ---� INSTALL 4'/4"TWO-WAY LEFT TURN LANE PER CALTRANS STD.PLAN NO A208,DETAIL 32 THERMOPLASTIC.
TRAFFIC 23 CALTRANS INSTALL 8"SOLID WHITE STRIPE PER STD.PLAN NO.A200,DETAIL 38 THERMOPLASTIC.
MERGE 24 INSTALL 12 SOLID WHITE BASIC CROSSWALK PER CALTRANS STD.PLAN N0.A24F THERMOPLASTIC.
LEFT 25 INSTALL 4"SOLID WHITE STRIPE THERMOPLASTIC(NO DETAIL).
x a��\\`��u��� 26 APPLY THERMOPLASTIC ARROW MARKING(TYPE IV(L OR R))PER CALTRANS STD. PLAN NO.A42.
m - - - - - -- - - -- - - - - - - INSTALL 8'DASHED WHITE STRIPE PER CALTRANS STD.PLAN N0.A20C,DETAIL 37B THERMOPLAS7ICFURNISH AND INSTALL SIGN PER 204 .
a AS
W74(CA) Ri-i
28 sRIO 20A(2 LI E) READ'MON-FRI,,,4-6 PAr NOTED.
36°x36' 30"x30"
MON-FRI 29 INSTALL 4'SOLID DOUBLE YELLOW STRIPES PER CALTRANS STD.PUN N0.A204,DETAIL 22 THERMOPLASTIC.
INSTALL 12"SOLID WHITE STRIPE THERMOPLASTIC,SPACING=30'APART.
R-REMOVE ALL DELINEATORS,PAINTED STRIPES BY SANDBLASTING,AND THERMOPLASTIC BY GRINDING
o AS DIRECTED BY ENGINEER.
N f
N R3-2
n 30'x30'
RI O-20A
24 x30"
0
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GRAPHIC SCALE
a R4-7 40 0 20 40 80
a
0 24"x30"
( IN FEET)
a 1 inch =40 ft.
a REVISIONS: PREPARED UNDER SUPERVISION OF: "AS BUILT" PREPARED BY: J� W►LS0N MIKAMI CITY OF LAKE ELSINORE
q C pgOFESS/qy� RCE ExP GATE '1 CORPORATION MISSION TRAILWIDENIM SHEET
O�YIRa1f' pal W/! SCOTT M.WILSON - DATE RENEWED BY_ SUICOI�pRATE PAW T:919-679-0090 STREET IMPROVEMENT PLANS
F.949-679-0091 MISSION TRAIL STRIPING o
o : RCE N0.49884 EXP. 9-30-18 S COR CA e26a6
y No.49884 INSPECTOR DAZE BENCHMARK:
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'MTH THE RIVERSIDE BENCH MAIRK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE 4
N nP,
* EXP. /b�iB * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 7V NORTH OF'1"INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
DESCRIPTION J?q �P.- STATE WS, D A P MIT CA BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERLINE OF MISSION TRAIL FROM STA. 49+52.48 TO STA. 62+46.21
-- •/v�q�� 5�r(1S - __ - OF CALF --- ---_- _- - BASIS"<BEA�Ne:
3 Codswxa rm�DUgan AAa� DESIGNED BY: DRAWN BY: F - 6-(8 6 CENTERLINE OF MNM.4 ROOD,WHICH BEARS N79'38'15'W AS SHOWN ON TRACT
NO.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51,INCLUSNE OF MAPS
o CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.MESON BRA FAGRELL R.C.. 3920 CITY ENGINEER EXP.06-30-19 OATE: OFFICE OF THE COUNTY R IN THE COUNTY of RMDR90E W.O. FOR: F.B. FILE N0.Ens,��17-00•/53