HomeMy WebLinkAboutTR 31920-15 SIP PLAN NO 16-550-16-555 AS BUILTP
T
VICINITY MAP
NOT TO SCALE
r-i
N
a
tii
z
0
1 DESIGNED BY: KAM 1 DRAWN BY: KAM 1
III .w .. 1
ff
J
r- t
l/
ti
i
i
f !
1
f
1
1 f'
f, /.1` 1
t • •
r
j
x
f
f,,
i - --
i
fi
A.B. AGGREGATE BASE
GENERAL NC E
JUNCTION STRUCTURE A.C. PAVING
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
A.C. ASPHALTIC CONCRETE L
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
n'3
SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE ClIY OF
AVENUE C.P. LOW POINT
LAKE ELS /MORE DOES NOT CONSTTTTITE A REPRESENTATION AS TO THE
PORTLAND CONCRETE CEMENT
BC
ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR
MAX. MAXIMUM
NON - EXISTENCE OF ANY UNDERGROUND UTiU11; PIPE OR STRUCTURES WPTHIN
BCR BEGPN CURB RETURN
THE LIMITS OF THE PROJECT. THE CONTRACIT3R IS REQUIRED TO TAKE ALL
M/NPMUM CATCH BASIN &LOCAL DEPRESSION
DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES
BLit. BOULEVARD MOVC
OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT: ANY UTILITY
CENTERLINE
DAMAGED DURING 7NE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR
BEGIN VERTICAL CURVE M.N. MANHOLE
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY 1HE
CB
CONTRACTOR AT HIS EXPENSE.
NOT TO SCALE
2. ALL WDRK SHALL CONFORM TO CPTY CODES AND STANDARD DRAWINGS, STANDARD
CF CURB FACE
SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STANDARD DRAWING
ON CURB FLOWLINE
OF 1NE COUNTY OF RNERS/QE AND CITY OF LAKE ELSINORE. iT 1S 7NE CONTRACTOR'S
CENTERLINE PTN
RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES.
3. THE CONTRACTOR SHALL ir`OTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS
CONCRETE PCC POINT OF COMPOUND CURVE
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT X951) 674 -3124 EXT. 247
GRADED SCALE
CSP
BETWEEN 7NE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY 1NROUGH FRIDAY.
P.i. POINT OF 1NTERSEC77ON
4. CONTRACTOR SH,4LL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS
C Y. CUBPC YARDS
1RAFFIC MANUAL AND W.A.T.GH. MANUAL AT ALL TIMES QURING CONSTRUCTION AS
POINT DF REVERSE CURVE
APPROVED BY CITY ENGINEER DR HIS REPRESENTATIVE FAJLURE TO DO SO SHALL
DR. DRIVE R C.P.
REQUIRE IMMEDIATE WORK STOPPAGE.
2%,_ SHEET FLOW RATE
5. IT SHALL 8E THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
DOMESTIC WATER P.U.E. PUBLIC UTPLITY EASEMENT
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
DWY
6. PT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD ARRANGE FDR THE
PW PARKWAY
J DLEASTY48 NG N N R
EC END CURVE
COMPA NIES INVO VEDOAT HQRS PR
ORRTOT
BEGINN WORK. THE
ROAD
SWALE HIGH POINT
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U,SA.) AT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND .
END CURB RETURN R.G.
1- 800 - 227 -2600 AT LEAST 48 HDUR5 PRIOR TO BEG /NNPNG WDRK. COMPLETE RESPONSPBILITY FOR JOB SPTE CDNDPTIONS DURING 7NE COURSE OF
u
ELEV. /EL.
CONSTRUCTION, INCLUDING SALTY OF ALL PERSONS AND PROPERTY. THIS
RW RECLAIMED WATER
7. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CLEARING OF THE PROPOSED REQUIREMENT 5F iLL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL
WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDMDER MUST WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
a
INFORM CITY OF LAKE ELS/NORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING THE OWNER AND ENGPNEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
E P. EDGE OF PAVEMENT
OF CONSTRUCTION. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WDRK ON THIS PROJECT
EXCEPTING FDR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 1NE
END VERTICAL CURVE SL
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE N PLACE PRIOR TO PAVING OWNER OR ENGINEER
1NE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE,
FLDWLINE ELEV. SS SANITARY SEWER
ELECTRICITY, GAS, AND DRAINAGE FACILITIES. ALL UNDERGROUNfl UiiLITIES OR STRUCTURES, REPORTED OR FOUND ON
FS
9. ALL STREET SECTIONS ARE TL NTAIPVE. ADDITIONAL SOIL 1ES1S WILL 8E TAKEN AFTER PUBLIC RECORDS, ARE INDICATED WITH 7NE /R APPROXIMATE LOCATION AND
Y ROUGH GRADING TO DETERMINE THE EXACT SEC]ON REQUIRED. SECTION THICKNESS THE OWNER, BY ACCEPTPNG THESE PLANS OR PROCEEDING WJTH THE
GB GRADE BREAK STREET R/W
IMPROVEMENTS HEREON, AGREES TO ASSUME LIABPLITY AND HOLD THE
v
SHOWN ARE FOR BDNDPNG PURPOSES ONLY. ENGINEER HARMLESS FDR ANY DAMAGES RESULTING FROM THE EXISTENCE DF
SW
X10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST 8E POTHOLED AND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED DR /NDICAIED ON
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER DF RECORD SHALL 8E PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR
TC TOP OF CURB
NOTIFIED OF ANY NECESSARY REVISIONS 70 THE APPROVED PLANS. 7 1E REVISIONS SHALL BE
RECORDED LOCA770IV. THE CONTRACTOR PS REQUPRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES #
a.
HP
IN THE FORM DF "AS- BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR SHOWN` AND ANY OTHERS FOUND AT THE SITE. PT SHALL BE THE CONTRACTOR'S
TYPICAL
TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGPNEER. RESPONSIBILITY TO NOTIFY 7NE OWNERS OF ALL UTILITIES OR STRUCTURES
T
INVERT OF PIPE VC
CONCERNED BEFORE STARTING WORK.
Mi 11. ALL EXISTING MONUMENTATTON DISTURBED OR DESTROYED DURING CONSTRUCTION
c
W
SHALL BE REPLACED TO CPT?' STANDARDS AS APPROVED BY THE CITY ENGINEER THE ENG /NEER PREPARING THESE PLANS W/LL NOT 8E RESPONSIBLE FOR, OR
CENTERLINE TIES ARE TO BE FURNISHED TO 1NE CITY ENGINEER UPON COMPLETION OF LIABLE FOR .UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL
EXISTING SPOT ELEVATION
THE PROJECT BEFORE ACCEPTANCE IS GRANTED. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST 8E APPROVED BY
THE PREPARER OF THESE PLANS
v 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE
WITHIN PUBLIC RIGHTS -OF- -WAY. BEFORE ISSUANCE OF SAID PERMIT, THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF .
ri CONTRACTOR /DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERIIFPCATE OF ASBESTOS- CEMENT WATER PIPE OR ANY: PRODUCTS CONTAINING ASBESTOS
w INSUt?ANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT DUE TD TTtE HEALTH HAZARD CONNECTED WfTH SUCH PROJECTS.
OF ANY SUCH PRODUCT lS AT THE DIRECTION OF THE
o MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT SPECIFiCATTON HEREON
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
ALL CONSTRUC770N, CDNNEC7TON AND REMOVAL OF ASBESTOS PRODUCTS
AND SHALL FOLLOW ALL OSHA &EPA GUIDELINES TO MINIMIZE HEALTH
r
HAZARQS.
QUANTITPES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.
CONTTitA'ACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR
TO BPDDPNG FDR CONSTRUCTION.
r-i
N
a
tii
z
0
1 DESIGNED BY: KAM 1 DRAWN BY: KAM 1
III .w .. 1
ff
J
r- t
l/
ti
i
i
f !
1
f
1
1 f'
f, /.1` 1
t • •
r
j
x
f
f,,
i - --
i
fi
A.B. AGGREGATE BASE J.S. JUNCTION STRUCTURE A.C. PAVING
120
A.C. ASPHALTIC CONCRETE L LENGTH
n'3
AVE. AVENUE C.P. LOW POINT PORTLAND CONCRETE CEMENT
BC BEGIN CURVE MAX. MAXIMUM
BCR BEGPN CURB RETURN MIN. M/NPMUM CATCH BASIN &LOCAL DEPRESSION
BLit. BOULEVARD MOVC MIDDLE OF VERTICAL CURVE CENTERLINE
BVC BEGIN VERTICAL CURVE M.N. MANHOLE
CB CATCH BASIN NTS NOT TO SCALE FIRE HYQRANT
CF CURB FACE OC ON CURB FLOWLINE
CENTERLINE PTN PORTION
CONe CONCRETE PCC POINT OF COMPOUND CURVE GRADED SCALE
CSP CORRUGATED STEEL PIPE P.i. POINT OF 1NTERSEC77ON RPGHT-OF- -WAY
C Y. CUBPC YARDS PRC POINT DF REVERSE CURVE
DR. DRIVE R C.P. REINFORCED CONC. PIPE 2%,_ SHEET FLOW RATE
DW DOMESTIC WATER P.U.E. PUBLIC UTPLITY EASEMENT
DWY DRIVEWAY PW PARKWAY STREET LIGHT
EC END CURVE RD. ROAD
SWALE HIGH POINT
ECR END CURB RETURN R.G. ROUGH GRADE u
ELEV. /EL. ELEVATION RW RECLAIMED WATER
a WATER METER
E P. EDGE OF PAVEMENT SD STORM DRAIN
EVC END VERTICAL CURVE SL STREET LPGHT
FL FLDWLINE ELEV. SS SANITARY SEWER
FS FINISH SURFACE ST STREET
GB GRADE BREAK STREET R/W RIGHT -OF WAY
H HEIGHT SW SIDEWALK
H.O.A. HOME OWNER'S ASSOCIATION TC TOP OF CURB
HP HIGH POPNT TYI? TYPICAL
PNV INVERT OF PIPE VC VERTICAL CURVE
W WPDTH
x X23.5 EXISTING SPOT ELEVATION
1 1 1 N l
SHEET STREET PLAN DESCRIPTfON
1 TITLE SHEET
2 STREET SECTIONS, CONSTRUCTION NOTES & QETAILS
3 SWORD FERN STA. 10 +43.99 TO STA. 17 +00.00
4 SWORD FERN STA. 17 +00.00 TO STA. 20+ 13.33
CATALPA STA. f0 +00.00 TO STA. 12 +63.47
5 WILD LILAC STA. 10 +00.00 TO STA. 20 +33.16
6 STORM DRAIN LINE '"A AND LATERALS
GRAPHIC SCALE
ffff'
f 120 0 60 120 240
n'3
1 inch = 120 ft.
a.
LEGEND LEG ENC
3 = STREET IMPROVEMENT SHEI_?S S T R E T S V% E E P I N C S I G N
w
iN x MAP _ =STORM DRAIN IMPROVEMENT SHEETS
SEE ! ETA L Q N SHEET 2
SCALE: 1'" =1 C}'
b av 16
PREPARED UNDER SUPERVISIQN OF: °AS BUILT
O
pR S j N9 ,. c "- i y't • ' ----.+ t -Z7! Rte EXP
ot
j
s `` SCOTT M. WILSON DATE BY:
N Z , RCE N0. 49884 EXP. 9 -30-16
No. 49$$4 .THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE
INSPECTOR
Exp, 08/30/16 APPROPRIATE CONDITIONS DEVELOPMENT AND fOR CITY AND SCALE: AS NOTEDlczvz Q STATE L D A PER I CAN BE ISSUED.
j/ 9 F OF CI + -F -, '1 i
BRAD FAGREIL .C.E. #43920 CITY ENGINEER EXP. 06 -30-17 DATE:
PREPARED BY: W i L S' Gl' N M l KA M l
DATE
CQRPL7RATlQN
9 CORPORATE PARK T: 949- 679 -OQ90
SUITE 1OD F: 949- 679 -9fi
IRwNE, Ca 926Ds
DATE ODE BENCH#C NO. BM E -3-70. ELEV. (279,829. BRASS CSC IN CONCRETE
POST 72' NORTH f?F "T" INTERSECTION OF CORYDON STREET AND MISSKNd TRAIL. 27'
EAST THE CENTERLINE OF MISSION TRAIL.
BASIS OF BEARING:
tM.D CENTE lNE MAIAGA ROAD, 'NIHICH MARS N79'38'fi5"W AS SHOWN ON TRACT
NO. 31920 -1 FILED IN K 394 AT PEES 41 THROUGH 51, INCLUSNE OF MAPS
OWNER
McMILLIN SUMMERLY, LLC
4343 VON KARMAN AVE.
3RD FLOOR
NEI+YPORT BEACH CA 92660 _ _
T: (619) 244 -8481
SOILS ENGINEER
G3SOILWORKS, INC.
EARTH SCIENCES GROUP.
350 FiSCHER AVENUE
COSTA MESA, CA 92626
7i 4)668 -5600
i
M
AS BUILT 9/22/2021
s
0
N
d
d
Lill
0
n
v}
X
Ii
1`6
N
O
cn
Z
Q
0
Street Sweeping gign Per C* oi'
Lake _ Pubfi'c Works
IsT rd
R30 (CA) (MOC)
STREET SWEEP SIGN
TogriTTMETAIIIII99,71,
3
DRAWN BY. KAM
JEXISTINGPAVEMENTvNEWPAVEMENT
CURB AND GUTTER
5' OF VARIABLE "' 1'
DEPTH COLD PLANE MIN.
AND OVERLAY
0.10' MIN
A.
LEAVE EXIST BASE
UPON APPROVAL
OF INSPECTOR)
T1 AC PG r f
SAWCUT AND JOIN DETAIL
R/W
7'
FIRE HYDW LOCATION---
ii
6' -
EVMWD STD. W -7 q; SID (TYl'•)
I.,-
CURB FACE
HYDRANTFIRE
RfW
1'- 7-S7REET LIGHT STANDARD
C1TY, OF' LAKE ELSINORE STD. 501
6'
I SIDEWALK (TYP.)
CURB FACE
6
4'
RfW _
48' (R.0.W.)
RfW
4'
R U.
Ea`
4)
7I-`
PARKING ALLOWED RUE
6' 18' 18' 6'r
SW SW 1 ' i
1
FS. ELEV.
I0.02' TYP. [PER PLAN29IF
9IBM FLAN COON SON NOTES OJANtiRM
CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. 4,360 L.F.
CONSTRUCT 3.5" A. C. PG 64 -10 (GREENBOOK SPEC. 203 -6) OVER 78,400 S F.
4" CRUSHED A.B (GREENBOOK SPEC. 200 -2.2) PER GEOTECHNICAL ENGINEER'S RECOMMENDA77ONS.
Q- CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C 4 EA.
0 - CONSTRUCT SIDEWALK (WIDTH= 6') PER CITY OF LAKE ELSINORE STD. NO 210. 26,000 S.F.
5 CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD. N0. 403, Xs AND Xt PER PLAN. 6 EA.
CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS). 15 EA.
D-INSTALLINSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICA71ONS 7 FA.
AND CITY OF LAKE ELSINORE STD. NO 422A
8 --INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400 11 EA.
CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. ND. 207. WIDTH PER PLAN. q9 )- 62 EA.
i0 CONSTRUCT CROSS - GUTTER PER RIVERSIDE COUNTY STD. NO 209 2,360 S F
11 REMOVE EXIS77NG BARRICADE 2 EA.
12 SAWCUT AND JOIN EXIS77NG PAVEMENT PER DETAIL ON SHEET 2 230 S F
13 NSTALL IRRM77ON SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCA77ON PER N/A
SEPARATE LANDSCAPE AND IRRIGATION PLAN
14 INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2 12 EA.
6' WIDE SIDEWALK
TYPE A-6 CURB Er TYPE ' r CURB
COUNTY PER COUNTY OF w i
N it 1 11
OT6 DETERMINED
BY ENGINEER
CATALPA
WILD LILAC,
T I.=S
DESIGN SPEED =30 MPH
PAVEMENT SECTION 2
NTS
V 0 6 6v ?
111`
q116>
3.5" AC PG 64 -10 (GREENBOOK SPEC 203 -6)
4.0" CRUSHED AGGREGATE BASE (GREENBOOK SPEC 200 -2.2)
GRADE ti MIN. RELAnx COMPACTION TO l -FT MIN. DEPTH)
PREPARED UNDER SUPERVISION OF:
F ESSldy j 7- REVo / `` SCOTT M. WILSON DATE BY
RCE NO. 49884 EXP. 9- 30-16
y
No. 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE
INSPECTOR
EXP, 09/30116` APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND SCALE: AS NOTEDCIVIL
Cal F
S ND PERMIT CAN BE ISSUED.
BRAD FAGRELL R. 43920 CITY ENGINEEER EXP. 06 -30 -17 DATE:
STU41 IVCiTES OUANTM
20 CONSTRUCT 18" RCP (0 -PER PROFILE) & BEDDING PER RCFC &WCD Si NO. M815 80 L.F.
@-NOT USED - L.F.
22 CONSTRUCT 24" RCP (D -PER PROFILE) & BEDDING PER RCFC &WCD STD. NO M815 140 L.F.
23 )- CONSTRUCT CURB INLET CATCH BASIN PER CITY OF LAKE ELSINORE STD. N0. 302 WITH CATCH BASIN MARKER 1 EA.
NO DUMPING, DRAINS TO LAKE" BY DAS MANUFACTURING 3 "x 5 114" DURACAST STORM DRAIN MARKER
24 REMOVE EXISTING CSP RISER AND CUP PIPE AND ANY INTERFERING POR77ON OF RCP & JOIN EXISTING STORM DRAIN
25 -- CONSTRUCT MANHOLE NO 1 PER RCFC &WCD STD. NO MH251
26 CONSTRUCT CONCRETE COLLAR PER RCFC &WCD STD. NO U803
27 CONSTRUCT CURB INLET CATCH BASIN PER RCFC &WCD STD. NO. CB100 WITH CATCH BASIN MARKER
NO DUMPING, DRAINS TO LAKE" BY DAS MANUFACTURING 3 "x 5 114" DURACAST STORM DRAIN MARKER
AS BIi PREPARED BY:
JM
WILSON M / KA M I
EXP DATE
CORPORATION
9 CORPORATE PARK T. 949 - 679 -00930
SUITE 100 F. 949 - 679 -0091
IRVINE, CA 92606
HATE BENCHMARK:
RIVERSIDE BENCHMARK NO. BM E -3-70. Ell 1279.829. BRASS DISC IN CONCRETE
POST 72' NORTH OF "T" INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'
EAST OF THE CENTERLINE OF MISSION TRAIL.
BASIS OF DARING
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N79'38'15'W AS SHOWN ON TRACT
NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS 0411:; ma
2 EA.
2 EA.
I EA.
3 EA.
I
AS BUILT 9/22/2021
m
Q
0
r
rn
2
F
a
LO
A
VA,
Z
F
i I
cl
Qc
a`Oi ario oaiei
caw + Ei` +
NN rjNN tNN «VN
LAT "A -1
0
T +]I
11 N R m 0 E
q PAD = 7267.1
14+00 .00
LOCAL DEPRESSION
i
I DESIGNED BY: KAM I DRAWN BY: KAM I
M. SCOTT
No. 49884
i,
Exp, 09/30/16 /
CIVIL /
W6 6v $lky r 16
iWfl JIL 191 • •
SCOTT T n o\ DATE
RCE NO. 49884 9-30-16
N
PROFILE
HORIZ. 1
is =
40'
VERT. 1 " = 4'
CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200:
CONSTRUCT 3.5" A.C. PG 64 -10 (GRENBOOK SPEC. 203 -6) OVER
4" CRUSHED A.B. (GREENBOOK SPEC. 200 -2.2) PER GEOTECHNICAL ENGINEER'S RE09MMEND471ONS
Q CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE S7D. NO. 311, CASE C
CONSTRUCT SIDEWALK (WID774= 6) PER CITY OF LAKE ELSINORE STD. NO. 210
CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY S70 NO 403, Xs AND X PER PLAN.
CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID. NO. 501 (9500 LUMENS).
D-INSIALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIRC47IONS
AND CITY OF LAKE ELSINORE STD. NO. 4224
88 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400
9 - CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE S7D. NO. 207. WIDTH PER PLAN.
CROSS- GUTTER PER RIVERSIDE COUNTY STD. NO 209
13 NSTALL IRRIGA71ON SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER
SEPARATE LANDSCAPE AND IRRIGATION PLAN
14 INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2
LINE TABLE
LINE LENGTH BEARING
L1 40.89' N48'01'35 "E
L2 40.89' N29'00'05 "W
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
Cl 304.75 486.00 35'55'38" 15257
C2 224.43 468.00 2728'34" 114.42
C3 208.18 504.00 233958" 105.60
C4 41.59 25.00 9518'47" 2243
C5 4618 25.00 105*50,
171 33.08
C6 JZ33 25.00 8533109" 23. i3
C7 37.14 25.00 850721" 22.96
C8 19.28 106.00 10'25'09" 9.67
C9 69.91 52.00 7701'41" 41.38
CIO 30.40 31.00 56"11'23" 1655
C11 19.28 106.00 1925'OT 9.67
C12 2.07 150.00 00°47'31" 1.04
C13 48.05 49.00 56'11'23" 1 26.16
AS BUILT' PREPARED BY:
jM
WILSON M I KA M I
RCE EXP DATE
CORPORATION
REVIEWED BY 9 CORPORATE PARK T. 949 - 679 -0090
SUITE 100 F, 949 - 679 -0091
IRVINE, CA 92606
INSPECTOR DATE BENCHMARK:
RIVERSIDE BENCHMARK 140. BM E -3 -70. ELEV. 1279.629. BRASS DISC IN CONCRETE
SCALE: AS NOTED POST 72' NORTH OF 't" INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING.
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7T38'15*W AS SHOWN ON TRACT
DATE NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
nmvr nc nr rru imv a mm xo um ns rrn uev nc c#cmu c
ti^
GRAPHIC SCALE
20 40 :0
STFEET " ' • y M
SWORD FERN OF
i;# 00
AS BUILT 9/22/2021
I
N E. I
0
CURVE LENGTH RADIUS DELTA TANGENT
uto
129.04
r
49'17'25"
W&MIN 0—
C2 110.67 168.00 3744'35"
5"
C3 115.38 132.00 50'04,56- 61.67
C4 33.89
PAD= 1,
AR
20.12
C5 38.79 25.00 88*53,170 24.52
C6
irk
38-00 2074952" 153.37
C7 84-00 172-9512749'38-1
CL
C8 I 33.26 1 106.0011758,33-1 16.77
0 6'-0" 5'-0" 6'-0" I
6'—O i4er" 6'— n 8
a " a
N
C14 L, V
I-
LI
3 Q L,, 6 6 14
3)
LO
ca o cl
CN
C
c to
cq, LtJ i z.1 :- t.
gi
to
C-i
Q,0 Lo r tj
0 04 04 CN N 04 C4 N alo N N d,
M,
Z
ry
n
LAT "B298-1"
W-11 LAT -B2Si5—
19+47.50
to
mmag
E
zo*
Kc 10 11 12
J/j6bV 9 lif / /6
AlLOMA
PREPARED UNDER SUPERVISION OF:
ell SCOTT `M. WILSON DATE
RCE NO. 49884 EXP. 9-30-16
No. 49884
09/30/16 A
CIVIL
oilDESIGNEDBY. KAM DRAWN BY, KAM
11711 6*141411 A 0 jmMm- 101ill
AS BUILT*
INSPECTOR
E i Mgl
mil-WISM911"'I
E
rr
64 cw
PROFILE
HORIZ. 1
is =
40'
VERT. 1
99 = 49
SM13=7 PLAN OONS7ffJCTM NOTES
CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200.
CONSTRUCT 3.5- A.C. PG 64 -10 (GREEJVBOOK SPEC. 203-6) OVER
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS.
CONSTRUCT GUTTFJ? DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C
4 CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. L
0— CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY SID NO. 403, Xs AND X PER PLAN
6 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID. NO. 501 (9500 LUMENS). l-
0— INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPAR77WENT SPECIFICATIONS
AND C17Y OF LAKE ELSINORE STD NO 4224
8 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID. No 400
CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE 570 NO. 207. WIDTH PER PLAN.
10 CONSTRUCT CROSS — GUTTER PER RIVERSIDE COUNTY SID. NO 209
REMOVE EXIS71NG BARRICADE
12 ---S4I#CUT AND JOIN D(IS77NG PAVEMENT PER DETAIL ON SHEET 2
0— INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
cl 129.04 150-00 49'17'25"
W&MIN 0—
C2 110.67 168.00 3744'35" 57.43
C3 115.38 132.00 50'04,56- 61.67
C4 33.89 25-00
AR
20.12
C5 38.79 25.00 88*53,170 24.52
C6
irk
38-00 2074952"
zo*
Kc 10 11 12
J/j6bV 9 lif / /6
AlLOMA
PREPARED UNDER SUPERVISION OF:
ell SCOTT `M. WILSON DATE
RCE NO. 49884 EXP. 9-30-16
No. 49884
09/30/16 A
CIVIL
oilDESIGNEDBY. KAM DRAWN BY, KAM
11711 6*141411 A 0 jmMm- 101ill
AS BUILT*
INSPECTOR
E i Mgl
mil-WISM911"'I
E
rr
64 cw
PROFILE
HORIZ. 1
is =
40'
VERT. 1
99 = 49
SM13=7 PLAN OONS7ffJCTM NOTES
CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200.
CONSTRUCT 3.5- A.C. PG 64 -10 (GREEJVBOOK SPEC. 203-6) OVER
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS.
CONSTRUCT GUTTFJ? DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C
4 CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. L
0— CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY SID NO. 403, Xs AND X PER PLAN
6 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID. NO. 501 (9500 LUMENS). l-
0— INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPAR77WENT SPECIFICATIONS
AND C17Y OF LAKE ELSINORE STD NO 4224
8 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID. No 400
CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE 570 NO. 207. WIDTH PER PLAN.
10 CONSTRUCT CROSS — GUTTER PER RIVERSIDE COUNTY SID. NO 209
REMOVE EXIS71NG BARRICADE
12 ---S4I#CUT AND JOIN D(IS77NG PAVEMENT PER DETAIL ON SHEET 2
0— INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
cl 129.04 150-00 49'17'25" 68-82
C2 110.67 168.00 3744'35" 57.43
C3 115.38 132.00 50'04,56- 61.67
C4 33.89 25-00 7739,39" 20.12
C5 38.79 25.00 88*53,170 24.52
C6 137.84 38-00 2074952" 153.37
C7 84-00 172-9512749'38-1 42-84
C8 I 33.26 1 106.0011758,33-1 16.77
PREPARED BY:
JM
WILSON MIKAMI
DATE W CORPORATION
9 CORPORATE PARK T- 949-679-0090
SUITE 100 F- 949-679-0091
IRVINE, CA 92606
DATE B04CHMARK:
RIVERME BENCHMARK NO. BM E-3-70. ELEV. 1279.829. BRASS DISC IN CONCRETE
POST 72' NORTH OF Y INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING:
OLD CENTERLINE OF MALAGA ROAD, WHICH BIAS N79'38!15*W AS SHOWN ON TRACT
NO. 31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
LINE TABLE
LINE LENGTH BEARING
L 50.00' N16*4452"W
L2 98.09, W4'3444V
IN FEET
1 inch = 40 ft.
MCT 3920-Z SHEr
STFEET FADROVEMENT PL" 4
SWORD FERN AND CATALPA OF
6FROMSTA. V+00.00 TO STA. 20+1323
rSHaS10+00.00 12+63.47
Ml
AS BUILT 9/22/2021
I
N
0
W
r=
0
a
M
0
cV
C.
2
0
s
o 3
oc
Va
W
O T
n.
W
o
W 6
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
C18 44.93 31.00 O '23" 2745
C19 83.34 486.00 0g'49130" 41.77
020 12,88 106.00 1 06'5743" 6.45 40.89' N66'3422"E
in
I
t
v
t! M
sy in 12 13 14 u 16 n e 19 20 21
F
WILD LILAC
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
C18 44.93 31.00 O '23" 2745
C19 83.34 486.00 0g'49130" 41.77
020 12,88 106.00 1 06'5743" 6.45
DESIGNED BY: KAM
CHECKED BY: SCO
LINE TABLE
LINE LENGTH BEARING
L 1 40.89' N4904'51"W
L2 40.89' N35.2643"E
L3 40.89' NZT39' 18 "E
L4 40.89' N29' 10'09 "W
L5 40.89' N08' 19'51 "W
L6 40.89' N66'3422"E
DRAWN BY. KAM
S6e 1 NT
H
No. 49884
z
Exp. 09T 1 fi f
r. CIVIL /`e
t DWY9
W =16.0'
PAD = 92701.3
1
PAD= 1270.6
i
W
4 h
10
IN
PAD= 1270.3
STA. 15 +69.23
Et PAD = 1270,2
STA. 16 + 64.48
h
9
r
113 Dwy
W=16.0' r
PAD= 1270.1
20.30'
1
II
t DWY9
W =16.0'
PAD = 92701.3
1
PAD= 1270.6
i
W
4 h
10
IN
PAD= 1270.3
STA. 15 +69.23
Et PAD = 1270,2
STA. 16 + 64.48
9 9 9
3
9
M PAD = 1268.8
cB cQ cci PAD= 1268.5
rt 36 co 0 rn
PAD= '1269,2- . .' o PAD= 1269.5 Q o ca
146 d 146
Ha R/W3
h
9
h
0i
PAD= 1270.1
9 9 9
3
9
M PAD = 1268.8
cB cQ cci PAD= 1268.5
rt 36 co 0 rn
PAD= '1269,2- . .' o PAD= 1269.5 Q o ca
146 d 146
Ha R/W3
to I .. l - -i - _ - -- _ - •'
cT, li w ~8
tM
QO QO
9 +cam
3 Qlvz
9 9 9 cn
s
12 11 10 9
PAD= 1269.4 PAD= 1269.O PAD= 1268.6 PAD= 12683
PAD= 1269.7 z,
WILD LILAC
ST14Er R..M CONsm i an b9
10-- CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400
CONSTRUCT 3.5" A.C. PG 64 -10 (GREENBOOK SPEC. 203 -6) OVER 9 -- CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. WIDTH PER PLAN,
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS
CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. 13 NSTALL IRRIGATION SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCA77ON PER
SEPARATE LANDSCAPE AND IRRIGATION PLAN
C 6-- -CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS).
14 INSTALL STREET' SWEEPING SIGN PER DETAIL ON SHEET 2
7 — INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS
AND CITY OF LAKE ELSINORE STD. NO 422A
dab aV '9/'f //6
PREPARED UNDER SUPERVISION OF: "AS BUILT PREPARED BY: WILSON MI KAMI
W CORPORATION
RCE EXP DATE
SCOTT 1 DATE
RCE 1 •:i' EXP. 9-30-16
arminim . i
REVIEWED BY: 9 CORPORATE PARK 1: 949 - 679 -0090
SUITE 100 F. 949- 679 -0091
IRVINE, CA 92606
INSPECTOR DATE BENCHMARK:
RIVERSIDE BENCHMARK NO. BM E -3 -70. ELEV. 1279.829. BRASS DISC IN CONCRETE
SCALE: AS NOTED POST' 72' NORTH OF `T" INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING:
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7W38'15"W AS SHOWN ON TRACT
DATE NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
rtrmr Ar TLw mu TATTY mr`tumm GI TUC MI iuw rw oa&mcinC
y wr it
3 3
g t- cS
h
N
PAD= 126& 0 h
7
PAD= 1267,9
PROFILE
HORIZ. 1 " = 40'
VERT. 1 " = 4'
I
GRAPHIC SCALE
40 0 20 40 :0
IN FUT
i
CITY OF LAKE ELSWORE
SHUT
OF
MOM'STA. 10+00 00 TO STA. 20+3316 6
i
i
II
in
I
t
v
to I .. l - -i - _ - -- _ - •'
cT, li w ~8
tM
QO QO
9 +cam
3 Qlvz
9 9 9 cn
s
12 11 10 9
PAD= 1269.4 PAD= 1269.O PAD= 1268.6 PAD= 12683
PAD= 1269.7 z,
WILD LILAC
ST14Er R..M CONsm i an b9
10-- CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400
CONSTRUCT 3.5" A.C. PG 64 -10 (GREENBOOK SPEC. 203 -6) OVER 9 -- CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. WIDTH PER PLAN,
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS
CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. 13 NSTALL IRRIGATION SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCA77ON PER
SEPARATE LANDSCAPE AND IRRIGATION PLAN
C 6-- -CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS).
14 INSTALL STREET' SWEEPING SIGN PER DETAIL ON SHEET 2
7 — INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS
AND CITY OF LAKE ELSINORE STD. NO 422A
dab aV '9/'f //6
PREPARED UNDER SUPERVISION OF: "AS BUILT PREPARED BY: WILSON MI KAMI
W CORPORATION
RCE EXP DATE
SCOTT 1 DATE
RCE 1 •:i' EXP. 9-30-16
arminim . i
REVIEWED BY: 9 CORPORATE PARK 1: 949 - 679 -0090
SUITE 100 F. 949- 679 -0091
IRVINE, CA 92606
INSPECTOR DATE BENCHMARK:
RIVERSIDE BENCHMARK NO. BM E -3 -70. ELEV. 1279.829. BRASS DISC IN CONCRETE
SCALE: AS NOTED POST' 72' NORTH OF `T" INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING:
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7W38'15"W AS SHOWN ON TRACT
DATE NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
rtrmr Ar TLw mu TATTY mr`tumm GI TUC MI iuw rw oa&mcinC
y wr it
3 3
g t- cS
h
N
PAD= 126& 0 h
7
PAD= 1267,9
PROFILE
HORIZ. 1 " = 40'
VERT. 1 " = 4'
I
GRAPHIC SCALE
40 0 20 40 :0
IN FUT
i
CITY OF LAKE ELSWORE
SHUT
OF
MOM'STA. 10+00 00 TO STA. 20+3316 6
7
PAD= 1267,9
PROFILE
HORIZ. 1 " = 40'
VERT. 1 " = 4'
I
GRAPHIC SCALE
40 0 20 40 :0
IN FUT
i
CITY OF LAKE ELSWORE
SHUT
OF
MOM'STA. 10+00 00 TO STA. 20+3316 6
AS BUILT 9/22/2021
P
T
VICINITY MAP
NOT TO SCALE
r-i
N
a
tii
z
0
1 DESIGNED BY: KAM 1 DRAWN BY: KAM 1
III .w .. 1
ff
J
r- t
l/
ti
i
i
f !
1
f
1
1 f'
f, /.1` 1
t • •
r
j
x
f
f,,
i - --
i
fi
A.B. AGGREGATE BASE
GENERAL NC E
JUNCTION STRUCTURE A.C. PAVING
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
A.C. ASPHALTIC CONCRETE L
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
n'3
SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE ClIY OF
AVENUE C.P. LOW POINT
LAKE ELS /MORE DOES NOT CONSTTTTITE A REPRESENTATION AS TO THE
PORTLAND CONCRETE CEMENT
BC
ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR
MAX. MAXIMUM
NON - EXISTENCE OF ANY UNDERGROUND UTiU11; PIPE OR STRUCTURES WPTHIN
BCR BEGPN CURB RETURN
THE LIMITS OF THE PROJECT. THE CONTRACIT3R IS REQUIRED TO TAKE ALL
M/NPMUM CATCH BASIN &LOCAL DEPRESSION
DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES
BLit. BOULEVARD MOVC
OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT: ANY UTILITY
CENTERLINE
DAMAGED DURING 7NE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR
BEGIN VERTICAL CURVE M.N. MANHOLE
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY 1HE
CB
CONTRACTOR AT HIS EXPENSE.
NOT TO SCALE
2. ALL WDRK SHALL CONFORM TO CPTY CODES AND STANDARD DRAWINGS, STANDARD
CF CURB FACE
SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STANDARD DRAWING
ON CURB FLOWLINE
OF 1NE COUNTY OF RNERS/QE AND CITY OF LAKE ELSINORE. iT 1S 7NE CONTRACTOR'S
CENTERLINE PTN
RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES.
3. THE CONTRACTOR SHALL ir`OTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS
CONCRETE PCC POINT OF COMPOUND CURVE
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT X951) 674 -3124 EXT. 247
GRADED SCALE
CSP
BETWEEN 7NE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY 1NROUGH FRIDAY.
P.i. POINT OF 1NTERSEC77ON
4. CONTRACTOR SH,4LL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS
C Y. CUBPC YARDS
1RAFFIC MANUAL AND W.A.T.GH. MANUAL AT ALL TIMES QURING CONSTRUCTION AS
POINT DF REVERSE CURVE
APPROVED BY CITY ENGINEER DR HIS REPRESENTATIVE FAJLURE TO DO SO SHALL
DR. DRIVE R C.P.
REQUIRE IMMEDIATE WORK STOPPAGE.
2%,_ SHEET FLOW RATE
5. IT SHALL 8E THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
DOMESTIC WATER P.U.E. PUBLIC UTPLITY EASEMENT
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
DWY
6. PT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD ARRANGE FDR THE
PW PARKWAY
J DLEASTY48 NG N N R
EC END CURVE
COMPA NIES INVO VEDOAT HQRS PR
ORRTOT
BEGINN WORK. THE
ROAD
SWALE HIGH POINT
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U,SA.) AT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND .
END CURB RETURN R.G.
1- 800 - 227 -2600 AT LEAST 48 HDUR5 PRIOR TO BEG /NNPNG WDRK. COMPLETE RESPONSPBILITY FOR JOB SPTE CDNDPTIONS DURING 7NE COURSE OF
u
ELEV. /EL.
CONSTRUCTION, INCLUDING SALTY OF ALL PERSONS AND PROPERTY. THIS
RW RECLAIMED WATER
7. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CLEARING OF THE PROPOSED REQUIREMENT 5F iLL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL
WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDMDER MUST WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
a
INFORM CITY OF LAKE ELS/NORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING THE OWNER AND ENGPNEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
E P. EDGE OF PAVEMENT
OF CONSTRUCTION. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WDRK ON THIS PROJECT
EXCEPTING FDR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 1NE
END VERTICAL CURVE SL
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE N PLACE PRIOR TO PAVING OWNER OR ENGINEER
1NE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE,
FLDWLINE ELEV. SS SANITARY SEWER
ELECTRICITY, GAS, AND DRAINAGE FACILITIES. ALL UNDERGROUNfl UiiLITIES OR STRUCTURES, REPORTED OR FOUND ON
FS
9. ALL STREET SECTIONS ARE TL NTAIPVE. ADDITIONAL SOIL 1ES1S WILL 8E TAKEN AFTER PUBLIC RECORDS, ARE INDICATED WITH 7NE /R APPROXIMATE LOCATION AND
Y ROUGH GRADING TO DETERMINE THE EXACT SEC]ON REQUIRED. SECTION THICKNESS THE OWNER, BY ACCEPTPNG THESE PLANS OR PROCEEDING WJTH THE
GB GRADE BREAK STREET R/W
IMPROVEMENTS HEREON, AGREES TO ASSUME LIABPLITY AND HOLD THE
v
SHOWN ARE FOR BDNDPNG PURPOSES ONLY. ENGINEER HARMLESS FDR ANY DAMAGES RESULTING FROM THE EXISTENCE DF
SW
X10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST 8E POTHOLED AND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED DR /NDICAIED ON
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER DF RECORD SHALL 8E PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR
TC TOP OF CURB
NOTIFIED OF ANY NECESSARY REVISIONS 70 THE APPROVED PLANS. 7 1E REVISIONS SHALL BE
RECORDED LOCA770IV. THE CONTRACTOR PS REQUPRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES #
a.
HP
IN THE FORM DF "AS- BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR SHOWN` AND ANY OTHERS FOUND AT THE SITE. PT SHALL BE THE CONTRACTOR'S
TYPICAL
TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGPNEER. RESPONSIBILITY TO NOTIFY 7NE OWNERS OF ALL UTILITIES OR STRUCTURES
T
INVERT OF PIPE VC
CONCERNED BEFORE STARTING WORK.
Mi 11. ALL EXISTING MONUMENTATTON DISTURBED OR DESTROYED DURING CONSTRUCTION
c
W
SHALL BE REPLACED TO CPT?' STANDARDS AS APPROVED BY THE CITY ENGINEER THE ENG /NEER PREPARING THESE PLANS W/LL NOT 8E RESPONSIBLE FOR, OR
CENTERLINE TIES ARE TO BE FURNISHED TO 1NE CITY ENGINEER UPON COMPLETION OF LIABLE FOR .UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL
EXISTING SPOT ELEVATION
THE PROJECT BEFORE ACCEPTANCE IS GRANTED. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST 8E APPROVED BY
THE PREPARER OF THESE PLANS
v 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE
WITHIN PUBLIC RIGHTS -OF- -WAY. BEFORE ISSUANCE OF SAID PERMIT, THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF .
ri CONTRACTOR /DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERIIFPCATE OF ASBESTOS- CEMENT WATER PIPE OR ANY: PRODUCTS CONTAINING ASBESTOS
w INSUt?ANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT DUE TD TTtE HEALTH HAZARD CONNECTED WfTH SUCH PROJECTS.
OF ANY SUCH PRODUCT lS AT THE DIRECTION OF THE
o MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT SPECIFiCATTON HEREON
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
ALL CONSTRUC770N, CDNNEC7TON AND REMOVAL OF ASBESTOS PRODUCTS
AND SHALL FOLLOW ALL OSHA &EPA GUIDELINES TO MINIMIZE HEALTH
r
HAZARQS.
QUANTITPES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.
CONTTitA'ACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR
TO BPDDPNG FDR CONSTRUCTION.
r-i
N
a
tii
z
0
1 DESIGNED BY: KAM 1 DRAWN BY: KAM 1
III .w .. 1
ff
J
r- t
l/
ti
i
i
f !
1
f
1
1 f'
f, /.1` 1
t • •
r
j
x
f
f,,
i - --
i
fi
A.B. AGGREGATE BASE J.S. JUNCTION STRUCTURE A.C. PAVING
120
A.C. ASPHALTIC CONCRETE L LENGTH
n'3
AVE. AVENUE C.P. LOW POINT PORTLAND CONCRETE CEMENT
BC BEGIN CURVE MAX. MAXIMUM
BCR BEGPN CURB RETURN MIN. M/NPMUM CATCH BASIN &LOCAL DEPRESSION
BLit. BOULEVARD MOVC MIDDLE OF VERTICAL CURVE CENTERLINE
BVC BEGIN VERTICAL CURVE M.N. MANHOLE
CB CATCH BASIN NTS NOT TO SCALE FIRE HYQRANT
CF CURB FACE OC ON CURB FLOWLINE
CENTERLINE PTN PORTION
CONe CONCRETE PCC POINT OF COMPOUND CURVE GRADED SCALE
CSP CORRUGATED STEEL PIPE P.i. POINT OF 1NTERSEC77ON RPGHT-OF- -WAY
C Y. CUBPC YARDS PRC POINT DF REVERSE CURVE
DR. DRIVE R C.P. REINFORCED CONC. PIPE 2%,_ SHEET FLOW RATE
DW DOMESTIC WATER P.U.E. PUBLIC UTPLITY EASEMENT
DWY DRIVEWAY PW PARKWAY STREET LIGHT
EC END CURVE RD. ROAD
SWALE HIGH POINT
ECR END CURB RETURN R.G. ROUGH GRADE u
ELEV. /EL. ELEVATION RW RECLAIMED WATER
a WATER METER
E P. EDGE OF PAVEMENT SD STORM DRAIN
EVC END VERTICAL CURVE SL STREET LPGHT
FL FLDWLINE ELEV. SS SANITARY SEWER
FS FINISH SURFACE ST STREET
GB GRADE BREAK STREET R/W RIGHT -OF WAY
H HEIGHT SW SIDEWALK
H.O.A. HOME OWNER'S ASSOCIATION TC TOP OF CURB
HP HIGH POPNT TYI? TYPICAL
PNV INVERT OF PIPE VC VERTICAL CURVE
W WPDTH
x X23.5 EXISTING SPOT ELEVATION
1 1 1 N l
SHEET STREET PLAN DESCRIPTfON
1 TITLE SHEET
2 STREET SECTIONS, CONSTRUCTION NOTES & QETAILS
3 SWORD FERN STA. 10 +43.99 TO STA. 17 +00.00
4 SWORD FERN STA. 17 +00.00 TO STA. 20+ 13.33
CATALPA STA. f0 +00.00 TO STA. 12 +63.47
5 WILD LILAC STA. 10 +00.00 TO STA. 20 +33.16
6 STORM DRAIN LINE '"A AND LATERALS
GRAPHIC SCALE
ffff'
f 120 0 60 120 240
n'3
1 inch = 120 ft.
a.
LEGEND LEG ENC
3 = STREET IMPROVEMENT SHEI_?S S T R E T S V% E E P I N C S I G N
w
iN x MAP _ =STORM DRAIN IMPROVEMENT SHEETS
SEE ! ETA L Q N SHEET 2
SCALE: 1'" =1 C}'
b av 16
PREPARED UNDER SUPERVISIQN OF: °AS BUILT
O
pR S j N9 ,. c "- i y't • ' ----.+ t -Z7! Rte EXP
ot
j
s `` SCOTT M. WILSON DATE BY:
N Z , RCE N0. 49884 EXP. 9 -30-16
No. 49$$4 .THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE
INSPECTOR
Exp, 08/30/16 APPROPRIATE CONDITIONS DEVELOPMENT AND fOR CITY AND SCALE: AS NOTEDlczvz Q STATE L D A PER I CAN BE ISSUED.
j/ 9 F OF CI + -F -, '1 i
BRAD FAGREIL .C.E. #43920 CITY ENGINEER EXP. 06 -30-17 DATE:
PREPARED BY: W i L S' Gl' N M l KA M l
DATE
CQRPL7RATlQN
9 CORPORATE PARK T: 949- 679 -OQ90
SUITE 1OD F: 949- 679 -9fi
IRwNE, Ca 926Ds
DATE ODE BENCH#C NO. BM E -3-70. ELEV. (279,829. BRASS CSC IN CONCRETE
POST 72' NORTH f?F "T" INTERSECTION OF CORYDON STREET AND MISSKNd TRAIL. 27'
EAST THE CENTERLINE OF MISSION TRAIL.
BASIS OF BEARING:
tM.D CENTE lNE MAIAGA ROAD, 'NIHICH MARS N79'38'fi5"W AS SHOWN ON TRACT
NO. 31920 -1 FILED IN K 394 AT PEES 41 THROUGH 51, INCLUSNE OF MAPS
OWNER
McMILLIN SUMMERLY, LLC
4343 VON KARMAN AVE.
3RD FLOOR
NEI+YPORT BEACH CA 92660 _ _
T: (619) 244 -8481
SOILS ENGINEER
G3SOILWORKS, INC.
EARTH SCIENCES GROUP.
350 FiSCHER AVENUE
COSTA MESA, CA 92626
7i 4)668 -5600
i
M
AS BUILT 9/22/2021
s
0
N
d
d
Lill
0
n
v}
X
Ii
1`6
N
O
cn
Z
Q
0
Street Sweeping gign Per C* oi'
Lake _ Pubfi'c Works
IsT rd
R30 (CA) (MOC)
STREET SWEEP SIGN
TogriTTMETAIIIII99,71,
3
DRAWN BY. KAM
JEXISTINGPAVEMENTvNEWPAVEMENT
CURB AND GUTTER
5' OF VARIABLE "' 1'
DEPTH COLD PLANE MIN.
AND OVERLAY
0.10' MIN
A.
LEAVE EXIST BASE
UPON APPROVAL
OF INSPECTOR)
T1 AC PG r f
SAWCUT AND JOIN DETAIL
R/W
7'
FIRE HYDW LOCATION---
ii
6' -
EVMWD STD. W -7 q; SID (TYl'•)
I.,-
CURB FACE
HYDRANTFIRE
RfW
1'- 7-S7REET LIGHT STANDARD
C1TY, OF' LAKE ELSINORE STD. 501
6'
I SIDEWALK (TYP.)
CURB FACE
6
4'
RfW _
48' (R.0.W.)
RfW
4'
R U.
Ea`
4)
7I-`
PARKING ALLOWED RUE
6' 18' 18' 6'r
SW SW 1 ' i
1
FS. ELEV.
I0.02' TYP. [PER PLAN29IF
9IBM FLAN COON SON NOTES OJANtiRM
CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. 4,360 L.F.
CONSTRUCT 3.5" A. C. PG 64 -10 (GREENBOOK SPEC. 203 -6) OVER 78,400 S F.
4" CRUSHED A.B (GREENBOOK SPEC. 200 -2.2) PER GEOTECHNICAL ENGINEER'S RECOMMENDA77ONS.
Q- CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C 4 EA.
0 - CONSTRUCT SIDEWALK (WIDTH= 6') PER CITY OF LAKE ELSINORE STD. NO 210. 26,000 S.F.
5 CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD. N0. 403, Xs AND Xt PER PLAN. 6 EA.
CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS). 15 EA.
D-INSTALLINSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICA71ONS 7 FA.
AND CITY OF LAKE ELSINORE STD. NO 422A
8 --INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400 11 EA.
CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. ND. 207. WIDTH PER PLAN. q9 )- 62 EA.
i0 CONSTRUCT CROSS - GUTTER PER RIVERSIDE COUNTY STD. NO 209 2,360 S F
11 REMOVE EXIS77NG BARRICADE 2 EA.
12 SAWCUT AND JOIN EXIS77NG PAVEMENT PER DETAIL ON SHEET 2 230 S F
13 NSTALL IRRM77ON SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCA77ON PER N/A
SEPARATE LANDSCAPE AND IRRIGATION PLAN
14 INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2 12 EA.
6' WIDE SIDEWALK
TYPE A-6 CURB Er TYPE ' r CURB
COUNTY PER COUNTY OF w i
N it 1 11
OT6 DETERMINED
BY ENGINEER
CATALPA
WILD LILAC,
T I.=S
DESIGN SPEED =30 MPH
PAVEMENT SECTION 2
NTS
V 0 6 6v ?
111`
q116>
3.5" AC PG 64 -10 (GREENBOOK SPEC 203 -6)
4.0" CRUSHED AGGREGATE BASE (GREENBOOK SPEC 200 -2.2)
GRADE ti MIN. RELAnx COMPACTION TO l -FT MIN. DEPTH)
PREPARED UNDER SUPERVISION OF:
F ESSldy j 7- REVo / `` SCOTT M. WILSON DATE BY
RCE NO. 49884 EXP. 9- 30-16
y
No. 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE
INSPECTOR
EXP, 09/30116` APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND SCALE: AS NOTEDCIVIL
Cal F
S ND PERMIT CAN BE ISSUED.
BRAD FAGRELL R. 43920 CITY ENGINEEER EXP. 06 -30 -17 DATE:
STU41 IVCiTES OUANTM
20 CONSTRUCT 18" RCP (0 -PER PROFILE) & BEDDING PER RCFC &WCD Si NO. M815 80 L.F.
@-NOT USED - L.F.
22 CONSTRUCT 24" RCP (D -PER PROFILE) & BEDDING PER RCFC &WCD STD. NO M815 140 L.F.
23 )- CONSTRUCT CURB INLET CATCH BASIN PER CITY OF LAKE ELSINORE STD. N0. 302 WITH CATCH BASIN MARKER 1 EA.
NO DUMPING, DRAINS TO LAKE" BY DAS MANUFACTURING 3 "x 5 114" DURACAST STORM DRAIN MARKER
24 REMOVE EXISTING CSP RISER AND CUP PIPE AND ANY INTERFERING POR77ON OF RCP & JOIN EXISTING STORM DRAIN
25 -- CONSTRUCT MANHOLE NO 1 PER RCFC &WCD STD. NO MH251
26 CONSTRUCT CONCRETE COLLAR PER RCFC &WCD STD. NO U803
27 CONSTRUCT CURB INLET CATCH BASIN PER RCFC &WCD STD. NO. CB100 WITH CATCH BASIN MARKER
NO DUMPING, DRAINS TO LAKE" BY DAS MANUFACTURING 3 "x 5 114" DURACAST STORM DRAIN MARKER
AS BIi PREPARED BY:
JM
WILSON M / KA M I
EXP DATE
CORPORATION
9 CORPORATE PARK T. 949 - 679 -00930
SUITE 100 F. 949 - 679 -0091
IRVINE, CA 92606
HATE BENCHMARK:
RIVERSIDE BENCHMARK NO. BM E -3-70. Ell 1279.829. BRASS DISC IN CONCRETE
POST 72' NORTH OF "T" INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'
EAST OF THE CENTERLINE OF MISSION TRAIL.
BASIS OF DARING
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N79'38'15'W AS SHOWN ON TRACT
NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS 0411:; ma
2 EA.
2 EA.
I EA.
3 EA.
I
AS BUILT 9/22/2021
m
Q
0
r
rn
2
F
a
LO
A
VA,
Z
F
i I
cl
Qc
a`Oi ario oaiei
caw + Ei` +
NN rjNN tNN «VN
LAT "A -1
0
T +]I
11 N R m 0 E
q PAD = 7267.1
14+00 .00
LOCAL DEPRESSION
i
I DESIGNED BY: KAM I DRAWN BY: KAM I
M. SCOTT
No. 49884
i,
Exp, 09/30/16 /
CIVIL /
W6 6v $lky r 16
iWfl JIL 191 • •
SCOTT T n o\ DATE
RCE NO. 49884 9-30-16
N
PROFILE
HORIZ. 1
is =
40'
VERT. 1 " = 4'
CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200:
CONSTRUCT 3.5" A.C. PG 64 -10 (GRENBOOK SPEC. 203 -6) OVER
4" CRUSHED A.B. (GREENBOOK SPEC. 200 -2.2) PER GEOTECHNICAL ENGINEER'S RE09MMEND471ONS
Q CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE S7D. NO. 311, CASE C
CONSTRUCT SIDEWALK (WID774= 6) PER CITY OF LAKE ELSINORE STD. NO. 210
CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY S70 NO 403, Xs AND X PER PLAN.
CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID. NO. 501 (9500 LUMENS).
D-INSIALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIRC47IONS
AND CITY OF LAKE ELSINORE STD. NO. 4224
88 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400
9 - CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE S7D. NO. 207. WIDTH PER PLAN.
CROSS- GUTTER PER RIVERSIDE COUNTY STD. NO 209
13 NSTALL IRRIGA71ON SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER
SEPARATE LANDSCAPE AND IRRIGATION PLAN
14 INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2
LINE TABLE
LINE LENGTH BEARING
L1 40.89' N48'01'35 "E
L2 40.89' N29'00'05 "W
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
Cl 304.75 486.00 35'55'38" 15257
C2 224.43 468.00 2728'34" 114.42
C3 208.18 504.00 233958" 105.60
C4 41.59 25.00 9518'47" 2243
C5 4618 25.00 105*50,
171 33.08
C6 JZ33 25.00 8533109" 23. i3
C7 37.14 25.00 850721" 22.96
C8 19.28 106.00 10'25'09" 9.67
C9 69.91 52.00 7701'41" 41.38
CIO 30.40 31.00 56"11'23" 1655
C11 19.28 106.00 1925'OT 9.67
C12 2.07 150.00 00°47'31" 1.04
C13 48.05 49.00 56'11'23" 1 26.16
AS BUILT' PREPARED BY:
jM
WILSON M I KA M I
RCE EXP DATE
CORPORATION
REVIEWED BY 9 CORPORATE PARK T. 949 - 679 -0090
SUITE 100 F, 949 - 679 -0091
IRVINE, CA 92606
INSPECTOR DATE BENCHMARK:
RIVERSIDE BENCHMARK 140. BM E -3 -70. ELEV. 1279.629. BRASS DISC IN CONCRETE
SCALE: AS NOTED POST 72' NORTH OF 't" INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING.
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7T38'15*W AS SHOWN ON TRACT
DATE NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
nmvr nc nr rru imv a mm xo um ns rrn uev nc c#cmu c
ti^
GRAPHIC SCALE
20 40 :0
STFEET " ' • y M
SWORD FERN OF
i;# 00
AS BUILT 9/22/2021
I
N E. I
0
CURVE LENGTH RADIUS DELTA TANGENT
uto
129.04
r
49'17'25"
W&MIN 0—
C2 110.67 168.00 3744'35"
5"
C3 115.38 132.00 50'04,56- 61.67
C4 33.89
PAD= 1,
AR
20.12
C5 38.79 25.00 88*53,170 24.52
C6
irk
38-00 2074952" 153.37
C7 84-00 172-9512749'38-1
CL
C8 I 33.26 1 106.0011758,33-1 16.77
0 6'-0" 5'-0" 6'-0" I
6'—O i4er" 6'— n 8
a " a
N
C14 L, V
I-
LI
3 Q L,, 6 6 14
3)
LO
ca o cl
CN
C
c to
cq, LtJ i z.1 :- t.
gi
to
C-i
Q,0 Lo r tj
0 04 04 CN N 04 C4 N alo N N d,
M,
Z
ry
n
LAT "B298-1"
W-11 LAT -B2Si5—
19+47.50
to
mmag
E
zo*
Kc 10 11 12
J/j6bV 9 lif / /6
AlLOMA
PREPARED UNDER SUPERVISION OF:
ell SCOTT `M. WILSON DATE
RCE NO. 49884 EXP. 9-30-16
No. 49884
09/30/16 A
CIVIL
oilDESIGNEDBY. KAM DRAWN BY, KAM
11711 6*141411 A 0 jmMm- 101ill
AS BUILT*
INSPECTOR
E i Mgl
mil-WISM911"'I
E
rr
64 cw
PROFILE
HORIZ. 1
is =
40'
VERT. 1
99 = 49
SM13=7 PLAN OONS7ffJCTM NOTES
CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200.
CONSTRUCT 3.5- A.C. PG 64 -10 (GREEJVBOOK SPEC. 203-6) OVER
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS.
CONSTRUCT GUTTFJ? DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C
4 CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. L
0— CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY SID NO. 403, Xs AND X PER PLAN
6 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID. NO. 501 (9500 LUMENS). l-
0— INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPAR77WENT SPECIFICATIONS
AND C17Y OF LAKE ELSINORE STD NO 4224
8 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID. No 400
CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE 570 NO. 207. WIDTH PER PLAN.
10 CONSTRUCT CROSS — GUTTER PER RIVERSIDE COUNTY SID. NO 209
REMOVE EXIS71NG BARRICADE
12 ---S4I#CUT AND JOIN D(IS77NG PAVEMENT PER DETAIL ON SHEET 2
0— INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
cl 129.04 150-00 49'17'25"
W&MIN 0—
C2 110.67 168.00 3744'35" 57.43
C3 115.38 132.00 50'04,56- 61.67
C4 33.89 25-00
AR
20.12
C5 38.79 25.00 88*53,170 24.52
C6
irk
38-00 2074952"
zo*
Kc 10 11 12
J/j6bV 9 lif / /6
AlLOMA
PREPARED UNDER SUPERVISION OF:
ell SCOTT `M. WILSON DATE
RCE NO. 49884 EXP. 9-30-16
No. 49884
09/30/16 A
CIVIL
oilDESIGNEDBY. KAM DRAWN BY, KAM
11711 6*141411 A 0 jmMm- 101ill
AS BUILT*
INSPECTOR
E i Mgl
mil-WISM911"'I
E
rr
64 cw
PROFILE
HORIZ. 1
is =
40'
VERT. 1
99 = 49
SM13=7 PLAN OONS7ffJCTM NOTES
CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200.
CONSTRUCT 3.5- A.C. PG 64 -10 (GREEJVBOOK SPEC. 203-6) OVER
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS.
CONSTRUCT GUTTFJ? DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C
4 CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. L
0— CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY SID NO. 403, Xs AND X PER PLAN
6 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID. NO. 501 (9500 LUMENS). l-
0— INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPAR77WENT SPECIFICATIONS
AND C17Y OF LAKE ELSINORE STD NO 4224
8 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID. No 400
CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE 570 NO. 207. WIDTH PER PLAN.
10 CONSTRUCT CROSS — GUTTER PER RIVERSIDE COUNTY SID. NO 209
REMOVE EXIS71NG BARRICADE
12 ---S4I#CUT AND JOIN D(IS77NG PAVEMENT PER DETAIL ON SHEET 2
0— INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
cl 129.04 150-00 49'17'25" 68-82
C2 110.67 168.00 3744'35" 57.43
C3 115.38 132.00 50'04,56- 61.67
C4 33.89 25-00 7739,39" 20.12
C5 38.79 25.00 88*53,170 24.52
C6 137.84 38-00 2074952" 153.37
C7 84-00 172-9512749'38-1 42-84
C8 I 33.26 1 106.0011758,33-1 16.77
PREPARED BY:
JM
WILSON MIKAMI
DATE W CORPORATION
9 CORPORATE PARK T- 949-679-0090
SUITE 100 F- 949-679-0091
IRVINE, CA 92606
DATE B04CHMARK:
RIVERME BENCHMARK NO. BM E-3-70. ELEV. 1279.829. BRASS DISC IN CONCRETE
POST 72' NORTH OF Y INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING:
OLD CENTERLINE OF MALAGA ROAD, WHICH BIAS N79'38!15*W AS SHOWN ON TRACT
NO. 31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
LINE TABLE
LINE LENGTH BEARING
L 50.00' N16*4452"W
L2 98.09, W4'3444V
IN FEET
1 inch = 40 ft.
MCT 3920-Z SHEr
STFEET FADROVEMENT PL" 4
SWORD FERN AND CATALPA OF
6FROMSTA. V+00.00 TO STA. 20+1323
rSHaS10+00.00 12+63.47
Ml
AS BUILT 9/22/2021
I
N
0
W
r=
0
a
M
0
cV
C.
2
0
s
o 3
oc
Va
W
O T
n.
W
o
W 6
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
C18 44.93 31.00 O '23" 2745
C19 83.34 486.00 0g'49130" 41.77
020 12,88 106.00 1 06'5743" 6.45 40.89' N66'3422"E
in
I
t
v
t! M
sy in 12 13 14 u 16 n e 19 20 21
F
WILD LILAC
CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT
C18 44.93 31.00 O '23" 2745
C19 83.34 486.00 0g'49130" 41.77
020 12,88 106.00 1 06'5743" 6.45
DESIGNED BY: KAM
CHECKED BY: SCO
LINE TABLE
LINE LENGTH BEARING
L 1 40.89' N4904'51"W
L2 40.89' N35.2643"E
L3 40.89' NZT39' 18 "E
L4 40.89' N29' 10'09 "W
L5 40.89' N08' 19'51 "W
L6 40.89' N66'3422"E
DRAWN BY. KAM
S6e 1 NT
H
No. 49884
z
Exp. 09T 1 fi f
r. CIVIL /`e
t DWY9
W =16.0'
PAD = 92701.3
1
PAD= 1270.6
i
W
4 h
10
IN
PAD= 1270.3
STA. 15 +69.23
Et PAD = 1270,2
STA. 16 + 64.48
h
9
r
113 Dwy
W=16.0' r
PAD= 1270.1
20.30'
1
II
t DWY9
W =16.0'
PAD = 92701.3
1
PAD= 1270.6
i
W
4 h
10
IN
PAD= 1270.3
STA. 15 +69.23
Et PAD = 1270,2
STA. 16 + 64.48
9 9 9
3
9
M PAD = 1268.8
cB cQ cci PAD= 1268.5
rt 36 co 0 rn
PAD= '1269,2- . .' o PAD= 1269.5 Q o ca
146 d 146
Ha R/W3
h
9
h
0i
PAD= 1270.1
9 9 9
3
9
M PAD = 1268.8
cB cQ cci PAD= 1268.5
rt 36 co 0 rn
PAD= '1269,2- . .' o PAD= 1269.5 Q o ca
146 d 146
Ha R/W3
to I .. l - -i - _ - -- _ - •'
cT, li w ~8
tM
QO QO
9 +cam
3 Qlvz
9 9 9 cn
s
12 11 10 9
PAD= 1269.4 PAD= 1269.O PAD= 1268.6 PAD= 12683
PAD= 1269.7 z,
WILD LILAC
ST14Er R..M CONsm i an b9
10-- CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400
CONSTRUCT 3.5" A.C. PG 64 -10 (GREENBOOK SPEC. 203 -6) OVER 9 -- CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. WIDTH PER PLAN,
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS
CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. 13 NSTALL IRRIGATION SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCA77ON PER
SEPARATE LANDSCAPE AND IRRIGATION PLAN
C 6-- -CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS).
14 INSTALL STREET' SWEEPING SIGN PER DETAIL ON SHEET 2
7 — INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS
AND CITY OF LAKE ELSINORE STD. NO 422A
dab aV '9/'f //6
PREPARED UNDER SUPERVISION OF: "AS BUILT PREPARED BY: WILSON MI KAMI
W CORPORATION
RCE EXP DATE
SCOTT 1 DATE
RCE 1 •:i' EXP. 9-30-16
arminim . i
REVIEWED BY: 9 CORPORATE PARK 1: 949 - 679 -0090
SUITE 100 F. 949- 679 -0091
IRVINE, CA 92606
INSPECTOR DATE BENCHMARK:
RIVERSIDE BENCHMARK NO. BM E -3 -70. ELEV. 1279.829. BRASS DISC IN CONCRETE
SCALE: AS NOTED POST' 72' NORTH OF `T" INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING:
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7W38'15"W AS SHOWN ON TRACT
DATE NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
rtrmr Ar TLw mu TATTY mr`tumm GI TUC MI iuw rw oa&mcinC
y wr it
3 3
g t- cS
h
N
PAD= 126& 0 h
7
PAD= 1267,9
PROFILE
HORIZ. 1 " = 40'
VERT. 1 " = 4'
I
GRAPHIC SCALE
40 0 20 40 :0
IN FUT
i
CITY OF LAKE ELSWORE
SHUT
OF
MOM'STA. 10+00 00 TO STA. 20+3316 6
i
i
II
in
I
t
v
to I .. l - -i - _ - -- _ - •'
cT, li w ~8
tM
QO QO
9 +cam
3 Qlvz
9 9 9 cn
s
12 11 10 9
PAD= 1269.4 PAD= 1269.O PAD= 1268.6 PAD= 12683
PAD= 1269.7 z,
WILD LILAC
ST14Er R..M CONsm i an b9
10-- CONSTRUCT TYPE A -6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400
CONSTRUCT 3.5" A.C. PG 64 -10 (GREENBOOK SPEC. 203 -6) OVER 9 -- CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. WIDTH PER PLAN,
4" CRUSHED A.B. (GREENBOOK SPEC. 200-2.2) PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS
CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. 13 NSTALL IRRIGATION SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCA77ON PER
SEPARATE LANDSCAPE AND IRRIGATION PLAN
C 6-- -CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD. NO. 501 (9500 LUMENS).
14 INSTALL STREET' SWEEPING SIGN PER DETAIL ON SHEET 2
7 — INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS
AND CITY OF LAKE ELSINORE STD. NO 422A
dab aV '9/'f //6
PREPARED UNDER SUPERVISION OF: "AS BUILT PREPARED BY: WILSON MI KAMI
W CORPORATION
RCE EXP DATE
SCOTT 1 DATE
RCE 1 •:i' EXP. 9-30-16
arminim . i
REVIEWED BY: 9 CORPORATE PARK 1: 949 - 679 -0090
SUITE 100 F. 949- 679 -0091
IRVINE, CA 92606
INSPECTOR DATE BENCHMARK:
RIVERSIDE BENCHMARK NO. BM E -3 -70. ELEV. 1279.829. BRASS DISC IN CONCRETE
SCALE: AS NOTED POST' 72' NORTH OF `T" INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
EAST OF THE CENTERLINE OF MISSION TRAIL
BASIS OF BEARING:
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7W38'15"W AS SHOWN ON TRACT
DATE NO. 31920 -1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
rtrmr Ar TLw mu TATTY mr`tumm GI TUC MI iuw rw oa&mcinC
y wr it
3 3
g t- cS
h
N
PAD= 126& 0 h
7
PAD= 1267,9
PROFILE
HORIZ. 1 " = 40'
VERT. 1 " = 4'
I
GRAPHIC SCALE
40 0 20 40 :0
IN FUT
i
CITY OF LAKE ELSWORE
SHUT
OF
MOM'STA. 10+00 00 TO STA. 20+3316 6
7
PAD= 1267,9
PROFILE
HORIZ. 1 " = 40'
VERT. 1 " = 4'
I
GRAPHIC SCALE
40 0 20 40 :0
IN FUT
i
CITY OF LAKE ELSWORE
SHUT
OF
MOM'STA. 10+00 00 TO STA. 20+3316 6
AS BUILT 9/22/2021
104
L.
TV
u 1" 12
SWORD FERN
L
DUL01V bi
LINE "A"
R 11 10 11
URM QPAN 99HURIMM
CONSTRUCT 18- RCP (D-PER PROFILE) & BEDDING PER RCFC&I#CD STD. NO. M815
CONSTRUCT 24- RCP (D-PER PROFILE) & BEDDING PER RCFC&WCD SID. NO. M815
CONSTRUCT CURB INLET CATCH BASIN PER CITY OF LAKE ELSINORE SID NO 302 WITH CATCH BASIN MARKER
NO DUMPING, DRAINS TO LAKE" BY DAS MANUFACTURING rx 5 114" DURACAST STORM DRAIN MARKER
24 REMOVE EXISTING CSP RISER AND CMP PIPE AND ANY INTERFERING PORTION OF RCP & JOIN EXIS77NG STORM DRAIN
CONSTRUCT MANHOLE NO I PER RCFC&WCD SID NO. MH251
CONSTRUCT CONCRETE COLLAR PER RCFC&WCD SID NO M803
CONSTRUCT CURB INLET CATCH BASIN PER RCFC&WCD SID. NO. CBIOO WITH CATCH BASIN MARKER
NO DUMPING, DR41NS TO LAKE" BY DAS MANUFACTURING 3"x 5 114' DUR4C4ST STORM DRAIN MARKER
CURVE TABLE
CURVE LENGTH RADIUS I DELTA TANGENT
Cl 66.86 45-00 185-0720n 41.32
C2 19-00 1 484.00 102*15'00*
Vi6 6v ?/q/ 16
P 011
It -
REVISIONS: PREPA D UNDER SUPERVISION OF: *AS BUILT'
4ROFESSIO,ygl EXP0. — itly
SCOTT M. WILSON DATE REVIEWED BY,
RCE NO. 49884 EXP. 9-30-16
No. 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE
INSPECTOR
Exp. 09/30/16 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND
c vi SCALE: AS NOTED
MARK DESCRIPnON BY 1APER., QM STATE LAWS- AND A PERMIT BE ISSUED.
DESIGNED BY- KAM DRAWN BY. KAM CN0 n !tM S-57-/6
CHECKED BY: SCOTT M. WILSON PROJECT MANAGER: SCOTT M. WILSON BRAD FAGRELL 'R.CX #43920 CITY ENGINEER EXP. 06-30-17 DATE:
zv-
1
PROFILE
HORIZ. 1
99
PROFILE
40,'
VERT. 1
9s = 49
GRAPHIC SCAU
At 0 20 40 80
IN FEET
1 inch = 40 ft.
RIVERSIDE BENCHMARK NO. BM E-3-70. SM. 1279.829. BRASS DISC IN CONCRETE
POST 72' NORTH OF T NMEC71ON OF CORYDON MEET AND MISSION TRAIL 27'
EAST OF THE CENTERUNE OF MISSION TRAIL FROM STA. 10+00.00
BASIS OF BEARING.
OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N7738`15V AS SHOWN ON TRACT
NO. 31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS
ft— .. -- -- — ---, W.O. FOR m
SHEM
Mcmllr=
AS BUILT 9/22/2021