243680
Recorded at request of, and return to:
Riverside County Flood Control
and Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Salt Creek - Clover Creek Lane The undersigned grantor(s) declare(s) Storm Drain, Stage 3 DDT: - 0 - THE CONVEYANCE IS TO A GOVERNMENTAL Project No. 4-0-00142 ENTITY OR POLITICAL SUBDIVISION R&T 11922 Tract 28920-1 Lot 99
APN 341-240-021 Portion
QUITCLAIM DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body corporate and politic, all right, title and interest in and to the drainage easement for flood control purposes for the construction and maintenance of drainage facilities situated in the city of Menifee, County of Riverside, State of California, described as follows:
See legal description attached hereto as Exhibits "A" and "B" and made part hereof, to be referenced hereafter as RCFC Parcel 4142-500.
CITY OF MENIFEE:
Date By:_
BILL ZIMMERMAN, Mayor
ATTESTS:
SARAH MANWARING,
Clerk to the City of Menifee
By:
City Clerk (SEAL)
RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT
EXHIBIT "A"
LEGAL DESCRIPTION
SALT CREEK - CLOVER CREEK LANE - STAGE 3
Parcel No. 4142-500
APN: 341-240-021
In the City of Menifee, County of Riverside, State of California, being that certain Drainage filed in Book 353
Basement ror 0 Contil roses ying i or said 99 Tract No. 289201, Containing 3,180 square feet / 0.073 acres more or less.
See Exhibit "B" attached hereto and made a part hereof.
HARES MONE
NO. 7752
EXP. 12/31/23 Land Surveyor No. 7752
*
STATE OF CALF ORNA Date: 5-3-22
EXHIBIT "B"
60.00 294.06' 60.00 N274240°W
LOT N62'47'20*E WAY
N62'47'20"E 449.06' 101 120.00%
SPRINGBROOK · 40.00° N2712'40"W
1 L1 36.00°
N2712'40"W 120.00°
60.00 99 TR. NO. 28920-1 60.00
N2712'40"W N2712'40"W 120.00 MB 353/8-13
60.00 VARIES
98 120.00'
N2712'40" 84.00°
50.00 PARCEL 25.00' OPEN SPACE
97 4142-500
120.00' 1,13
60.00'
1137.65
N62'47'20"E N63'22'43"E 1198.63'
N
VARIES
LINE TABLE
LINE # DIRECTION LENGTH
N62'47'20"E 35.00°
L2 N11'41'3"W 37.36° GRAPHIC SCALE
ó' 40' 80'
L3 N62°47'20"E 25.00'
1 INCH = 40 FEET
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 1995 MARKET STREET, RIVERSIDE, CA. 92501
PROJECT NAME: SALT CREEK - CLOVER CREEK LANE - STAGE 3 SCALE 1"= 40' DRAWN BY JRR RCFC-WCD PARCEL NUMBER(S): 4142-500 DATE 04/25/22 CHECK BY SB RCFC-WCD PROJECT NUMBER: SHEET NO.
4-0-00142 1 OF 1
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by Quitclaim Deed, dated - 2022, from CITY OF MENIFEE ("Grantor") to RIVERSIDE
COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ("Grantee") a body politic, is hereby accepted by the undersigned officer on behalf of the Board of Supervisors of the Kiverside County Flood Control and Water Conservation District pursuant to authority conferred by Resolution No. 474 of the Board of Supervisors adopted on May 12, 1961, and the Grantee consents to the recordation thereof by its duly authorized officer.
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
Date: By: _
JASON E. UHLEY
General Manager-Chief Engineer
Project: Salt Creek - Clover Creek Lane Storm Drain, Stage 3 Project No. 4-0-00142
APN 341-240-021 Portion
RCFC Parcel No. 4142-500
AU:blm
243688
Recorded at request of, and return to:
Riverside County Flood Control
and Water Conservation District
1995 Market Street
Riverside, California 92501
NO FEE (GOV. CODE 6103)
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Salt Creek - Clover Creek Lane The undersigned grantor(s) declare(s) Storm Drain, Stage 3 DDT: - 0 - THE CONVEYANCE IS TO A GOVERNMENTAL Project No. 4-0-00142 ENTITY OR POLITICAL SUBDIVISION R&T 11922 Tract 28920-1 Lot 140
APN 341-240-024 Portion
QUITCLAIM DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF MENIFEE, does hereby remise, release, and forever quitclaim to RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body corporate and politic, all right, title and interest in and to the drainage easement for flood control purposes for the construction and maintenance of drainage facilities situated in the city of Menifee, County of Riverside, State of California, described as follows:
See legal description attached hereto as Exhibits "A" and "B" and made part hereof, to be referenced hereafter as RCFC Parcel 4142-501.
CITY OF MENIFEE:
Date By:_
BILL ZIMMERMAN, Mayor
ATTESTS:
SARAH MANWARING,
Clerk to the City of Menifee
By: _
City Clerk (SEAL)
RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT
EXHIBIT "A"
LEGAL DESCRIPTION
SALT CREEK - CLOVER CREEK LANE - STAGE 3
Parcel No. 4142-501
APN: 341-240-024
In the City of Menifee, County of Riverside, State of California, being that certain Drainage Easement for Flood Control Purposes, lying within Lot 140, Tract No. 28920-1, filed in Book 353, Pages 8 through 13, inclusive, of Maps, records of said County.
Containing 645 square feet / 0.015 acres more or less.
See Exhibit "B" attached hereto and made a part hereof.
JAMES R. MCNEILL
NO. 7752
EXP. 12/31/23 Land Surveyor No. 7752
* *
STATE OF CALIFORNI Date: 5-3z2
EXHIBIT "B"
LOT "C" 294.06 60.00
N62'47'20"E WAY
N62'47'20"E 449.06' 101
SPRINGBROOK 15.00 N2712'40"W
100 120.00'
60.00 N2712'40"W
TR. NO. 28920-1
99 N2712'40°W
60.00 VARIES
98 N272'40" 120.00
50.00* OPEN SPACE
97 120.00°
- 11
60.00 / 1137.65
PARCEL
N62:47'20"E 1198.63 4142-501
N63'22'43"E N
VARIES
LINE TABLE
LINE # DIRECTION LENGTH
N62°47'20"W 25.00'
L2 N2792'40"E 25.94'
N63'22'43"E 25.00' GRAPHIC SCALE
L4 N2772'40"E 25.68' 40° 80'
1 INCH = 40 FEET
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 1995 MARKET STREET, RIVERSIDE, CA. 92501
PROJECT NAME: SALT CREEK - CLOVER CREEK LANE - STAGE 3 [SCALE 1"= 40 DRAWN BY JRR ROFC-WCD PARCEL NUMBER(S): 4142-501 DATE 04/25/22 CHECK BY SB RCFC-MCD PROJECT NUMBER: SHEET NO.
4-0-00142 1 OF 1
CERTIFICATE OF ACCEPTANCE
This is to certiy that the inz, tom caly Op Meed Granite Died COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ("Grantee") a body politic, is hereby accepted by the undersigned officer on behalf of the Board of Supervisors of the Kiverside County Flood Control and Water Conservation District pursuant to authority conferred by Resolution No. 474 of the Board of Supervisors adopted on May 12, 1961, and the Grantee consents to the recordation thereof by its duly authorized officer.
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
Date: By:
JASON E. UHLEY
General Manager-Chief Engineer
Project: Salt Creek - Clover Creek Lane Storm Drain, Stage 3 Project No. 4-0-00142
APN 341-240-024 Portion
RCFC Parcel No. 4142-501
AU:blm
2004-0214470
Original
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 1 OF 6 SHEETS TRACT NO. 28920-1 RECORDER'S STATEMENT
BED 22-55 AS SHON BY MARION PLEASE A PAGES 71THRU 74 OF
PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, THAT BEING A PORTION OF SECTION 32 AND PORTIONS OF SECTIONS 30 AND 31. ALL IN TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN.
CSL ENGINEERING, INC. DAVID E. CORYELL R.C.E. 31574
SUBOMSION GUARANTEE:
JANUARY 2002 CHICAGO TITLE COMPANY
TAX COLLECTOR'S CERTIFICATE ENGINEER'S STATEMENT
OWNER'S STATEMENT
DATED: Vebamasy 2. 2004 DATED: 12 - 12
-. 2003
- Besire Quad n Wad a tall
TAX BOND CERTIFICATE RESTLACO CO. CHOREAN 2/8701
(xp:373704
OME MORE UNG LAGET COMPANY.
BOARD OF SUPERVISOR'S STATEMENT
DEPUTY
DEPUTY
BENEFICARY March 28. 2004
DATED: -
NOTARY ACKNOWLEDGMENT
MINE PERSONS DEPUTY
ICTED. EXECUTEO THE
NOTARY ACKNOWLEDGMENT MY COMMISSION EXPIRES June 2H,2007
WITNESS MY HAND
HERE STO NO TAE SAT OF ERUSA
NOTARY ACKNOWLEDGMENT COUNTY SURVEYOR'S STATEMENT
STATE OF CALFORNIA } s.s.
NS-Y20
NY CONMISSION EXPRES May 9,2001
WITNESS MY HAND
Moris & Garcia DATED: March 19 2004
ACTED, BEES
VITNESS MY HAND MY COMMISSION EXPIRES
Lours Bewas. SEC 3091232 T3SR3W
NOTARY PUBLIC IN AND FOR SAID STATE SCHEDULE "A*
2004-0211470 353
Original
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 2 OF G SHEETS TRACT NO. 28920-1
CURVE DATA
TRACT No. 28920-1 0,30,000
200.001
CANYON RANGE 3 WEST, SAN BERNARDINO
LAKE CSL ENGINEERING, INC. N82835 320120(70-0 3289-465 PeR 5 14/54 38) DAVID E. CORYELL R.C.E. 31574 203/.99
ESTAR CENTER SECT BY MERSECTION
MENIFEE
LAKE aLts [[чс
[LSINORE 021]
VICINITY MAP MELE, SECTON 30
•2z2 N8T3445w 5251.89
NOT TO SCALE (001/2z
TOWNSHIP 5 TANGENT DATA 3% 3780 3
SECTIONS TH, RANGE 3 WEST
BEARING DISTA BEARNGI SICION 29
MASOON 108.001 * 0723251 1808292
BASIS OF BEARINGS 1 252941C 143,9537 150.00 89 1292
NST00 00* 172.50 N 85.1940W(8)
× 860000 E
22.19 20c 65073001
ENGINEER'S NOTES 1205.007 1° BARRER SERP
H210230 2N 252521w((8)
NOR40485 102.91 (252,10*
85.82 15123) 18500)
INDICATES SET 1* ID. IRON HIPE TACCED R.C.E. 31574, FLUSH. N 454895E 183,99 1 155099 C 46x0 31594, FLUSH PER TRiCT 28921 a 909/67-F0. N 203105°C H 001203E 60.00 1 094636 C 60.75 IS LINE OF SECTION SI
20.00 4. ( ) NDICATES RECORD DATA PER P.M.Đ. 155/71-74. (UNLESS OTHERWISE NOTED) M17A92 N185767V 60 677 IRACI 28886-1
5. < > NOICATES RECORD DATA PER R.5. 27/26-27
м.В. 322/22-25
6. [ ] INDICATES RECORD INFORMATION PER PER TRACT 28885-1, ME. 322/22-25
7. << > INDICATES RECORD DATA PER M.B. 28/89-95.
8. «» ITH DIANES AUSTED FOR GROUND COST RAMP. HAD, SS-SM. SW [STABUSHED BY INTURSECTICH
3. I| I) INDICATES RECORD PER PUBUC LAND SURVEY - DECEMBER 21, 1867 THIS TRACT CONTAINS 3887 ACRES. REC ANGLE SECTION 32
MES 3015% 1397.55
6i2592 SEE SHEET 3
12. SOLOMATON OF SIDE LOT LINES FOR FROM LOT CORNER ON THE FOR INDEX OF SHEETS • HOKETRUN ROAD
-92E 100 18 28767-70
15. BURDING SETBACK LINES SHALL CONFORM TO EXISTING ZOMING. ((+2HOCG 1.SZ.90.00k)) RS 21/26 27
18. MALAIL INDICATES RESTRICTED ACCESS DEDICATED MEREON. 2 RS9. 9550-95 03-08-2001
1329.17
18. CH. INOCATES CHANS SROSS 3.80.90.00N (9v/21 5a 83d REST LINE SEC. 31 3,82.ZED04 AS 17/48)
E COME DE ME NA, OF SH1/4
1,32.34 PER RS 17/48)
[[20 сн.]) 30.70 - LET DETAIL
SECTION 31 Ino
ENVIRONMENTAL CONSTRAINT NOTE 5 S, R. 3 W.
DETAIL
SEE DETAL ABOVE
(40 Ox]] NEWPORT ROAD
C.C. * R'S PER INSTRUMENT #203123 SCALE: 1"= 400'
7. 65, R. 3W. Mr 3105 MISIC 517860 PER RS. 17/48) 2Acl 5I. MS28 RECORDED e93518N 510084 PER RS. 52/16) 6
MAY 10,2001 17830 04]I
800° G00•
2001-024410
10 IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 3 OF 6 SHEETS TRACT NO. 28920-1
RECORDS OF RVERSIDE COUNTY, CALFOR
RANGE 3 WEST, SAN BERNARDINO MERIDIAN.
CSL ENGINEERING, INC. DAVID E. CORYELL R.C.E. 31574
от TC RIDGEMOOR
133HS
tea K9o109 3. 101
aBS
AYM
1S380
SHEET 33,50
J. 101 LONGEE
VISTA
g SPRINGBROOK WAY
75 L3SNNS 12. 101 .Z. 101
"O" CINNAMON
76 116)
WOOD SCALE: 1"= 200'
WAS SPRINGBROOK WAY OPEN SPACE
01 Y SOO•
85 \
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 4 OF 6 SHEETS TRACT NO. 28920-1
22745, AS SHOWN BY MAP ON FILE IN BOOK 155.
PARCEL MAPS, RECORDS OF RIVERSIDE
OF SECTION 32 AND PORTIONS OF SECTIONS 30 AND 31,
RANGE 3 WEST, SAN 8ERNARDINO MERIDIAN.
CSL ENGINEERING, INC. R.C.E. 31574
62 46 SECTION 31 SECTION 30
SEE SHEET 2 FOR
SEE SHEET 5 47
ENGINEER & EASEMENT NOTES
48 pala
3! A-30000_
COLDEN PEBBLE
COURT -LOT LINE PER LOT LINE ADJUSTMENT
7712405 04592 RECORDED AUGUST 12. 2003
40 INSTRUMENT NO. 2003-612936-→
39 51
29 NOT 19320 141.00 * 102 00 SAIN 05362049 071730
52 33 32 (550) 3682205 STICKE
TANGENT DATA 34 N
BEARING 23!
10347378 15.07
2 4,15 LOT
1214232€ 20.22 31,00
4.00 N67592717 30.027 15e.oF t-215.05
3085. WAY'S
2849 Do ME - L-222.85
N125948C BOULDER 4SS.SF L1876
SEE SHEET 5 S0123i3N 14216
360130 20
RIDGEMOOR 19
15 16 ROAD 995857Y
18 M.09
Ю0482(*E 814,78 88
SCALE: 1"= 60' 60 j TRACT 28886-1 40048370 321 80° SECTION 29 MB 322/22-25
MELTAINED POND SYSTEM
2004-0214470 353
original
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE GOLDEN SEE SHEET 4 SHEET 5 OF 6 SHEETS
COUNTY, STATE OF CALIFORNIA PEBBLE
COURT SEE SHEET 2 FOR
TRACT NO. 28920-1 36
ENGINEER & EASEMENT NOTES
7.28 1:980 10
TRACT 28886-1
63704
CSL ENGINEERING, INC. DAVID E. CORYELL R.C.E. 31574 62
CURVE DATA
43 52 10338
14 2350 1324.007
"E" BOULDER CREST WAY. 61:57 61 PAINTED CANYON
LOT 53 COURT
50 LOT
49 11:50 024621°€
54 45 N7097:(
1 47 59 і 58
ЗАТаї" N8E70У7((0) 60
46 56
57 after 15.0 50
136.25
30.35% 19
N7356756
460 48
4 63 130111
ToT
GENDERSON 0 1389 ко*.
66 1137
10136 "C" 47 1 46
04 135 306.16
30021428
134 105
0019300Р 2-570,001
300 5 2890. 104 660,
109 SPRINGBROOK WAY 1sC o
131 110340
30 112 NSZ4720C 10.60г го
601032358078000 101 „р"
100 g 1000 LONE PINE
SEE SHEET 6 28' 114 NIZATEE 130427 LOT STREET
115 (773T
*51804 60.00: SCALE: 1"= 60'
116 • 1518
10 00. 120° 180•
airsest 36200001 98 1157.65 HONEYRUN ROAD
SEE SHEET 6 LOT 97
96 OPEN SPACE
Доді ванто 363
IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 6 OF 6 SHEETS TRACT
SECTION 31
NERОСООE
72 CSL ENGINEERING, INC. DAVID E. CORYELL R.C.E. 31574
67 73 133
68 SEE SHEET 5 132 \
131
130
112
74 LOT 1-710.02.
128 133HS
11. 00
75 MASTURO 99 u
SUNSET AVENUE 116
& VISTA 98
0 126
125 R-730.00
124 16117 cap:
* SPRINGBROOK 96
123 WAY N0E SPACE
MITE 19318 95 OPEN
78 GOOM ₴ 119 94
LAS FLORES DRIVE 93
120
92 79 60121
122
55 88 M3724SE
140 SECTION 31
RECORD OF 87
SURVEY 27/27
- 134.97 86 TANGENT DATA
37 770
N 5038470
((8) 19,85
83 84 N 671509C
PRETEN DRUNACE 31N 271240KJ
FOR N 874770 C 09.00
LOSER SEE SHEET 2 17152(0) 2557
57,91
56 1-31.05 ENGINEER & EASEMENT NOTES * 650228 E
CURVE DATA
4. AlL 55 OTHE 45
48 49 •50
47 53
45 63 | 64 86!
54 73 PAINTÉD CANYON
58 57 56 COURT
59 64 63 62 61
66 65 80
74 67 VISTA AVENUE 67
SUNSET 50 58
68 75 70 JDER
71 138 139
136 137
134 135 8E
76 SUNSET VISTA AVENUE 131 132 133 C.B. NO. A 50
130 4B
129 CB. NO. A3 900-68. C55
Q.0048.2 CFS
77 127 106
SECTION 31 125 126 108 107
124 110 109
AUDIE MURPHY SPECFIC PLAN 78 123 111 "A
115 1114 113 112 -LINE
ON CONSTRUCTOR THE CORTE SHAL TOO 116 00m13.4 CFS LONE
117 LAKE
79 118
119 WAY C.B. NO. A2 105 47 | 48
120 SPRINGBROOK, 90s-13,6 CFS 104
122 121
80 101 102
C.L.P.P. NOTES 100
(99.
81 95 96 97 98 HONEYRUN ROAD
SPRINGBROOK WAY 94
92 93
91 82 90 TP-3
88 89 24 23/22
ВБ 87
85 0100=118.5 CFS 25 25 SCALE: 1"- 100'
83 25 27
84 CENTERS AROUND CRCUNERENCE OF "3"
LOT
CPERATIONS, BATCH WEIGHIS AND OTHER COKCRETL
SECTION 31 33
31 32
AUDIE MURPHY SPECFIC PLAN
30 FOR AT AL IS TO SAN OF CONSTRNTIOM HE CUNTRACTO 20
EARTH CHANNEL-
SEE SHEET 3 44
TRENGTH OF CONCRETE AT 28 54 45
THORIZATON VISTA
TRACT No. 28920-1
83 HICKNESS AT A MI
MAINTENANCE NOTES 18
ROCK 62 CANYLAKE EC
und Carica Alar R.C.F.C.D. STANDARD DRAWINGS
47 7-800 TRACT 28921
NEVFEE
744-2000 A
MB 303/87-79
Qт145.3 CFS
4F7E PROM STAMON 21HA22 TO STATION 2242720 AS SHOWN ON SHETT 2 OF A. 60 OWNER DE ELOPER: RIVERSIDE COUNTY TRANSPORTATION EARTH CHANNEL TO BE MANTANED BY H.D.A
DEPARTMENT STANDARD DRAWNGS VICINITY MAP
John Laing Homes LATERALS A1. A2. A3, # Af AND CATCH BASIS A1, A2, AJ, & A4 WILL BE WAINTANED BY R.C.T.D. CON 30 & 31, TONT ES, RJV, SEN.
Inland Division HE GLOVER AS BUILA
CREEK 57 GRID HI
LINE 65 LANE APPROVEDBY: SImulZ
SEE SHEET 2 86 SHEET INDEX
67 DATE 9th t05
- APPROXIMATE LOCATION OF SOIL BORING SHEENIEN
TON A FRO A PROTES AND DETA..
AVERSIDE COUNTY FLOOD CONTROL IP 030012
COTTY REDE CSL ENGINEERING, INC. TRACT 28920-1
TRANSPORTATION DEPARTMENT WATER CONSER RAWING NO.
109) 812 X 00) 726-5180 SALT CREEK-CLOVER CREEK LANE-STAGE 3
WED A KAS
1 Deal Otta 20/0/03 strait! STORM DRAIN IMPROVEMENT PLANS SHEET NO.
REE. NO.
20. SciE 3.7-8 ATL DRAWN: 11/09 DIF 10-17.2003 DATE: 100/7-03 TITLE SHEET RISSMAN ELEV. = 1409.77
JN578/3-2-03/578SD1.DWS/S:100
TO BE MAINFAINED BY RCE.C.! * CURRENTLY MANTAINED BY RCFC. & W.C.D. TO BE MAINTAINED BY R.C.F.C. & W.C.D.
1460- -OVER STORM DISURFACE 1445
1460
* FINISHED-SURFACE OVER-
-STORM DRAIN 21+34.85 EX
RIM-ELEV: (1439.65)
FINISHED SURFACE
1440 LOVER-STORM DRAIN 1440
1455 1455
1450 1435 1435
1450
GRADED EARTH CHANNE
1430- 1430
1445 1445
-5-0.0050
1440- 1425- 1425
1440
Dia 96.3 CBS. Qia 145.3 C.F.S.
00=1.85 C.F.S. =7.7 F.P:S. -16 EP.S:
1435 2ALE.P.S.
LINE: LINE "B"
INSTALL 240.65 LF -Qigo =107:4 C.F.S.
1430 220002 Yus 102 EPSE
12+00 13+00 14+00 15+00 20+00 21+00 22+00 23+00
10+00 11+00
BOULDERY CREST GRADEL
LATERAL "A4" ELOPER
IS THE DEPTH OF INLET LATERAL "A1" LATERAL A3 : N38'36110"W 27.70 CONSTRUCTION NOTES
CATCH BASIS MEASURE FRON
NNO12517 M 43 No: 52740 a a17,39 ea (SEE SHEET 4 FOR PROFILE)
THE NORMAL
OUTLET PIPE.
109 108
PAD=458.8 -PAD=458.2-
107 PAD= 456.8-
-PAD=457.5
CLOVER CREEK LANE
CONCE
'sh 67.00%
+ SPRINGBROOK M TA 22FSE00
TRACT 28020 20 290
MB 303/67-70
LATERAL "A2" DRIVE
5712'40"Б..16.74 SEE ENLARGED DETAIL OF
TOR PAIRIE THIS AREA ON SHEET 3.
-97 05r7:
PAD= A59.5 98 102
PAD=458,99 PA0998/1100 120,022. LEM=455,0-10-836:2 SoRROR MAT AS BUILT PAD=457:3 ROCK APPROVED BY SUMe
• Service Alert
Tol: OLL FREI DATE 926.05
I-BU
SEE SHEET 3
50,00 LINE "B"
E' RATER CURVE DATA
5 SID IRA LENGTH TAN CENT
DELIA RADIUS
ROAD TYPICAL SECTION • 12+50
LINE "A" 60.00$ 94.25 60.00*
SEE SHEET 13 60.00 55.46
IP 0300121 PROJECT NU.
RIVERSIDE COUNTI TRACT 28920-1
CSL ENGINEERING, INC. 4-0-0142
TRANSPORTATION DEPARTMENT WATER CONSERVATION DI SALT CREEK-CLOVER CREEK LANE-STAGE 3 OVED BY 309 765-522 X 80
FAX (909) 785-518 ED BY: S.E. STORM DRAIN IMPROVEMENT PLANS 4-806 N BY: S.E LINE "A" STA. 10+00.00 TO STA. 14+28.47
SHEET NO
RCE. N
ATE AKA: 11/02 DATE: 10-17-2003
LEISSMAN DATE: 16-04T-2003 LINE "B" STA. 21+84.22 TO STA. 22+30.00 JNS7878-27-03/578502.096/S:4
-JO-BE MAINTAINED-BY 00 MAINTAINED.BY H 0.AFOREYEARS. TO BE MAINTAINED BY R.C.F.C. & W.C.D. MAINTENANCE EASEMENT, AND THE CHANNEL WILL BE MAINTAINED BY PROPERTY OWNER. R.G.F.G. & W.C.D.
WARES
1450
1450 EXSTING GROUND O
EXISTING CROUND. 0-E
1445 1445
TOWLINE TARTH CHANNEL-
050%-
6- SEE SHEET 2- 1440
1440 FOR STORM-DRAINE SECTION A-A
CUTORDI PROFIEL @ STA. 7+00
CUTO BOT
THAL Tall
=3) SO WIS
1435 Pro 145.3 GES [1435
PROFILE SCALES
1430 1430
VERT. 1=
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
Interim facility Replaced by TR Salt Creek - Clover Creek Storm 31822 Improvements Drain, Stage 4
Project No. 4-0-00142
Drawing No. 4-1100
1450. 1597
108T
ENLARGED DETAIL
THIS AREA HEREON AT RIGH 30.0-958g
SECTON 3L AUDE MURPHY 18975307 обо0
SPECFICPLAN
ENLARGED DETAIL
(106 EFERENCING PLAN ON SHEET
SCALE 1°=20
DAUGHT LNE 100
D=457.3
AS BUILT
*PA 102 APPROVED BY: Bunsel aN
A te
DATE 9/16/05
ROCK VISTA DRIVE 1 CONSTRUCTION NOTES
103
28920
ИВ 303/67-71 MOST PLANS CURVE DATA
RADIUS LENGTH I TANGENI
UELIA
RIVERSIDE COU TODD CONTROL IP 030012 PRINCE NU
TRACT 28920-1
CSL ENGINEERING, INC. 4-0-0142
TRANSPORTATION DEPARTMENT ATER CONSERVATIO SALT CREEK-CLOVER CREEK LANE-STAGE 3 APPROVED BY: 20 5 420(0 76-5180 INTERIM EARTH CHANNEL
кла -STORM DRAIN IMPROVEMENT PLANS
ROS NO
ASSM : 1409.771 DATE: 1C-acr-2009 DATE 10-17:2003 STA. 3+49.76 TO STA. 10+02.50 uN578/B-29-03/5/8sd5.dwg/S:40
TO. BE: MAINTAINED "DEPARTMENT':
R.CF.C. & W.C.D. TO DE MAINTANED BY-TRANSPORTATION DEPARTMENT TO: BE MAINTAINED TQ-BE MAINTAINED BY:
-TRANSPORTATION-DEPARTMENT
ONER SORDA
1455 75460 15455
1450 1455 1455
1450
1445 1450 1450:
-1445
0100-=134 C.ES. 1445 1445
FINT NAL 210L
LATERAL "A1" -QNDo #48.2 C.F.S:
1440 =17:6 F.PIŞ. 1440
285 VUAX/=9:8:E,P.S.
TRANSPORTATION: DEPARTMENT -BY R.C.F.C.-&-W.C.D
LATERAL "A4'E LATERAL-"A3"
-DRAI 1:455
1450 2 100 Y HC5 1450
- PROPERTY LEE
1445 1445
0 -н
INSTALE 1124 LF
-R1o=13.4 C.F.$= 24 -R.CP (2000-D):
VIX =11.4:F.P.S. LATERAL "А2"
CONSTRUCTION NOTES & QUANTITY ESTIMATE
(20) I6 ERES MIMALY SPACE AS BUILTA
-INSTUS RAP 1200-0) 0354 PPCS 12 POR PROFUE CA 5H22 78 211 LF PAD SOS 10 SEN. SECTION "B-B" INSTALL 48* R.C.P. (1300-D) OR 48° CLP.P. (1-5*) PER PRORRE ON SHET 2_ 244 LF APPROVED BY:_- sensat 3 INSTALL 30° R.CP. (1250-D) PER PRONLE HEREDH
DATE apiclos
37LF
3-CENSTRUCT 30* DELP QUIOFF HALL PER DETAI HEREON
-5/6 800T
-CONSTRUCT UNCION STRUCTURE NO. 2 PER STD. DEG. NO. SS 227. 1 2A TWISH SURFACE CONSTRUCT CURS BLET CACH BASW (W 2 I1 PER PLAR) PER FAERSIDE CONIY STI. NO. 300, В* ME > 48° DETP CITOFT MALL CONSTRUCT OSMBIMATION MET CATCH BASH 10° CHP (12 GL) - HIK P.CC 192 8 8 PeN PLAN 2 EA
-DINSTRUCT SLOPE DURET STRUSTURE TOR DETAL HEREDI TRICX AT TEP -CONSTRUCT 50* CAP RISER PER DETAI. HEREON.
ESTALL 5 HCH CHAN LA FENCE MTH DSUBUE 6 MIDE CATE PER RCF.CD. STD. N 601.
STD. ONC NO. 4 803 NOTE AL D
A PES BI LA APO PS PAO NO SE PROTECION RENTRESO B.CC. (2000 PS) CUT-OFF SOLA DETALLO • CONSTRUCT 1/4 TON RIPRAP, 46* DEEP. 267 CY.
—CONSTRUCT 5° CL 2 A.B. OYER 3OX COMPACTED NATRE SOX. SLOPE OUTLET STRUCTURE DETAIL(D) CALE: 1= 4,030 ar.
NO SCALE
INSTALL 3 RE FENE PERSO DR NOS CIE
60° C.M.P. RISER DETAILO TRAS VINTANa AYER CANARI
(TO BE MAINTAINED BY R.C.F.C. & W.C.D.)
RIVERSIDE COUN LOOD CONTROL TRACT 28920-1 IP 030012
CSL ENGINEERING, INC. aderaraund Sorvica Alert 41-0147
TRANSPORTATION DEPARTMENT SALT CREEK-CLOYER CREEK LANE-STAGE 3 Coll: TOUL FREE AMING
APPROVED BY:
109) 783-51E ANED BY S.E LATERALS "A1", "A2". "A3", "Ad" 1011/02 227-2600 tuatT FKibL AND DETAILS
DATE DRAME 11/02 ara 16-8er-200: DATE: 10.17-2003 STORM DRAIN IMPROVEMENT PLANS N58--03/383.0NG3:40