942qq_sppGENERAL NO7EE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE
PERMffRIVERSIDEF ALL TRK PERRTATED DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT TRACT NO.
2 a s
PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT -Of -WAY, DEDICATED AND ACCEPTED PARCEL 3 OF PM 16716 �
FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT PUB 96/65 9
ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTM77ES FOR THIS
PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 010=2J.9 cfs STREET IMPROVEMENT PLAN'S � -
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF 7H€ PROPOSED WORK AREA, 0100=40.3 cfs
AND RELATION COSTS OF ALL EXISTING UTILITIES PERMITTEE MUST INFORM COUNTY OF - - r ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND N
N 6x22'2'° w_ THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE _ _ _ _ J
CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 5 6 LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH CITY of
PHONE (955) 955-6885 FOR PERMIT CASES CA&AZON AND AREA WEST � � Q IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD RNERSbE
J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. I O UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF I o I
I UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT - - - - - - - - - - - - - -I
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY I �p 10.0 ACRES IN THE INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED VAN BURE BLVD
TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST 4 7 N -E QUARTER OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE 9
EDIITON, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. t^ OF SEC77ON 36, PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY cyy°��iy MARIPOSA = AVE. NANDINA
v T 3S, R -5W S.B.M. OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S c�98"Aa �`a SECONDARY
C�SSARY
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL t RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED PROJECT SITE
STREET CENTERUNE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461 W 3 N£ c3 ~ CBlf`6 BEFORE STARTING WORK.
010=5.28cfs 010=5.29cis CBM(FUT) EL SOBRANTE RD.
N 8 �h 010=2.7cfs w "
6. ALL UNDERGROUND FACILITIES, MTH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, � a � �o 0100=8.88cfs � MARKHAM STREET
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. yoQ100=8.92cfs �� 010=16.2cfs 0100=4.4cfs 010=25cfs
LILL= CB 3A FUT Q 100=27.5cfs Q 100 IN=4.4cfs
CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED 0 ( ) 0100=2.1c 1 O IN 4. l
7. � � �` Q 10=24cfs PU 12700 Q 100=221cfs 0100 1N=4. t cis
ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 2 Q Q10D=3.9cfs PM 12488 PUB 65177
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND 010=1.66cfstf 010=8.17cfs 0100 fN=3.9cf5 PUB 671215.0 ACRES IN THE .0 ACRES IN 7HE 5.0 ACRES IN TH£
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT PCL 4 OF QUARTER OF QUARTER OF QUARTER
0100=2.82cfs 100=24.1 c Q 10=128cfs OF SECTION 36, OF SEC77ON 36, OF SECTION 36,
LIMITS AND AS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND I _ 0100=22.Dcfs
WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. o� f
(A 1-10) QJO-8.8cfs T -3S, RI SB.0 T -3S, RI S.B.M. T 3S, R -5W, S.B.M.
N I 10I . ,( CITRUS
CULTURE "GR > 0100--15.2cf5
9. ALL STREET SECTIONS ARE TENTATIVE. A00171ONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IFon
EXPANSIVE SOILS ARE ENCOUNTERED.- - "`- -
QLD= 8.6cfs 573.32' � __. ...� _....-_
-- --- > I( 6.,...�,.__� _
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN SECONDARY ACCESS Q100=14.3sfs N x922'¢ w _ � _ � -
FOIIR7EE DAYS FOLLOWING PLACEMENT DF THE ASPHALT AT A RALE �� _ - � 4
A ACCESS
LAKE
MATHEWS
VICINITY MAP
Iff.9 -
SECTION 35 AND 36 TOWNSHIP 3 SOUTH, RANGE 5 WEST
OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC SEE TR. 28622-2 UNE F o' trNE Fs E
fy-
EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STREET PLANS CB � �
t_, ;. L/N£ D i LINE �......�
STATE STANDARD SPECIFICATIONS. Q 10 -3.1 cfs ^� o CBf/3 ° , 89 5 o
88 87 86 C814 LEGEND
Q1 - . c s M `� 010.E-1.9cfs o`O, u W = 010=16.5c yE w 10' TRAIL QtD=25cfs
810 IN=5.3cfs Ir I 0100=4.Ocfs PROP. PROPOSED
u 100=3.Ocfs i, EASEMENT li o
11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AMD N0. 499. o g 0 n 0100=28. f�/-/ 4 0 0 0 9� 0100 /N=4.Ocfs
CB 2 100 lN=3.Ocfs H - ^ Q, EXIST. EX/STl/✓C
cr z o SN ST STREET
ALNUS RHOMBIFOUA (WHITE ALDER) 10=1.4cfs Q
LIQUIDAMBAR STYRAClFLUA (AMERICAN SWEET GUM) 100=23cfs 12 Ua `" C. L., CIL, CENTERLINE RAW RIGHT OF WAY
Q 100 /N=2.3cfs h 20 ACRES 1N THE
KOELREUTERIA BIPINNATA (GOLDENRAIN TREE) W - TC, T.C. TOP OF CUR8 D DRIVEWAY
' ,r 84 ® � S -E QUARTER
12, STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. I P I \ C EL 1 0 �/ ( OF SEC77ON 36, FL, FL. FLOW LINE VC. VERTICAL CURVE
T 3S, R -5W, S.B.M. F.S., FS FINISHED SURFACE Pl POINT OF INTERSECTION
13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A - "'
\x :. .
MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE; AND MAY BE REQUIRED TO RECONSTRUCT CD n = 13 �?" 16 E.P £�£ OF PA1gMEM PW POINT OF VfR17CA1 1NTERS£C170N
C I
EXISTING PAVEMENT; INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE J ° / U t 14 1"S C. B. CATCH 8451N _ _
BOUNDARY
STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. ° 17 [ 83 - A C. ASPf/ALT/C CONCRETE - CN)ElNE
14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN 273-320-2 �a�o N AB. AGGREGATE 8ASE
PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER I ®QTO=56c/s UNE E B.C.R. BEGIN CURB RETURN DIRECTION OF FLOIt'
TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, 100=9.Ocfs - 73A - _ PROP. 100 WATT STREET LIGHTS
SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL ( 13 01 CB 7 18 tINes°1650 w E.C.R. END CURB RETURN °
CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF 010 2 Pcfs 010= l.6cfs F... CB18 B.V.C. BEGIN VERTICAL CURVE •--.. PRpP 200 WATT STREET' LIGHTS
LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. N.At v s 010 3.5cfs 0100=2.6cfs (� M.V.C. MIDDLE VERT/CAL CURVE
010 /N= . cfs
010=4.pcfs
hti 22 21 20 Q100IN=2.5cfs W 100=6.6cfs
15, ANY PRIVATE DRAINAGE FACIUA€S SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY 0100 IN=6.5cfs E.V.C. END VERTICAL CURVE PROP. AC.
SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS (A-�-tO) a 23010 24.lcfs SHE 7
IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. ( (AGRICULTURE -CITRUS GROVES) 010 =4 P.Ocfs 19 �)� ` CB/10 P.R.C. POINT OF REVERSE CURVE 0 PROP SIDEWALK
4100=46.6 fs , . z 1 010=0.8cf5 PCC, P.C.C. POINT OF COMPOUND CURVE ® COLD PLAN£
16. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST UNE Q 100=1.3cfs
OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPI PERMIT. TRACT NO. 32172 E4 S100 IN=1.3cfs PRVC POINT OF REVERSE VERTICAL CURVE
OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER C815 PCVC POINT OF COMPOUND VERTICAL CURVE -'- STOP SIGN
0 )0=1.1 cfs 11.5 ACRES IN THE
RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION 100=1.7cfs (1329.02) EXIS77NG ELEVATION EXISTING FIRE HYDRANT
PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE PRIOR TO ANY CONSTRUCTION, DEVELOPER $ g' e, y y S -E QUARTER
400 /N=1.7cis u o
OF SECTION 36, m 1479.70 PROPOSED ELEVAiiON
SHALL PROVIDE THE COUNTY A COPY OF THE N.O.t. WITH A VALID W.DJ.D. NUMBER. 3 " " ..< m + STREET NAM£ SIGN'
�* 27 E T=3S, R5W S.B.M. IT LEFT
17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS I 24 ° 25 28 N h CB 16 h RT RIGHT PROP. 57REET TRE£
NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS a o 0 0 # m ^
o 010=1.5cfs CB115 a C.B. CATCH BASIN
ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION z ; CB114 n o
QJ00=26cfs 010=0.6cfs FIE F.H. FIRE HYDRANT
OF HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER LIVE JURISDtCQr
RON OF THE DEVELOPER _ _ 28 0 t DO 1N=2.3cfs Q 10=5.3cfs Q 100=1 Acfs 2 ^
100=9.2cfs Q 100 IN=1.Ocfs �1
Naereao�r 0. Or ON CURVE
I& EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, CB t2 1460.54' 0100 IN -9 ?cfs
DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND / OR CLEANED TO MAKE N 89'1858" w a es°165e` w
010=1.Ocf T
THEM FUNC77ONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 0100= J.6c 2982" N T
N 34 33 Q 100 IN=16cfs y w
69 68 67 6 65 64 t --
N 10=377cfs 32 31 20.45 ACRES IN 7H£
ASSESSORS PARCEL NUMBERS Qlo 28.6c o
APPLICAIWT � loD=s4.8cf , .,
�pp=4a.s 34��`8> 7O �G� W I s -w QUARTER
WILLIAM LYON HOMES, INC. 273-320-003, 004, 029, 030, 031 OF SECTION 3t,
,
LINE F4 S 8 9 T 3S, R -4W S.B.M.
4490 VON KARMAN 273-310-004
NEWPORT BEACH, CA 92658 is Z"
(949) 833-3600 EASEMENT NOTE Q'°' -95' 6�3 -- - INDEX OF SHEETS=
uH£ F3 71
O ALL EXIS71NG EASEMENTS WITHIN THE PROPOSED yam `y V u T r (1 �
o ^ B 23 Iu h � AV I C8117 SHEET I TITLE SHEET SHEET 18 MARKHAM STREET
WNER RESIDENTIAL TRACT BOUNDARIES HAVE BEEN �,
VACATED. c� 'i � ,� "' ' �` �" 010= l.Ocfs
THREE SISTERS PROPERTIES, L.L.P. a 36 370 n o 39 s =5.9 u it SHEET 2 DETAIL SHEET SHEET 19 ROOSEVELT STREET
OB111 35 0 � 0 38 0 0 ,5� , �� � T9 Qro-1.2cf5 72 � = 0 60 61 62 63 JOO= z7ofs
5121 SANTA FE DRAINAGE CON37RUMM 7NELINE.- 010=2.Ocfs O o �0' ,g5• ..1 0100= .Ocfs p
YORBA LINDA, CA. 92686 _ 0 0100 /N- .2cfs I 0100 /N=1.4cfs SHEET 3 fAlRBREEZE C7 SHEET 20 ROOSEVELT STREET
1005- cfs B 26 10=9p.3cfs
(949) 640-6400 ALL DRAINAGE FACILITIES DETAILED ON THE ROUGH 0100 IN=33cfs 7 CB25 - 105 RAIL " SHEET 4 BURL HOLLOW DR. SHEET 21 UNE G5
GRADING PLAN SHALL BE IN PLACE PRIOR TO A73 " 10` ,2cfs Q1 O= . EAS UENT 0100=JSp.Tcfs
4 0 Q10=1. is (� ifs 100=2.9c s SHEET 5 LOG HILL ROAD SHEET 22 LINE F7, F8, F9, & F10
REPT 'aTAT/E CfRT1FlCATE OF OCCUPANCY. 05100=2. cis i 14 4100 /N= 9cfs
N 6s°lsss w 4rD 0100 ! 2.5cfs = .�.
THE KEITH COMPANIES CB#13 SHEET 6 LOG HILL ROAD SHEET 23 LINE F3, F4, F5, & F6
22690 CACTUS AVENUE WES7ERIV A V/C/PAL WATER DISTRICT = 42 ; u i -j 7 ��` W;
Q t 0-0.5cfs W Q J0=5.8cfs SHEET 7 THISTLE HILL CT. SHEET 24 LINE 01 & D4
0100=O.Scfs 76� (�, Q7UO=70.2cfs
MORENO VALLEY, CA 92553 450 ALESSANDRO BLVD. RIVERSIDE, CA 92506 0100 1N=0.8cfs 43 ��� �' oii �� , 4 8 57 5b+ 55 0100 /N=10.2cfs SHEET 8 DEER VALLEY CT SHEET 25 LINE E3 & E4
PHONE (951)697-8300 fAX (951) fi53-5308 (95P) 780-4170 �^' o �' h' 41 67. cfs O CB
<<o o 54'J SHEET 9 TIMBERVIEW DRIVE SHEET 26 LINE BC2 & BC2A
SCHOOL D STNCT C8119 �O �15 -1 5.5cfs Q 10 .7 fs U o ^ !�j 10 ACRES IN THE
UNAUTHORIZED CHAAG aS' AND USES 01=1.1cfs � 1 �, -P.�cs �` o o�� � � - S-£ QUARTER
SHEET 10 71MBERWEW DRIVE SHEET 27 LINE SCI & BC3
a
0100= 1. cfs 1 102 I=1:'ltisIf I SHEET 11 CHALK CREEK DRIVE SHEET 28 LINE E7, D6, & D7
RIVERSIDE UNifi€D SCHOOL DISTRICT - 1
�p 0 t DD lN-1.8cis 0
_ "„..:. "�' OF SECTION 31,
�rON��USO�ER�ii�- CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR �' '� _ -T UNED7"� 5 ,1. j ,; - �� f ��- T -3S, R -4W, SB.M.
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 774ESE PLANS. ALL CHANGES TO _ _� SHEET 12 WILDWOOD CREEK ROAD SHEET 29 LINE AT, BC4, BC5, & 05
THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE
THE OWNERS REPRESENT THIS TO BE THEIR N a9ris39" w uN E2 �► 4 CB 2g SHEET 13 BURL HOLLOW DR, SHEET 30 LINE E6 & D3
EN71RE CONTIGUOUS OWNERSHIP UNLESS S' UNEIYS
C8 20 I (5 ^�fs
6�ssiD, i,, c %jR �:.0=2.5c& STILLCREEK WAY SHEET 31 LINE 02 & E5
OTHERWISE NOTED. p; V� a 0012 A9 OVIL7` 9 OIIPLY 010=0.4cfs m� w' � 1
tt-- „ ..,,, .� i �,., . € , 0100=4.3cfs
°4 �Hv < 0 4 �L] ;..�> qr
ZONMIG A LAND USE �` � � �'��f�lC ����TL�ir�®��r�l��� ��A11 $Too=o.7cf5 a 45 = 4i`W �o�,ti5�` 49 51,1 0 5i�' � 52 � � � Qroo rN=4.3�f5SHEET 14 NANDIN4 AVENUE SHEET J2 LINE El & E2
100 IN=O.7cfs ry o 1 o / o
:, , lOQ=,4,2 fs „ 48 - - - -D CS 30 SHEET 15 NANDINA AVENUE SHEET 33 LINE A2 & DETAILS
I
GENERAL PLAN: SPECIFIC PLAN No. 224§§ - C 3335 Z5096 .TRFPOIZSC(�1 A@lE. s 2s
PROPOSED LAND USE: SINGLE -FAINLY RESIDENTIAL �P Q�"�E`�� � PRIMARY ACCESS SHE
� 7 __
010=O.Bcfs
- SHEET 16 NANDlNA AVENUE SHEET 34 LINE A28 &DETAILS
° 14URRIE 7A 1 CA 9Z56� 010=-1.45°fs -y - - � - sr f - / - - - - - - � - 0100 1N31fs
EXISTING LAND USE. AGRICULTURE /GROVES TEL. (95/® 6,913-/ 5'® SEE TR. 29622-2 Q100-2.38cfs 5 f- - - -. - - SHEET 17 MARKHAM STREET SHEET 35 STORM DRAIN DETAIL SHEET
Pa c to
- u STREET PLANS - - - - - REWIEW BY
l A �//Z//5 C8�21 �o uNE ec s
�.;ow
;IQ 10=f.6cf5 -`�crAEAt WESTERN MUNICIPAL WATER DISTRICT FOR
C8�31 ^ .
��17CiBVPG ,SkSCAF BEAR/NQS AKJTE -£'. 7'�a9lYf P 1A/Nl 'B'dVT 010=28 cfs �ri 100=11.2 cfs 1� CB33 . " y,� ."�M . ASaB6iILT AN-
Al@vtNaN-INTERFEJ+'EVCE COMPLIANCEi
EL
Gall: TOLL FREE THE -BEARINGS SHOWN HEREON ARE BASED ON THE p '� _
u 01 DO IN -8.9 cfs o 010=1.7cfs :. 'C132
CETJTERLINE OF NAND/NA AVENUE BE/NG THE SOUTH LINE 2050 0 200 400 6050 QT 00=14.5 CfS ® a Q 1 2. CfS N' Q 10=3.Ocfs ^ 41.9 ACRES IN A PORTION SHEET THROUGH j.� 9
1-SOO 5100 IN=15.0 cfs 08122 O 0100 IN=2.2cfs "� "� a OF N -E QUARTER � ,,� CTIO � �- �-
OF THE N PINUS OUARTER OF SECTION 36 TOWNSHIP 3 0 0 01 =3.3 cfs CB 24 08 34 „ „ ;` 051050=S.Ocfs fF ,
227-2600 souTH lNitNGE'5 WEsr S.B.M. AS SHOWN ON TRACT No. # CB27 Qlp=2.9cfs 0 0100 Il%S:Ocis a oo^ `'OF SECTION 1, $
29622--1 ALED IN BOOK 333 OF MAPS PAGES 64 SCALE: I"=200' Q1p0=5.4 cfs 010=1. lcfs 010=1.5cfs - o Q o €
Ira wowcuac wvs effcx+E vau ac 100 IN=4.6 cfs 100-4.7 cfs o T 4S, R -5W, S.B.M.THROUGH T3 INCLUSIVE, BEARING BE/NG N 89'224.1 W too=1.7cfs 100=2.6cfs 0100 IN=4.7 cfs APN 285-100-025 10 T U a
CML ENGINEER R,Gf 4521 DATE
0100 IN=1.7cfs 0100 IN=31cfs
A� SBL "�
1121 fPCLC 1 -� L®COUNTY COUNTY OF RIVERSIDE - _ SEAL BENCHMARK: TRACT NO, 1P+�D5t�+04 SHEET NO.
NOTE: WORK CONTAINED WITHIN THESE FLANS SHALL NOT
IAS.N.C.S. BENCHU41W DES✓GNATKhN-LAST 1960 STANDARD DISK SET M/
TRANSPORTATION DEPARTMENT STANTEC canisu�nn� INC. Roca ouTCRDP ELEuarmN: IB J. a4RN. MVI TO THE
COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR GRADING .. �n� o Esst oFESRt 22690 CACTUS AVENUE COUNT' OF RIVERSIDE
eR gIy APPROVED BY: pR y� STAWN �M THE JN CWN OF STATE rnw. 21� C,AMOO RD. AND
PERMIT HAS BEEN ISSUED. O F 0 A' pT CF QFC Civt ��! SUITE 300 r4AO0 UPWI ABOUT 4.7 eN 7.6 KM) rK1RTH OF PDMS CO WEST STREET IMPROVEMENT PLAN
�� z MORENO VALLEY, CA 92553 ON ca1AI RD. Arm EXPWY. FOR 3.3 MI (5.3 KY) TO At.1-xIII ST. SCHEDULE *8r
CONTINUE WEST ON CAJALCO RD. FOR 0.25 W (0,40 KM) 7O TIDE
L� ,y Z m w George A. Lenfestey m Q5 .697.8300tee.axn
- X No. 33950 STATION ON THE RIGHT STANDARD DISK STAMPED LAST 1960.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE _ No. 45920
FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN - "' Exp. 6/30/06 7,1 /0 TITLE
T
HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �' Exp 12-31-06
� / � / LS SHEET
OR DURING sT clvi� KHALED A. THM DATE: sT P PREPARE eY: DATE PREPARED: NOVEMBER 2005
RESPONSIBLE OFOR�DETERMINING AN PRIVATE
ACCEPTABLE SOL ON AND 9TF OF CAL\F t qTF R.C.E. N0. 45920 OF -' 5 SHM
REVISING THE PLANS FOR APPROVAL BY THE COUNTY. jDjATEESYMARK APPR. DATE _ OF CAE\E
f � (0 � I 03107/os SCALE: AS NOTED GDt1NTY '�
REVISIONS DATE: FILE NO.
ENGINEER COUNTY RECOMMENDED - WILLDAN DATE: GEOI2� : LEN HOE: VERT: FOR:WILLIAM LYON H®ME5 W.V. J�) Ci��i.
No-ttedi Mar 07,'2006 - 9,,53am By: r ketty DwGr P..\3168LOOIB4vg1pr5tO9D97,t ."
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35SHTS.
FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL
OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
jDA EBY
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83
C6
TAIiiiii
+
03
Nil
Lo
J5, 00,
69%1
3, 151
3..
J5. 00,
ESS/
89-5945v
35.00'
n
3500'
Lin
00 in
— — — — — — — — — — — — —
li
IN
PROPOSED T.D. 13'RT
STREET IMPROVEMENT PLANS
a
t2
ad
+
Azi,
SUITE 300
CAJALCO EXPIll ABOUT 4.7 MI (7.6 KM) NORTH OF PERRIS, GO WEST
wBw
20
MORENO VALLEY, CA 92553
ON CAJALCO RD. AND fXPl FOR 3.3 Ml (5.3 KM) TO ALEXANDER ST.
SCHEDULE
undoil
sorivico Alor
Call: TOLL FREE
1-800
227-2600
7WO WORIONG DAYS BEFORE YOU DIG
Ol
a
354 TA
83
Lf_NJJ
TAIiiiii
+
03
Nil
Lo
J5, 00,
69%1
3, 151
3..
J5. 00,
ESS/
89-5945v
35.00'
n
3500'
Lin
00 in
— — — — — — — — — — — — —
li
22690 CACTUS AVENUE
PROPOSED T.D. 13'RT
STREET IMPROVEMENT PLANS
Azi,
SUITE 300
CAJALCO EXPIll ABOUT 4.7 MI (7.6 KM) NORTH OF PERRIS, GO WEST
wBw
20
MORENO VALLEY, CA 92553
ON CAJALCO RD. AND fXPl FOR 3.3 Ml (5.3 KM) TO ALEXANDER ST.
SCHEDULE
_21'
of No. 23737
Staidec 951.697,8300 stal
B Q_
o
. ..... .. .. ...
17+00
a.,,4 (, 0?
Exp. 12/31/07
18+00
19+00
20+00 21+00
undoil
sorivico Alor
Call: TOLL FREE
1-800
227-2600
7WO WORIONG DAYS BEFORE YOU DIG
CURVE DATA
NO.
354 TA
83
Lf_NJJ
TAIiiiii
oA
90-00,750
J5, 00,
54,98'
J5. 00,
ESS/
89-5945v
35.00'
54.98'
3500'
PERMIT HAS BEEN ISSUED
2/_hffL
— — — — — — — — — — — — —
li
22690 CACTUS AVENUE
285.00'
STREET IMPROVEMENT PLANS
Azi,
SUITE 300
CAJALCO EXPIll ABOUT 4.7 MI (7.6 KM) NORTH OF PERRIS, GO WEST
wBw
20
MORENO VALLEY, CA 92553
ON CAJALCO RD. AND fXPl FOR 3.3 Ml (5.3 KM) TO ALEXANDER ST.
SCHEDULE
_21'
of No. 23737
Staidec 951.697,8300 stal
B Q_
o
-
00
a.,,4 (, 0?
Exp. 12/31/07
STATION ON THE RIGHT. STANDARD DISK STAMPED LAST 1960.
ROOSEVELT STREET
-
DATE PREPARED: NOVEMBER 2005
35SHTS.
FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL
OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
jDA EBY
CAG
CURVE DATA
NO.
354 TA
RADIUS
Lf_NJJ
TAIiiiii
oA
90-00,750
J5, 00,
54,98'
J5. 00,
ESS/
89-5945v
35.00'
54.98'
3500'
17+88.83 BCR
WILDWOOD GREEK ROAD
SEE SHEET NO. 12
DATED: 0212JI2005
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1976, AS INSTRUMENT NO. 190539 OF
oFrfi?1.w Rrrnpns
"1". 11 n1n1 n111
EXISTING MAJOR FLOW SWALE
va
mI GROUND
SECTION B -B
GROUTED RIP RAP
FROM STA: 16*1700 TO STA- 18*50.00
N. TS.
CONSTRUCTION NOTES
(D CONSTRUCT 0.33' A.C. OVER 0,50' A.B.
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO 200
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO 205
CONST 6" AC BERM PER RIV COUNTY STD. 212
CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 401
CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A
9 CONST CROSS—GUTTER PER J2QLV_7Y OF RIVERSIDLjLAIiii NO. 209
. ..........
�INSTALL INSTALL GROUTED R41- Ill 1i hl" T81'CK; PER DETAIL ON SHEET 20
SEAL—COUNTY
COUNTY OF RIVERSIDE
SEAL
BENCHMARK:
TRA Q T NO. 29622-3 AF#050004
SHEET NO.
NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING
TRANSPORTATION DEPARTMENT
ESS/
STANTEC CONSULTING INC.
U.S.N.G.S. 6ENCH94RK DESIGNATION -LAST 1960 STANDARD DISK SET IN
ROCK OUTCROP ELEVATION. 1635.33, DATUM NAVl TO REACH THE
COUNTY OF RIVERSIDE
PERMIT HAS BEEN ISSUED
cj
APPROVED BY:
li
22690 CACTUS AVENUE
STATION FROM THE JUNCTION OF STATE HWY. 215, CAJALCO RD. AND
STREET IMPROVEMENT PLANS
Azi,
SUITE 300
CAJALCO EXPIll ABOUT 4.7 MI (7.6 KM) NORTH OF PERRIS, GO WEST
wBw
20
MORENO VALLEY, CA 92553
ON CAJALCO RD. AND fXPl FOR 3.3 Ml (5.3 KM) TO ALEXANDER ST.
SCHEDULE
IN 33950
of No. 23737
Staidec 951.697,8300 stal
FUTURE T.C. I L T
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
00
a.,,4 (, 0?
Exp. 12/31/07
STATION ON THE RIGHT. STANDARD DISK STAMPED LAST 1960.
ROOSEVELT STREET
-
DATE PREPARED: NOVEMBER 2005
35SHTS.
FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL
OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
jDA EBY
/d/
�Jl TH.M: DATE:
Civil
$TA. 17+25W TO STA. 23+29.76
PREPARE 37
By R.C.E. NO. 237
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND
CL
OF
'Ou NW
REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK
APPIR. DATE
OF I
REVISIONS
ENGINEER
COUNTY
Z
�T ��CK�U DATE: 08/03/06
LF OR: 1 40' VERT:
IFOR: WILLIAM LYON HOMES
W.O.
I FILE NO OU
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o
V.C.
200.00
�0_0 �5�6V94
Z)
+
ai Vy
coo �vc
ci
to)
FUTURE F. S. @ CIL
22+25.
(3
+ "NO
Q)
U
ti
+
Lo
Lin 41
IN + ICN
CNN
1580 c)
..... .. .... 777-
11111____� .. . .. .... .
LFFr
EXISTING GROUkD I G.L.
+
+ LO GRADE TO MEET
+ + U`) In
L-jCay U)tit
+ t2 IJ (Z)t6
U1 r<
Q, 1586
4,
JAC)
7--
CIL
^nA nr 7� errrr 1111,x 1^ N
am
N
RETAINING WALL PER
ROUGH GRADING PLAN
IROTECT IN
POLE
4cE�l
Liz
40' 0 40'
SCALE IN FEET
30' WIDE ROAD EASEMENT DEDICATED FOR
PUBLIC USE RECOREDED DECEMBER Ill
1976, AS INSTRUMENT NO. 190539 OF
oFrfi?1.w Rrrnpns
"1". 11 n1n1 n111
EXISTING MAJOR FLOW SWALE
va
mI GROUND
SECTION B -B
GROUTED RIP RAP
FROM STA: 16*1700 TO STA- 18*50.00
N. TS.
CONSTRUCTION NOTES
(D CONSTRUCT 0.33' A.C. OVER 0,50' A.B.
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO 200
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO 205
CONST 6" AC BERM PER RIV COUNTY STD. 212
CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 401
CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A
9 CONST CROSS—GUTTER PER J2QLV_7Y OF RIVERSIDLjLAIiii NO. 209
. ..........
�INSTALL INSTALL GROUTED R41- Ill 1i hl" T81'CK; PER DETAIL ON SHEET 20
Piottpd- Aua 03. 2006 - 9:34am Rv- swoodard DWG' P.\ ;1 AR1 nf)\ nWr\ PF?qTnn77_,,,_1 ll,,nF; Awn
SEAL—COUNTY
COUNTY OF RIVERSIDE
SEAL
BENCHMARK:
TRA Q T NO. 29622-3 AF#050004
SHEET NO.
NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING
TRANSPORTATION DEPARTMENT
ESS/
STANTEC CONSULTING INC.
U.S.N.G.S. 6ENCH94RK DESIGNATION -LAST 1960 STANDARD DISK SET IN
ROCK OUTCROP ELEVATION. 1635.33, DATUM NAVl TO REACH THE
COUNTY OF RIVERSIDE
PERMIT HAS BEEN ISSUED
APPROVED BY:
li
22690 CACTUS AVENUE
STATION FROM THE JUNCTION OF STATE HWY. 215, CAJALCO RD. AND
STREET IMPROVEMENT PLANS
SUITE 300
CAJALCO EXPIll ABOUT 4.7 MI (7.6 KM) NORTH OF PERRIS, GO WEST
wBw
20
MORENO VALLEY, CA 92553
ON CAJALCO RD. AND fXPl FOR 3.3 Ml (5.3 KM) TO ALEXANDER ST.
SCHEDULE
IN 33950
of No. 23737
Staidec 951.697,8300 stal
CONTINUE WEST ON CAJALCO RD. FOR 025 A41 (0.40 111 TO THE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
Exp. 6/30/08
a.,,4 (, 0?
Exp. 12/31/07
STATION ON THE RIGHT. STANDARD DISK STAMPED LAST 1960.
ROOSEVELT STREET
-
DATE PREPARED: NOVEMBER 2005
35SHTS.
FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL
OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
jDA EBY
/d/
�Jl TH.M: DATE:
Civil
$TA. 17+25W TO STA. 23+29.76
PREPARE 37
By R.C.E. NO. 237
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND
CL
OF
'Ou NW
REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK
APPIR. DATE
OF I
SCALE
REVISIONS
ENGINEER
COUNTY
RECOMMENDED WDAN DATE:
�T ��CK�U DATE: 08/03/06
LF OR: 1 40' VERT:
IFOR: WILLIAM LYON HOMES
W.O.
I FILE NO OU
Piottpd- Aua 03. 2006 - 9:34am Rv- swoodard DWG' P.\ ;1 AR1 nf)\ nWr\ PF?qTnn77_,,,_1 ll,,nF; Awn