939f_sppGENE -RAL MOTES
OWNER/APPLICANT
1. IT SR4LLL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR
-
TO APPLY TO THE RNERSIDE COUNTY TRANSPORTATION DEPARTMENT PERMIT
TOPOGRAPHY SOURCE:
SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN
MEF HOMES LLC
PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO
THOSE SHOWd ON THE RECORD EWMED ARE iND07�0CrcWH THEIR APPROXIMATE
BE RESr"ONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT
SUITE 102
S. CCA
EAPORCtr',0 TAL RECULA77ONS DURING, THE LIFE OF CONSTRUCTION
NEWPORT BEACH, CA 92660
ACTNIT1_S FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY
N'LY/W'LY
BE REG,UiRED.
R/W
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
S.F.
€ARK AREA, AND RELOCATION COSTS OF" Au EXIS77NG UTILITIES. PERMITTEE
10.EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS
MUSr b'FoRd COUP,7Y OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR
SOILS ENGINEER
TO SEGGVNING OF CONSTRUCTION. PHONE.• (909) 855-6885
LEGAL DESCRIPTION:
3. THC L,EVELGPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY
SAWCUT 1' MIN. INTO
STANlL,,Y0 NO. 816.
EXIST. PAVEMEMENT
4. ALL WORK SHALE. CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
PARCEL 3, OF PARCEL MAP 27285
TRANSPORTATION DEPARAIENT IMPROVEMENT STANDARDS AND SFtCIFiCATIONS,
SPeerF1;.:.¢J7Oi S.
LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
11. I,__TAL' STREET TREES IN ACCLReAJCE VVITH ORTNFrWCE NO, 460 AND 499, ALNUS RHOWIFOLIA
TO Aln.-Y THE COVERS OF THE LI ILR7ES OR STRUCTURES CONCERNED
=, PAS
5, 1T S ULL 6E THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO
(GONG' R, -Ulf. TREE).
i
INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY
12, ST-tEET BIGHTS SHALL BE INSTALLED IN ACCORDANCE MIN THE APPROVED STREET
RIVERSIDE COUNTY.
COLD PLANE WITH
0.10' MIN THICK
/�— AC OVERLAY
ORDINANCE NO. 467.
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PNCE PRIOR TO
PAVING THE STREET; INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, OVERLAY JOIN DETAIL
WATER, ELECTRIC, GAS; STORY OiWNS.
7. CURE+ DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND NOT TO SCALE
CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207
AS DIRECTED IN THE FIELD.
OWNER/APPLICANT
8, T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL
-
A.IAi;IMIN ALL CONSTRUCTION, REGULATORY. GUIDE AND WARNING SIGNS WITHIN
TOPOGRAPHY SOURCE:
THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE
MEF HOMES LLC
TRA,aLLUNG t-UBUC AND WORKERS UNTIL THE FINS. COMPLETION AND ACCEPTANCE OF
THOSE SHOWd ON THE RECORD EWMED ARE iND07�0CrcWH THEIR APPROXIMATE
THr PA'OJECi BY THC COUNTY. A TRAMC CONTROL PLAN MUST BE SUBMITTED FOR
SUITE 102
S. CCA
REVIETS' AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT
NEWPORT BEACH, CA 92660
9. ;LL STREET SECTONS ARE TENTATIVE. ADOMONAL SOIL TESTS' SHALL BE TAKEN
N'LY/W'LY
At-7iR ROUG,4 GRADING TO DEiE:RmINE THE EXACT STREET SECTION REQUIREMENTS.
R/W
USE S -i iWDz4. 0 NO, 401 IF EX'PANSIVE SOILS ARE ENCOUNTERED.
S.F.
4� INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO, 816.
10.EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS
PROJECT SITE
SOILS ENGINEER
FOLD Cwr1G PL3CEU&17` OF THE A.SPi4LT SURFACING. FOG SEAL & PAINT BINDER SHALL BE APPLIED
LEGAL DESCRIPTION:
AT A ic-rTE OF 0.05 AND 0.03 GALLONS PER SOUARE YARD RESPECTIVELY ASPHA477C
CONSTRUCT CENTERUNE MONUMENT PER COUNTY OF RIVERSIDE STANDARD • NO. 901.
6,
EMULSION St.'ALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD
PARCEL 3, OF PARCEL MAP 27285
2712 DOW AVENUE, SUITE 6
SPeerF1;.:.¢J7Oi S.
x
11. I,__TAL' STREET TREES IN ACCLReAJCE VVITH ORTNFrWCE NO, 460 AND 499, ALNUS RHOWIFOLIA
TO Aln.-Y THE COVERS OF THE LI ILR7ES OR STRUCTURES CONCERNED
..ALOE?), LIQUIOEMBAR STYRr.CIFL UA (AMERICAN .SWEET GUA4) & KOELREUTERIA SIPINNATA
--
(GONG' R, -Ulf. TREE).
OF PARCEL MAPS, RECORDS OF
E
12, ST-tEET BIGHTS SHALL BE INSTALLED IN ACCORDANCE MIN THE APPROVED STREET
RIVERSIDE COUNTY.
LIGfT ING PLl°l.
xmx
20 C S7RUCT CAC 1 PER R.C.F.C.&WC,D STD. DWG td0 CB10D ,_t
13 AS VETEn'.AIINE0 BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE
2
EA
AS A wiNtAi 'A FOG? ROAD 144PROVEWENTS TO CENTERLINE, AND UAY BE REQUIRED TO YP.
DRY UTILITY TRENCH
RECOhtiTRUCTEXlti7ING PAVEMENT. INCLUDING BASLE, AND MATCHING OVERLAY GAS,
TEL., CABLE AND ELEC.
REQUL4EO TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC
--
INDEX.
L. F.
14. ONLY ",VDSC+PING CONSIS77NC OF GRASS AND PARKWAY TREES MAY BE INSTALLED
--
M70N PARK:MYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE
LF,
PL -,NS. ALL OTHER TYPES OF LAP,'DSCAPING 1N THESE AREAS, AND ALL LANDSCAPING
--
ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL
EA.
LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS
--
RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENT" DATED JUNE
C.Y,
1990.
15. ANY PRrdATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION
ONLY BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF 7740SE
N'LY/W'LY
PR,'IATE FACIU77ES 15 IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY
RjW
TR. IVSPcORTAITON DEPARTMENT
73
-
16. 2) CONSTs7UCTC4 PROJECT; T1 -„AT DISTURB MORE ThAN &iC ACRE UbST 06TAIN
CONSTRUCT TEMP DRAIN PIPE & RISER PER DETAIL SHEET 9
A TATrt:4W , t1LLUT.-AT O;SChA ^E ELtANN,IX V STSTEU (NPVES) PER;:r'!T. OBITSIMI LOPERs
PROJECT SITE
28 INSTALL TRAFFIC TYPE F' DELINEATORS PER CALTRANS STD. PLAN
ARL` REQUIRED TO FILE A NOTICE Cif- INTENT (NOI) WITH THE STATE WATER
4
6'
RESOURCES CONTi,,OL BOARO (.SK—ACB) &M PREPARE A STORM WATER
135
S/'
POLLU710N P:4EVE, TMON PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE.
I
sr) PRiO+^e TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY
--
k4TT;W k COPY OF THE NOT WITH A VAUD WDIO NU€DER.
*ROADWAY EXCAVATION" -PROJECTS WITHOUT A GRADING PLAN
y 7hc" DEbTLCPER SiWA BE FOR THE INSTALLARON OF ADOMOW,9L SIGNS AND
--
C.Y.
kl KA ;3 Av, INCLUDED IN THE SGNiNG AND Si3PM PLAN IrRM THE PRDIECT AROR
67
--
Oil koT rM" AW4,Edr TO TRE PRO'ECT ROUMkRJES, UPON THE IrvOUEST OF THE DIRECTOR
ASPHALT EMULSION
10
OF ' ' F4,,;PO ,'ATJON CR HIS IJL"sA;eIEE TO N PRObt r AFRO s"�� Gid W RfI�DS UNDER THE
�
INSTALL 100 WATT 9,500 LU., L.P.S. ST. LIGHT PER RIV, CO. STD. NO. 1000
JUr ci 7,1 JJlr M DEVELOPER.
--
EA
(SEE STREET LIGHT PLAN)
TYP. DRY UTILITY TRE
CH
18, C, i, t0i� S70RdN-Jfx' JN P1PL'S/CULV„R7S (h5H THER TO BE C01 CIED TO, aTENI E , ADJUSTED,
GAS: TEL., CABLE AND ELEC.
L?U.r i T0: oP JUST IN THE at?OJECT VryATO ILLIST BE REPAIRED, A DIOR CLEAND69 TO MAKE
6
Luh`.'i"r,CrviLcAVD ACC(E}P/[TA&F ASryD(:RECITED THE4N_ DEPART E'NT
(SEE STREET LIGHT PLAN)
pEry+Y
[[rliCl'',$$t pTyARON
4�TYla. T_.�i%iSr b'v 6�ii��i/V6ili fb.5 t21@4'eyi{A:_Ti Slil {EY".i1V9B f, [,i
/Nw�,-ALL ONE SIRe`EI” TREE ON EAG,H LOT AND 7140 STREET TREES
ON THE CORNER LOTS, THE TREES ShAiL BE LOCATED AT LEAST
4' FROM SIDEWALK, CURBS AND W&LS AND 10' FROM DRIVEWAYS
APO CORNET'{ SETBACKS, IF THE PARRBAY 1S 10' OR LESS, TREES
S4a,LL BE LX.ATED V ON THE FRONTING PRIVATE PROPERTY,
7
2X 2
FROM STA. 53+72.74 TO NEWPORT ROAD
N,T.S
RIVERSIDE COUNTY STD. NO. 102
AC,= J" OVER A8.= 4'
T.I. = 7.5, PREL R VALUE = 70
w_
a
JIM
r'
8E
2�
22X
Ill Y/W'LY
R/W
PROJECT SITE I�
XWA
TYP. DRY UTILITY TRENCH
GAS, TEL., CABLE AND ELEC.
SIL Y/ETY
N.T.S.
RIVERSIDE COUNTY STD, NO. 102
AC.- 3' OVER AB,= 4'
T.I. 75, PREL, R VALUE = 70
UNDERGROUND DERGRO STRUCTURES
OWNER/APPLICANT
a
-
DEVELOPERS
TOPOGRAPHY SOURCE:
m
m
MEF HOMES LLC
ARROWHEAD MAPPING
THOSE SHOWd ON THE RECORD EWMED ARE iND07�0CrcWH THEIR APPROXIMATE
1000 DOVE STREET 100
SUITE 102
S. CCA
66'
NEWPORT BEACH, CA 92660
32'
7
2X 2
FROM STA. 53+72.74 TO NEWPORT ROAD
N,T.S
RIVERSIDE COUNTY STD. NO. 102
AC,= J" OVER A8.= 4'
T.I. = 7.5, PREL R VALUE = 70
w_
a
JIM
r'
8E
2�
22X
Ill Y/W'LY
R/W
PROJECT SITE I�
XWA
TYP. DRY UTILITY TRENCH
GAS, TEL., CABLE AND ELEC.
SIL Y/ETY
N.T.S.
RIVERSIDE COUNTY STD, NO. 102
AC.- 3' OVER AB,= 4'
T.I. 75, PREL, R VALUE = 70
UNDERGROUND DERGRO STRUCTURES
OWNER/APPLICANT
-
DEVELOPERS
TOPOGRAPHY SOURCE:
ALI. U?,DERGROUND U77LMES OR STRUCTURES REPORTED BY THE GWvER OR OTHERS AND
MEF HOMES LLC
ARROWHEAD MAPPING
THOSE SHOWd ON THE RECORD EWMED ARE iND07�0CrcWH THEIR APPROXIMATE
1000 DOVE STREET 100
SUITE 102
S. CCA
LOC4TON ANO JIT. THE G*' Ek BY ACCEPitNG T'r1ESE PLANS 69 PROCEEDW WITH
NEWPORT BEACH, CA 92660
COL67J
92 24
COLTON CA 92324
WPRO E"S PUI?SaW TrI 7O AGREES TO .A5SUL;E LL '07Y AND TO HOLD
(949) 660-8988
48,730
tWLIE 90A& 84atESS FOTO .ANY LUIZES RESLY.W FROM THE 0(I5nXC OF
S.F.
4� INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO, 816.
UTI fk t`tGOAD Uikf TES OR STRUCIIJRE-3 NOT REPORIED PO 7HE UNDERSIGNED; NOT
1
SOILS ENGINEER
LED AT .AXE THAT REPORTED
ON THE PU C &CORDS a aNINV,
LEGAL DESCRIPTION:
a? ci F:u°V Gd REcOA'DS ExweN D TcIE CONT`ICTOR tS REOURED TO TAKE DUE
CONSTRUCT CENTERUNE MONUMENT PER COUNTY OF RIVERSIDE STANDARD • NO. 901.
GLO84L GEO-ENGINEERING, INC.
PRP_( IT6 kqY MEASURES TO PROTECT THE URL niES ES OR ST:AIMRES SHOW AND ,ANY
PARCEL 3, OF PARCEL MAP 27285
2712 DOW AVENUE, SUITE 6
OTr`t'E t-, LITES 04 S-fA CTT iZS FOUND AT THE SITE IT S'Wl BE THE CONIRA,CTORS
AS PER PARCEL UAP RECORDED IN
TUSTIN, CA. 92780
TO Aln.-Y THE COVERS OF THE LI ILR7ES OR STRUCTURES CONCERNED
BOOK —, PAGES — -
--
$EPC'f; ` Si :RTING dvRK.
OF PARCEL MAPS, RECORDS OF
--r
L
�vT Il CHANGES USES
tAll-
RIVERSIDE COUNTY.
EA
20 C S7RUCT CAC 1 PER R.C.F.C.&WC,D STD. DWG td0 CB10D ,_t
c,A,ulloia T -YE E.,IGINEER PftLf'4?lA,G THESE PLANS WILL NOT BE RESPONSIBLE
,`L.'?, �"R L-ASL.E FOR, L'NAURIORIZE0 CkVw'GES TO JR USES OF THESE ,CLANS.
ALL "- ,'CES To THE PLoiNS dUST BE IN 4t'RMNG AND MUST BE APPROVED BY
TH:' ;-REPkA ER OF THESE PLATS.
rdE PRiW TE iC r,'tER 9G.R4e4G THESE PLMS IS RES'ONb 466£
FOR A .1 THE .XCIA vCY AND ACCEP-ba-U Y OF THF. CESICIH
HEREON e T,,IC EVENT OF L`;SCREPAN WS W- EPa COUNTY MnOVAL
OR DUA*,'. .,::eiS1T:voliod, IME Rb V�A�YF.a'sre`:;'•AELi SHALL ti`°.LA
RES'ONS liA D� TIE ',-;4,c AN iycc5ef li4aL E _T1s iTION tAw
REMSINO Al ,. x.,=_ FOR ,aPRROVAL 9Y Ti� COUNTY,
ASSESSORS PARCEL NO.
TRACT 28789
357-083-026
357-083-035
357-030-037
M4770AMiL POLLUTION DISCHARGE
EUMINAFION SYSTEM
PERMIT N0. 833JJ00092
REPRESENTATIVE
18195 Mc&1RMOTT F&�ST, SUS
tRVTN , CALIFORNIA
(949 660-8822
�s
00
Y
H
a0
SLY
EXISTING
(GROUND
I
I
1� 18"
R
�Im
S'LY/ELY
R/W
2X
FROM STA. 30+DO.00 TO STA. 49+73.05
N.T,S.
RNV61DE COUNTY STD, N0, 102
A.C.- 3' OVER AB.=4'
T.I. 7,5, PREL. R VALUE = 70
R/W
ZONING AND LAND USE
EXISTING ZONING: S.P. 140-W
PROPOSED ZONING: S.P. 140-W
PROPOSED LAND USE: RESIDEN71AL
EXISTING LAND USE VACANT
SURROUNDING LAND USE. VACANT
TYPICAL SECTION 60°
N.T.S.
ACCESS ROAD
RIVERSIDE COUNTY STD. NO. 106
MODIFIED SEC77ON B' (NO A.C. DIKE)
AC.= 3' OVER A.B.= 4"
T.I. 7.5, PREL. R VALUE - 70
s,. • Nk I y
N.T.S.
WHITE FIR DRIVE, FLAXLEAF DRIVE,
BLUE CEDAR DRIVE & RIM CREEK PATH
RIVERSIDE COUNTY STD. NO. 104A
A.C.= r.3- OVER AB.= 4'
TL = 5.5, PREL. R VALUE = 70
UTILITIES:
WATER : EM.W.D. , 24550 SAN JACINTO STREET
P.D. BOX 858 HEMET, CALIF, 92343 (951) 925-7676
ELEC. S.C.E. 26100
C
RAA 9 (951) 943-8291
TEL VER120N TELEPHONE CO, 1-600-922-0204
CAS.: SOUTHERN CALIFORNIA GAS CO., 3700 CENTRAL AVE
RIVERSIDE CALIF, 92516 (951) 864-9411
SEWER : E.M.WD. , 24550 SAN JACINTO STREET
P.O. DOX 658, h ET C". 92343 (951) 925-7676
SCHOOL DISTRICT
CONTIGUOUS OWNERSHIP:
THE OWNERS REPRESENT THIS TO BE HEIR ENTIRE �Or4 � aS1RfCT
T
CON77G000S OWNERSHIP UNLESS OTHERWISE NOTED.
I SEAL—COUNTY COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
/ APPROVED BY:
fL
ON-SITEOFF-S17E
-a. - �
Sse,°>a 4A;,n
1,120
761
Cali: TOLL FREE
0
1.800
1,894
227-2-300
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO, 205.
rdE PRiW TE iC r,'tER 9G.R4e4G THESE PLMS IS RES'ONb 466£
FOR A .1 THE .XCIA vCY AND ACCEP-ba-U Y OF THF. CESICIH
HEREON e T,,IC EVENT OF L`;SCREPAN WS W- EPa COUNTY MnOVAL
OR DUA*,'. .,::eiS1T:voliod, IME Rb V�A�YF.a'sre`:;'•AELi SHALL ti`°.LA
RES'ONS liA D� TIE ',-;4,c AN iycc5ef li4aL E _T1s iTION tAw
REMSINO Al ,. x.,=_ FOR ,aPRROVAL 9Y Ti� COUNTY,
ASSESSORS PARCEL NO.
TRACT 28789
357-083-026
357-083-035
357-030-037
M4770AMiL POLLUTION DISCHARGE
EUMINAFION SYSTEM
PERMIT N0. 833JJ00092
REPRESENTATIVE
18195 Mc&1RMOTT F&�ST, SUS
tRVTN , CALIFORNIA
(949 660-8822
�s
00
Y
H
a0
SLY
EXISTING
(GROUND
I
I
1� 18"
R
�Im
S'LY/ELY
R/W
2X
FROM STA. 30+DO.00 TO STA. 49+73.05
N.T,S.
RNV61DE COUNTY STD, N0, 102
A.C.- 3' OVER AB.=4'
T.I. 7,5, PREL. R VALUE = 70
R/W
ZONING AND LAND USE
EXISTING ZONING: S.P. 140-W
PROPOSED ZONING: S.P. 140-W
PROPOSED LAND USE: RESIDEN71AL
EXISTING LAND USE VACANT
SURROUNDING LAND USE. VACANT
TYPICAL SECTION 60°
N.T.S.
ACCESS ROAD
RIVERSIDE COUNTY STD. NO. 106
MODIFIED SEC77ON B' (NO A.C. DIKE)
AC.= 3' OVER A.B.= 4"
T.I. 7.5, PREL. R VALUE - 70
s,. • Nk I y
N.T.S.
WHITE FIR DRIVE, FLAXLEAF DRIVE,
BLUE CEDAR DRIVE & RIM CREEK PATH
RIVERSIDE COUNTY STD. NO. 104A
A.C.= r.3- OVER AB.= 4'
TL = 5.5, PREL. R VALUE = 70
UTILITIES:
WATER : EM.W.D. , 24550 SAN JACINTO STREET
P.D. BOX 858 HEMET, CALIF, 92343 (951) 925-7676
ELEC. S.C.E. 26100
C
RAA 9 (951) 943-8291
TEL VER120N TELEPHONE CO, 1-600-922-0204
CAS.: SOUTHERN CALIFORNIA GAS CO., 3700 CENTRAL AVE
RIVERSIDE CALIF, 92516 (951) 864-9411
SEWER : E.M.WD. , 24550 SAN JACINTO STREET
P.O. DOX 658, h ET C". 92343 (951) 925-7676
SCHOOL DISTRICT
CONTIGUOUS OWNERSHIP:
THE OWNERS REPRESENT THIS TO BE HEIR ENTIRE �Or4 � aS1RfCT
T
CON77G000S OWNERSHIP UNLESS OTHERWISE NOTED.
I SEAL—COUNTY COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
/ APPROVED BY:
fL
R/W
10' CONSTRUCT 18' RCP
4' CONSTRUCT 30' RCP
, CONSTRUCT 36' RCP
J I
CONSTRUCT 48' RCP
r? CONSTRUCT 60' RCP
J
CONSTRUCT 66' RCP
CONSTRUCT 72" RCP
TYP. DRY UTILITY CONSTRUCT C.B. PER R.C.TO. STD. NO. 300
TRENCH GAS, TEL., CONSTRUCT LOCAL DEPRESSION PER R,C.T.D. STD. NO. 311
CABLE ELEC.
CONSTRUCT MANHOLE NO. 1 PER R.C.F,C.& W.C.D. STD.
DWG: NO. MH 251
CONSTRUCT MANHOLE NO. 2 PER R.C.F,C.& WC.D. STD.
DWG. NO. MH 252
CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.& W.C.D. STD.
DWG. NO. MH 254
CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.FC.& W.C.D.
STD. DWG. NO. JS 229
CONSTRUCT CONCRETE HEADWALL & WINGWALL PER
C4L7RANS STO. PLAN D90 TYPE A
CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F,C.& WC.D.
STD. DWG. NO. TS .303
CONSTRUCT 1/4 TON RIP -RAP
CONSTRUCT 36' C.S.P. RISER (14 GUAGE)
CONSTRUCT CONC. COLLAR PER R.C.F.C.D.& WC.D. SID. 803
QUANTITY
R.C.F.C.D R.C.T.D.
34 387
- 434
140
581 -
770 -
1999 -
1510 -
9
1 -
9 -
4
9 -
2 -
3 -
100 -
1 -
1 -
ENCHA�ARK: SCHEDULE *K - I�
COUNTY OF RIVERSIDE
2.2 MILES SOUTH ALONG MUMETA ROAD FROG& TK CATHOLIC ; STREET IMPROVEMENT PLANS
CHURCH IN SUN CITY 0.15 mUs FROM THE NITERSECIM OF
MURRIETA ROAD AND MY61ORT ROAD, 246 FEET EAST OF MURRVA j
ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' TRACT NO. 287$7
EUCALYPTUS TREES TOP OF A S X V X 6' ROCK IN THE MOUND ;
OF ROC( a' x 15' x 30' SET A BRASS Disc DATE' 1970 DETAILS, NOTES & QUANTITES
ELEVAIION ®1439.662
_ ------.--------- SCHEDULE
CALEc — `.—..--
HDR: VERT: (FOk M.U.1 OMM N�
LLC W.O. COUNT
� FIVE
UNIT
LF,
LF.
LF.
LF.
LF.
LF.
LF.
EA.
EA
EA.
E.A.
EA.
FA
EA
C.Y.
EA.
EA.
SHEET NO.
2
OF 11
ON-SITEOFF-S17E
ia- 0,33' A.B. CLASS d 275,150 SF & 62,254 SF OFFSITE
CONSTRUCT 0.25' AC. OVER ( )
4.953
3,363
1,120
761
A.C. TON
A.B. C. Y.
2�- CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.
9,350
1,894
L.F.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO, 205.
0 -CONSTRUCT SIDEWALK PER COUNTY OF RIVERSOE STANDARD NO, 400.
48,730
5,497
S.F.
4� INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO, 816.
9
1
EA
SO- CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A
17
CONSTRUCT CENTERUNE MONUMENT PER COUNTY OF RIVERSIDE STANDARD • NO. 901.
26
4
£A
0 -CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209.
3,308
--
S, F.
Pt CONSTRUCT BARRICADE PER R7✓, CO STD. NO, BID.
239
--
LF.
12r CONSTRUCT ASPHALTCONCRETE DIKE PER RIVERSIDE COUNTY STD. NO. 212
--r
140 LF,
(/3 CONST•CpMM6'R/ClAL OR%fli`✓• AA9®A:Psi4CN�EQRly. a0, 5TO AIB. 9074
EA
20 C S7RUCT CAC 1 PER R.C.F.C.&WC,D STD. DWG td0 CB10D ,_t
���
2
EA
WITH APPROPRIATE LOCAL DEPRESSION PER R.C.T.D. STD. DWG. NO. 311
21 INSTALL 18' R.C.P. (SEE PROFILE FOR D -LOAD)
--
85
L. F.
22 INSTALL 24" R.C,P. (SEE PROFILE FOR 0 -LOAD)
--
115
LF,
23 CONSTRUCT MANHOLE NO. 1 PER R.C.F,C.&WC.D. 57D. DWG. NO. MH251
--
I
EA.
24 INSTALL 1/4 -TON RIPRAP, 3' DEEP, WITH MIRAR 70OX FILTER FABRIC OR EQUIVALENT
--
8
C.Y,
12' SAND FILTER PER NICOLN 70/12
25 CONSTRUCT HEADWALL PER CALTRANS STD. PLAN D89
--
1
EA
0—INSTALL STREET TREES (PER LANDSCAPE PLANS)
73
-
FA
CONSTRUCT TEMP DRAIN PIPE & RISER PER DETAIL SHEET 9
28 INSTALL TRAFFIC TYPE F' DELINEATORS PER CALTRANS STD. PLAN
--
4
EA.
29 S4WCUT AND REMOVE EXISTING A.C. PAVEMENT PER DETAIL HEREON
135
--
LF.
U77LITY TRENCH
6,348
--
LF,
*ROADWAY EXCAVATION" -PROJECTS WITHOUT A GRADING PLAN
6,246
--
C.Y.
INDIVIDUAL LOT DRIVEWAYS PER PRECISE GRADING PLAN
67
--
EA
ASPHALT EMULSION
10
2
IONS
INSTALL 100 WATT 9,500 LU., L.P.S. ST. LIGHT PER RIV, CO. STD. NO. 1000
14
--
EA
(SEE STREET LIGHT PLAN)
INSTALL 200 WATT, 22,000 LU., LAS. ST. LIGHT PER RIV CO. STD. NO. 1001
9
6
EA
(SEE STREET LIGHT PLAN)
R/W
10' CONSTRUCT 18' RCP
4' CONSTRUCT 30' RCP
, CONSTRUCT 36' RCP
J I
CONSTRUCT 48' RCP
r? CONSTRUCT 60' RCP
J
CONSTRUCT 66' RCP
CONSTRUCT 72" RCP
TYP. DRY UTILITY CONSTRUCT C.B. PER R.C.TO. STD. NO. 300
TRENCH GAS, TEL., CONSTRUCT LOCAL DEPRESSION PER R,C.T.D. STD. NO. 311
CABLE ELEC.
CONSTRUCT MANHOLE NO. 1 PER R.C.F,C.& W.C.D. STD.
DWG: NO. MH 251
CONSTRUCT MANHOLE NO. 2 PER R.C.F,C.& WC.D. STD.
DWG. NO. MH 252
CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.& W.C.D. STD.
DWG. NO. MH 254
CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.FC.& W.C.D.
STD. DWG. NO. JS 229
CONSTRUCT CONCRETE HEADWALL & WINGWALL PER
C4L7RANS STO. PLAN D90 TYPE A
CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F,C.& WC.D.
STD. DWG. NO. TS .303
CONSTRUCT 1/4 TON RIP -RAP
CONSTRUCT 36' C.S.P. RISER (14 GUAGE)
CONSTRUCT CONC. COLLAR PER R.C.F.C.D.& WC.D. SID. 803
QUANTITY
R.C.F.C.D R.C.T.D.
34 387
- 434
140
581 -
770 -
1999 -
1510 -
9
1 -
9 -
4
9 -
2 -
3 -
100 -
1 -
1 -
ENCHA�ARK: SCHEDULE *K - I�
COUNTY OF RIVERSIDE
2.2 MILES SOUTH ALONG MUMETA ROAD FROG& TK CATHOLIC ; STREET IMPROVEMENT PLANS
CHURCH IN SUN CITY 0.15 mUs FROM THE NITERSECIM OF
MURRIETA ROAD AND MY61ORT ROAD, 246 FEET EAST OF MURRVA j
ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' TRACT NO. 287$7
EUCALYPTUS TREES TOP OF A S X V X 6' ROCK IN THE MOUND ;
OF ROC( a' x 15' x 30' SET A BRASS Disc DATE' 1970 DETAILS, NOTES & QUANTITES
ELEVAIION ®1439.662
_ ------.--------- SCHEDULE
CALEc — `.—..--
HDR: VERT: (FOk M.U.1 OMM N�
LLC W.O. COUNT
� FIVE
UNIT
LF,
LF.
LF.
LF.
LF.
LF.
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EA.
EA
EA.
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twL"LtAFDRIVE n— r,uicmc v.r n u' s r nvca n TV e a rJ eci u (6-�—CC STRWT CURB WP PER COUW OF RNVWE STMa4RD W 403. CASE A
v
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imh=WiR
SCHEDULE "A" - IP#020099 SHM NO.
COUNTY OF RIVERSIDE
STREET IMPROVEMENT PLANS
TRACT NO. 28787 3
FLAXLEAF DRIVE
FROM STA. 11+0()A7 TO STA 20+00.91
FM M -EF FRES, LLC W.O. W elo
3m
Is
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Call: TOLL FREE
— a0 )
227 -2F,00
rveo WTI JNC DAYS SFIGAE YOU
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" T A.SSUi,tFl;� THE ACi.Ebr ``-Y rt�•D CEi�T17kLf1Y GF' Yesf J SlGt,
IN TWE EVt.NT JF i7t�aCtF�''a'CIERlflT CGkCFf kPPliDVAI
Dae ?U�iPdu COHSTi3ilGPitd THE PrTYdATE E1dG)NEER Stl �ti
R 5'OIdSIDf E FGR DiiEF rh" 4 AN � CEPTABiE SGL T 0 � 9
R V."�lP THE PtAa3d FOfe &�f�ROV&. 3f THF: COUNTY,
18` STORM DRAIN, UNE -A-
SHEET
SHEET 2 OF 10, STORM DRAIN PLANS
RCFCD DWG. NO, 4-810
if
A� Tld4G'T
,o
48 �� `'cJIG-
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49 IN k ry
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F6
FUTURE IMPROVEMENTS
FUTURE RIGHT-OF-WAY 1.
�� C)i
es
26' STOW CAM WSW
W v' �
10 R.GF.G d' IY.C.O. �
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[x75.69' 15.00' ZZ00'
S
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sem' s�e7 aee 9
32' JY 12'
Ili!
111ip
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FUTURE IMPROVEMENTS
Irl I -"FUTURE RIGHT-OF-WAY
ILII
60' STORM DRAIN, UNE B'
SHEET 2 OF 9, STORM DRAIN PLANS
13 RCFCD OWO. NO. 4-809
z ill i
0 29 11 v w 1'7,119 Its E:C � ,a. N I i II i
11+047. MArCHLINE- SEESNEE,rNO, 3 ,0•
FLAXLEAFORIVEB[1/
DRRIM /� �/
CONSTRUCTION NOTES l;fYf 11 1� �I�
Ol -CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS it
?a -CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 6&CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.7� CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. GRAPHIC SCALE
_ 3�- CONSTRUCT SIDEWALIC PER COUNTY OF RIVERSIDE STANDARD NO. 400. o "o ro +o e0
11 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STANDARD NO. 810.
4& INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. -
54.96' 35.tb' I(na,.40n
COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020099 SHEET 140.
TRANSPORTATION DEPARTMENT g7ggT1��� �) �y 2.2 MXES SOUTH ALONG MURRETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE
APPROVED BY: S1G/Gtl�m9O CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF
catWD sr es MURKTA ROAD AND NEWORT ROAD, 248 FEET EAST OF MUR!! TA STREET IMPROVEMENT PLANS
ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO ND TRACT
CT NO. 28787 4
P61S�1' 7P EAST, SL71F C EUCALYPTUS TREES TOP OFA 3' % S' X 8' RCCK IN THE MOUND � I� P1ld !°1'!l (�
Al-ml§2714 OF ROCK 4' X IV X 30' SET A MASS DISK DATE: 1970
No. 22448 0a) 1 ELEVATION - 1430.662 WHITE FIR DRIVE
r�p�Eg ,A / FROM STA. 10+0000 TO STA, 16<40.02
tOTH. DATE: 9-30-06 / _ `�a+Vl��' PREPARED 8 R.C.E N0. 22446 DATE PREPARED: MARCH 2OD3 FROM RAM CRBEKOPARH+01.20OF'rt-- ID• 14-- v-5 .- DATE: �0��®� HQR: 1 " = 4'01 � �� = 4' FOR: M.E.F. HOMES, O..:I..C. 1N.0. 111.E ND. :
)ED - LE ENGINEERING DATFr loom-
-r--!-
--�
MrA
o
now
9J'4590' Re
-%05,
H
53:00'
W45W" 65/6'
_
Sd77'
/
21M'
M75'27' 'vs.
2x07'
J
5AW,
0757'N' 74.31'
57.11'
K
513LO'
1P101R' 1$939'
77.70''
L
49SOO'
17'iO'34• 14859'
74.76'
18` STORM DRAIN, UNE -A-
SHEET
SHEET 2 OF 10, STORM DRAIN PLANS
RCFCD DWG. NO, 4-810
if
A� Tld4G'T
,o
48 �� `'cJIG-
' 9f`
49 IN k ry
12J
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T.C• GRADE A7120' RIGHT
F6
FUTURE IMPROVEMENTS
FUTURE RIGHT-OF-WAY 1.
�� C)i
es
26' STOW CAM WSW
W v' �
10 R.GF.G d' IY.C.O. �
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0 I-
r Q✓ u�, ,,tic
[x75.69' 15.00' ZZ00'
S
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sem' s�e7 aee 9
32' JY 12'
Ili!
111ip
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Illr�
11� i
FUTURE IMPROVEMENTS
Irl I -"FUTURE RIGHT-OF-WAY
ILII
60' STORM DRAIN, UNE B'
SHEET 2 OF 9, STORM DRAIN PLANS
13 RCFCD OWO. NO. 4-809
z ill i
0 29 11 v w 1'7,119 Its E:C � ,a. N I i II i
11+047. MArCHLINE- SEESNEE,rNO, 3 ,0•
FLAXLEAFORIVEB[1/
DRRIM /� �/
CONSTRUCTION NOTES l;fYf 11 1� �I�
Ol -CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS it
?a -CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 6&CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.7� CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. GRAPHIC SCALE
_ 3�- CONSTRUCT SIDEWALIC PER COUNTY OF RIVERSIDE STANDARD NO. 400. o "o ro +o e0
11 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STANDARD NO. 810.
4& INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. -
54.96' 35.tb' I(na,.40n
COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020099 SHEET 140.
TRANSPORTATION DEPARTMENT g7ggT1��� �) �y 2.2 MXES SOUTH ALONG MURRETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE
APPROVED BY: S1G/Gtl�m9O CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF
catWD sr es MURKTA ROAD AND NEWORT ROAD, 248 FEET EAST OF MUR!! TA STREET IMPROVEMENT PLANS
ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO ND TRACT
CT NO. 28787 4
P61S�1' 7P EAST, SL71F C EUCALYPTUS TREES TOP OFA 3' % S' X 8' RCCK IN THE MOUND � I� P1ld !°1'!l (�
Al-ml§2714 OF ROCK 4' X IV X 30' SET A MASS DISK DATE: 1970
No. 22448 0a) 1 ELEVATION - 1430.662 WHITE FIR DRIVE
r�p�Eg ,A / FROM STA. 10+0000 TO STA, 16<40.02
tOTH. DATE: 9-30-06 / _ `�a+Vl��' PREPARED 8 R.C.E N0. 22446 DATE PREPARED: MARCH 2OD3 FROM RAM CRBEKOPARH+01.20OF'rt-- ID• 14-- v-5 .- DATE: �0��®� HQR: 1 " = 4'01 � �� = 4' FOR: M.E.F. HOMES, O..:I..C. 1N.0. 111.E ND. :
)ED - LE ENGINEERING DATFr loom-
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Exp. 6,130/06
0
] m
Exp. 6,130/06
0
PROFILE SCALE.-
HORIZ,
VERT: 10=4'
Undergro nd
'Service rt
011: TOLL EE
1 -ECS€
227-2600
M WY3>TMND DAYS LtFOAE YOU GIF
1440
PlGIVT
DEAF DRIVE
3G 20 w,
0,
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C3J WN AN E?V=CHWNr MW AND/O4MAW
mi SEtd iSS1E�.
THE PRp<ATE ENGINEER S.GMNO THESE PLANS 19 RESPONSIBLE
FON' kSSUAiNO THE ACCURACY AN" ACCLPTISILITY OF THE DEMON
HEREON, IN THE WENT OF DISCRERANCI„S ATTER COUNTY APPROVAL
GR CURING CONSYRUCTION, THE P f(VATE ENGINEER SHALL BE
FESPONTIB E FDR DLYEA4!NINO AN ACCEPTABLE SOLUTION AND
FEVISWO THE PLANS FCk APPROV,. BY THE CGUNTY.
13
1,
m
84
1
28'88
TRACT ' W ° D CIRCLE
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CIRCLE
SEES.D.. PLANS "LINEA°- SHEETNO. Z
fiaW OW. AV. 4-810
�f CONSTRUCT 0.25' AC. OVER 0,33'A48. CLASS 11CONSTRUCT CURB RAAfP PER COUNTY OF RIVERSIDE STANDARD N0. 403, CASE A
2&CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. �7 -CONSTRUCT CENTERUNE UONUAIENT PER COUNTY OF RIVERSIDE STANDARD NO. 901.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.
8�-CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209.
CONSTRUCT SIDEWALK( PER COUNTY OF RIVERSIDE STANDARD NO, 400, GRAPHIC SCALE
11 CONSTRUCT BARRICADE PER COUNTY OF RNERSTOE STANDARD N0. 810. 40 0 20 40 ao
Q4—INSTALL STREET NAME SIGN PER RiIIERSIDE COUNTY STD. NO. 316.
1 wdl=40R
COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE a" - IP#02oo9s Sween NO.
TRANSPORTATION DEPARTMENT S s 22 NUS SOUTH aONO MURReTA ttou� FROM THE caTwauO COUNTY OF RIVERSIDE
APPROVED BY: Tdl$5 %EiSr Sidlf C CHUKH IN SUN CITY 0.13 M6E5 FROM THE INTERSECTION OF
W1jtETA ROAD AkO I�MA+014T ROAD, 246 FEET EAST of uu RIETA STREET IMPROVEMENT PLANS
z,"i ( it l 9271d ROAD, 913 FEET SOUTHEAST OF THE MOST EASTERLY OF Two 16'
�qgJ EifCAL7PN5 TREES TOP OF A Y x 5' x 6' ROCK IN THE MOUND TRACT NO. 29! ®7 5
of ROCK 4' X 93' x 3D` 5ET A BRASS DISK GATE: 9870 GLUE CEDAR DRIVE
ELEVATION a 1419.662
40, 22"G
* 1 FROM STA. 10+00.00 TO STA. 18+91.79
or 0 DATE: � 9-30-05 � PREPARED B —� 7 22446 DATE PREPARED: MARCH 2003 � 11 �,
'Tr�C�OB. R.C.E. NO,
,&1( 10. 1� O5 ve - DATE: It 8, 7.od SCALE: FOR 11.E.F, w0#E5, ILC. W.O. •
1Ff) - RO F ENGINEERING OATFw�R: � _ 4O VERTI 1 = 4'
66 57
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123
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�f CONSTRUCT 0.25' AC. OVER 0,33'A48. CLASS 11CONSTRUCT CURB RAAfP PER COUNTY OF RIVERSIDE STANDARD N0. 403, CASE A
2&CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. �7 -CONSTRUCT CENTERUNE UONUAIENT PER COUNTY OF RIVERSIDE STANDARD NO. 901.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.
8�-CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209.
CONSTRUCT SIDEWALK( PER COUNTY OF RIVERSIDE STANDARD NO, 400, GRAPHIC SCALE
11 CONSTRUCT BARRICADE PER COUNTY OF RNERSTOE STANDARD N0. 810. 40 0 20 40 ao
Q4—INSTALL STREET NAME SIGN PER RiIIERSIDE COUNTY STD. NO. 316.
1 wdl=40R
COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE a" - IP#02oo9s Sween NO.
TRANSPORTATION DEPARTMENT S s 22 NUS SOUTH aONO MURReTA ttou� FROM THE caTwauO COUNTY OF RIVERSIDE
APPROVED BY: Tdl$5 %EiSr Sidlf C CHUKH IN SUN CITY 0.13 M6E5 FROM THE INTERSECTION OF
W1jtETA ROAD AkO I�MA+014T ROAD, 246 FEET EAST of uu RIETA STREET IMPROVEMENT PLANS
z,"i ( it l 9271d ROAD, 913 FEET SOUTHEAST OF THE MOST EASTERLY OF Two 16'
�qgJ EifCAL7PN5 TREES TOP OF A Y x 5' x 6' ROCK IN THE MOUND TRACT NO. 29! ®7 5
of ROCK 4' X 93' x 3D` 5ET A BRASS DISK GATE: 9870 GLUE CEDAR DRIVE
ELEVATION a 1419.662
40, 22"G
* 1 FROM STA. 10+00.00 TO STA. 18+91.79
or 0 DATE: � 9-30-05 � PREPARED B —� 7 22446 DATE PREPARED: MARCH 2003 � 11 �,
'Tr�C�OB. R.C.E. NO,
,&1( 10. 1� O5 ve - DATE: It 8, 7.od SCALE: FOR 11.E.F, w0#E5, ILC. W.O. •
1Ff) - RO F ENGINEERING OATFw�R: � _ 4O VERTI 1 = 4'
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Underground
Servsce Alert
Call: TOLL FREE
1-800
22/-2000
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THE PRIVATE ENCINFER STONING THESE PLANS IS RESPONSIBLE
FOR ASSURING THE ACCURACY AND ACCEPT115111Y OF THE DESIGN
HEREON. IN THE LVENT OF O(SCREPANCIES AFTER COUNTY APPROVAL
LE OR DURING CONSTRUCTON, THE PRIVATE ENGINEER SHALL BE
fi RESPONSIB41 FOR DDERMINING AN ACCEPTABLE SOLUTION AND
y REVISING THE PLANS FOR AFPROWL BY THE COUNTY
12-k00
13-x-00 14*00 75*00 15-!-00 7/f 00 16-bou 19f-00 zU*UU L7 *UU
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REVISIONS
13 �
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TRACT 28787
PROPOSED SCHOOL SITE
SHEET 5 OF 9, STORM DRAIN PUNS �---�-
RCFCD DWG. NO. 4-809 p; ^� g q
CONSTRI I TION NOTES TRACT l NO. 28786
&CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.
3a -CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400.
�
13
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1-
STREET IMPROVEMENT PLANS
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REVISIONS
13 �
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TRACT 28787
PROPOSED SCHOOL SITE
SHEET 5 OF 9, STORM DRAIN PUNS �---�-
RCFCD DWG. NO. 4-809 p; ^� g q
CONSTRI I TION NOTES TRACT l NO. 28786
&CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.
3a -CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400.
�
13
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STREET IMPROVEMENT PLANS
V J,
TRACT NO. 28787
6
% a j
0
OF SHTS.
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FUTURE SIDEWALK
CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD N0, 901.
J1 CONSTRUCT BARRICAOE PER COUNTY OF RIVERSIDE STANDARD NO. 810.
CON5T. 1400/,414FR C-OA4MERCIAl— 17RW)f APO'RO63ft/ � CtUNPY
OF 9TVER510,5 s rO. N®. -207A.
1
L -COUNTY COUNTY OF RIVERSIDE SEAL
TRANSPORTATION DEPARTMENT
?TO
� Essrp APPROVED 9Y: SffffiMM €axa� M LAT RAWIM LW 9MtWS
18195 McOLbEV077 fl87, MY C
KHALED A. 01111UAN ® MOVE Vtf"M 92716
No. 33950 / ®111
P 7 (® NcXPiRE86 (969) 660-&W
E*p, 6/30J06 KHALED 0TH DATE * 9-30-08 )
} C1VIL �Q �q CIVIL e,�P PREPARED BY: �" 22446
q� \F i ! rFa CAL& '-`i6- % R.C.E. NO.
C / �� "r -� ✓A-,-- DATE: ���
REC6MA9FNf)F17 - OYI F F'NCWFFRINC OATF- y .Inu c w.nu a
BENCHMARK:
2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOUC
CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF
MURRIE1A ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA
ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36'
EUCALYPTUS TREES TDP OF A 3' X 5' X 6- ROFK IN THE MOUND
OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970
ELEVATION o 1439.652
DATE PREPARED: MARCH 2003
SCALE:
HOR: 1 " = 40' VERT, 1 " = 4'
GRAPHIC SCALE
loch =40R
SCHEDLAF %" IP#020099
SHEET N0.
COUNTY OF RIVERSIDE
STREET IMPROVEMENT PLANS
TRACT NO. 28787
6
LA PIEDRA ROAD
FROM STA 10+00,00 TO STA 21+0000
OF SHTS.
me
i
,---
PROPOSED - i C. ORAL E.AT ..32' LEFT
tori ' uc
_2,74 X_ -.mac._
g FURNE" T• C. GRAOi AT 72' RIGHT
50 .... 8 ^ 1450
- -- --_--
L iw% 64. VC. 64.00' VC. -� -t.00t L£F%
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r2! 71 SITE,
ta'
r FUTURE culla GUTTER
SCNoo�" �`�j/ FUTURE RIGHT-OF-WAY
pR ppOSE® i 1 CONSTRUCTION NOTES
m 3 4CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS u
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.
s"' r CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.
STORM DRAM UNE NB'
SHEET 5 OF 9, STORM DRAIN PLANS CONSTRUCT StDEW.vLK PER COUNTY OF RIVERSIDE STANDARD N0. 400.
T 1 RC
FCO wN0. 4-809 �7 -CONSTRUCT CENTERLINE MONUMENT PER COUNT,' OF RIVERSIDE STANDARD NO. 901,
r
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22 O 23Z4 11 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STANDARD NO. 610,
- —�
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RCFCD DWG NO RIGHT-OF-WAY
TO'LIMITS OF GRADING'BE
S
UWAOO BY ROA
MACT NO. 28736 #13o
1 No. 287
91
LA PIED)IM ROAD TRACT
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COUNTY OF RNUMDE AARK-
ISCHEDULE 'A' - IP#020099
APPF04ED BY: MURMETA ROAD AND NEWMT RM, 246 FEET EAST Or WJWVA STREET IMPROVEMENT PLMS,
OF Iw 3r
WALI��� AM ffV=WyIW mom TRACT NO. 28787
_ ROAD
.o-:1.. "z l' •. �. _ .: �. ... .'. A. OT
DATE: ` _.., ,, ,,_FROM STA, 21 +00.00 TO STA 24+31.32"
RECOMMENDED 807T -ENGINEERING TA -T P
-1500-
PROP,
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ff$yy L 1450
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'4' �. TRACT NO. 28757 .1 .v'
PROPOSE® SCHOOL SITE 91 a
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FUTURE CURS & GUTTER CS M Cir M( 15
FUTURE RIGHT -OF -AIA
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-
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owe NO. -809 �tnr FLANS
—� // GRADING PER ROUGH GRADING PLAN TRACT NO. 28789 STORM DRAW, UNE 08-5' & T-6`
SEE 'T1`PICAL SECTION` SHEET 2 SHEET 3 OF
STOW DW~RM
OWNER/DEVELOPER TO MAINTAIN RCFCO 0i6Y, 9N0 49Q9
TEMPORARY INTERIM DITCH
i ,/
14
4 (III II I I
CONSTRUCTION NOTESckz j
1&CONSTRUCT 0.28' A.C. OVER 0.33° A.B. CLASS I7 91 9
(D -CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200./1
CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205.
Td 3a CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400.
Un derground A .4W' V 4VJr
Service Alert i 147N' 7aa7°
&INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816.
� � � �'1J�y®
Coil: iosL FIDE o 1I S 1�b�5' 6&CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. NO. 403, CASE A.
g
I-800 mow, WWI 9) -CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO 90t GRAPHIC SCALE
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STREET IMPROVEMENT PLANS
-
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TRACT NO. 28787EVANS
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FROM 00 TO OD
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ENGINEERM soya DATE:
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PR PDSED %C CrimeDE A r J2' LEfT
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1440 $ 1440
LETT
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{° ° PR PO.S'ED CENTERLINE 8,40E
1440
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RIGHT
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0*00 41-7LOO 42-1-00 4,3'•1-00 44 00 45.1.00 46f00 47-f-DO 48-, 00 4.9*00 50*00 51*00
`' GRATE ASSEMBL Y DET41L
2 N ,�4 BARS WITH 3/B" BO
RIM CRPATH PROPOSED PARK SITE (TYPICAL/ 1/7" X 2"
EEL STRAP
sEE p0T REE7 N 4 L
TRACT NO. 28787 /o'"2D' '
12 UQ W
11 1DE0 IP.i 10 9 7 /5 i 72 AANIAW
m AN AL1E2Y4M APPROVED BY CYTY 1NC/hfER
,'mB •VT' If?" X 11e YAx SLDt GRP 112 'Vr- I/1 DLt
HOLES, JO - /1 • DY CENTER AND STAGO£TIEO
1.0 FT. !N.
B" MIN TO 11" MAX 5 = 1S$
SET fFE S,-ON IN �I 11n,
¢ , T ��R. J" 17
CUNlTE, 6:Y 6" W r.1 51.4 WY/MN P4 gO9 %Q FOO NG ANOTTROW£G �NSiDEh TO ORA/N.
3 LOT 68� 1 B L R� �} 1 ti 'ra> 1 3 ncFcs 0 0600 3 24 • MIN
cn,•� fs' LAN®SCAPL" LOT
D I
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✓° � Q N - £ 4 � Cr 28 2 28 , i 7YP ORCMETHBDOA PRORIEMIN O 8YCKICrOry ENGINEER
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r" ®.,.�-�-�-.� ®� ® 42 6 C k� tr 48 7P5' 9i
®® 4� �� O t 4• 27 INTERIM DRAIN PIPE AND RISER DETAIL
N.IS
45 #7
—
- w� �_ >� s - s. _ _ �� - �y _-_.-_- . -+a • - _. - - - - - - -.- - _ �• y�-4 �-.'
� __ - - _ - = — _ 720 STORM DRAIN, UNE A'
FUTURE IMPROVEMENTS — — — — — — — — — _ -+— _ J I SHEEP 2 OF 7, STORM DRAIN PLANS m
FUTURE R1GNT-OF-YYAY \ ` / — — — — — — ---
RCFCD DWC. N0, 4-870
TRACT NO, 28789 �j rj 66" STORM DRAIN, UNE B' 27 TO R.C.F D. k W.C.D. _4
- - ~� STORM DRAIN EASEMENT
jj rJ SHEET 2 OF 3, STORM DRAINPL4N5
ST U TION TES II RCFCD DWG NO. 4-809
6� o
1 G�'
QT 0.25' A.C. OVER OX' AS, CLASS II TRACT NO. 28790
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RKRSIDE STANDARD NO. 200.
r,A P CURB AND GUTTER JOINTS PER COUNTY OF RKRSND• STANDARD NO, 205. (f
Uncsrground T om' • l5D+t2' ° D-CONSTRUCT STREW" PER COUNTY OF RIS STANt%u?D NO. 400.
Service Afert fc0' rum' r�ca'
Q7 -CONSTRUCT CENTERLINE ' PER COUNTY OF RNERSIiE STANDARD N0. 991.
C9il: POLL FREE c oo' w2d, f�B4' a04'
�_. GRAPHIC SCALE
1-800 t l CONSTR T PEW Rv. CO. STD. NO. 810 aU 0 20 40 w
D ,rOG'' IOT�;�6" P7„c23' dP.$B'
j 227-2600 E� �' 27 CONSTRUCT TEMP. DRAIN PIPE & RISER PER DEPAAL SHEET 9
TWO Me`WYOW 111W M; 2e T TYPE 1® DELWATORS PER CJI.TRW STD. PLA'
SEAL—COUNTY COl1NTY OF RIYERSI®E SCHEDULE "A" - IP#020099 SHEET k0.
�eI j S ---- TRANSPORTATION DEPARTMENT SEAL 12s sOf ALOHo MURRETA ROAD FROM IRE CATHOLIC COUNTY OF RIVERSIDE
ESS! �^ CHURCH * SUH 07TY 0.16 ttKES FROM THE INTERSECT" of
-" D BY: MU TA ROAD AHO HEST ROAD 246 FEET EAST OF MUPJOETA STREET IMPROVEMENT PLANS
Iry ' L42 LA Lei RM, 115 FEET SCtiTtWAST CF THE SIOST EASTERLY OF lw 36'
via /B/ W,, �$' T� a EUOA.LYPM TREES TOP OF A 3' X S' X 6' ROCK IN M MDUHO TRACT NO. '28787 9
'" •'"` - - - KHALEO A. OitikAN 9714 OF ROCK 4' X 1S' X 30' SET A BRASS DISK DATE: 1070 EVANS ROAD
T,EE MWATE E rt kF : ^v TFtES£ rS &E it" iSl No. 33950 �� ®��OA No. 22438 iii ELEYAIOH . 1430.662
LO F } #vSii3 Tnc ;CU x ETIYf THC _ Exp, 6/30/O6 ALED OTHM DATE: C X06 / ® FROM STA, 40+00.00 TO STA. 48+72.76
t �f> L T4 L <r R cc aRTY f cIVTL .� vi �� PREP '/ R.C.22446 DATE PREPARED: MARCH 2903 CF 11 SHTS.
Cwt, tr�r' �. i�ii'Jr`STE a+�+41L � r h�--
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REVISIONS tv 14
C's'- DATE: S s ' FOR: I.E.F. HOMES, LLC. w.0. i
`' _.. COMM NDE - NOINEERINO DATE{
HOR: 1'° = 40 VERT+ 1 = 4 ixE Na.
r —�-- AROPOSEDMP 'OR O 8 - _J2'-LEFTall
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a 8 a _off BL 0.99)r=-10, ; x
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PROPC SED TOR OF CUR& J2' R/0f-Ii
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CONSTRUCTION NOTES
N
t i�_CkISm= 0.25' AC. OWR 0.33' A9. CLM If
n \�j,?4g � /
TPA CT IVO. 28788 �'� ?s � -- cONSMLCT TYPE A -e CM PER CMW of MW&W STAwhw xo. 200.
�/ 7 �� o\ j / CURB GUTTER JOINTS PER CDllNII' OF W.RSIOE STANDARD NO. 205.
PROPOSED 9 �/1 ��1 ��pe V �9ti ry�'ry� G 3Q COh57Rt/CT S10EWALK PER COUYTY OF M R= STANA4A0 No 400.
(D -MALL STREET NAw SIGN PER cmay OF
srmaw No
V 4 06 -CONSTRUCT CURS RAMP PER RUNTY OF RIVERSIDE �SSTTfNAW NO 4031WE A `
Z7. i
�� .CONSTRUCT CROSS -GUTTER PER COUNTY OF RNEMMMSTAWARD NO. 209.
� �' `�,''
TG� \ \20e$��i� ®i -CONSTRUCT CATCH MN PER R.C.T.O, STD. DAC, NO 300 NEWPORTROAD
AND LOCAL DEPRESSM PER STD. DWG. N0, 31I. FIR
> s
3 24' STORM DRAM, LINE f —� q
� \ \� ci'- I 28 ?5 CONSTRUCT DRIVEWAY APPROACH PER RIYER8IDE COUNTY STD, N0. 207 (t7' a7
SEE SHEET NO. 11—� \ ` _ .�ml
J 29� SA CUT AND RMW AC PAWN0 PER DETAtt ON SHT 2 PAW.`
CONSTRUCTLT ETE WRSW C17UNA' STD. NO. �
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2t INSTALL 16' R.C.P. (SEE PROFILE FOR D -LOAD)
22 INSTALL 24' R.C.P. (SEE PROFILE FOR D -LOAD)
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