909aa_sppGENZ-RA Z NOTES
1. IT SHALL BE THE RE5PON5/9/LI7Y OF THE DE11FZ OPER110WNER OR
CONTRACTOR TO APPL Y TO THE R1k1ER5/DE COUNTY TRAN5PORTAT/ON
DEPARTMENT PERMIT SECT/ON, FOR AN ENCROACHMENT PERVIT FOR ALL
WORK PERFORMED W/THIN THE PL79L/C RIGHT -OF -WA y DEDICATED AND
ACCEPTED FOR PUBLIC USE, AND TO BE RESPONS/BLE FOR SATISFACTORY
COMPLIANCE FOR ALL CURRENT EN11/RONMENTAL REGULATIONS DUR/NG
THE LIFE OF CONSTRUCTION AC770111.5 FOR 71-115 PRO✓ECT. ADDITIONAL
STUD/ES AND%R PERMIT5 MAY BE REQUIRED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF
PROPOSED !FORK AREA, ANO REL OCA71ON C05T5 OF ALL EXISTING
UTILIT/E5. PERM171,E MUST INFORM COUNTY OF CONSTRUCTION
SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
PHONE.• 909/275-6885
3. THE DEVELOPER SHALL INSTALL STREET NAME 5IGN5 CONFORMING TO
COUNTY STANDARD NO. 816.
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSYDE
COUNTY TRANSPORTATION DEPARTMENT 1VRR01EVcNT 57ANVAR05 ANO
SPECIFICATIONS LATEST LATEST
COUNTY ORO/NANCE NO. 461 AND
SUBSEQUENT AMENDMENTS.
5. IT SHALL BE THE'RESPONSISIL/7Y OF THE DEVEL OPER TO NOT/FY THE
ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS A5 REQUIRED 19,K
RIkERSIDE COUNTY ORDINANCE NO 461.
6. ALL UNDERGROUNO FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR
TO PAVING THE STREET SECTION INCL UOINO BUT NOT LIMITED TO THE
FOLLOWING.- SEWER, WATER, ELECTRIC, OA5 AND STORM DRAINS.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AN29
CONSTRUCTED ACCORDINO TO COUN7Y STANDARD NO. 207, 45 DIRECTED
IN THE FIELD.
8. ALL STREET SECTIONS ARE TENTATIVE. A29,01710NAZ SOIL TESTS SHALL BE
TAKEN A17FR ROUGH GRAD/NG TO DETERMINE EXACT STREET SECT/ON
REQUIREMENTS: USE STANDARD NO. 401 /F EXPANSIVE SOIL 5 ARE
ENCOUNTERED.
9. "15PHAL TIC EMULSION w (FOG SEAL) SHALL BE APPLIED NOT LE55 THAN
FOURTEEN DAYS FOLL OWING 0ZACcWLN7OF THE A5P11AL T SURFACING
AND SHALL BE APPLIED AT A RATE OF 0.05 GALL ON PER SQUARE YARD.
ASPHAL TIC EMULSION SHALL CONFORM TO 5EC17ON5 37, 39 AND 94 OF THE
STATE STANDARD SPECIFICATIONS.
10. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN
PERCENT.
11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499.
COPANIOR5/5 ANACARDIODES/CAA'ROTWOOO, PYRUS KAWAKAMI/EVERGREEN
PEAR, 17CUS RE7US4 N171DAIINDIAN LAUREL.
12. STREET LIGHTS SHALL BE IN5TALL£D /N ACCORDANCE WITH THE APPROVED
STREET LIGHTING PLAN.
13. AS DETERMINED BY THE TRAN5PORTAT/ON DIRECTOR, THE DEVEL OPER /5
RESPONSIBLE A5 A MINIMUM F019 ROAD IMPROVEMENTS 70 CENTERLINE
AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING
BA5E, AND MATCHING OVERLAY REOUIRED TO MEET THE STRUCTURAL
STANDARDS FOR THE CURRENT .4'55/GNED TRAFFIC /NOE.Y.
14 ONLY LANDSCAPING CONSISTING OF CRA55 AND PARKWAY TREES MAY BE
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENT/AL 57-REE75 WITHOUT
SEPARATE LANDSCAPE PLANS. AZA OTHER TYPES OF LANDSCAPING /N
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREET SHALL
REOU/RE SEPARAIF LANDSCAPE PLANS. ALL LANDSCAPING
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS
REL 477NO TO THE ADM/NISTRAT/ON OF LANDSCAPE ENCROACHMENTS. -
DATED, JANUARY 1990
15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OEVEL OPER TO
INSTALL AND MAINTAIN ALL CONSTRUCT/ON, REGULATORY, GUIDE AND
WARING SIGNS WITHIN THE PROJECT LIMITS ANO /75 SURROUNDINGS AND
TO PROVIDE SAFE PASSAGE FOR TRAVELING P61RZIC AND WORKERS UNTIL
THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE
COUNTY.
16. ANY PRIVATE DRAINAGE FAC/LI77E5 SHOWN ON THESE PLANS ARE FOR
INFORMATION ONL Y. BY SIGN/NC THESE IMPROVEMENT PLANS, NO REVIEW
OR APPROVAL OF THOSE PRIVATE FACILITIES ARE IMPLIED OR INTENDED gr
RIVERSIDE COUNTY 7RAN5PORTA77ON DEPARTMENT.
17. AFTER OCTOBER 1, 1992, CONS1-RUCT/ON PROJECTS THAT OIS7URB MORE
THAN FIVE ACRES MUST OBTAIN A NAT/ONAL POLLUTANT DISCHARGE
ELIMINA170N SYSTEM (NP9E5,) PERM/T. OWNERS/DEVELOPERS ARE
REQUIRED 70 FILE A NOTICE OF INTENT (NOI% W1711 THE STATE WATER
RESOURCES CONTROL BOARD (SWRCBj ANO PREPARE A STORM WATER
POLL U77ON PREVENTION PLAN (SWPPPJ ANO MONITORING PLAN FOR THE SITE
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
BENCHMARK. -
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON
ROAD FROM WEIRICK ROAD; 100' +/- E'LY OF
THE INTERSECTION OF TEMESCAL CANYON ROAD
AND LEROY STREET; 2' +/- W'LY OF P.P.
110175; 4.5' +/- ELY OF THE CENTERLINE OF
A DRAINAGE DITCH; 7' +/- N"LY OF THE N'LY
EDGE OF A CONCRETE CULVERT,- 7' +/- N'LY
OF THE ETW OF LEROY STREET, • 17" +/- W'LY
OF A 5' HIGH CHAIN LINK FENCE CORNER, 73'
+/- SE'LY OF P.P. 120801; 171' ELY OF B.M.
S316, A BRASS DISK STAMPED S316 1935 RESET
1965.
ELEVATION: 907.5180
THE PRIL'ATE ENGINEER SIGNING THESE PLANS IS RESP510145I8LE FOR
ASSOAM40 THE ACCURACY ANO ACCEP"LI7Y OF THE DESIGN HEREON.
IN THE EY£NT OF DYSCREPANCIES ARISING AFTER COUNTY APPROVAL OR
LIMPING 6'6WS7)P11C776W THE PRIVATE ENGINEER SMLL BE RESPONS/8LE
FOR a-fzAw1NING AN ACCEPTABLE sozU77oN ANO RtwslAr THE PLANS DATE BY MARK
FOR APPWOVAL er PIE COUN7r DESIGNED BY: BW
STREET IMPROVEMENT PLANS
TRACT N0. 27944
Jb
C�` lSHEET
JN85'57 41 E 90.90'
YY .1 C
0090.18'
00 /404.75 = 15.47'
00 D 30.92
- 330.00' L=
�A 9 10 44
39 31
�o
41
32
o a00 (�. 36
0 43 A)
iiCa7
3
TfgA C
37 36
S H E E T
D A If L I A D
4 5 6
89'55' " W 457. O
0. l2 74-4
1001 n �N5919 8g
40 �
670.
rF
-91
u
o� T
<N 89'55'39 A.-42'> 3
28
26 s
25
24
7 8 9 10
11
LR, S 0 12
l� ms's 13 \
14
W
15
to `�
16
Q) II
� o
ao
17 c31
01'
?, 84.49'12"W 203
D=02'08 12"
INDEX IWAR R= 04'] ']
T=5..04
L=10.07'j
R/W R/W
so'
40'
10' 20' 20' 6' 4'
? d 03 xK 2:1 0 150 300 600
2% k r 1.7X 1. 2
-
1
DAHLIA DRIVE
COUNTY OF RIVERSIDE STD. 104, SECTION "A"
N.T.S.
TI = 5.5 PRELIM. R VALUE =25
0.25' AC OVER 0.67' AB (CLASS 2)
EXISTING R/W PER TRACT NO. 22335
VARIES 60' TO 70' R/W
30'TO 40' 30'
3' 12' _ 20' I. 6' 1_ 4'
JAMESON STREET
COUNTY OF RIVERSIDE STD. 110, CASE "Y"
N.T.S.
STA. 91+50.90 TO STA. 99+48.61
TI = 5.5 PRELIM. R VALUE = 25
0.25' AC OVER 0.67' AB (CLASS 2)
RECOMMENDED FOR SEAL COUNTY
APPROVAL
11 a/I11,1I'!'►!�d �� OIFESS/pA
1e A i
I No. 33950
DATE: 6�8` *� EXP. 6-30-4
CHECKED BY:J L 2qr� c1v��- o
REVISIONS APPR. DATE ,/ of CAL1F
DRAWN BY: C -/GB CHECKED BY: JWS DATE: rL 9 7
EXISTING 10' DEDICATION TO THE COUNTY OF
RIVERSIDE, RECORDED 11-17-89, INST. NO. 404414.
EXISTING OFFER OF DEDICATION
10' FPER TRACT N0. 22335. R/W
lo' 30'
50'
20'
7 _ 3' L. 12' 20' 6' 4'
1:1 0
MAX 2yg
X 2•.1
JAMESON STREET
COUNTY OF RIVERSIDE STD. 104, CASE B
N.T.S.
STA. 89+32.12 TO STA. 91+50.90
TI = 5.5 PRELIM. R VALUE = 25
0.25' AC OVER 0.67' AB (CLASS 2)
SEAL
NO. 47S67
EXP. 12-31-!!
ClY11.
<N30'40'52'
23
22 <N20'5.
21
R /W
1�
20
V19
18
106.8
41 100.
5' I- 6' _i 0
<N
66'
12' 44' 22'
EXIST. EXIST.
!1.7%
CLAY CANYON DRIVE
COUNTY OF RIVERSIDE STD. 103, SECTION "A"
N.T.S.
TI = 6.5 PRELIM. R VALUE = 25
0.30' AC OVER 0.92' AB (CLASS 2)
REFER TO SHEET 3 OF 32 TRACT 22335 STREET IMP. PLAN
R/W R/W
.i
ASTER COURT & CROCUS COURT
COUNTY OF RIVERSIDE STD. 104, SECTION "A"
N.T.S.
TI = 5.0 PRELIM. R VALUE = 25
0.25' AC OVER 0.54' AB (CLASS 2)
APPRO D BY: 1 DATE:
,TRANSPORTA LON DEPT., RIVERSIDE COUNTY, CA.
IZ:C.E. No. .3.3950 EXP. DATE: 911.301198
PREPARED UND TSE DIRECTION OF:
DATE: • Z7.1
0 LIAM SNELL, R.C.E. 47867 EXP. 12/31/99 SCALE: AS NOTED
DATE: FEB 1997
CONSTR, ICT/ON NOTES & OUA4NT/T/ES
CONSTRUCT -A5: ov,�.............. I.....................
1601 TON
,4e (CLAS✓ 2) /,2 7 -Ye 15 l/Z / ............
1647 Cr
CONSTRUCT TYPE A-6 - CURB & GUTTER PER
ENO CURB RE77MR�V
R/t/£RS/DE COUNTY STD. No. 200 ..............................
..3880 LF
CONSTRUCT CONC SIDEWALK PER R/V£R510E
LEFT
�i
CONSTRUCT /0' CRO55 GUTTER PER RIVERSIDE
RT
COUNTY STD. No. 209 & 209A ................................
,3560 SF
CONSTRUCT HAND/CAP ACCE55 RAMP PER RIVERSIDE
CL
COUNTY STD. NO. 403 ................................................
8 F11
CONSTRUCT OR/V£ APPROACH PER RIVERSIDE
EL /11 Y
N
8600 SF
PLACE STREET NAME 5/67AI PER COUNTY OF
�
�
o
o
z
2
'
o
920 LF
5AWCUT AND /O/N EX. AC PAVib1T/FEATHER OVERLAY,
FL
ti ?
of
A
�- CONSTRUCT 6 " A5P11AL T CONCRETE DIKE PER
EP
R/VERS/DE COUNTY STD. No. 212 ... I ...................
N
CONSTRUCT BARRICADE PER RIVERSIDE COUNTY
P. C C.
STD. No. 810 ..........................................................
64 LF
INSTALL 'A5P1-IAL TIC EMUL S/ON" FOG SEAL � /;77,.J
2 TON
�- CONSTRUCT INTERCEPTOR 9/1CH ON GRADE
PER DETAIL ON SHEET 2 OF 4 ..............................
29 LF
iiCa7
3
TfgA C
37 36
S H E E T
D A If L I A D
4 5 6
89'55' " W 457. O
0. l2 74-4
1001 n �N5919 8g
40 �
670.
rF
-91
u
o� T
<N 89'55'39 A.-42'> 3
28
26 s
25
24
7 8 9 10
11
LR, S 0 12
l� ms's 13 \
14
W
15
to `�
16
Q) II
� o
ao
17 c31
01'
?, 84.49'12"W 203
D=02'08 12"
INDEX IWAR R= 04'] ']
T=5..04
L=10.07'j
R/W R/W
so'
40'
10' 20' 20' 6' 4'
? d 03 xK 2:1 0 150 300 600
2% k r 1.7X 1. 2
-
1
DAHLIA DRIVE
COUNTY OF RIVERSIDE STD. 104, SECTION "A"
N.T.S.
TI = 5.5 PRELIM. R VALUE =25
0.25' AC OVER 0.67' AB (CLASS 2)
EXISTING R/W PER TRACT NO. 22335
VARIES 60' TO 70' R/W
30'TO 40' 30'
3' 12' _ 20' I. 6' 1_ 4'
JAMESON STREET
COUNTY OF RIVERSIDE STD. 110, CASE "Y"
N.T.S.
STA. 91+50.90 TO STA. 99+48.61
TI = 5.5 PRELIM. R VALUE = 25
0.25' AC OVER 0.67' AB (CLASS 2)
RECOMMENDED FOR SEAL COUNTY
APPROVAL
11 a/I11,1I'!'►!�d �� OIFESS/pA
1e A i
I No. 33950
DATE: 6�8` *� EXP. 6-30-4
CHECKED BY:J L 2qr� c1v��- o
REVISIONS APPR. DATE ,/ of CAL1F
DRAWN BY: C -/GB CHECKED BY: JWS DATE: rL 9 7
EXISTING 10' DEDICATION TO THE COUNTY OF
RIVERSIDE, RECORDED 11-17-89, INST. NO. 404414.
EXISTING OFFER OF DEDICATION
10' FPER TRACT N0. 22335. R/W
lo' 30'
50'
20'
7 _ 3' L. 12' 20' 6' 4'
1:1 0
MAX 2yg
X 2•.1
JAMESON STREET
COUNTY OF RIVERSIDE STD. 104, CASE B
N.T.S.
STA. 89+32.12 TO STA. 91+50.90
TI = 5.5 PRELIM. R VALUE = 25
0.25' AC OVER 0.67' AB (CLASS 2)
SEAL
NO. 47S67
EXP. 12-31-!!
ClY11.
<N30'40'52'
23
22 <N20'5.
21
R /W
1�
20
V19
18
106.8
41 100.
5' I- 6' _i 0
<N
66'
12' 44' 22'
EXIST. EXIST.
!1.7%
CLAY CANYON DRIVE
COUNTY OF RIVERSIDE STD. 103, SECTION "A"
N.T.S.
TI = 6.5 PRELIM. R VALUE = 25
0.30' AC OVER 0.92' AB (CLASS 2)
REFER TO SHEET 3 OF 32 TRACT 22335 STREET IMP. PLAN
R/W R/W
.i
ASTER COURT & CROCUS COURT
COUNTY OF RIVERSIDE STD. 104, SECTION "A"
N.T.S.
TI = 5.0 PRELIM. R VALUE = 25
0.25' AC OVER 0.54' AB (CLASS 2)
APPRO D BY: 1 DATE:
,TRANSPORTA LON DEPT., RIVERSIDE COUNTY, CA.
IZ:C.E. No. .3.3950 EXP. DATE: 911.301198
PREPARED UND TSE DIRECTION OF:
DATE: • Z7.1
0 LIAM SNELL, R.C.E. 47867 EXP. 12/31/99 SCALE: AS NOTED
DATE: FEB 1997
CONSTR, ICT/ON NOTES & OUA4NT/T/ES
CONSTRUCT -A5: ov,�.............. I.....................
1601 TON
,4e (CLAS✓ 2) /,2 7 -Ye 15 l/Z / ............
1647 Cr
CONSTRUCT TYPE A-6 - CURB & GUTTER PER
ENO CURB RE77MR�V
R/t/£RS/DE COUNTY STD. No. 200 ..............................
..3880 LF
CONSTRUCT CONC SIDEWALK PER R/V£R510E
LEFT
COUNTY STD. No. 400 & 401 ............................. 21, 344 SF
CONSTRUCT /0' CRO55 GUTTER PER RIVERSIDE
RT
COUNTY STD. No. 209 & 209A ................................
,3560 SF
CONSTRUCT HAND/CAP ACCE55 RAMP PER RIVERSIDE
CL
COUNTY STD. NO. 403 ................................................
8 F11
CONSTRUCT OR/V£ APPROACH PER RIVERSIDE
EL /11 Y
COUNTY STD. No. 207 ................................................
8600 SF
PLACE STREET NAME 5/67AI PER COUNTY OF
SL Y, NL Y
RIVERS/DE STD. No. 816 ...............................................
4 EA
REMOVE EXIST/NG CHAIN LINK FENCE ......................
140 LF
INSTALL CHAIN L/NK FENCE ......................................
920 LF
5AWCUT AND /O/N EX. AC PAVib1T/FEATHER OVERLAY,
FL
2' M/N, FOR SMOOTH TRANS/TION .......................
880 LF
�- CONSTRUCT 6 " A5P11AL T CONCRETE DIKE PER
EP
R/VERS/DE COUNTY STD. No. 212 ... I ...................
1030 LF
CONSTRUCT BARRICADE PER RIVERSIDE COUNTY
P. C C.
STD. No. 810 ..........................................................
64 LF
INSTALL 'A5P1-IAL TIC EMUL S/ON" FOG SEAL � /;77,.J
2 TON
�- CONSTRUCT INTERCEPTOR 9/1CH ON GRADE
PER DETAIL ON SHEET 2 OF 4 ..............................
29 LF
@5---1q-A66 S7146E7- 7AeC -S foie G SER 41-
U U U
PROP. 84RPIC46E
j lNST,444- S7 -96-5r L iS f��e G�.R/E�G
Mor,5 NO. !2 , 7�lr, 15,/ASF-7-r-- ... - _ , - . . _ -..
c� E,4.
LEGEND
BCR
BEGIN CURB RETURN
AC
A510H& TIC CONCRETE
ECR
ENO CURB RE77MR�V
- -~
EX. C1,lVN LINK FENCE
L T.
LEFT
EX/STING' BUILOINO
RT
R/GHT
f0+ F.H.
FIRE AlrDRANT
CL
CENIFRt/NE
EX/S77M9 CONCRETE
EL /11 Y
EASTERZ Y, WESTERL Y
0 LT. STD.
EX. ST L/GHT
SL Y, NL Y
SOU17-IERZ Y, NORPAERL Y
S/W
EX. SA2EWALK
TC
TOP OF CURB
W.M.
EX. WATER METER
FL
FLOW LINE
W.V.
EX. WATER 11AL lkE
EP
EDGE OF PAkf-VENT
0V//
Zr MAN HOLE
P. C C.
PORTLAND CEMENT CONCRETE
-
PROP. CHAINLINK FENCE
C. B.
CATCH BAS/N
57REET NAME SION
-0
PROP. STREET L/GHT
U U U
PROP. 84RPIC46E
PROP. 57REET TREE
OL -11"" Q 7' A C A IzW
NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT HAS
BEEN ISSUED.
PLANS PREPARED 8, Jim TRACT NO. 2'7944 SHEET No.
COUNTY OF RIVERSIDE 1
NG / N E E R S SCHED ULE A
Eof SHEETS
CIVIL ENGINEERING • SURVEYING •PLANNING STREET IMPROVEMENT PLAN
AIRPORT DRIVE, RIVERSIDE, CA 92504 TITLE SHEET
TEL:EL: 8 4
(909) 68-021 FAX:(909) 688-0599 FILE No.
BENCHMARK: SEE ABOVE @ LEFT FOR: K. HOVNANIAN 5084
a
200' VIC
FI = 1 $5.60
LO
DIKE N O •
N _
LO
.- O -
>J _ Q
TB 0 -
- - - - -
w Q a'i O !! — }°' L 133.34' ON EP -- - - -
- Q � rZ LT - -- - -:
_ w _ - --
_ - - - -
-_ o + o �� -
to
U w 0+ e*+ - b w try co
//y'� - - - -
a TRR� 1 -
-
(%) +
1••- J _try Q � rn - _
\ W _ f \ 37.94'
rp FSm: \
p 6 (r9
_.a OT
- p TA 1t �' v ow
200 VC 91.82 TD - \ + ry
- -- - -
+ 8G AC 1K
p- t103 ap
V)
U-,o+
O \ - - F- J Uy - _
Q Q o . v� ° W ~�
- - - - V)J<�i--
N �� rn O O �: + CL w
\� U
_ Q N p -
W + o �+ y� 22 VC
w
— - Q F \ J (�� - - -
- - -- 1VTT�((T °' M P1 = 126,23
- _ Q N \ w l YT • --
• aaC°o \ _! �> S� eco
_ <» to '� �� O
LU
o
in rn 20(1 1/C o pry00
- Q� a s Q _ -
O — — O _ � --
CO
X141 + O- }� o _.. - O %F
(ry O O fA aq O �� N -
.0
f
L41-
+
C1 ; 0) r� - _ J O W - - -
- cow C) •' +N +� TAN==4.3.9a
Cn lJ
O _ - - J
N ~ O \ + O _
Ur
_ >: O W Cn j
- - -
CD
N. PI = 125.9CIO3
.4,. Ci r; N Q F Sy, a JL4w w TAN -1.70%
- - - - - --
_ - H W (71 lt) CS ty
20 IRT
.lam . .. Q.lj. �.: : M � � \ LID +� Q � N -
--- pp
H
<�
LO
C-4 CF) vy
- -- - -
L,>f >
04
U- :. r PACO. +N(n ln.+� -"- .-.- ----- - -
- - -
O W N QZ Zgw CJ J W J
0
Li
- - -- --
PROFILE SCALE L= 14s.1 s` oN cURB w w N ��
N .� - -
Lu
+ HORIZ. 1 „_ 40� rn - .22' VC - CURB RETURNEll
L=4 419.74' ON C-RB VERT. 1 "= 8' - -- w --
-- (n
_tn
89 90 91 92 93 94 95 96 9'7 98 99 100
AC INTERCEPTOR. DITCH �'D/VSTiQI�CT/ON /I/OTES �' QU�4NT/T/ES /MPf�OI/EME/VT BONDS //V TR,4CT No. 27944
DETAIL ,N - -
N. G. SCALE 1 "=20' / �
J.0, P 1a- CONSTRUCT ,¢G O /iEre 561 TON CONSTRUCT HAND/CAP ACCESS RAMP PER R/l/ERS/DE
...............................
—N N. G. / 1 P 3 \` 3 Ae rCC,45S ;) �R 7'Yo �3C5C7 'OIV. 577 Cr COUNTY STD. No. 40..3................................................. 2 EA
m G `I `$� �- CONSTRUCT TYPE "4-6 " CURB & GUTTER PER N57ALL CHA/N, L/NK FENCE•....................................... 930 LF CLAY CANYON DRIVE
14 �oiTc Qz P R/l/ERS/DE COUNTY STD. No. 200................................ 90.5 LF CONSTRUCT 6 ASPHAL T CONCRETE D/KE PER
ti._ J� SEE SHEET 3 OF 32
SECTION A -A c,`o 0�2 , CONSTRUCT CONC. SIDEWALK PER R10ERS/DE R/I/ERS/DE COUNTY STD. No. 212 ...............................
1030 LF
N. T. S. \ R ', R-2 COUNTY STD. No. 400 & 401................................... 4980 SF �- CONSTRUCT AC INTERCEPTOR D/TCH ON GRADE T R. 22335 STREET
- CONSTRUCT 10' CROSS GUTTER PER R/I/ERS/DE PER DETA/L ON SHEET 2 OF 4................................. 29 LF _ IMPROVEMENT PLANS
AC DIKE AC DIKE COUNTY STD. No. 209 & 209A 890 SF r wo 6o' OFFER OF
ODIC ION PER TRACT
�r
rn o,
0 5' _ Op =
509c,
�v Q 340.00--
=_r� _�:_.��
ABOVE p fi 3 4 R' �'t = k;
�n m SEE DETAIL
CL MESON RD. 97+79.76
-
10 OAD DEDICATION TO THE COUNTY OF R/l/ERS E CL l T HLIA DR. 10+00.00
PE DOC. RECORDED 11 1
7� 89, INST. NO. 40 14 v r
_ STA 92+35.75 BC
89.3 .1 TRACT = }
+ 2 2 B NDARY
r _
• N MA TCH L I N .�. .
�` OCL' 21 .66 } E
N89.37 13"W � :•. . .• .''�' :` = �' - _ " - - ' , r{ J -1
Tf? 27945 27944 . , .. p _.= �.. /". � - •_ . h �
EDGE OF PAVEM - T-
to-
IlIll—--- i O �i
_
7—* -. - 2 �u _ `L
_, _, . _ -
T Y .>
T
2
3p,
. G
— - - ,
3 DAYLIGHT LINE Y .
:. -- - ro,.; , _ _ -----•.--.-•_ _ _ _ - ti TRA
5 �
10
. , -.. __ _._ ___ W - �... -_ -. ,<� 21
_
1 X
ljJ ,�` 0 4o bT
13. W 3. 65 to
_ �, , _ - - /' os• - -�=.� � _ _ �2 STA 99+94.41 CL INT JAMESON RD.
. t T Ns L 4 STA 18+91.81 /NT Y CANYON
\ 65'
5
.99
V >.
in
1� h , 320
2 ,a
JOIN EXIST EP
C� r ( Q U r :. �� PER TR. 22335 STREET
cn M Vim 1 ( �u J / �� Z 9� �� IMPROVEMENTS
r
•
IG
FF s9, n �O 12 r,
DAHLIA DRIVE ,
SEE SHEET 3 9
CLAY CANYON DRIVE
J A E S N Q U N w� SEE SHEET 3 OF 32
O N R 0 A D �. J A M E S 0 N R 0 A D +� �> goo
z TR. 22335 STREET
' ° `� IMPROVEMENT PLANS
QVC °�� QZU
LoW 3 000
40 0 40 80 120 40 0 40 80 120
Scale 1 " = 40' Scale 1" = 40'
Underground Service Alert RECOMMENDED FOR SEAL COUNTY SEAL APPRO D BY. DATE: e. / s g PLANS Pf PARED 9Y.• SHEET No.
0R APPROVAL cE ESS,/ TRACT NO. 27944
Call: TOLL FREE ��'"'� � r �� A. 01! 2
` 'v �' �` h SPORTA IC1id' DEPT., RIVERSIDE COUNTY, CA.
COUNTY OF RIVERSIDE
,� —800 �,1e E4v;,�,,�,r,�,q, ; Z rn w .C. E. No. 33950 EXP. DATE: 6/30/98 E N C�3 /NEER S
No. 4M7 STREET IMPROVEMENT PLAN OF 4 SHEETS
/ oc iso. 33950 � * EXP. 12-31_!! * PREPARED UNDER TSE DIR]�' ON CIVIL ENG/NEER/NG•SURVEYING•PLANN/NG
2z�—asoo DATE: `l4fllf *� iXP. 6-30- `e DATE: Gl -7 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
CIVI TEL: (909) 688-0249 • FAX; (909) 688-0599 .TAMESON ROAD FILE No.
TE CHECKED BY:rL 4j� GtVIL ��' SCALE: AS NOTED BENCHMARK: 5084
DATE BY MARK REVISIONS APPR. DATE of C�L�F �'�' ���
TWO WORKING DAYS BEFORE YOU DIG DATE: FEB 20 1997 SEE SHEET 1 FOR: K. HOVNANI.AN
DESIGNED BY: C- DRAWN BY: RISK CHECKED 8Y: J.W.S. DATE:f7 JO SNELL, R.C.E. 47867 EXP. 12/31/99
i
D A H Ll A Do
120
rR l V E
40 0 40 8= 4n'
NUMBER D=
T= '
R= '
L= '
C1
86'22'16"
23.46
25.00
37.69
C2
14'57'36"
42.02
320.00
83.55
C3
21 *34'50"
53.36
280.00
105.46
C4
88'22 29"
332.43
342.00
527.51
C5
11'4955"
29.01
280.00
57.82
C6
11 *4955"
33. 16
320.00
66.08
C7
963446"
338.83
302.00
509.06
C8
1 28'28' 11 "
81.18
320.00
159.00
NUMBS
D=
T= '
R= '
L= '
C9
24'50 27"
61.67
280.00
121.40
C10
9J'37'44"
26.64
25.00
40.85
C 1 1
22'27' 17"
59.55
300.00
117.57
C12
24'50 27"
66.07
300.00
130.07
C 13
2828'11 "
76.11
300.00
149.07
C 14
95' 16'02"
353.05
322.00
535.40
C 15
963446"
361.27
322.00
542.77
-C16
11'4955"
31.09
300.00
61.95
")//9 ! J t 7 /. OJ UA"L!H UK.
TR. 27943
W D A H L I A D R l
V E
W
40 0 40 80 120
SCa/e / " = 40 '
Underground Service Alert RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY: DATE: Z s 9 PLANS PREPARED BY,.
APPROVAL SHEET No.
1.OR r bfEftt �Essi r TRACT N0. '2'7944
A&
o Call: TOLL FREE , �� i�«� , t� ��v � �. °Ty y _ -Ca"
T SPORTATI DEPT., RIVERSIDE COUNTY, GA. COUNTY UNTY OF RIVERSIDE 3
1-800 Oy� �'!�'iirbNri x No. 4n�7 R.C.E. No. 33950 EXP. DATE: 6/30/98 E N 43 /NEER S
No. 33950 * p(', 12_31-!! * PREPARED UNDERImc
DIRECTION OF: CIVIL EN G I NEE R I NG •SURVEYING • PL A NN/N G STREET LALPROVEMENT PLAN OF 4 SHEETS
227-2600 DATE: �f� * W. g-30-�i * 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
4CHECKED BY: ��`' 0 11- ��`�! ,!�' 011111. �� ATE: t`j • 27.97 TEL; (909) 688-0241 • FAX (909) 688-0599 DAHLIA DRIVE FILE No.
DATE BY MARK REVISIONS APPR. DATE J�-' OF CA► -`FO �1i�'� pal
TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S. DATE: 5117 J W. SNELL, R.C.E. 47867 EXP. 12/31/99 SCALE: AS NOTED BENCHMARK: 5084
DATE. FEB 20 1997 SEE SHEET 1 FOR: K. HOVNANIAN Y
969wA A
DAHLIA DRI VE
SEE SHEET 3
s 1
V,
41
STA 10*00. 00 ASTER CT-
rn
STA 11-A71.67 DAHLIA a0R.
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
CURVE TABLE
NUMBER
D=
T='
R='
L='
C1
82'30' 19 "
21.93
25.00
36.00
C2
15'00'38"
14.49
110.00
28.82
C3
210'01'16"
141.71
38.00
139.29
C4
15100'38"
14.49
110.00
28.82
C5
94'30'12"
12705
125.00
41.23
DAHLIA DRI VE
SEE SHEET 3
26.20'
10, 50 00
o3' ,� r 5S 85,
vm
37 j V W
2 O
O
�m
ASTER COURT
40 0 40 80 120
Scale 1" = 40'
Z'
CONSTiQ�ICT/ON NOTES & QUANT/T/ES
CONSTRUCT .14C OJ/&t-4Z .........................................
334 TON
45 2) /15< -rrl DC7 -101V ...................
.343 CY
CONSTRUCT TYPE :4 -6 " CURB & GUTTER PER
Z r
R/VERS/0E COUNTY STD. Alb. 200 ................................
41 �WJ
v,
CONSTRUCT CONC. S10EWALI( PER RIVERSIDE
v
TYP.
COUNTY STD. No. 400 & 401 ...................................
6
D4 CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE
n 37 O8
COUNTY STD. No. 209 & 209A .................................
1780 SF
DAHLIA DRI VE
SEE SHEET 3
26.20'
10, 50 00
o3' ,� r 5S 85,
vm
37 j V W
2 O
O
�m
ASTER COURT
40 0 40 80 120
Scale 1" = 40'
Z'
CONSTiQ�ICT/ON NOTES & QUANT/T/ES
CONSTRUCT .14C OJ/&t-4Z .........................................
334 TON
45 2) /15< -rrl DC7 -101V ...................
.343 CY
CONSTRUCT TYPE :4 -6 " CURB & GUTTER PER
Z r
R/VERS/0E COUNTY STD. Alb. 200 ................................
967 LF
CONSTRUCT CONC. S10EWALI( PER RIVERSIDE
C2
COUNTY STD. No. 400 & 401 ...................................
5320 SF
D4 CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE
DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S.
COUNTY STD. No. 209 & 209A .................................
1780 SF
CONSTRUCT h'ANOICAP ACCESS I'l PER RIVERSIDE
38.00
COUNTY STD. No. 403 .................................................
4 EA
CONSTRUCT DRIVE APPROACH PER RIVERSIDE
14.49
COUNTY STD. No. 207 .................................................
B EA
PLACE STREET NAVE SIGN PER COUNTY OF
81'4743"
RIVERSIDE STD. No. 816 ..............................................
2 EA
DAHLIA DRI VE
SEE SHEET 3 0
O
0
o o �
0
34
0
rn
STA 10f00.00 CROCUS CT.
STA 15f 19.37 DAIIL IA DR. ll,,
i
9
3
SEAL
RECOMMENDED FOR
APPROVAL
*41DATE:
R= '
L= '
Y
Z r
�lyG'7
25.00
39.27
C2
CHECKED BY:�L
DATE BY MARK REVISIONS APPR. DATE
DATE: j7?7
DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S.
SEAL
No. V30
EXP. JVJ Q
SEAL
Essw
N0. 47667
* EXP. l2-31-96
CURVE TABLE
NUMBER D=
A. -~
0
R= '
L= '
Y
Z r
No. V30
EXP. JVJ Q
SEAL
Essw
N0. 47667
* EXP. l2-31-96
CURVE TABLE
NUMBER D=
T= '
R= '
L= '
C1
90'00'00"
25.00
25.00
39.27
C2
15100'38"
14.49
110.00
28.82
C3
210'01 ' 16 "
141.71
38.00
139.29
C4
15'00'38"
14.49
1 110.00
28.82
C5
81'4743"
121.65
125.00
1,35.69
' 1 30.77'
J
5 � I
4
i k65; Gh
88.66 30. i
5 BCR
G 9'
26.20'
AG
12
1
C4
1
26.20'
29
30
0
k� w
V
0
1
10
/ o �
DAHLIA DRIVE Q
SEE SHEET 3
C R O C U S C 0 U
40 0 40 80 120
Scale 7 " = 40'
APPR D BY: DATE: [.Z r 5-Z'q 7
R.C.E. No. 33950 EXP. DATE: 6/30/98
PREPARED UNDER IME DIRECTI N F:
O //,"1 I/ DATE: 4�5 . 7 7
- - SCALE: AS NOTED
JCKN SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20. 1 t
52.1
w�
TRACT BOUNDARY
EN 43/NEERS
CIVIL ENGINEERING • SURVEYING • PL ANN/NG
6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL; (909) 688-0241 • FAX (909) 688-0599
BENCHMARK:
SEE SHEET 1
TRACT N0. 27944 SHEET No.
COUNTY OF RIVERSIDE 4
STREET IMPROVEMENT PLAN of 4 SHEETS
ASTER COURT & CROCUS COURT FILE No.
FOR: K. HOVNANIAN 1
5084
,?i)qi