912v_sppOZMR4L NOTES.•
1. /T SN&Z BE THE RE51-ON5/mI1-Y OF TWE OEYEL OPFR/ONN£R OR
COWR4CTaf' TO ADPL r TO THE RIIgRS/OE COUNTY TRANSPORTA770N
DEPARTMENT PERMIT S£072OV,, FOR AN ENCR6L4CH&,f1VT ,0tWV1T FOR ALL
#VW PlERFORM£O fI! Mltl 7J'IE PURL/C R16HT-OF-WAr DEDICATED AND
A0450R7F0 fCR PU&IC USE, AND TO BE RESPONSIBLE FOR 5417SFAC,-CRr
COA/PLL4NCE FOR ALL CURRENT ZAWR9NMENTAL R _0M&4770NS DURING
THE L1ff- GF CONS7RUCPT61V AC7WP1Y FOR THIS PR611f -OT A0,01PO NZ
STUDIES AND/OR PERM17S M4r BE RfOUIREO
2. IHC COIYTRAC70R SMALL BE RESPONS19LE FOR THE CLEARING OF
RAV090.SE0 #VAN ARES, ANO REZOCA7XIN 00575 OF ALL EXIS77NG
U)ZIMES. PERMITTEE MUST INF6W COUNTY OF 6'0NS7)PUC7701V
S0,A1tV1Af- AT LEAST 48 HOURS PR/GDR TO BEGINNING OF CONSlRUCRON.
PHONE.- 909/275-6885
4 ALL ffVW Sh14LL CONFOAW 70 TWE RE_0UIREMEN75' OF THE RIVERSIDE
COUNTY 7R4N5R6WTA7iOW DIEPARhi/ENT 1MPR0VEMENT STAND4ROS ANO
SPECIRC47AWS L4=T E71VIX1N 000N'7Y ORDINANCE NO. 461 AND
SUSS£OUENT A410Vb WENrS
5. /T SH&Z BE THE RENFtWSI81L17Y OF THE OEY£LOPER 70 NO77fY THE
ENGINEER TO INSTALL STR££T CENTEaINE 41ON61MEN75 AS REQUIRED Br
AYkERSIDE COUNTY ORaN4NCE NO. 4SI.
6. ALL UNDEIPGROUIVO FACIL177ES W17H LATERALS, SH&Z BE /N PLACE PRIOR
70 PAkfVG THE STREET SEC770N INCLUDING, BUT NOT LIMITED TO /HE
FaZOff NG.• SE7fER,, WA7FR ELECTRIC, GAS AND 57ORM GRAINS.
7. CURB DEPRESSIONS AMO a%fWAY AP�CHES iW7LL BE INSTALLED ANO
CONS7RUC7FD ACCOPDIN6' 70 COUN7Y STANL14R0 NO. 207 AS OIREC7FO
IN 7HE f7EL0.
8. ALL STREET SEC7701VS ARE 7FNTA77W AOD11701VAL SOIL IFS75 SMALL BE
TAKEN AFTER ROUGH 6RALVN49 TO DETERMINE EXACT 57REET SECTION
RfIOUIIREM£NIKS USE STAND4R0 NO. 401 IF EXPANSIIkE SOILS ARE
ENCOUNIFRED.
9. i4SPAALPC EMI&S16W" (FOG SEAL) S1WVZ BE APPLIED NOT LESS /-HW
FOURTFFN DAYS �c-OLZ 0#7A4G OF INE ASPHALT SURFACING
AND SHALL B£ APPLIED AT A R47F GV- 0.05 G4LLON PET? SQUARE YARD.
ASPIW PC EMI&SION SMALL CONfORV TO SE077ONS .37, J9 ANO 94 OF THE
STA1 - STANLWO SPE0If7CAP6WS.
11. INSTALL STREET TRfFS IN ACCORDANCE WWW ORDINANCE NO. 460 AND 499.
CORANIOPSIS PYRUS ArAWAlr"M lfWRGREEN
PEAR, R6111S RETUS4 N117ZK INDIAN LAUREL.
12. S7REFT LIGHTS SHALL BE 1NSTALLED /N ACCORD4NCE W17H 7NE APPROVED
STREET LlOH77NO PLAN.
19 AS M7FA /1NED Br THE 7R4NSPORTA7A91V DIRECTOR, TWE DEVELOPER IS
RE3PCWS191E AS A MIN/MUM FOR REW /MPROVEMEN7S TO CENTERLINE
AND M4Y B£ REQUIRED TO RE6*VSTRYJCT E.YIS77NC PAVEMENT, /NCL1101NG
84SE, AND U41 -CHINO OkFAY,4r REOUA?ED TO MEET THE S77?u07ZIRAZ
STANDARDS FOR THE CURRENT ASSIGNEO 77?A177C INDEX
14. ONLY L4MOSC41YNO CONSISTING OF GRASS AND PARKWAY 7REES U4r BE
INSTALLED AWIHIN PARKWArS 6W L0054L RESIDENTIAL S7JPEF75' WITHOUT
SEPARATE LANLZSCAPE PLANS. ALL 07HER 7YPE5 OF LANDSCAPING IN
7HESE AREAS, AN, ALL LANOSC4P/NG ON ALL 07HER STREET SH&Z
REOUIRE SEPAR47F LANOSG4171- PLANS. ALL LANDSCAPING
f1V0R040-1MENT5 SPALL CONfOAW TO ??IPERSIDE COUNTY STAND4RDS
RELATING TO 7HE AGMIN/S7R477ON OF LANDSCAPE ENCR0401-1MENT5"•
a47FD, ✓UNE 1990.
15. 1T SHALL &F TWE RE3°YJY 51bMI7Y OF THE CON7RACTOR OR OEWZOPER TO
INSTALL ANO MWNTA/N ALL CON57RUCPON, REGULA70Rr, GUIDE AND
WAKING SIGNS fWl7HIN 7HE PAWZ-CT L1M17S AND /7S SUR WNDINGS AND
TO PRONDIE S4FE PA.SS40C FOR IRAkFZ1N0 PUBLIC ANO WORKERS UNTIL
IN£ RN4L 610MPLE77aV ANO ACCEPTANCE OF 7HE PROrIECT Br TWE
COUNTY.
16. ANY PRIl�A1 _ bWN1V4GE FAC1L177CS SHOWN ON THESE PLANS ARE FOR
INfOAW47XW ONLY. Br SIGNING THESE IMPROVEMENT PLANS, NO RE14'EW
6W A6 YA OF TWOSE PRNAAF FACIZIPES ARE IMPLIED OR 11V7FNOE0 BY
R/IEA571bE 6'0UN7Y 7R4NSR6WrA96W 0FPAR7Vf1Vr.
17. A17FR 00r0b" 1, 1992, 6YWS77?UC19DW PR611EC7S 7NAT 01S7UR8 MORE
7AAN 17W ACRES MUST O19TAIN A N417ONAL POLL UTANT DISCAMAr.E
IZIMIK4776W SYSTEM (NRbIFS) PERMIT. OWNZRS/OEYEL 6WZ-RS ARE
REQUIRED rO f7LE A NOPCE OF IN729VT (NOV fK7/W /HE STATE WA7ER
RESOORacy COW7RCJ� B04RD (1SWRCBJ AND PREPARE A STOIRM WA7FR
POYL 1196W 10REbFNIxOV PLAN (SffPRR) ANO MONITORING PLAN FOR THE S/7Zr
Underground Service Alert
cm Coll: TOLL FREE
1-800
221-2600
TWO WORKING DAYS BEFORE YOU DIG
STREET IMPROVEMENT PLANS
TRACT 1V0* 27945
- Q10= 22 CFS
>> J N pRIVE -- - - - ---- - Q100= 35 CFS
-� CA -- _
' J
i\
4
i
.`f
r y-
4�
10
j
VIEW -DRIVE _ �,' 29
12 0= 21 CFS
- r - �.i� _ _ 28 Q 100= 33 CFS
-Y-EN-j-, rr"?A C r 1\10.
7"Rr�
�7�7�1 r7 1\10. 2792,,5-1 19�,
/ ,3 Z 1s
' 7 18
r; i CP '
1 13 CFS 2;
'1'
Q100 J�CFS ,' 20
r'-------- ---- /
14 26 �- ,
L07' 19
rr'?r\ C T 1\40, 22J -J-,5
BENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD:
100' +/- ELY 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'+1- SE'LY OF P.P. 120801; 171' ELY OF B.M.
S316, A BRASS DISK STAMPED S316 1935 RESET 1965.
ELEV. = 907.5180
THE 17AWAI-E ENGINEER SIGNING THESE PLANS IS RESPONSIbrE FOR
ASSURING 7HE ACCURACY ANO ACCEPAhM17Y OF THE DESIGN HEREON.
IN 7HE EINT OF DISCREPANCIES' ARISING Af7ER C'0UNTY APRR00AL OR
DURING CONS7RVC7?fQN, IHE PRVA7F E7VGINEER SMALL &E RESPONSI8LE DATE BY MARK
HTTP L167ZW/N/NG AN ACCEPTAb%E SOY UT/ON AND REVISING 7Nf- PLANS
FOR APPR00AL Br THE COUNTY. DESIGNED BY: C -/JHS
4
32
31
30
R/W SAWCUT & FEATHER R/W
JOIN (2' MIN) 60' 1.
10' 4' 16' 401 16' 4' 10'
3 11 x'o
1 IMPROVEMENTS PER
TR. 27945-1
CREST VIEW DRIVE
N.T.S.
STA. 10+00.00 TO STA. 11+80.00 E'LY
STA. 10+00.00 TO STA. 13+69.87 N'LY
TI = 5.5 PRELIM. R VALUE = 25.0 PRELIM.
X 0.25' AC OVER 0.67' AB (CLASS 2)
RECOMMENDED FOR SEAL COUNTY
APPROVAL
C ro I SJMAN `
N u 5 � 9
3 IVOY 97
DATE:
CHECKED BY:
REVISIONS APPR. DATE .,, .�;
DRAWN BY: C -/JHS CHECKED BY: JWS DATE:
SEAL
CONSTffUCT10N NOTES & 0ZUNT1T1ES.•
CONSTRUCT 0.25' AC OBER..................................... 259 TON
0.54',49 (CLASS 2 .................................................. 296 Cr
1A CONSTRUCT 0.25' AC ODER....................................._T7 TON
0.67' AB (CLASS 2, .................................................. 50 Cr
CONSTRUCT TYPE ';1-6 " CURB & GUTTER PER
R/1/ERS/DE COUNTY STD. NO. 200 1, 688 LF
(�- CONSTRUCT CONC. S/DEWALK PER R10ER5/OE
COUNTY STD. NO. 400 & 401 ................................ 5,264 SF
CONSTRUCT HAND/CAP ACCESS RAMP PER R/ITERS/DE
COUNTY STD. NO. 403 ................................................ O EACH
CONSTRUCT DR/liE APPROACH PER R/1/ERS/DE
COUNTY STD. NO. 207 ............................................. 4,964 SF
PLACE STREET TREES SHOWN HEREON PER GENERAL
NOTE NO. 11 SHEET 1 .................................................. 33 EACH
o- PLACE STREET LIGHTS SHOWN HEREON PER
SEPARATE STREET L/CHT PLAN, TR 27945-1 ............... 5 EACH
BD- REAMOI/E BARB/CADS.................................................... 1 EACH
LEGEND
�Nzz'
BCR
BEGIN CURB RETURN
EX. )qA/N LINK FENCE
EXISTING &UILOING
v�
ECR
ENO CURB RETURN
EX/SPNG CONCRETE
T.
LEFT
_TJL
S/W
EX. S10f ALK
W.M.
RT.
RIGHT
22 24
CL
CENTFRL/NE
EL r, WL Y
EASTERLY, WESTERL r
29
23
SLY, NL r
SOUTH-Zr NORTNERL r
28
TC
TOP OF CURB
FL
FLOW L/NE
EP
EDGE OF PAVEMENT
27
P. C. C.
PORTLAND CEMENT CONCRETE
C. &.
CATCH BASIN
PROP. 57REZ`T LIGHT
26 GP�
PROP. STREET 77?EE
25 L/0-1- 6
24 NO, 22J -J-,5
INAOZII' AIAR
P*
O 100 200 400
Sco% / " = /00 &
NOTE THIS TRACT IS DEPENDENT
ON TRACT 27945-1 FOR ACCESS
A40W. THEREFORE THE ACCEPTANCE
OF THIS TRACT IS CONTINGENT ON
THE COMPLETION OF THE ACCESS ROAD.
R/W R/W
SEE GENERAL NOTE 8
J-4
L+ NO. 53390
,t O(P. 6-30-" it
t4�'Ior
GREEN TREE COURT
N.T.S.
COUNTY OF RIVERSIDE STD. 106, SECTION "A"
STA. 10+00.00 TO STA. 13+02.20
TI = 5.0 PRELIM. R VALUE = 25.0 PRELIM.
X 0.25' AC OVER 0.54' AB (CLASS 2)
APPROV BY: DATE: PLANS PREPARED BY.31 nNAAME,•
T ORTA DEPT., RIVERSIDE COUNTY, CA.
R.C.E. No. .x79950 EXP. DATE: 6/30/98 ENG / N E E R 3
PREPARED UNDER THE DIRECTION F: CIVIL ENGINEERING • SUAVE rING • PL ANN/NG
DATE: It TEL: (909) 620 P688 -0241E,
0241DRIVE RAX: (90CA 92504
9) 688-0599
SCALE: AS NOTED BENCHMARK: SEE ABOVE ® LEFT
CHARISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 DATE: MAY 1997
AC
ASPHAL 77C CONCRETE
--C
EX. )qA/N LINK FENCE
EXISTING &UILOING
ioF F.H.
f7RE HYDRANT
EX/SPNG CONCRETE
LT. STD.
EX. ST. LIGHT
S/W
EX. S10f ALK
W.M.
EX. WATER ME7FR
W.V.
EX. WA7FR VAL Ig
0 M
EX. AAN HOLE
PROP. OWNLINK fFNCE
S/G/I///11G cPc STi4'/P//�/G GENE/?AL /I/OTES.•
A. TRAFFIC STRIPES, PAIf MENT MARKINGS, AN29 R41SED PAVEMENT A64RKER5 PER THE STA 7E OF
C4L/FORN14 TRAFRC MANUAL, MAINTENANCE MANU4L, STAND44V PLANS AND 57AN04RD
SPECIFICATIONS LATEST EDI77ONS.
B. ALL SIGNS SHALL BE INSTALLED ON 4f',r 4" WOOD 100575: ALL SIGNS SHALL BE STAND4R0 S1ZE
UNLESS OTHERWISE NOTED ON INE PLAN.
C ALL STRIPES, S/CNS, AND PAkEMENT A"WINGS SMALL BE REFZECTOR/ZED. S7FNCIL5 FOR
P4k1F41E7V1- MARKINGS SHALL A/4TCH COUN7Y SIFNCILS.
O ALL CONFLICTING 51RIPES ANO PAWWONT AdOWINGS SHALL BE REMOVED Br S4NDBLASPNG.
ALL CONFLICTING SIGNS AND RAISED PAVEME7VT Af4WfP5 SH&Z BE AFMOYEO OR RELOC47FD.
REMOVALS ANO RELOCATIONS SHALL BE THE RESPONSIBILITY OF THE OEVFLOPER
E. TRAFFIC 5TRIPES SHALL BE APPLIED /N 7XV 610475
F. ALL REMSVED SIGNS /N GOOD CONDITION SMALL BE S4L 106E0 AND DEL/I/ERED TO 11E COUNTY
YARD AS DIRECTED BY THE COUN7Y ENGINEER.
G. ALL STR/PING SHOWN PER APPLIG4BLE C4L7R4VS DETAILS.
H. 7HE COUNTY SHALL INSTALL SIGNING; STRIPING, AND RAVFMENT AMRKINGS IN 4006R94NCE ff%TH
THE APPROVED PLAN, W/7H ALL INCURRED COSTS BORNE Br 17-1E DEYFLO fR.
IL
NOTE.• q!°RK CONTAINED ENCROACHMEN WIPPERMIT THIN HAND/OR GRADING ESE PLANS L PERMIT HAL NOT S BEEN E ISSUED.
C% r n 77 T A r 0 C IA/
TRACT N0. 27945
COUNTY OF RIVERSIDE
SCHEDULE "A"
STREET IMPROVEMENT PLAN
TITLE SHEET
FOR: K. HOVNANIAN
SHEET No.
OF 3 SHEETS
FILE No.
5084
9/2- V
I
Underground Service Alert
Y Coll: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
CLAY CYN. O/F
SEE Ti? 22335
I 1
TANGENT R=
DISTANCE
L 1
S 54'4335" W
180.00'
t
N J5'1 6 25 " W
74.00'
�
�
m
ip
0
Q)
Na o
L5
S 35'35'00" E
1210.00'
C4
110-28'28"
03
06
60.00
115.69
C5
90'00'00"
35.00
35.00
54.98
C6
11'33'17"
11.13'
110.00
22.18'
phi
44'14 44"
I
F5
gp
p�
t
C8
48'50 52"
163.48
360.00
46!y1 Gti
_
21*27'02 -
60.61
320.00
119.80
C 10
76'50'08"
285.52
360.00
482.77
C i 1
GAG
27.27
25.00
41.44
C12
101 '0130"
30.34
25.00
C R E S T
40
DATE I BY I MARK I
DESIGNED BY: C-
4
O
of
�I
h �
STA. 10+80.00 BC + W
h
h f.
Q O
8 �W N
STA 10+55 00 BCR
r^RFST VIEW DR. c
EP PER TR. 27945-1
32.40' 78.00'
(0 o
N 11
32.40' L -' 17.87'
41.04 L =
jEP PER TR. 2
00
9 Qm 10
V / E W
0 40 80
Scale 1 " = 40'
REVISIONS
DRAWN BY: RICK
Cf Z-57- kfZ-Y ,0R1W-
SEE f�/GHT
l0'
20'
6' 16,
I �
9�h o
9 �G r
N
J
v
,L=35 , 3 12
S 11+80.00 CREST VIEW DR. E'L
TYP, STA 0+00.00 CREST VIEW DR. NL
11
11 *07.31
l -I
15
14
13
D R / V E
120
RECOMMENDED FOR
APPROVAL
C R I5SMAI),
DATE: 13 NVV 97
APPR. DATE CHECKED BY:
CHECKED BY: J.W.S. DATE:
LINE DATA
NUMBERDIRECTION
TANGENT R=
DISTANCE
L 1
S 54'4335" W
180.00'
L2
N J5'1 6 25 " W
74.00'
L3
N 50'00'00" W
120.29'
L4
N 50'00'00" W
16.71'
L5
S 35'35'00" E
1210.00'
CURVE DATA
NUMBER D=
TANGENT R=
L=
C1
90'00'00"
25.00
25.00
39.27
C2
90'00'00"
25.00
25.00
39.27
C3
10' 14' 14 "
9.85
110.00
19.65
C4
110-28'28"
86.45
60.00
115.69
C5
90'00'00"
35.00
35.00
54.98
C6
11'33'17"
11.13'
110.00
22.18'
C7
44'14 44"
130.09
320.00
247.11
C8
48'50 52"
163.48
360.00
306.92
C9
21*27'02 -
60.61
320.00
119.80
C 10
76'50'08"
285.52
360.00
482.77
C i 1
94'58'31 "
27.27
25.00
41.44
C12
101 '0130"
30.34
25.00
-44 0-8
C 13
14'25'00"
39.97
316.00
79.51
C 14
14'25'00"
35.92
284.00
171.46
C15
17'36'02"
16.87
109.00
133.48
C16
17'36'02"
16.87
109.00
133.48
C17
215' 12'04 "
119.79
38.00
142.73
C1 8
47'51 '02"
F50.85
340.00
283.95
C19
28'0230"
84.90
340.00
166.40
C20
46'49'41 "
147.23
340.00
277.88
C21
14'25 00 "
75.49
300.00
37 94
C22
89'55 59"
55.00
55.06
86.43
SEAL COUNTY
A p
No. 33950
EXP.. /6-30- 91
SEAL i
�ESSIq�
J
# EXT. 6-30-" yt
CONST/?�ICT/ON NOTESc OCIANT/T/ES
CONSTRUCT 0.25' ACOBER.......................................... J7 TON
0.67' AB (CLASS 2J ...................................................... 50 C)'
CONSTRUCT TYPE ;1-6" CURB & GUTTER PER
R/VERS/DE COUNTY STD. No. 200 .................................. 958 LF
Q- CONSTRUCT CONC. S/DEWALK PER R/VERS/DE
COUNTY STD. No. 400 & 401 .................................... 4,519 SF
o
V
CC'� w
�V
V
- CONSTRUCT OR/VE APPROACH PER R/ITERS/DE
COUNTY STD. No. 207 ................................................ 2,720 SF
C R E S T
40
APPROV BY: DATE:
A PORTATI PT., RIVERSIDE COUNTY, CA.
R. .E. No. 33950 EXP. DATE: 6/30/98
PREPARED UNDER THE DIRECTIO(V PF: _
A i / _ DATE: Idal 49
CHARISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99
V l E W
0 40 80
Scale 1 " = 40'
D R / V E
120
PLANSPAEPAA BY•
fft
ENCS/NEERS
C/Y/L ENG/NEERING • SUAVE r1NG • PL A NN/NG
6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL; (909) 688-0241 • FAX (909) 688-0599
AS NOTED BENCHMARK:
MAY 1997 SEE SHEET 1
TRACT N0. 27945
COUNTY OF RIVERSIDE
STREET IMPROVEMENT PLAN
CREST VIEW DRIVE
FOR: K. HOVNANIAN
SHEET No.
2
OF 3 SHEETS
-ILE No.
5084 i
917- V
VG--�-�OR
-
i
U _--
r- mW OD
i
- - -t- --
J
- W r- -
CON571'FJCT/ON NOTES & OUTANT/T/ES
01- CONSTRUCT 0.25' AC O11ER.......................................... 222 TON
0.54;48 (CLASS 2) ........................................................ 246 Cr
®- CONSTRUCT TYPE "4-6" CURB & GUTTER PER
R/1/ERS/DE COUNTY STD. No. 200 ................................. 730 LF
�- CONSTRUCT CONC. 51"ALK PER R/1/ERS/CE
COUNTY STD. No. 400 & 401 .................................... 2, 887 SF
�-- CONSTRUCT DR/!/E APPROACH PER R112rR5119E
COUNTYSTD. No. 207 .................................................. 2,560 SF
Rf-YOVE 84RR/CADE ............................... . .. I ....................... 1 EA
Underground Service Alert
Call: TOLL FREE
1-800
221-2600
TWO WORKING DAYS BEFORE YOU DIG
10
C%
STA 10+00.00 GREEN TREE CT.
11
G R E E N
40
12
T R E E C 0 U R T
0 40
RECOMMENDED FOR
APPROVAL
CRIS5MAN
JDATE
TE: 13 %Y D Y 9 7
ECKED BY:
DATE BY MARK REVISIONS APPR.
DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S. DATE:
Scale I" = 40'
SEAL COUNTY
m
�VA.p�:
z
No. 33950
EXP. 6-a0-
120
SEAL
1 J.4
mo. s o
EV. 6-30-n
13
14
-C_
V
STA 14+22.49 GREEN TREE CT.
APPRO D BY: DATE: i ♦7 7
Td ORTATI PT., RIVERSIDE COUNTY, CA,
R.C.E. No. 33950 EXP. DATE: 6/32/ -
PREPARED UNDER THE DIRECTION OF:
i
^ i _ DATE: !l q%
CHARISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99
PLANS IIARE BY.
E/VGi//VEERS
CIVIL ENGINEERING•SURVEYING•PLANNING
682 2504
AIRPORT
® 909) 688-0241E
88 0241 • FAX RI(909) 688DE, CA 90599
ALE: AS NOTED BENCHMARK:
TE: FEB 20, 1997 SEE SHEET 1
LINE DATA
NUMBER
DIRECTION
DISTANCE
L 1
S 54'43'35 " W
180.00'
L2
N 35.16'25 W
74.00'
L3
N 50'00'00" W
120.29'
L4
N 50'00'00" W
16.71 '
L5
S 35'35'00" E
210.00'
CURVE DATA
NUMBER D=
TANGENT
R=
-25
L=
C1
90100'00"
25.00
0-0
39.27
C2
90100'00"
25.00
25.00
39.27
C3
10' 14 ' 14 "
9.85
110.00
19.65
C4
110'2828
86.45
60.00
115.69
C5
90'00'00"
35.00
35.00
54.98
C6
11 '33' 17"
1 1.13'
110.00
22.18'
C7
44'14'44 .,
130.09
320.00
247.11
C8
48'50'52 "
163.48
360.00
306.92
C9
21 `27'02"
60.61
320.00
119.80
C10
76'50'08
285.52
360.00
482.77
C 1 1
94'58'3125.00
41.44
C 12
101 '01 '30 "
30.34
25.00
44.08
C 13
14'25'00 "
39.97
316.00
79.51
C14
14'25'00"
35.92
284.00
71.46
C15
17'36'02
16.87
109.00
33.48
C 16
17'36'02"
16.87
109.00
33.48
C17
215' 12'04 "
1 19.79
1,38.00
142.73
C 18
47'51'02"
1150.85
340.00
283.95
C19
28'02'30"
84.90
340.00
166.40
C20
46'49'41 "
147.23
340.00
277.88
C21
14'25'00"
75.49
300.00
37.94
C22
89'5559"
55.00
55.06
86.43
TRACT N0. 27945
COUNTY OF RIVERSIDE
STREET IMPROVEMENT PLAN
GREEN TREE COURT
FOR: K. HOVNANIAN
SHEET No.
z
OF 3 SHEETS
'ILE No.
5084
91R'm