ecs042_034-034IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET 1 OF 1 SHEETS
0 100 4 200 400 640
SCALE:1"=200' TRACT 30322 N
BEING A SUBDIVISION OF PARCEL 2 OF PARCEL MAP 31984 AS SHOWN BY MAP ON FILE
ENVIRONMENTALT I ,T NOTE IN BOOK 210L MAPS AT PAGES 54 AND RIVERSIDE �`4 EBB
4 COUNTY, _
THE ENWRONMENTAL COASTRMINT INFO AIATION SHOWN ON THIS MAS CALIFORNIA, WITHIN I � I ia a
S.B.M.
SHEET IS FOR INFCRAMTONAL PURPOSES DESCRIBING CCIDffl NS AS
OF THE DATE OF FILING, AND IS NOT INTENDED TO AFFECT RECORD ALBERTA. WEBB ASSOCIATES - CIVIL ENGINEERS FEBRUARY, 2015
TITLE INTEREST rHIS INFORkPITION IS DERIVED FROM PUBLIC
RECORDS CAI REPORTS, AND DOES NOT IMPLY THE CORRECTNESS OR
&FRCIENCY OF THOSE A`E'CCE'DS OR REPORT5 BY THE PREPARER OF
THIS MAIC SIZE
SURVEYOR'S NOTES
FD. 1' IP W/ P.P. & NAIL, LS 4777, FLUSH, FD. 1" IP /P.P., LS 3291, DN 0.25' PER
PER PM 111/36 & IRS 70/26-33 COR. REC. 98-83 & PN 210/54-55,
1.06' NORTHERLY OF SECTION LINE 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
STATE PLANE SYSTEM, CCS43, ZONE 6, BASED LOCALLY ON
............. _...__ _.. CONTROL STATIONS "BELL" &e "AHMT RYAN" EPOCH 1991.35, NAD83
a "K -5'N89°46°5' 1327.04' (N89°41'09"E 1321.44` R1) (N89°40'53"E 1326.76' R2) (N69°44'53"E 1327.04' R4) (NSRS2014) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS
MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM
2 1 1
OLIVE AVENUE i REFERENCE DAPS OR DEEDS ARE AS SHOWN PER THAT RECORD
777
REFERENCE. ALL DISTANCES ARE GROUND, UNLESS SPECIFIED
i� OTHERWISE.
`� , J I i
2. INDICATES FOUND MONUMENT AS NOTED,
YATT LANE
�_ 3. INDICATES SET 1" I.P. TAGGED LS 5529, FLUSH.
- - -� -- 5111F3
W�,�SJ c�� �r �,(>> �o % 4. � INDICATES GPS CONTINUOUSLY OPERATING REFERENCE
il STATION
r
Ad Lu
L 5. (R1) INDICATES RECORD OR CALCULATED DATA PER PARCEL MAP04
Ca} o}o, U � Zr - - NO. 31984, P.M.B. 214/54-55, UNLESS OTHERWISE NOTED.
` 2C � g0'(49
( 9 ' j > -`na 6. (R2) INDICATES RECORD DATA PER R.S. 70/26-33, UNLESS
U`1Li 1 '` `�:; CJ r �� �' �`° c, :Jf cL`',�'Lj �@ �U �7 5uj
ti
�� -- , - d _"� _ '� =' OTHERWISE NOTED.
1wv
��Y ���- I 7. (R3) INDICATES RECORD OR CALCULATED GROUND DATA PER RI�1.
_ CO. R/W MAP 929 -DD.
_
r ° ��� - o
I _ a,
% �� _ --- -- �� 8. (R4) INDICATES RECORD OR CALCULATED DATA PER TRACT MAP
1
q 2 I N3� � ` j `� (� J r - 1 J- O I „� � NO. 3032-- , M.B. 4Q 1-66.
i - `� ? 1 476
-I a
00 C14
(1 }1 o s 3 3 i �� -- ���'� 9. INDICATES RPSTTiIC QLD ACCESS.
/u ;
_. - T,a 14. DISTANCES SHOWN ARE GROUND. GRID DISTANCES MAYBE
FID. 1 IP W/ � � y _'. X17 OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION
P.P., LS 5529 - ��„�
Ur i I � � �� T `� FACTOR OF 4.9999450582
DN° 0.30 PER PM (
211/34-35 L'? ;L� `} FD. 3 4
RCFm ® P IP
W/
11. SET 1" I.P. TAGGED LS 5529, FLUSH, AT ALL LOT CORNERS, ANGLE
\j P. DN. POINTS IN SIDE OR REAR LCT LINES, AND ANGLE POINTS IN
/
°ff_
l - f
0.30', PER RS SUBDIVISION BOUNDARY.
�� ^
° 1' IP W/ P.P., DI% - 70/26m33
11�a 2 f� ` 12. SET NAIL AND TAG LS 5529 ON TCP OF REAR BLOCK WALL IN LIEU
5529, DN. 0.70' f
��' OF 1" I.P. AT REAR LOT CORNERS, WHERE REAR CONCRETE BLOCK
AM",PER PM 210/54-55 _ � ``
it- ] d i G �� <<� WALLS EXIST.
y
\�_\' - ) � ..� a7,� ...ea.1'..� I. I e�3 ``C `
'" 01
s _�. r.... �..
L�AQ w \\�l S\t4 UJ 13. SE'T NAIL TAG IS 5529'° ON TOP OF CURB AT ALL SIDE
( ) ( ) R-1744,44'-1°a'�� 1I s
92£1.74' N89®32'49'E 9213.74° R1 R4 928,75' N49°32'37 E R2 _ - _ d'18' 1 n LOT LINES PROJECTED 9,75' FROM PL FOR 1Q' PARKWAY AND
1sa N89°55'16 W A� ,v -
RIVERSIDE COUNTY (Rm1144.OQ' L�4p5.Q7' �13°2as �� �4`a ��, � l �' r J 14.75' FOR 15' PARKWAYS. PER RIVERSIDE CO. STD. 'E'.
FLOOD CONTROL AND 9 0 -c (R=1744.x04' L=4x5,17' fl �3®2043 I p
WATER CONSERVATION �13®1740°00' L 405.17° d` I
' 14. SET" LEAD AND TAG "L.S. 5529" IN TOP OF CURB RIVERSIDE CO. STD.
CHEDs a DISTRICT PER INST. c� _ I "E") FOR B.C.'S, E.C.'S, P.C.C.'S, P.R.C.'S AND CORNER CUTBACKS
FOUND CQ PROJECTED PERPENDICULAR OR RADIAL FROM CENTERLINE 18.25' FOR
NOTHING #151912, REC. c I
07/11/1985, O,R° sl� G `\ fl=11°28'45" R�2€3Qti.Q4 UD �o � -"- 56' ROW AND 22.25' FOR 74' ROW).
aP R T
�Q1Qpm --- N11°24'LY1 ( )
- v (. _ N89°55'16"W °932.13' L®4QQ 69' -T= _
- - _ __- - . - I FD. 3/4" IP W/ RCF WCD P.P., 15. ALL MONUMENTS SHOWN AS "SET" ARE SET PER RIVERSIDE COUNT;
N89.32'49 E 932 73 R1 R4 °N89'32'37"E 932.73' R2 g ORDINANCE 461
( ) i ) �. � , � c; If� DN. 0°20 PER RS 'T0�26-33 AND IN ACCORDANCE WITH THE TERMS OF THE
14 R F
F0° 1 IP / o MONUMENT AGREEMENT FOR THIS MAP.
P.P., 1LS 55299 I i ?' R=2260.00' R-22�aQ.Q4' R2 R�226Q.Q4' R1 R4' �� °
DN. 0.30' PER m (- ) { - ) ;, EASEMENT FOR PIPELINE 16. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND
A=163°43'14" (fl-10.OS25" R2) (p-14°03'14" R1 & R4) 3 I PURPOSES TO -MWD PER , _
P 210/5455 ;OBSTRUCTIONS.
L-396.57' (L®396,69' R2) (L=396.57' R1 Fc R4) 1 I -INST. X2045-0838243,
STORMEASEMNT DRAIN PER � FD° 3/4� I / RCFC WGD P°P°, � � , �. r, � � REC. 10/11/2005
( 17. TRAGI CONTAINS 34.33 GROSS ACRES, MORE OR LESS.
A.
TIS, 34849, WE � 6 DN. 0.20' PER RS 70/26-33 � °IL -------
425/30-36
---'--
425/34 3 N89'55'16"W 936.76' (936.76' R1 R4) (936.71' R2)
�.�.__-_ _��m-e ---------�_-___ __._- -_ 124
_. _00126 - WATER
� 14 m 11 17uj 18 23 La 24 3Q EASEMENT NOTES
QUALITY 13ASII 1.(14'
sr__ I AT Q L 8 w 1
I3ASiN 9 12 19 22 t o 29
r
La
' 16 25 31 37
I AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR
8 cD 13 --� 8 8 2$ { `� UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, IN FAVOR
3 20 21 -46 OF NEVADA -CALIFORNIA ELECTRIC POWER COMPANY, RECORDED
3D,Qg' 4 15 �- i =� q» 26
j Lam, �1� c, 7 14 �, d ems; 32 � 04/09/1938, AS INSTRUMENT NO. 497 IN BOOK 366 PAGE 463
-a
S I O.R.
SEARCII 4 6 kg- a ® Sp 33 8 4 °� A AN EASEMENT FOR EITHER OR BOTH POLE LANES, CONDUITS OR
�_
01 /
60O~ `�: \ UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, IN FAVOR
° NOTHING 5 I
43 44 1 45 46 h �_DRIVE m� �` \� OF NEVADA -CALIFORNIA ELECTRIC POWER COMPANY, RECORDED
WESTERN E � 41 �°Y fj� / 47 48 $�� _ \5,\� .� 04/07/1938, IN BOOK 369 PAGE 317 Q.R.
y� Tt 49 _
MILLS ,RIVE 4Q _
8 °
/ 1 39 115 I s''� AN EASEMENT FOR SLOPE AND INCIDENTAL PURPOSES IN FAVOR
7 38 1.0 K 9 _ 8 116 ( "'� 3 T
w P a OF THE CQUN 3 Y OF RIVERSIDE, RECORDED JUNE 14, 2444 AS
...___ � s 125 --WATER 114 INSTRUMENT NO. 2044-0446154, Q,R.
QUALITY` - ! 81 80 79 78---_--�r EASEMENT FOR ROAD &c DRAINAGE
:� PURPOSES TO RIVERSDIE COUNTY
BASIN Ce 69 8 54 117 4 AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES IN
Z t® 113 PER 01ST. 2007-4476249, REC.
_ _ ' 8 � °� � FAVOR OF THE COUNTY OF RIVERSIDE, RECORDED JUNE 10, 2404
C, ' ` La$ SLOT s>L;9 a7 118 I 02-Q1-2447, Q.R.
70 51 1.DO' AS INSTRUMENT NO. 2444-0446155, Q.R,
i I ®� �'" " PON TRACKS COURT
112
88 67
0 La
I 47 8 11 76 52 111 1 ° I 30.063' AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN
' i 49 66 72 73 741 75 25.0(7' 4 FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, RECORDED MARCH
10, 2006 AS INSTRUMENT NO. 2006-174247, Q.R.
res I E 86 53 110 120 I 301.44'
85 90 a- 121 6 EASEMENT FQR ROAD UT@I.IiY PURPOSES AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN
O 65 64 63 62 61 6Q 59 58 57 56 55 54 r53-= 109 I E FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, RECORDED APRIL
-_La
TO RIVERSIDE COI�NI. PER INSl. 2007 AS INSTRUMENT
s 91 ``t�' - #2006-4897391, REC. 2-47-2006, OR.
� 6 ENT NO. 2007-234457 Q.R.
4 259 I` I 84 tai 11 �? 122 `I
and LOT @ "
92� 144 r FD. 1 IP W/ P.P., LS 5529, - DRAINAGE EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF
3' z auNKoE ROAD I V;
76' L la - 7 ' FLOOD CONTROL FACILITIES DEDICATED HEREON.
� � � 83 123 DN. O°30' PER PM .r-
82L93 94 9 I 210/54-55 - " ` �3�
96 97 9899 140 ° 141 142 143 144 145 146 4TH VALLEY -NIDE
1 P 14?� 124 -- -- LANDSCAPE MAINTENANCE EASEMENT I FAVOR OF
c.. - 09.9 P,,, �� RECREATION AND PARK DISTRICT, DEDICATED HEREON.
�I N89°30'57"� 1114.61' (N89'57'08"E 1114.46' R1) FD
-�� 3 a
°
P.P., LS 5519 -� " 1111.25' (N8T31'05' 1111.04' R3) -_. __...__ --t - 3 .� -00 1 1
DN. 0,30' PER ;`.? ft . r N89°3€3'5r"W 1333.28' (1333.28° R1 & R4) (1333,60' R2) (N89°31'05"W 1333.14' R3) .
PM 2105455 OENIGONI PARKWAY
_-._.__.-_._.___--_
FD. 10 IP, RIV. CO. 40' R PER DEED BK. 544 FD. 1" (P, RfV. CO° S., DN. 0.30' -- 6 FD. 1"
IP, OPEN, DN, O°50', ACCEPTED
S°, D'° 0°30' PER / AS C.W. 1/16 CORNER PER PM
PG 165 194, REC. �- PER RIV° CO. R 929 -DD 210 54-55, SEI TAC, LS 5529
CO. R/W : /
929 -DD ACCEPTED AS 14/14/1922 & 12/7/1922 w
1/4 CORNER R-1924.19 (R=1924.QQ' R3) (R=1924.18' R1)
R/W PER DEE® TO RIVERSIDE ®6°38'32" (8=6°38'42" R3) (A=6°38'48' R1) ' 4=6°22'31
COUNTY PER (NST. L=223.46' (L=223,14' R3) (L=223.21' R1) _R=2€340.19'
2004-4 1Q2444 46153, REC, 6 L-222.56'
/ / T=11140
� I
I
ENVIRONMENTALT 1
THE REQUIRED WATER SYSTEM; INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND ACCEPTED BY THE APPROPRIATE WATER
AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL PLACED ON AN INDIVIDUAL LOT.
ALL BUILDINGS SHALL BE CONSTRUCTED WITH CLASS B MATERIAL AS PER THE CALIFORNIA BUILDING CODE,
GATE ENTRANCES SMALL BE AT LEAST TWO FEET WIDER THAN TETE WIDTH OF THE TRAFFIC LANES SERVING THAT GATE. ANY GATE
PROVIDING ACCESS FROM A ROAD TO A DRIVEWAY SHALL BE LOCATED AT LEAST 35 FEET" SETBACK FROM THE ROADWAY AND
SHALL BE OPEN TO ALLOW A VEHICLE TO STOP WITHOITT` OBSTRUCTING TRAFFIC ON THE ROAD. WHERE A ONE-WAY ROAD WITH A
SINGLE TRAFFIC LAkNE PROVIDES ACCESS TO A GATE ENTRANCE, A 34' TURNING RADIUS SHALL BE USED,
GATE(S) SHALL BE AUTOMATIC OR MANUAL MINIMUM 20 FEET IN WIDTH, GATE ACCESS SHALL BE EQUIPPED WITH A RAPID ENTRY
SYSTEM. PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. AUTOMATIC/MANUAL GATE
PINS -SHALL BE RATED WITH SHEAR PIN FORGE, NOT TO EXCEED 30' POUNDS. AUTOMATIC GATES SHALL BE EQUIPPED WITH
EMERGENCY BACKUP POWER. GATES ACTIVATED BY TETE RAPID ENTRY SYSTEM SHALL REMAIN OPEN UNTIL CLOSED BY THE RAPID
ENTRY SYSTEM.
NOTICE
THIS PROPERTY IS SUBJECT TO LIGHTING RESTRICTIONS AS REQUIRED BY COUNTY ORDINANCE NO. 655, WHICH ARE INTENDED TO
NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE
REDUCE THE EFFECTS OF NIGHT LIGHTING ON THE MOUNT PALOMAR OBSERVATORY. ALL PROPOSED OUTDOOR LIGHTING SYSTEMS
SALT CREEK CHANNEL/WINCHESTER/NORTH HEMET AREA DRAINAGE
STALL BE IN 'CONFORMANCE WITH COUNTY ORDINANCE NO. 655.
PLAN WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS OF THE
COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF ORDINANCE
THIS SITE, AS DELINEATED ON THIS ENVIRONMENTAL CONSTRAINT SHEEN, AND AS INDICATED IN COUNTY GEOLOGIC REPORT (GEO)
460 AND SECTION 66483, ET SEQ, OF THE GOVERNMENT CODE AND
NO. 1164, IS SUBJECT TO THE POTENTIAL HAZARD OF LIQUEFACTION. THEREFORE, MITIGATION OF THIS HAZARD, IN THE FORM OF
THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA.
REMEDIAL GRADING AND STRUCTURAL DESIGN IMPROVEMENTS, IS REQUIRED PRIOR TO PLACEMENT OF SETTLEMENT SENSITIVE
STRUCTURES ON THIS SITE.
NOTICE IS FURTHER GIVEN THAT, PURSUANT TO SECTION 14.25 OF
ORDINANCE 460, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID
COUNTY ARCHAEOLOGICAL. REPORT NO. PD -A®3202 WAS PREPARED FOR THIS PROPERTY ON AUGUST 19, 2403 BY CRM TECH AND
WITH CASHIERS CHECK OR MONEY ORDER ONLY TO THE RIVERSIDE
IS ON FILE AT THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT. THE PROPERTY IS NOT SUBJECT TC SURFACE ALTERATION
COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT AT THE
RESTRICTIONS 'TEASED ON TIME RESULTS OF THE REPORT.
TIME OF ISSUANCE OF THE GRADING OR BUILDING PERMIT FOR SAID
PARCELS, WHICHEVER OCCURS FIRST, AND THAT THE OWNER OF EACH
COUNTY BIOLOGICAL REPORT NO. PD -8-2414 WAS PREPARED FOR THIS PROPERTY ON JULY OF 2643 BY PRINCIPE AND
PARCEL, AT THE TIME OF ISSUANCE OF EITHER THE GRADING OR
ASSOCIATES AND IS ON FILE AT THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT, 'THE PROPERTY IS (NOT) SUBJECT TO
BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN
T3IQLO ICAL RESOURCES RESTRICTIONS BASED ON THE RESULTS OF THE REPORT.
EFFECT AT THE TIME OF ISSUANCE OF THE ACTUAL PERMIT.
"AI� p ,
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VICINITYMAP
SNOT TO SCALE
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