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BEING A DIVISION OF PARCEL 65 OF PARCEL MAP 6835 ON FILE IN
BOOK 29 OF PARCEL MAPS, PAGES 27 THROUGH 41, INCLUSIVE, RECORDS OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA, LYING WITHIN RANCHO SANTA ROSA BY PATENT DATED OCTOBER 10, 1860 AND
RECORDED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY, STATE OF CALIFORNIA
DENNIS JANDA, INC. AUGUST 2010
FD 1 1/4" I.P.,
RCE 862, DN 0.5'
PER P.M.29/27 -41
ACCEPTED PER P.M.186/43 -44
- z z PUBLIC RIGHT OF WAY
AP
FD, 1 1/4" I.P., ON 10 ", RCE 862, Z z o o DEDICATED PER PARCEL M R
PER PM 29/27 -41 AND PM 186/4344 PARCEL 1 142' m m PM 29/27 - 41' AC o S2D R 37, PARCEL 2
ACCEPTED PER CORNER P.M. 186/43 -44 RESRECORDED 4"3N0 OLUTION NO 1982 P.M. 190/87 -88
RECORD TIE 12 -0012 w N N 74539,
- FD. 1' I.P., OPEN a w I `c AS INSTRUMENT
PARCEL2 o PRC O C� mm n OFFICIAL RECORDS
P.M. 186/43-44 N 09 °33'47" E (R ON 0.4', IN WELL (�Q1�� DN 3.5'
�- SET TAG L.S. 6359 o v v FD, 1 1/4" LP., RCE 862,
/ $ ACCEPTED PER P.M. ° ACCEPTED PER
PER PER P.M. 298
P.M. 190/87-88
TOTALOLCURVE 186)43 -44 � \
A= 107 °59'33 "(A = 108°03'15') cj. (A =17 °37'52" L 615.44' R= 2000.0
R= 400.00' (R= 400.00'}
(L= R A 4 -17 °37'14° L= 615.07' R= 2000.0 -
L= 753.93' 754.36') 35 i LOS °-' i '- -_- - - — - - SEE DETAIL n
e • // — — A'
PUBLIC RIGHT OF WAY �" 6 // \"475-47, VIA VAQUERO ROAD — _
DEDICATED PER PARCEL MAP 6835 -- \ < /
PM 29/27 -41. ACCEPTED PER j / N '- A =17 °05'35" L= 611.58 R= 2050.00 �� // I z y PARCELI
-137, '� *1 o, o °?
RESOLUTION NO. 82 Q, Z m cf1 P.M. 185/89 -90
RECORDED 4 -30 -1982, g� O6
AS INSTRUMENT NO. 74539,
OFFICIAL RECORDS °^ / 0 0� o SEARCHED FD NOTHING
ESTABLISHED PER CORNER
v / P, h� a' RECORD TIE 12 -0012
X30' WIDE ACCESS SET NOTHING PARCEL 1
l 3 71' ,
I/ 9.30 ACRES NET r��� 1 71 91
N 87 °44'45" W(R 11.65 ACRES GROSS it PARCEL 4
so.0 4 P.M. 185/89-90
.� 5�? N
A = 10 ° 41'00" 4c I ° 2g G� CL 20' WIDE ACCESS I a
L= 74.58' 2896.,26" 68 NI p r j
R= 400.00'
FD. _1 °3q 15 " A 10 °41'00" N 81 W (�� = °
UP 0 1 1, I.P. L5 5266 (� I y L= 65.26' 15'45" W ^ �8'(y. Iw N 56 5 �
PER P.M 780 ACCEPT ED R= 350.00' G � f A " 29'22 � I
6 % N
/43 -q9 oz I I o cj� Cj 1119.14' -1 „ 4�� LP_,
m o I Iz r m ° t�QCi RL255 FD 862 (DOWN 4„
S8 j2 m r �� ml ,n e f C_ �• �abl 25.00. RCE 29127"41
PER P.M. PER
al EP / D. S 80 °28'16" W R P.M. 39314 I ACCEPTED
jjk pktAl 206 6 g I I /z a Pia CON S_ 'fii�f3G 71.00 LOT 1
MB 383/48 -52
FD. 1" I.P. o, PARCEL 2
R.C.E. 21914, FLUSH I �5 MINIMUM 9.42 ACRES NET
PER P.M. 70 /110 -111 62 10.54 ACRES GROSS v o o
ACCEPTED PER
P.M. 186/4344 Siy2
Z m Z N 76 °52,0
SEARCHED FD NOTHING 2 z o y 53 .76' W N
ESTABLISHED v11 m 76 °52'04 "W
BY INTERSECTION N� �„ o o N 76 °52'09„
p W ° m 'T N
o u= cc 1356.98' ° ° ° ° ° �+�+2 p y���
PARCELI o 12 15.63. ° ° ° °_aW
P.M. 70 /110 - 111 S°N CN76 ° 52'1 15 'MZ °� cr Off/
c PARCEL 66 2 W 1356.90. NIMUM _
!s MINIM M h
r m J P.M. 29/27 - 41 MINIMUM. / SEARCHED FD NOTHING,
SET NOTHING
Ao S 6 / -Z O
/ J cp.
sy 6`'s ✓6s v� 19
v SEARCHED FD NOTHING,
¢ SET 1 1/4" IP W/TAG LS 6359, FLUSH -D= �` s8 '"
q
6`
RCE 26159 FLUSH 0 9�
v N n AND ACCEPTED PER
49'
Iq RU ° PARCEL 67 CORNER RECORD TIE 09 - 524 3
FR v o e M o n
P.M. 29/27 -41
A =2 °21
5 �[ �� ('24 ")
j0
�6 °I / FD. 1 "IP, (L= 8498')
R 'C S60°19'35"E R W / NO TAG, ON. 1.0 IN MON.
A F , 22g Ip CR WELL ACCEPTED PER /
PFR DACCFp Up O. VERIFIED BY TIES PER R TIE CORNER RECORD TIE 09 -524 /
M I,T 2 12 -0013 5 55°2411 LVV(R)
150 0 75 150 300
SCALE: 1 "= 150'
m
kq
ENVIRONMENTAL CONSTRAINT NOTES
THE ENVIRONMENTAL CONSTRAINT INFORMATION SHOWN ON THIS MAP SHEET IS FOR INFORMATIONAL
PURPOSES DESCRIBING CONDITIONS AS OF THE DATE OF THIS FILING, AND IS NOT INTENDED TO AFFECT
RECORD TITLE INTEREST. THIS INFORMATION IS DERIVED FROM PUBLIC RECORDS OR REPORTS, AND DOES NOT
IMPLY THE CORRECTNESS OR SUFFICIENCY OF THOSE RECORDS OR REPORTS BY THE PREPARER OF THIS MAP
SHEET.
1. IF DEVELOPMENT OF THIS SITE INCLUDING THE CONSTRUCTION OF A RESIDENCE ON A SINGLE PARCEL
CREATES 5,000 SQUARE FEET OR MORE OF IMPERVIOUS SURFACES, A PROJECT SPECIFIC WATER QUALITY
MANAGEMENT PLAN SHALL BE SUBMITTED TO THE DISTRICT. ALL SUBMITTALS SHALL BE DATE STAMPED BY THE
ENGINEER AND INCLUDE A COMPLETED FLOOD CONTROL DEPOSIT BASED FEE WORKSHEET AND THE
APPROPRIATE PLAN CHECK FEE DEPOSIT.
2, NO DISTURBANCES MAY OCCUR WITHIN THE BOUNDARIES OF THE CONSTRAINT AREAS.
3. BRUSH MANAGEMENT TO REDUCE FUEL LOADS TO PROTECT URBAN USES (FUEL MODIFICATION ZONES) WILL
NOT ENCROACH INTO THE CONSTRAINT AREAS.
4. NIGHT LIGHTING SHALL BE DIRECTED AWAY FROM THE CONSTRAINT AREA. SHIELDING SHALL BE
INCORPORATED IN PROJECT DESIGNS TO ENSURE AMBIENT LIGHTING IN THE CONSTRAINT AREA IS NOT
INCREASED.
5. THE LAND DIVISION IS LOCATED IN THE "HAZARDOUS FIRE AREA" OF RIVERSIDE COUNTY AS SHOWN ON A
MAP ON FILE WITH THE CLERK OF THE BOARD OF SUPERVISORS. ANY BUILDING CONSTRUCTED ON LOTS
CREATED BY THIS LAND DIVISION SHALL COMPLY WITH THE SPECIAL CONSTRUCTION PROVISIONS CONTAINED IN
RIVERSIDE COUNTY ORDINANCE 787.2.
6. ALL BUILDINGS SHALL BE CONSTRUCTED WITH CLASS B MATERIAL AS PER THE CALIFORNIA BUILDING CODE.
7. DRIVEWAYS EXCEEDING 150' IN LENGTH, BUT LESS THAN 800' IN LENGTH, SHALL PROVIDE A TURNOUT NEAR
THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800', TURNOUTS SHALL BE PROVIDED NO
MORE THAN 400' APART. TURNOUTS SHALL BE A MINIMUM OF 10' WIDE AND 30' IN LENGTH, WITH A MINIMUM 25'
TAPER ON EACH END. AN APPROVED TURNAROUND SHALL BE PROVIDED AT ALL BUILDING SITES ON DRIVEWAYS
OVER 150 FEET IN LENGTH, AND SHALL BE WITHIN 50' OF THE BUILDING.
8. ACCESS WILL NOT HAVE AN UP, OR DOWNGRADE OF MORE THAN 15 %. (ACCESS WILL NOT BE LESS THAN 20
FEET IN WIDTH PER THE 2001 UFC, ARTICLE 9, SECTION 902.2.2.1) AND WILL HAVE A VERTICAL CLEARANCE OF
15'. ACCESS WILL BE DESIGNED TO WITHSTAND THE WEIGHT OF 60 THOUSAND POUNDS OVER 2 AXLES. ACCESS
WILL HAVE A TURNING RADIUS OF 38 FEET CAPABLE OF ACCOMODATING FIRE APPARATUS.
9. 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.
10. SHOULD THE APPLICANT OR DEVELOPER CHOOSE TO DEFER THE FIRE PROTECTION REQUIREMENTS, AN
ENVIRONMENTAL CONSTRAINT SHEET SHALL BE FILED WITH THE FINAL MAP CONTAINING THE FOLLOWING:
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT OR DEVELOPER SHALL PROVIDE WRITTEN
CERTIFICATION FROM THE WATER COMPANY THAT A STANDARD FIRE HYDRANT(S) (6 "x4 "x2 1/2 ") EXIST, WITHIN
250 FEET OF ANY PORTION OF THE LOT FRONTAGE AS MEASURED ALONG APPROVED VEHICULAR TRAVELWAYS;
OR THAT FINANCIAL ARRANGEMENTS HAVE BEEN MADE TO PROVIDE HYDRANT(S).
11. THIS PROPERTY IS SUBJECT TO LIGHTING RESTRICTIONS AS REQUIRED BY COUNTY ORDINANCE NO. 655,
WHICH ARE INTENDED TO REDUCE THE EFFECTS OF NIGHT LIGHTING ON THE MOUNT PALOMAR OBSERVATORY.
ALL PROPOSED OUTDOOR LIGHTING SYTEMS SHALL BE IN CONFORMANCE WITH COUNTY ORDINANCE NO. 655.
DETAIL "A" ` -7
C p =00 °31'40"
N.T.J. L= 18.40'
615.44' R= 2000. 71.0
N 81
(p =17 °37'52" L E
= 2000.00'
'
p =17 °37'14" L= 615.0 R=
VIA VAQUERO RD. CI. v N
® —LOT "B" °a c
I � �
r v
S 07 °31'48" E (R)
PARCEL 1 I
I o �
I
BOOK _ PAGE _
SHEET 1
OF 1 SHEET
AVENDIA
� �
DEL ORO
0
G
a
j 0 RD.
N
VICINITY MAP
SITE
N.T.S.
THE ENVIRONMENTAL CONSTRAINT INFORMATION SHOWN ON THIS MAP SHEET IS FOR INFORMATIONAL
PURPOSES DESCRIBING CONDITIONS AS OF THE DATE OF THIS FILING, AND IS NOT INTENDED TO AFFECT
RECORD TITLE INTEREST. THIS INFORMATION IS DERIVED FROM PUBLIC RECORDS OR REPORTS, AND DOES NOT
IMPLY THE CORRECTNESS OR SUFFICIENCY OF THOSE RECORDS OR REPORTS BY THE PREPARER OF THIS MAP
SHEET.
1. IF DEVELOPMENT OF THIS SITE INCLUDING THE CONSTRUCTION OF A RESIDENCE ON A SINGLE PARCEL
CREATES 5,000 SQUARE FEET OR MORE OF IMPERVIOUS SURFACES, A PROJECT SPECIFIC WATER QUALITY
MANAGEMENT PLAN SHALL BE SUBMITTED TO THE DISTRICT. ALL SUBMITTALS SHALL BE DATE STAMPED BY THE
ENGINEER AND INCLUDE A COMPLETED FLOOD CONTROL DEPOSIT BASED FEE WORKSHEET AND THE
APPROPRIATE PLAN CHECK FEE DEPOSIT.
2, NO DISTURBANCES MAY OCCUR WITHIN THE BOUNDARIES OF THE CONSTRAINT AREAS.
3. BRUSH MANAGEMENT TO REDUCE FUEL LOADS TO PROTECT URBAN USES (FUEL MODIFICATION ZONES) WILL
NOT ENCROACH INTO THE CONSTRAINT AREAS.
4. NIGHT LIGHTING SHALL BE DIRECTED AWAY FROM THE CONSTRAINT AREA. SHIELDING SHALL BE
INCORPORATED IN PROJECT DESIGNS TO ENSURE AMBIENT LIGHTING IN THE CONSTRAINT AREA IS NOT
INCREASED.
5. THE LAND DIVISION IS LOCATED IN THE "HAZARDOUS FIRE AREA" OF RIVERSIDE COUNTY AS SHOWN ON A
MAP ON FILE WITH THE CLERK OF THE BOARD OF SUPERVISORS. ANY BUILDING CONSTRUCTED ON LOTS
CREATED BY THIS LAND DIVISION SHALL COMPLY WITH THE SPECIAL CONSTRUCTION PROVISIONS CONTAINED IN
RIVERSIDE COUNTY ORDINANCE 787.2.
6. ALL BUILDINGS SHALL BE CONSTRUCTED WITH CLASS B MATERIAL AS PER THE CALIFORNIA BUILDING CODE.
7. DRIVEWAYS EXCEEDING 150' IN LENGTH, BUT LESS THAN 800' IN LENGTH, SHALL PROVIDE A TURNOUT NEAR
THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800', TURNOUTS SHALL BE PROVIDED NO
MORE THAN 400' APART. TURNOUTS SHALL BE A MINIMUM OF 10' WIDE AND 30' IN LENGTH, WITH A MINIMUM 25'
TAPER ON EACH END. AN APPROVED TURNAROUND SHALL BE PROVIDED AT ALL BUILDING SITES ON DRIVEWAYS
OVER 150 FEET IN LENGTH, AND SHALL BE WITHIN 50' OF THE BUILDING.
8. ACCESS WILL NOT HAVE AN UP, OR DOWNGRADE OF MORE THAN 15 %. (ACCESS WILL NOT BE LESS THAN 20
FEET IN WIDTH PER THE 2001 UFC, ARTICLE 9, SECTION 902.2.2.1) AND WILL HAVE A VERTICAL CLEARANCE OF
15'. ACCESS WILL BE DESIGNED TO WITHSTAND THE WEIGHT OF 60 THOUSAND POUNDS OVER 2 AXLES. ACCESS
WILL HAVE A TURNING RADIUS OF 38 FEET CAPABLE OF ACCOMODATING FIRE APPARATUS.
9. 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.
10. SHOULD THE APPLICANT OR DEVELOPER CHOOSE TO DEFER THE FIRE PROTECTION REQUIREMENTS, AN
ENVIRONMENTAL CONSTRAINT SHEET SHALL BE FILED WITH THE FINAL MAP CONTAINING THE FOLLOWING:
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT OR DEVELOPER SHALL PROVIDE WRITTEN
CERTIFICATION FROM THE WATER COMPANY THAT A STANDARD FIRE HYDRANT(S) (6 "x4 "x2 1/2 ") EXIST, WITHIN
250 FEET OF ANY PORTION OF THE LOT FRONTAGE AS MEASURED ALONG APPROVED VEHICULAR TRAVELWAYS;
OR THAT FINANCIAL ARRANGEMENTS HAVE BEEN MADE TO PROVIDE HYDRANT(S).
11. THIS PROPERTY IS SUBJECT TO LIGHTING RESTRICTIONS AS REQUIRED BY COUNTY ORDINANCE NO. 655,
WHICH ARE INTENDED TO REDUCE THE EFFECTS OF NIGHT LIGHTING ON THE MOUNT PALOMAR OBSERVATORY.
ALL PROPOSED OUTDOOR LIGHTING SYTEMS SHALL BE IN CONFORMANCE WITH COUNTY ORDINANCE NO. 655.
DETAIL "A" ` -7
C p =00 °31'40"
N.T.J. L= 18.40'
615.44' R= 2000. 71.0
N 81
(p =17 °37'52" L E
= 2000.00'
'
p =17 °37'14" L= 615.0 R=
VIA VAQUERO RD. CI. v N
® —LOT "B" °a c
I � �
r v
S 07 °31'48" E (R)
PARCEL 1 I
I o �
I
BOOK _ PAGE _