ecs042_032-032ENVIRONMENTAL CONSTRAINT SHEET
IN THE UNINCORPORATED AREA OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 1 SHEETS
PARCEL MAP No. 32980
BEING A DIVISION OF PARCEL 4 AND A PORTION OF PARCEL 3 AS SHOWN ON PARCEL MAP 15558 RECORDED IN BOOK 100, PAGES 25
AND 26 OF PARCEL MAPS AS DEFINED BY LOT LINE ADJUSTMENT RECORDED JANUARY 7, 2005 AS INSTRUMENT NO. 2005-0018688 IN
THE OFFICE OF COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. LYING WITHIN RANCHO PAUBA
SAKE ENGINEERS, INC. JUNE 2016
BASIS OF BEARING:��7 ��j EASEMENT NOTES:
THE BASIS OF BEARING FOR THIS p D C ��)J1VLL 11�0� 0
SURVEY IS THE NORTHERLY LINE OF A 12' AND 20' EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON FOR
PARCEL MAP NO. 15558, BEINGOELECTRIC UTILITY PURPOSES REC. AUGUST 23, 1972 AS INST. NO. 112937.
SOUTH 82'40'01"WEST, AS SHOWN N33°53'40"W 319.23
2 \(N33°53 41"W 319_23') OA 15' AND 20' EASEMENT IN FAVOR OF KACOR REALTY, INC., A CORPORATION
ON P.M.B. 100 / 25-26. 1 �s \� FOR UTILITY PUPOSES REC. FEBRUARY 14, 1978 AS INST. NO. 28065.
PD IV 115422 P"M" 85 0 �� [14254'R&M] OUTILIAN FTTIIESMANNT IN FAVOR OF D ROADWAYS REC.ANCHO NOV NOVEMBER
19776TER AS INISTRICT ST. NO.FOR 1104738.LIC
0
PARD y�D9 PERMANENT AGRICULTURE CONSERVATION EASEMENT
\ �2� -- ?2Z 58 ENVIRONMENTAL CONSTRAINTS NOTES:
iPDNO DISTURBANCES MAY OCCUR WITHIN THE BOUNDARIES OF THE CONSTRAINT AREAS.
/ / m 15558 BRUSH MANAGEMENT TO REDUCE FUEL LOADS TO PROTECT URBAN USES (FUEL MODIFICATION ZONES) WILL
/
/�_"DELINEATED CONSTRAINT NOT ENCROACH INTO THE CONSTRAINT AREAS.
�o j �
en / AREA (RIPARIAN/RIVERINE)" NIGHT LIGHTING SHALL BE DIRECTED AWAY FROM THE CONSTRAINT AREA. SHIELDING SHALL BE INCORPORATED
M / IU*)IN PROJECT DESIGNS TO ENSURE AMBIENT LIGHTING IN THE CONSTRAINT AREAS IS NOT INCREASED.
o \I N N DRIVEWAYS EXCEEDING 150 FEET IN LENGTH BUT LESS THAN 800 FEET, SHALL PROVIDE A TURNOUT NEAR THE
a °p aM i I
PARCEL 4 MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800 FEET, TURNOUTS SHALL BE PROVIDED NO
°' / ^ o MORE THAN 400 FEET APART. TURNOUTS SHALL BE A MINIMUM OF 10 FEET WIDE AND 30 FEEL IN LENGTH,
arnn 00I I �zoz N WITH A MINIMUM OF 25 FEET TAPER ON EACH END. AN APPROVED TURNAROUND SHALL BE PROVIDED AT ALL
af2rn N - w n" BUILDING SITES ON DRIVEWAYS OVER 150 FEET IN LENGTH, AND SHALL BE WITHIN 50 FEET OF THE BUILDING.
a I t FLOODPLAIN o ro �2
d 1 i 00 n 0 Q ACCESS WILL NOT HAVE AN UP OR DOWNGRADE OF MORE THAT 15% (ACCESS WILL NOT BE LESS THAN 20
I PARCEL 2 ^ Zm" FEET IN WIDTH PER THE 2001 UFC, ARTICLE 9, SECTION 902.2.2.1) AND WILL HAVE A VERTICAL CLEARANCE
/ o) a oo � o ? m OF 15 FEET. ACCESS WILL BE DESIGNED TO WITHSTAND THE WEIGHT OF 60,000 POUNDS OVER 2 AXLES.
Ov • �' GROSS= 5.22 AC o o `° J ACCESS WILL HAVE A TURNING RADIUS OF 38 FEET CAPABLE OF ACCOMMODATING FIRE APPARATUS.
3� 1 NET= 5.05 AC raj ' a p
/ 0 a II \ I of o N � ^ a GATE ENTRANCES SHALL BE AT LEAST TWO FEET WIDER THAN THE WIDTH OF THE TRAFFIC LANES) SERVING
�� °' II \/ / \\ w o THAT GATE. ANY GATE PROVIDING ACCESS FROM A ROAD TO A DRIVEWAY SHALL BE LOCATED AT LEAST 35
)o ) 00 I � � � o � o FEET SETBACK FROM THE ROADWAY AND SHALL OPEN TO ALLOW A VEHICLE TO STOP WITHOUT OBSTRUCTING
^�0 (0r�i �� \\ _j z r` a �' TRAFFIC ON THE ROAD. WHERE A ONE-WAY ROAD WITH A SINGLE TRAFFIC LANE PROVIDES ACCESS TO A GATE
o a ` 1 ri N 3 o ENTRANCE, A 38 FEET TURNING RADIUS SHALL BE USED.
\\ \ \ 4 \\ GATE(S) SHALL BE AUTOMATIC OR MANUAL MINIMUM 20 FEET IN WIDTH. GATE ACCESS SHALL BE EQUIPPED
S \ \ \ \ \ ? WITH A RAPID ENTRY SYSTEM. PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR
�S 0'. \ _ \ > TO INSTALLATION. AUTOMATIC/MANUAL GATE PINS SHALL BE RATED WITH SHEAR PIN FORCE NOT TO EXCEED 30
0q 06S , \\ \ 1 POUNDS. AUTOMATIC GATES SHALL BE EQUIPPED WITH EMERGENCY BACK UP POWER. GATES ACTIVATED BY THE
S2?7yI RAPID ENTRY SYSTEM SHALL REMAIN OPEN UNTIL CLOSED BY THE RAPID ENTRY SYSTEM.
,996 \ I I PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A WATER SYSTEM FOR FIRE PROTECTION MUST BE PROVIDED,
86-) PARCEL I ( NP 3 A DOMESTIC WATER SYSTEM WITH AN APPROVED FIRE HYDRANT WITHIN 500' OF THE DRIVEWAY ENTRANCES, AS
n�1 � I wI ^ APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT.
(/o nN THIS PROPERTY IS SUBJECT TO LIGHTING RESTRICTIONS AS REQUIRED BY COUNTY ORDINANCE NO. 655, WHICH
o
6' ARE ARE INTENDED TO REDUCE THE EFFECTS OF NIGHT LIGHTING ON THE MOUNT PALOMAR OBSERVATORY. ALL
0, PROPOSED OUTDOOR LIGHTING SYSTEMS SHALL BE IN CONFORMANCE WITH THE COUNTY ORDINANCE N0. 655.
lb
<a p I I .. N �" - Z NO PERMITS ALLOWING ANY GRADING, CONSTRUCTION OR SURFACE ALTERATIONS SHALL BE ISSUED WHICH
// EFFECT THE DELINEATED CONSTRAINT AREAS WITHOUT FURTHER INVESTIGATION AND/OR MITIGATION AS DIRECTED
N BY THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT. THIS CONSTRAINT AFFECTS LOTS AS SHOWN ON THE
I C2 / ENVIRONMENTAL CONSTRAINT SHEET.
C3 APPROXIMATE FLOOD PLAINS SHALL BE KEPT FREE OF ALL BUILDINGS AND OBSTRUCTIONS. ANY FENCING
( �� ` / \ C1 gyp• SHALL BE OFA RAIL' TYPE. CHAIN LINK FENCING SHALL NOT BE ALLOWED.
(35 S9 TOTAL R/W CURVE
D=122°18'28"(122°18'26")
o w LQT/G ^_zo �, R=70.00' (70.00')
° o° ( o ° `O p L=149.43' (149.43')
00 w4.cn =127.09' (127.09) NOTICE OF DRAINAGE FEES:
�`
EE �/ 0 44 42 �rn �?
N 2 41.04' (41.04') NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE MURRIETA CREEK/SANTA
� m n S69'48'19"W (S69°48'17'W ) GERTRUDIS VALLEY AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS
� p 20.g• I :
\jVPY e h / 1 {' ✓� OF THE COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF ORDINANCE 460 AND SECTION
- �oN� / o o ^ PARCEL 66483, ET SEQ, OF THE GOVERNMENT CODE AND THAT SAID PROPERTY IS SUBJECT TO FEES
h �� i �� n o FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 OF
o /// / r/ p p2 1 11
g2 ^ o ,04"Imo'N 10O MONEY ORDINANO DERCE OONLYYTONTHEEFRIVERSIDETHE I COUNTY NAGE EFLOOD LCONTROL L BE I AND ITWATERHCONS CONSERVATION
IER'S CHECK R
O /l I l
o n - �,8 No oNon
CiI� � N r' DISTRICT AT THE TIME OF ISSUANCE OF THE GRADING OR BUILDING PERMIT FOR SAID PARCELS,
c co, // I i JNo NO'D o O WHICHEVER OCCURS FIRST, AND THAT THE OWNER OF EACH PARCEL, AT THE TIME OF ISSUANCE
OF EITHER THE GRADING OR BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN
EFFECT AT THE TIME OF ISSUANCE OF THE ACTUAL PERMIT.
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w r, y 0 1 '0 o N 14° 24' 19 E 1 '0 0
. 1 0 0 0 0 {\ N N, o(��� (N 14°24'22' o R/W ACCEPTED BY
I I / PARCEL 1 J—+ •0 0 \o,� \N \N (R) 1 �Oop I���� RESOLUTION PER
I\ l \ GROSS= 6.12 AC \\ 0 \ 1 2 p� �� �a INST. NO. 180889
NET= 5.27 AC \\ p \N \\ N 1,3
^ , • L� REC. 04-27-2001
\ \ N N Q
\/
\cps ✓ lP Gjx- CID
FLOODPLAIN Jc�, \✓c . 05%35
�. 0semO N5/ 50 ti/ R/W PER l ' N D=42°58'21 " (42-58'1911) cb co,
P.M. 100/25-26 R=170.00' (R=170.00')
'W � ' ` L=127.50' (L=127.50')
9 TOTAL R/W CURVE 000
hO
D=42°58 21 (42°58'19") T=66.92' (T=66.92') c�
4R=230.00' (230.00') N00°00'57 "W 0
L=172.50' (172.50') (N00°OR'51"� /Ov
T=90.54' (90.53°) NO3° () 4 j
D=42-58'21"(42-58'19 ") \(S\S2 72 \ oo\ / /� oo' Q
` R=200.00' (200.00') Sp3�2'E 222 w (`O/
L=150.00' T8.73'((78.70,) / 0� 4035 j2 \c-�rn^� A-
00'
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0
M�o_
S03
5 \ ♦`�/ /� ��99'l/_ (S03S22��F�2827J RS7 / _ (SO2°25'46"E)
6
21 X086 . �M' — — FND 1" I.P. 1.0'
(NO3S 7 44'° 3 I- R.C.E. 21914 PER
\739.. 4L �
(R�\ ly) �P �/ PM 15558, PM 100/26
so o so 160 2407 / .] 68-75 . cllvll
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