ecs042_025-025ENVIRONMENTAL CONSTRAINTS SHEET
SHEET 1 OF 1 SHEETS
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO, 36390
BEING A SUBDIVISION OF PORTIONS OF THE SOUTHEAST ONE-QUARTER, THE SOUTHWEST ONE-QUARTER AND THE NORTHWEST I
ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 5 WEST AS SHOWN BY SECTIONALIZED SURVEY OF THE RANCHO EL SOBRANTE
DE SAN JACINTO BY MAP RECORDED IN BOOK 1, PAGE 8 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. 1'C
PROFESSIONAL LAND SURVEYING, INC. APRIL, 2015 -
INDEX SHEET SCALE. 1" = 400'
ENVIRONMENTAL CONSTRAINT NOTES 400 200 0 400 800 1200
1. NO DISTURBANCES MAY OCCUR WITHIN THE BOUNDARIES OF THE OF THE
CONSTRAINT AREAS. 7 PORTIONS OF THIS SITE, AS DELINEATED ON THIS ECS MAP AND AS INDICATED
IN COUNTY GEOLOGIC REPORT ((,'EO) NO. 2307, CONTAIN AREAS OF POTENTIAL
BRUSH MANAGEMENT TO REDUCE FUEL LOADS TO PROTECT URBAN USES (FUEL DEBRIS FLOW AND/OR ROCKFALL HAZARDS. THESE AREAS MUST BE ASSESSED
MODIFICATION ZONES) WILL NOT ENCROACH INTO THE CONSTRAINT AREAS BY THE PROJECT ENGINEERING GEOLOGIST AND PROJECT GEOTECHNICAL
ENGINEER AND APPROPRIATELY MITIGATED DURING SITE GRADING. ALL SLOPES 10. COUNTY ARCHAEOLOGICAL REPORT PDA048N WAS PREPARED FOR TITS
NIGHT LIGHTING SHALL BE DIRECTED AWAY FROM THE CONSTRAINT AREA. MUST BE MAINTAINED BY THE PROPERTY OWNER TO PROTECT AGAINST EROSION PROPERTY BY BRIAN F. SMITH AND ASSOCIATES, INC. A HOST OF OTHER
SHIELDING SHALL BE INCORPORATED IN PROJECT DESIGNS TO ENSURE AMBIENT AND FUTURE POTENTIAL SLOPE FAILURE. STUDIES (SEE COA IO.PLANNNNGA) AND IS ON FILE AT THE COUNTY OF
LIGHTING IN THE CONSTRAINT AREAS IS NOT INCREASED. RIVERSIDE PLANNING DEPARTMENT. THE PROPERTY IS SUBJECT TO SURFACE
B. THIS SITE, AS DELINEATED ON THIS ECS MAP AND AS INDICATED IN COUNTY ALTERATION RESTRICTIONS PURSUANT TO REQUESTS MADE BY THE PECHANGA
THE CONSTRAINT AREAS SHALL BE PERMANENTLY FENCED. THE FENCING SHALL GEOLOGIC REPORT (GEO) NO. 2307, IS SUBJECT TO THE POTENTIAL BAND OF LUISENO INDIANS.
PROVIDE A PHYSICAL BARRIER TO MNMZE UNAUTHORIZED PUSUC ACCESS, REQUIREMENT OF BEDROCK BLASTING FOR CONSTRUCTION PURPOSES. THIS
DOMESTIC ANIMAL PREDATION, ILLEGAL TRESPASS OR DUMPING IN THE MSHCP BLASTING MAY PRESENT A POTENTIAL HAZARD DURING SITE 11. COUNTY PALEONTOLOGICAL REPORT NO. PD -P-1436 WAS PREPARED FOR THIS
CONSERVATION AREA THE FENCE SHALL HAVE A MINIMUM HEIGHT OF THREE GRADING/CONSTRUCTION. THEREFORE, MITIGATION OF THIS POTENTIAL HAZARD, PROPERTY ON MARCH 6, 2012 BY BRIAN F. SMITH AND ASSOCIATES AND IS ON
FEET AT ITS SHORTEST POINT. FENCE POSTS SHALL BE NO MORE THAN FIVE IN THE FORM OF ACQUIRING ALL NECESSARY BLASTING PERMITS, CONFORMING FILE AT THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT.
FEET APART. THE FENCE DESIGN STALL BE SUCH THAT A SPHERE MTN A TO APPROPRIATE BLASTING PLANS AND UTILIZATION OF ONLY EXPERIENCED AND
DIAMETER OF THREE INCHES CANNOT PASS THROUGH THE PLANE OF THE FENCE APPROPRIATELY LICENSED BLASTING CONTRACTORS IS REQUIRED AS A MATTER 12. DAM INUNDATION AREA - THIS PROPERTY IS LOCATED DOWNSTREAM OF LAKE
AT ANY POINT BELOW THE MINIMUM HEIGHT. OF GRADING/CONSTRUCTION ON THIS SITE. MATHEWS DAM WINCH IS PART OF THE DOMESTIC WATER DISTRIBUTION SYSTEM
FOR SOUTHERN CALIFORNIA. AS PART OF THE CONSTRUCTION OF THE DAM THAT
9. LOTS ALONG THE SOUTHERN PORTION OF THE MAP ARE LOCATED PARTLY OR CREATES THE RESERVOIR AREA, AN INUNDATION MAP HAS BEEN PREPARED IN
2 THE LAND DIVISION IS LOCATED IN THE 'HAZARDOUS FIRE AREA' O RIVERSIDE WHOLLY WITHIN, OR MILAN 300 FEET OF, LAND ZONED FOR PRIMARILY THE EVENT OF FAILURE OF THE DAM. THIS MAP INDICATES THAT THE FLODWAY
LE WITH THE CLERK O THE BOARD OF AGRICULTURAL PURPOSES BY THE COUNTY OF RIVERSIDE. IT IS THE DECLARED FROM THIS TYPE OF CATASTROPHIC DAM FAILURE WOULD REACH THE PROJECT
COUNTY AS SHOWN ON A MAP ON FI
SUPERVISORS ANY BUILDING CONSTRUCTED WITH
ON E C CREATED BY TMS LANG POLICY OF THE COUNTY OF RIVERSIDE THAT NO AGRICULTURAL ACTIVITY, LIMITS. THE SEISMIC STABILITY EVALUATION OF THE DAM, DIKES AND
SHALL COMPLY WITH THE SPECIAL CONSTRUCTION PROVISIONS OPERATION, OR FACILITY, OR APPURTENANCE THEREOF, CONDUCTED OR HEADWORKS EMBANKMENTS PERFORMED BY HARDING-LAWSON ASSOCIATES IN
DIVISION
CONTAINEDIN RIVERSIDE WITH
THE
ORDNANCE 787.2. MAINTAINED FOR COMMERCIAL PURPOSES IN THE UNINCORPORATED AREA OF DECEMBER OF 1978 CONCLUDED THAT THEY WILL PERFORM SATISFACTORILY
THE COUNTY, AND IN A MANNER CONSISTENT WITH PROPER AND ACCEPTED DURING A MAXIMUM CREDIBLE EARTHQUAKE.
3. ALL BUILDINGS SHALL BE CONSTRUCTED WITH CLASS B MATERIAL AS PER THE CUSTOMS AND STANDARDS, AS ESTABLISHED AND FOLLOWED BY SIMILAR
CALIFORNIA BUILDING CODE. AGRICULTURAL OPERATIONS IN THE SAME LOCALITY, SHALL BE OR BECOME A 13. NOTICE OF DRAINAGE FEES
NOSANCE, PRIVATE OR PUBLIC, DUE TO ANY CHANGED CONDITION IN OR ABOUT
4. THE REQUIRED WATER SYSTEM, INCLUDING FIRE HYDRANTS, STALL BE INSTALLED THE NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE SOUTHWEST
AND ACCEPTED BY THE APPROPRIATE WATER AGENCY PRIOR TO ANY
LOCALITY, AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN THREE RIVERSIDE AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE BOARD OF
AND ACCEPT BUILDING TH MATERIAL PLACED ER AN INDIVIDUAL PRIOR LOT. (3) YEARS, IF IT WASN'T A NUISANCE AT THE TIME IT BEGAN. THE TERM SUPERVISORS OF THE COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF
AGRICULTURAL ACTIVITY, OPERATION OR FACILITY, OR APPURTENANCES ORDINANCE 460 AND SECTION 66483, ET SEQ, OF THE GOVERNMENT CODE AND
5. GATE ENTRANCES SHALL BE AT LEAST TWO FEET WIDER THAN THE WiDTH OF THEREOF* INCLUDES, BUT IS NOT LIMITED TO, THE CULTIVATION AND TILLAGE OF THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA.
THE TRAFFIC LANES SERVING THAT GATE. ANY GATE PROVIDING ACCESS FROM A THE SOIL, DAIRYING, THE PRODUCTION, CULTIVATION, GROWING AND HARVESTING NOTICE IS FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 O ORDINANCE
ROAD TO A DRIVEWAY SHALL BE LOCATED AT LEAST 35 FEET SETBACK FROM OF ANY APICULTURE, OR HORTICULTURE, THE RAISING OF UVESTOX(, FUR
THE ROADWAY AND SHALL OPEN TO ALLOW A VEHICLE TO STOP WITHOUT BEARING ANIMALS, FISH OR POULTRY, AND ANY PRACTICES PERFORMED BY A 460, PAYMENT OF THE DRAINAGE FEES STALL BE PAID WITH CASHIER'S CHECK
OBSTRUCTING TRAFFIC ON THE ROAD. WHERE A ONE-WAY ROAD WITH A SINGE FARMER OR ON A FARM AS INCIDENT TO, OR IN CONJUNCTION WITH, SUCH OR MONEY ORDER ONLY TO THE RIVERSIDE COUNTY FLOOD CONTROL AND
TRAFFIC LANE PROVIDES ACCESS TO A GATE ENTRANCE, A 38 FEET TURNING FARMING OPERATIONS, INCLUDING PREPARATION FOR MARKET, DELIVERY TO WATER CONSERVATION DISTRICT AT THE TIME OF ISSUANCE OF THE GRADING OR
RADIUS SHALL BE USED. STORAGE OR TO MARKET, OR TO CARRIERS FOR TRANSPORTATION TO MARKET. BUILDING PERMIT FOR SAID PARCELS, WHICHEVER OCCURS FIRST, AND THAT THE
OWNER OF EACH PARCEL, AT THE TiME OF ISSUANCE OF EITHER THE GRADING
6. GATE(S) SHALL BE AUTOMATIC MINIMUM 20 FEET IN WIDTH. GATE ACCESS SHALL IN THE EVENT THE NUMBER OF LOTS, OR THE CONFIGURATION OF LOTS, OF THE OR BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN EFFECT
BE EQUIPPED WITH A RAPID ENTRY SYSTEM. PLANS SHALT BE SUBMITTED TO
FINAL MAP DIFFERS FROM THAT SHOWN ON THE APPROVED TENTATIVE MAP, THE AT THE TiME OF ISSUANCE OF THE ACTUAL PERMIT.
THE FIRE DEPARTMENT FOR APPROVAL. PRIOR TO INSTALLATION. ACTUAL LANGUAGE USED ABOVE SHALL REFLECT THOSE LOTS WHICH ARE
AUTOMATIC/MANUAL GATE PINS STALL BE RATED WITH SHEAR PIN FORCE, NOT PARTLY OR WHOLLY WITHIN 300 FEET OF AGRICULTURALLY ZONED (A-1, A-2, 14. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS.
TO EXCEED 30' POUNDS AUTOMATIC GATES SHALL BE EQUIPPED WITH A -P, A -D) PROPERTIES.
EMERGENCY BACKUP POWER. GATES ACTIVATED BY THE RAPID ENTRY SYSTEM
SHALL REMAIN (WEN UNTIL CLOSED BY THE RAPID ENTRY SYSTEM.
MAN BUREN HEIGHTS A DEED IESIRIC110N FOR 'MFG R>PARIW AND 'CDFG HNNVEGETATED' CONSTRAW AREA PURPOSES,
4'W 141.5(VB 613 RECORDED MRN. 4, 206 AS INSTRUMENT NO. 20&047624 OF OFROAL RECORDS.
8 - INDICATES TRAM. EASEMENT
N 8923'4x)' W N 0'36'12' E
73 276.26
TRACT NCI 30337 Va.& 18500 7H THE CONSTRAINT INFORMATION SHOMN ON THiS MAP SHEET
72 356 IS FFpI�R INFORMAMONA PU'�RRP? S DESCRI ING C TIONS AS THE DATE
1� �� X71 CJs IINORMAWON I5 DERRIIVVEDNFR UBUIC L DS RO AM DR PORTS ND DOES NOT
i� IMPLY THE CORRECTNESS OR SUFFICIENCY OF THOSE RECORDS OR REPORTS
70 s ` 357 BY THE PREPARER OF THIS MAP SHEET.
N 4715130'7E \
�\ \ b \
355 DOMED CONSiRANNT AREA;
1 co LOT 'II' `o CDF6 INNVEGUAiED SiR EAMBED
PCLI • ' P CDFG RIPARIAN
C_ J POTENTIAL DENS FLOW ZONE
PP I I POTENTIAL DEBRIS FLOW Z01&
w , ,
.
LINE TAK
TABLE
ls
p�� i
UNEI
BEARING
RADIUSLENGTH
LENGTH
L1
N 1 02
E
4.
L2
N 3707 43
W
20.00
L3
N 21
E
1 .00
L4
N 191140"
E
273.63
L5
N 66WOr
E
4478S
L6
N 65 07
E
442.83
L7
N 32'01
E
61.1
N l3 50
€
1 .00
L9
N 310
W
23 .98
.
CURVE
TABLE
ls
p�� i
CUR
DELTA
RADIUSLENGTH
C1
17¢5910'
R=9 0.00
=78
L87.
C2
d= 41
R=970.UU
L=152 00
C3
I i -B 41
R=1030.00
L=161.40
.
' I
O
-,
ls
p�� i
356 �--• ;
QQlp @a\IN51
6p If
O
\/
G
.5.5g •
°J+
�o
`
��� �0 4
N 922'42' W 6$3.04'
369 S 352
N 8922'42' W 879.90' � \ i
N 8922'07' w 6 4' SEVEN HILLS DRIVE
33 211 a h
Q L9 370 \\
20� `Jo � LB 6 5 4 \ 346
+220 C
23 22 2 ?3 14 mi Nab .'AQ.4ND c
23 NEC. "-I W3'
/\ ly�y a5 0 s 18 t7 �I R.C.F.C. & W.C.D. PARCEL
_ L7 (EXISTING HARRISON DAM)
1f 8 26 33 34 si. 0 0
6
72 Ta w 372 27 (32 35 36 15 T.� N 21'54' W 879.90'
CANYO WIND26 O 31 SUN/VyCAI N 1 353 g
B�TAD. � ' z 29 v
ON,11 yl 30 FARM BELLE BLVD.I", 373 \37 38
P w' N 89 22'58" W 1290.05' r a
, \ 0 39 Q�I 374 40
359
336 , 134 135 o ^ ` 210
ti L1tiry� CT A A ONSTANCE AV NUE LOT B ' 9 a
334 aoti 344 , 32 Bp ^ ^� SHADE LEAFh L.OT 'CC'
333 N U ^°` as ti N Jo ry�1 .�0 .tea ,10 ryry'� ry`1,�^�`\'l tiry tiry titi 192
345 ^�ti ^P^ '�0 91
in
tso
18g
ZEST COURT
9 96 123 � , k9 t 163 � X66 176 4 10k
310 95 122 50 162 ,6T 1�5 16 .�g3
' M N 311 294 121
tip' 1 0 1 Pn 168 1 �8 ko
� �' �titi � 312 I � lOT X i n 169 1l3 � ,56a 351 k� N
til 52 2 E LOT '1' !9
^� y 313 293 I co i6 n 170 � �,PN v1
``♦,/ 320 314 315 I 118 O 153 15 1'n LOT 'W' 1 2A 'o cv
��g > 154 1 ��,, rig c'P�`,cP 394 7
356 X10 ^ / 71 i 55 157 `'�`'� 258 259
Sj
c'sm
56 8
` - 0 114 250 P51 254
/ 4 2v 59 80 252
61 `O� 354 �.� v 113 0. 3 '248 249 253 6 260 I �?���I Q
- I 43 42 58 n 62 8 i c, N 'SVP / C
98 246 - LOL 262 261 /� $
55 97 64 - 3a5 c,� 263
350
W I '� 5354. 95 96 78 79 '9 65 66 6,9r ` 384 W fi\lp
383
347 50 92 83 O�� 76 77 Q`� �L 274 273 272 271 270 9 / 3g5 281 8
390 z
LOT 'E'
288 285 P T a
�� as67 73 7z o gti�0 1102 'tea 291 Las ao LEMONADE CIRCLE
4588 _ Ar --0 09 / 292 90 287 286 279
373 - - - "- LOT 382
396
_ LOT D'
3 373 380 61 �. K{QUAT IRCLE ,F z7o/ 2j OT G
�0 20 N 892395" W 961.63' 348 SOT JJ 387 388 _ ���389� 277 620 28
31 32 NS 71/731-23�� 26/18 A-2023'24' R=1030.00' L=366.55' N 8915'45' W 2838.55'
7--7
2(144) N 1'00'35' E 60.61' RRS 75/21-23 a3 a3a
d4zl4z