Loading...
ecs043_057ENVIRONMENTAL CONSTRAINT NOTES 1. ALL BUILDINGS SHALL BE CONSTRUCTED WITH CLASS A."MATERIA'L AS PER THE CALIFORNIA BUILDING CODE. 2. DRIVEWAYS EXCEEDING 150' IN LENGTH, BUT LESS THAN 800' IN LENGTH SHALL PROVIDE A -URNOUT NEAR THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800', TURNOUTS SHAD 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' IN LENGTH AND SHAD BE WITHIN 50' OF THE BUILDING. 3. ACCESS WILL NOT HAVE AN UP, OR DOWNGRADE OF MORE THAN 16%. ACCESS WILL NOT BE LESS THAN 24 FEET IN WIDTH PER THE 2019 CALIFORNIA. FIRE CODE AND RIVERSIDE COUNTY FIRE ORDINANCE 787 AND WILL HAVE A MINIMUM VERTICAL CLEARANCE OF 13.5'. ACCESS WILL BE DESIGNED TO WITHSTAND THE WEIGHT OF 70 THOUSAND POUNDS GROSS VEHICULAR WEIGHT. ACCESS WILL HAVE A MINIMUM OUTSIDE TURNING RADIUS OF 38 FEET, CAPABLE OF ACCOMMODATING FIRE APPARATUS. 4. GATE ENTRANCES SHALL BE AT LEAST TWO FEET WIDER THAN THE WIDTH OF TRAFFIC LANES SERVING THAT GATE. ANY GATE PROVIDING ACCESS FROM A ROAD TO A DRIVEWAY SHALL BE LOCATED AT LEAST 35 'EET SETBACK FROM THE ROADWAY AND SHALL OPEN TO ALLOW A VEHICLE TO STOP WITHOUT OBSTRUCTING TRAFFIC ON THE ROAD. WHERE A ONE-WAY ROAD WITH A SINGLE TRAFFIC LANE PROVIDES ACCESS TO A GATE ENTRANCE, A 38' TURNING RADIUS SHALL BE USED. D. 2" I.P., W/BRASS CAP LS 2602, FLUSH, IN LIEU OF 1 j ' I.P. TAGGED LS 2602 PER RS 50/68-75 "EROSION DIRECTION L1 HAZARD AREA" ^ S59° 05' 58"E L3 N53° 36' 49"E ! VN mr- �� NN W W u i � N vrr �l cz I o /z FD. 2" I.P., W/BRASS CAP IS 2602, UP C.25' r- �° 4 IN LIEU OF 1 I.P. TAGGED LS 2602 PER RS 50/68-75 'p �o 0 0 N _u Li J a L) L0 FD. 2" I.P., W/BRASS CAP LS 2602, UP 0.20', IN LIEU OF 1 I.P. TAGGED LS 2602 PER RS 50/68-75 FD. 1" I.P., TAGGED LS 7238 FLUSH, IN LIEU OF FD. 1"I P. W/P MKD. "DC GOMEZ, LS 5558" PER MB 322/34-35 NO. DIRECTION L1 S59° 05 58"E L2 S59° 05' 58"E L3 N53° 36' 49"E "MSHCP AVOIDANCE AREA" ,f— NATURAL WATERCOURSE "MSHCP AVOIDANCE AREA "EROSION HAZARD AREA" 5 "MSHCP AVOIDANCE 4 AREA" NATURAL WATERCOURSE DISTANCE 16 IQ6S og>, 0 71 3 ENVIRONMENTAL CONSTRAINT SHEET IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA TRACT NO. 31314 PARCEL E-1 OF RECORD OF SURVEY, AS SHOWN BY MAP ON FILE IN BOOK 50, PAGES 68 THROUGH 76 INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 22 AND 23, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN BERNADINO BASE AND MERIDIAN. ADVANCED CIVIL GROUP INC. JANUARY 2020 RS 50/68-75 N89°58'57"W 2296.23' N89°59'01"W 2295.88' "EROSION HAZARD AREA" 8 2 9 — NA "MSHCP AVOIDANCE AREA" "FLOODPLAIN SQ 13 . IATERCOURSE "MSHCP 1 O AVOIDANCE AREA" "MSHCP AVOIDANCE AREA" �, Sp. SEARCHED FOUND NOTHING SET BY BEARING/DISTANCE INTERSECTION FD. 6"X6" GRAM TE STONE MKD. P-14, UP 0.35' PER RS 50/68-75 14 15 "MSHCP AVOIDANCE AREA" 19 "EROSION HAZARD Al �CC roa a, Cc oCc ww cN Nn civ N p O -� N73�A8' 14"E (B1 I I F - SEE DETAIL "A" 1 �1791'07' 5AE (.B) "MSHCP s. AVOIDANCE �o AREA" ro � O� c occo �0 cD w N w !n(D M NN O O< 0 0 zz \ 1 \ 1, DETAIL "A" NTS „MSHC APDANC �NN II \ R \ f \ AREA" �� I / �� 57° ts' z� (Ji) /iX49 X38I l� \ �O us7 18j�9 73, \ 2 FD. 1" I.P., TAGGED LS 7238 FLUSH, IN LIEU OF FD. 1"I.P. W/PP MKD. "DC GOMEZ, LS 5558" PER MB 322/34-35 SET BY INTERSECTION 196.75' [59°05'36" 196.77'] 197.47' [59°05'36" 197.41'] 117.85' [53°36'56" 117.86'1 200 100 0 200 400 600 SCALE: 1"=20C' SHEET 1 OP 1 SHEETS ENVIRONMENTAL CONSTRAINT NOTES CONT. 5. GA-E(S) SHALL BE AUTOMATIC OR MANUAL MINIMUM 20 �EET 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. A.UTOMA.TIC/MANUAL GATE PINS SHALL BE RATED WITH SHEAR PIN FORCE, NOT TO EXCEED 30' POUNDS. AUTOMATIC GATES SHALL BE EQUIPPED WITH EMERGENCY BACKUP POWER, GATES ACTIVATED BY THE RAPID ENTRY SYSTEM SHALL REMAIN OPEN UNTIL CLOSED BY THE RAPID ENTRY SYSTEM. 6. THE REQUIRED WATER SYSTEM INCLUDING FIRE HYDRANTS SHALL BE INSTALLED AND ACCEPTED BY THE APPROPRIATE WATER AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL IS P -ACED ON AN INDIVIDUAL 101 7. THE WATERCOURSES MUST BE KEPT FREE OF ALL BUILDINGS AND OBSTRUCTIONS. ANY FENCING SHAD BE OF A "RAIL'TYPE, CHAINLINK FENCING SH,AL'- NOT BE ALLOWED, 8. APPROXIMATE FLOOD PLAINS MUST BE KEPT FREE OF ALL BUILDINGS AND OBSTRUCTIONS. ANY FENCING SHALL BE OF A `RA.IL"TYPE. CHAIN LINK FENCING SHALL NOT BE ALLOWED. 9. STRUCTURES SHALL NOT BE ALLOWED WITHIN THE EROSION HAZARD AREA. 10. COUNTY BIOLOGICAL REPORT NO. PD -B-2511 WAS PREPARED FOR THIS PROPERTY ON 8-26-03 BY PACIFIC SOUTHWEST BIOLOGICAL SERVICE AND IS ON FILE AT THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT. BIOLOGICAL RESOURCES REQUIRING PROTECTION INCLUDE, BUT ARE NOT LIMITED TO, JURISDICTIONAL WA -ERS, RIVERSIDIAN SAGE SCRUB AND OTHER AREAS OF POTENTIAL HABITAT FOR BURROWING OWLS. THE PROPERTY IS SUBJECT TO BIOLOGICAL RESOURCES RESTRICTIONS BASED ON THE RESULTS OF THE REPORT ARE FOR THE JURISDICTIONAL WATERS. 11. NO PERMITS ALLOWING ANY GRADING, CONSTRUCTION OR SURFACE ALTERATIONS SHALL BE ISSUED WITHIN EFFECT THE DELINEATED CONSTRAINT AREAS WITHOUT FURTHER INVESTIGATION AND/OR MITIGATION AS DIRECTED BY THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT. THIS CONSTRAINT AFFECTS LOTS AS SHOWN ON THE ENVIRONMENTAL CONSTRAINT SHEET. 12. 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 SYSTEMS SHALL BE IN CONFORMANCE WITH COUNTYORDINANCE NO. 655. 13. COUNTY ARCHAEOLOGICAL REPORT NO. PD -A. -32x6 WAS PREPARED FOR THIS PROPERTY ON 10-17-03 BY CRM TECH AND IS ON FILE A- THE COUNTY OF RIVERSIDE PLANNING DEPARTMENT. THE PROPERTY IS NOT SUBJECT TO SURFACE ALTERATION RESTRICTIONS BASED ON THE RESULTS OF THE REPORT. 14, NO DISTURBANCES MAY OCCUR WITHIN THE BOUNDARIES OF THE MSHCP AVOIDANCE AREAS. BRUSH MANAGEMENT TO REDUCE FUEL LOADS TO PROTECT URBAN USES (FUEL MODI77' CATION ZONES) WILL NOT ENCROACH INTO THE MSHCP AVOIDANCE AREAS. NIGHT LIGHTING SHALL BE DIRECTED AWAY FROM THE MSHCP AVOIDANCE AREAS. SHIELDING SHALL BE INCORPORATED INTO PROJECT DESIGNS TO ENSURE AMBIENT LIGHTING IN THE MSHCP AVOIDANCE AREAS IS NOT INCREASED. NOTICE OF DRAINAGE FEES NOTICE -S HEREB" GIVEN THAT THIS PROPERTY IS LOCATED IN THE MURRIETA CREEK/SANTA. GER-RUDIS VALLEY AREA DRAINAGE PLAN 'WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS OF THE COUNT" OF RIVERSIDE PURSUANT TO SECTION 10.25 07 ORDINANCE 460 AND SECTION 66483.ET.SEQ OF THE GOVERNMENT CODE AND THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 OF ORDINANCE 460, PAYMENT OF DRAINAGE FEES SHALL BE PAID TO THE RIVERSIDE COUNTY FLOOD CONTROL_ AND WATER CONSERVATION DISTRICT AT THE TIME OF ISSUANCE OF THE GRADING OR BUILDING PERMIT FOR SAID PARCELS, WHICHEVER OCCURS FIRST, AND THAT THE OWNER OF EACH PARCEL, AT THE TIME OF ISSUANCE OF EITHER THE FD. a" IP W/ RCE GRADING OR BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN PAR, R f _ "FLOODPLAIN" 2203' TAG =LUSH EFFECT AT THE TIME OF ISSUANCE OF THE ACTUAL PERMIT. �>>o PER PM 50/72-73 A FD. 2" I.P., W%BRASS Dy j�6, �' 0,,1 FD. 1 4" I.P. W',! RCE CAP LS 2602 TAG, 6 J aV�o \ \ 22031 TAG FLUSH \ FLUSH, IN LIEU OF L' PER PM 5C/72-73 <� FD. 2" I.P., W/BRASS CAP �/ "MSHCP �" o° T 1 J" I.P. TAGGED a .F �`T' �\ aS 2602, UP 0.10' \ LS 2602 PER AVOIDANCE SEARCHED FOUND NOTHING \\\ PER RS 50/68-75 / RS 50/68-75 AREA" �o�1 \ SET BY INTERSEC'ION L4 PAR, Io. �x 0"D PM 86/62 \ PM 50/72— 3 i PAR 2 ` \ FD. 1" I.P., ?AGGED a�Q N�,, FD. 2" I.P., W/ BRASS CAPLS 7238 FLUSH, ° LS 2602 TAG, FLUSH,IN LIEU OF FD. 2 I.P. Q W/BRASS DISC OIN LIEU OF 1 1/4" ].P.STAMPED LS 2602 PER �j \ / \ TAGGED LS 2602 PER RS 50/68-75 L�ko \o° \ MB 322/34-35 ASC. AS \� X11 \\ / ,ox ��. II BC CALLE CABERNET 6\ 0000 FD. 1 1/4 I.P., NO TAG / 9� Off\ PAR . 3 DN. 0.35' , ACC . AS BC �a \ \ VINO WAY, PER MB 50/72-73 x \ 6;p 11 '19 NO. DELTA RADIUS LENGTH� C1 38°35'56" 300.00' 202.1 C' �\ \ / \ z [38°35'36" 300.00' 202.07'] \ V1, C2 8°07'46" 3000.00' 425.66' \ P A R . 4 9B 10 57.09' 03 7732'26" 3000.00' 394.82' C4 0°35'20" 3000.00' 30.83' bo 2 i p FD. 1" I.P., TAGGED \ LS 7238, DN. 0.70' PER PB 204/23-24 FD. 1" TAGGED ROE 21914, DN. PER PM 29/70 1 ���0 4l P� 0� 5�4/ ,l \ \� N, PFD. 1" TAGGED RCE 21914, DN. 0.30' PER PM 29/70 PM 29;'70 - \ — 33.25' NO3°08'17"E (33.24' NO2°59'05"E) FD. 1" TAGGED RCE 21914, DN. 0.l:0' PER PM 29/70