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ecs043_043ENVIRONMENTAL CONSTRAINT SHEET �a IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PARCEL MAP N0, 36860 PARADO DEL BEING A SUBDIVISION OF LOT 80 OF TRACT 3944, AS SHOWN BY MAP RECORDED ON BOOK 64, PAGES 52 THROUGH 82, GP`\FORYo R0, a� SOL DRIVE OF MAPS RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. BEING A PART OF THE RANCHO PAUBA. kPNGHO PELO o SITE J.D.WILLIAMS LAND SURVEYING SERVICES JUNE, 2018 N 19 VICINITY MAP N.T.S. ENVIRONMENTAL CONSTRAINT NOTE: 1. THIS PROPERTY IS SUBJECT TO LIGHTNING RESTRICTONS BY COUNTY ORDINANCE NO. 655, NMICH ARE INTENDED TO REDUCE THE EFFECTS OF NIGHT LIGHTNING ON THE MOUTH PALOMAR OBSERVATORY. ALL PROPOSED OUTDOOR LIGHTNING SYSTEMS SHALL BE IN CONFORMANCE WITH THE COUNTY ORDINANCE NO.655. 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 MUST BE DIRECTED AWAY FROM THE CONSTRAINT AREA. SHIELDING SHALL BE INCORPORATED IN PROJECT DESIGNS TO ENSURE AMBIENT LIGHTNING IN THE CONSTRAINT AREAS IS NOT INCREASED. 5. 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' 110E AND 30' IN LENGTI, WITH A MINIMUM 25' TAPER ON EACH END. 6. ACCESS WILL NOT HAVE AN UP, OR DOWNGRADE OF MORE THAN 15%. ACCESS WILL NOT BE LESS THAN 20 FEET IN WIDTH PER THE 2013 CFC. AND WILL HAVE A VERTICAL CLEARANCE OF 13.5'. 7. GATE ENTRANCES SHALL BE AT LEAST 2' WIDER THAN THE WIDTH OF THE TRAFFIC LANES SERVING THAT GATE. ANY GATE PROVIDING ACCESS FROM A ROAD TO A DRIVEWAY SHALL BE LOCATED AT LEAST 35' SETBACK FROM THE ROADWAY AND SHALL OPEN TO ALLOW A VEHICLE TO STOP WITHOUT OBSTRUCTNG THE TRAFFIC ON THE ROAD. HERE A ONE WAY ROAD WITH A SINGLE TRAFFIC LANE PROVIDES ACCESS TO A GATE ENTRANCE, A 38'TIRNING RADIUS SHALL BE USED. 8. GATES SHALL BE AUTOMATIC MINIMUM 20' 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. 9. AUTOMATC/MANUAL GATE PINS SHALL BE RATED WTIH SHEAR PIN FORCE. NOT TO EXCEED 30' POUNDS. AUTOMATC GATES SHALL BE EQUIPPED WITH EMERGENCY BACKUP POWER. GATES ACTIVATED BY T14E RAPID ENTRY SYSTEM SHALL REMAIN OPEN UNTL CLOSED BY THE RAPID ENTRY SYSTEM 10, 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 11; PRIOR TO ISSUANCE OF A BUILDING PERMIT, A WATER SYSTEM FOR FIRE PROTECTION MUST BE PROVIDED. A DOMESTIC WATER SYSTEM WITH AN APPROVED FIRE HYDRANT WITHIN 600' OF THE LOT FRONTAGE. SURVEYOR'S NOTES 1. THIS PARCEL MAP CONTAINS 7,63 ACRES CROSS 2. 0 INDICATES SEI 1- I.P., W/ TAG LS 7432, FLUSH, 3, INDICATES FOUND MONUMENT AS NOTED. 4. ( ) IN 166/051 ORD MTA PER TRACT MAP NO, 3944, 5, ALL MONUMENTS SEE PER RIVERSIDE COUNTY ORDINANCE 461.10. 5. ALL MONUMENTS SHOWN "SEE' SHALL BE SEI IN ACCORDANCE WITH THE MONUMENTATON AGREEMENT FOR THIS MAP. T DANNAGE EASEMENT S) SHALL BE KEPT FREE OF All BUIIDNGS ONO R CTIONS. 8. - INDICATES NATURAL WATER COURSE TO BE KEPT FREE OF ALL BUILDINGS, OBSTRUCTIONS AND LNNDFUS. 9. - DENOTES G.P.S. CONTROL MONUMENT PER RIVERSIDE COUNTY MAP MANUAL MTED MAY 2016 EASEMENT NOTES Q EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES AS DEDICATED PER TRACT 3941, M.B. 64/52-82, AND ACCEPTED PER RESOLUTION NO.76-72 RECORDED 3/22/76 AS INSTRUMENT No.37328. /8\ AN EASEMENT IN FAVOR O SOUTHERN CALIFORNIA EDISON COMPANY FOR EITHER OR BOTH POLE LINES AND UNDERGROUND CONDUITS RECORDED FEBRUARY 23, 1971 PER INSTRUMENT NO. 17510, OF OFFICIAL RECORDS. CCEPIED PUB1C PoMHi O WAY PFR INST. 1 373\ WC. 3-22-1976 MEASURED LINE DATA N 1-I/C IP W TAGGED 1 =215'2 ,ACCEPTED AS CENTERLINE E.C. S bP� PER TRACT 3944, M.B. 14/ n ED 1-1/4' IP W TAG ND ITS 2602", ACCEPTED AS\ BOW 81 N 2136724331 \ CENIERUNE B.C.© \ PER TRACT 3944, M.B. 64/52-82\ nk 121.68' N23'56'53'W ED 1-1/4" IF W/ TAG "LS. 2602' I DR. 1.0, DISTURBED AT TOP 1,78' USED BASE ACCEPTED AS CENTEEQIN Ng0y1 PER TRACT 3944, MAP BOOK 64/52-82 yj' 78.60' 5 CCEPIED PUB1C PoMHi O WAY PFR INST. 1 373\ WC. 3-22-1976 MEASURED LINE DATA o l l I I ED V P W/ TAG STAAIPFD 1 BEARING LS 7131- UP 2', IN LIEU OF Y%Y n REDWOOD STAKE W/ TAG -LS 2602' ND REFERENCE, ACCEPTED AS COMMON CORNER LOTS BOW 81 N 2136724331 \ / E 6329954.705 SII TRACT NO. 3944N MEASURED LINE DATA o l l a N0. 1 BEARING o I I n M.B. 64/52-82 1 N5913'3YE 3.45 H5913'210E N SII N2J'5677"W 121.68' N23'56'53'W I I N594449W 1,78' 459'"53-W L82' 41 Nl 49-W 78.60' 1 N59 -44.53"W 78.60' 5 '0II 78.30' LOT 81 80.42 No 320.00' 187.74' 3397'000 320.DG' 187.75' 1252'49" 320.00' 71.94' 12'53'30" 320.00' 72.00' -33'-37'4j'350.00 205.43' o ^1I 205.35' 1115'41" 750.00' 147.41' 1115'41" 750.00' 147.41' 011 750.00' 89.39' 06'49'46" SII 93'4451" 16.00' 26.18' 93'44'4Y 16.00 26.18' 31 1 a I I P4,_ 1�6,6� N [11HNN.MH O E 6275015332 T N ^CS AI7T TO BHCP RNBE OSIDRBEO PARCEL1 GROSS AREA =5.07 AC NET AREA = 4.59 AC LOT 80 DELINEATED CONSTRAINT AREA (A4SHCP SPINEI-LOWER) -LS 7131" IN LIEU OF 2'%2' REDWOOD STAKE W/ TAG 'LS 2602 -ACCEPTED AS COMMON CORNER LOTS N i 81 AS SHOWN ON RECORD O S13RAY 149/57 N 2136034.916 E 6329983.003 CENTERLINE INTERSECTION \ PER TRACT 3944, M.B. 64/52-82 PER TRACT 3944, MAP BOO( 64/52-82 ACCEPTED PLBUC RIGHT OF WAY PER NST, 4 3732& AEG }22-1976 60 PO C�� =2 PG G os SHEET 2 OF 2 SHEETS B:I111101 ilollE PI IR\6 nATA TARI F MEASURED MEASURED LINE DATA I RECORD DATA N0. 1 BEARING I LENGTH I BEARING LENGTH 1 N5913'3YE 3.45 H5913'210E 2.38' 2 N2J'5677"W 121.68' N23'56'53'W 121.68' 3 N594449W 1,78' 459'"53-W L82' 41 Nl 49-W 78.60' 1 N59 -44.53"W 78.60' 5 N5944'49"W 78.30' 1 N59'44'5YW 80.42 PI IR\6 nATA TARI F MEASURED CURVE DATA RECORD DATA NO. DELTA RADIUS I LENGTH DELTA RADIUS LENGTH 1 03435'31" 2030.00' 127.26' 03'35'09' 2030.00' 12706 2450'22" 143.06' 2450'45" 330.00' 143.1 J 0304'58" 720.00' 38.74' 031958" 3&74' 4 35'48'00" 330.00' 206.19' 35'48'00" 33000' 206.19' 3336'51" 320.00' 187.74' 3397'000 320.DG' 187.75' 1252'49" 320.00' 71.94' 12'53'30" 320.00' 72.00' -33'-37'4j'350.00 205.43' 3377'00' 350.00' 205.35' 1115'41" 750.00' 147.41' 1115'41" 750.00' 147.41' 0649'46" 750.00' 89.39' 06'49'46" 750.00' 93'4451" 16.00' 26.18' 93'44'4Y 16.00 26.18' DN. 1.0, ACCEPTED AS CENTERLINE B.C. BASIS OF BEARINGS PER TRACT 3944, MAP BOO( 64/52-82 Z THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS 'PPSF', 'P476' AND "P479" HAD 83(NMS2011) EPOCH 2010.00 AS SHOWN HEREON, ALL ED 1-1 4' IP W TAG L$ 6 BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS N. 1.0, ACCEPTED AS CENTERUNE E.C. AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS PER TRACT 3944, MAP BOO( 64/52-82 SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN / ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCE, MAY BE OBTAINED BY MULTIPLYING THE GROUND _BE DISTANCE BY A COMBINATON FACTOR OF 0.999878514. CALCULATIONS ARE MADE AT POINT 1022 'NTH COORDINATES OF: N. L0ACCEPTED A$ CENTERLINE B.C. N:2,IM,299.594 , E6,330,637,727 , USING AN ELEVATION OF PER TRACT 3944, MAP BOOK 64/52-82 1699.8. SET TAG "LS 7432" -024'59.69' CONNCE -LA( ANGLE AT PONT 02 bJs'� k 18' PIPE € \ g, 4�p 4 \�00 9 \ 1� > P \ ED 1" IP W/ TAG STAMPED / / \ LS 7131 , UP 0.1 IN UEU OF kE 8 \ 2"12" REDWOOD STAKE, NO REFERENCE ;Q ACCEPTED AS SOUTH EAST CORNER LOT 80 10; ` AS SHOWN BY RECORD OF SURVEY 149/57 98ED \�11.0', 4ACCEPTED AI DR.SCENTERUNE END \ \1O CURVE PER IRACI 3944, MAY BUD( LOT 79 `\ \ 64/52-82 I1 \ N I" IP W/ TAG STAMPEDOLS 1 \ \ \ RE ]OOD IN UEU O 2"X2" \ 1 AS ANGLE STAKE NT IN TAG i5 2 LOT NEPIED 1 1 AS PNGIE PgNT N SOUTH UK LOT BO AS SHOWN ON RECORD OF SURW.Y 149/57 GRAPHIC SCALE 80 0 40 80 160 240 V \ \ \ I �nch mFEPT ) � \ =eD n.