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ecs042_029-029NVIRONMENTAL R.S. 20 / CONSTRAINT SHEET 34 ENGINEER'S NOTES IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE SHEET 1 OF 1 SHEET STATE OF CALIFORNIA TAKEN AS N 0' 04' 06" E PER PM 91/91-92. gl7 PARCEL MAR NO, 30410 FD. BRASS CAP MON. STAMPED BEING A SUBDIVISION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER RIV. CO. SUR., FL., PER RIV. CO. F.B. 2135 PG.1 S #5510 OF THE SOUTHEAST QUARTER OF 'SECTION 18, TOWNSHIP 3' SOUTH, RANGE 6 EAST, S.B.M. AND 828-Y. ACCEPTED AS I TERSECTION OF C/L DILLON ROAD AND NORTH LINE S€C, 18.---\ Ili s t.e s•s s s - ss i my"Ns •� ri cs4 N W 04 0 u D n. Z ' C,4 LLj rn n n 6i ;t ti N Coll, La o W °y Z o 4V [� t W IJ7 00 N £J 0 H Z 0 Z 0 nb 2 a 0 LJ M W v°' m vm N A" U ter d � 3 fl 0 OD M 0to 03" I< 0o r La 0 M 0 K Z o zao¢ vo 0 t1.p Y-LLJ O W V rwx ` 0 a a as r Cir n Q Z K a`7t000c st coo gcr gV£I: � a v~i�c In 00 Cid Iii DETAIL "A"- ON SHEET 3 S 89'53'51" E [IN 89'55'31" W 1320.02'11 <<N 89'55'07" W 1319.93'» 1319.95' <N 89'56' 12" W 1320.0V> ICSLHEED� C -S 1/16 CORNER ROPORTION FSTASLISFED CORNER S 89'51'36" E 2639.67' crus, ncrna a �, PARCEL 1 PARCEL 2 to GROSS AC. 1.25 GROSS AC. 1.25 v NET AC. 1.14 NET AC. 1.14 I� V *4 vCIS Y(3 M tai J 3 PARCEL 4 �b ©' PARCEL 3 on J GROSS AC. 1.25 GROSS AC. 1.25 °fat t/!n NET AC. 1.14 NET AC. 1.14 N0 nh V N L� R.S. 20 / n . xo r W 1+ 34 ENGINEER'S NOTES iv tna v c°'s o iz 0 �� I / _ #.a X17 W 7 . 0 Wo i v II ESTABLISHED N 89'51'03-W 659.90' C-NIBSW-SE 1/256 CORNER ESTABLISHED BY SINGLE PROPORTION C -N -S -SE 1/256 CORNER BY SINGLE PROPORTION SERCHED, FOUND NOTHING ESTABLISHED SW -SE 1/64 CORNER BY INTERSECTION 659.88' <<N 89'54'58" W 659.98'» S 8750 E 1319.8 <<N 89`54'58- W 1319.96'> ROBERT J. MAINIERO, P.E. MAY 2018 FD. 2"X 2", ON. 0.3' TAGGED L.S. 3008, ACCEPTED AS THE NW COR, NE 1/4, NE 1/4, SEC. 18 PER RIV. CO. F.B. 2135, S #5510 P.M. 25 / 10 ALSO FD. 2"X 2" ON. 0.6 TAGGED LS 2661, NO REF., NOT ACCEPTED, 0.85' EAST N 89'58'48"W 1321.91' 18TH AVENUE� (WEST 132168' PER P.M. 25/10) �f FD. U.S.G.L.O. BRASS CAP DN.1 A' PER 1J RN. CO. TIE BK.68/90, R.S.16/73, P.M. 10f 927/34.9 ACCEPTED ASS THE N.W. COR -OF p SEC. 17 ClILL01v o l �?0� fl DILL o 74. � Q� ago F 2325 66 2725 7y � B.2 P Q SUR3 S3$ 9 RIV CO. O g 10) t rn FD. BRASS CAP MON. STAMPED RIV. CO. SUR_, FL, PER RIV. CO. F.B.2135 PGA Q 04 AND 828-Y.ACCEPTED AS INTERSECTION OF CENTERLINE OF t +� OF DILLON ROAD AND EAST OLINE OF SECTION 18 FD, 2"I.P., DN. 0.7, TAGGED L.S. Z o 3008 PER P_M_141/17-18, P.M_s1/s1-92, o AND P.M.103/19-20. ACCEPTED IN LIEU OF z 2" I.P. TAGGED LS. 4152, AS THE E 1/4 COR. OF SEC. 18 2639.90' SEARCHED, FOUND NOTHING ESTABLISHED POSITION FOR 1/16 CORNER [N 89.54'51" W 264014'] BY SINGLE PROPORTION [[N 89.55'31" w 1320.02']] 19TH AVENUE 1319.95' <N 89.56'12" W 1320.02'> A 1. 4<N00'04'09"E00'04'09"E 1�94'> 1321321 SEARCHED, FOUND NOTHING -U ESTABLISHED NORTHWEST CORNER OF THE NW 1/4 OF THE SE 1/4 BY t p INTERSECTION ESTABLISHED POSITION FOR S 1/16 CORNEF ¢ QO BY SINGLE PROPORTION 0 0_ J Z Q r7 O 1 Z m n n A o n0 �o 3 (o eq V IAJ 3_ r r 00 NOp 0 z M v> v M v SEARCHED, FOUND NOTHING ESTABLISHED C -S -SE 1/64 CORNER BY SINGLE PROPORTION FD. 2" I.P. TAGGED LS 3008, ON. 0.6',-i A �to PER RS 122/57, ACCEPTED AS S.E. COR. >--334.58' «N 0902'240 E 330.35'» n rn SEC.18, IN LIEU OF 2" I.P. TAGGED LS o d m SEARCHED, FOUND NOTHING 4152, NO REF rn (( )) RECORD PER RS 96/84 rn [[ ]] RECORD PER RS 94/47 W r >^ r, TOTAL GROSS ACREAGE = 5.00 ACRES oo'm� R.S. 16 / 73 I W re) Ki M �oc"om�rO� � o �NaN N ENVIROMENTAL CONSTRAINT NOTES W W FLOOD - W o = 00 n W -'*oto-oa,.vb o ALL NEW BUILDINGS SHALL BE FLOODPROOFED BY ELEVATING M O o THE FINISHED FLOOR A MINIMUM OF 18 INCHES ABOVE THE m o $ SURROUNDING FINISHED GRADE. EROSION PROTECTION SHALL W o00, BE PROVIDED FOR MOBILE HOME SUPPORTS. L� 10N u o z'0 z z > v- "" WATER - THE REQUIRED WATER SYSTEM, INCLUDING FIRE HYDRANTS, ! z SHALL BE INSTALLED AND ACCEPTED BY THE APPROPRIATE �- WATER AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL 7- P.M N M t7 C-4 N N W r �D U-) N ty O O O o 0 PLACED ON AN INDIVIDUAL LOT. FIRE - PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A WATER SYSTEM FOR FIRE PROTECTION MUST BE PROVIDED, EITHER: 1) 91 f 91-92 A DOMESTIC WATER SYSTEM WITH AN APPROVED FIRE HYDRANT WITHIN 500' OF THE DRIVEWAY ENTRANCE, OR 2) A PRIVATE WELL SYSTEM WITH A WATER STORAGE TANK OF SUFFICIENT SIZE, AS APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. THE ENVIRONMENTAL CONSTRAINT INFORMATION SHOWN ON THIS MAP SHEET IS FOR INFORMATIONAL PURPOSES DESCRIBING CONDITIONS AS OF THE DATE OF 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. NO S " I.P. FLUSH 20TH AVENUE R.S. 20 / 82 - P.M. 127 / 34 ENGINEER'S NOTES 8 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE NORTHEAST D RCE 23256, PER RS 100/8 QUARTER (1/4) OF SECTION 18, TOWNSHIP 3 SOUTH, RANGE 6 EAST, S.B.M. X17 TAKEN AS N 0' 04' 06" E PER PM 91/91-92. gl7 0 DENOTES SET 1" I.P. FLUSH, TAGGED R.C.E. 25658 UNLESS OTHERWISE NOTED. 0 DENOTES FOUND MONUMENTS AS NOTED M a-�, ALL MONUMENTS SET PER CO. ORD. 461.21 �o=� j ] RECORD PER RS 76/68 ,na�- oi O RECORD PER PM 25/10 !tea RECORD PER PM 91/91-92 20 < > RECORD PER RS 122/57 89'54'51" W 2640.14']((N 89'55'28" W 2640.14')) [[N 89"54'49" W << >> RECORD PER RS 100/8 rn (( )) RECORD PER RS 96/84 rn [[ ]] RECORD PER RS 94/47 W r >^ r, TOTAL GROSS ACREAGE = 5.00 ACRES oo'm� R.S. 16 / 73 I W re) Ki M �oc"om�rO� � o �NaN N ENVIROMENTAL CONSTRAINT NOTES W W FLOOD - W o = 00 n W -'*oto-oa,.vb o ALL NEW BUILDINGS SHALL BE FLOODPROOFED BY ELEVATING M O o THE FINISHED FLOOR A MINIMUM OF 18 INCHES ABOVE THE m o $ SURROUNDING FINISHED GRADE. EROSION PROTECTION SHALL W o00, BE PROVIDED FOR MOBILE HOME SUPPORTS. L� 10N u o z'0 z z > v- "" WATER - THE REQUIRED WATER SYSTEM, INCLUDING FIRE HYDRANTS, ! z SHALL BE INSTALLED AND ACCEPTED BY THE APPROPRIATE �- WATER AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL 7- P.M N M t7 C-4 N N W r �D U-) N ty O O O o 0 PLACED ON AN INDIVIDUAL LOT. FIRE - PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A WATER SYSTEM FOR FIRE PROTECTION MUST BE PROVIDED, EITHER: 1) 91 f 91-92 A DOMESTIC WATER SYSTEM WITH AN APPROVED FIRE HYDRANT WITHIN 500' OF THE DRIVEWAY ENTRANCE, OR 2) A PRIVATE WELL SYSTEM WITH A WATER STORAGE TANK OF SUFFICIENT SIZE, AS APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. THE ENVIRONMENTAL CONSTRAINT INFORMATION SHOWN ON THIS MAP SHEET IS FOR INFORMATIONAL PURPOSES DESCRIBING CONDITIONS AS OF THE DATE OF 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. NO S " I.P. FLUSH 20TH AVENUE m 1,00 `01 ESTABLISHED E 1/16 CORNER o M a D RCE 23256, PER RS 100/8 v BY SINGLE PROPORTION 1 S gl7 /'- 659.86 - <<N 89'54'49' W 1320.00'» S 89'49'21" E '1319.72' [[N 89'54.49" W _ 1320.03']] S 89.49'21" E 1319.72' [[N 89'54'49" W 1320.04'1] 9 20 89'54'51" W 2640.14']((N 89'55'28" W 2640.14')) [[N 89"54'49" W 2640.07']] S 89.49'21" E 2639.44' SITE ECT VIi/ACINITY MAP 3USHED Ws -E 1/64 CORNER BY SINGLE PROPORTION NTS