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SHEET 3 OF 15 SHEETS
<br />NUMBERED PARCELS=9
<br />PARCEL MAP NO. 2018-188
<br />LETTERED PARCEL=1
<br />GROSS AREA: 25.402 AC
<br />NET AREA: 24.383 AC
<br />IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA
<br />DATE OF SURVEY: 08/05/2019
<br />(ALL OF TENTATIVE PARCEL
<br />TAIT & ASSOCIATES, INC., AUGUST 2019
<br />MAP NO. 2018-188)
<br />MICHAEL FURLONG L.S. 8899
<br />MONUMENT & ESTABLISHMENT NOTES
<br />'lO FD. SPIKE WITH C.S.A. WASHER PER (R22). ACCEPTED AS CENTERLINE INTERSECTION DYER RD. &
<br />HALLADAY ST. SOUTH. FLUSH.
<br />OFD. SPIKE WITH C.S.A. WASHER PER (R22). ACCEPTED AS CENTERLINE INTERSECTION DYER RD. &
<br />HALLADAY ST. NORTH. FLUSH.
<br />OFD. PUNCHED SPIKE & WASHER TAGGED "SANTA ANA SURVEY" PER (R8). ACCEPTED AS CENTERLINE
<br />INTERSECTION DYER RD. & TECH CENTER DR., FLUSH.
<br />OFD. GEAR SPIKE & WASHER STAMPED "LS 5557" PER (R70) & (R11). ACCEPTED AS SOUTHWESTERLY
<br />CORNER PARCEL 2, P.M. 97-156, P.M.B. 313144-46. FLUSH.
<br />OFD. GEAR SPIKE & WASHER STAMPED "LS 5557" PER (R70) & (R11). ACCEPTED AS SOUTHWESTERLY
<br />CORNER PARCEL 3, P.M. 97-156, P.M.B. 313/44-46. FLUSH.
<br />OFD. GEAR SPIKE & WASHER STAMPED "LS 5557" PER (R9). FLUSH.
<br />O7 FD. PUNCHED SPIKE & WASHER STAMPED "LS 7038" PER (R1) & (R7). ACCEPTED AS SOUTHERLY
<br />TERMINUS CENTERLINE TECH CENTER DR., FLUSH.
<br />OB FD. 1" IRON PIPE, ACCEPTED AS 1" IRON PIPE TAGGED "LS. 2528" PER (R). ALSO ACCEPTED AS THE
<br />INTERSECTION OF THE NORTH LINE OF LOT 2 SECCOMBE TRACT PER (R4) AND THE W'LY LINE OF THE
<br />O.C.F.C.D. AS SHOWN ON O.R. 8935/49M12, PER (R) & (R21). DOWN 1.0'
<br />OFD. PUNCHED SPIKE & WASHER STAMPED "SANTA ANA SURVEYOR" PER (R) & (R6). ACCEPTED AS
<br />CENTERLINE INTERSECTION ALTON AVE. & STANDARD AVE. PER (R) & (RB). DOWN 0.25'.
<br />10 FD. GEAR SPIKE & WASHER (WASHER ILLEGIBLE) PER (R) & IRS), DISTANT 0.08' S. & 0.06' W. FROM
<br />CENTERLINE INTERSECTION ALTON AVE. & STANDARD AVE. PER (R6). POSITION EXAGGERATED FOR
<br />CLARITY. DOWN 0.2'.
<br />11 FD. GEAR SPIKE & WASHER STAMPED "RCE 3144_" LAST NUMBER IN STAMPING ILLEGIBLE PER (R) &
<br />(R5), DISTANT 0.06' S. & 0.04' W FROM CENTERLINE INTERSECTION HALLADAY ST. SOUTH & ALTON AVE.
<br />PER (R5). POSITION EXAGGERATED FOR CLARITY. DOWN 0.1'.
<br />12 FD. PUNCHED SPIKE 8 WASHER STAMPED "SANTA ANA SURVEYOR" PER (R) & (R5). ACCEPTED AS
<br />CENTERLINE INTERSECTION HALLADAY ST. SOUTH & ALTON AVE. PER (R) & (R5). FLUSH.
<br />NOTES:
<br />1. SEE SHEET 4 FOR BOUNDARY ESTABLISHMENT.
<br />2. SEE SHEET 5 FOR DETAILS & EASEMENT NOTES.
<br />3. SEE SHEET 6 FOR LINE & CURVE TABLE.
<br />4. SEE SHEETS 7-15 FOR EASEMENT DETAILS.
<br />NOTES
<br />1. COVENANTS, CONDITIONS, AND RESTRICTIONS ARE TO BE RECORDED CONCURRENTLY WITH
<br />THIS MAP TO ADDRESS INGRESS -EGRESS, DRAINAGE, PRIVATE UTILITY, EMERGENCY
<br />VEHICULAR ACCESS AND MAINTENANCE FOR THESE AND OTHER INCIDENTAL PURPOSES
<br />INCLUDING LANDSCAPE MAINTENANCE OF THE PARCELS AND MAINTENANCE OF THE PRIVATE
<br />DRIVEWAY (PARCEL A) BY THE HOMEOWNERS ASSOCIATION.
<br />2. PARCEL "A" SHOWN ON THIS MAP IS NOT A SEPARATE BUILDING SITE AND IS FOR PRIVATE
<br />DRIVEWAY PURPOSES.
<br />3. PARCEL "A" SHALL BE OWNED, OPERATED AND MAINTAINED BY THE DEVELOPER, ITS
<br />SUCCESSORS OR ASSIGNS. THE CITY OF SANTA ANA SHALL HAVE NO MAINTENANCE
<br />RESPONSIBILITY.
<br />4. PARCEL'W IS SHOWN TO INCLUDE PORTIONS OF DYER ROAD AND ALTON AVENUE, BUT DYER
<br />ROAD AND ALTON AVENUE ARE BOTH PUBLIC STREETS, AND THE INCLUSION HEREOF IS TO
<br />SOLEV SHOW THE LIMITS OF UNDERLYING OWNERSHIP.
<br />5. THE GROSS SQUARE FOOTAGE OF PARCEL "A" IS 11.235 ACRES WHICH INCLUDES THE
<br />PORTIONS OF THE PUBLIC STREETS PER ITEM 4 ABOVE, AND THE NET SQUARE FOOTAGE IS
<br />9.267 ACRES WHICH EXCLUDES THE PUBLIC STREETS.
<br />6. PURSUANT TO SECTION 66426(c) OF THE SUBDIVISION MAP ACT, THIS MAP IS EXCLUDED
<br />FROM BEING DEFINED AS A TRACT MAP IN THAT THE LAND IS ZONED COMMERCIAL OR
<br />INDUSTRIAL.
<br />7. THERE ARE NO CONFLICTS WITH EXISTING VISIBLE IMPROVEMENTS AND THE EXISTING
<br />BOUNDARY LINE (DISTINCTIVE BORDER) OF THIS MAPAS ESTABLISHED HEREON.
<br />BASIS OF BEARINGS
<br />THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL
<br />CONTROL STATION GPS NO. 6096 AND STATION GPS NO. 6092 BEING NORTH 51°38'24" EAST
<br />PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR.
<br />DATUM STATEMENT
<br />COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE
<br />VI 1983 NAD (2017 50 EPOCH O C S GPS ADJUSTMENT) ALL DISTANCES SHOWN ARE GROUND
<br />13 FD. 2" IRON PIPE, NO REFERENCE. ACCEPTED AS LOCATION OF FD. 1" IRON PIPE TAGGED "LS 3120"
<br />DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES MULTIPLY GROUND
<br />PER (R) AND FD. 1 1/2" IRON PIPE TAGGED "LS 3120" PER (R2). HELD FOR LINE EAST -WEST TO
<br />DISTANCE BY0.99997502(PROJECT SPECIFIC VALUE).
<br />RE-ESTABLISH THE WILY LINE OF PARCEL NO. 1 P.M.B. 16/9. SAID FD. 2" IRON PIPE 0.10' N'LY OF THE
<br />RE-ESTABLISHED S'LY RIGHT-OF-WAY LINE OF DYER ROAD (50' WIDE). DOWN 1'.
<br />REFERENCE NOTES R13 R.S.B. 65/40
<br />14 SEARCHED, NOTHING FOUND. ESTABLISHED BY HOLDING RECORD DISTANCE OF 530.10'FROM STY
<br />R14 C.R. 2004-0758
<br />R/W LINE DYER RD. PER (R), (R16) & (R17).
<br />R R.S. 94-1078, R.S.B. 147/23 R15 C.R. 2004-1141
<br />R16 LLA 97-022 REC. 12/20/99 AS
<br />15 SEARCHED, NOTHING FOUND. ESTABLISHED BY HOLDING RECORD DISTANCE OF 717.89' FROM N'LY
<br />R1 P.M. 2000-214, P.M.B. 323/8-11
<br />R2 P.M.B. 16/9 INST. NO. 19990860482, O.R.
<br />R/W LINE ALTON AVE. PER (R16).
<br />R3 M.M. 8/17 R17 LOT MERGER NO. 2018-05
<br />i6 SEARCHED, NOTHING FOUND. ESTABLISHED BY PRORATION.
<br />R4 M.M. 8/89 REC. 06/15/20 AS INST. NO.
<br />R5 C.R. 2019-2862 2020000273966, O.R.
<br />17 SEARCHED, NOTHING FOUND. ESTABLISHED BY PRORATION.
<br />RB C.R. 2019-2861 R18 C.R. 2000-648
<br />R7 C.R. 2019-2860 RIB R.S. 95-1067, R.S.B. 155/49
<br />R20 HORIZONTAL
<br />18 SEARCHED, NOTHING FOUND. ESTABLISHED PARALLEL WITH AND 18.30' SOUTHERLY FROM THE N'LY
<br />RS C.R. 2019-2859 O.C.S.
<br />R9 C.R. 2019-2858 CONTROL DATA SHEETS
<br />LINE LOT 25 MAP OF SECCOMBE ADDITION TO DYER M.M. 8/17 PER (R17).
<br />R70 C.R. 2019-2857 R21 P.M. 81-879, P.M.B. 168/12
<br />R22 C.R. 2003-2194
<br />19 SEARCHED, NOTHING FOUND. ESTABLISHED PARALLEL WITH AND 18.30' SOUTHERLY FROM THE N'LY
<br />R11 P.M. 97-156, P.M.B. 313/44-46
<br />R12 C.S.A.T.B. 31161 R23 R.S. R.S.B. -29
<br />LINE LOT 25 MAP OF SECCOMBE ADDITION TO DYER M.M. 8117 PER (R17).
<br />84-882190,
<br />/22-31
<br />R24 P.M. 84-882, P.M.B. 206/22-31
<br />20 SEARCHED, NOTHING FOUND. ESTABLISHED BY PRORATION.
<br />LEGEND
<br />21 SEARCHED, NOTHING FOUND. ESTABLISHED BY PRORATION.
<br />B.C. BEGINNING OF CURVE RAD. RADIAL BEARING(p
<br />S&W SPIKE & WASHER
<br />22 FD. 3/4" IRON PIPE PER (R), NO TAG. ACCEPTED AS B.C. AND E.C. PER (R).
<br />CENTERLINE
<br />C.R. CORNER RECORD WILY NORTHERLY
<br />E'LY EASTERLY
<br />23 SEARCHED, NOTHING FOUND. ESTABLISHED BY INTERSECTION.
<br />C.S.A. CITY OF SANTA ANA
<br />FD. FOUND S'LY SOUTHERLY
<br />W'LY WESTERLY
<br />24 SEARCHED, NOTHING FOUND. B.C. ALTON AVE. ESTABLISHED BY HOLDING RECORD DISTANCE OF
<br />E.C. END OF CURVE
<br />L&T LEAD AND TACK C.S.A.T.B. CITY OF SANTA ANA TIE BOOK
<br />378.76' FROM C/L INTERSECTION ALTON AVE. & STANDARD AVE. PER (R1).
<br />I.P. IRON PIPE
<br />25 SEARCHED, NOTHING FOUND. SW'LY COR. P.M. 2000-214 P.M.B. 32318-11 ESTABLISHED BY HOLDING
<br />M.M. MISCELLANEOUS MAPS
<br />O.R. OFFICIAL RECORDS
<br />RECORD DISTANCE OF 392.54' FROM C/L INTERSECTION ALTON AVE. & STANDARD AVE. PER (RI).
<br />O.C.S. ORANGE COUNTY SURVEYOR
<br />P.M.B. PARCEL MAP BOOK OCS GPS #6092 B
<br />26 SEARCHED, NOTHING FOUND. ESTABLISHED BY INTERSECTION, RADIAL LINE RUNNING THROUGH
<br />MONUMENT NOTE #25 AND RADIAL TO THE C/L OF ALTON AVE., AND LINE RUNNING THROUGH
<br />O.C.F.C.D. ORANGE COUNTY FLOOD
<br />w
<br />MONUMENT NOTE #27 HELD BY RECORD DISTANCE.
<br />CONTROL DISTRICT
<br />•I'-
<br />I
<br />kq.
<br />27 SEARCHED, NOTHING FOUND. ESTABLISHED BY HOLDING RECORD DISTANCE OF 463.82' FROM R/W
<br />LINE ALTON AVE. PER(Ri).
<br />Qggw i p
<br />OA OCS GPS #6096, FOUND PUNCHED 2 1/2" BRASS DISK IN CONCRETE STAMPED "C.S.A. SURVEY 1988",
<br />//
<br />IN WELL MONUMENT. ACCEPTED AS CENTERLINE INTERSECTION OF MACARTHUR BLVD. AND MAIN
<br />i N DYER ROAD
<br />ST. PER (R15), (R20) & (1123). DOWN 0.6'
<br />- - -
<br />N=2202158.37
<br />E=6069530.46
<br />OOCS GPS #6092, FOUND PUNCHED ROUND HEAD SPIKE AND WASHER, STAMPED "LS 3246" PER (R20) 8
<br />-
<br />-�
<br />N
<br />(R24). FLUSH.
<br />- J
<br />❑ ❑ 3
<br />N=2205472.33
<br />I
<br />- J
<br />/
<br />E=6073717.83
<br />- INDICATES OCS GPS CONTROL STATION MONUMENT PER RECORDS ON FILE IN THE OFFICE OF THE
<br />ORANGE COUNTY SURVEYOR.
<br />INDICATES FOUND MONUMENTAS NOTED.
<br />O INDICATOR LEAD B
<br />"PLS 8899" OALLL DCORNERS
<br />_
<br />A
<br />F -
<br />K WE H BRASS TAG STAMPEDE PLS 8899" ATD PARCELVMAP BOUNDARYASHER
<br />TAC/ P
<br />"PLS
<br />�et�,P�`
<br />TAGGED 8899" AT ALL INTERIOR PARCEL CORNERS IN SOIL, DOWN 0.2 FEET OR SPIKE &
<br />WASHER STAMPED "PLS 8899" FLUSH IN ASPHALT OR LEAD & TACK WITH BRASS TAG STAMPED "PLS
<br />¢
<br />-
<br />8899" FLUSH IN CONCRETE.
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<br />-
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<br />7
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<br />/8
<br />- / 9
<br />ALTON AVENUE
<br />OCS GPS #6096 A
<br />_ MACARTHUR
<br />BOULEVARD BOULEVARD c}YD
<br />City Council
<br />7-6 GPS TIES 10/4/2022
<br />N.T.S
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