Laserfiche WebLink
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) & (R71). 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 />R24 P.M. 84-882, P.M.B. 206/22-31 <br />/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 (Ri ). <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 "PLS 8899" SPIKE & D"PIES 8899" OR <br />_ <br />A <br />F - <br />ALLL PARCELVMAP BOUNDARYASHER <br />PLS 899" ATOR PLEXDB <br />TACK WE H BRASS TAG STAMPEDED <br />CORNERS / 11, <br />"PLS <br />�et�,P�` <br />TAGGED 8899" AT ALL INTERIOR PARCEL CORNERS IN SOIL, DOWN 0.2 FEET OR SPIKE & <br />STAMPED "PLS 8899" FLUSH IN ASPHALT OR LEAD & TACK WITH BRASS TAG STAMPED "PLS <br />¢ <br />-l7ool�WASHER <br />8899" FLUSH IN CONCRETE. <br />g <br />7 <br />/8 <br />- / 9 <br />ALTON AVENUE <br />OCS GPS #6096 A <br />_ MACARTHUR <br />BOULEVARD cYN y/ <br />GPS TIES <br />N.T.S <br />