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P <br />P <br />C <br />GR <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />N <br />0 <br />0 <br />° <br />0 <br />6 <br />' <br />2 <br />0 <br />' <br />' <br /> <br />W <br />66 <br />0 <br />. <br />0 <br />1 <br />' <br />L <br />L <br />(E) <br />CC <br />(E) <br />AC <br />(E) <br />AC <br />(E) <br />AC <br />(E) <br />AC <br />(E) <br />PA <br />(E) <br />PA <br />(E) <br />PA <br />(E) <br />AC <br />L <br />(E) <br />AC(E) <br />AC <br />(E) <br />CC <br />(E) BUILDING <br />FF = 108.90' <br />GB GB GB <br />108.45 FS <br />(108.68 FS) <br />(108.55 FS) <br />(108.53 FS) <br />(108.00 FS) <br />108.79 FS 108.88 FS 108.88 FS <br />107.38 FS <br />108.44 FS <br />(107.85 FS)(108.14 FS) <br />(106.59 FS=TC) <br />(106.63 FS=TC) <br />108.65 FS <br />108.61 FS <br />108.67 FS <br />108.56 FS <br />108.75 FS <br />108.75 FS <br />(108.64 FS)1. <br />0 <br />1 <br />% <br />1. <br />5 <br />1 <br />% <br />1. <br />8 <br />0 <br />% <br />1. <br />8 <br />0 <br />% <br />0.74% <br />1.00% <br />1. <br />8 <br />2 <br />% <br />1.93% <br />0. <br />4 <br />9 <br />% <br />1.98 <br />%2.75 <br />% <br />3.7 <br />7 <br />% <br />1.94% <br />1. <br />2 <br />1 <br />% <br />4.43% <br />1. <br />8 <br />0 <br />% <br />0.08% <br />1. <br />8 <br />6 <br />% <br />108.35 FS <br />1. <br />8 <br />0 <br />% <br />106.64 FS <br />107.18 TC <br />107.14 TC <br />106.68 FS <br />0.17%0.47%0.04% <br />3.3 <br />0 <br />% <br />1.47 <br />% <br />1.17 <br />% <br />108.90 FF <br />108.88 TH <br />(107.69 FS=FG) <br />1. <br />2 <br />8 <br />% <br />GB3. <br />0 <br />1 <br />% <br />GB <br />GB <br />107.48 FS <br />108.47 FS <br />108.88 FS <br />0.92% <br />108.97 TC <br />109.15 TC <br />109.25 TC 109.25 TC <br />108.75 FS <br />107.98 TC <br />107.88 TC 108.85 TC <br />108.47 FS <br />108.95 TC <br />109.11 TC <br />109.03 TC <br />109.08 TC109.14 TC <br />(108.58 FS)109.25 TC <br />0.53% <br />1. <br />8 <br />0 <br />% <br />108.66 FS <br />109.17 TC <br />1. <br />8 <br />4 <br />% <br />(107.45 FG) <br />(107.54 FG) <br />(108.65 FS) <br />(108.19 FS) <br />(108.67 FS) <br />(108.02 FG) <br />(108.51 FG) <br />(108.23 FG) <br />ENTRANCE DOOR <br />(108.53 FS) <br />EXISTING GRADEFINISHED SURFACE <br />6' CONCRETE CURB <br /> PER DETAIL 4/C-4.0 <br />4" THICK CONCRETE PAVEMENT <br />4" THICK CRUSHED AGGREGATE <br />12" COMPACTED SUBGRADE <br />90% RELATIVE COMPACTION <br />AC OVERLAY PER <br />DETAIL 3/C-4.0 <br />(E) CRUSHED AGGREGATE <br />GB GB GB GBPL <br />(E) BUILDING <br />4" THICK CONCRETE PAVEMENT <br />4" THICK CRUSHED AGGREGATE <br />12" COMPACTED SUBGRADE <br />90% RELATIVE COMPACTION <br />0" CONCRETE CURB <br />GB GB <br />(FF = 108.90)FINISHED SURFACE <br />EXISTING GRADE <br />AC OVERLAY PER DETAIL 3/C-4.0 <br />TRUNCATED DOME PER <br />DETAIL 7/C-4.0 <br />NEW 6" CONCRETE CURB PER <br />DETAIL 4 ON SHEET C-4.0 <br />4" THICK CONCRETE PAVEMENT <br />4" THICK CONCRETE PAVEMENT <br />12" COMPACTED SUBGRADE <br />90% RELATIVE COMPACTION <br />EXISTING PLANTER AREA <br />EXISTING PLANTER AREA <br />ESTIMATED EARTHWORK QUANTITY <br />NOTES: <br />ESTIMATED CUT = 3.73 CU YD <br />ESTIMATED FILL = 8.15 CU YD <br />ESTIMATED NET = 4.43 CU YD (FILL) <br />SCALE:1"=10' <br />0510 2000100 <br />SURVEYOR DATE: JULY 15, 2024 <br />FLORENTINO FERRER <br />FERRER & ASSOCIATES <br />LAND SURVEYORS & ENGINEERS <br />16388 COLIMA ROAD, UNIT 206-L <br />HACIENDA HEIGHTS, CA 91745 <br /> SURVEYOR'S NOTES <br />1.THIS MAP REPRESENTS A TOPOGRAPHIC SURVEY OF VISIBLE FIELD <br />CONDITIONS AT THE TIME OF THIS SURVEY. NO EASEMENTS, COVENANTS, <br />CONDITIONS, OR RESTRICTIONS HAVE BEEN DETERMINED EXCEPT THOSE <br />SHOWN. <br />2.THE HORIZONTAL BASIS FOR THIS SURVEY IS N 00°06'20" W GRAND AVENUE <br />PER TRACT NO. 3841 SHEET 2 OF 2 IN THE CITY OF SANTA ANA, COUNTY OF <br />ORANGE, STATE OF CALIFORNIA. <br />3.THE VERTICAL BASIS FOR THIS SURVEY IS DESCRIBED BY OCS 2001 - <br />DISTURBED - FD 3 3 <br />4" OCS ALUMINUM BM DISK STAMPED "3B-73-68", SET IN <br />THE TOP OF THE N END OF A CONCRETE HEAD WALL. MONUMENT IS <br />LOCATED IN THE NE CORNER OF THE INTERSECTION OF GRAND AVE AND <br />THE SANTA FE/TOPEKA RAILWAY, 42.8' E'LY OF THE CENTERLINE OF GRAND <br />AVE AND 51' N'LY OF THE MOST N'LY RAIL ALONG THE RAILWAY. MONUMENT <br />IS SET LEVEL WITH THE SIDEWALK. <br />ELEVATION = 116.36' <br />4.REFER TO AUTOCAD DWG FILE FOR ADDITIONAL SURVEY POINTS AND DATA <br />FEATURES NOT SHOWN HERE. <br />SURVEY INFORMATION: <br />FILE NO.:TENANT IMPROVEMENT PLAN <br />PROJECT LIMITS <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED:SHEET _ OF 8 <br />BENCHMARK NO.:ELEV.: <br />DATE <br />08/2024DESIGNED: AL DRAWN: RF CHECKED: TD <br />08/2024 <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PRINCIPAL CIVIL ENGINEER <br />08/2024 <br />PRINCIPAL CIVIL ENGINEER <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />RCE NO.:36079 <br />RCE NO.: <br />SENIOR CIVIL ENGINEER <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />Y <br />Y <br />- <br />N <br />N <br />N <br />N <br />: <br /> <br />1 <br />0 <br />0 <br />1 <br /> <br />S <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />. <br />SITE GRADING PLAN AND SECTIONS <br />5 <br />C-3.0 <br />2 <br />C-3.0 <br />C-3.0 <br />1 <br />GRADING SECTION <br />SCALE:H 1:20 <br />V 1:5 <br />1 GRADING SECTION <br />SCALE:H 1:20 <br />V 1:5 <br />2 <br />3.0C-3.0 <br />SITE GRADING PLAN <br />AND SECTIONS <br />1.THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE FOR REFERENCE ONLY <br />TO BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING <br />PURPOSES ONLY. <br />2.ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO <br />EXISTING GRADES IN SURVEY. THE ESTIMATED EARTHWORK DOES NOT <br />CONSIDER THE THICKNESS OF EACH PAVEMENT MATERIAL, FOUNDATION <br />AND SLAB ON GRADE VOLUMES, THE REMOVAL OF ANY UNSUITABLE <br />MATERIAL, AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS, TOP <br />SOIL OR VEGETATION. <br />3.THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE <br />FACTORS DUE TO COMPACTION OR ANY OVER EXCAVATION QUANTITIES. <br />4.ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ON-SITE <br />MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING <br />ON-SITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED <br />BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR <br />REPLACEMENT. <br />5.INFORMATION SHOWN WITHIN THE CONSTRUCTION DOCUMENTS WAS <br />DERIVED FROM AS-BUILT PLANS. CONTRACTOR SHALL VERIFY EXISTING <br />CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. IF ANY DISCREPANCIES <br />ARISE, CONTRACTOR SHALL INFORM OWNER AND DESIGN TEAM. <br />3 <br />C-3.0 <br />GRADING SECTION <br />SCALE:H 1:20 <br />V 1:5 <br />3 <br />3.0 <br />Behrooz Sarlak 4/7/2025