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ST <br />A <br />K <br />E <br /> <br />S <br />P <br />O <br />R <br />T <br />S <br /> <br />F <br />O <br />O <br />T <br />L <br />A <br />B <br />SHEET NUMBER <br />Know what's below. <br />before you dig.Call <br />40 <br />0 <br /> <br />W <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />LICENSED PROFESSIONAL ENGINEER <br />STATE OF CALIFORNIA <br />ERIC A. ROBLES <br />CIVIL <br />NO <br />T <br />E <br />S <br />PRIVATE WATER CONSTRUCTION NOTES: <br />INSTALL 8" DCDA BACKFLOW PREVENTION DEVICE FOR FIRE PURPOSES PER <br />STANDARD PLAN NO. 1433B. <br />QTY <br />173 <br />DEMOLITION NOTES: <br />REMOVE EXISTING PARKING SIGNAGE AND STRIPING. <br />REMOVE PORTION OF EXISTING WALL. LIMITS PER GRADING SHEETS. <br />REMOVE EXISTING 8" BACKFLOW PREVENTION ASSEMBLY FROM VAULT; REMOVE <br />LID AND TOP PORTION OF VAULT TO MIN 24" BELOW GRADE, CORE ONE 4" <br />DIAMETER HOLE THROUGH BOTTOM OF VAULT AND BACKFILL VAULT WITH <br />CLEAN SAND (SE 30) AND COMPACT TO MIN 90% RELATIVE DENSITY PER <br />ASTM D1577. <br />REMOVE AND CLOSE DRIVEWAY PER STREET IMPROVEMENT PLANS (P0116060). <br />REMOVE PORTION OF EXISTING ASPHALT PAVEMENT. LIMITS PER GRADING <br />SHEETS. <br />REMOVE EXISTING STAIRS. <br />REMOVE EXISTING RAMP. <br />REMOVE AND REPLACE EXISTING PAVEMENT WITH LANDSCAPE. REFER TO <br />HORIZONTAL CONTROL AND GRADING PLANS FOR ADDITIONAL INFORMATION. <br />REMOVE AND REPLACE EXISTING SIGN PER SEPARATE PLANS. <br />REMOVE PORTION OF EXISTING V-GUTTER. LIMITS PER GRADING SHEETS. <br />REMOVE EXISTING TREES. <br />1 <br />QTY <br />1 LS <br />150 LF <br />1 EA <br />1 EA <br />1,119 SF <br />3 EA <br />1 EA <br />9,259 SF <br />1 EA <br />241 LF <br />3 EA <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />EROSION CONTROL NOTES: <br />INSTALL AND MAINTAIN SAND BAGS PER CASQA BMP SE-8. <br />INSTALL AND MAINTAIN CONCRETE WASHDOWN AREA PER CASQA WM-8. <br />COORDINATE LOCATION IN FIELD. <br />CONSTRUCT TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER CASQA <br />TC-1, AT LIMITS OF WORK. <br />CONTRACTOR TO COORDINATE STOCKPILE LOCATION IN FIELD. CONTRACTOR <br />SHALL INSTALL AND MAINTAIN EROSION/MANAGEMENT CONTROL PER CASQA <br />WM-3. <br />INSTALL AND MAINTAIN MATERIAL DELIVERY AND STORAGE PER CASQA WM-1. <br />COORDINATE LOCATION IN FIELD. <br />STREET SWEEPING AS REQUIRED. CONDUCT PER CASQA SE-7. <br />INSTALL WASTE MANAGEMENT AREA PER CASQA WM-9. COORDINATE LOCATION <br />IN FIELD. <br />CONTRACTOR SHALL PROVIDE FENCING AS SHOWN AND/OR AS NEEDED TO <br />PROVIDE PEDESTRIAN PROTECTION PER CHAPTER 33 OF THE CBC. <br />INSTALL WASTE MANAGEMENT AREA PER CASQA WM-5. COORDINATE LOCATION <br />IN FIELD. <br />INSTALL AND MAINTAIN DRAIN INLET PROTECTION AT EXISTING AND <br />PROPOSED INLETS PER CASQA BMP SE-10. <br />1 <br />QTY <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />HORIZONTAL CONTROL, STRIPING, AND SIGNAGE NOTES: <br />PAINT 4" WHITE PARKING STALL, 2 COATS MINIMUM, PER CITY OF SANTA <br />ANA SPECIFICATIONS. <br />CONSTRUCT ADA PARKING STALL, SIGNAGE, WHEELSTOP, AND ACCESS AISLE <br />STRIPING PER DETAIL 1 AND 2, SHEET 9. <br />CONSTRUCT VAN ADA PARKING STALL, SIGNAGE, WHEELSTOP, AND ACCESS <br />AISLE STRIPING PER DETAIL 1 AND 2, SHEET 9. <br />CONSTRUCT ADA CROSSWALK, 4" BLUE STRIPING PER DETAIL 3 ON SHEET <br />9. <br />20 <br />QTY <br />1 LS <br />5 EA <br />2 EA <br />274 LF <br />21 <br />22 <br />23 <br />PROTECT IN PLACE NOTES: <br />PROTECT IN PLACE EXISTING WATER LINE. <br />PROTECT IN PLACE EXISTING WATER METER. <br />PROTECT IN PLACE EXISTING SANITARY SEWER LINE. <br />PROTECT IN PLACE EXISTING ELECTRICAL LINE. <br />PROTECT IN PLACE EXISTING GAS LINE. <br />PROTECT IN PLACE EXISTING STORM DRAIN. <br />PROTECT IN PLACE EXISTING TELEPHONE LINE. <br />PROTECT IN PLACE EXISTING V-GUTTER. <br />PROTECT IN PLACE EXISTING ASPHALT PAVEMENT. <br />PROTECT IN PLACE EXISTING BUILDING. <br />PROTECT IN PLACE EXISTING WALL. <br />PROTECT IN PLACE EXISTING CONCRETE DOCK. <br />PROTECT IN PLACE EXISTING RAMP. <br />PROTECT IN PLACE EXISTING STAIRS. <br />A <br />QTY <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />1 LS <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />I <br />J <br />K <br />L <br />M <br />N <br />PAVING AND GRADING NOTES: <br />CONSTRUCT 6" CONCRETE CURB, TYPE A1-6, PER SPPWC STD PLAN 120-3. <br />CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF SANTA ANA STD <br />PLAN 1101. <br />CONSTRUCT TRUNCATED DOME PER CBC. TRUNCATED DOMES SHALL EXTEND <br />FULL WIDTH OF RAMP AND 36" IN DIRECTION OF TRAVEL. <br />CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF SANTA ANA STD PLAN <br />1104. <br />CONSTRUCT ASPHALT PAVEMENT. MATCH EXISTING PAVEMENT SECTION. <br />CONSTRUCT 0" CONCRETE CURB. <br />CONSTRUCT 24"X24" CONCRETE SPLASH PAD AT THE ROOF DRAIN <br />DOWNSPOUT. <br />CONSTRUCT MODIFIED CURB RAMP, CASE B TYPE 1, PER SPPWC STD PLAN <br />111-5. SEE DETAIL 1 SHEET 10. <br />CONSTRUCT MODIFIED CURB RAMP, CASE A TYPE 1, PER SPPWC STD PLAN <br />111-5. SEE DETAIL 1 SHEET 10. <br />CONSTRUCT 4' CONCRETE V-GUTTER PER SPPWC STD PLAN 122-3. SEE <br />DETAIL 2 SHEET 10. <br />CONSTRUCT PARKWAY DRAIN, CASE I INLET, PER CITY OF SANTA ANA STD. <br />PLAN 319. <br />CONSTRUCT RETAINING CURB PER DETAIL 5 SHEET 9. <br />40 <br />QTY <br />2,643 LF <br />583 LF <br />1 LS <br />4,48 SF <br />2,469 SF <br />- <br />5 EA <br />6 EA <br />1 EA <br />318 LF <br />1 EA <br />52 LF <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />LEAL ESCRIPTIN <br />BASIS BEARIN <br />L NE <br />BENCHAR <br />ENERAL ETECHNICAL NTE ALTASURVEY NTE <br />Behrooz Sarlak 2/26/2026