Laserfiche WebLink
SHADED STORAGE SPACE <br />AND CMU ENCLOSURE <br />7.2' TO 9.5' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ GREEN PRIVACY <br />SCREEN ~6' TALL <br />CHAIN-LINK FENCE <br />W/ OVERGROWN <br />SHRUBS ~6' TALL <br />SSMH <br />34.37 RIM <br />24.31 INV <br />34.41 RIM34.64 RIM34.96 RIM <br />SSMH <br />35.62 RIM SSMH <br />35.17 RIM <br />SSMH <br />33.79 RIM <br />SSMH <br />33.47 RIM <br />22.13 INV <br />WV <br />33.38 RIM <br />CULVERT <br />33.90 TC <br />33.21 FL <br />TELE MH <br />34.32 RIM <br />ELMH <br />34.34 RIM <br />SSMH <br />34.81 RIM <br />SDMH <br />35.39 RIM <br />~29.66 INV IN E <br />~29.64 INV OUT W <br />WV <br />35.75 RIM <br />BOL (2) <br />EL RISER <br />EL RISER <br />SIGN <br />SIGN <br />LP <br />EL RISER <br />SIGN <br />TELE <br />VLT <br />EL RISER <br />SDMH <br />33.71 RIM <br />CATCHBASIN <br />33.21 FL <br />~29.08 INV PIPE IN E <br />PARALLEL <br />CURB RAMP <br />CURB <br />RAMP <br />35.62 TC <br />35.48 EG <br />35.37FL <br />35.36 TC <br />35.03 EG <br />34.66 FL <br />35.27 TC <br />34.87 EG <br />34.57 FL <br />34.75 TC <br />34.41 EG <br />34.04 FL <br />33.75 <br />FL <br />32.22 FL <br />32.98 FL <br />34.65 TC <br />34.25 EG <br />33.96 FL34.10 TC <br />33.89 EG <br />33.43 FL <br />34.35 TC <br />33.93 EG <br />33.66 FL <br />33.99 TC <br />33.55 EG <br />33.29 FL <br />33.94 TC <br />33.53 EG <br />33.25 FL <br />33.68 TC <br />33.36 EG <br />32.97 FL <br />33.85 TC <br />33.37 EG <br />33.16 FL <br />33.57 TC <br />33.20 EG <br />32.90 FL <br />33.50 TC <br />33.17 TC/FS <br />34.50 TB <br />34.00 FS 36.50 TC/TB <br />36.00 FS <br />35.59 EC 35.47 EC 35.23 EC <br />34.36 EC <br />34.11 EC <br />33.89 EC <br />34.32 EC <br />34.63 EC <br />34.03 EC <br />33.89 EC <br />FH <br />SIGN <br />BOL <br />33.76 TC <br />33.34 EG <br />33.05 FL <br />5.5' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.6' WIDE <br />SIDEWALK <br />5.3' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.5' WIDE <br />SIDEWALK <br />5.3' WIDE <br />SIDEWALK <br />7.1' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK <br />5.6' WIDE <br />SIDEWALK <br />5.4' WIDE <br />SIDEWALK 5.3' WIDE <br />SIDEWALK <br />Δ=89°56'40" <br />R=25.00' <br />L=39.24' <br />Δ=43°56'16" <br />R=24.50' <br />L=18.79' <br />PUBLIC UTILITY EASEMENT REC. <br />2008-000207324 <br />35.57 FS <br />35.86 FS <br />SIGN (2)GUTTER CONTINUES EAST <br />RIBBON GUTTER <br />TYP.CURB AND GUTTER <br />TYP. <br />6 <br />2 <br />35 <br />1 1 <br />1 <br />1 <br />1 <br />11 <br />1 <br />1 <br />1 <br />6 <br />7 7 <br />7 <br />7 <br />7 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />4 <br />100' <br />BUILDING 1 <br />37.25 FF <br />36.58 PAD <br />10 <br />0 <br />' <br />23+00 24+00 25+00 26+00 27+00 <br />12 <br />+ <br />0 <br />0 <br />11 <br />+ <br />0 <br />0 <br />10 <br />+ <br />0 <br />0 <br />9+ <br />0 <br />0 <br />8+ <br />0 <br />0 <br />77 <br />8 <br />8 <br />8 <br />8 <br />9 <br />9 9 <br />9 <br />9 <br />9 <br />9 <br />9 <br />10 <br />8 <br />NO:DATE:DESCRIPTION: <br />JOB NO: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECK BY: <br />SHEET NO: <br />PROJECT TITLE <br />OWNER/ APPLICANT: <br />CONSULTANT: <br />PROFESSIONAL SEAL: <br />K: <br />\ <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />S <br />\ <br />5 <br />0 <br />3 <br />. <br />0 <br />2 <br />7 <br /> <br />L <br />A <br />K <br />E <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />I <br />N <br />D <br />U <br />S <br />T <br />R <br />I <br />A <br />L <br /> <br />C <br />O <br />M <br />P <br />L <br />E <br />X <br />\ <br />C <br />A <br />D <br />\ <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />1 <br /> <br />R <br />O <br />U <br />G <br />H <br /> <br />G <br />R <br />A <br />D <br />E <br />\ <br />C <br />- <br />7 <br />. <br />1 <br /> <br />E <br />R <br />O <br />S <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />S <br />E <br />D <br />I <br />M <br />E <br />N <br />T <br /> <br />C <br />O <br />N <br />T <br />R <br />O <br />L <br /> <br />P <br />L <br />A <br />N <br />. <br />D <br />W <br />G <br /> <br /> <br />10 <br />/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />4 <br />: <br />2 <br />7 <br />: <br />2 <br />5 <br /> <br />P <br />M <br />SOUTH COAST <br />TECHNOLOGY <br />CENTER <br />a California general partnership <br />3315 Fairview Road <br />Costa Mesa, California 92626 <br />C.J.Segerstrom & Sons <br />BUILDING #1 <br />3600 S. Susan Street <br />Santa Ana, California <br />APN: 414-261-01 <br />1" = 20' <br />2001020 <br />503.027 <br />KH <br />JB <br />10/07/2024 <br />EROSION AND <br />SEDIMENT CONTROL <br />PLAN <br />C-7.1 <br />PERIMETER CONTROL (SILT FENCE, FIBER ROLL, <br />SANDBAG BARRIER AND/OR GRAVEL BAG BERM) <br />SANITARY FACILITIES <br />CONSTRUCTION DUMPSTER <br />LEGEND <br />1 FURNISH AND INSTALL PERIMETER CONTROL SILT FENCE (CASQA BMP SE-1), FIBER ROLL (CASQA BMP SE-5), <br />GRAVEL BAG BERM (CASQA BMP SE-6), AND/OR SANDBAG BARRIER (CASQA BMP SE-8) AS APPROPRIATE. <br />2 INSTALL CONSTRUCTION DUMPSTER AND MATERIAL DISPOSAL AREA PER CASQA BMP WM-5 SOLID WASTE <br />MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. <br />3 PROVIDE TEMPORARY SANITARY FACILITIES AND SECONDARY CONTAINMENT PER CASQA BMP WM-9 <br />SANITARY/SEPTIC WASTE MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. <br />4 PROVIDE EQUIPMENT MAINTENANCE AREA AND MATERIAL STORAGE AREA PER CASQA BMP NS-10 VEHICLE AND <br />EQUIPMENT MAINTENANCE AND WM-1 MATERIAL DELIVERY AND STORAGE. CONTRACTOR TO LOCATE DURING <br />CONSTRUCTION. <br />5 PROVIDE LINED CONCRETE WASHOUT BASIN AND EQUIPMENT CLEANUP AREA PER CASQA BMP-WM-8 AND <br />BMP-NS-8. <br />6 CONSTRUCT CASQA BMP TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT AND TC-3 ENTRANCE/OUTLET TIRE <br />WASH. CONTRACTOR TO LOCATE DURING CONSTRUCTION AND ADJUST SIZE AS NEEDED. <br />7 PERFORM STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7 STREET SWEEPING, AS NECESSARY. <br />8 STABILIZE ALL EXPOSED SOILS PER CASQA BMP WE-1. <br />9 LIMIT OF BUILDING PAD. <br />10 CASQA BMP SE-10, STORM DRAIN INLET PROTECTION. <br />1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT’S STORM WATER <br />POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT. <br />2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY <br />RAINFALL PROBABILITY EXCEEDS 40%. <br />3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY <br />SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO <br />FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. <br />4.CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION <br />CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY. <br />5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST <br />MANAGEMENT PRACTICES (BMPS) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER <br />BMP HANDBOOKS. <br />6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, BERMS AND DESILTING <br />BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE <br />IMMEDIATELY REPAIRED. <br />7.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO <br />PREVENT TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. <br />EROSION AND SEDIMENT CONTROL GENERAL NOTES <br />EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES <br />SHEET 4 OF 4 <br />10/14/2024 <br />Behrooz Sarlak 10/29/2024