SYC · syc syc 351.4 340 24"sd f type 9755 clairemont mesa blvd. san diego, ca 92124 phone:...
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PIV FDC FH FH V 10" W 10" VCP S MUP BOUNDARY LEGEND: SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC SYC FDC FDC FDC PIV FDC PIV FDC FH FH FH FH FH FH FH FH FH FDC 11 s s FH V s s s V V s s FH V s s s FH V FH s s V s V FH V X X X 334.1 361.5 361.5 340.3 338.7 339.9 360.3 358.3 343.1 346.3 367.3 365.6 356.4 355.3 352.3 365.2 358.2 392.1 368.6 363.4 363.7 363.1 363.4 362.3 365.4 355.5 354.4 341.6 342.5 344.1 350.2 356.1 339.8 341.5 329.7 330.8 332.7 333.9 336.6 339.3 340.9 344.2 347.5 350.4 354.3 357.9 359.3 360.2 360.6 361.2 361.2 362.3 362.8 364.2 365.6 367.5 370.6 356.6 357.4 358.6 360.3 362.1 364.4 366.3 371.5 367.3 362.8 362.9 361.4 362.6 366.9 362.4 358.4 356.6 360.3 357.1 359.7 356.5 354.4 355.7 353.2 353.7 350.2 351.5 346.6 345.5 347.3 354.6 352.7 350.6 347.5 351.7 351.2 354.7 358.1 345.6 346.7 346.8 347.4 345.5 344.6 342.8 341.4 337.4 334.5 344.7 330.1 326.3 327.4 327.7 333.9 336.3 340.5 334.5 334.4 332.5 331.3 330.5 328 340.2 333.5 334.7 340.9 335.2 336.6 338.6 342.8 334.5 334.4 336.5 338.3 338.6 340.5 339.5 341.3 342.6 344.2 342.6 346.5 343.4 346.6 361.4 346.7 355.5 347.2 346.3 349.1 351.4 352.1 354.1 354.5 353.8 353.1 352.2 351.4 349.3 349.7 347.2 347.6 343.6 342.5 345.1 366.4 360.3 381.5 370.3 368.5 361.1 359.4 361.2 358.2 356.4 358.7 361.5 342.9 358.5 340.2 346.3 354.5 347.7 353.4 371.6 359.8 371.7 372.4 365.6 365.2 364.6 368.2 365.1 330.6 333.2 331.7 333.8 335.5 333.3 333.4 333.9 332.6 333.7 335.2 337.7 353.4 344.5 345.1 347.6 351.4 353.8 355.8 353.7 353.9 352.1 351.4 348.6 349.1 348.3 350.7 349.7 347.9 345.5 346.6 345.2 344.8 343.5 343.7 343.6 344.4 345.5 346.6 352.6 353.8 366.3 363.7 340.1 359.3 353.3 329.6 352.1 351.6 Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Tree Ground O Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured Trees Ground Obscured (375) (385) (330) (350) (370) (355) (375) (345) (365) (365) (340) (335) (360) (360) (355) (345) (350) (370) (365) (345) (420) (355) (355) (355) (375) (350) (410) (370) (360) (335) (345) (355) (355) (350) (360) (370) (350) ) (340) (355) (365) (360) (350) (350) (370) (345) (415) (360) (355) (355) (380) (355) (405) (415) (360) (385) (355) (355) (355) (335) (375) (355) (400) (410) (365) (390) (350) (350) (350) (340) (360) (360) (395) (405) (370) (395) (345) (350) (345) (340) (330) (365) (390) (400) (375) (400) (340) (340) (345) (365) (325) (370) (385) (395) (365) (405) (335) (335) (350) (365) (325) (375) (380) (390) (370) (410) (355) (370) (360) (375) (385) (375) (415) (360) (375) (320) (365) (370) (380) (380) (330) (350) (365) (360) (370) (340) (380) (345) (430) (330) (355) (410) (360) (390) (360) (440) (335) (370) (345) (420) (370) (370) (360) (350) (400) (370) (450) (345) (380) (340) (370) (380) (360) (345) (390) (345) (360) (390) (370) (400) (335) (350) (400) (340) (355) (375) (350) (365) (355) (385) (435) (335) (350) (365) (350) (395) (445) (340) (405) (335) (415) (425) (350) (455) (340) (340) (340) (405) (335) (355) (345) (350) (355) (380) (370) (360) (360) (375) (365) (375) (360) (385) (395) (365) (385) (365) (355) (395) (375) (365) (375) (345) (340) (335) (350) (365) 6" W 15" PVC S 10" W 10" VCP S 10" W 6" W 10" VCP S 10" VCP S 10" W 8" VCP S 10" W 10" VCP S 8" VCP S 10" VCP S 10" W 10" W 6" CMLC 10" VCP S EX. 24" IE 355.44 EX. 24" IE 357.56 EX. 24" IE 347.40 MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP BOUNDARY MUP MUP BOUNDARY MUP BOUNDARY PHASE 2 PHASE 1 FMZ FMZ FMZ FMZ FMZ FMZ FMZ FMZ FMZ FMZ FMZ LAKETREE DR LOS SICOMOROS LANE EX. PUBLIC UTILITY EASEMENT GIRD RD PROP. VENUE 2 PROP. VENUE 1 EX. PUBLIC UTILITY EASEMENT CASABLANCA WAY 360.3 358.3 342.5 341.5 346.6 345.5 347.3 347.5 351.7 351.2 358.1 345.6 346.7 346.8 347.4 345.5 344.6 342.8 341.4 337.4 349.1 348.3 347.9 345.5 345.2 344.8 343.7 343.6 344.4 345.5 352.6 Trees Ground Obscured Trees Ground Obscured (350) (340) (345) (345) (355) (345) (350) ) (350) 3 4 5 ) (345) (340) EX. DRAINAGE EX. WELL #1 TO REMAIN EX. CROSSING EX. 16' WIDE BRIDGE TO BE REPLACED WITH NEW 24' WIDE STEEL BRIDGE WITH CONCRETE DECK NEW 16' WIDE STEEL BRIDGE WITH CONCRETE DECK EX. DRAINAGE EX. CROSSING EX. LOW WATER CROSSING PROP. GATED EMERGENCY ACCESS NO. 2 EX. DRIVEWAY LOCATION PER FALLBROOK GOLF COURSE MUP NO. P74-165 PER RSD G-14E EX. DRIVEWAY LOCATION PER FALLBROOK GOLF COURSE MUP NO. P74-165 PER RSD G-14E PROP. CONCRETE PAD PROP. DECORATIVE POND WATER SURFACE EL. 344.5 EX. TRAPEZOIDAL CONCRETE CHANNEL EX. ACCELERATION LANE EX. DECELERATION LANE NEW ENTRY SIGN (3) PROP. DECORATIVE POND WATER SURFACE EL. 333.5 PROP. DECORATIVE POND WATER SURFACE EL. 362.5 PROP. DECORATIVE POND WATER SURFACE EL. 358.5 3-3' HT. RETAINING WALLS FLOODWAY FLOODPLAIN NOT A PART NOT A PART NOT A PART NOT A PART NOT A PART NOT A PART NOT A PART NOT A PART EX. WELL OFFSITE EX. DG PATH (8'WIDE) EX. C/L EX. C/L EX. 24" SD EX. 24" SD EX. 24" SD PROP. RETENTION BASIN WATER SURFACE EL. 343 EX. WELL #2 TO REMAIN EX. ACCESS EASEMENT EX. WELL #3 TO REMAIN (ULTIMATE R/W) PAD 345.5 349.5 PAD PAD 345.5 PAD 365.5 24"SD 8"SD 30"SD 30"SD F TYPE 24"SD 30"SD PROP. VENUE 3 OPTIONAL LOCATION FOR INTERIM MODULAR BUILDING/TENT FOR WINE TASTING/EVENT VENUE. MODULAR BUILDING WILL BE REMOVED PRIOR TO OCCUPANCY OF PERMANENT STRUCTURE. (SEE CONDITION #15 ON SHEET 1) OPTIONAL LOCATION FOR INTERIM MODULAR BUILDING/TENT FOR WINE TASTING/EVENT VENUE. MODULAR BUILDING WILL BE REMOVED PRIOR TO OCCUPANCY OF PERMANENT STRUCTURE. (SEE CONDITION #15 ON SHEET 1) OPTIONAL LOCATION FOR INTERIM MODULAR BUILDING/TENT FOR WINE TASTING (APPROX. 24'x40'). MODULAR BUILDING WILL BE REMOVED PRIOR TO OCCUPANCY OF PERMANENT STRUCTURE. (SEE CONDITION #15 ON SHEET 1) NEW CROSSWALK PROP. WINE TASTING & RESTAURANT PROP. GATED EMERGENCY ACCESS NO. 1 EX. DRIVEWAY LOCATION PER FALLBROOK GOLF COURSE MUP NO. P74-165 PER RSD G-14E SYC SYC 351.4 340 24"SD F TYPE 9755 Clairemont Mesa Blvd. San Diego, CA 92124 Phone: (858) 614-5000 MBAKERINTL.COM COUNTY OF SAN DIEGO, CA PRELIMINARY GRADING PLAN PDS 2018-P74-165W1 ENV. LOG NO. PDS 2018-ER-18-02-003 NOVEMBER 13, 2019 OF 1 COUNTY OF SAN DIEGO, CA PRELIMINARY GRADING PLAN SHEET 1 PLANNER/ENGINEER LEGAL DESCRIPTION ASSESSOR PARCEL NUMBER BENCHMARK BASIS OF BEARINGS SITE ADDRESS: APPLICANT: VICINITY MAP RECHE RD VIA MONSERATE PALA MESA DR WILT RD GIRD RD NUESTRA LN VIA DEL ROBLES WESTMONT DR OAK CLIFF DR SITE GIRD RD GREEN CANYON RD ALTA VISTA DR MUP AREA NOTES EARTHWORK EXISTING EASEMENTS SHEET INDEX TYPICAL SECTION ACCESS ROAD TYPICAL SECTION EX. GIRD ROAD (SA 80) A · · · · SIGHT DISTANCE CERTIFICATE STATEMENT WATERS OF THE US POND SECTION
SYC · syc syc 351.4 340 24"sd f type 9755 clairemont mesa blvd. san diego, ca 92124 phone: (858) 614-5000 mbakerintl.com county of san diego, ca preliminary grading plan pds 2018-p74-165w1
OPTIONAL LOCATION FORINTERIM MODULARBUILDING/TENT FOR WINETASTING/EVENT VENUE.MODULAR BUILDING WILL BEREMOVED PRIOR TO OCCUPANCYOF PERMANENT STRUCTURE.(SEE CONDITION #15 ON SHEET 1)
OPTIONAL LOCATION FORINTERIM MODULARBUILDING/TENT FOR WINETASTING/EVENT VENUE.MODULAR BUILDING WILL BEREMOVED PRIOR TOOCCUPANCY OF PERMANENTSTRUCTURE. (SEE CONDITION#15 ON SHEET 1)
OPTIONAL LOCATION FORINTERIM MODULARBUILDING/TENT FOR WINETASTING (APPROX. 24'x40').MODULAR BUILDING WILL BEREMOVED PRIOR TOOCCUPANCY OF PERMANENTSTRUCTURE. (SEE CONDITION#15 ON SHEET 1)
PROP. MUP BOUNDARY EX. 60' PUBLIC RD. ESMT. EX. 100' PUBLIC RD. ESMT. 74' ULTIMATE R/W EX. LOT LINE EX. EASEMENT PROP. GATE EX. PAVEMENT EX. CONCRETE EX. DG PATH (6'-8'WIDE) PROP. ALL WEATHER SURFACE PROP. PERMEABLE SURFACE PROP. DECORATIVE SURFACE PROP. CONCRETE PROP. AC PROP. BUILDING PROP. PARKING LOT LIGHTING SHIELDED 100W LED EX. SEWER LINE EX. STORM DRAIN EX. WATER LINE EX. STREET LIGHT EX. FIRE HYDRANT EX. METER / UTILITY EX. MANHOLE EX, CATCH BASIN EX, VALVE EX. UTILITY POLE PROP. FIRE HYDRANT PROP. FIRE DEPT. CONNECTION PROP. POST INDICATOR VALVE ADA PARKING (18'X9')(AC) STD. PARKING SPACE (18'x9')(PERVIOUS) EX. LAKE PROP. DECORATIVE POND EX. CONTOUR PROP. CONTOUR PROP. DAYLIGHT LINE DIRECTION OF FLOW SPOT ELEVATION 100-YEAR FLOODWAY 100-YEAR FLOODPLAIN EX. TREE/VEGETATION 50' RPO BUFFER NEW WATER WELL EX. WATER WELL PROP. TREE WELL (BMP) PROP. DISPERSION AREA (BMP) PROP. STORM DRAIN PIPE W/CLEANOUT & HEADWALL W/RIP-RAP PROP. RIP-RAP PROP. SD CLEANOUT PROP. CATCH BASIN RISER PROP. F TYPE CATCH BASIN (4 SIDES OPEN)
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N16%%D26'39"E
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80.60'
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N57%%D56'39"E
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03°32'43" 500.00' 30.94'
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N73°29'39"W 29.08'
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S67%%d25'00"W
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100.20'
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N57%%D56'39"E
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90.20'
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81.62'
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W
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EXIST. PROP. TREE TREE
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PROP. MUP BOUNDARY EX. 60' PUBLIC RD. ESMT. EX. 100' PUBLIC RD. ESMT. 74' ULTIMATE R/W EX. LOT LINE EX. EASEMENT PROP. GATE EX. PAVEMENT EX. CONCRETE EX. DG PATH (6'-8'WIDE) PROP. ALL WEATHER SURFACE PROP. PERMEABLE SURFACE PROP. DECORATIVE SURFACE PROP. CONCRETE PROP. AC PROP. BUILDING PROP. PARKING LOT LIGHTING SHIELDED 100W LED EX. SEWER LINE EX. STORM DRAIN EX. WATER LINE EX. STREET LIGHT EX. FIRE HYDRANT EX. METER / UTILITY EX. MANHOLE EX, CATCH BASIN EX, VALVE EX. UTILITY POLE PROP. FIRE HYDRANT PROP. FIRE DEPT. CONNECTION PROP. POST INDICATOR VALVE ADA PARKING (18'X9')(AC) STD. PARKING SPACE (18'x9')(PERVIOUS) EX. LAKE PROP. DECORATIVE POND EX. CONTOUR PROP. CONTOUR PROP. DAYLIGHT LINE DIRECTION OF FLOW SPOT ELEVATION 100-YEAR FLOODWAY 100-YEAR FLOODPLAIN EX. TREE/VEGETATION 50' RPO BUFFER NEW WATER WELL EX. WATER WELL PROP. TREE WELL (BMP) PROP. DISPERSION AREA (BMP) PROP. STORM DRAIN PIPE W/CLEANOUT & HEADWALL W/RIP-RAP PROP. RIP-RAP PROP. SD CLEANOUT PROP. CATCH BASIN RISER PROP. F TYPE CATCH BASIN (4 SIDES OPEN)
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H:\PDATA\160734\CADD\PLANNING\DLV\160734-GP-01.DWG BUTTS, KIMBERLY 11/8/2019 8:19 AM
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MICHAEL BAKER INTERNATIONAL STEVE WRAGG 9755 CLAIREMONT MESA BLVD. SAN DIEGO, CA. 92124 (858) 614-5000
THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (CSRS EPOCH 2011). SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CONTINUOUS OPERATING REFERENCE STATIONS (CORS) AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NGS).
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THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION; SDGPS 03. 2" BRASS DISK IN SIDEWALK STAMPED "NE 15/76 1980 SDGPS-03 1991". LOCATED AT THE NORTHEAST CORNER OF OVERPASS OF HWY 76 & HWY 15. ELEVATION: 308.26 (NAVD88)
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A PORTION OF TRACT B, RANCHO MONSERATE, SAN DIEGO COUNTY, CALIFORNIA, BOOK 23, PAGE 356 OF DEEDS.
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GIRD VALLEY, INC 1492 RAINBOW VALLEY BLVD. FALLBROOK, CA 92028
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VOLUME OF CUT: 50,000 CY VOLUME OF FILL: 50,000 CY EXPORT/IMPORT: 0 CY NOTE: THIS IS A RAW EARTHWORK VALUE AND IS SUBJECT TO ADJUSTMENTS DUE TO SHRINKAGE AND/OR BULKING, BUILDING FOUNDATION DESIGN AND ROADWAY UNDERCUTS TO BE DETERMINED BY THE PROJECT'S GEOTECHNICAL CONSULTANT. MAXIMUM SITE RETAINING WALL HEIGHT: N/A TOTAL DISTURBED AREA BEFORE PROJECT: 23.7 AC TOTAL DISTURBED AREA AFTER PROJECT : 23.7 AC TOTAL IMPERVIOUS AREA BEFORE PROJECT: 2.2 AC TOTAL IMPERVIOUS AREA AFTER PROJECT : 2.1 AC MAX DEPTH OF CUT: 20' MAX DEPTH OF FILL:10' MAX CUT SLOPE RATIO: 2 TO 1 MAX FILL SLOPE RATIO: 2 TO 1
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1. MUP BOUNDARY AREA: 23.7 ACRES MUP BOUNDARY AREA: 23.7 ACRES 2. THIS PLAN IS PROVIDED TO ALLOW FOR FULL AND ADEQUATE DISCRETIONARY REVIEW THIS PLAN IS PROVIDED TO ALLOW FOR FULL AND ADEQUATE DISCRETIONARY REVIEW OF A PROPOSED DEVELOPMENT PROJECT. THE PROPERTY OWNER ACKNOWLEDGES THAT ACCEPTANCE OR APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL TO PERFORM ANY GRADING SHOWN HEREON, AND AGREES TO OBTAIN VALID GRADING PERMISSIONS BEFORE COMMENCING SUCH ACTIVITY. 3. SOURCE OF TOPOGRAPHY AEROTECH MAPPING, INC., FLOWN JULY 28, 2017. SOURCE OF TOPOGRAPHY AEROTECH MAPPING, INC., FLOWN JULY 28, 2017. 4. SEE BIOLOGICAL RESOURCE LETTER REPORT FOR AQUATIC RESOURCES ONSITE. SEE BIOLOGICAL RESOURCE LETTER REPORT FOR AQUATIC RESOURCES ONSITE. THE PROJECT PROPOSES TO BE GRADED IN TWO PHASES AS SHOWN ON THE PLOT PLAN SHEET 2. ALL IMPROVEMENTS (PARKING, ACCESS, INFRASTRUCTURE, LANDSCAPE AND BMP's) WILL BE INSTALLED WITH EACH PHASE. CONSTRUCTION OF STRUCTURES WITHIN EACH OF THE PHASES ARE MARKET DRIVEN AND WILL NOT OCCUR IN ANY PARTICULAR ORDER, TIMING OR SEQUENCE. AS AN INTERIM REPLACEMENT FOR THE WINE TASTING AND EVENT VENUE, MODULAR BUILDINGS/TENT MAY BE USED WITH THE APPROVAL OF THE FAJ (SEE NOTES ON SHEET 2).
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DOC. #
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DESCRIPTION
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CHICAGO TITLE INSURANCE COMPANY PRELIMINARY REPORT ORDER NUMBER 7101614983, DATED 9/1/2016
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SDG&E PUBLIC UTILITIES
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DOC. 120804, BK 4253 PG 35, 10/3/1951
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DOC. 132414 BK. 5384 PG. 583, 10/4/1954
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GRANT & AGREEMENT
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FILE NO. 2004-0505579, 6/26/2004
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PUBLIC ROAD EASEMENT
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FALLBROOK PUBLIC UTILITIES
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DOC. 65204, BK. 7050, PG. 249, 4/23/1958
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98
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PUBLIC ROAD EASEMENT
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PUBLIC ROAD EASEMENT
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PUBLIC ROAD EASEMENT
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FILE NO. 122061, 7/7/1964
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FILE NO. 122064, 7/7/1964
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FILE NO. 122065, 7/7/1964
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SHEET 1 - TITLE SHEET/PRELIMINARY GRADING PLAN
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SCALE: 1"=60'
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60
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30
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60
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120
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180
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SCALE: 1"=60'
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0
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NOT TO SCALE
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EXIST
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GROUND
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EXIST
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GROUND
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24'
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* ALL WEATHER (GRANITE-CRETE OR DECORATIVE PAVERS, CLASS 2 BASE OR GRAVEL) MIN. 75,000 lbs. FIRE APPARATUS BEARING LOAD
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*ALL WEATHER SURFACE (PERMEABLE)
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15'
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GRADED DIRT
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30'
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%%P34'-%%P37'
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VARIES
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VARIES
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A.C. PAVEMENT
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2.2E LIGHT COLLECTOR
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35
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30'
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74' ULTIMATE RIGHT-A-WAY
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EX. GROUND
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VARIES
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VARIES
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PORTION: AC BERM EDGE/PAVEMENT
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PORTION: CONC. CURB & GUTTER EDGE/PAVEMENT
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EXISTING 100' PUBLIC ROAD EASEMENT
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EXISTING 60' PUBLIC ROAD EASEMENT
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2%%% TYP.
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MONSERATE WINERY MAIN GATE I CERTIFY THAT THERE IS 450 FEET OF UNOBSTRUCTED INTERSECTIONAL SIGHT DISTANCE IN THE NORTHBOUND DIRECTION FROM THE MONSERATE WINERY MAIN GATE ALONG GIRD ROAD AND 450 FEET OF UNOBSTRUCTED INTERSECTIONAL SIGHT DISTANCE IN THE SOUTHBOUND DIRECTION FROM THE MONSERATE WINERY MAIN GATE ALONG GIRD ROAD MEASURED IN ACCORDANCE WITH THE METHODOLOGY DESCRIBED IN TABLE 5 OF THE MARCH 2012 COUNTY OF SAN DIEGO PUBLIC ROAD STANDARDS. THESE SIGHT DISTANCES MEET THE REQUIRED INTERSECTIONAL SIGHT DISTANCE REQUIREMENT OF 450 FEET AS INTERPOLATED FROM TABLE 5 BASED ON A SPEED OF 45 MPH, WHICH I HAVE VERIFIED TO BE THE HIGHER OF THE PREVAILING SPEED (45 MPH) AND THE MINIMUM DESIGN SPEED (40 MPH) OF THE ROAD CLASSIFICATION (LIGHT COLLECTOR 2.2E). I HAVE EXERCISED RESPONSIBLE CHARGE FOR THE CERTIFICATION AS DEFINED IN SECTION 6703 OF THE PROFESSIONAL ENGINEERS ACT OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
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NOTICE: THE SUBJECT PROPERTY CONTAINS THE SUBJECT PROPERTY CONTAINS WETLANDS, A LAKE, A STREAM, AND/OR WATERS OF THE U.S. AND/OR STATE WHICH MAY BE SUBJECT TO REGULATION BY STATE AND/OR FEDERAL AGENCIES, INCLUDING, BUT NOT LIMITED TO, THE REGIONAL WATER QUALITY CONTROL BOARD, U.S. ARMY CORPS OF ENGINEERS AND THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE. IT IS THE APPLICANT'S RESPONSIBILITY TO CONSULT WITH EACH AGENCY TO DETERMINE IF A PERMIT, AGREEMENT OR OTHER APPROVAL IS REQUIRED AND TO OBTAIN ALL NECESSARY PERMITS, AGREEMENTS OR APPROVALS BEFORE COMMENCING ANY ACTIVITY WHICH COULD IMPACT THE WETLANDS, LAKE, STREAM, AND/OR WATERS OF THE STATE OR U.S. ON THE SUBJECT PROPERTY. THE AGENCY CONTACT INFORMATION IS PROVIDED BELOW. U.S. ARMY CORPS OF ENGINEERS: 915 WILSHIRE ARMY CORPS OF ENGINEERS: 915 WILSHIRE BLVD., SUITE 1101, LOS ANGELES, CA 90017; (213) 452-3333; HTTP://WWW.USACE.ARMY.MIL/ REGIONAL WATER QUALITY CONTROL BOARD: 2375 NORTHSIDE DRIVE, SUITE 100, SAN DIEGO, CA 92108; [email protected] ; HTTP://WWW.WATERBOARDS.CA.GOV/SANDIEGO/ CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE: 3883 RUFFIN RD., SAN DIEGO, CA 92123; (858) 636-3160; [email protected] HTTP://WWW.DFG.CA.GOV/
