LANDSCAPE LANDSCAPE 18.20 FS
DN VALET PICK-UP
YACHT CLUB WAY
7'-0"
SETBACK 5'-0" SETBACK
5'-0"
SETBACK
CENTERLINE OF STREET RAMP DOWN VEHICULAR ACCESS 30'-0" 22'-6" 15'-0" GARAGE EXIT 256'-2" 324'-7" 117'-8" EASEMENT
HOPKINS WAY LOADING RAMP UP AISLE EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN RETAIL RESIDENTIAL ENTRANCE ENTRY PLAZA COURTYARD RESIDENTIAL AMENITY UNIT RESIDENTIAL LOBBY MAIL OFFICE GENERAL RETAIL SALES CORRIDOR ELEV STAIR ELEV LOADING ELEV OUTDOOR SEATING AREA STAIR ELECTRIC VAULT 50¶ WIDE PUBLIC STREET EASEMENT PER I.N. 2101 RECORDED 11/18/1953 IN BK. 43188. PG 230, O.R. & EASEMENT PER I.N. 97-17822498. O.R. 30'-0" 50'-0" RIGHT-OF-WAY PER RECORD OF SURVEY RECORDED IN BOOK 180.PAGE 60 OF RECORD OF SURVEYS ¶
RELOCATE EXISTING CURB 8 ¶ TO THE
/ UNLOADING ZONE
WEST AND YELLOW STRIPPED LOADING RE-USE EXISTING CURB CUT GATE GATE 2% 2% 2% 2% SINGLE FAMILY RESIDENCE ROOF FF: 90.20 6TH FLR FF: 78.70 5TH FLR FF: 67.20 4TH FLR FF: 55.70 3RD FLR FF: 44.20 2ND FLR FF: 32.70 1ST FLR FF: 18.70 P1 BASEMENT FF: 8.70 PAD FF: 8.03 8" PAD:MIN. 5" SLAB THICKNESS 10 MIL VAPOR BARRIER 2" OF CLEAN SAND xxx.xx FS xxx.xx TG xxx.xx INV. 78.80 FS xxx.xx INV. 2% 2%2% 1% 1% 1% 1% 1% 1% 1% 1% 1% 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 2%2% (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS 25.78 FS 18.20 FS 78.80 FS 78.80 FS 18.20 FS 18.20 FS 2%2% 1%1%1%1% 1% 1% 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 1% 18.20 FS PL 2% MIN. SLOPE VARIES 18" (E) SEWER MAIN. CONNECT (N) 6" LATERAL AS SHOWN. CONTRACTOR TO DETERMINE INVERT ELEVATION IN FIELD, AND NOTIFY ENGINEER IF LATERAL CAN NOT CONNECT WITH 2% MIN. SLOPE. (N) 6" ABS SEWER LATERAL. (N) 6" SEWER CLEANOUT. SITE DRAINAGE PLAN SCALE: 1" = 16'-0"
1234567 DRAINAGE PLAN (SITE LEVEL) SCOPE OF WORK: DRAINAGE PLAN FOR PROPOSED RESIDENTIAL DEVELOPMENT. WORST CASE RISER DIAGRAM (NTS) CURB OPENING TOSTREET CITY OF REDONDO BEACH - ENGINEERING SERVICES DIVISION NOTES A. MYLAR COPY OF THE RECORDED TRACT MAP/PARCEL MAP SHALL BE SUBMITTED TO THE CITY ENGINEER, PRIOR TO REQUESTING FINAL BUILDING INSPECTION. B. RECORDED COPY OF THE REQUIRED COVENANT/EASEMENT/DEED/DEED RESTRICTION SHALL BE SUBMITTED TO THE CITY ENGINEER, PRIOR TO REQUESTING FINAL BUILDING INSPECTION. C. ALL EASEMENTS, OIL WELLS, SUBSTRUCTURES, SUPERSTRUCTURES, LANDSCAPE, HARDSCAPE, UTILITY POLES, UTILITY BOXES, UTILITY VENTS, UTILITY VAULTS, UTILITY CABINETS, UTILITY OVERHEAD LINES AND WATER HYDRANTS ARE SHOWN ON THIS SITE PLAN. D. CONTRACTOR, AT ITS SOLE COST, SHALL ENSURE THAT PERMITTED WORK WILL NOT CREATE POTENTIAL FLOODING OF NEIGHBORING IMPROVEMENTS, NOR WILL IT ALTER THE EXISTING COURSE OF WATER FLOW. E. CONTRACTOR SHALL NOTIFY CITY ENGINEERING DIVISION 48 HOURS PRIOR TO COMMENCING ANY WORK IN PUBLIC RIGHT OF WAY. F. WORK IN PUBLIC RIGHT OF WAY, SHALL COMPLY WITH THE LATEST EDITION OF APWA STANDARD PLANS AND SPECIFICATIONS, AND SHALL BE EXECUTED TO THE SATISFACTION OF CITY ENGINEER AND/OR HIS REPRESENTATIVE. G. WORK IN PUBLIC RIGHT OF WAY SHALL BE PERFORMED BY LICENSED CONTRACTORS. CONTRACTORS AND SUBCONTRACTORS SHALL POSSESS VALID REDONDO BEACH BUSINESS LICENSES. H. CONTRACTOR SHALL MAINTAIN CONSTRUCTION PERMITS AND AN APPROVED SET OF PLANS ON SITE AT ALL TIME. CONTRACTOR SHALL SURRENDER ALL REQUIRED CONSTRUCTION DOCUMENTS TO THE CITY ENGINEER AND/OR HIS REPRESENTATIVE UPON DEMAND. I. PRIOR TO ISSUANCE OF THE BUILDING/ENGINEERING PERMIT, CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. CONTRACTOR SHALL MAINTAIN ON CITY FILES APPROVED ONE MILLION DOLLAR GENERAL LIABILITY NAMING THE CITY ADDITIONAL INSURED, WITH 30-DAY CANCELLATION NOTICE. THE INSURANCE POLICY SHALL STATE "THE CITY OF REDONDO BEACH, ITS OFFICERS, ELECTED OFFICIALS, ATTORNEYS, EMPLOYEES, MEMBERS OF BOARDS AND COMMISSIONS, AGENTS AND VOLUNTEERS ARE HEREBY NAMED ADDITIONAL INSURED." THE CERTIFICATE OF INSURANCE MUST STATE THAT THE INSURANCE IS "PRIMARY" AND NOT EXCESS. THE CANCELLATION CLAUSE SHALL STATE "SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT." J. CONTRACTOR SHALL REPLACE AT ITS SOLE COST, DAMAGED SIDEWALK, DRIVEWAYS, CURB, GUTTER AND PAVEMENT TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. K. CONSTRUCT NEW RESIDENTIAL CONCRETE DRIVEWAY TYPE ____ WHERE NOTED ON SITE PLAN. NEW CONRETE SHALL BE CLASS 520-C-5200. L. CONSTRUCT NEW CONCRETE SIDEWALK WHERE NOTED ON SITE PLAN. NEW SIDEWALK SHALL MATCH EXISTING. NEW CONCRETE SHALL BE CLASS 520-C-2500. M. CONSTRUCT NEW CONCRETE CURB AND GUTTER WHERE NOTED ON SITE PLAN. NEW CURB SHALL HAVE FACE HEIGHT OF 6 INCHES OR MATCH EXISTING. NEW GUTTER SHALL BE 12 INCHES WIDE OR MATCH EXISTING. NEW CONCRETE SHALL BE CLASS 520-C-2500. N. CONSTRUCT NEW FULL-DEPTH ASPHALT CONCRETE PAVEMENT WHERE NOTED ON SITE PLAN. NEW ASPHALTIC CONCRETE SHALL BE CLASS D1-PG-64-10. O. NEW SEWER LATERAL SHALL BE CONNECTED TO MAIN SEWER LINE WITHIN PROPERTY FRONTAGE. SEWER LATERAL SHALL BE PERPENDICULAR TO MAIN SEWER LINE. MINIMUM SEWER LATERAL DIAMETER SHALL BE 4-INCH. NO CONNECTION TO EXISTING SEWER IS ALLOWED UNLESS THE EXISTING SEWER MEETS THE CURRENT CODE REQUIREMENTS AND THE APPROVAL OF THE BUILDING DIVISION. QUALITY/QUANTITY OF SEWAGE CONSTITUENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE WASTEWATER ORDINANCE OF THE SANITATION DISTRICTS OF LOS ANGELES COUNTY. PROVIDE 6-INCH CLEAN-OUT IMMEDIATELY BEHIND SIDEWALK. ENCASE CLEAN-OUT IN CONCRETE BOX MARKED "S" OR "SEWER". DESIGN SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. P. NEW PUBLIC OR QUASI-PUBLIC UTILITY FACILITIES SHALL BE LOCATED IN PUBLIC PARKWAY (THE LANDSCAPED AREAS BETWEEN THE CURB AND THE SIDEWALK OR THE CITY'S RIGHT OF WAY LINE), OUTSIDE OF CURB RAMPS, DRIVEWAYS, AND SIDEWALK, UNLESS OTHERWISE NOTED ON SITE PLAN. Q. TRAFFIC DELINEATION SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. R. COMMERCIAL VEHICLES TRANSPORTING SOIL, EQUIPMENT OR CONSTRUCTION MATERIALS, AND HAVING UNLADEN WEIGHT AS DEFINED IN SECTION 660 OF CVC OF 6,000 POUNDS OR MORE OR HAVING MANUFACTURER'S GROSS WEIGHT RATING AS DEFINED IN SECTION 390 OF CVC OF 10,000 POUNDS OR MORE SHALL USE DESIGNATED TRUCK ROUTE TO COMMUTE TO PROJECT SITE. ANY COMMERCIAL VEHICLE HAVING A FULLY LADEN WEIGHT OF 20,000 POUNDS OR MORE SHALL NOT USE CONDITIONAL TRUCK ROUTE. S. PUBLIC WORKS INSPECTOR SHALL INSPECT ALL STREET IMPROVEMENTS; ALL SEWER SYSTEMS INCLUDING ALL PIPING, TRENCHING, BACKFILLING AND SEWER EJECTOR; ALL STORM DRAIN SYSTEMS INCLUDING ALL PIPING, TRENCHING, BACKFILLING, CATCH BASINS, SUMP PUMPS AND OIL/WATER SEPARATOR. FIRST INSPECTION SHALL TAKE PLACE AFTER FORMS ARE IN PLACE FOR SIDEWALKS, DRIVEWAYS, ETC. OR AT THE TIME OF CONSTRUCTING THE SEWER LINE SADDLE. SECOND INSPECTION SHALL TAKE PLACE WHILE SIDEWALKS, DRIVEWAYS, ETC., ARE BEING POURED AND FINISHED OR AT THE TIME OF BACKFILLING. BACKFILLING, COMPACTION AND TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH CITY STANDARDS AND TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. FINAL INSPECTION WILL BE MADE PRIOR TO CITY BUILDING DIVISION FINAL INSPECTION. AT THAT TIME, IF ALL WORK PERTAINING TO PUBLIC RIGHT OF WAY IS IN GOOD ORDER, THE PERMIT DEPOSITS WILL BE RELEASED, LESS ANY AND ALL CHARGES. T. CONTRACTOR SHALL ARRANGE FOR PUBLIC WORKS INSPECTION 24 HOURS IN ADVANCE. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING AND BUILDING SERVICES AT (310) 937-6653 BEFORE 3:00 PM FOR ALL INSPECTION REQUESTS. CALLS RECEIVED AFTER 3:00 PM SHALL NOT BE SCHEDULED FOR NEXT BUSINESS DAY INSPECTION. U. CONTRACTOR SHALL SUBMIT COMPACTION REPORTS AND CONCRETE/ASPHALT CLASS CERTIFICATES TO CITY ENGINEERING DIVISION PRIOR TO REQUESTING FINAL INSPECTION. V. DUST CONTROL SHALL BE ENFORCED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE THROUGHOUT CONSTRUCTION. W. NOISE CONTROL SHALL BE ENFORCED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE THROUGHOUT CONSTRUCTION. ACTUAL CONSTRUCTION ACTIVITIES IN PUBLIC RIGHT OF WAY MAY OCCUR FROM 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY. NO WORK IN PUBLIC RIGHT OF WAY SHALL OCCUR ON SATURDAYS WITHOUT PRIOR AUTHORIZATION FROM THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. AUTHORIZED WORK ON SATURDAYS SHALL OCCUR FROM 9:00 A.M. TO 5:00 P.M. NO WORK IN PUBLIC RIGHT OF WAY SHALL OCCUR ON SUNDAYS OR NATIONAL HOLIDAYS. X. PUBLIC RIGHT OF WAY SHALL BE KEPT CLEAR AND CLEAN TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE THROUGHOUT CONSTRUCTION. NO STORAGE OF DEBRIS, MATERIALS OR EQUIPMENT SHALL BE ALLOWED ON PUBLIC RIGHT OF WAY WITHOUT PRIOR WRITTEN CONSENT FROM THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. SUCH CONSENT SHALL BE RENEWED DAILY. IF CITY CREWS ARE CALLED UPON TO PERFORM WORK OF CONTRACTOR, REGARDING CITY RIGHT OF WAY, CONTRACTOR SHALL BE CHARGED FOR ALL EXPENSES INCURRED BY CITY CREWS. Y. CONTRACTOR SHALL LOCATE AND PROTECT IN PLACE EXISTING UTILITIES AT ITS SOLE COST. CONTRACTOR SHALL REPAIR, AT ITS COST AND TO THE SATISFACTION OF THE CITY ENGINEER, HIS REPRESENTATIVE AND/OR TO THE UTILITY COMPANIES, ANY DAMAGE INFLICTED BY CONTRACTOR ON EXISTING UTILITIES. Z. CONTRACTOR SHALL LOCATE AND PROTECT IN PLACE EXISTING SURVEY POINTS AT ITS SOLE COST. CONTRACTOR SHALL RE-ESTABLISH DAMAGED SURVEY POINTS, AT ITS SOLE COST, AND TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. AA. CONTRACTOR SHALL REPLACE AT ITS SOLE COST, REMOVED/DAMAGED TREES/LANDSCAPING WITHIN PUBLIC RIGHT OF WAY, TO THE SATISFACTION OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. SEE SHEET C-3.0 FOR ADDITIONAL IMPORTANT NOTES. N/A CONSTRUCTION NOTES: EXISTING TO REMAIN, CONTRACTOR TO PROTECT IN PLACE. EXISTING TO BE REMOVED. PROPOSED BUILDING OUTLINE, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. PROPOSED ADU OUTLINE, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. OUTLINE OF ROOF / DECK ABOVE. BASEMENT OUTLINE PROPOSED NEW WOOD FENCE, DESIGNED BY OTHERS. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. CONSTRUCT (2) 3" C.I.P. OVERFLOW TO CURB DRAIN PER SPPWC STANDARD PLAN NO. 150-3, INVERT ELEVATION PER PLAN. PROPOSED (4) 6" STEPS, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. PROPOSED OUTDOOR SHOWER. POOL PER SEPARATE PLAN CHECK AND PERMIT. EXISTING WALL TO REMAIN. CONTRACTOR TO PROTECT IN PLACE. PROVIDE 2% MIN. SLOPE AWAY FROM BUILDING FOR CONCRETE PAVEMENT ADJACENT TO BUILDING. PROVIDE 5% MIN. SLOPE AWAY FROM BUILDING FOR LANDSCAPE AREA ADJACENT TO BUILDING. EXISTING DRIVEWAY APRON WIDENED PER ARCHITECTURAL PLANS. PARKWAY LANDSCAPING AND IRRIGATION PER SEPARATE LANDSCAPE AND IRRIGATION PLANS TO BE APPROVED BY CITY URBAN FORESTRY MANAGER. CONTACT ALBERTO ALEJANDRE, URBAN FORESTRY MANAGER, AT (310) 318-0687, EXT. 4545 FOR MORE INFORMATION. PROVIDE NDS18" SQ. CATCH BASIN (OR SIMILAR) WITH TRAFFIC RATED LID AND CARBON FILTER INSERT (OR SIMILAR). ROOF DRAINCATCH BASIN9 1011121323 FLOOD ZONE: "X" SHEET TITLE: PROJECT/LOCATION: SHEET: PRINT DATE: PROJ. NO: 22327 R0 LEGAL DESCRIPTION: B.A. SIMS ENGINEERING, INC 1341 ORIZABA AVENUE LONG BEACH, CA 90804 (562) 735-4955 WWW.BASIMS.COM 1021 HARBOR DR, REDONDO BEACH, CA 90027 LOT XX BLOCK XX TRACT NO. XX M.B. XX APN 7503-013-016 EXP: 6/30/22 11/03/2022 11/03/2022 3031 N C-1.0 TYPICAL SEWER PROFILE SCALE: NONE CITY EROSION CONTROL: 1. TEMPORARY EROSION CONTROL PLANS (WWECP) ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR,THEY SHALL BE IN PLACES AT THE AND OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DISTILLING BANS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTION 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULE 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT; OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR. GRADING FILLS / CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACT ON OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT AND QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN THE AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 12. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AND ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEMS EXIST. SHOULD EXCAVATION DISPOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 13. WHERE SUPPORT OR BUTTRESSING OR CUT AND NATURAL SLOPES AS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 14. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 15. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 16. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 17. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OF THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. BEST MANAGEMENT PRACTICES NOTES: 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS. NATURAL DRAINAGE COURSES, OR WIND. 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED OFF SITE BY FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF OR RECYCLED. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE OR EQUIPMENT TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAYS. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 0 8' 16' LEGEND DOWNSPOUT LOCATION. NDS 4" AREA DRAIN (OR EQUAL). INVERT ELEV. PER PLANS. NDS 12" SQ. CATCH BASIN (OR EQUAL) WITH FLOGARD FILTER INSERT. INVERT ELEV. PER PLANS. (E) APPROXIMATE ELEVATION. 3" SCH. 40 (OR SDR 35) PVC DRAIN PIPE, 1% MIN SLOPE FOR GRAVITY LINES. 71.45 FG PROPOSED ELEVATION. PERMEABLE LANDSCAPE AREA. CONCRETE/HARDSCAPE AREA. DIRECTION OF DRAINAGE CONCENTRATED PIPE FLOW. DIRECTION OF ROOF GUTTER AND SHEET FLOW. 2" SCH. 80 PRESSURIZED PVC SUMP DISCHARGE PIPE. NDS 4" ATRIUM GRATE (OR EQUAL). INVERT ELEV. PER PLANS. PROPERTY LINE SETBACK LINE NDS TRENCH DRAIN (OR EQUAL). INV ELEV. PER PLANS. SIDEYARD SWALE ROOF OUTLINE 4" PERFORATED SCH.40 (OR SDR) DRAIN PIPE, WRAPPED IN FILTER FABRIC. 0.5% MIN. SLOPE 4" WEEP HOLE. SEE PLAN VIEW FOR DETAILS. NDS 18" SQ. CATCH BASIN (OR EQUAL) WITH FLOGARD FILTER INSERT. INVERT ELEV. PER PLANS. 3" SCH. 80 CAST IRON PIPE, 2% MIN SLOPE IN PUBLIC RIGHT-OF-WAY.
UP
DN
UP DN TRASH PARKING 34 STALLS 16 STALLS RAMP UP RAMP DOWN 18'-0" 26'-0" 18'-0" 18'-0"
YACHT CLUB WAY LOADING AISLE MECH ROOM 50 TOTAL STALLS STORAGE STORAGE EXISTING BUILDING TO REMAIN 7'-0"
SETBACK
5'-0"
SETBACK UNEXCAVATED AREA EASEMENT ELEV STAIR ELEV STAIR LOADING ELEV 1% 1% 1% 1% 1% 1% 1% 1% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 8.36 FS 2% 2% 8.34 TG 7.84 INV. 8.36 FS 8.34 TG 7.84 INV. 7.51 INV. 7.30 INV. 7.02 INV. 8.63 INV. 8.26 INV. 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.70 FS 8.36 FS 8.36 FS 8.36 FS 8.36 FS 8.36 FS 8.36 FS 8.36 FS 8.50 FS 8.48 TG 7.98 INV. 8.70 FS 8.68 TG 8.10 INV. 8.34 TG 7.49 INV. 8.34 TG 7.21 INV. 8.34 TG 7.84 INV. 8.34 TG 7.84 INV. 8.34 TG 7.84 INV. 8.34 TG 6.82 INV. 8.34 TG 8.44 INV. 1% 8.02 INV. 8.70 FS 8.70 FS 8.70 FS 8.50 FS 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1%1% 1% 1% 1% 1% 1% 1%1% 1% 1% DN
DN
7'-0" SETBACK
5'-0"
SETBACK UNIT OPEN TO UNIT BELOW MEZZANINE PRIVATE ROOF DECK PRIVATE ROOF DECK OPEN TO BELOW OPEN TO BELOW STAIR ROOF ROOF MECHANICAL EQUIPMENT ELEV ELEV UNIT UNIT UNIT STAIR OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW MECHANICAL EQUIPMENT (E) BUILDING POOL & DECK BELOWBALCONY BELOW FUTURE PV PANEL LOCATION BALCONY BELOW BALCONY BELOW 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.02 FS 90.00 TG 89.50 INV. 78.00 FS 77.98 TG 77.48 INV. 89.02 FS 89.00 TG 88.50 INV. 90.00 TG 89.50 INV. 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 90.20 FS 78.70 FS 78.56 FS 78.70 FS 78.70 FS 78.60 FS 78.00 FS 77.98 TG 77.48 INV. 90.02 FS 90.00 TG 89.50 INV. 90.12 FS 90.10 TG 89.50 INV. 78.20 FS 78.00 FS 78.20 FS 78.00 FS 78.20 FS 78.00 FS 90.02 FS 90.12 FS 90.10 TG 89.50 INV. 90.12 FS 90.10 TG 89.50 INV. 90.12 FS 90.10 TG 89.50 INV. 90.12 FS 90.10 TG 89.50 INV. 90.20 FS 90.12 FS 90.10 TG 89.50 INV. 89.50 FS 90.20 FS 90.20 FS 90.02 FS 90.00 TG 89.50 INV.
C-2.0 BASEMENT & ROOF PLANS SCOPE OF WORK: GRADING & DRAINAGE PLAN FOR PROPOSED RESIDENTIAL DEVELOPMENT. FLOOD ZONE: "X" SHEET TITLE: PROJECT/LOCATION: SHEET: PRINT DATE: PROJ. NO: 22327 R0 LEGAL DESCRIPTION: B.A. SIMS ENGINEERING, INC 1341 ORIZABA AVENUE LONG BEACH, CA 90804 (562) 735-4955 WWW.BASIMS.COM 1021 HARBOR DR, REDONDO BEACH, CA 90027 LOT XX BLOCK XX TRACT NO. XX M.B. XX APN 7503-013-016 EXP: 6/30/22 11/03/2022 11/03/2022 REFER TO SHEET C-1.0 FOR IMPORTANT NOTES REFER TO SHEET C-2.0 FOR SITE LEVEL DRAINAGE LAYOUT SCALE: NONE VICINITY MAP N ROOF PLAN SCALE: 1" = 8'-0" N SUMP STRUCTURE NOTES (PER CITY REQUIREMENTS): x SUMP SHALL BE 36"X36"X36". x SUMP SHALL HAVE GRATED, TRAFFIC-RATED COVER. x SUMP SHALL BE CONSTRUCTED WITH CONCRETE, CLASS 560-C-3250. x SUMP SHALL BE CONSTRUCTED OF SIX (6) INCH THICK, REINFORCED WALLS & FLOOR. x SUMP FLOOR SHALL CONTAIN FOUR (4) HOLES, ONE (1) INCH IN DIAMETER, FOR THE PURPOSE OF DRAINING NUISANCE WATER. x SUMP FLOOR SHALL REST ON ONE (1) FOOT THICK AGGREGATE MATERIAL DESIGNED TO PROPERLY DRAIN NUISANCE WATER, TO THE SATISFACTION OF THE CITY ENGINEER, x SUMP BASIN WALLS AND FLOOR SHALL HAVE MINIMUM REINFORCEMENT OF GRADE 60 NO. 4 BONDED REBARS AT TWELVE (12) INCHES ON CENTER EACH WAY LEGEND DOWNSPOUT LOCATION. NDS 4" AREA DRAIN (OR EQUAL). INVERT ELEV. PER PLANS. NDS 12" SQ. CATCH BASIN (OR EQUAL) WITH FLOGARD FILTER INSERT. INVERT ELEV. PER PLANS. (E) APPROXIMATE ELEVATION. 3" SCH. 40 (OR SDR 35) PVC DRAIN PIPE, 1% MIN SLOPE FOR GRAVITY LINES. 71.45 FG PROPOSED ELEVATION. PERMEABLE LANDSCAPE AREA. CONCRETE/HARDSCAPE AREA. DIRECTION OF DRAINAGE CONCENTRATED PIPE FLOW. DIRECTION OF ROOF GUTTER AND SHEET FLOW. 2" SCH. 80 PRESSURIZED PVC SUMP DISCHARGE PIPE. NDS 4" ATRIUM GRATE (OR EQUAL). INVERT ELEV. PER PLANS. PROPERTY LINE SETBACK LINE NDS TRENCH DRAIN (OR EQUAL). INV ELEV. PER PLANS. SIDEYARD SWALE ROOF OUTLINE 4" PERFORATED SCH.40 (OR SDR) DRAIN PIPE, WRAPPED IN FILTER FABRIC. 0.5% MIN. SLOPE 4" WEEP HOLE. SEE PLAN VIEW FOR DETAILS. NDS 18" SQ. CATCH BASIN (OR EQUAL) WITH FLOGARD FILTER INSERT. INVERT ELEV. PER PLANS. 3" SCH. 80 CAST IRON PIPE, 2% MIN SLOPE IN PUBLIC RIGHT-OF-WAY. CONSTRUCTION NOTES: EXISTING TO REMAIN, CONTRACTOR TO PROTECT IN PLACE. PROPOSED BUILDING OUTLINE, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. PROPOSED ADU OUTLINE, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. OUTLINE OF ROOF / DECK ABOVE. BASEMENT OUTLINE. PROVIDE 2% MIN. SLOPE AWAY FROM BUILDING FOR CONCRETE PAVEMENT ADJACENT TO BUILDING. PROVIDE 5% MIN. SLOPE AWAY FROM BUILDING FOR LANDSCAPE AREA ADJACENT TO BUILDING. EXISTING DRIVEWAY APRON WIDENED PER ARCHITECTURAL PLANS. EXISTING 8" VCP SEWER PER AVAILABLE CITY SANITARY SEWER SYSTEM MAP. (APPROX. SL =3.3%) EXISTING SHARED SEWER LATERAL PER AVAILABLE CITY SANITARY SEWER SYSTEM MAP. PROPOSED SEWER LATERAL. NEW SEWER LATERAL SHALL BE CONNECTED TO MAIN SEWER LINE WITHIN FRONTAGE OF PROPERTY. SEWER LATERAL SHALL BE PERPENDICULAR TO MAIN SEWER LINE. MINIMUM SEWER LATERAL DIAMETER SHALL BE 4". NO CONNECTION TO EXISTING SEWER IS ALLOWED UNLESS THE EXISTING SEWER MEETS THE CURRENT CODE REQUIREMENTS AND THE APPROVAL OF THE BUILDING DIVISION. QUALITY / QUANTITY OF SEWAGE CONSTITUENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE WASTEWATER ORDINANCE OF THE SANITATION DISTRICTS OF LOS ANGELES COUNTY. PROVIDE NEW 6" SEWER CLEAN-OUT IMMEDIATELY BEHIND SIDEWALK. ENCASE CLEAN-OUT IN CONCRETE BOX MARKED "S" OR "SEWER". EXISTING WATER METER, CONTRACTOR TO PROTECT IN PLACE EXISTING WATER LATERAL, CONTRACTOR TO VERIFY IN FIELD. CAP EXISTING SHARED SEWER LATERAL. CONTRACTOR TO VERIFY IN FIELD. SYSTEM. 12345679 1011121314 BASEMENT PLAN SCALE: 1" = 8'-0" N LANDSCAPE LANDSCAPE 18.20 FS
DN VALET PICK-UP
YACHT CLUB WAY
7'-0"
SETBACK 5'-0" SETBACK
5'-0"
SETBACK CC-4 ZONE
CENTERLINE OF STREET RAMP DOWN VEHICULAR ACCESS 30'-0" 22'-6" 15'-0" GARAGE EXIT 256'-2" 324'-7" 117'-8" EXISTING PARKING EASEMENT HOPKINS WAY LOADING RAMP UP AISLE EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN RETAIL RESIDENTIAL ENTRANCE ENTRY PLAZA COURTYARD RESIDENTIAL AMENITY UNIT RESIDENTIAL LOBBY MAIL OFFICE GENERAL RETAIL SALES CORRIDOR ELEV STAIR ELEV LOADING ELEV OUTDOOR SEATING AREA STAIR EXISTING PARKING ELECTRIC VAULT 50¶ WIDE PUBLIC STREET EASEMENT PER I.N. 2101 RECORDED 11/18/1953 IN BK. 43188. PG 230, O.R. & EASEMENT PER I.N. 97-17822498. O.R. 30'-0" 50'-0" RIGHT-OF-WAY PER RECORD OF SURVEY RECORDED IN BOOK 180.PAGE 60 OF RECORD OF SURVEYS ¶ RELOCATE EXISTING CURB 8 ¶ TO THE
/ UNLOADING ZONE
WEST AND YELLOW STRIPPED LOADING RE-USE EXISTING CURB CUT GATE GATE 2% 2% 2% 2% SINGLE FAMILY RESIDENCE ROOF FF: 90.20 6TH FLR FF: 78.70 5TH FLR FF: 67.20 4TH FLR FF: 55.70 3RD FLR FF: 44.20 2ND FLR FF: 32.70 1ST FLR FF: 18.70 P1 BASEMENT FF: 8.70 PAD FF: 8.03 8" PAD:MIN. 5" SLAB THICKNESS 10 MIL VAPOR BARRIER 2" OF CLEAN SAND xxx.xx FS xxx.xx TG xxx.xx INV. 78.80 FS xxx.xx INV. 2% 2%2% 1% 1% 1% 1% 1% 1% 1% 1% 1% 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 2%2% (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS 25.78 FS 18.20 FS 78.80 FS 78.80 FS 18.20 FS 18.20 FS 2%2% 1%1%1%1% 1% 1% 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 1% 18.20 FS RESERVOIR COURSE 34" WASHED GRAVEL LAYER CHOKER: 14" - 12" WASHED P-GRAVEL TOP SOIL / PLANTING MIX 2% TYP. .005 MIN COMPACTED BASE PER PROJECT PLAN REINFORCED CMU BLOCK OR PRE-CAST CONCRETE WITH WATERPROOF MEMBRANE THROUGHOUT UNIFORM MIX OF SAND AND ORGANIC MATERIAL (EX: COMPOST); MIN. INFILTRATION RATE OF 5 INCHES PER HOUR. (DO NOT COMPACT) NON-WOVEN GEOTEXTILE MEMBRANE (OPTIONAL) DOWNSPOUT COBBLE OR SPLASHBLOCK OVERFLOW DRAIN: 6" DIA. PVC PIPE WITH ATRIUM GRATE INLET AT 12" ABOVE FINISH GRADE DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING & LABDS REQUIREMENTS LONGITUDINAL 4" DIA. PERFORATED PVC PIPE WRAPPED IN NON-WOVEN GEOTEXTILE MEMBRANE. PLACED OVER 1" GRAVEL LAYER 9" MIN. 3" MIN.24" MIN. 3" MIN. FREEBOARD 4'-3" MIN. 12" MIN. PONDING (3" MULCH LAYER WITHIN) 4"-8" TYP. 2'-0" MIN. NOTES: 1. AT LEAST 15 INCHES SHALL BE PROVIDED BETWEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER 2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED SURFACES. 3. TOP SOIL/PLANTING MIX IS AT LEAST 24" DEEP. 4. TOP SOIL CONTAINS NO MORE THAN 30% COMPOST. 5. MINIMUM GRAVEL LAYER SHALL BE 12" DEEP. 6. DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING AND SAFETY REQUIREMENTS. 7. PLANTING IS REQUIRED. CONSULT LANDSCAPE ARCHITECT FOR SPECIFIC PLANT TYPES.
C-3.0 GRADING PLAN SCOPE OF WORK: GRADING & DRAINAGE PLAN FOR PROPOSED RESIDENTIAL DEVELOPMENT. FLOOD ZONE: "X" SHEET TITLE: PROJECT/LOCATION: SHEET: PRINT DATE: PROJ. NO: 22327 R0 LEGAL DESCRIPTION: B.A. SIMS ENGINEERING, INC 1341 ORIZABA AVENUE LONG BEACH, CA 90804 (562) 735-4955 WWW.BASIMS.COM 1021 HARBOR DR, REDONDO BEACH, CA 90027 LOT XX BLOCK XX TRACT NO. XX M.B. XX APN 7503-013-016 EXP: 6/30/22 11/03/2022 11/03/2022 REFER TO SHEET C-1.0 FOR IMPORTANT NOTES REFER TO SHEET C-2.0 FOR SITE LEVEL DRAINAGE LAYOUT ROUGH GRADING CALCULATIONS ESTIMATED CUT / FILL QUANTITIES: FILL AREA: + X CY (FILL) CUT AREA: - X CY (CUT) NET: - X CY (CUT / IMPORT) CONTRACTOR'S NOTE: THE EARTHWORK QUANTITIES ARE PROVIDED AS A COURTESY AND CONVENIENCE TO THE OWNER(S), AND ARE FOR BONDING AND PLAN CHECK PURPOSES ONLY. THE YARDAGE FIGURES SHOWN ARE APPROXIMATE CALCULATED QUANTITIES BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND ELEVATIONS AND DESIGNED ROUGH GRADE ELEVATIONS. THE CALCULATIONS MAKE NO PROVISIONS FOR STRIPPING, SHRINKAGE, BULKING OR ANY OTHER CONDITION NOT IMPLIED. FOR THIS REASON, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSULT THE PROJECT SOILS ENGINEER AND GEOLOGIC INVESTIGATIONS, AND TO DETERMINE THEMSELVES, THE QUANTITIES OF EARTH MOVING THAT WILL BE REQUIRED TO COMPLETE THE PROJECT. GRADING PLAN SCALE: 1" = 16'-0" N 345613 CONSTRUCTION NOTES: EXISTING TO REMAIN, CONTRACTOR TO PROTECT IN PLACE. PROPOSED BUILDING OUTLINE, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. PROPOSED ADU OUTLINE, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. OUTLINE OF ROOF / DECK ABOVE. BASEMENT OUTLINE. PROVIDE 2% MIN. SLOPE AWAY FROM BUILDING FOR CONCRETE PAVEMENT ADJACENT TO BUILDING. PROVIDE 5% MIN. SLOPE AWAY FROM BUILDING FOR LANDSCAPE AREA ADJACENT TO BUILDING. EXISTING DRIVEWAY APRON WIDENED PER ARCHITECTURAL PLANS. EXISTING 8" VCP SEWER PER AVAILABLE CITY SANITARY SEWER SYSTEM MAP. (APPROX. SL =3.3%) EXISTING SHARED SEWER LATERAL PER AVAILABLE CITY SANITARY SEWER SYSTEM MAP. PROPOSED SEWER LATERAL. NEW SEWER LATERAL SHALL BE CONNECTED TO MAIN SEWER LINE WITHIN FRONTAGE OF PROPERTY. SEWER LATERAL SHALL BE PERPENDICULAR TO MAIN SEWER LINE. MINIMUM SEWER LATERAL DIAMETER SHALL BE 4". NO CONNECTION TO EXISTING SEWER IS ALLOWED UNLESS THE EXISTING SEWER MEETS THE CURRENT CODE REQUIREMENTS AND THE APPROVAL OF THE BUILDING DIVISION. QUALITY / QUANTITY OF SEWAGE CONSTITUENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE WASTEWATER ORDINANCE OF THE SANITATION DISTRICTS OF LOS ANGELES COUNTY. PROVIDE NEW 6" SEWER CLEAN-OUT IMMEDIATELY BEHIND SIDEWALK. ENCASE CLEAN-OUT IN CONCRETE BOX MARKED "S" OR "SEWER". EXISTING WATER METER, CONTRACTOR TO PROTECT IN PLACE EXISTING WATER LATERAL, CONTRACTOR TO VERIFY IN FIELD. CAP EXISTING SHARED SEWER LATERAL. CONTRACTOR TO VERIFY IN FIELD. 232425 2728263233 1 TYPICAL LID PLANTER BOX SECTION 'F' SCALE: NONE F *VOLUMES TO BE PROVIDED ONCE TOPO SURVEY COMPLETED.
LANDSCAPE LANDSCAPE 18.20 FS
DN VALET PICK-UP
YACHT CLUB WAY
7'-0"
SETBACK 5'-0" SETBACK
5'-0"
SETBACK
CENTERLINE OF STREET RAMP DOWN VEHICULAR ACCESS 30'-0" 22'-6" 15'-0" GARAGE EXIT 256'-2" 324'-7" 131'-11"
117'-8" EASEMENT LOADING RAMP UP AISLE EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN RETAIL RESIDENTIAL ENTRANCE ENTRY PLAZA COURTYARD RESIDENTIAL AMENITY UNIT RESIDENTIAL LOBBY MAIL OFFICE GENERAL RETAIL SALES CORRIDOR ELEV STAIR ELEV LOADING ELEV OUTDOOR SEATING AREA STAIR ELECTRIC VAULT 50¶ WIDE PUBLIC STREET EASEMENT PER I.N. 2101 RECORDED 11/18/1953 IN BK. 43188. PG 230, O.R. & EASEMENT PER I.N. 97-17822498. O.R. 30'-0" 50'-0" RIGHT-OF-WAY PER RECORD OF SURVEY RECORDED IN BOOK 180.PAGE 60 OF RECORD OF SURVEYS ¶ RELOCATE EXISTING CURB 8 ¶ TO THE
/ UNLOADING ZONE
WEST AND YELLOW STRIPPED LOADING RE-USE EXISTING CURB CUT GATE GATE 2% 2% 2% 2% SINGLE FAMILY RESIDENCE ROOF FF: 90.20 6TH FLR FF: 78.70 5TH FLR FF: 67.20 4TH FLR FF: 55.70 3RD FLR FF: 44.20 2ND FLR FF: 32.70 1ST FLR FF: 18.70 P1 BASEMENT FF: 8.70 PAD FF: 8.03 8" PAD:MIN. 5" SLAB THICKNESS 10 MIL VAPOR BARRIER 2" OF CLEAN SAND xxx.xx FS xxx.xx TG xxx.xx INV. 78.80 FS xxx.xx INV. 2% 2%2% 1% 1% 1% 1% 1% 1% 1% 1% 1% 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 2%2% (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS (N) PERVIOUS PAVERS 25.78 FS 18.20 FS 78.80 FS 78.80 FS 18.20 FS 18.20 FS 2%2% 1%1%1%1% 1% 1% 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 18.20 FS 1% 18.20 FS EROSION CONTROL PLAN SCALE: 1/16" = 1'-0" EROSION CONTROL (&²6&+('8/,1* (&²35(6(59$7,212)(;,67,1*9(*(7$7,21 (&²+<'5$8/,&08/&+ (&²+<'526((',1* (&²62,/%,1'(56 (&²675$:08/&+ (&²*(27(;7,/(6 0$76 (&²:22'08/&+,1* (& ²($57+',.(6$1''5$,1$*(6:$/(6 (&²9(/2&,7<',66,3$7,21'(9,&(6 (&²6/23('5$,16 (&²675($0%$1.67$%,/,=$7,21 (&²5(6(59(' (&²&203267%/$1.(76 (&²62,/35(3$5$7,21?528*+(1,1* (&²1219(*(7$7('67$%,/,=$7,21 TEMPORARY SEDIMENT CONTROL 6(²6,/7)(1&( 6(²6(',0(17%$6,1 6(²6(',0(1775$3 6(²&+(&.'$0 6(²),%(552//6 6(²*5$9(/%$*%(50 6(²675((76:((3,1*$1'9$&880,1* 6(²6$1'%$*%$55,(5 6( ²675$:%$/(%$55,(5 6(²67250'5$,1,1/(73527(&7,21 6(²$&7,9(75($70(176<67(06 6(²7(0325$5<6,/7',.( 6(²&20326762&.6 %(506 6(²%,2),/7(5%$*6 WIND EROSION CONTROL :(²:,1'(526,21&21752/ EQUIPMENT TRACKING CONTROL 7&²67$%,/,=('&216758&7,21(175$1&((;,7 7&²67$%,/,=('&216758&7,2152$':$< 7&²(175$1&(287/(77,5(:$6+ NON-STORMWATER MANAGEMENT 16²:$7(5&216(59$7,2135$&7,&(6 16²'(:$7(5,1*23(5$7,216 16²3$9,1*$1'*5,1',1*23(5$7,216 16²7(0325$5<675($0&5266,1* 16²&/($5:$7(5',9(56,21 16²,//,&,7&211(&7,21',6&+$5*( 16²327$%/(:$7(5,55,*$7,21 16²9(+,&/($1'(48,30(17&/($1,1* 16 ²9(+,&/($1'(48,30(17)8(/,1* 16²9(+,&/($1'(48,30(170$,17(1$1&( 16²3,/('5,9,1*23(5$7,216 16²&21&5(7(&85,1* 16²&21&5(7(),1,6+,1* 16²0$7(5,$/$1'(48,30(1786( 16²'(02/,7,21$'-$&(1772:$7(5 16²7(0325$5<%$7&+3/$176 WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL :0²0$7(5,$/'(/,9(5<$1'6725$*( :0²0$7(5,$/86( :0²672&.3,/(0$1$*(0(17 :0²63,//35(9(17,21$1'&21752/ :0²62/,':$67(0$1$*(0(17 :0²+$=$5'286:$67(0$1$*(0(17 :0²&217$0,1$7,2162,/0$1$*(0(17 :0²&21&5(7(:$67(0$1$*(0(17 :0 ²6$1,7$5<6(37,&:$67(0$1$*(0(17 :0²/,48,':$67(0$1$*(0(17 THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE CASQA CONSTRUCTION BMP ONLINE HANDBOOK OR CALTRANS STORMWATER QUALITY HANDBOOKS (CONSTRUCTION SITE BMP MANUAL), MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR THE BUILDING OFFICIAL) STABILIZE CONSTRUCTION ENTRANCE PER TC-1, TC-2, AND TC-3. CONTRACTOR TO MAINTAIN SITE AND ENTRANCE FREE OF TRASH, DEBRIS, AND EXCESS SEDIMENT ON A DAILY BASIS. PLACE GRAVEL OR SANDBAG BARRIER AS SHOWN FOR EROSION & SEDIMENT CONTROL (SE-6 or SE-8 RESPECTIVELY). PLACE 3 HIGH GRAVEL BAG INLET/OUTLET SEDIMENT PROTECTION PER SE-10. MATERIALS HANDLING AND STORAGE AREA PER WM-1, WM-2, AND WM-3. WASTE MANAGEMENT PER WM-5, WM-6, WM-7, WM-8, AND WM-9. CONSTRUCT SEDIMENT TRAP PER SE-3. ADDITIONAL NOTES: 1. AVOID GRADING/CONSTRUCTION ACTIVITIES AT TIMES OF EXPECTED PRECIPITATION (EC-1). 2. ABOVE REFERENCED BMP DETAILS AVAILABLE ON-LINE AT WWW.CABMPHANDBOOKS.COM (SEE CONSTRUCTION LINK). EROSION CONTROL BARRIER TYPICAL DETAIL '1' SCALE: NONE INLET PROTECTION TYPICAL DETAIL '2' SCALE: NONE CONSTRUCTION ENTRANCE TYPICAL DETAIL '3' SCALE: NONE SEE TC-1, TC-2 AND TC-3 IN CALTRANS BMP FIELD MANUAL FOR ADDITIONAL INFORMATION ON CONSTRUCTION ENTRANCE. EROSION CONTROL NOTES: SANDBAG OR GRAVEL BAG, STACKED 3-HIGH. OVERLAP AS SHOWN ON DETAIL '1'. INLET PIPE OR GRATE, TYP. SANDBAG OR GRAVEL BAG, STACKED 3-HIGH. OVERLAP AS SHOWN. REFER TO SHEET C-1.0 FOR IMPORTANT NOTES 123456 BEST MANAGEMENT PRACTICES (BMP) NOTES 1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT SITE AT ALL TIMES. 2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 9. AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, I HAVE READ AND UNDERSTAND THE REQUIREMENTS LISTED ABOVE, NECESSARY TO CONTROL STORM WATER POLLUTION FROM SEDIMENTS, EROSION, AND CONSTRUCTION MATERIALS, AND I CERTIFY THAT I WILL COMPLY WITH THESE REQUIREMENTS. PRINT NAME: ______________________________________________ DATE: ____________________ (OWNER OR AUTHORIZED AGENT OF THE OWNER) SIGNATURE: _______________________________________________ DATE: ___________________ (OWNER OR AUTHORIZED AGENT OF THE OWNER) FLOOD ZONE: "X" SHEET TITLE: PROJECT/LOCATION: SHEET: PRINT DATE: PROJ. NO: 22327 R0 LEGAL DESCRIPTION: B.A. SIMS ENGINEERING, INC 1341 ORIZABA AVENUE LONG BEACH, CA 90804 (562) 735-4955 WWW.BASIMS.COM 1021 HARBOR DR, REDONDO BEACH, CA 90027 LOT XX BLOCK XX TRACT NO. XX M.B. XX APN 7503-013-016 EXP: 6/30/22 11/03/2022 11/03/2022 EROSION CONTROL PLAN (SITE LEVEL) SCOPE OF WORK: EROSION CONTROL PLAN FOR PROPOSED RESIDENTIAL DEVELOPMENT. N 13 4'-3" 5'-11" 3 54 C-3.0 3 3 3 3 33 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3