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2013-11698 G (Plans)E I FE 0 0 A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE, 125 4TH STREET IN ENCINITAS, CA" PREPARED BY SOUTHERN CALOFORNA SOIL AND TESTING , INC, DATED MAY 21 2013, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACTOR AND PERMITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATE SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT No.11698 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. B. N071FICA710NS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWER - ENCINITAS SANITATION DISTRICT - (760) 633 -2840 B. GAS & ELECTRIC - (SDG &E) (800) 422 -4133 C. WATER - (SAN DIEGUITO WATER DISTRICT) (760) 633 -2709 D. TELEPHONE - (ATT) (800) 222 -0300 E. CABLE TV - (DIMENSION CABLE) (800) 422 -4133 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. C. GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETON OF GRADING OPERATIONS, HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISH WORK ON SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. mm�w. TOIL. FRSB 1- 8-8 00422 -41; REVISIONS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE HOILES AT PHONE No. (760) 840 -7090 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. E. HYDRO -SEED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONiAL TO VERTICAL) OR STEEPER WHEN THEY ARE. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER b. 20 LBS. PER ACRE OF ZORRO FESCUE c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 112 LB. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15% ULPHUR APPLIED AT THE RATE OF 500 LBS. 16 -20 -0, WITH 15 PER ACRE. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY.• A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6.1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a" ABOVE B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. PLANNING AND BUILDING DEPARTMENT I SAN DIEGUITO WATER DISTRICT 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOF SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. J. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE STRUC71ON IS NOT IMMEDIATELY PLANNED'FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. Z WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE 1. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TPAWINQ CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTIOA MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL LQ AT (760) 436 -4151. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 9Y THE CITY ENGINEER. 1. THIS SET OF PLANS 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS. 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS. 4. THE SDW STANDARDS AND SPECIFICATIONS FOR WATER. 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25, 2003. NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS OTHERWISE NOTEOA.� ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY OPAVERS WITH OPEN JOINTS EXP. DATE: 9130114 ., 7LLI z °cl: SAN DIEGUITO WATER DISTRICT NO 480 SF Q2 VEGETATED SWALE DET 2 / SHT 2 SAN DIEGO, CA 92120 SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 135 LF Q3 TRENCH DRAIN DET 1 / SHT 2 I t ' LF STATEMENT OF ENGINEER OF WORK ® 3/4 " -1" WATER METE _ ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND W PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER 1 EA 5 RIP RAP ENERGY DET 1 /SHT 3 ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW 0.3 CY (15 LANDSCAPE WALL _ ITN LF 7 CURB & GUTTER SDRSD G -4, TYPE "B" THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE 50 LF CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM 8 6" CONCRETE DRIVEWAY 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR a 80 SF 9 CORE AT CONCRETE CURB PER SDRSD-27 1 EA i 12 "x12° AREA DRAIN NOS BOX OR EQUIV. CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ENGINEERING DESIGN GROUP 2 EA 1 4" SO PIPE SDR 35 - - - - 85 LF 1 4, AC PAVING OVER � -- Exp. 09/30/2013 EXPORT 0 CY AVG. DEPTH OF FILL: 0.6 FT (3 FT 0 R & R) BY. 65 R.C.E. N0. : 651 2 850 SF D A T E : 9' .: s, BID PERMANENT BMP AREA DET 2 /SHT 3 RECOMPAC71ON Exp, DATE; 913012013 90 SF 14 TURF PAVERS PER MANUFACTURER SPECS 160 SF DVLIAY CONSTR. RIVEW DET Et /SHT.4 ® 80 SF ® GRAVEL BAGS SC- 6 1SC -8, E2 1SHT 4 1 25 EA PROJECT OWNER: SURFSIDE PROJECTS MY HOUSE LLC 830 HERMES AVENUE ENCINITAS, CA 92024 CONTACT' CELL PH. STEVE HOILES. (760) 840 -7090 PROJECT A.P.N. 258- 022 -03 PROJECT ADDRESS: 125 4TH STREET ENCINITAS, CA 92024 PROJECT SOILS SOUTHERN CALIFORNIA SOIL & TESTING, INC. ENGINEER: 6280 RIVERDALE STREET SAN DIEGO, CA 92120 PHONE (619) 280 -4321 PROJECT CIVIL ENGINEERING DESIGN GROUP ENGINEER: 2121 MONTIEL ROAD SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX SOILS ENGINEER'S CERTIFICATE GARRETT B. FOUNTAIN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN TULS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES To-13 AND,Sll -\- l ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: GARRETT B. FOUNTAIN+ GE NO.: 2752 NOTE. QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CO1 MWAkf - QUANTITIES FOR BIDDING PURPOSES ONLY.a�v EXP. DATE: 9130114 ., 7LLI z °cl: SAN DIEGUITO WATER DISTRICT NO SOUTHERN CALIFORNIA SOIL & TESTING INC. 6280 RIVERDALE STREET 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SAN DIEGO, CA 92120 SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). PHONE: (619) 280 -4321 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS PROV TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. STATEMENT OF ENGINEER OF WORK 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF STANDARDS AT THE OWNER'S EXPENSE. RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM GAS AND ELECTRIC VAULTS. PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS, 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THE NO -LEAD BRASS BE USED IN THE EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER. CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH ERIN RIST CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ENGINEERING DESIGN GROUP 2121 MON71EL ROAD E� PROFESS /ONq E. R�S)Fyc� EARTHWORK 2360 SF TOTAL SAN MARCOS, CA 92069 2360 SF HOUSE &GARAGE (760) 839 -7302 CUT 30 CY IMPERVIOUS SURFACE. 80 SF DRIVEWAY No. 65122 A FILL 30 CY AREA OF GRADING: 5000 SF � -- Exp. 09/30/2013 EXPORT 0 CY AVG. DEPTH OF FILL: 0.6 FT (3 FT 0 R & R) BY. 65 R.C.E. N0. : 651 2 IMPORT 0 CY AVG. DEPTH OF CUT. 1.4 FT (3 FT 0 R & R) D A T E : 9' .: s, REMOVAL & 370 CY qr C i v i a`' e OF CA`OO RECOMPAC71ON Exp, DATE; 913012013 LOT 13 IN BLOCK 25 OF PITCHER'S SUBDIVISION OF ENCINITAS, IN THE CITY OF ENCINITAS, COUTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCODING TO MAP THEREOF NO. 187, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 4, 1887. AS -BUILT I ENCINITAS FIRE DEPARTMENT I PUBLIC WORKS DEPARTMENT I PARKS AND RECREATION REVIEWED BY: REV! WD BY: REVIEWED BY: Lm� �14�PD 261 09/30/13 4-2 -ty �c ERIN E. RI T EXP. DATE: DATE: I DATE: DATE: DATE: RCE: 65122 SIGNATURE EXPIRES 2 YEARS AFTER DATE APPROVED DATE ,. REMARKS I DATE I BENCH MARK SCALE PER RECORD OF SURVEY MAP NO. 18416, 2.5" BRASS DISC IN WELL MONUMENT AT INTERSECTION S. EL PORTAL & LA MESA ELEV. 60.60 A/AYD DATUM: NGV@88 VERTICAL NOTED HORIZONTAI NOTED REVIEWED BY: DATE: REVIEWED P NS PREPARED UNDER SUPERVISION OF 414 9/30/2013 u 9 tet ERIN RIST EXP. DATE: DATE: RCE: 65122 .,"'•"", VICINITY MAP L3 NOT TO SCALE THOMAS GUIDE. 1147 D6 DATE: � REECOM BY: � � `" / DATE: 101 I (/ 13 OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF E COMPACTION AND STABILITY OF THE SI . i ® /t3 SURFSIDE PROJECTS MY HOUSE LLC 830 HERMES AVENUE ENCINITAS, CA 92024 Q m JQ^� wUm� 00m U �Q�v N �vx N� SHEET INDEX BMP Project Status: SHT NO. DESCRIP77ON STANDARD z CL CL 1 TITLE SHEET & NOTES 0 2 GRADING PLAN 3 SECTIONS AND DETAILS 4 EROSION CONTROL PLAN LU CD 7LLI z Z APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (� PROV GENERAL NOTES 125 4TH STREET Z LU W O ENCINITAS, CA 92024 11698 -G i79 GLENN EE PRUIM C 52174 ENTNTORING/ PUBLIC WORKS WORK PROJECT NO.13 -072 CDP DATE: o APN: 258 - 022 -03 -00 SHEET 1 of 4` (E) RETAINING WALL I Ili/ k. 11 (� 4- DIA SDR -35 DRAIN I TCm53.4.. °PIPE ®1.5X MIN FLOW BC =52.9 9 1 ,, �s s IE =52.85 W a t z FG =56,' / $ !E=55. 7 i3 ..................__........ S_ APPROX. LOCATION & I,E. OF iE (E) SEWER CLE414OUT l TO BE CONFIRMED BY A SEE 'EC (E°) KING CONTRACTOR BY POTHOLING S E TO REMAIN I PRIOR FO CONSTRUCTION E) CONCREM, . n - 8 40.0 b v FS =5335 TO BE PORTION OF (E) CONCRETE LANDING BETWEEN THE SIDEWALK 5 ry a 5 •.6 I AND CURB TO BE REMOVED AND ° !.. _........° iO REPLACED TO MATCH SIMILAR s t 8 HARDSCAPE ON 4TH STREET. I WTI.' 1 � ut La o, FEATHER TO MATCH 1 E WATER METER SEE (E) AMY iyb I 06 tw lsbt) l l l i 111717 ill l I 4MTF1k'AT ql l l l l l l (N) SITE LANDSCAPE WALL ( <3' { _TPEE 55 577 .5 1 4P ! 1 G OI' f. 'T�",� � =5.9 oo BE 4, _ I X A 4 TG _ 55.4 IV 1 -W a i. ©TW =56.7 10 FG= 55.1 25.0 B ' '- 100.15, 1.1., . (E) AC J14NG TO BE W =54.7 IE =53.3 N83'16'32"E MIN, AC FAVING OVER 6» - E ... 5• .,�:, � . GLASSIII BASE Fi 1 I \ 2% _.......,., i -5 MIN '`E) GARAGE 4 ';I FL =55.11 n, _ _ FS =55" TO BE IWQI E, 1 ® I 1 1 i 1 .11 _ ~� _ _ z - i � ,/ ; ° _ . i� -55.6 C a ° I I t 1 ON 0 <1 t � r4 3 1 'rs I i l FG= 55.8 A RAGE 3 4 a. v i� 1 1. ♦ .6 O' . . ? f FG =56.0 FF =57.7 i 2X FP_56.7 4.5 t 11 I.. 1 WAV 4. a I bl t t MIN u = 6.1 if 6.0 cn i I .1 F RESIDENCE I / -� �) 1 _,_ w. _.��. TG =57.5 -56.3 T BE REMOVED fG g. IE =56.5 11 Z 1 C, } , t g �+ 1 � � s-,� F 6• � 'v .,/ ,/ �� FS =57.6 PROPOSED TWO -STORY RESIDENCE / 1 I (J. e m RIDGE ;�'v, ..M � 1ST FLOOR FF =56.4 _GIr f fD 1 I�1 ° s. / I `�T �' �D FP5� �E APN A 258- 022 -03 1 FS I a °I 1 f '' ✓ % (E)18 , to j/ is� =� 3yL FS =57.5 I t,11 I.�.. 1 _ I IS 6.1 1; _� FS -56.1 i E I _ 1... FS -56.0 -atl� v, l p v � � a� - -- - � , 1 y LE (E? S 'TREE SHALL l3E:PR07E6 IN m (E) COO' RETE ' �. } I I I LACE. tF E: -TREE IS DAW065 OR REM VED A - I . TEE °REMO PERMIT, IS. ,FlRST REEJUIREO AND THE `'" REM" I 11 1 'I tvl 1 EE. SHALL E REPL4CEb %N 'ACCORDANC WITH JE URBAN QI1ES7 MAMAC TENT PROG l^J t 4" DIA SDR -35 DRAIN 5 0 ic�i I $Ef FIRE D ARTMENT NOTF THIS SHE i = O PIPE ®2% MIN FLOW VC.P. SEWER MAIN O~C } •� �r t r t 1 'i YARD 1 11, PER CITY OF ENCINITAS, ! t I F5 =55.2 ' v IE =56. RSEiBACK 1 y j F I t 1. I. W ` SANITARYys067R1CT O i y � e s J ' � , I f9' .. t UES 1951 G W l 9 Z j �: �a' ''•,+, ..„{ I .. Ij SHEET 3 OF 25 i. 1 I 12 9y. .. c y S 3F �!0 1 i s I ba o F5 =55.6 *MFG= 55.7_. - -- AC DIKE I i 1 1 1 1 =a,S E_ o._ ,� x tiw E 11 11 llllllllllllllllllilll i . t 20.0 E ? TREEt 1 X FG- .5 >+e - FL =55:1 E FL =5&2 E E _ A_ rt_• _ 1 11111 l l l l l l l l l l l l l l l l l l l l t l l l CIC F 1 r0 BK LI, d- WATER LINE l l l l l 11l l l l l l l l l � FRONT YARD S _... z � FG =54.7 E �/ - -� N) VEGEFA D S LE 0 FE➢10E _.. R��" CITY OF ENC1Nd' A `� (E r CURB AND GUTTER 4 + a �' �° , - TO REMAIN WAd ER OI' 1CT t FEATHER TO MATCH ' - - ' (E) ALLEY x TO REMAIN `` .. L q, ,I l -� - o t 4" DIA SDR -35 D N 11 (N) SI g I PIPE ®1.5% MIN FLOW _' X16 APN A 2588-02 CONSTRUCTION LEGEND i 9 6 a- m 55G =5..2 ` Z m IE =52.4 "" _ 1 Q FG =54.7 25.0 R PAVERS WITH OPEN JOINTS % = ` _ IE =52.9 LANDSCAPE NOTES: UTILITY NOTE O AND IMPERVIOUS IN BETWEEN i ;i'' ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. �t6G 5,S 5 x A /� /'� p' ^ 1. LANDSCAPE DESIGN, INSTALLATION AND MAINTENANCE SHALL COMPLY WITH CITY OF ENCINITAS MUNICIPAL OVEGETATED SWALE PER v FG =53" ; V GRADING 1- Lf"1 N CODE, CHAPTER 23.26, '1NATER EFFICIENT LANDSCAPE REGULATIONS (ORD. 2010 -05). DRAINAGE NOTE DEF 21 SHT 2 2. USE WATER EFFICIENTLY TO REDUCE WATER USE FOR LANDSCAPING TO THE LOWEST PRACTICAL AMOUNT. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT TRENCH DRAIN NDS OR EQUIV. 5 0 5 10 15 3. NO INVASIVE PLANT SPECIES SHALL BE ADDED TO A LANDSCAPE AREA. PER DET 1 THIS SHEET NEW ROLLED CURB PER 4. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) IN GALLONS PER YEAR PER SECTION 23.26.130. PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES SDRSD G -4 TYPE B ALLY , MAWA = (ETo)(0.62)[0.7xLA + 0.3XSW = (42.9)(0.62)[(0.7x2620) + (0.3x0)] = 48,780 GALLONS PER YEAR FOR A MINIMUM OF 5 FT AT 2 PERCENT AND BE CONVEYED TO AN W UPGRADE WATER METER TO MODIFIED, SEE SECTION SCALE 1 = 5 FT ETo = 42.9 INCHES PER YEAR APPROVED DRAINAGE FACILITY. FE ® 1" COPPER WITH DUAL METER' PROPOSED DRIVEWAY A-A /SHEET 3 1 LEGEND u = 2620 SO Fr RIP RAP ENERGY DISSIPATOR I -.9k, LEGEND = 0 (N /A) *SDWD NOTE. O PER DEF 1/ SHT 3 PROPOSED 6- 15% MAX 5. THE IRRIGATION SYSTEM SHALL PROVIDE FOR THE INSTALLATION OF A MANUAL SHUTOFF VALVE AS CLOSE 1. SAN DIEGUITO WATER DISTRICT TO INSTALL NEW 1" WATER SERVICE GARAGE �- - AS POSSIBLE TO THE WATER SUPPLY. $ ©LANDSCAPE WALL (MAX HT. 3')g,� +mow PROPERTY BOUNDARY ❑ RIP RAP ENERGY DISSIPATOR 6. LANDSCAPE DESIGN SHALL AVOID USE OF LANDSCAPING WITH KNOWN SURFACE ROOT PROBLEMS ADJACENT AND DUAL WATER METER: 3/4- DOMESTIC AND 1" FIRE SPRINKLERS, AT Z NEW AC PAVING - - - _ SETBACKS PER DETAIL 1/ SHT 3 TO A PAVED AREA OR PROVIDE ROOT CONTROL BARRIERS OR OTHER APPROPRIATE DEVICES TO CONTROL OWNER'S EXPENSE. OROLLED CURB AND GUTTER PER PER PLAN SDRSD, G -4, TYPE "B- MODIFIED n SURFACE ROOTS. NOTES, = 3 f.j EXISTING CONTOUR 7. USE EFFICIENT IRRIGATION SYSTEMS AND LANDSCAPE DESIGN ASPHALTIC CONCRETE ®6" CONCRETE DRIVEWAY (N) TRENCH I �_55�� a. DRIP IRRIGATION SHALL BE UTILIZED IN LIEU OF SPRINKLERS. z I PROPOSED CONTOUR b. IRRIGATION DEVICES WILL UTILIZE A RAIN SHUTOFF VALVES TO PREVENT IRRIGATION DURING AND 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE OCORE AT CONCRETE CURB DRAIN PER PLAN 0 ROOF DOWNSPOUT JUST FOLLOWING A RAIN EVENT. 9 � E FLOWLINE &FLOW APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES PER SDRSD D -27 c. IRRIGATION WILL BE MINIMIZED TO JUST MAINTAIN PLANT GROWTH. DIRECTION BMP AREA -NOT TO BE MODIFIED IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE TRENCH DRAIN 10 12 "x12- NDS BOX Q ® BY OWNER WITHOUT PERMIT FROM d. SHUTOFF VALVES TRIGGERED BY PRESSURE DROP TO CONTROL THE LOSS OF WATER IN THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF ­01 1- - 1' CUT SLOPE THE CITY (SEE NOTES, ITEM2 & EVENT OF A BROKEN SPRINKLER WILL BE UTILIZED. PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED 11 4" SDR 35 STORM DRAIN PIPE mm B. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUNOFF, OVERSPRAY, LOW -HEAD DRAINAGE (E) WATER LINE AND 31 THIS SHEET.) AND OTHER SIMILAR CONDITIONS WHERE IRRIGATION WATER FLOWS OR SPRAYS ONTO AREAS NOT INTENDED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY 12 4" AC PAVING OVER 60 CLASS 11 BASE '� E BLDG LIMITS FOR IRRIGATION. DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN 3' -0 -_ (E) SEWER LINE • O 9. THE IRRIGATION PIPING AND IRRIGATION DEVICES THAT DELIVER WATER, SUCH AS SPRINKLER HEADS, PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS 1© BIO RETENTION AREA - PERMANENT �r GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL VARIABLE PER PLAN LANDSCAPE WALL SHALL BE INSTALLED BELOW GRADE IF THEY ARE WITHIN 24 INCHES OF A VEHICLE OR PEDESTRIAN BMP PER DET 2/ SHT 3 ABBREVIATIONS 4 MIN 7 PROPOSED BLDG LIMITS THE REQUIRED PERMISSION IS OBTAINED. USE AREA. 0 14 TURF PAVERS PER? (E) SPOT ELEVATION NEW BLDG RETAINING WALL 10. DRIVEWAYS AND WALKWAYS SHALL BE SWEPT AND NOT WASHED WITH WATER. °a ° N MANUFACTURER SPECS FF FNISHED FLOOR ELEVATION FS =56.1 SPOT ELEVATION PER BUILDING PERMIT 11. DROUGHT TOLERANT PLANTINGS SHALL BE STRONGLY CONSIDERED. 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF ° U ° o FP FINISHED PAD ELEVATION 12. LAWN AREAS SHALL BE MINIMIZED. FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE w i TO TOP OF m DEMO LEGEND BC BOTTOM OF CURB \ /� \��\ �� /�� ® OR* x 12" NDS BOX .1 -L-LL I-1 SPECS AVERS PER MANUFACTURER AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/ o �� FIRE DEPARTMENT NOTES OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE �� ai s o FL FLOW LINE �, �� �� �� �� ��j�� VEGETATED SWALE PER IE INVERT ELEVATION /�� /������� 4 SDR35 STORM DRAIN a AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT N��x �/ �� / DET 2 SHT 2 SEE NOTES, i. ALL FIRE APPARATUS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 N Z QA REMOVE (E) PATIOS & FLATWORK = _ _ _ / ( BE MODIFIED WITHOUT A PERMIT FROM THE CITY TIN TOP OF WALL 4 SDR35 PERFORATED ITEM 3 THIS SHEET Qjt0FESSION FEET 6 INCHES. E TREE IN ALLEY MAY NEED TO BE TRIMMED. BW BOTTOM OF WALL VEGETATED SWALE, DROUGHT TOLERANT PIPE � / ) �.° q� ( ) © REMOVE (E) RESIDENCE HP HIGH POINT GRASS OR GROUND COVER. y�Q� \N E. R/ �y� 3. BIORETENTIONI VEGETATED SWALE TO BE PRIVATELY MAINTAINED BY FS FINISHED SURFACE LONGITUDINAL SLOPE 1X W RIGHT OF WAY NOTE PROPERTY OWNER. © REMOVE (E) GARAGE FG FINISHED GRADE No. 65122 A OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT AT LEAST 48 z TG TOP OF GRATE Exp. 09/30/2013 REMOVE (E) TREES (E) EXISTING VEGETATED SWALE HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT CL CENTERUNE NOT TO SCALE IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE W (.D QE (E) TREE TO REMAIN PL PROPERTY LINE s;r CIVII e�P RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINES. W f O F, C A'. 0 Z Z DESIGNED BY: 1 DRAWN BY: CHECKED BY: REVISIONS APPROVED DATE REMARKS DATE BENCH MARK SCALE ERIN RI5T VRE STEVE NORRiS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (D U3 Q As- $UILTS `iJu CITY OF ENCINITAS BENCHMARK NO.1025 GRADING AND EROSION CONTROL PLAN z LLI PER RECORD OF SURVEY MAP NO. 18416, NOTED PLANS PR ARED UNDER SUPERVISION OF RECOMMEND R 125 4TH STREET LLJ Q 2.5" BRASS DISC IN WELL MONUMENT AT VERTICAL //� 7- ENCINITAS, S. EL PORTAL & LA MESA 'Z 9 30 2013 E�; oli, [3Y: M BY: � , 11698 -G AVENUE. NOTED / / 111 MASI:H MAHER C 41579 G ENN PRUIM C 52174 ENCINITAS CA 92024 iUAVO HORIZONTAI ERIN RIST EXP. DATE: DATE: ENGINEERING/ PUBLIC WORKS WORK PROJECT N0.13 -072 CDP „€ ELEV. 60.60 DATUM: 1V8VB88 RCE: 65122 0 I G / 3 DIRECTOR DATE: ) DATE: ® APN: 258 - 022 -03 -00 SHEET 2 OF 4 Fnr PPO.IF'rT Mn- 1 -4ri717 -S f1ATC• 0 -11 -11 n a NEW LANDSCAPE WALL 3' MAX HEIGHT APPROX. LOC. OF (E) -_/ LANDSCAPE WALL. BOTTOM OF FOOTING TO BE CONFIRMED PRIOR TO CONSTRUCTION OF NEW WALL. FOURTH STREET ►9i1:1:KILVA "M (E) PLANTER WALL I AND RESIDENCE TO I BE REMOVED IPROP. GRADE FG =53.5 PROP. VEGETATED SWALE PER DET 2/ SHT 2 RESIDENCE BE REMOVED FIRST FLOOR FG =55.9 GRADE PROPOSED RESIDENCE SECTION B -B SCALE: l--5'—O" . PROPOSED TWO —STORY RESIDENCE m FIRST FLOOR FF =56.4 R I 1 I R(E) GRADE rq3=55;A' P. VEGETATED PER DET 2/ SHT 2 WAIM FAMI REVISIONS APPROVED DATEI, . REMARKS DATE BENCH MARK SCALE ►' I. S �� %4 CITY OF ENCINITAS BENCHMARK NO.1025 PER RECORD OF SURVEY MAP NO. 18416, VERTICAL NOTED 2.5" BRASS DISC IN WELL MONUMENT AT INTERSECTION S. EL PORTAL & LA MESA AVENUE. HORIZONTAL NOTED ELEV. 60.60 DATUM: PIGV988 SECTION A -A SCALE: l--5'-On RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE A" 6" MIN. ** SEE NOTE BELOW 12" ROCK EMBEDDED IN CAST —IN —PLACE CONCRETE PAD R 0 - I 470 -C -2000 CONCRETE OR 2500 PSI, AIR PLACED CONCRETE WITH 1 112" X 1 112" 17 GAUGE STUCCO NETTING SECTION RIP -RAP DI NOT TO SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 4' PVC PIPE RISER APPROVED GRATE INLET Iw1.E'f sNw,ao %& clmcx -Eo 12e4+µ4l fo 11. c6eAmm A, ANV #AA Iw1TA1N 6 9 To o1.EN0. AwAy 066 ♦IS. 71E 4' PERFORATED PAS PE 4 -6' PVC PIPE TO PIPE INTO RISER STORMORAIN SYSTEM *BIORETENTION ENGINEERED SOIL'UIYER SHALL BE MINIMUM 16 "DEEP SANDY LOAM'SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30X COMPOST OR HARDWOOD MULCH, AND 20 -30X TOPSOIL (F) F5=5&S 16' MIN. ENGINEERED SOIL *SEE N07F BELOW - 2 -3' OF 318' GRAVEL �a S U M O �- 314' CRUSHED ROCK NON- PERMEABLE LINER 15 MIL MIN AT INFILTRATION AREA PER SOILS ENGINEER 4' PERFORATED PVC PIPE 'PLACE PIPE WITH PERFORATIONS AT THE INVERT* A" V * *314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. <0 0m THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULA71ONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENT10N BASIN IS Z 4X OF THE IMPERVIOUS AREA DRAINING TO ff. 00 °p o <0 � Ng�x QpOFESS IpN q( BlORETENTION DETAIL FOR IMP 2 N O _.. N h�Q4��N E. RiFm NOT TO SCALE c n No. 65122 p(Dj * Exp. 09/30/2013 * Z O �'qTE. C I V I L f O W pF CAII Z (11C DESIGNED BY: 1 DRAWN B7 1 CFECKED BY: ERIN RIST I VRE I STEVE NORRIS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 PLANS P ARED UNDER SUPERVISION OF RECOMMENDED PROV GRADING AND EROSION CONTROL PLAN Z LLI 125 4TH STREET 11698 -G W ° 9/30/2013 „ Zot3 BY: BY: '°�'� `�* ENCINITAS, CA 92024 MASH MAHER C 41579 GLENN PRUIM C 52174 ERIN RIST EXP. DATE: DATE: ENGINEERING/ PUBLIC WORKS WORK PROJECT N0.13 -072 CLIP RICE: 65122 10116113 DIRECTOR DATE: DATE: //7X/'3 APN: 258 - 022 -03 -00 SHEET 3 OF 4 (E) AC PAVING Q TO BE REMOVED GARAGE 10.0' 10.0' BE) E PROP ROLLED CUR AND PROPOSED GARAGE GUTTER PER SDRSD G -4 TYPE B MODIFIED ALLEY I FF =57.7 ; TG =57.5 -- , R FG =56.0 _ . _ _____ PROP GRADE ' DRIVEWAY EW 4" AC PAVAN 6" CLASS 11 FG, 55.8 PROP. TRENCH BASE DRAIN NOS OR EQUIV. RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE A" 6" MIN. ** SEE NOTE BELOW 12" ROCK EMBEDDED IN CAST —IN —PLACE CONCRETE PAD R 0 - I 470 -C -2000 CONCRETE OR 2500 PSI, AIR PLACED CONCRETE WITH 1 112" X 1 112" 17 GAUGE STUCCO NETTING SECTION RIP -RAP DI NOT TO SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 4' PVC PIPE RISER APPROVED GRATE INLET Iw1.E'f sNw,ao %& clmcx -Eo 12e4+µ4l fo 11. c6eAmm A, ANV #AA Iw1TA1N 6 9 To o1.EN0. AwAy 066 ♦IS. 71E 4' PERFORATED PAS PE 4 -6' PVC PIPE TO PIPE INTO RISER STORMORAIN SYSTEM *BIORETENTION ENGINEERED SOIL'UIYER SHALL BE MINIMUM 16 "DEEP SANDY LOAM'SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30X COMPOST OR HARDWOOD MULCH, AND 20 -30X TOPSOIL (F) F5=5&S 16' MIN. ENGINEERED SOIL *SEE N07F BELOW - 2 -3' OF 318' GRAVEL �a S U M O �- 314' CRUSHED ROCK NON- PERMEABLE LINER 15 MIL MIN AT INFILTRATION AREA PER SOILS ENGINEER 4' PERFORATED PVC PIPE 'PLACE PIPE WITH PERFORATIONS AT THE INVERT* A" V * *314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. <0 0m THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULA71ONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENT10N BASIN IS Z 4X OF THE IMPERVIOUS AREA DRAINING TO ff. 00 °p o <0 � Ng�x QpOFESS IpN q( BlORETENTION DETAIL FOR IMP 2 N O _.. N h�Q4��N E. RiFm NOT TO SCALE c n No. 65122 p(Dj * Exp. 09/30/2013 * Z O �'qTE. C I V I L f O W pF CAII Z (11C DESIGNED BY: 1 DRAWN B7 1 CFECKED BY: ERIN RIST I VRE I STEVE NORRIS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 PLANS P ARED UNDER SUPERVISION OF RECOMMENDED PROV GRADING AND EROSION CONTROL PLAN Z LLI 125 4TH STREET 11698 -G W ° 9/30/2013 „ Zot3 BY: BY: '°�'� `�* ENCINITAS, CA 92024 MASH MAHER C 41579 GLENN PRUIM C 52174 ERIN RIST EXP. DATE: DATE: ENGINEERING/ PUBLIC WORKS WORK PROJECT N0.13 -072 CLIP RICE: 65122 10116113 DIRECTOR DATE: DATE: //7X/'3 APN: 258 - 022 -03 -00 SHEET 3 OF 4 frtiffawtm ° � BC -52.9 i IE =52.85 3 I is i la Lu F l� W� o 1 Y i Zz 3 ' 3 C) Ir "- 5 r �- s---° s -. DEPARTMENT DRAWING NO. .-� .. <...y� ��_ T...« -e 3•'.•..n y�•w• $eve. A/ , 1 a +e ^ Z LL! W/ 125 4TH STREET % W ENCINITAS, CA 92024 APP FOX. LOCATION & LE, Of a RKS WORK PROJECT NO.13 -072 F' SEWER CL LANOUT o NV ; TO BE CONFIRMED BY 258- 022 -03 -00 SHEET 4 OF 4 CONTRACTOR BY POTHOLING y PRIOR TO CONSTRUCTION q , 40.0 w sG53: I � PORTION OF (E) CONCRETE - -� ° LANDING BETWEEN THE SIDEWALK AND CURB TO BE REMOVED AND 8 REPLACED TO MATCH SIMILAR HARDSCAPE ON 4TH STREET. F & ~ W � � H t m ° � 1 z � I a i Lu F ! W� o 1 Y i Zz 3 ' C) ' 1 ENGINEERING DEPARTMENT DRAWING NO. () GRADING AND EROSION CONTROL A/ , 1 a Z LL! W/ 125 4TH STREET z z ENCINITAS, CA 92024 11698 a �i � �t REVISIONS 8° V,C.P. SEWER MAIN px PER CITY OF ENCINITAS, SANI"IARY DISTRICT UES1951G W SHEET 3 (if " 25 (E) CURB AND GUTTER TO REMAIN l Nill j �FS =53 „a PIPE i •��i �'I .� 1 x 4 _`.�. (E) RE�AINING WAtL ,..la 3 1 (E) KING PALM - .y TO REMAIN y EF CCf''E F I a y s a r3,5 TO BE RFw -) °Fz , D f0¢ CO1.ltST�,Jtx 10 N PuRPOSIFS ONLy i AS -Bojar mor s%vP cA8LE' 20.0' FRONT YARD 4" DIA FEATHER TO MATCH L YIAILR MLILR JLL (E) ALLEY lVblIYQIEITiHV� lSklt) l l l l l l l l l l l l l l 1 1 1 110�i�Q�MPRA�i �'��Rl l l l l l l l ull ET .1 Irl- ( TmEr _ f: 07L E) CONCRETE TE O / ? TO 5 B E i °O REMOVED 1IE G==556B °APN l - G . 1.. 5 5 ¢ FLO! m cn TG =55.4 55 -P FG =55.1 O I (E) Ac1 1 WNG TO BE IE =53.3 25. 316'32'E 1� 15 REMO NEW 4" < -- % MIN, AC: PAVING OVER E % E 6 6" CLASSI II BASE 29 A a° =55.9 - MIN r r FG �� t ° t p c 1 F3 =56,4 `O � `) DI € EMOVEIJ X F5=56,6 v 2.0 1 ° 11 I. 3 p . E FG =55.8 �► Y 0 PROPOSED GARAGE I 1 1 '. FG =56.0 FF =57 ° 1 10 0 I 2% < FP =56.7 1 I 1 MIN ^ ; 6.0' 6 FS_ 1 , p p 1 E 1 n I (E) RESIDENCE 1 TO REMOVED FG'S6 IE =56.5 Rl - I Z t 1 FS =56. = v f g Lin I , k 1 � r r' t r tir FS =57.6 '° f a I., •:� PROPOSED TWO - RIDGE .r n .I•I, � 1 . R..1 �� f 1ST FLOOR FF =56.4 - Y _ -GINS rl D L �U TURF f `' 1/1 M I 1 Q .: > °55. FP 5 It 1. '� Y\ l " IP�R SHT ✓ y y I . ° I? 1 APN #: 258 - 022 -03 =56.1 ,�5 I� r �Q f � �! / -,/ i � l ,1/ FS 6.1 y a I t j t� / / 1- ,/ , r X51 (E) ITREI� . W I i/ L _J i f_'� YJ FS =57.5 I EMAIV t 1 FS =56.0 � FS 6.1 e3 � s � �� � -56.1 F -_56.0 � QI 1... t. R - I 'THE *(E)' S TREE SHA L BE PROTEG DIN n ij () CONCRETE 3 t I 1 PLACE. IF TREE IS DAMAGED . OR REM VED A 1AT "j T W I 1 TREE °REMOV�L PERMIT IS..F{RST REQUIRED AND THE REMOVE � _. I '° tie I v1 TREE; SHALL E REPLACED IN ACCORDANCE, WITH I ! ° a12 1 i THE .URBAN OREST.MANAGEMEN.T PROG 4" DIA SDR -35 DRAIN 5 0' h I SEE FIRE. tlE ARTMENT NOTE/ THIS SHE I Y FS • 5.9 -° ° W PIPE ® 2% MIN FLOW Ix 1:... R , , REAR YARD u F-S 55.2 _ ° IE =56.0 I SETBACK I' f _ F2 1 W,. I t I. r, a 1 d 41.. I - 6.1 _ mm ° - _ - - 1 t FS 57.m I FS 57 � FS =55. AC DIKE 6 FG _ 55.7. 7 T FS =55.3 FS =55.4 )� - - a 6 y `n �`�' o `" -% ---- � E o.x. 1 1 111 l l l l 1 l l l l l l 1 l l 1 l 1 l l l l 1 l l l l l - - - llllllllllllllllllllllllllllllllllll FG= .5 ea - FL =55,1 _ dREEE 1 % � � , X - ' E E � -=5 -2 - - _ E = " AC WATER LINE Z % TO Bk P ,; OF E'GifI�TA z FG =54.7 (N) VEGETATED SWALE (E) WOOD FENCE l l l l t i l l l l l l l l l l l l l l l l l l l l l l l l l 111 l ° --' - PER DETAIL 2/ SHT 2 'TO REMAIN #ATER DISTRIGI 1 FEATHER TO MATCH D N i ---- - (E) ALLEY : -� 7- Sg3'16 ' yy 100.16' OW .55,2 APN _ 258 -022u - TG =55.0 --._ 1 FG =54.7 25.0' 1 IE =52.9 � I EROSION CONTROL PLAN 1 1 5 0 5 10 15 1112" CRUSHED ROCK ca R SCALE 1" = 5 FT REFERENCE: CASQA* TC-11 PROFILE CONSTRUCTION LEGEND -EC * CALIFORNIA STORMWATER FOR QUALITY PUBLIC RIGHT- El STABILIZED CONSTRUCTION ENTRANCE (TC -1) ASSOCIATION - CALIFORNIA V11-711121`11w=-,2-11-11 I' =III- II I' STORMWATER BMP HANDBOOK, -OF -WAY DET. El /SHT. 4 11 11 �I III III II I �I I 1 =I I �ITr =i i �i i I - 1 i ���I � NOTES CONSTRUCTION PER PLAN GRAVEL BAGS (SC- 6 1SC -8) EXISTING DET, E2 1SHT. 4 SECTION 1. 314" ROCK IN GROUND BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. EROSION CONTROL LEGEND f �� �"` }� � '' ��, 4. OFFSET BAGS. PLAN STABILIZED CONSTRUCTION ENTRANCE ( TC -1 PER DET iii PLAN GRAVEL BAG DETAIL E2 NOT TO SCALE DATE REMARKS DATE BENCH MARK SCALE CITY OF ENCINITAS BENCHMARK NO.1025 PER RECORD OF SURVEY MAP NO. 18416, NOTED 2.5" BRASS DISC IN WELL MONUMENT AT VERTICAL INTERSECTION S. EL PORTAL & LA MESA N AVENUE. HORIZONTAL NOTED ELEV. 60.60 DATUM: N�88 E R r No. 65122 Exp. 09/30/2013 PROVIDE APPROPRIATE El/ SHT 4 ) ¢ ° TRANSITION BTWN STABILIZED °� o CONSTRUCTION ENTRANCE GRAVEL BAGS (SC -6 & o m AND PUBLIC RIGHT OF WAY S C-8) PER DET E2 1SHT 4 00w U -CD STABILIZED CROSS -REF CALTRANS CONSTRUCTION BEST N MANAGEMENT PRACTICES N a CONSTR. ENTRANCE N NOT TO SCALE E 1 APPROVALS PLANS PREP RED UNDER SUPERVISION OF RECOMMENDE 9/30/2013 IpI$ /se 1} BYMASIH MAHER C 41579 BGLf ERIN RIST EXP. DATE: DATE: DIRE RCE: 65122 DATE: 1 0 t16 � 13 DATE: 1..FS....:. °,3,5 z � Lu 1 ! W� 1 Zz C) ' 1 ENGINEERING DEPARTMENT DRAWING NO. () GRADING AND EROSION CONTROL A/ , 1 a Z LL! W/ 125 4TH STREET W Q ENCINITAS, CA 92024 11698 a RKS WORK PROJECT NO.13 -072 CDP NV APN: 258- 022 -03 -00 SHEET 4 OF 4 ' IE =52.4 w sG53: I a D f0¢ CO1.ltST�,Jtx 10 N PuRPOSIFS ONLy i AS -Bojar mor s%vP cA8LE' 20.0' FRONT YARD 4" DIA FEATHER TO MATCH L YIAILR MLILR JLL (E) ALLEY lVblIYQIEITiHV� lSklt) l l l l l l l l l l l l l l 1 1 1 110�i�Q�MPRA�i �'��Rl l l l l l l l ull ET .1 Irl- ( TmEr _ f: 07L E) CONCRETE TE O / ? TO 5 B E i °O REMOVED 1IE G==556B °APN l - G . 1.. 5 5 ¢ FLO! m cn TG =55.4 55 -P FG =55.1 O I (E) Ac1 1 WNG TO BE IE =53.3 25. 316'32'E 1� 15 REMO NEW 4" < -- % MIN, AC: PAVING OVER E % E 6 6" CLASSI II BASE 29 A a° =55.9 - MIN r r FG �� t ° t p c 1 F3 =56,4 `O � `) DI € EMOVEIJ X F5=56,6 v 2.0 1 ° 11 I. 3 p . E FG =55.8 �► Y 0 PROPOSED GARAGE I 1 1 '. FG =56.0 FF =57 ° 1 10 0 I 2% < FP =56.7 1 I 1 MIN ^ ; 6.0' 6 FS_ 1 , p p 1 E 1 n I (E) RESIDENCE 1 TO REMOVED FG'S6 IE =56.5 Rl - I Z t 1 FS =56. = v f g Lin I , k 1 � r r' t r tir FS =57.6 '° f a I., •:� PROPOSED TWO - RIDGE .r n .I•I, � 1 . R..1 �� f 1ST FLOOR FF =56.4 - Y _ -GINS rl D L �U TURF f `' 1/1 M I 1 Q .: > °55. FP 5 It 1. '� Y\ l " IP�R SHT ✓ y y I . ° I? 1 APN #: 258 - 022 -03 =56.1 ,�5 I� r �Q f � �! / -,/ i � l ,1/ FS 6.1 y a I t j t� / / 1- ,/ , r X51 (E) ITREI� . W I i/ L _J i f_'� YJ FS =57.5 I EMAIV t 1 FS =56.0 � FS 6.1 e3 � s � �� � -56.1 F -_56.0 � QI 1... t. R - I 'THE *(E)' S TREE SHA L BE PROTEG DIN n ij () CONCRETE 3 t I 1 PLACE. IF TREE IS DAMAGED . OR REM VED A 1AT "j T W I 1 TREE °REMOV�L PERMIT IS..F{RST REQUIRED AND THE REMOVE � _. I '° tie I v1 TREE; SHALL E REPLACED IN ACCORDANCE, WITH I ! ° a12 1 i THE .URBAN OREST.MANAGEMEN.T PROG 4" DIA SDR -35 DRAIN 5 0' h I SEE FIRE. tlE ARTMENT NOTE/ THIS SHE I Y FS • 5.9 -° ° W PIPE ® 2% MIN FLOW Ix 1:... R , , REAR YARD u F-S 55.2 _ ° IE =56.0 I SETBACK I' f _ F2 1 W,. I t I. r, a 1 d 41.. I - 6.1 _ mm ° - _ - - 1 t FS 57.m I FS 57 � FS =55. AC DIKE 6 FG _ 55.7. 7 T FS =55.3 FS =55.4 )� - - a 6 y `n �`�' o `" -% ---- � E o.x. 1 1 111 l l l l 1 l l l l l l 1 l l 1 l 1 l l l l 1 l l l l l - - - llllllllllllllllllllllllllllllllllll FG= .5 ea - FL =55,1 _ dREEE 1 % � � , X - ' E E � -=5 -2 - - _ E = " AC WATER LINE Z % TO Bk P ,; OF E'GifI�TA z FG =54.7 (N) VEGETATED SWALE (E) WOOD FENCE l l l l t i l l l l l l l l l l l l l l l l l l l l l l l l l 111 l ° --' - PER DETAIL 2/ SHT 2 'TO REMAIN #ATER DISTRIGI 1 FEATHER TO MATCH D N i ---- - (E) ALLEY : -� 7- Sg3'16 ' yy 100.16' OW .55,2 APN _ 258 -022u - TG =55.0 --._ 1 FG =54.7 25.0' 1 IE =52.9 � I EROSION CONTROL PLAN 1 1 5 0 5 10 15 1112" CRUSHED ROCK ca R SCALE 1" = 5 FT REFERENCE: CASQA* TC-11 PROFILE CONSTRUCTION LEGEND -EC * CALIFORNIA STORMWATER FOR QUALITY PUBLIC RIGHT- El STABILIZED CONSTRUCTION ENTRANCE (TC -1) ASSOCIATION - CALIFORNIA V11-711121`11w=-,2-11-11 I' =III- II I' STORMWATER BMP HANDBOOK, -OF -WAY DET. El /SHT. 4 11 11 �I III III II I �I I 1 =I I �ITr =i i �i i I - 1 i ���I � NOTES CONSTRUCTION PER PLAN GRAVEL BAGS (SC- 6 1SC -8) EXISTING DET, E2 1SHT. 4 SECTION 1. 314" ROCK IN GROUND BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. EROSION CONTROL LEGEND f �� �"` }� � '' ��, 4. OFFSET BAGS. PLAN STABILIZED CONSTRUCTION ENTRANCE ( TC -1 PER DET iii PLAN GRAVEL BAG DETAIL E2 NOT TO SCALE DATE REMARKS DATE BENCH MARK SCALE CITY OF ENCINITAS BENCHMARK NO.1025 PER RECORD OF SURVEY MAP NO. 18416, NOTED 2.5" BRASS DISC IN WELL MONUMENT AT VERTICAL INTERSECTION S. EL PORTAL & LA MESA N AVENUE. HORIZONTAL NOTED ELEV. 60.60 DATUM: N�88 E R r No. 65122 Exp. 09/30/2013 PROVIDE APPROPRIATE El/ SHT 4 ) ¢ ° TRANSITION BTWN STABILIZED °� o CONSTRUCTION ENTRANCE GRAVEL BAGS (SC -6 & o m AND PUBLIC RIGHT OF WAY S C-8) PER DET E2 1SHT 4 00w U -CD STABILIZED CROSS -REF CALTRANS CONSTRUCTION BEST N MANAGEMENT PRACTICES N a CONSTR. ENTRANCE N NOT TO SCALE E 1 APPROVALS PLANS PREP RED UNDER SUPERVISION OF RECOMMENDE 9/30/2013 IpI$ /se 1} BYMASIH MAHER C 41579 BGLf ERIN RIST EXP. DATE: DATE: DIRE RCE: 65122 DATE: 1 0 t16 � 13 DATE: z � Lu W� Zz C) CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. () GRADING AND EROSION CONTROL PLAN Z LL! 125 4TH STREET W Q ENCINITAS, CA 92024 11698 -G RKS WORK PROJECT NO.13 -072 CDP APN: 258- 022 -03 -00 SHEET 4 OF 4 '