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2015-12582 G (Plans) (3)RIGHT OF WAY N07E OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM 7HE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK N077CE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBUBITY OF THE OWNER TO KNOW WHERE 7HE LOCA71ON OF THE PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. U71UTY N07E ALL PROPOSED U71LI17ES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXIS77NG UTIU71ES UNLESS EXEMPT BY 774E MUNICIPAL CODE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 7HE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 774E 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 TILED "GE07ECHNICAL INVES77GA77ON PROPOSED RESIDENTIAL DEVELOPMENT 560 REQUEZA STREET APNs 258 - 121 -12 & 13 ENCINITAS, CALIFORNIAN PREPARED BY SOUTHERN CALIFORNIA SOIL & TESTING, INC. DATED AUGUST 12, 2013. ALL GRADING SHALL BE DONE IN ACCORANCE WI7H THE RECOMMENDA77ONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF- WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND17ION EXIS77NG 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. Z 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. & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN E HOURS OF 5.30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEE77NG HAS BEEN HELD ONSI7E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAWING (760) 633 -2770. 10. PRIOR 9 HAULING DIRT OR CONSTRUCTON MATERIALS TO ANY PROPOSED CONSTRUC' ON SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 7HE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY M7H ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WI7H 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 CER71FICA710NO SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12582 -G HAS BEEN PERFORMED IN SUBSTAN77AL 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 CER77FIES SUCH GRADING OPERA 770N. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPAC77ON OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION 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 EX'CAVA71ONS ARE ACCEPTABLE FOR THEIR INTENDED 13. 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 FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 1.1. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SFECIFICAVON. ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON W41CH 7HE 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 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE N7H SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVA77ON 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 07HER WASTE 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. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET 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. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS TIE TREE REMOVAL. NOTIFICATIONS 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 KNOW -EDGE THERE ARE NO EXISTING U77LITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXIS77NG U77LI77ES OR STRUCTURES LOCATED AT 774E WORK SITE. IT IS THE CON7RACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LITlES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD - (760) 633 -2600 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SDWD - (760) 633 -2650 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICA77ONS- (760)- 806 -9809 X -2233 Z CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 7HIS PROJECT PHONE: (760)- 633 -2770. J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPEC770N. PHONE. (760)- 633 -2770. ALL WORK PERFORMED WTHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL REV[ EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) 759 -4367, 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 LOCA71ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFAC71ON 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 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES W41CH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER 774E APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC71VE 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. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SIT ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM 774ATIS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. Z 774E INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTNG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED MIEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ENVIRONMENTAL N07ES: 1. THE STEEPEST EXISTNG SLOPE IN THE GRADED AREA IS 2.1 (EXCLUDING ANY EXIS77NG MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10 FT AND THE MAXIMUM VER77CAL HEIGHT OF FILL IS 19 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT C.F. 1.8 FT OF CUT AREA OF CUT ((SF.j B.) AVERAGE DEPTH = VOLUME OF FILL (CF.) = 2.0 FT OF FILL AREA OF FILL (S. F.) EARTHWORK DATA: 8,050 CUBIC YARDS EXCAVATION (CUT) 6,850 CUBIC YARDS EMBANKMENT (FILL) 1,200 CUBIC YARDS EXPORT 14,000 CUBIC YARDS REMEDIAL * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATON, IF REQUIRED BY SI7E CONDITIONS CONTRACTOR SHALL SA77SFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTTES ARE ES77MA7E0 FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTTES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION STORMWATER POLLUTION CONTROL BMP N07ES RELATIVE 70 CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHAII 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 BODY. CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION' SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT ]RACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA OM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL ERU90R-CFliR0E` 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 VEGET477ON, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING AC77VITIES ARE ALLOWED DURING WET WEATHER. 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. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK _ CITY OF ENCINITAS SURVEY CONTROL POINT D BMP SASIQ 1 #1031. 2.5- BRASS DISC STAMPED °ENC -31 LS IL'f 7 1 1 .141 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM. NAVD88 SCALE 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. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION 1S NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. ;l �l�s/6> Celia]; L1/ ��LKa1PiGT� ]�y;1.1�11:9�!Il'II!Itd�t ►1 ON -SITE CONSTRUCTION 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 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 W774 SOIL STABIUZA71ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH 774E CITY OF ENCINITAS STORMWATER POLLU77ON 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 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 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 WI7H IMPERVIOUS ROOFING OR COVERED M774 TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY ]RASH MATERIAL. 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 INFORMA71ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMA77ON ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE 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. 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. FOR MORE INFORMA77ON ON STORMWATER POLLUTION CON770L MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTA77ON AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC ) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTE (WASC STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. U77LITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSIRUCTON OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS, 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXIS77NG IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA NET CHANGE 5,500 SF 46,435 SF +40,935 SF HORIZONTAL 10= 20' TYLIfR G LAWSON DATE VERTICAL NIA R.C.E. NO. 80356 EXP. 12 -31 -16 PLANNING i BuILDIIJ4 REVIEWED Oyu -1/1 , PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 -1 '(6 R.C.E. N0. 80356 T 1? G LAWSON EXP. 12 -31 -16 LEGEND BOTTOM OF STAIR ELEVATION SD.R.SD. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROJECT PROPERTY LINE FS = EXISTING RIGHT- OF- WAY/PROPERTY LINE FG = PROPOSED PERMANENT BMP AREA (NOT TO BE MODIFIED FLOW LINE FT = WITHOUT A PERMIT FROM THE CITY) GARAGE FINISHED FLOOR IE = INVERT ELEVATION TO = PROPOSED POROUS PAVERS TW = TOP OF WALL ELEVATION PROPOSED PCC PAVEMENT PROPOSED DG WALKWAY PROPOSED 3.5" C7B OVER 9° CLASS H AGGREGATE BASE a CENTERLINE OF ROAD - PROPOSED CONTOUR LINE 55 EXISTING CONTOUR LINE _ PROPOSED FLOWLINE 0 1.0% MIN. PROPOSED SETBACKS PROPOSED DSM RETAINING WALL SHEETS 8 - 16 PROPOSED KEYSTONE RETAINING WALL SHEETS 8 - 16 PROPOSED 80 SEWER MAIN PER IMPROVEMENT PLANS - S - PROPOSED 6° WATER MAIN PER IMPROVEMENT PLANS W PROPOSED 6" RECLAIMED WM PER IMPROVEMENT PLANS - - R W PROPOSED 4" SEWER LATERAL PER IMPROVEMENT PLANS n PROPOSED 1" DUAL DOMESTIC/FIRE WATER SERVICE AND o METER PER IMPROVEMENT PLANS EXIS77NG SEWER MAIN __ .___. S------ EXISTING WATER MAIN EXISTNG OVERHEAD UTLI77ES LOT NUMBER Lori PAD FLOOR ELEVATION PAD -2mov FINISHED FLOOR ELEVATION X67 12" PVC DRAINPIPE (UNLESS OTHERWISE NOTED) 18" X 18' BROOKS BOX (UNLESS OTHERWISE NOTED) J. X 3' BROOKS BOX PROPOSED EASEMENT PER PLAN _ - EXISTNG EASEMENT PER PLAN - - PROPOSED BROW DITCH PER SDRSD D -75 TYPE B PRIVATE STREET LIGHT 'NO PARKING FIRE LANE' SIGN �- ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION BW = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOW LINE FT = FINSHED FLOOR GF = GARAGE FINISHED FLOOR IE = INVERT ELEVATION TO = TOP OF GRATE ELEVATION TW = TOP OF WALL ELEVATION PR #3) PUBLIC WATER LINE EASEMENT TO THE SAN DIEGUITO IRRIGATION DISTRICT PER DOC. RECORDED 8 -22 -1925 IN BOOK 1095 OF DEEDS, PAGE 451. (NON PLOTTABLE) PR #7) PUBLIC SEVER EASEMENT TO ENCINITAS SANITARY SEWER DISTRICT PER DOC. 81- 399510 REC. 12 -22 -1981 OWNER'S STATEMENT FOR SWPPP PROJECTS DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCS) ORDER,WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVEN77ON PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURREI'T WITH TIE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILED WITH THE SW RCS. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN No. 12582- -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. No, # q 37G 37 5575 MfWael vairivl SGNATU E DATE 5- 1* PRINTED NAIVE OF ABOVE PERSON TITLE Requeza M X13 , I,LG COMPANY OWNER/PERMIT NE REQUZAM 2013, LLC MELIA HOMES 8951 RESEARCH DRIVE IRVINE, CA 92618 SITE ADDRESS 560 REQUEZA STREET ENCINITAS, CA 92024 LEGAL DESCRIPTION PARCEL 1: THE SOUTHERLY 31200 FEET OF LOT 9, RANCHO RIQUIZA, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 2133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 11, 1928, EXCEPTING 774EREFROM THE WESTERLY 100 FEET THEREOF. PARCEL 2. LOT 9 OF RANCHO REQUEZA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 11, 1928. EXCEPTING THE EASTERLY 85 FEET OF THE WESTERLY 100 FEET OF THE SOUTHERLY 200 FEET THEREOF ALSO EXCEPTING THAT PORTION OF THE SOUTHERLY 312 FEET LYING EASTERLY OF THE EAST LINE OF THE WEST 100 FEET OF SAID LOT. A.P.N.: APN: 258 - 121 -12 -00 (1.0 ACRES), 258 - 121 -13 -00 (1.5 ACRES) OWNER'S CER71FIC47F IT 1S AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED 774AT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADD17IONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 7HE IMPROVEMENTS. 1 HEREBY CER77FY 774AT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE MICHAEL VAIRIN, IEXECUTVE VICE PRESIDENT REQUEZAM 2013, LLC DA 7E SOILS ENGINEER'S CERTIFICATE L ED-LAMONT "` A REGISTERED CIVIL ENGINEER IN THE STATE OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT -A- SAMPLING AND STUDY OF THE SOIL CONDITONSy -RR �!LI�RE ORT COMPILED FRO! THIS STUDD YENTH UNDER MY CQPY OF - w DIRECTION-BETWEEN THE DATES AND ONE COMPLETE -. -. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED W THE GRADING PLANS AND SPECIFICATIONS y SIGNED ° Ne`« RCE NO.: EXP. DATE: GEOTEK, INC. 710 E. PARKRIDGE AVENUE, SUITE #105 CORONA, CA 92879 (951) 710 -1160 STATEMENT OF ENGINEER OF MW THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY 174E CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY 774E ENGINEER. OR TYLER LAWSON DATE RCE No. 80356 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92075 PLSA 2103 -02 F�:L��i1.9a7a: 1. 717LE 2. GRADING PLAN 3. GRADING PLAN 4. PRIVATE ROAD 5. DWYS 'A; 8, & 'C' 6. ROUGH GRADE EROSION CONTROL PLAN Z PRECISE GRADE EROSION CONTROL PLAN 8 -16. RETAINING WALL PLANS 17 -18. LANDSCAPE PLANS SDWD W15 -120 ENCINITAS FIRE DISTRICT SAN DIEGUITO WATER DISTRICT & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.com REVIE D BY R WED Y. REVIE D DAIE to DATE1,6 SIGNATURE EXPIRES 2 YEARS AFTER DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PU RECOMMENDED .330 APPRO� GRADING PLAN FOR: BY. MA_S1 � R� _ BY GLENN ✓PRUM MANZANITA COVE No. 80356 Exp. 12/31/16 WDID # 973735 �5 BMP STATUS: PRIORITY -HMP TO BE MAINTAINED BY HOA SWMA RECORDED AS DOC. FIELD OPERATIONS E E D Y. • f 1 � IG �•ir -r6 ATE. DATE' BLIC WORKS DEPARTMENT DRAWING NO. DATE. S'igl16_ DATE. ��e 'CASE N0: 15 -008 TMDB /MAP /DR/EIA /GDP PREPARED: 1011212015 REVISED: [W-TAM A.P.N. #258- 121 -12 & 13 ' SHEET 1 OF 18 REVISED: 2/16/2016 PLSA 2103 N W 1 ' ii i e R 10.4' 11.8' (FG= 209.7) CONSTRUCT KEYSTONE GRAVITY WALL 13 PER SHEET 15 DASHED LINE REPRESENTS TW =206.5 EXISTING GRADE BW =204.0 - - - -- - torv- - 139, 8% FF-M67 i PWATEROAD 18' 20' 18' DWY 'C' 4.5.8' 3.3% 319 - -- -INSTALL 6" PCC PROPOSED TYPE "G" CURB & 8" PUBLIC PVC GUTTER PER SDRSD G -2 SEWER MAIN SECTIONA NOT TO SCALE CONSTRUCT VEGETATED SWALE t� r DASHED LINE 12' 2' 6' REPRESENTS EXISTING GRADE 34' T 33' 6' 5' 6' $ -3 �' - -- --- - - - - -- _ Pr mw - - - - -- - - - - -- 2% 6% - -- -- 4' DG PATHWAY CONSTRUCT KEYSTONE GEOGRID WALL 11 PER SHEET 14 R CAP UNIT PER 6.5' RETAINING WALL TO BC DASHED LINE PLAN SHEETS 8 -16 (FG =211.0) REPRESENTS Aft 268- 121 -14-00 14.5' 2 EXISTING GRADE FINISHED GRADE _ �'11 CONSTRUCT T �1 VISTA DSM WALL 27o W 22 PER SHEET 16 BW = BOTTOM - AND SECTION B, r OF WALL AT CASE 2 ON FINISHED GRADE � SHEET , PRIVATE ROAD SECTION C L CONSTRUCT VEGETATED SWALE PERMEABLE PAVERS ORCO AQUA -BRIC OR APPROVED EQUAL 4" BASE COURSE LAYER }" TO 1 " AGGREGATE 12" SUB BASE COURSE LAYER j" TO 3" ANGULAR 4" PCC SIDEWALK PER SDRSD G -7 ILL OPENINGS IN 'AVER UNITS WITH Y4" 0 -%" AGGREGATE 2" BEDDING COURSE LAYER }" TO AGGREGATE NOTE PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. PER VIOUSPA VERS- TYPICAL DETAIL RET WALI PER PLAP EXISTING GRADE NOT TO SCALE I DASHED LINE REPRESENTS EXISTING GRADE Nor To SCALE RETAINING WALL - TYPICAL DETAIL NOT TO SCALE FLOWLINE- TYPICAL SEWM LAMR4L'rA6L.9 LOT N' R/W IE 0 MAIN IE 0 PL DROP TO MAIN 20' SLOPE 10' DEPTH 0 PL PAD EL BACKFLOW VALVE 1 DWY 'A' 1 +36.50 196.95' 198.36' R 10.5' 2.0% 206.78' 8.42' 206.0 DEDICATION 2 DWY 'A' 1 +67.70 197.27' 198.68' 1.20' 13' 5' I 5' 7' 7.3' YES 3 DWY 'A' 1 +32.50 196.91' 198.32' 1.20' 10.5' 20% 206.08' 4' 8' DASHED LINE YES 4 DWY 'A' 1 +86.12 197.46' IFG4213.3 1.20' 10.5' 1 2.09 204.31' REPRESENT 1 205.0 VARIES 15% DWY 'B' 1+32.45 191.69' - - 1.20' 10.5' - - EXISTING GRADE 8.03' 200.0 - _ _ 192.05' 193.46' 1.20' 10.5' 2.0% - _ �` �' 6.12' 200.0 60T2 2" GRIND DWY 'C' 1 +84.17 . ?4� 12% IMFM67 AND OVERLAY 203.49' 6.08' 204.0 NO 10 INSTALL 6" PCC 194.44' 1.20' CURB & GUTTER 2.0% 6" PCC CONSTRUCT PER SDRSD G -2 SIDEWALK PER VEGETATED 194.91' 196.32' SDRSD G- 7 SWALE 20% 202.64' 6.32' CONSTRUCT KEYSTONE NO 12 �Y /� N17 g� SEn CS TI(„O 14 194.13' 1 1.20' 10.5' PERGSHEET 15 201.74' 7.61' NOT TO SCALE NO R CAP UNIT PER 6.5' RETAINING WALL TO BC DASHED LINE PLAN SHEETS 8 -16 (FG =211.0) REPRESENTS Aft 268- 121 -14-00 14.5' 2 EXISTING GRADE FINISHED GRADE _ �'11 CONSTRUCT T �1 VISTA DSM WALL 27o W 22 PER SHEET 16 BW = BOTTOM - AND SECTION B, r OF WALL AT CASE 2 ON FINISHED GRADE � SHEET , PRIVATE ROAD SECTION C L CONSTRUCT VEGETATED SWALE PERMEABLE PAVERS ORCO AQUA -BRIC OR APPROVED EQUAL 4" BASE COURSE LAYER }" TO 1 " AGGREGATE 12" SUB BASE COURSE LAYER j" TO 3" ANGULAR 4" PCC SIDEWALK PER SDRSD G -7 ILL OPENINGS IN 'AVER UNITS WITH Y4" 0 -%" AGGREGATE 2" BEDDING COURSE LAYER }" TO AGGREGATE NOTE PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. PER VIOUSPA VERS- TYPICAL DETAIL RET WALI PER PLAP EXISTING GRADE NOT TO SCALE I DASHED LINE REPRESENTS EXISTING GRADE Nor To SCALE RETAINING WALL - TYPICAL DETAIL NOT TO SCALE FLOWLINE- TYPICAL SEWM LAMR4L'rA6L.9 LOT q STATION IE 0 MAIN IE 0 PL DROP TO MAIN LENGTH SLOPE FG ® PL DEPTH 0 PL PAD EL BACKFLOW VALVE 1 DWY 'A' 1 +36.50 196.95' 198.36' 1.20' 10.5' 2.0% 206.78' 8.42' 206.0 YES 2 DWY 'A' 1 +67.70 197.27' 198.68' 1.20' 10.5' 2.0% 205.48' 6.80' 206.0 YES 3 DWY 'A' 1 +32.50 196.91' 198.32' 1.20' 10.5' 20% 206.08' 7.76' 205.0 YES 4 DWY 'A' 1 +86.12 197.46' 1 198.87' 1.20' 10.5' 1 2.09 204.31' 5.44' 1 205.0 YES 5 DWY 'B' 1+32.45 191.69' 1 193.10' 1.20' 10.5' 2.0% 201.13' 8.03' 200.0 YES 6 DWY 'B' 1 +67.46 192.05' 193.46' 1.20' 10.5' 2.0% 199.58' 6.12' 200.0 YES 9 DWY 'C' 1 +84.17 196.00' 197.41' 1.20' 10.5' 2.0% 203.49' 6.08' 204.0 NO 10 DWY 'C' 1 +45.40 193.63' 194.44' 1.20' 10.5' 2.0% 203.03' 8.59' 204.0 NO 11 DWY 'C' 1+66.28 194.91' 196.32' 1.20' 10.5' 20% 202.64' 6.32' 203.0 NO 12 IDWY 'C' 1 +30.50 192.72' 194.13' 1 1.20' 10.5' 2.0% 201.74' 7.61' 203.0 NO STORM DRAIN DATA NO. DELTA/BRG RADIUS LENGTH REMARKS 1 N2238'57 "E -- 30.31' 6" PVC 02.0% 2 NOO'40'07 "W -- 55.63' 6" PVC 0 2.0% 3 N88'O6'23 "E -- 7.76' 12" PVC 011.6% 4. NOO'11 '57 "W -- 65.85' 12" PVC 0 2.1% 5 N88'07'55 "W -- 3.35' 12" PVC 068.7% 6 N01 5625 "E -- 10.59' 12" PVC 0 3.0% ®7 N88 01'55 "W -- 3.30' 12" PVC 0 8.5% 8 N07'21'20 7E -- 90.16' 12" PVC 05.2% 9 N70'18'45 "E -- 15.03' 12" PVC 027.97. 1 N2951'45 "W -- 41.09' 18" PVC 0 1.0% 14 N022334 7E -- 51.80' 3" PVC 01.2% 15 N8803'27 "W -- 5.93' 3" PVC 0 1.0% NOT TO SCALE DETAIL EXISTING UTILITIES SHOWN HEREON ARE FROM BEST AVAILABLE RECORD INFORMATION. ACTUAL FIELD CONDITIONS MAY VARY CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. ANY DISCREPANCIES OR DEVIATIONS FROM THE PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD UPON DISCOVERY. SEWER AND WATER SHOWN HEREON FOR REFERENCE ONLY. REFER TO SEPARATE IMPROVEMENT PLAN 12582 -1 i -OR CONSTRUCTION (TYP.) CONSTRUCTIONNOTES° O 12" x 12" AREA DRAIN ® 18" x 18" BROOKS BOX OR EQUIVALENT QROFESS /0, ® CONSTRUCT DSM RETAINING WALL PER SHEETS 8 -16 �FA, Cl) G Lgly3oy y� ® CONSTRUCT KEYSTONE RETAINING WALL PER SHEETS 8 - 16 Z3 No. 80356 Z rn uj ® CONSTRUCT 1' TALL BY 5' WIDE CONCRETE SPLASH PAD r Exp. 12/31 /16 r." © INSTALL "NO PARKING FIRE LANE" SIGN ST CIVIC qrF OF CAI IFS P0ASCO URET SUITER & ASSOCIATES GRAPHIC SCALE 1 " =20' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 pleaengineering.com 20 0 20 40 60 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT S 9Y DRnw119Y cnEClcDeY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. AS-BOUT /lit -_ S - • 9 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDS JQO APPROV GRADING PLANS FOR: a{ �9 #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS )� -� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1 " =20' i'Yl� DATE: "(K'- I1 BY: _ a BY: A �/ /� A, L DRAIN CURB INLET. LOCATED ON THE YGG(Z LAtJJd.✓ DATE MASIH MAHE GLENN PRUIM MANZANITA COVE NORTH SIDE OF ENCINITAS BOULEVARD. R.C.E. N0. 80- - -- _ - - -- - - - - -- - - -- VERTICAL N� TYL R G LA IY50N ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 DATE. 4 116 _ DATE: _- / /� /MUP/DR/EIA/CDP A.P.N. 258 - 121 -12 & 13 g .S i CASE N0: 15 -008 TMDB SHEET 2 OF 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 d N REVISIONS APPROVED I DATE 1 i '.v T gNt5 TCH- - -- �1TYPE _ MIN (TYP.) �A I t, GRAPHIC SCALE 1 " =20' I NINE 11111111t 20 0 20 40 60 i- SEE LETTER OF PERMISSION FOR CAUTION? SURVEY OFF -SITE DRAINAGE IMPROVEMENTS iM NIIMENT 1pROTECT u t ` DATED _�laftGN N PLACE Ii �! 4' DG PATHWAY N TALL P R SO -75 l LANDSCAPE BERM #' a - �\ INSTALL 6" PCC S \ �' 45.8' CURB AND GUT77 CONSTRUCT CONCRE PER SDRSD G -2 1 { E ENERGY DISSIPATER R ` 5.T 3.0' 11.4' 4.2' 10.5' 11' SDRSD D -41A TC= 16.4 M IHIIAIL III �(FL =16P. y (FS= 1 �.8) EET �' f l A �c� V (5 =162.3 ) /' ��$$jjffJJ el i- /(6 � 4). iii �_ ii it a �i I IiL Ii �U ��,- PARKING STALL RETAINING WALL �. �i�l� iii':: > �� STING AC �� I ;- TG=164S.4 178.1 , -. APl1fi �'�� TO BE `REMOVED PER SHEET 12 AND TW®FG =1.78 9 I" - SECTION A, CASE 1 �_ " fl i AND REPtED� - _ - 12 PVC STORM fL ON SHEET 11 /EXISTING CURB W/ COfiICRETE DRAIN y /� & GUTTER 2 176.51 i 70 REMAIN, (FL= 1.6'2.2) BW®FG =170.9 , 7 FS= }�y,q. 1i�i -� CONSTRUCT KEYSTONE , �i 11id � '� GEOGRID WALL 3 �. (F5= 2.2) FL,T 162.15 DASHED LINE �` PER SHEET 13 16 �., REPRESENTS APPROXIMATE - EXIS77NG GRADE a'- -- V �- LIMITS Sr-OF o' CONSTRUCT KEYSTONE SAW CUTINEI �' �� ;�1�.,.�" � GEOGRID WALL 2 !: �f PER SHEET 12 �. OFFSITt'DNAGEDETAIL L,PER All r BIORETENTION BASIN PER IS�S'H�ET �� \ NOT TO SCALE DETAIL THIS SHEET �+ FG =200.0 8' 4' DG PA TH WA Y �.7L%C� TIONL 10' NOT TO SCALE CONSTRUCT KEYSTONE R GEOGRID WALL 6 PER SHEET 13 20' (FG= 203.2) - �� DASHED LINE 5' 12' 3' DASHED LINE w REPRESENTS - _ LOTS EXISTING GRADE �?. 4' q�g� 59 8% ' REPRESENTS 1` � EXISTING GRADE 0.5' 7W�GBACK 0� WALL�ii !i I'IG II ;�_ �T as SECTIDND CONSTRUCT KEYSTONE r - CONSTRUCT PCC BW®FG = 176.1 �_ I „ BROW DITCH PER GEOGRID WALL 3 = VEGETATED SWALEi ��;- i NOT TO SCALE PER SHEET 13 (- "' I = i SDRSD D -75 CONSTRUCT DSM (r.= RETAINING WALL 1 CONSTRUCT KEYSTONE CONSTRUCT KEYSTONE CONSTRUCT KEYSTONE -__{ PER SHEET 12 AND GEOGRID WALL 2 GEOGRID WALL 11 GRAVITY WALL 12 SEC77ON A, CASE 2 PER SHEET 13 PER SHEET 13 PER SHEET 12 ON SHEET 11 SECTIONF NOT TO SCALE 1.5' X 0.4' HMP 0.4' FREEBOARD 3' X 3' OUTLET STRUCTURE MID -FLOW WEIR & CONVEYANCE TOP OF GRATE IE--4-"-2% EL= 177.7 BIORETENTION 111,3 DROUGHT TOLERANT 4" ATRIUM EL- GROUNDCOVER PLAN77NGS TW = TOP OF GRATE 2 -,_� 178'1 Q WALL AT FINISHED 4 6"4 1 1 = TWCFG= 178.) 4.3' SURFACE CRUSHED W r "' 18" MIN. ENGINEERED SOIL TW-- -178.8 GRAVEL DITCH itNl� • I " il! SEE N01E BELOW WEEP 'OL WSEL, _,��„ 21 HOLE GRAVEL EL =175.0 i - E�- '''°1° „ CONSTRUCT KEYSTONE BACKF/LL TED PIPE -' 3 " -3/8" GRAVEL " ' GEOGRID WALL 4 FINISHED -, 4" FRENCH „ j I I I 1 i_ - "- " PER SHEET 13 GRADE DRAIN 2 FARRIC ��,_tii -ui- -III -" " ul 12 CLASS 2 - -i I NOTE: "ENGINEERED SOIL " LAYER SHALL BE MINIMUM 18" DEEP PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIORETEN77ON SOIL SPECIFICATION. DETAIL NOT TO SCALE CONSTRUCTIONNOTES: �3 CONSTRUCT DSM RETAINING WALL PER SHEETS 8 -16 ® CONSTRUCT KEYSTONE RETAINING WALL PER SHEETS 8 - 16 INSTALL 3.5" CTB OVER 9" CLASS it AB ACCESS ROAD © INSTALL "NO PARKING FIRE LANE" SIGN RETAINING WALL PER PLAN BASIN PER DETAIL THIS SHEET BROW DITCH PER SDRSD D -75 2' HIGH CONCRETE 1[-SPLASH WALL - RETAINING WALL IE /FL 18" PVC PER PLAN OUTLET PIPE 10' MIN O.C. 2' HIGH CONCRETE SPLASH WALL TOP OF WALL / BROW DITCH FL J IE /FL 18" PVC �- FL OUTLET PIPE SPLASH WALL- TYPICAL DETAIL NOT TO SCALE t - TW= 172.67 DASHED LINE) ( FG =170.1 REPRESENTS ) DASHED LINE EXIS77NG GRADE CONSTRUCT REPRESENTS INSTALL 3' BROW CONSTRUCT KEYSTONE RETAINING WALL EXISTING GRADE DITCH PER SDRSD GEOGRID WALL 20 PER PLAN D -75; FL =171.5 PER SHEET 16 WALL DRAINAGE SECTIONG TYPICAL DETAIL NOT TO SCALE NOT TO SCALE SB*R L4TER4L TA&E 12" x 12" AREA DRAIN O2 18" x 18' BROOKS BOX OR EQUIVALENT �3 CONSTRUCT DSM RETAINING WALL PER SHEETS 8 -16 ® CONSTRUCT KEYSTONE RETAINING WALL PER SHEETS 8 - 16 INSTALL 3.5" CTB OVER 9" CLASS it AB ACCESS ROAD © INSTALL "NO PARKING FIRE LANE" SIGN RETAINING WALL PER PLAN BASIN PER DETAIL THIS SHEET BROW DITCH PER SDRSD D -75 2' HIGH CONCRETE 1[-SPLASH WALL - RETAINING WALL IE /FL 18" PVC PER PLAN OUTLET PIPE 10' MIN O.C. 2' HIGH CONCRETE SPLASH WALL TOP OF WALL / BROW DITCH FL J IE /FL 18" PVC �- FL OUTLET PIPE SPLASH WALL- TYPICAL DETAIL NOT TO SCALE t - TW= 172.67 DASHED LINE) ( FG =170.1 REPRESENTS ) DASHED LINE EXIS77NG GRADE CONSTRUCT REPRESENTS INSTALL 3' BROW CONSTRUCT KEYSTONE RETAINING WALL EXISTING GRADE DITCH PER SDRSD GEOGRID WALL 20 PER PLAN D -75; FL =171.5 PER SHEET 16 WALL DRAINAGE SECTIONG TYPICAL DETAIL NOT TO SCALE NOT TO SCALE SB*R L4TER4L TA&E LOT fL STATION IE 0 MAIN !E 0 PL DROP TO MAIN LENGTH SLOPE FG 0 PL DEPTH 0 PL PAD EL BACKFLOW VALVE 7 PVT RD 4 +39.45 190.15' 191.60' 1.20' 125' 2.0% 199.1' 7.50' 201.0 NO 8 PVT RD 4 +74.60 188.80' 190.25' 1.20' 125' 2.0% 198.1' 7.85' 200.0 NO 11 DWY 'C' 1 +66.28 194.91' 196.32' 1.20' 10.5' 20% 202.64' 6.32' 203.0 NO 12 IDWY 'C' 1 +30.50 192.72' 1 194.13' 1.20' 1 10.5' 1 2.0% 1 201.74' 1 7.61' 1 203.0 1 NO 13 IPVT RD 5 +08.14 187.51' 1 188.99' 1 1.20' 1 13.8' 1 2.0% 1 196.9' 1 7.91' 198.0 1 NO 14 IPVT RD 5 +52.76 185.80' 1 187.50' 1 1.20' 1 24.8' 1 2.0% 1 196.3' 1 8.80' 198.0 1 NO STORM DRAIN DATA NO. DELTA /BRG RADIUS LENGTH REMARKS 1 a N2951'45 "W -- 41.09' 18" PVC 0 1.0% 11 N012355 "E -- 45.70' 18" PVC 0 LOX 1 N42'09'S1 "W -- 34.37' 18" PVC 0 1.0% 1 N23'05'12 "W -- 60.46' 18" PVC 0 LOX 1 N88'02'Ot "W -- 6.37' 3" PVC 0 15.6% 1 N8801'55 "W -- 40.33' 3" PVC 0 2.2% 1 N63131'18 "E -- 47.48 12" PVC 0 4.2% 1 N73'30'38 "W -- 70.13' 12" PVC 0 2.9% N73'30'38 "W -- 25.19' 12" PVC 0 4.0% 1 N4629'18 "E -- 7.74' 12" PVC 0 12.9% N4635'02 0E -- 21.18' 18" PVC 0 50.0% G No. 80356 Exp. 12/31 /16 & ASSOCIATES DML ENGINEERING + LAND PLANNING + LAND BURVEVING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 I fz 858.259.4812 ( plssengineering.com REFERENCES DATE DESIGNED DRAWN BY CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT BENCHMARK SCALE AS BUILT sPS sPS TcL CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV GRADING PLANS FOR: ill #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS " . I9 7322". SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1 =20' Arl DATE. BY: m -AAA1 BY: STORM DRAIN CURB INLET. LOCATED ON THE DATE a"- R.C.E. NO. 80356 MASIH MA ER GLENN PRUIM MANZANTA COVE NORTH SIDE OF ENCINITAS BOULEVARD. VER77CAL NIA R G LAWSON ELEVATION: 182995' DATUM: NAW88 EXP. 12 -31 -16 DATE S1 IV/ DATE. S/Y CASE N0: 15 -008 TMDB/MUP /DR /EIA /CDP A.P.N. 258- 121 -12 & 13 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 i 1 u 12582 -G SHEET 3 OF 18 PLSA 2103 ■KOR: 1-:10MARr► =-�a LINE LENGTH CHORD/BEARING 3 DELTA 4 COMMENTS Ll C6 1'FTOIIGE VIW� PR ►VOTE ROA�� ^ __- N 01 *58'05" E - - 6" G -2 CURB & GUTTER SCALE: Fal 1 4.71' - V ERT: 1" _-5' I NOTE.• FROM STA _. 1+71.51 'TO STA 3 +40.34: TOP OF 6° CURB 12' L4FT = CL ELEV + 0.74' _ - I NOTE.• NOTE- FROM. STA 4+JI.12 TO STA 4 +37.12.. STAB 4tB 12 TO STA 4 #99, 6; TDP OF 5" CURB 12' LEFT = CL _�LEV t _0,2fz 6" G -2 CURB & GUTTER FROM STA STA 1 +33.51 TO STA 3 +40.18 TO STA 1163.81, 4+12.18: STA 1 +94.18 TO STA 2 04.18, STA 2.34.18 TO STA 3 +00.18, TOP OF 6," CURB 12 RIGHT = CL 44V + 0.26' Sim _ 6" G -1 CURB 6" G -2 CURB & GUTTER 41.1/1 LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS COMMENTS Ll C6 29.67' N 01 *58'05" E - - 6" G -2 CURB & GUTTER 6" G -2 CURB & GUTTER Fal 1 4.71' - 3 LF A = 900'0" 6" G -2 CURB & GUTTER 6" G -2 CURB & GUTTER 1.2 L12 1 5.50' N 8801'55" W - - 6" G -1 CURB 6" G -2 CURB & GUTTER 1.3 Cfi 1 25.00' N 0158'05" E _ _ 6" G -1 CURB 6" G -2 CURB & GUTTER L4 L13 1 5.50' N 8801'55" W - - 6" G -1 CURB 6" G -1 CURB C21 1 1 4.71' - 3 LF A = 90'0'0" 6" G -2 CURB & GUTTER 6" G -1 CURB L51 15 6.00' N 015805" E - - 6" G -2 CURB & GUTTER 6" G -1 CURB L6 C9 10.00' N 0158'05" E - - 6" G -2 CURB & GUTTER 6" G -2 CURB & GUTTER C31 16 4.71' - 3 LF A = 90'0'0" 6" G -2 CURB & GUTTER 6" G -2 CURB & GUTTER L7 5.50' N 8801'55" W - 3 LF 6" G -1 CURB 6" G -1 CURB L6 L17 45.00' N 01 58'05" E - - 6" G -1 CURB 6" G -1 CURB L9 Lib 5.50' N 88'01'55" W - - 6" G -1 CURB 6" G -1 CURB C4 L19 4.71' - 3 LF A = 9010'0" 6" G -2 CURB & GUTTER 6" G -1 CURB L1Q Cll 66.00' N 0158'05° E - - 6" G -2 CURB & GUTTER 6" G -1 CURB L11 72.00' N 0158'05" E - - 6" G -2 CURB & GUTTER 6" G -1 CURB C5 31.37' ld = 6491'57" 6" G -9 CURR & ruTTFR ❑ C" DATA TABLE LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS 406.80' C6 - 175.70' - 36 LF 6 = 27938'09 6" G -2 CURB & GUTTER - C7 1 17.32' - 28 LF 6 = 3526'11" 6" G -2 CURB & GUTTER L12 11.54' N 01 58'05" E - - 6" G -2 CURB & GUTTER Cfi 4.71' - 3 LF 6 = 9000'00 6" G -2 CURB & GUTTER L13 5.50' N 88'01'55" W - - 6" G -1 CURB 1 45.00' N 0158'05" E - - 6" G -1 CURB 15 5.50' N 88 °01'55" W - - 6" G -1 CURB C9 4.71' - 3 LF A = 90'0'0" 6" G -2 CURB & GUTTER 16 6.00' N 0158'05" E - - 6" G -2 CURB & GUTTER 4.71' - 3 LF 6 = 90'00'00 6" G -1 CURB L17 5.50' N 88'01'55" W - - 6" G -1 CURB Lib 45.00' N 01 58'05" E - - 6" G -1 CURB L19 5.50' N 88'01'55" W - - 6" G -1 CURB Cll 4.71' - 3 LF 6 = 90'00'00 6" G -1 CURB 20266' N 0158'05" E - - 6" G -1 CURB PM STA:4 +50.QO PM ELEV:199.05 �. _LVC:40.0 c r .1h -4. O PWATEf1OAD - (B1I MJ EDATA LINE LENGTH CHORD /BEARING RADIUS DELTA 1 406.80' N 0158'05" E - 2 12.14' N 8801'55" W - - UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING U71LITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCA77ON AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. CONSTRUCTION NOTES: O INSTALL 16' PCC DRIVEWAY PER SDRSD G -14D �2 INSTALL PCC CROSS GUTTER PER SDRSD G -12 Q INSTALL ADA CURB RAMP PER SDRSD G -27 A WITH 4' X 4' LANDING AT 2.0% MAX ® INSTALL ADA CURB RAMP PER SDRSD G -31 D WITH 4' X 4' LANDING AT 2.0% MAX O5 INSTALL ADA CURB RAMP PER SORSO G -29 TYPE C WITH 4' X 4' LANDING AT 2.0% MAX STA 2 +00 TOP OF G -2 LOW - POINT.= 494 9 - - -..., . _. URB. AND, GUI CL TYPE A CURB INLET aca dnRCn n -n1 PFR 19582 -G 1 FIRE DEPARTMENT NOTES: INSTALL TWO -SIDED 'BLUE DOT' REFLEC77YE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUC77ON MATERIALS TO 774E PROJECT SITE ALL OF THE FOLLOWING COND177ONS SHALL BE COMPLETED TO THE SA77SFACT70N OF THE FlRE DEPARTMENT: 1. ALL WET AND DRY U77LI77ES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY Z AS A MINIMUM THE FIRST LIFT OF ASPHALT PAYING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES 3. ALL FlRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIRE DEPAR7MENT AND APPLICABLE WATER DISTRICT V2 qa ui tl/4 ti �' y i w Q U IY O Q.� OPOSED GRADE 00 i� ;¢vl D] AT ROAD CL ¢ _ _ SCALE HORIZ 1`_-10' -- - NOTE. • FROM STA, 1 +22.0 TO STA 1 +47.8 AND STA 1+85.1 TO STA1 +99.0: o TOR, OF 6" CURB,10'LEFT = CL ELEV t .05? i I _o N07E FR QM STA, '1+ 2.0 2RIGHTT TO STA 1 +478 AND TA 1 +851 TO STA" fi+ :__ 2 o TOP OF 6� CURB' 10 =1 CL ELEV t .95'S C' Z NOTE FROM-STA 1+478 TO -STA _ _ J I +85.1.- TOP - -OF 0--- -CURB 10 LEFT - -�L- -ELEV 45 ° NOTE FROM STA 1 +47.8 TO STA 1 +85.1: TOP OF 0" CURS 10' RIGHT = ICL ELEV + .45' 1 O vOio __ lT OD_.. NWLYCRSTA =1 +01.51 _. -__. .. ¢ZV APPROXIMATE EXISTING -2.0% 3 13 + GRADE AT CENTERLINE - -- o+ 7M-m- QZ Q °JW OJQ� ui tl/4 ti �' y i w Q U IY O Q.� OPOSED GRADE 00 i� ;¢vl D] AT ROAD CL ¢ _ _ SCALE HORIZ 1`_-10' -- - N+ 2 ^ 1° q F F Z P 2 M± fY °D CLASS 305 WATER. MAIN_ °F 1 I II - - - -- 5.Or" 4.5% -- -- M26 $ _. ,.. ... N QI N + a 00 + rO to W T _ ........./ 4/ .. .._ _..... 4 LAY /4 4 4� ^Q _ 4- ....... �_..� j �-� vli G7.._ -- - -' ._ -o It' M -'__. t r- O vOio __ lT OD_.. NWLYCRSTA =1 +01.51 _. -__. .. ¢ZV U -2.0% 3 13 + � II C� + o 7M-m- QZ Q °JW OJQ� "5.D %E._ VJ W ` < ; H J II N m - ,., � 1.5% 1.5% .. 3 L7 LOT' APPROXIMATE tti __ _ __.._ ____- __ --__ ___._._ CD _ O 60 1 n 0 0 L8 Q ° 2.00' GRADE AT CENTERLINE �6 9 w NWLY CURB RETURN PROFILE. r) WY 'A' -- g OPOSED GRADE SCALE: HORIZ.• 1".20' VERT.• 1 " =5' ;¢vl D] AT ROAD CL ¢ _ _ SCALE HORIZ 1`_-10' -- - N+ 2 ^ 1° q VERT.• 1 " =5' Z P 2 M± fY 6" G -1 CURB CLASS 305 WATER. MAIN_ °F 1 I II It ui NO 7E. -- -- M26 $ _. ,.. ... N -4 "�C�i� 2 a -- CL 2 W T _ ........./ 4/ .. .._ _..... 4 LAY /4 4 4� ^Q _ 4- ....... TC- ,+ j 2 OO tr _ _ O_. 89 LF F PUBLIC 8" PVC SDR 35 SEWERS to G1 +UV ! to FROM STA 1 +43�fi0 Q - h -STA- 1+85:1: TOP 7iF- 0"-CURB- tO`tEFT - Cr -EtfV - .33 ¢ZV QZU _hig PROFILE VIEW DRIVEWAY 'A' C1 ti t '}^,r a z L1 ❑ SCALE: HORIZ.• 1".20' VERT.• 1 " =5' ;¢vl D] o� Opp °p N+ 2 ^ 1° q Lat Z P 2 M± fY 6" G -1 CURB + °F cq C 00 NO 7E. 00 CC Q: ��K ±U -4 "�C�i� 2 a 2 CL 2 W Rm TC- ,+ (n 00 N�Of "< 2 OO 4 2 NO a to G1 +UV ! to FROM STA 1 +43�fi0 Q - h -STA- 1+85:1: TOP 7iF- 0"-CURB- tO`tEFT - Cr -EtfV - .33 ¢ZV QZU 11.90' 3 13 + II O � II C� QZ YA ELEV + .33' QZ Q °JW OJQ� N U tnU V. 200' a: - - 6" G -1 CURB " o` - U .. 3 L7 LOT' APPROXIMATE tti Of CD _ O 60 1 n 0 0 L8 Q ° 2.00' C1 ti t '}^,r a z L1 ❑ +W ;¢vl D] 6 II Qz Qz °p N+ 2 ^ 1° q Lat a 2 I TOP OF 6" CURB 10' LEFT ELEV .17' M± fY 6" G -1 CURB + y VIEW DRIVEWAY 'A' I NO 7E. _o o0Z o,^�z CC Q: cc ± °�iP o + 0 C-4 o C1 ti t '}^,r a z L1 ❑ +W ;¢vl D] 6 II Qz Qz °p N+ 2 ^ 1° q Lat a 2 I TOP OF 6" CURB 10' LEFT ELEV .17' M± fY 6" G -1 CURB + y VIEW DRIVEWAY 'A' 3.00' NO 7E. _o o0Z o,^�z CC Q: cc ± °�iP o + 0 C-4 o ° o° ,- + o TOP OF 6 CURB 10 RIGHT = • CL ELEV + .83' Rm TC- ,+ (n 00 N�Of "< 2 OO 4 2 NO a to G1 +UV ! to FROM STA 1 +43�fi0 Q - h -STA- 1+85:1: TOP 7iF- 0"-CURB- tO`tEFT - Cr -EtfV - .33 O' L4 11.90' fYmyc° - 5.01 -- TC� . __- _. SN!LY CR STA = 1 +08.63 - I LOW POINT =,20Z21 -- SWLY CURB RETURN PROFILE. DWY 'A' SCALE. • HORIZ.• 1 "=10' VERT.• 1"=5' 18" X 18" BROOKS BOX INLET OR EQUAL. STENCIL AND STAMP 6" PCC CURB & PER CASQA FACT SHEET SD -13 GUTTER PER IE = =199.0 9.0 SDRSD G -2 TC= 203.83 FL= 203.33 TC= 203.9 12" PVC DRAW FL =203.4 PIPE PER TC =203.9 GRADING PLAN FL =203.4 6" PCC CURB & GUTTER PER SDRSD G -2 DETAIL A SCALE: NTS I 18" X 18" BROOKS BOX INLET OR EQUAL. STENCIL AND STAMP 6" PCC CURB & PER CASQA FACT SHEET SD -13 GUTTER PER TG= 198.0 SDRSD G -2 IE =194.0 TC =198.5 FL =198.0 TC =198.6 12" PVC DRAIN �( FL =198.1 PIPE PER TC =198. GRADING PLAN FL =198.1 6" PCC CURB & GUTTER PER SDRSD G -2 NOTE. • +W ;¢vl D] J ¢'� Qz Qz °p N+ 2 ^ b y to oQ: o� TOP OF 6" CURB 10' LEFT ELEV .17' M± fY 6" G -1 CURB + PLAN VIEW DRIVEWAY 'A' - 5.01 -- TC� . __- _. SN!LY CR STA = 1 +08.63 - I LOW POINT =,20Z21 -- SWLY CURB RETURN PROFILE. DWY 'A' SCALE. • HORIZ.• 1 "=10' VERT.• 1"=5' 18" X 18" BROOKS BOX INLET OR EQUAL. STENCIL AND STAMP 6" PCC CURB & PER CASQA FACT SHEET SD -13 GUTTER PER IE = =199.0 9.0 SDRSD G -2 TC= 203.83 FL= 203.33 TC= 203.9 12" PVC DRAW FL =203.4 PIPE PER TC =203.9 GRADING PLAN FL =203.4 6" PCC CURB & GUTTER PER SDRSD G -2 DETAIL A SCALE: NTS I 18" X 18" BROOKS BOX INLET OR EQUAL. STENCIL AND STAMP 6" PCC CURB & PER CASQA FACT SHEET SD -13 GUTTER PER TG= 198.0 SDRSD G -2 IE =194.0 TC =198.5 FL =198.0 TC =198.6 12" PVC DRAIN �( FL =198.1 PIPE PER TC =198. GRADING PLAN FL =198.1 6" PCC CURB & GUTTER PER SDRSD G -2 11uj ?1 LF OF PUBLIC 8" 4 4/4 4/4 PVC- -SDR _ 35- SEWER ___ T_ . _ ( U I MAIN 0 1.0% CD tOW- -.- N N .. Vy SW1Y_CR_S1A, 1+D&63. LOW POINT = 201.53 100 420 _ PROFILE VIEW DRIVEWAY 'B' SW'LY CURB RETURN PROFILE- DWY 'B' SCALE: HORIZ• 1 "=20' SCALE: HORIZ.• 1 "=10' VERT.• 1"=5' VERT.• I"=5' C4+ o+ �2 W Ooo 2 Z I JQ I-_ } � O Q q¢ z ,� o o f 7 M 15.7T'- ,.._ I_. ci W5 to °'+� tj i' Q y 4/4141414/41 4 Q y rnm UU Mo I ' to 0]ZV mZ ^Q(n N ®� 8 N N O O t7I J z 3 4m II o Z II II N N W ti D W II W g II _.. .._ _...F p- G�JW UJW CnVit1W tntn�W I- H F i .` LOT 7 ��se ��+ ° I { L9 LS { TI L7 00 SCALE: HORIZ.• 1 "=10' Ct VERT• 1" =5' W L1 y ., . • ' 13 L5 L6 i r I ! ° II a II II i ° • a L�T ff L ] ° - 15 I - J gi -4/4 4/4t-4/4,1 4/4 I I ^ f , ^>o NOTE. • FROM STA 1 +220 TO STA 1+478 AND STA 1+85.1 TO STA1+99.9: d = 900'0" °p N+ 2 ^ 0 Z -- O O TOP OF 6" CURB 10' LEFT ELEV .17' M± W 6" G -1 CURB + L2 ,' -._ 3.00' NO 7E. FROM STA 1 ±220 _= _t.L --_ -_ TO _TA 1 +47.8 AID STA _ ---- _ -. ___._. 1+85.1 TO STA 1 +90.9: ± In in 15.71' ^ ,- + o TOP OF 6 CURB 10 RIGHT = • CL ELEV + .83' Rm TC- ,+ { L3 1 ^ 2 NGrTE FROM STA 1 +43�fi0 Q - h -STA- 1+85:1: TOP 7iF- 0"-CURB- tO`tEFT - Cr -EtfV - .33 ` L4 11.90' fYmyc° mtis NOTE. FROM STA 1 +47.8 TO STA 1 +85.1: TOP OF 0 " CUR B 10 RIGHT CL YA ELEV + .33' 4/414/414/4 N 0158'05" E 4 N cn O o of 1_6 200' a: - - 6" G -1 CURB " o` - U + L7 13.40' APPROXIMATE tti Of CD _ O 60 1 n 0 0 L8 Q ° 2.00' GRADE AT CENTERLINE - - N N Z N o N ± - __ II II 11 II 77.94' - - o _ IQI - N sF L11 5. 3 21.40' 15.71' - 10 LF • N J �� y + W _ s _ i O M ____- I -�, -, _- # Q __ _ I - _- _.._._.__.W..- ----. _. -2.0% ¢ J_ ¢ ^ I NWLY CR STA = 1 +01.51 N W i It u .- 1- J T' HIGH POINT = 201.04 1.5% � =- v pp .5% 0 NWLY CURB RETURN PROFILE. DWY 'B' d ;PROPOSED G DE -+ SCALE: HORIZ: 1"--10' „ TOP OF 4 PVC VERT 1"--5' CLASS 305 I WATER MAIN I 11uj ?1 LF OF PUBLIC 8" 4 4/4 4/4 PVC- -SDR _ 35- SEWER ___ T_ . _ ( U I MAIN 0 1.0% CD tOW- -.- N N .. Vy SW1Y_CR_S1A, 1+D&63. LOW POINT = 201.53 100 420 _ PROFILE VIEW DRIVEWAY 'B' SW'LY CURB RETURN PROFILE- DWY 'B' SCALE: HORIZ• 1 "=20' SCALE: HORIZ.• 1 "=10' VERT.• 1"=5' VERT.• I"=5' C4+ o+ �2 W Ooo 2 Z I JQ I-_ } � O Q q¢ z ,� o o f 7 M 15.7T'- ,.._ I_. ci W5 to °'+� tj i' Q y 4/4141414/41 4 Q y rnm UU Mo I ' to 0]ZV mZ ^Q(n N ®� 8 N N O O t7I J z 3 4m II o Z II II N N W ti D W II W g II _.. .._ _...F p- G�JW UJW CnVit1W tntn�W I- H F i .` LOT 7 ��se ��+ ° I { L9 LS { TI L7 00 SCALE: HORIZ.• 1 "=10' Ct VERT• 1" =5' W L1 y ., . • ' 13 L5 L6 i r I ! ° II a II II i ° • a L�T ff L ] ° - 15 I - J gi -4/4 4/4t-4/4,1 4/4 I I ^ f , ^>o °OOH °N� O, - ~K3 d = 900'0" °p N+ 2 ^ 0 Z 0 O O N 8801'55" W M± W 6" G -1 CURB + L2 100.00' 3.00' C14 (n tVQm ac 2 a 2 CL In in +�O .- U U ^ U Ld td td Rm 3' TRANS. TO ZERO HT. CURB L4 L3 3.00' N 8801'55" W �3 W 3' TRANS. TO 6" G -1 CURB ZERO HT. CURB LS L4 11.90' fYmyc° mtis - Qz QZ a-Q L5 3N N 0158'05" E tnU tnU 6" G -2 CURB & GUTTER o of 1_6 200' N 8801'55" W - - 6" G -1 CURB " oc E7 L7 13.40' 2.00' N 88'01'55" W PLAN VIEW DRIVEWAY By 6" G -2 C &G - SEE DETAIL C iaw rrJZv SW'LY CURB RETURN PROFILE= DWY 'C' SCALE. • HORIZ.• 1" --10' SCALE 1"--20' DETAIL B SCALE: 1 " =20' ' VERT.• 1 " =5' ❑ CM DATA TAB SCALE: Nrs LINE I LENGTH CHORD/BEARING RADIUS DELTA COMMENTS C1 LINE 15.71' - 10 LF d = 900'0" G -27 PED RAMP 99.94' Lt - 22.83' N 8801'55" W - - 6" G -1 CURB G -27 PED RAMP L2 100.00' 3.00' N 88101'55" W - - 3' TRANS. TO ZERO HT. CURB 6" G -1 CURB L3 L2 37.21' N 8801'55" W - - ZERO HT. CURB 3' TRANS. TO ZERO HT. CURB L4 L3 3.00' N 8801'55" W - - 3' TRANS. TO 6" G -1 CURB ZERO HT. CURB LS L4 11.90' N 88'01'55" W - - 6" G -1 CURB 3' TRANS. TO 6" G -1 CURB L6 L5 18.00' N 0158'05" E - - 6" G -2 CURB & GUTTER 6" G -1 CURB L7 1_6 200' N 8801'55" W - - 6" G -1 CURB " 6" G -1 CURB L8 I ZOO N 0158'05" E - - 6 G -1 CURB CSVTSWMDA7A TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA DWY 'A' 99.94' N 88'01'55" W - - F WY 'B' 99.94' N 88'01'55" IN 6" G -2 CURB & GUTTER G -27 PED RAMP WY 'C' 100.00' N 88'01'55" IN - - L9 CEM DATA TABLE ZOO' N 88'01'55" W - - 6" G -1 CURB COMMENTS L10 Ct 11.90' N 88'01'55" W - - 6" G -2 CURB & GUTTER G -27 PED RAMP 1 [01 3.00' N 88'01'55" W - - 3' TRANS. TO ZERO HT CURB 6" G -1 CURB L12 L2 37.21' N 88'01'55" W - - ZERO HT CURB 3' TRANS. TO ZERO HT. CURB L13 L3 3.00' N 8801'55" W - - 3' TRANS. TO 6" G -2 C &G ZERO HT. CURB 14 L4 22.83' N 88'01'55" W - - 6" G -2 CURB & GUTTER 3' TRANS. TO 6" G -1 CURB C2 L5 15.71' - 10 LF d = 90'0'0" G -27 PED RAMP 6" G -1 CURB L6 ❑ CEM DATA TABLE LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS C11 Ct 1 15.71' 15.71' - 10 LF d = 900'0" G -27 PED RAMP L1 [01 1 21.40' 22.83' N 8801'55" W - - 6" G -1 CURB L2 L2 i 3.00' N 8801'55" W - - 3' TRANS. TO ZERO HT. CURB +W� L3 37.21' 37.21' N 88'01'55" W - - ZERO HT. CURB L41 L4 +�� 3.00' N 88'01'55" W - - 3' TRANS. TO 6" G -1 CURB o L5 1 13.40' 1 11.90' N 88'01'55" W - - 6" G -1 CURB L6 1_6 1 20.00' 1 18.00' N 01 58'05" E - - 6" G -1 CURB E7 L7 13.40' 2.00' N 88'01'55" W - - 6" G -2 C &G - SEE DETAIL C L8 LS 3.00' 2.00' N 0158'05" E - - 6" G -2 C &G - SEE DETAIL C VIEW 79 'Cl 2.00' N 8801'55" W - - 6" G -2 C &G - SEE DETAIL C 10 MO 3.00' 77.94' N 88'01'55" W - - 6" G -2 CURB & GUTTER L11 72' 21.40' 15.71' - 10 LF IA = 90 0'0" MODIFIED PED RAMP NOTE: FROM STA 1 +46.4 TO STA 2 +00: TOP OF 6"; CURB 10' LEFT = CL ELEV;+ .17' NOTE: FROM STA 1 +46.4 TO STA 2 +60: TOP OF 6" CURB 10' RIGHT = CL ELEV + .83' NOTE FROM STA 1 +46.4 TO STA 2 +7X(L TOP OF O" CURB l0' -LEST = "CL ELEV; -" 0.33' NOTE FROM STA 1 +46.4 TO STA 2 +Q0: TOP OF 0*, CURB 10 RIGHT = CL ELEV + 0.33 1 uo APPROXIMATE EXISTING U) 6AOE AT-CENTERLINE-l-, to �t °o iq +ri_ y^ p1 1% 1.1% 0 a u II N J II - TOP; OF 4" PVC 0.0% I __L CLASS 305 _ WATER MAIN PROPOSED -GRADE �- AT ROAD CL 87 LF OF PUBLIC 8" PVC SOIL -35 -SEWER MAIN 0 5.9% 1 +80 li'60 1W 1f10 -1 PROFILE VIEW DRIVEWAY 'C' SCALE: HORIZ.• 1 "=20' VERT• 1 " =5' O °o o `: � Z 04 + U� +ULW W oc � ~ S s� Z U U Z U II ? }} II I- W Q � 1- W Z tY p tb J S L8 S 10 ■ L4 El L J /� 9.. J a J L1 qq 1Y -a T a J a RADIUS � �+ COMMENTS C11 1 15.71' - k d = 90'0'0" MODIFIED PIED RAMP L1 1 21.40' _j 3Q JQ - C4+ L2 i N 88'01'55" W ^W OU OU +W� 37.21' N 88'01'55" W N-C Do N_htC ZERO HT. CURB pp L41 +10 +�� 16 - ^UU ^>-U o 1 13.40' N 88 01'55" W - TU 6" G -1 CURB L6 W~� 1 20.00' yU to ' h II E7 13.40' III - - 6" G -2 CURB & GUTTER L8 3.00' N 88'01'55" W - J 3' TRANS. TO ZERO HT. CURB PLAN VIEW DRIVEWAY 'Cl N 8801'55" IN SCALE. 1`--20' ❑ CIAO DATA TABLE LINE I LENGTH CHORD/BEARING RADIUS DELTA COMMENTS C11 1 15.71' - 10 LF d = 90'0'0" MODIFIED PIED RAMP L1 1 21.40' N 8801'55" W - - 6" G -1 CURB & PED RAMP L2 1 3.00' N 88'01'55" W - - 3' TRANS. TO ZERO HL CURB 1_3 37.21' N 88'01'55" W - - ZERO HT. CURB L41 1 3.00' N 88'01'55" W - - 3' TRANS. TO 6" G -1 CURB L5 1 13.40' N 88 01'55" W - - 6" G -1 CURB L6 1 20.00' N 0158'05" E - - 6" G -1 CURB E7 13.40' N 88'01'55" W - - 6" G -2 CURB & GUTTER L8 3.00' N 88'01'55" W - - 3' TRANS. TO ZERO HT. CURB L' 37.21' N 8801'55" IN - - ZERO HT. CURB 10 3.00' N 88'01'55" W - - 3' TRANS. TO 6" G -2 C &G L11 21.40' N 88'01'55" W 6" G 2 C &G & PED RAMP C2 15.71' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAW BY CtETGL BY ENGINEERING DIVISION APPROV 1s- B1i1L�' ?' I 3• CITY OF ENCINITAS SURVEY CONTROL POINT /y PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED JQO APPRO / #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1 " =20' fy qYL� 7322 ", SET IN THE NORTHWEST CORNER OF A DATE: �' BY.' BY: STORM DRAIN CURB INLET. LOCATED ON THE DATE R.C.E. N0. 80356 MASIH MAHER GLENN PRUIM NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL N4A TYL& G LAWSON _ EXP. 12 -31 -16 ELEVATION: 182.995' DATUM: NAW88 DATE S/R / 1(o DATE: i °o O ti y y� R G LA o Z No. 80356 Exp. 12/31/16 10 LF d = 90'0'0" MODIFIED PED RAMP PASCO L/' \RET SUIiER GRAPHIC SCALE 1 " =20' 8t ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 20 0 20 40 60 ph 858.259.82121 fr 858.259.4812 1 plaaengineering.com CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PRIVATE STREET (DRIVEWAYS 'A' , 'B' AND 'C') PLANS FOR: MANZANITA COVE 12582 -G CASE NO: 15 -008 TMDB/MUP/DR/EIA/CDP A.P.N. 258 - 121 -12 & 13 SHEET 5 OF 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 v` + + + + -r + + + + + + + + +- + + + + + + + + + + + + + + + + + + tiJ + + + + + + + �- + + + + + - + { + + + + + + + + + + + + + + + + + \\ I + + + + + + + + + + + + + + + + + �_ + + + + + + + + + + + + + + + + + + + + + + + - i f + 4- + + + + + + + + + + + + +A OT + + + + � + + + + + + + i- -I- + + } + + + + + + + + + + + + P+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + } L+OT + + + + + + + + + + + + LOT + + + + + + + + + + + K' EROSION CONTRO �s I LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A • .. .. = GRAVEL BAGS PER DETAIL B (D(D(D SILT FENCE PER DETAIL C HHYDROSEED PER EC -4 _ + + i + i- + 4AD� +P + I i + FIBER ROLLS PER SE -5 + + + ++ +� ++ ++ ++ + ++ ++ ++ + } ++ + + + + + + + ++ + + ++ �+ + + + FR u + -F LOIYi + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +12 + + + + + + + + + + + + + 7bAD fO + + + + + + + + + .1- -rte } + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + V + \ A + + + + + + + + + + + + + + u + + + + + + + + { r + + + + + + + + + + + + + + 4A 4 + + + + + + + + + + + + + + + + + + + + W _ + + + + p + W _. __ A + + + + + + + + + + + + + +" + + + a • ♦d , e T + + + + + + + + + + + + ° ♦d + + - + W Pe °�r'o� c + + + + + + + + + + + + + + + + + + + + d + + + + + + + + + + + + + + + +- + + A + + + + + + + + + + + + + + + + + + + + + + + + + + + 20' RADIUS 50' MIN + + + + + + + MIN. + + + + + + + + + + + + + { + + + + + + { + + + + + + + + + + + + + + + + + + + + + + DETAIL A: CONSTRUCTION ENTRANCE + + + + + + + + + + + + + + + + + + + + + + + + + + -1- +- + + + + + { + + + + + + + + + J NOT TO SCALE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + -I- + + + + + + + + + + + + + ++ �f + + + + � + + + + + + + + + + + + + + + + + + +- + + + + jf 314" MIN COARSE + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + �� + ` AGGREGATE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + FABRIC + + + + + + I + + + + + + + + + + + + + + + ORIGINAL + + + + + + + + + + + + + + + + + + ` GRADE + + LOT + + + + + + + + } + + + -1L�OTfn+ + + + + + + •LOT$+ + + } + + + + + + + + + + + + + ++ ;� a •• .. �- + +P'�ei + -f- + + + +-P/YI'7 W + + + + + + + + + + + + + + + + + i ♦ ♦d• • e + + + + + + •: + + + 1.1' MIN., UNLESS OTHERWISE + + + + + + + + + + + �ADw&W + PA&MO -a3 + �+,/ +- SPECIFIED BY A SOILS ENGINEER + + + + + + + + + + + + + + + + + + + + + + + + + + SECTION A-A I + + + 1�OTP + + + + + +` + + + + + + ry ' + + + +PAD 2 + + + + + + + LOLI4 + + + LOT B + + + + + + + + + �� + + + P + + + PADO + + + + + + + + + + + + + + +- + + + + + + + + + +- + + + + + + + + + + + + + + -�'� + + NOTE: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �'' + + CONTRACTOR TO MODIFlY CONSRUCTION + + + +- + + + + + +- + + + + + + + ENTRANCE !N THE FIELD AS NECESSARY + + + + + + + + + + + + + + + + FIR EYCE+ + + + + + + + + + + +- + + + + / CONSTRUCT SEDIMENT BARRIER AND + + +- + + + + DEi� C + + + + + + + + CHANNEUZE RUNOFF TO SEDIMENT + + + + + + + + + + + + + + + + + + + + + +�1j TRAPPING DEVICE + + + + + + + + + >+ FR 7—+FR �R - f<' + + + + + + + + �• + / + + + + + + + + + +- + + + _ _t + + + + + + + + + + + + + + + + + +p�D T,q�C R + +F + R + + + DESILTING BASIN NOTE: + �+ + + + + + + + { { BIORETENTION BASINS SHALL BE EXCAVATED AND USED SL SHALL BE BCOMPLETELYG CONSTRUCTION. REMOVEDnO E SILT AND THE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ll:T�c<>'1.7V�1 rFy TWO LAYERS OF GRA VEL BAGS WITH ENDS OVERLAPPED TWO LAYERS -r - - OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS ° r _ S ACHIEVED, PRIOR TO OCCUPANCY BIORETENTION BASIN COMPLETED ONCE FINAL SITE SET POSTS AND EXCAVATE A ,.e, o ,i� ' =�_ ,�` " ( "' • J � - - ", ; i- ,_ _ _- STABILIZATION t VED, 4 BY 4 IN (10 BY 10 CM) p �+ AND /OR FINAL. TRENCH UPSLOPE FROM AND STORMVVATER POLLUTION CONTROL BMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE SEDIMENT CONTROL NOTES ALONG THE LINE OF POSTS RELATIVE TO CONSTRUCTION ACTIVITIES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 ,y CONCRETE WASHOUT PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE Mr 3 WITH GRAVEL BAGS• SEE DETAIL B THIS SHEET. h ° CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA T - ° ° ° Q EA 0 CONTAIN WASHOUT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE 2, INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1; SEE DETAIL C WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 774E STORMWATER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER. CONTRACTOR SHALL POST A SIGN m- -- _— THIS SHEET. 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION - -r -; EACH _ °° _7 ��- -' r- LII DESIGNA77NG THE WASHOUT LOCATION. PROTECTED W77H SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT y BENCHMARK SCALE AS BUILT CONSTRUCTION SITE ACCESS THE PERIMETER AT ALL TIMES. SHEET TC -1 ADJUST SIZE AS REQUIRED), SEE DETAIL A ( ) THIS SHEET. 5- 1L + + + + + +- + + + + + + + + + + - + + + + + + + + + + + + + + + + + + -r + + + + + + + + +- + + + + + + + + + + + + + + + + + + tiJ + + + + + + + �- + + + + + - + { + + + + + + + + + + + + + + + + + \\ I + + + + + + + + + + + + + + + + + �_ + + + + + + + + + + + + + + + + + + + + + + + - i f + 4- + + + + + + + + + + + + +A OT + + + + � + + + + + + + i- -I- + + } + + + + + + + + + + + + P+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + } L+OT + + + + + + + + + + + + LOT + + + + + + + + + + + K' EROSION CONTRO �s I LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A • .. .. = GRAVEL BAGS PER DETAIL B (D(D(D SILT FENCE PER DETAIL C HHYDROSEED PER EC -4 _ + + i + i- + 4AD� +P + I i + FIBER ROLLS PER SE -5 + + + ++ +� ++ ++ ++ + ++ ++ ++ + } ++ + + + + + + + ++ + + ++ �+ + + + FR u + -F LOIYi + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +12 + + + + + + + + + + + + + 7bAD fO + + + + + + + + + .1- -rte } + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + V + \ A + + + + + + + + + + + + + + u + + + + + + + + { r + + + + + + + + + + + + + + 4A 4 + + + + + + + + + + + + + + + + + + + + W _ + + + + p + W _. __ A + + + + + + + + + + + + + +" + + + a • ♦d , e T + + + + + + + + + + + + ° ♦d + + - + W Pe °�r'o� c + + + + + + + + + + + + + + + + + + + + d + + + + + + + + + + + + + + + +- + + A + + + + + + + + + + + + + + + + + + + + + + + + + + + 20' RADIUS 50' MIN + + + + + + + MIN. + + + + + + + + + + + + + { + + + + + + { + + + + + + + + + + + + + + + + + + + + + + DETAIL A: CONSTRUCTION ENTRANCE + + + + + + + + + + + + + + + + + + + + + + + + + + -1- +- + + + + + { + + + + + + + + + J NOT TO SCALE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + -I- + + + + + + + + + + + + + ++ �f + + + + � + + + + + + + + + + + + + + + + + + +- + + + + jf 314" MIN COARSE + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + �� + ` AGGREGATE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + FABRIC + + + + + + I + + + + + + + + + + + + + + + ORIGINAL + + + + + + + + + + + + + + + + + + ` GRADE + + LOT + + + + + + + + } + + + -1L�OTfn+ + + + + + + •LOT$+ + + } + + + + + + + + + + + + + ++ ;� a •• .. �- + +P'�ei + -f- + + + +-P/YI'7 W + + + + + + + + + + + + + + + + + i ♦ ♦d• • e + + + + + + •: + + + 1.1' MIN., UNLESS OTHERWISE + + + + + + + + + + + �ADw&W + PA&MO -a3 + �+,/ +- SPECIFIED BY A SOILS ENGINEER + + + + + + + + + + + + + + + + + + + + + + + + + + SECTION A-A I + + + 1�OTP + + + + + +` + + + + + + ry ' + + + +PAD 2 + + + + + + + LOLI4 + + + LOT B + + + + + + + + + �� + + + P + + + PADO + + + + + + + + + + + + + + +- + + + + + + + + + +- + + + + + + + + + + + + + + -�'� + + NOTE: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �'' + + CONTRACTOR TO MODIFlY CONSRUCTION + + + +- + + + + + +- + + + + + + + ENTRANCE !N THE FIELD AS NECESSARY + + + + + + + + + + + + + + + + FIR EYCE+ + + + + + + + + + + +- + + + + / CONSTRUCT SEDIMENT BARRIER AND + + +- + + + + DEi� C + + + + + + + + CHANNEUZE RUNOFF TO SEDIMENT + + + + + + + + + + + + + + + + + + + + + +�1j TRAPPING DEVICE + + + + + + + + + >+ FR 7—+FR �R - f<' + + + + + + + + �• + / + + + + + + + + + +- + + + _ _t + + + + + + + + + + + + + + + + + +p�D T,q�C R + +F + R + + + DESILTING BASIN NOTE: + �+ + + + + + + + { { BIORETENTION BASINS SHALL BE EXCAVATED AND USED SL SHALL BE BCOMPLETELYG CONSTRUCTION. REMOVEDnO E SILT AND THE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ll:T�c<>'1.7V�1 rFy TWO LAYERS OF GRA VEL BAGS WITH ENDS OVERLAPPED TWO LAYERS -r - - OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS ° r _ S ACHIEVED, PRIOR TO OCCUPANCY BIORETENTION BASIN COMPLETED ONCE FINAL SITE SET POSTS AND EXCAVATE A ,.e, o ,i� ' =�_ ,�` " ( "' • J � - - ", ; i- ,_ _ _- STABILIZATION t VED, 4 BY 4 IN (10 BY 10 CM) p �+ AND /OR FINAL. TRENCH UPSLOPE FROM AND STORMVVATER POLLUTION CONTROL BMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE SEDIMENT CONTROL NOTES ALONG THE LINE OF POSTS RELATIVE TO CONSTRUCTION ACTIVITIES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 ,y CONCRETE WASHOUT PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE Mr 3 WITH GRAVEL BAGS• SEE DETAIL B THIS SHEET. h ° CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA T - ° ° ° Q EA 0 CONTAIN WASHOUT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE 2, INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1; SEE DETAIL C WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 774E STORMWATER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER. CONTRACTOR SHALL POST A SIGN 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 THIS SHEET. 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH SCREENING EACH ° ° °i °i °i °° _7 ��- -' r- LII DESIGNA77NG THE WASHOUT LOCATION. PROTECTED W77H SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT y BENCHMARK SCALE AS BUILT CONSTRUCTION SITE ACCESS THE PERIMETER AT ALL TIMES. SHEET TC -1 ADJUST SIZE AS REQUIRED), SEE DETAIL A ( ) THIS SHEET. 5- 1L 707 =mq TRAINING 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WfiH CASQA BMP EC -OS °� °i� °i� °° -V 3. ATTACH THE FABRIC TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO RECOMMENDED �00 BY.' _Y7' _ MASI14 MAHEIr DATE. 5/Q�16 (OR CITY APPROVED EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. \ °i °i °i °i° ° ° y �l �! CE A 774E WIRE FENCE AND EXTEND IT D INTO 171E TRENCH. PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE \ _v CORRUGATED STEEL PANELS/PLATES. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES % FIBER ROLLS„' (I SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR CONSTRUCTION VEHICLES MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENT'S AND THEIR OWN RESPONSIBILITIES EROSION CONTROL \\ y y / °° °° ° °i° A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES WASTE MANAGEMENT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) v h ° ° ° ° ✓ ° ° ° ° °° PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE y OFF —SITE 759 -4367. 24 HOURS A DAY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO ALL TIMES DURING THE RAINY SEASON OCTOBER 1 TO APRIL 15 . ALL NECESSARY EROSION CONTROL THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ( ) MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT SPACING LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURED ALONG �/\ j � °i °° -V -V EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED MEASURES WHEN RAIN IS IMMINENT. FACE OF THE SLOPE \\ PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 774E VARIES PER TABLE j// -V ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED 3. BELOW WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED M774 TARPS IN ORDER TO AVOID RAIN CONTACT APPROVAL OF THE ENGINEERING INSPECTOR. //\ �. INSTALL A FIBER ROLL NO EXCAVATION AND GRADING ACTIW77ES ARE ALLOWED DURING WET WEATHER. WITH ANY TRASH MATERIAL. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ,�\ \��I NEAR SLOPE WHERE IT ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN —OFF TRANSITIONS INTO A DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT PRODUCING RAINFALL. \ STEEPER SLOPE SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON— RECYCLABLE MATERIALS MUST 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS TYPICAL FIBER ROLL INSTALLATION BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. N.T.S. IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SHRUBS UNNECESSARILY' THEY HELP DECREASE EROSION. PRECAUTIONS LO PREY ENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR DETAIL D: FIBER ROLLS POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED AROUND THE SITE NOT TO SCALE FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND SHALL BE INCORPORATION HEREON. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE PERVIOUS SURFACES. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF COMPLETE. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. �4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC y WIRE _ DETAIL C: SILT FENCE NOT TO SCALE /KOLA o Z No. 80356 Exp. 12/31/16 PASCO LARET SUITER WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. AND STORMDRAIN. CONTRACTOR FORTY PERCENT AWAY FROM CONSTRUCTION SITE. RAINFALL. REQUIREMENTS PLEASE CONTACT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH GRAPHIC SCALE 20 0 20 40 1 " =20' m & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING J 555 North Highway 101, Ste A, Solana Beach, CA 92075 60 ph 858.259.8212 1 fz 858.259.4812 I plsaeagineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT diETGL DE9PEDBY DRSP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BY 5- 1L 707 =mq 4-I CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED - ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVA110N: 182.995' DATUM: NAVD88 HORIZONTAL 1 " =20' VERTICAL NIA /y !�{c �Ll� /4-11 - PLANS PREPARED UNDER T G LAWSON THE SUPERVISION OF DATE: 3 �`I r` R.C.E. NO. 80356 EXP. 12 -31 -16 RECOMMENDED �00 BY.' _Y7' _ MASI14 MAHEIr DATE. 5/Q�16 APPRO BY.' / ENN PRMMM pA�. / L ROUGH GRADE EROSION CONTROL PLAN FOR: MANZANTA COVE CASE N0: 15 -008 TMDB /MUP /DR /E!A /CDP A.P.N. 258- 121 -12 & 13 12582 -G 3 01 DATE SHEET 6 OF 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 J ti 11 B' Ell T. Iyi LOT fo °. ❑0 • r ■ - I QMVM a4Q DETAL TM N- EET ^°n e°e ■ �f EROSION CONTRO LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A 1. -** GRAVEL BAGS PER DETAIL B 000 SILT FENCE PER DETAIL C NOTE: CONTRACTOR TO MODIFIY CONSRUCTTON ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND yl CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE W y e • ° • • 4 A • • WIDTH AS REQUIRE TO ACCOMODATE m • A • ANTICIPATED TRAFt • J e• • •• e CL • •d • e e a e e •d 19' RADIUS A MIN. 20' MIN DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE IL11 N'7. !° '- .' - RUNOFF Two LAYERS s L LOT 5 �j� I — — r :^ OF GRAVEL l LDTf L.-l- 9. LoT9 PAD„�D L.: ` I. i BAGS WITH PAo-aa�o C ny\ L ° �\ PAo-aa�o I I I -!; 3/4" MIN COARSE GAP BETWEEN BAGS OVERLAPPED l I° LOT7 Lore } \ ACTS AS SPILLWAY PAD-2010 PCB � \\\ AGGREGATE FILTER FABRIC l I 1 I I I ➢ : ° L ( 1 ORIGINAL LOT4 GRADE AREA DRAIN P LOT B P P I 1 .• .. ° 1 . ®I�� -� Ala,-- -.M"\, l- -�T�L� r—..�- — �� - +�i i'' • •dt . ° diva. a4Q L L P 1 QVE a4Q 1.1' MIN., UNLESS OTHERWISE ffit.&7 PFXYTECTM aLTFENCE XLETOTECON SPECIFIED BY A SOILS ENGINE ER PER �� a PER DETAL C PER DETAL a ------ - - SECTION A -A Two LAYERS OF GRA ❑ �— �� — �� BAGS IN ENDS - - -- – ' OVERLAPPED ______= - %'�?$1K.1E P ------- -- - - - - -- -x - " DETAIL B: GRAVEL BAGS ' NOT TO SCALE MEW El 19--m- STORMWATER POLLUTION CONTROL BMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE SEDIMENT CONTROL NOTES 1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING TO 4 EN 4 IN (10 BY R CM) THE POSTS. RELATIVE TO CONSTRUCTION ACTIVITIES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER TRENCH UPSLOPE FROM AND CONCRETE WASHOUT CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & ALONG THE LINE OF POSTS. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. SE -10, DI PROTECTION TYPE 3 WITH GRAVEL BAGS; SEE DETAIL. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO SOIL PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY --- THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN FROM 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR �- DESIGNATING THE WASHOUT LOCATION. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH SCREENING CONSTRUCTION SITE ACCESS THE PERIMETER AT ALL TIMES. / 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO TRAINING REQUIRED) �// 4 IN (10 CM) PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE CORRUGATED STEEL PANELS /PLATES. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH CASQA BMP EC -05 (OR CITY APPROVED 3, ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. INTEO 774E TRENCH AND EXTEND IT EXCAVATED SOIL. CONSTRUCTION VEHICLES MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL DESIGNATED FOR CONSTRUCTION VEHICLES WASTE MANAGEMENT II I ( II I I TER PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE I I�I 111 FlL FABRIC OFF –SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION EROSION CONTROL � EROSION CONTROL MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VARIN AT (949) 759 -4367. 24 HOURS A DAY I _ WIRE _ THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 -� PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WHEN RAIN IS IMMINENT. DETAIL C: SILT FENCE WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WITH ANY TRASH MATERIAL. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING NOT TO SCALE INSPECTOR. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION pFESS/ SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST 9 O/yy BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. �O LR G Lq l REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED DISPOSAL OF HAZARDOUS MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. �2A, �yF� IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. cD No. 80356 rrn rri TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED AROUND THE SITEL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC Exp.12 /31/16 FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR JT CIV1� �P SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED � �OF CA\-�F PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE PERVIOUS SURFACES. HEREON. COMPLETE. WATER USAGE FOR DUST CONTROL SHALL $E MINIMIZED. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. CONCLUSION OF EACH WORK DAY. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN GRAPHIC SCALE 1 " =20' THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 20 0 20 40 60 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DEEPS BY DRAPBY CHECKED BY ENGINEERING DIVISION APPROVALS - a , - DRAWING NO. x- - -- i/17_ •I CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 " HORIZONTAL 1 =20 VERTICAL NI _ - 14-l� DATE PLANS PREPARED UNDER THE SUPERVISION OF DATE: I '!� I b -_- R.C.E. NO. 80356 TYL G LAWSON EXP. 12 -31 -16 RECOMMENDED J(20 APPRO �,Zz BY.' �`' l �' ' BY: / MASIH MAHER GLENN PRUM DATE: S/9 I b DATE; PRECISE GRADE EROSION CONTROL PLAN FOR: MANZANITA COVE CASE NO: 15 -008 TMDS / MUP R/EIA/CDP A.P.N. 258 - 121 -12 & 13 nip �GJO2 -G 1 / SHEET 7 OF 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 r Al f F t M J ti 11 B' Ell T. Iyi LOT fo °. ❑0 • r ■ - I QMVM a4Q DETAL TM N- EET ^°n e°e ■ �f EROSION CONTRO LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A 1. -** GRAVEL BAGS PER DETAIL B 000 SILT FENCE PER DETAIL C NOTE: CONTRACTOR TO MODIFIY CONSRUCTTON ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND yl CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE W y e • ° • • 4 A • • WIDTH AS REQUIRE TO ACCOMODATE m • A • ANTICIPATED TRAFt • J e• • •• e CL • •d • e e a e e •d 19' RADIUS A MIN. 20' MIN DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE IL11 N'7. !° '- .' - RUNOFF Two LAYERS s L LOT 5 �j� I — — r :^ OF GRAVEL l LDTf L.-l- 9. LoT9 PAD„�D L.: ` I. i BAGS WITH PAo-aa�o C ny\ L ° �\ PAo-aa�o I I I -!; 3/4" MIN COARSE GAP BETWEEN BAGS OVERLAPPED l I° LOT7 Lore } \ ACTS AS SPILLWAY PAD-2010 PCB � \\\ AGGREGATE FILTER FABRIC l I 1 I I I ➢ : ° L ( 1 ORIGINAL LOT4 GRADE AREA DRAIN P LOT B P P I 1 .• .. ° 1 . ®I�� -� Ala,-- -.M"\, l- -�T�L� r—..�- — �� - +�i i'' • •dt . ° diva. a4Q L L P 1 QVE a4Q 1.1' MIN., UNLESS OTHERWISE ffit.&7 PFXYTECTM aLTFENCE XLETOTECON SPECIFIED BY A SOILS ENGINE ER PER �� a PER DETAL C PER DETAL a ------ - - SECTION A -A Two LAYERS OF GRA ❑ �— �� — �� BAGS IN ENDS - - -- – ' OVERLAPPED ______= - %'�?$1K.1E P ------- -- - - - - -- -x - " DETAIL B: GRAVEL BAGS ' NOT TO SCALE MEW El 19--m- STORMWATER POLLUTION CONTROL BMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE SEDIMENT CONTROL NOTES 1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING TO 4 EN 4 IN (10 BY R CM) THE POSTS. RELATIVE TO CONSTRUCTION ACTIVITIES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER TRENCH UPSLOPE FROM AND CONCRETE WASHOUT CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & ALONG THE LINE OF POSTS. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. SE -10, DI PROTECTION TYPE 3 WITH GRAVEL BAGS; SEE DETAIL. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO SOIL PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY --- THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN FROM 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR �- DESIGNATING THE WASHOUT LOCATION. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH SCREENING CONSTRUCTION SITE ACCESS THE PERIMETER AT ALL TIMES. / 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO TRAINING REQUIRED) �// 4 IN (10 CM) PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE CORRUGATED STEEL PANELS /PLATES. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH CASQA BMP EC -05 (OR CITY APPROVED 3, ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. INTEO 774E TRENCH AND EXTEND IT EXCAVATED SOIL. CONSTRUCTION VEHICLES MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL DESIGNATED FOR CONSTRUCTION VEHICLES WASTE MANAGEMENT II I ( II I I TER PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE I I�I 111 FlL FABRIC OFF –SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION EROSION CONTROL � EROSION CONTROL MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VARIN AT (949) 759 -4367. 24 HOURS A DAY I _ WIRE _ THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 -� PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WHEN RAIN IS IMMINENT. DETAIL C: SILT FENCE WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WITH ANY TRASH MATERIAL. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING NOT TO SCALE INSPECTOR. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION pFESS/ SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST 9 O/yy BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. �O LR G Lq l REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED DISPOSAL OF HAZARDOUS MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. �2A, �yF� IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. cD No. 80356 rrn rri TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED AROUND THE SITEL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC Exp.12 /31/16 FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR JT CIV1� �P SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED � �OF CA\-�F PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE PERVIOUS SURFACES. HEREON. COMPLETE. WATER USAGE FOR DUST CONTROL SHALL $E MINIMIZED. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. CONCLUSION OF EACH WORK DAY. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN GRAPHIC SCALE 1 " =20' THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 20 0 20 40 60 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DEEPS BY DRAPBY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. A3- V i/17_ •I CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 " HORIZONTAL 1 =20 VERTICAL NI _ - 14-l� DATE PLANS PREPARED UNDER THE SUPERVISION OF DATE: I '!� I b -_- R.C.E. NO. 80356 TYL G LAWSON EXP. 12 -31 -16 RECOMMENDED J(20 APPRO �,Zz BY.' �`' l �' ' BY: / MASIH MAHER GLENN PRUM DATE: S/9 I b DATE; PRECISE GRADE EROSION CONTROL PLAN FOR: MANZANITA COVE CASE NO: 15 -008 TMDS / MUP R/EIA/CDP A.P.N. 258 - 121 -12 & 13 nip �GJO2 -G 1 SHEET 7 OF 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 GENERAL NOTES 1. REFERENCED STANDARDS ASTM C1372 -04e2 STANDARD SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS ASTM C140 -07 SAMPLING AND TESTING CONCRETE MASONRY UNITS ASTM C145 -85 SOLID LOAD BEARING CONCRETE MASONRY UNITS ASTM D1557 -07 COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT ASTM D3034 -06 PERFORATED PVC DRAINAGE PIPE ICC NO. ESR 2113 FOR KEYSTONE WALLS ASTM D2339- 98(2004) ASTM D3498 -03 ASTM D572 -04 2. MATERIAL DELIVERY, STORAGE, AND HANDLING CONTRACTOR SHALL CHECK MATERIALS UPON DELIVERY TO ASSURE THAT PROPER MATERIALS HAVE BEEN RECEIVED AND ARE NOT DAMAGED. CONTRACTOR SHALL PROTECT MATERIALS FROM DAMAGE DURING STORAGE AND HANDLING AND SHALL PREVENT CONTACT WITH MUD, WET CONCRETE, CHEMICALS, OR ADHESIVES. DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE RETAINING WALL STRUCTURE. 3. REQUIRED SUBMITTALS A. LIST OF ALL PRODUCTS PROPOSED FOR USE. B. PRODUCT SAMPLES. C. CURRENT MANUFACTURER'S MATERIAL AND INSTALLATION SPECIFICATIONS. 4. QUALITY CONTROL COMPACTION TESTING AND OBSERVATION DURING EARTHWORK OPERATIONS WILL BE PROVIDED BY THE PROJECT GEOTECHNICAL ENGINEER. MATERIALS 5. MASONRY WALL UNITS MASONRY WALL UNITS SHALL BE KEYSTONE UNITS: STANDARD UNIT MEASURING 18 "W X 21.5 "D X 8" H, STANDARD II UNIT MEASURING 18 "W X 18 "D X 8 "H AND COMPAC II UNITS MEASURING 18 "W X 12 "D X 8 "H. WALL UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C1262 -07, ASTM C1372 -04e2 AND ASTM C140 -07. WALL UNIT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 6 TO 8 %. WALL UNIT CONNECTING PINS SHALL BE 2" DIAMETER' NON - CORROSIVE FIBERGLASS RODS WITH A MINIMUM FLEXURAL STRENGTH OF 128,000 PSI SHORT BEAM SHEAR OF 6,400 PSI. 7. CAP ADHESIVE CAP ADHESIVE SHALL BE SRW VOC RETAINING WALL AND PAVER ADHESIVE OR APPROVED EQUIVALENT CONFORMING TO ASTM D2339- 98(2004), ASTM D572 -04 AND ASTM D3498 -03. 8. LEVELING PAD LEVELING PAD MATERIAL SHALL BE 4" MINUS CRUSHED ROCK SAND EQUIVALENT (S.E.) >40. 9. UNIT FILL UNIT DRAINAGE FILL SHALL CONSIST OF CLEAN 1" (25 MM) MINUS CRUSHED STONE OR CRUSHED GRAVEL MEETING THE FOLLOWING GRADATION TESTED IN ACCORDANCE WITH ASTM D -422: SIEVE SIZE 1" (25 mm) 4" (19 mm) ) No. 4 (4.75 mm) No. 50 (300um) 10. REINFORCED BACKI PERCENT PASSING 100 75-100 0 -10 0 -5 =ILL REINFORCED BACKFILL SHALL BE FREE OF DEBRIS AND MEET THE FOLLOWING GRADATION TESTED IN ACCORDANCE WITH ASTM D -422: SIEVE SIZE PERCENT PASSING 2 inch (50 mm) 100 3/4 -inch (19 mm) 100 -75 No. 40 (425 um) 0 -60 No. 200 (75 um) 0 -35 PLASTICTY INDEX(PI) <20 and LIQUID LIMIT <40 per ASTM D -4318. NON - ANGULAR PARTICLES UP TO 3" IN SIZE MAY BE ALLOWED FOR NO MORE THAN 15% OF THE BACKFILL. 11. GEOGRID REINFORCEMENT (IF REQUIRED) GEOGRID SHALL BE POLYMER COATED WOVEN POLYESTER FABRICATED FOR EARTH REINFORCEMENT. GEOGRID SHALL BE MIRAFI MIRAGRID 3XT. SUBSTITUTE EQUIVALENT GEOGRIDS SHALL BE APPROVED BY THE ENGINEER. A HIGHER STRENGTH GEOGRID OF THE SAME MANUFACTURER MAY BE SUBSTITUTED WITHOUT QUESTION. itr#H 7_INVU17:4 DRAIN PIPE SHALL BE 4" PERF SDR 35 PVC OR TRIPLE WALL OR EQUAL DRAIN INSERTED INTO CHRISTYS DRAIN -EEZ (TC- DE4100), FILTERSOCK, INCASED IN 1" MINUS CRUSHED ROCK. LOCATE DRAINS AS LOW AS POSSIBLE AND CONNECT TO CURB OUTLET AT 2% MIN. 13. FILTER FABRIC FOR WALLS DESIGNED WITH STANDARD II UNITS, A MINIMUM 3.0 OUNCE FILTER FABRIC GEOTEXTILE SEPARATOR SHALL BE USED TO CONTAIN THE DRAINAGE FILL WITHIN THE KEYSTONE UNIT ALLOWING PLACEMENT OF SELECT BACKFILL FIRST FOLLOWED BY THE DRAINAGE FILL WITHIN THE UNITS. THIS METHOD SHALL NOT BE USED WITH WALLS DESIGN WITH COMPAC II UNITS ONLY. EXECUTION 14. EXCAVATION CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB EMBANKMENT MATERIALS BEYOND LINES SHOWN. 15. FOUNDATION SOIL PREPARATION EXCAVATED FOUNDATION SHALL BE OBSERVED AND APPROVED BY THE SOILS ENGINEER TO CONFIRM THAT THE ACTUAL FOUNDATION SOIL CONDITIONS ARE CONSISTENT WITH CONDITIONS ASSUMED FOR DESIGN AND IDENTIFIED IN THE REFERENCED GEOTECHNIAL REPORTS. UNACCEPTABLE FOUNDATION SOILS SHALL BE REMOVED AND REPLACED WITH APPROVED COMPACTED BACKFILL MATERIAL. FOUNDATION SOIL SHALL BE PROOF ROLLED PRIOR TO FILL AND GEOGRID PLACEMENT. 16. LEVELING PAD INSTALLATION LEVELING PAD MATERIALS SHALL CONSIST OF WELL GRADED ROCK (y" MAX SIZE), 6" MIN THICKNESS ON COMPACTED ENGINEERED FILL. DIMENSIONS SHOWN ON CONSTRUCTION DRAWINGS. FINISHED LEVELING PAD SHALL HAVE A SMOOTH LEVEL SURFACE TO PROVIDE COMPLETE SUPPORT THE FIRST COURSE OF RETAINING WALL UNITS. 17. WALL UNIT INSTALLATION THE FIRST COURSE OF CONCRETE WALL UNITS SHALL BE CHECKED FOR LEVELNESS AND ALIGNMENT AND TO ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. UNITS SHALL BE PLACED SIDE BY SIDE FOR FULL LENGTH OF WALL. ALIGNMENT MAY BE ACCOMPLISHED BY MEANS OF A STRING LINE OR AN OFFSET FROM BASELINE. INSTALL FIBERGLASS CONNECTING PINS. CONTRACTOR MAY STACK KEYSTONE UNITS VERTICALLY IN ROWS BETWEEN GEOGRID LAYERS, BUT NO MORE THAN 3 KEYSTONE UNITS BEFORE FILLING WITH UNIT FILL MATERIAL. FILL ALL VOIDS WITH UNIT FILL MATERIAL. SINCE THE UNIT FILL IS A DRAINAGE MATERIAL AND SELF COMPACTING, NO COMPACTION IS REQUIRED. SWEEP ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT COURSE(S). ENSURE WALL UNITS OF EACH COURSE ARE COMPLETELY FILLED WITH UNIT FILL MATERIAL AND THAT THE BACKFILL HAS BEEN PLACED AND COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE(S). ENSURE THAT CONNECTING PINS PROTRUDE A MINIMUM OF 1" INTO NEXT COURSE. TWO PINS ARE REQUIRED PER UNIT. PULL UPPER UNIT FORWARD TOWARD THE WALL FACE, AGAINST PINS PROTRUDING FROM THE LOWER COURSE TO ACHIEVE CORRECT UNIT SETBACK SHOWN ON THE CONSTRUCTION DRAWINGS. WHERE THE WALL CHANGES ELEVATION, UNITS SHALL BE STEPPED WITH GRADE OR TURNED INTO THE EMBANKMENT WITH A CONVEX RETURN END. PROVIDE LEVELING PAD FOR UNITS IN AREA OF CONVEX RETURN END. EVERY COURSE OF WALL UNITS SHOULD BE CHECKED FOR LEVELNESS WITH MINOR SHIMMING DONE EVERY COURSE OR TWO, OR AS NEEDED TO INSURE THAT THE UNITS REMAIN TRUE TO DESIGN BATTER. SHIMMING MATERIAL SHOULD BE SOMEWHAT FLEXIBLE, SUCH AS 1/4" NYLON ROPE, TO COMPRESS SLIGHTLY AND DISTRIBUTE LOAD EVENLY WHILE AVOIDING HARD MATERIALS WHICH CAN CREATE LOAD CONCENTRATION POINTS. 18. CAP INSTALLATION CONSTRUCTION ADHESIVE SHALL BE USED TO PROVIDE PERMANENT CONNECTION OF CAPS TO WALL UNITS. APPLY ADHESIVE TO TOP SURFACE OF LOWER COURSE PRIOR TO PLACING CAP UNIT INTO POSITION. PLACE KEYSTONE CAP UNITS OVER CONNECTING PINS PROJECTING FROM UNITS BELOW. PULL FORWARD TO CORRECT SETBACK POSITION. BACKFILL AND COMPACT TO FINISH GRADE. 19. GEOGRID INSTALLATION (IF REQUIRED) GEOGRID SHALL BE PLACED AT THE LOCATIONS AND ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE ENGINEER. GEOGRID SHALL BE ORIENTED WITH THE HIGH STRENGTH DIRECTION (ROLL DIRECTION) PERPENDICULAR TO THE RETAINING WALL ALIGNMENT. CORRECT ORIENTATION OF THE GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR. THE GEOGRID SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND CONNECTED TO THE CONCRETE WALL UNITS BY HOOKING GEOGRID OVER CONNECTING PINS. GEOGRID SHALL BE PULLED TAUT WITH THE BACK EDGE ADEQUATELY ANCHORED TO MAINTAIN TAUTNESS DURING BACKFILL AND COMPACTION. FOLLOW MANUFACTURER GUIDELINES REGARDING OVERLAP REQUIREMENTS. GEOGRID SHOULD NOT BE SKEWED MORE THAN 15 DEGREES UNLESS APPROVED BY THE ENGINEER. 20. BACKFILL PLACEMENT BACKFILL MATERIAL SHALL BE PLACED IN 8" - 12" LIFTS FOR NON SELECT MATERIAL AND UP TO 24" LIFTS FOR SELECT MATERIAL, AS COORDINATED WITH THE GEOTECHNICAL ENGINEER AND COMPACTED TO MINIMUM 90% OF MAXIMUM DRY DENSITY DETERMINED PER ASTM D1557 -07. MOISTURE CONTENT OF BACKFILL SHOULD BE AT OR SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT. ONLY HAND - OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN S OF THE FACE OF THE RETAINING WALL UNITS. BACKFILL SHALL BE PLACED FROM THE WALL REARWARD INTO THE EMBANKMENT TO ENSURE THAT THE GEOGRID REMAINS TAUT. BACKFILL SHALL BE LEVEL SUCH THAT ANY SHALLOW DEPRESSIONS AND HUMPS DO NOT EXCEED 6" IN DEPTH OR HEIGHT. BACKFILL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER TO MINIMIZE THE DEVELOPMENT OF SLACK OR LOSS OF PRE - TENSION OF THE GEOGRID. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM UNCOMPACTED BACKFILL THICKNESS OF 6" IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES SHALL BE KEPT TO A MINIMUM TO PREVENT TRACKS' FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. RUBBER -TIRED EQUIPMENT MAY PASS OVER GEOGRID REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH. AVOID SUDDEN BRAKING AND SHARP TURNING. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK 11Lj' I 7 # II CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN Scope of Work Keystone Retaining Wall Systems, Inc. 2011, Keystone Design Manual and Twenty -four retaining walls retaining at 560 Requeza Street, Encinitas, California. Wall No. Linear Feet Square Feet Wall No. Linear Feet Square Feet 1 281 1875 13 186 565 2 336 2010 14 143 735 3 264 2145 15 86 255 4 128 870 16 38 65 5 16 50 17 73 270 6 144 690 18 168 580 7 113 485 19 14 30 8 32 70 20 149 885 9 42 170 21 17 25 10 21 50 22 181 970 11 216 955 23 113 715 12 242 795 24 15 95 Statement of Special Inspection (Special Cases per 1704.15) 1. Soil type, classification, shear strength parameters and compaction for subgrade. 2. Soil type, classification, shear strength parameters and compaction for backfill. 3. Excavation for foundation, subgrade condition prior to leveling pad placement. 4. Compaction of backfill to 90% of maximum dry density per ASTM D1557 -07. 5. Soil Type to meet minimum design requirements. 6. Observe placement & seating of gravel leveling pad. 7. Placement of block and correct geogrid type. 8. Subdrain placement. 9. Wall batter - Placement of alignment pins (see drawing, actual batter by survey or civil). 10. Provide report at the completion of wall(s). ESR- 2113.4.3 Special Inspection: Special inspection must be provided in accordance with IBC Section 1704.5 (IBC and IRC) and CBC 2013 as applicable. The inspector's responsibilities include verifying the following: 1. The modular concrete unit dimensions. 2. Keystone unit identification compliance with ASTM C1372 -04e2, including compressive strength and water absorption, as described in Section 3.1 of ESR -2113. 3. Foundation preparation. 4. Keystone unit placement, including alignment and inclination. 5. Geosynthetic reinforcement type (manufacturer and model number) and placement. 6. Backfill placement and compaction. 7. Drainage provisions. DESIGN PARAMETERS FOR KEYSTONE WALL DESIGN Minimum Soil Properties: Keystone Grid Reinforced Wall Design Foundation Soil: Retained Soil: Reinforced Soil (D = 300 o-300 (D = 300 Y =130 pef Y =130 pef Y =130 pcf C =0psf C -0psf c =0psf Seismic Design: Per Geotechnial Report, Design Spectral Response Acceleration Parameter SIDS = 0.9019. PGA = Sps /2.5 = 0.36g A = 0.36g RECOMMENDATIONS: • The Keystone walls shall be constructed per the manufacturers recommended procedures for installation of Keystone blocks, fiberglass pins, and geogrid reinforcement. • The temporary excavation back -cut, grading, ground improvements, sub - drain, and surface drainage system for the Keystone walls shall be per the Project Soils and Civil Engineer's recommendations. • Soils Engineer shall review the design parameters used herein for conformance with their recommendations. • Global Stability has not been analyzed by our firm. If necessary, global stability should be performed by the Project Soils Engineer as recommended in Section 5.2.7 of the NCMA Manual. Walls should not be constructed without the approval of the Project Soils Engineer. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ON SITE, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND /OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. AS BUILT DATE PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 Zor6 R. C.E. N0. 33538 538 NICK S SERVIN EXP. 6 -30 -16 APPROVALS RECOMMENDED APPRO /1 BY: /V) . M BY. MASIH MAHER GLEN) S i9 X16 REFERENCES: Keystone Retaining Wall Systems, Inc. 2011, Keystone Design Manual and Keywall Operating Guide. Keystone Retaining Wall Systems, Inc., Keywall, Version 3.7.2 Build 10, 2012. ®_ l7' National Concrete Masonry Association, Design Manual for Segmental Retaining Walls, Second Edition. 2013 California Building Code, (CBC 2013) s Pasco Laret Suiter & Associates, Grading Plans for: 560 Requeza Street, APN 258 - 121 -12 & 13, CAD file received October 8, 2015. Southern California Soils & Testing, Inc., Geotechnical Investigation, Proposed Residential Development, 560 Requeza Street, APNs 258 - 121 -12 & 13,Encinitas, California, SCS &T No. 1311108, Report No. 1, dated August 12, 2013. O ICC O ICC ESR -2113: Report for Keystone Retaining Wall Systems, reissued August 1, 2015. t L0 sit NOTE: REFER TO GRADING PLANS PREPARED BY PASCO LARET SUITER & CO ASSOCIATES FOR FINISHED GRADE ELEVATIONS AND WALL LOCATION. THE u WALL BOTTOM ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS THE WALL ANY DISCREPANCY IN WALL U EMBEDMENT REQUIRED FOR ELEVATIONS SHOULD BE BROUGHT TO OUR ATTENTION. Z IX W UJI Z Q DRAWING INDEX Z UJI J SHEET DESCRIPTION >Q 8 TITLE SHEET & KEYSTONE WALL NOTES Z 9 KEY MAP Z 10 KEYSTONE SECTIONS & DETAILS < 11 DSM NOTES & DETAILS w 12 DSM WALL 1 PROFILE w 12 KEYSTONE_ WALL 2 PROFILE 13 KEYSTONE WALL 3 PROFILE 13 KEYSTONE WALL 4 PROFILE 13 KEYSTONE WALL 5 PROFILE 66 13 KEYSTONE- WALL 6 PROFILE Z Q 13 KEYSTONE WALL 7 PROFILE J 14 KEYSTONE WALL 8 PROFILE :D co 14 KEYSTONE WALL 9 PROFILE Z O 14 KEYSTONE- WALL 10 PROFILE U 14 KEYSTONE WALL 11 PROFILE Z 14 KEYSTONE WALL 12 PROFILE w 15 KEYSTONE- WALL 13 PROFILE 15 KEYSTONE WALL 14 PROFILE 15 KEYSTONE WALL 15 PROFILE w 15 KEYSTONE WALL 16 PROFILE IX 15 KEYSTONE WALL 17 PROFILE Q 16 KEYSTONE WALL 18 PROFILE N 11i 16 KEYSTONE WALL 19 PROFILE D a 16 KEYSTONE WALL 20 PROFILE LU 16 KEYSTONE WALL 21 PROFILE 16 DSM WALL. 22 PROFILE LD 16 DSM WALL. 23 PROFILE 0-) r Ltd 16 DSM WALL 24 PROFILE N QRoFESS/OV S. 6. LL Z y 2 2 J CD E p�63052016 A SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 N> J J CIVIL ?P Carlsbad, California, 92009 9TFOF \F0� OFFICE: 931-1792 FAX: (760) 931 -1892 CA\ (760) These engineenngpiaw were designed for eorst ruct ionbyHillside Retaining Walls andmay not be used by any other contractor without written permission by Hillside Retaining Walls. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (D TITLE SHEET & KEYSTONE WALL NOTES MANZANITA COVE 12582 -G Z A.P.N. 258 - 121 -12 & 13 CASE N0: 15 -008 TMDB /MVP /DR /EIA /CDP LL] �' $ OF 18 PREPARED: 3/29/2016 PLSA 2103 Keystone Wall 8 Keystone Wall 10 Keystone Wall 1 eystone Wa eystone Wall 17 DSM Wall Keystone 11 16 30 15 0 30 60 90 SCALE: 1" = 30' CONSTRUCTION NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTORIDEVELOPER AND HILLSIDE RETAINING WALLS SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. HILLSIDE AND SERVIN ENGINEERING BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE KEYSTONE RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE KEYSTONE RETAINING WALL. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK AS-SV LT ? / CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION. 73.612' DATUM: NAVD88 LOTS ► PAD 20.5.0 I LOT4 ► PAD - 2050 PADO i I LOT 10 PAD4140 LOTS PAD-200.0 ► ► LOT6 ► i I PAD-200,0 �I !� LOT 1 u5m waii 1 i PAD -20110 --+ :I I ► LOT2 ► ► PAD -20110 I 30 15 0 30 60 90 SCALE: 1" = 30' CONSTRUCTION NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTORIDEVELOPER AND HILLSIDE RETAINING WALLS SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. HILLSIDE AND SERVIN ENGINEERING BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE KEYSTONE RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE KEYSTONE RETAINING WALL. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK AS-SV LT ? / CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION. 73.612' DATUM: NAVD88 LOTS ► PAD 20.5.0 I LOT4 ► PAD - 2050 PADO i I LOT 10 PAD4140 LOTS PAD-200.0 ► ► LOT6 ► i I PAD-200,0 Keystone Wall 7 Keystone Wall 5 eystone Wall 21 AW 110///,�;" IRWIN\ Keystone Wall 15 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN AS BUILT PLANS PREPARED UNDER NICK S SERVIN u5m waii 1 LO {j T- r LO Keystone Wall 7 Keystone Wall 5 eystone Wall 21 AW 110///,�;" IRWIN\ Keystone Wall 15 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN AS BUILT PLANS PREPARED UNDER NICK S SERVIN u5m waii 1 LO T- r LO IT-- 04 QROFESSIp�V LL S. 3 q� Z y = 2 a J A SERVIN ENGINEERING w E po. 3538 * * 2647 Gateway Road, Suite 105 -500 J `Pq CIVIL ��Q Carlsbad, California, 92009 TF J OF CAV�FO OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Regaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls. 5 ===F CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. (D NSS THE SUPERVISION OF RECOMMENDED / APPROV KEYMAP Z Z DATE: 3LZVI —Ofb By, • _AA • /LAS 64 — BY MAMZANITA COVE 12582 -G MASIH R.C.E. NO. 33538 MAHER GLENN PRUIM H EXP. 6 -30 -16 DATE: S /9/� DATE. S /� /L A.P.N. 258- 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP _ W ® Q OF 18 PREPARED: 312912016 PLSA 2103 Place Additional Pieces of Geogrid When Angle Exceeds 20° Overlapping Geogrid Is Acceptable m Compac II Elevation G Drainage Fill Note: 1. Check with manufacturer specifications )® on correct direction of orientation for ° geogrid to obtain proper strength. 2. Drilling additional pin holes into Keystone units may be necessary align them. rid Installation on Curves NO SCALE Go 21.5" Standard Elevation Cap Unit Elevation -H U " >r N +I ; +l x 18 %16 16' eogr d is to be Placed on Level Cap Unit Plan Backfill and Extended Over Me Compac II Plan 21.5" Standard Plan Fiberglass Pins. Place Next Unit, Pull Grid Taught and Backfill. 3 -Plane Split Stake as required, Compac Unit Cap Unit Option 21.5" Standard Unit ♦ �' Dimensions May Vary Grid & Pin Connection Dimensions May Vary y, y ry by Region Dimensions a by Region Availability Will Vary by Region Block Types NO SCALE TW (See Profile) — Keystone Cap Unit Cap Unit Secured with Kapseal Adhesive or equal INear Vertical Batter Front Pin Alignment Standard II Unit Unit Drainage Fill Extends to Filter Fabric Behind Block For Entire Length & Height of Wall. (3/4" Crushed Rock or Stone) See Drainage Detail C FIG (See Profile) Standard II Elevation 0_�11 Standard II Plan Standard II Unit `*'Dimensions May Vary by Region Typical Planting Limits Section Deflect Geogrid Around veDgna JDII menniurcumerit Planting Limiits Plan -. NO SCALE Seam to be cut in geogrid at center of pipe. Geogrid can either be cut around or bent up and placed around pipe. Geogrid Soil Reinforcement Placing Geogrid Around Pipe NO SCALE yam•— Miragrid 3XT (See Profiles) - - - - - -- Reinforced Soil y = 125 pcf Miragrid 3XT (See Profiles) I- _�I Compact to 900N Min. y I I Retained Soil per ASTM D 1557 -07 I I� y (D 130 pcf I �I ,i Miragrid 3XT (See Profiles) •�•— I I —I I — - 11 =I Min. 3.0 oz Filter Fabric -- Miragrid 3XT (See Profiles) • -- BW (See Profile) \ 3,1 — " " "' —" — "' — "'— 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN Imi I Foundation Sol II I III I1 Stone Leveling Pad III `F -30 —III =1 INSERTED INTO FILTER SOCK, INCASED IN 4" 6" Minimum Thickness III —I y - 130 pcf 1 =III =. CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE BUT OUTLET -1�1 11111= III = 111= 11�ll�lll I PIPES MUST BE ALLOWED TO DAYLIGHT UNLESS CONNECTING TO A STORM DRAIN SYSTEM. Typical Grid Reinforced Wall Section Standard II & Compac II Units - Front Pins (See Profiles) SCALE 1 " =2' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK JIcr -3///A 1 CITY OF ENCINITAS ENC -41, 2.5' BRASS DISC, 3 EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 Leveling Pad (1" Minus) s 6" Step Note: INU Ok1 /1LC 1. The leveling pad is to be constructed of crushed stone. Locator Lug for / Alignment M- 9 t- Front Face Section Leveling Pad Detail NO SCALE Geogrid Around Pipe Lateral NO SCALE iia. 1 Dia.) a° Unit Drainage ° Q Fill Q 14 - °° -t Select °o2 ® Granular Backfill Q �- Y Geotextile Separator op0 0 4 A geotextile separator to contain the drainage Keystone unit allowing select backfill first folio} drainage fill within the t Drainage Detail C Unit Drainage Fill with Geotextile Separator NO SCALE Base Levelino Pad Notes: 1. The leveling pad is to be constructed of crushed stone 2.The base foundation is to be approved by the site geotechnical engineer prior to placement of the leveling pad and below reinforced grid zone. Limits I 6" Crushed Rock Leveling Pad (1" Minus) Compac Unit II Width: 18" *Depth: 12" Height: 8" *Weight: 82 Ibs Cap Unit Width: 8" Depth: 10 1/2" Height: 4" Weight: 45 Ibs Compac II Unit/Base Pad Isometric Section View *Dimensions & Weight May Vary by Region NO SCALE Face FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. CAP UNIT SLEEVE -ITTm 1224R FRONT 2"0 X 24 ") DEEP CUT THE GEOGRID SLEEVE AROUND THE HALF FILL SLEEVE WITH SLEEVE -ITTm SYSTEM AP CONCRETE, SET AS NECESSARY FENCE POST. SRW UNIT COMPACT TO 90% MDD RCED PER ASTM D1557 -07. LL ZONE SLEEVE -ITTm �— 1224R LID R =VE HALF rRUTS CANTILEVER BASE — — _ — \ '`L " "i' y GEOGRID VERTICAL �yQ/y LEG Sleeve -It - Cross Section View *FENCING SYSTEMS APPROVED FOR USE WITH THE Sleeve -It - Isometric View NO SCALE SLEEVE -ITT'" 1224R ARE LIMITED TO THE FOLLOWING NO SCALE HEIGHTS: CHAIN LINK- UP TO 8 -FT, PRIVACY - UP TO RrFT (WOODEN, PVC, METAL). POST SIZE 4 "X4" MAX. Detail B - Fence Post Installation Using Sleeve -It 1224R NO SCALE ASSEMBLY & INSTALLATION Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill 1. General - The Sleeve -ItTM post foundation system shall be purchased and installed by material above and surrounding the Sleeve -ItTM system must be compacted to a the retaining wall contractor to facilitate future fence post installation. Contractor shall minimum of 90% of the material's maximum dry density as determined by ASTM verify proper spacing requirements prior to installation. D1557 -07 (Modified Proctor). Backfill and compaction within three feet of the wall face 2. Assembly & Installation - Refer to instructions provided with units for specific should be performed with hand operated equipment as recommended by the National information related to the assembly of the Sleeve -ItTM system and the correct installation Concrete Masonry Association (NCMA) SRW guidelines. Care should be taken during procedure. When the segmental retaining wall has been constructed to two feet from top the first 6 -8" lift to avoid affecting the integrity of the struts extending back into the not including the capstone: backfill zone. Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24" below the proposed top of wall (not including the cap Repeat Above Steps for next Sleeve -ItTa unit. stone). Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical When installing fencing, posts must be concreted into the Sleeve -ItTM cavity. upright about 6" from the tail of the block. Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side engagement with the Sleeve -ItTM system. All posts must be on the "inboard" side of the of the sleeve facing away from the wall face. vertical portion of the cantilever base. Do not install posts between vertical leg and wall Step 5: Slip the uncoated end of each strut through the slots located in the back of the face. Fill cavity completely with concrete. When concrete cures, topsoil or other surficial sleeve and connect them to the topmost transverse bar on the vertical leg inside the cover may be placed over the Sleeve -ItTM system to create final, finished appearance. sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the rear of the base. The Sleeve -ItTM product shall be evenly spaced no farther apart than 10 feet on centers Step 6: Reposition the entire system as needed by lifting it using the top transverse bar in any case. Use of the Sleeve -ItTM system is limited to the following fencing of the vertical portion of the steel cantilever inside the sleeve after assembly. Make sure applications: the wall batter for any remaining courses of block is accounted for when positioning the - 8 -foot high and under chain link fences Sleeve -ItTM in its final location. - 6 -foot high and under wood fence with gaps between boards Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in - 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. place with the handle perpendicular to the wall face. Use the handle as the center line For other fencing systems specifically not meeting these criteria, contact Advanced measuring guide to ensure that the next Sleeve -ItTM is placed with the proper spacing Hardscape Solutions LLC to determine suitability. 1 (866) 843 -0500 or email requirements as directed by the fence specifications. info @advancedhardscape.com Step 8: When installing geogrid around the Sleeve -ItTM system, slit the goegrid perpendicular to the wall face just enough to fold around the sleeve ensuring that the ALL material may be subject to site testing for compliance to the above specifications. grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers when obstacles such as fence post foundations are present. TW (See Profiels) Keystone Cap Unit Cap Unit Secured with Kapseal Adhesive or equal 8:1 Batter Back Pin Alignment 16:1 Batter Alternating Pin Alignment Near Vertical Front Pin Alignment (See Profiles) 21.5" Keystone Standard Uniti Keystone Standard II Unit Keystone Compac II Unit (See Profiles) FG (See Profiles) �. JMW SCALE AS BUILT ° "UGH° n. °"�_7 UT ` "`nss °T APPROVALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEq APPRO1 HORIZONTAL AS SHOWN ,y ` I� �9 J DATE: 3 /z? /1-016 BY : 1VL 04Aj' By- DA TE ! �,.A�' R.C.E. NO. 33538 MASIH MAHER GLEN VERTICAL AS SHOWN NICK S SERVIN EXP. 6 -30 -16 nATF• SM116 nAT1 -1 I �I I I =III -11 Back Cut '-- — Unit Drainage Fill (3/4" Crushed Rock or Stone) 24" from Wall Face Min. 3.0 oz Filter Fabri I" I� BW (See Profile) —� F I.I I LI = 11111�1�111 I�I�II 4" PERF SDR35 PVC OR TRIPLE WALL DRAIN 4" Compacted Crushed Foundation Soil I —III— 3r; 11 =1 III =III: INSERTED INTO FILTER SOCK, INCASED IN - U Stone Leveling Pad (- 30° —I 1 -1 4 6" Minimum Thickness _I y = 130 pcf II —III CRUSHED ROCK BEHIND BLOCK. LOCATE < 111=111 =IIIL DRAINS AS LOW AS POSSIBLE BUT OUTLET I's 1111111= 11111= 11�11�111 =' PIPES MUST BE ALLOWED TO DAYLIGHT V UNLESS CONNECTING TO A STORM DRAIN e SYSTEM. U Typical Gravity Wall Section C 21.5" Standard, Standard II or Compac II Units - Batter Vaires (See Profiles) c SCALE 1 °' =2' I u %9 SERVIN ENGINEERING r 2647 Gateway Road, Suite 105 -500 Carlsbad, California, 92009 OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 These engineering plans were designed for mnstru ton by Hillside Retaining Wallsand may not be used by any other contractor without written ermission by Hillside Retaining Walls. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. KEYSTONE SECTIONS & DETAILS MANZANITA COVE A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP PREPARED: 3/29/2016 12582 -G 10 OF 18 I i v J op C J J J C PROJECT STRUCTURAL NOTES: GENERAL INFORMATION: 1. THE CONTROLLING DESIGN CODE IS THE 2012 IBC AND 2013 CBC 2. THE PROJECT WAS DESIGNED FOR THE FOLLOWING LOADS A. SOIL DESIGN VALUES (CHRISTIAN WHEELER ENGINEERING) ACTIVE SOIL BEARING PRESSURES: EFP (LEVEL): 40 PCF PASSIVE PRESSURE: 300 PCF LEVEL SURFACE AT TOE FRICTION: 0.3 UNIT WEIGHT: 130 PCF SEISMIC: INVERTED TRIANGLE DISTRIBUTION MAX PRESSURE AT TOP EQUAL TO 18H PSF WITH RESULTANT AT 0.6H. BEARING PRESSURE: 2500 PSF (W/ 3 SHORT TERM INCREASE) 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK, SPECIAL INSPECTION: 1. SPECIAL INSPECTION REQUIRED SHALL BE PROVIDED PER CBC CHAPTER 17. 2. SPECIAL INSPECTION IS REQUIRED AS FOLLOWS: A. REINFORCING STEEL SHALL BE INSPECTED PERIODICALLY DURING INSTALLATION TO VERIFY SIZE AND LOCATION. B. CONCRETE SHALL BE INSPECTED CONTINUOUSLY DURING PLACEMENT. INSPECTOR SHALL MAKE CONCRETE CYLINDERS AND TEST 3 CYLINDERS FOR EVERY 100 YARDS OF CONCRETE POURED, FOR EACH DAY'S POUR. THE CYLINDERS SHALL BE TESTED AT 7 DAY, 28 DAY AND '1 HELD FOR CONTROL. C. ALL INSPECTION REPORTS SHALL BE DISTRIBUTED TO THE OWNER, ENGINEER AND PERMIT AGENCY. THE INSPECTOR SHALL PROVIDE A SUMMARY LETTER OF PROJECT COMPLETION. D. SPECIAL INSPECTION TO BE PERFORMED PER CBC 1704.7 AND ANY SPECIFIC JURISDICTIONAL REQUIREMENTS. FOUNDATIONS: 1. WALLS TO BE SUPPORTED ON SPREAD FOOTING. SEE SECTIONS FOR REINFORCING AND SIZES. GEOTECHNICAL ENGINEER TO REVIEW ALL EXCAVATION PRIOR TO PLACEMENT OF CONCRETE. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60. 2. AT FOOTINGS PLACE 2 -0 X 2 -0 BARS MATCHING SIZE AND SPACING AT CORNERS AND INTERSECTIONS. 3. AT FOOTINGS ALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL 315. 4. AT FOOTINGS AND WALL VERTICALS: LAP ALL REINFORCING BARS PER ACI DETAILING MANUAL. LAP OF HORIZONTAL WALL STEEL IS NOT REQUIRED. 5. AT FOOTING, SECURELY TIE ALL REINFORCING PRIOR TO PLACING CONCRETE. 6. AT FOOTING, PROVIDE 3" CLEARANCE FOR ALL REINFORCING IN CONCRETE CAST AGAINST EARTH, 2" FOR CONCRETE EXPOSED TO AIR, AND 1 Z" FOR ALL INTERIOR EXPOSURE. 7. ALL WALL, HORIZONTAL REINFORCING TO BE GALVANIZED OR EPDXY COATED. 8. AT WALL, PROVIDE MINIMUM (2) #3 HORIZONTAL BAR AT TOP AND BOTTOM OF WALL AND MINIMUM (1) #3 AT Z -0" O.C. TYPICAL. 9. AT WALL, ALL VERTICAL BARS ARE TO TERMINATE IN FOOTING WITH STANDARD HOOK OR LAPPED TO BAR WITH STANDARD HOOK INTO FOOTING. 10. AT WALL, PROVIDE z INCH CLEARANCE FOR ALL VERTICAL BARS AND INSIDE FACE OF BLOCK. 11. VERTICAL REINFORCING ABOVE VERTICAL DOWEL FROM FOOTING MAY BE "WET -SET" IF PROPER PLACEMENT AND CONCRETE CONSOLIDATION ARE ACHIEVED. CONCRETE: 1. ALL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY LAB CURED COMPRESSIVE STRENGTH OF 5000 PSI. 2. ALL EXPOSED CONCRETE TO HAVE 5% PLUS OR MINUS 1 0% AIR, BY VOLUME, CONFORMING TO ASTM C 260. MASONRY (DRY STACKED MODULAR BLOCK): 1. UNITS TO BE 28 DAY STRENGTH OF 3000 PSI OR APPROVED EQUAL. 2. ALL DSM RETAINING WALLS TO BE SOLID GROUTED. 3. MAXIMUM GROUT LIFT IS 8 FEET USING A CONCRETE MIX I WITH 28 DAY STRENGTH OF 5000 PSI, 4. AN EFFLORENSENCE CONTROLLING ADMIXTURE IS RECOMMENDED. GRADING: 1. BACK CUT PER OSHA STANDARDS. 2. BACKFILL MATERIAL SHALL BE ONSITE SELECT GRANULAR MATERIAL WITH AN EI <20. 3. BACKFILL COMPACTED TO 90% PER ASTM 1557. WR @18" O.C. with Standard Hook See Table r x a tv O a X w X M 2 Z0 DSM SECTION REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK ITT �' 11 CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, JW $Iiiiii EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 EL 176.3 HWL �1 ill 1544-0- `■I\ 'HL' 'T' Heel B Toe Footing Width SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN _ _--- Waterproof with Henry HE107 Asphalt Emulsion and install TerraDrain Sheet 101 Drain Board or Equivalents Burrito Drain (See Detail B) DSM Wall 1 Drain to Connect to Keystone Wall 20 Drain - III � III -III -I I- III - III -I 1I- 1" =16" Solid Grout All Units Standard DSM Unit Top of Footing Void Se Schedule for Spacin Bottom of Excavation Native Soil, AS BUILT Cross Reference between Sections A, B & for Missing Information (4) #5 Cont. Long Reinforcement - Equally Spaced (1) #6 Transverse Reinforcement @ 18" O.C. (1) #5 Key Reinforcement @ 18" O.C. for K >6" Key Location Can Vary on the Toe Side of Footing x F M (1) #5 Cont. Long Reinforcement for K >6" Y J 'T' `HL' Toe B' Heel Footing Width L x m W 0 I X W X M 00 2 -3/4" -WR @18" O.C. with Standard Hook See Table Galvanized #3x Continuous (Additional (2) Top and Bottc Ili =1 I I �1 I I I I I -I , Burrito Drain -I I -I I III -III- See Detail B O .III _III -III = III -II - 0 0 � 00 llll��llllillll,; 1111 LO (4) #5 Cont. Long Reinforcement ~ Equally Spaced (4) #5 Cont. Long Reinforcement • � � Equally Spaced (1) #5 Transverse Reinforcement (1) #5 Transverse Reinforcement (1) for Konnt. Long Reinforcement @18 "O.C. @18 "0C Y Z 0. g.. W W (1) #5 Key Reinforcement (1) #5 Key Reinforcement 'T' HL Z @ 18" O.C. for K >6" @ Key Location Can Vary Key Location Can Vary Toe B Heel (� on the Heel Side of Footing on the Toe Side of Footing Footing Width Z W U) �J rB� DSM SECTION _j 3" 3" 6" 3" 3" J J 11 1 16" Min. 1" of Concrete Cover, Min 3" to Soil �� N 0 • Horizontal Reinforcement 6 Z W W J _ A TYPICAL DRY STACK BLOCK °' Z Mirafi J Filter Fabric rtical Reinforcement or Equivalent z h Std. Hook 4" Perforated Drain Pipe 0 (SDR -35 or Equal) z ° 0 Free Draining 4" Crushed Ro w 1 Cu.Ft. /Ft. Length W W 0_ Long Reinforcement U) per Schedule Q BURRITO DRAIN N Transverse Reinforcement W per Schedule 2 NO SCALE 0 ui TRANSVERSE REINFORCEMENT W O CD L0 !I Leveling Pad When Using O s in Footing for Monolithic Pours r va cV LL QROFESS/0�y �\G� S S�RZ�i J DSM WALL ELEVATION WITH FOOTING STEP � 1 1 " =16" E p�63052016 A SERVIN ENGINEERING D- * * 2647 Gateway Road, Suite 105 -500 _J N9j CIVIL ?e Carlsbad, California, 92009 Qj FOF CAV�FC OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls, S DESIJGH BY DRJMN BY CHECKED NSS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (D PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DSM NOTES Ot DETAILS Z 1!/Z(, � DATE: 3 //_f/Z0 6 BY.- /M • ILA: i- BY. � � / /� A' /� A' T^ /� 12582 -G Z DATE � R.C.E. NO. 33538 MASIH MAHER GLENN PRUIM 1ylA ZANI A COVE < NICK S SERVIN W EXP. 6 -30 -16 S /gOfb DATE: s / / ��G A.P.N. 258 - 121 -12 & 13 CASE N0: 15 -008 TMDB /MUP /DR /EIA /CDP 11 OF 18 C(- DATE: SCHEDULE OF WALL REINFORCEMENT Nell i, ,, Cale detail FOOTING TOE IT' Heel FOOTING KEY WALL tuber Number WIDTH 'HL', THICKNESS DEPTH ' REINF. A%. 1 1 A/11 4' -6" 1' -10" 2' -8" 0'- 10.5" 1' -0" (2) #5@ 18" O.C. 1 22.,. 1 3' �j, 3' -3" 0 ° -10.5f 0' -9" (1) ##6@ 18" O,C. 22 1 C/11 6' -0" 3' -6" 2' -6" 0' -9" 1' -7" (2) #6@ 18" O.C. 22 ' 2 S /11 .. 51-Off 2-611 21 _6`1 01_ �. () ##5 22 3 B/11 5' -0" 2' -6" 2' -6" 0' -9" 0' -8" (1) #5@ 18" O.C. 22 4 B/11 5' -0" Z-6" 2, -6" ' 0' -9" Nane ' (1) #5@ 18' 23 1 B/11 5' -0" 2' -6" 2' -6" 0' -9" 1' -1" (2) #5@ 18" O.C. 23 " ; // 5' -0" Z -8" 2' -6" 0' -9" tiff (1) #5@ 8" O.C. 23 3 B/11 5' -0" 2' -6" 2' -6" 0' -9" None (1) #5@ 18" O.C. 24" 1 B /1A ";,. 2,Fr 2, -6ti OF_9r� %; Nane (1) #6@ 18" O.C.. 24 2 B/11 3' -0" 1' -6" 1' -6" 0' -9" None (1) #5@ 18" O.C. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK ITT �' 11 CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, JW $Iiiiii EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 EL 176.3 HWL �1 ill 1544-0- `■I\ 'HL' 'T' Heel B Toe Footing Width SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN _ _--- Waterproof with Henry HE107 Asphalt Emulsion and install TerraDrain Sheet 101 Drain Board or Equivalents Burrito Drain (See Detail B) DSM Wall 1 Drain to Connect to Keystone Wall 20 Drain - III � III -III -I I- III - III -I 1I- 1" =16" Solid Grout All Units Standard DSM Unit Top of Footing Void Se Schedule for Spacin Bottom of Excavation Native Soil, AS BUILT Cross Reference between Sections A, B & for Missing Information (4) #5 Cont. Long Reinforcement - Equally Spaced (1) #6 Transverse Reinforcement @ 18" O.C. (1) #5 Key Reinforcement @ 18" O.C. for K >6" Key Location Can Vary on the Toe Side of Footing x F M (1) #5 Cont. Long Reinforcement for K >6" Y J 'T' `HL' Toe B' Heel Footing Width L x m W 0 I X W X M 00 2 -3/4" -WR @18" O.C. with Standard Hook See Table Galvanized #3x Continuous (Additional (2) Top and Bottc Ili =1 I I �1 I I I I I -I , Burrito Drain -I I -I I III -III- See Detail B O .III _III -III = III -II - 0 0 � 00 llll��llllillll,; 1111 LO (4) #5 Cont. Long Reinforcement ~ Equally Spaced (4) #5 Cont. Long Reinforcement • � � Equally Spaced (1) #5 Transverse Reinforcement (1) #5 Transverse Reinforcement (1) for Konnt. Long Reinforcement @18 "O.C. @18 "0C Y Z 0. g.. W W (1) #5 Key Reinforcement (1) #5 Key Reinforcement 'T' HL Z @ 18" O.C. for K >6" @ Key Location Can Vary Key Location Can Vary Toe B Heel (� on the Heel Side of Footing on the Toe Side of Footing Footing Width Z W U) �J rB� DSM SECTION _j 3" 3" 6" 3" 3" J J 11 1 16" Min. 1" of Concrete Cover, Min 3" to Soil �� N 0 • Horizontal Reinforcement 6 Z W W J _ A TYPICAL DRY STACK BLOCK °' Z Mirafi J Filter Fabric rtical Reinforcement or Equivalent z h Std. Hook 4" Perforated Drain Pipe 0 (SDR -35 or Equal) z ° 0 Free Draining 4" Crushed Ro w 1 Cu.Ft. /Ft. Length W W 0_ Long Reinforcement U) per Schedule Q BURRITO DRAIN N Transverse Reinforcement W per Schedule 2 NO SCALE 0 ui TRANSVERSE REINFORCEMENT W O CD L0 !I Leveling Pad When Using O s in Footing for Monolithic Pours r va cV LL QROFESS/0�y �\G� S S�RZ�i J DSM WALL ELEVATION WITH FOOTING STEP � 1 1 " =16" E p�63052016 A SERVIN ENGINEERING D- * * 2647 Gateway Road, Suite 105 -500 _J N9j CIVIL ?e Carlsbad, California, 92009 Qj FOF CAV�FC OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls, S DESIJGH BY DRJMN BY CHECKED NSS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (D PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DSM NOTES Ot DETAILS Z 1!/Z(, � DATE: 3 //_f/Z0 6 BY.- /M • ILA: i- BY. � � / /� A' /� A' T^ /� 12582 -G Z DATE � R.C.E. NO. 33538 MASIH MAHER GLENN PRUIM 1ylA ZANI A COVE < NICK S SERVIN W EXP. 6 -30 -16 S /gOfb DATE: s / / ��G A.P.N. 258 - 121 -12 & 13 CASE N0: 15 -008 TMDB /MUP /DR /EIA /CDP 11 OF 18 C(- DATE: x x BF 169.67 BF 169.00 BF 169.00 x Case 2 Case 1 - Section A Section A 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +8.0 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 11 +80 11 +90 1 ®v - - _ - - - w _ z Lr. v o f o -� += DSM Wall 1 �� ®Q Keystone Wall 2 = CN Cn O a o + + �,� r z Front Pin Alignment + cc U) a � �LLJ 180 Cr NEW TW 119.61 NEW TW 116.61 185 TW 177.33 TW 177.33 .33 TW 181.33 175 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 180- .. 17, . 170- F BF 170.33 175 BW 176.00 BW 175.33 BW 175.33 10 BF 169.00 - BF 169.00 On U 2xs Note: DSM Wall 1 Drain to Connect to x Keystone Wall 20 Drain Case, Case 1 12.5' Section A Grid Length 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 1 +90 +90 12 +00 12 +10 12 +20 12 +30 12 +40 .12 +50 12 +60 12 +70 12 +80 w Z - -- Z cc Keystone Wall 2 + C) U + CY Q + Front Pin Alignment + + + + + a + C\ 2 C C14% F- 185- Cl) Cr TW 181.33 TW 181.33 TW 181.33 TW 181.33 180 -• .. ...... ..... .. .. .. ............ . . .• -- -- .. - -- -. -- ..................... -- -- - -...- -- .... -- -- ... -- -- - .... - -- ...- - -...- -- ...................... .... -- - ................. -- -- ..... -- ...... ......... ..................... ... ..... -- -• -- -....- -- ... ..............................- - - - - -- -- -• -- -..... -• - - -- ................ .... - -- .. _.............- - -- 175 BW 175.33 BW 175.33 BW 175.33 BW 175.33 BW 175.33 Case 1 12.5' Grid Length i 1 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 11 +80 11 +90 12 +00 12 +10 12 +20 12 +30 12 +40 12 +50 12 +60 12 +70 12 +80 II IB" O.C. w c ®J "1 *14 NOLE Keystone W a 112 C.6 .J Is M< 14 _ + } + F Front P Pin Alignment + AoOENOVM ®COURSES A�DI'.fl To RETRINI�IG U ® CouR�� C ®1JSTRUCTI ®►� s�l��>J��: + Q �5 R68AR I. Ry GAP VTQ + Z z 10UE ADDED IN j w !6RoVT WITH 1S. O.C. 1. WHER$ 6 CoVRSES OR LESS ARE AODEb DOWEL I/1" < TW 182.67 , �� '8x '�x2 5 kPA COW%M HOLES 8" DEEP AT 10' O.C• Iw CBplTr1't. OF CELT. x >> .r Legend. 185 TW 182.00 ' °xo x °� ' ?�S �s OO 8500 4 3. INStRT AwD BPoxy USK 2d INTD THE HOLES Finished Grade: �2x 2x9, ?c'S °O TW 1 00 8 .33 TW 184.67 �S/h l.l. iz>rl/�S10�/ A .......... ............................... 9,,5 0° TW 83.33 ._ •, - -- usING s1MPso►u sIE xP 1'ER IcG MESR -1112- Miragrid 3XT: _..._._._._._..._._._._ _ BW 162.67 KEI�IEL 13Y EJ61L a TW 181.33 . -- BW 182.00 7. vwxmimi: 180 - -" BW180.67 BW181.33 ��x x�i' S�GO�IrlT CoN►PANY AS 4. SPECIAL INSPECTION FOR SINPSPW $ I:T XP PER Standard II or DSM Unit: 0 BW 179.33 BW 160.00 �,2x, 8 ?WAS SO ICG #ESIL -IlIz • BW _ �x, s, .� Pvs�' crirck �#/$ -J6�7 21.5" Standard Unit: o - - - -•- -.... •• BW 177.33 BW178.00 ��x° 3xos� ?oo s DAD B�b�2o16, -- 5. STACK AODITIOIJAL C R ES wD GROUT WITH ompac II Unit: 0 vu s C 500o Psl cONGRETE uGT►oa AOHtYIV Cap Unit: BW 176 87 � axg� �o1 s 6, INSTALL CAP UNITS WITH CONSTR BW 176.00 2x 175 BW 175.33 2x8 $� ,S QROfESS70Vq S. Case G RZyz 5.0' C D5M SECTION r, w SERVIN ENGINEERING m Grid Length -- - _ - - -_ �- * ENo. 33538 xp. 6 -30 -2016 * 2647 Gateway Road, Suite 105 -500 p ��' CIVIL ?P Carlsbad, California, 92009 12 +60 12 +70 12 +80 12 +90 13 +00 13 +10 13 +20 13 +30 9TFOF CP��F OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engineering plans were designed for construction byHillsire Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls, REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DES IJGH BY DRj� BY CHECKED NSS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISED SKIP SKIIJ IA. 21 CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DSM WALL 1 & KEYSTONE WALL 2 PROFILE /1�S' Ullr EAST SIDE HWY. 101, 0.5 MILE NORTH OF 4AW 4 ' CHESTERFIELD. HORIZONTAL AS SHOWN ` � °z P_/19 BY: 12582 -G DATE: 3 /Z3 /zoT6 BY: M /✓� ^cam' DATE R.C.E. NO. 33538 MASIH MAHER GLENN PRUIM MAMZANITA COVE VERTICAL AS SHOWN NICK �ERVIN EXP. 6 -30 -16 ELEVA77ON: 73.612' DATUM: NAVD88 DATE: T /4/1(0 DATE: i A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMD8 1MUP 1DR /EIA /CDP 12 OF 18 F- KLF'AKLU: J 1ZV1ZU76 NLJA Z7UJ 7 is 0 J i 1 i r r ■ Q J Z L) z (n V U) w LU U) LU 0 LLJ O O LO CV LL J 0- J Z Z LU °OJ z w V + 1 D DSM Wall 1 V +U ®z a a Q� + + �w C/) CD 180-- N NEW TW 178.61 N NEW TMI 116 -41 N NEW -IW 116.6'1 TW 177.33 T TW 177.33 W W 177 33 T TW 177.33 175 T TF 174 •• F 1 • BF 173.67 1 17 .2 BF 173.00 172.54 ..... .. ... .. .. - '. F x B B, . i< . .. . .. ... .. .. ...... .. . .. . .. . .. ... V .. •• �' 170- B x B BF 171.00 r BF 170.33 8 89 f 61.0 f 6 ,, F- KLF'AKLU: J 1ZV1ZU76 NLJA Z7UJ 7 is 0 J i 1 i r r ■ Q J Z L) z (n V U) w LU U) LU 0 LLJ O O LO CV LL J 0- J Z Z LU PREPARED: 312912016 PLSA 2103 01 V C 0 a Keystone Wall 3 z O +® U ° U Fr ®nt Pin Alignment + + + + + <� CC U) � 190 TW 190.00 190.00 9 TW 190.00 185 "I x 7;9= I I I I BW 185.7 BW 181.67 BW 181.67 BW 181.67 BW 181.67 BW 181.67 BW 180 z B 183.67 Case 1 8.5' Grid Length 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 11 +80 11 +90 Keystone Wall 3 - - -- W Z Front Pin Alignment g O J -J °O r Keystone all4 N J += 04 oQ ~ Q + + + + + Lf + + �® + T Front Pin Alignment P CD <Z W Q� I-W I... 7 Ox 5 TW 177.67 1 5 (n U) W 180 C 'o 'ox 0xa v� 'p Ox x? un3 6'> ?S x66 �ry� 6yo h '`o Ox TW 176.33 Cr Cf G eS0 1 8 0000 TW 178.33 TW 178.67 x'��S 2p2`r TW 179.00 TW 178.67 ^ 178.33 ^� ,�Ox�^ y Tw 175.00 19 TW 190.00 7 00 ^ox0 ryy TW 173.67 boy x (� po 1 ' ,2 175 ^Ox9�• •• Sp TW 173.33 185 ,. ,2 ...... .. .. ... .. .. ...... .. .... . .. .. . - - O �2 2S W 187.67 xSB 170 BW 171.00 BW 170.33 ... .. ...... .. ...... .. ... .. .. .. .. .... BW 170.33 BW 181.67 BW 181.67 '�'z Op BW 18 .67 x 180 s, r BW 183.67 Case 2 Case 1 Case 3 Case 1 8 5' Grid Le`Jngth Grid Length Grid Le`jogth Grid Length '... 80 11 +90 12 +n( 12 +10 12 +20 12 +30 i 12 +40 12 +50 12 +60 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 Keystone 5 CD J Q �� Keystone Wa l 16 �cc ® +� Front Pin Alignment U g W a ( + + + Front Pin Alignment + + + r ® J � J U) U) + + O r Z W ...... TW 201.00 0 00 ^o T 200.67 ^fix TW 200.33 TW 200.33 I.- W 200 .. ...... .. 1 75 Cn m W 199.33 -- ... - -- TW 173.33 BW 198.67 •. .. BW 198.00 .• ...... _...... .... - _ " -- BW 198.00 " BW 197.33.._. x BW 196.67 -•••• .. - - --• - _ -- BW 196.67 � x '.. 170 . .. .. 195 BW 170.33 x _ • • - z BW 19533 .. . z BW 194.67 - -••• .. .. ... .. .. ...... .. ... BW 194.67 _. BW 195.33 7' BW 196.00 x ,'x0> �jx, x BW 194.00 BW 194.00 �0, 7� p0 ms`s Case 1 r z z X900 Grid Length BW 196.00 1 ® +Q® 10 +10 Case 2 4.5' Case 1 7.0' Case 2 4.5' _ Grid Length Grid Length Grid Length 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 C3 Keystone Wall 7 LO CV J o Front Pin Alignment t j TW 191.67 , vp ,Ox 70x0 TW 96 00 195 C m TW 190.33 'Ox �y Ox06 Og�S 9SO op S 193.67 - - TW 189.00 pz0 TW 187.67 00 TW 192.33 93.33 TW 193.00 TW 192.67 •• - - BW 194.33. V) BW 193.67 �� ■ Legend TW 186.67 TW 187.00 'Ox 00p �S •.•`� ■ Finished Gradeu .......... .....................•......... 190 '0x,9 Sp . .. 1p ' 'Oz px, �S sp _ - - -• '... Mira rid 3XT: .._._._._..._._._._._.. xo0 0� �s op •• - . -• - - -••• .• -- ••- •• .... .. .. .- •• BW 168.33 �p BW 'px xes Standard II or DSM Unit: o 185 _ _ .. TW1 6. BW 1as.s7 ox BW 186.33 �px� BW oxsOp e AA C 21•J�� Standard Unit: BW 185.00 x �. BW 184.33 �x Sp0 v2�'S Compac II Unit: ?S Cap Unit: Case 2 Gravity Section Case 1 5.0' Case 2 '�, Gravity Section QROFESS /o S SFRGF2 No Grid Required Grid Length No Grid Required �w�\G� 2 2 a 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 Exp. 630 -2016 SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 - - - -- - - -- CIVIL ?� 9TFOF Carlsbad, California, 92009 CPL OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Retaining Wall. and may not be used by any other contractor without wdffen permission by Hillside Retaining Walls. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED DRAWN BY CHEgKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. S -BUILT I / l CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY.; 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVA110N: 73.612' DATUM: NAVD88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN / / /� ✓ )Z ! /% PLANS PREPARED UNDER � NICK S SERVIN THE SUPERVISION OF DATE: .5/Z? /x016 R.C.E. NO. 33538 EXP. 6 -30 -16 RECOMMENDED Al V BY: 11'1 • All BY: MASIH MAHER GLENN PRUIM DATE. Sle /t6 DATE: S// 6 MANZANITA A.P.N. 258 - 121 -12 & KEYSTONE WALL 3 - 7 PROFILE COVE 13 CASE N0: 15 -008 TMDB /MUP /DR /EIA /CDP 12582 -G W1.1 19 DATE 13 OF 18 PREPARED: 312912016 PLSA 2103 01 V C 0 a PREPARED: 312912016 PLSA 2103 7 R C CD CD 0 0 0 0 ne ui z z LU 06 U) J >J C� Z UJI LLJ p® vJ J J a] z Z O U �z�n LLJ V I Uj Q N W a LO 0) r r LL . J CL J Z Uj z Keystone Wall 8 Keystone Wall 10 Front Pin Alignment CD of Ke stone Wall 9 N J Back Pin Alignment ®� g o ®J o o f ®Q r J ° Z + + + Front Pin Alignment Q Z °' oo i Q _ i� 0Z +a Qw �� 0Z ®S + + + 0� CO T- T--� 200 m Q Z TW 192.3 7p x 200 i- LIJ 7px O ~ Uj W 5 TW 191.00 oxp9 7s Sp � O W 194.00. T 0 TW 195.67 ��s • ..... .. ..... BW 196.67..... 195 c �-• c G c c C c ••+r• r �� c C c >;; •- 191.67 195 - -.. - _.. BW 195.33._ �.. BW 196.00 7px� BW 194.33 c. c C c �:... ...c - -e- c._.. BW 193.57 G ---. C - - c C 190- ..• •• BW 190.33 Ox BW 194.67 x O� 2S Alq/ BW 193.00 .. .... • •••• BW 189.67 7p BW 189.00 x px� s�Sp S x BW 188.33 7px 190 BW 187.00 BW 87.67 7px7 x'23o BW 191. Cases 1 8 2 Case 2 Case 1 8 'mss Gravity Section ' Gravity Section 4.01 185 Case 2 Case 1 Case 2 No Grid Required No Grid Required Grid Length 5.01 Grid Length 5.01 5.01 Grid Length Grid Length 10+00 10 +10 10 +20 10 +30 10 +00 10 +10 10 +20 10 +30 10 +00 10 +10 10 +20 10 +30 10 +40 ICC6)) Keystone WaII 11 oz +_ + + + + + Lr' + w Front Pin Alignment i- Q U) m TW 202.33 TW 202.33 205- 7p 70.x 7pxS x OA9S x8 Oo0 ry. S px70 x�i0 B��S 9�`s o 0 6 TW 03 00 r�0 -�S TW 03.33 TW 20 Sp o TW 201.6 TW 201.33 202.00 TW 202.3 20 00 TW 201.00 20O .... .. .. ... .. ..... BW 19967 77x8 BW 199.00 •• BW 199.00 7j BW 198.33 - -- ••• •• - •• • -- BW 198.33 7jx x88 BW 197.67 BW 197.00 BW 197.00 BW 197.67 77x 8p 'Op 2s 1. x 195 Case 2 x Case 1 S Gravity Section 5.01 No Grid Requirement Grid Length 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 11 +80 11 +90 1 Lr W Lr z Keystone Wall 11 J ga. Keystone V�/a 1 112 + CC Standard II Units Front Pins Q + + = Compac II Units Front Pins + Z Back Pin Alignment Q 0 Q W LU U) °° cn v d TW O6 6 xry TW 206.33 33 0�'�° ^Ox °x96 ryy xn0, ^^ h 3• h0 O ^xry � 2O5,.. ... . ' .. ... .. .. ... 06 00 05 6 ^ ^ ^xry� xy �ry� ^ x OS 00 TW 204.67 204.33 a 205- BW 205.00 BW 204.33 .. .. ...... .. .... •• •. ..- .. .. ...�. .• TW 204.00 TW 203.67 203.33 TW 203.33 x BW 203.67 BW 203.00 •- •- . -•TW2 BW 202.33 1 1 1 •• ••••.. 1 1 21 21 21 2� 24 2, 21 �.... ...... . x x BW 201.87 BW 201.00 • 2,1 21 21 21 21 21 29 '� i 29 29 2'r 29 29 • • BW 201.00 !, 2OO x x BW 200.33 BW! 23 21 1a?� 9t7 21 .` 20O 67 ) BW 200.33 72x %X00 x x BW 199.00 ' 2BW 198.33 27 , 7x98'V 1S x x x 195 195 Case 2,. Gravity Section 1.0 Case 3 Gravity Section WINE Case 2 Gravity Section - No Grid Requirement Grid Length _ Grid Length 12 +00 12 +10 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 1 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11+50 1 W Z o LO J Lr J + Keystone Wal 112 : �® Back Pin Alignment LU 205 b ^xb6 ° h 203.67 ^ 203.33 ^x616 ^ 60 ^ ^ 4 x1 ^x� le- 2 .0 -- '` O ti 5 ^x60 h� \ O TW 199.67 TW 199.00 ppn ■ Legend: ■ ■ Finished Grade: .......... ............................... Z. 2. '1 -t T ,` x6 e0• TW 20 33 TW 0 0 'N ^x a1 2t z92t z1 7 z1 .21 21 "1 0 .67 `` TW2 °1.33 60 gy0 x9 9 r�'� nx ryy O x0 1• 00 1z' 198.3 TW 3 TW 197.67 2' 21 x� 2 2' z +^ z. 21 t zf .1 z1 21 24 - TW 201.00 -.a '` TW 00 6 °• 5 >,`L x x^ h N� Miragrid 3X�: ----------------------- 200 -• 21 21 . 1 J1 x� a: 21 1 21 21 z1 11 21 z1 1 17 21 21 i z1 1 a1 z1 > 21 ;;.i 2 2 2 21 :i J1 :_, 21 21 PI -•�? 1 21 29 2! 29 21 21 21 21 24 31 21 21 2 21 ,�, 21 00 33 TW 00 00 � x�6 �ti 9�° 5 x� Standard II or DSM Unit: 0 dY 21 21 21 21 21 21 29 21 29 29 21 21 21 21 21 2s a9 21 qN xrL�,. BW 199.00 21 21 21 21 21 2i 21 2i 21 _' 2•. .^s1. %'. 21 21 21 21 21 21 BW 198.33 21 2, 21 21 -21 21 21 21 E �, •2* 4W .1. 2ti 21i 2I 21 21 21 21 21 81 2S .. �1 2A 21 29 v� t 21 <1 N /d- 21.5" Standard Unit: BW 197.67 21 21 21 2i 21 21 21 21 21 21 21 25 21 2t 1 i 24 - • 4E? •• ...... .. .. 9z1 x BW 197.00 21 29 29 x 29 21 `21 21 21 21 27 z1 21 BIN 196.33 a9 2i 29 - -' - -- '• •••••• .. •• Compac II Unit: o 1 95 x x x BW 195.67 BW 195.00 Cap Unit: Case 1 Gravity Section Case 2 Gravity Section x Case 3 Gravity Section Q ?oFESS/pN o s. q� Grid Length Grid Length Grid Length 11+ 0 11 +60 11 +70 11 +80 11 +90 12 +00 12 +10 12 +20 12 +30 12 +40� w No. 335382 m SERVIN ENGINEERING _ _ ___ _ Exp. 6 -30 -2016 A * * 2647 Gateway Road, Suite 105 -500 Lp CIVIL rre�Q Carlsbad, California, 92009 F OF Cpl \F� OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESiONEDBY DRAWN BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NSS il AS -BUILT I/ CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. HORIZONTAL AS SHOWN ///7 / /°/ PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 /.Z`I /.zolb R.C.E. NO. 33538 RECOMMENDED APPROVE BY.• M� MAHE BY. GLENN PRUIM A,� //��n' //►► MQNZ/'°11VI�H KEYSTONE WALL 8 - 12 PROFILE COVE 12582 -G � �1DA�TE ELEVATION: 73.612' DATUM: NAVD88 VERTICAL AS SHOWN NICK S SERVIN EXP. 6 -30 -16 DATE. S19116 DATE: � / //L A.P.N. 258 - 121 -12 & 13 CASE N0: 15 -008 TMDB /MUP /DR /EIA /GDP 140F 18 PREPARED: 312912016 PLSA 2103 7 R C CD CD 0 0 0 0 ne ui z z LU 06 U) J >J C� Z UJI LLJ p® vJ J J a] z Z O U �z�n LLJ V I Uj Q N W a LO 0) r r LL . J CL J Z Uj z 205 200 OJ O J O O Z r e Q E- W C/) m 205 200 210 205 OJ ®� + Z r(D � W U) CO i I I �, 162 10 +00 O J O J O + OZ Q� �W U) m 10 +00 REVISIONS 10 +00 10 +10 IMMIX 10 +20 10 +60 10 +70 11 +60 11 +70 11 +80 10 +30 10 +40 10 +50 Keystone Wall 14 Front Pin Alignment 10 +20 10 +30 10 +40 10 +50 Case 1 5.0' Grid Lenc 10 +60 Keystone Wall 15 Front Pin Alignment Case 2 Case 1 Gravity Section Gravity Section No Grid Required No Grid Required 10 +10 10 +20 10 +30 10 +40 10 +50 Keystone Wall 17 Front Pin Alignment Case 1 5.0' Grid Lent 10 +10 10 +20 10 +30 10 +40 10 +50 APPROVED DATE REFERENCES DATE BENCHMARK 77111; CITY OF ENCINITAS ENC -41, 2.5- BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 10 +60 10 +70 Case 2 10 +60 10 +70 SCALE 10 +70 10 +80 Case 2 Gravity Section No Grid Required 10 +80 LO h J J + + O ro Qz F- W AS BUILT + 10 +90 10 +80 10 +90 O I Lo J �� + O �o H LU U 210 205 041161 O J O J O + OZ Q� F- LU U) 00 11 +00 10 +00 11 +00 11 +10 11 +10 11 +20 11 +20 11 +30 Case 2 - 5.0' Grid Lang 11 +30 Keystone Wa 1 116 Front Pin Alignment PLANS PREPARED UNDER HORIZONTAL AS SHOWN 0— D TE VER77CAL AS SHOWN NICK S SERVIN 10 +10 Case 1 — Gravity Section No Grid Required 10 +20 10 +30 e'n "w 0, APPROVALS NSS THE SUPERVISION OF RECOMMENDED APPR01 DATE: .5// -T /Z0A BY. • �• ItA BY. R.C.E. NO. 33538 MASIH MAHER GLENi EXP. 6 -30 -16 Ind TF• Si/9 /) 6 nA TT 11 +40 10 +40 11 +50 OJ J 05 Q + r r Q z 1-- W Cb O O CD J � J r L+ Q In + C) -, Q z CD i- W r` C/) `- (D z 1 o � . W W Z (D z W 06 J J 11 +40 11 +50 `tea (D z_ z I Q W J J H z X05 J z z (D CIO W t ui U) a N W Legend: Finished Grade: c-1 Miragrid 3XT: ....................... 0 Standard II or DSM Unit: o m LO 21.5" Standard Unit: o Compac II Unit: o Cap Unit: LL CD �� `tiFSSSF��yz J ud Exp. 63052016 rh SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 J tPq CIVIL ��Q Carlsbad, California, 92009 J TFOF CAV�F� OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engineeingplans were designed for construction by Hillside Retaining Walls and may not be use tl byanyoth order tracbr with out writlan permission by Hillsitle Ra ring Walls. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. (0 KEYSTONE WALL 13 -14 PROFILE z .. - 12582 -G z RUIM MANZANITA COVE W S// �( A.P.N. 258- 12i -72 & 13 CASE N0: 15 -008 TMDB /MUP /DR /EIA /CDP 15 OF 18 � PREPARED: 3/29/2016 PLSA 2103 x BW 199.33 195 ••�- �• BW 195.00 -� - -�- (1 1 Case 3 Case 2 Case 1 Case 3 Case 1 ` Gravity Section 4.0' 4.5' Gravity ection Y Gravity Section No Grid Required Grid Length Grid Length No Grid Required No Grid Required 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 10 +00 10 +10 Keystone Wall 19 of CD ® Front Pin Alignment U) Keystone na l l 20 + � ro a O J W I � = Front Pin Alignment z O Q 04 -� Q + i + M j P + > °x O °2 x °Q'' ooh° t�° y 7 5 Q r z 175 25 TW 174.33 ^O ^ °x^ pg ��1 115 7.x ?S x�� 1 i- W W TW 173.6 ^O ^ °x x^ 2S ^^ Q W 173.33 TW 17 0 ^ TW 173.00 CO cr 205 - TW 172.67 TW 172.33 TW 172.33 'Oxu 7 Ox 2 p - • ... Ox0 ,5 . >S .• • .. .. .I .. 5`�`S -01.00 201.67 170- -- •• • -- • . .. .. ...... .. .. . .. .. .. ...... .. ...... .. .. • -- ' TW 200.33 TW 200.67 r% L rs C _ W 169.00 20O C G C G C G ti c- Cyr -�C� �C� �CIC C� GIC� BW 199.33 BW 167.00 BW 167.00 BW 167.00 Case 1 9y Gravity Section x 850 'S No Grid Required Grid Length 10 +00 10 +10 10 +20 10 +30 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 O J v v � o� Vista DSM Wall 22 00 ¢ + CIS O Z cc r r e + + r U) m (/) W 215 0 TW 211.00 33 ^^ 25 TW 210.33 ^^ 210 • -•• -- -- ........ _ TW 09 67 20 .75 F 20 .0 ...... ',. BF 208.00 ;,, ,,, „ - ;U7Z .... .. .. ... BF 207.33 BF 206.67 ' - i &01 •••... .. .. 205 BF 206.00 �' ' " BF 205.33 . -, .. .. x BF 204.67., .. .. ...... .. ...... . .• -0 " x BF 204.00 BF 203.33 '' .7 A9111 BF 202.67 '- F 202.00 200 x z.''.. Case 4 Case 3 Case 2 Case 1 Section a Section a Section a Section a 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 11 +80 O J V Vista DSM Wall 24 C+ � Vista DSM Wall 23 J ®J O J ® J OZ oQ L6 J Q V + TW 212.33 TW 213.00 Q z �,. O + Q .. 215 ~ m 7ix° ,x055 F- LLJ O ® Z TW 214.33 _ TW 3 6 < TW 213.00 ,Ox < Z TW 208-33 209.00 'Ox 7Ox5ti °xy2 °O 9S2S °O - 21 5 - m UJ TW 211.67 ,Ox °9 72,5 (� W T 207.00 °x zo '�S TW21 00 TW �, • , III Legend: Finished Grade. °x 0" TW 210.3 TW 2 9.67 Ox ' S .......... .............. ................. 210 °� �61 Tw 2oss7 °s 'Ox°SrSO SO _ ,� , '� 'Ox °2 , .42 Miragrid 3XT: ....................... S d net o ,Sri - ...... .. .. ... .. .. . . .• -- .. .....- - F210.00 10 : 'px�ii 21 5 °' Standard Unit 0 205 ..... - -- . - •• .. .. ............. - BF a ar or .. . ... .. .. - - - - -• 0 . 2 �' �. - , , -. _, _ , .. BF 2041.00 v0 BF 208 v °x ' n 1 0 vb a° � � Compac II Unit: 0 .75 . BF 203.33 10 xA BF 207.33 • 72 KIA IA VA 10 BF 202.67 IOx x,° 9 `�s �px0 BF 210.00 Cap Unit. BF 202.00 1Ox 2� 'B° F 206.00 205 v BF 208.67 BF 201.33 �Ox �5 •de BF °x0 OFESS /p 200 OS° BF 204.67 .� BF 07.33 Case 1 B Case 2 B Case 3 B Case 1 BF 204.6 Case 2 F 206. 0 2m Section Section Section B B w No.33538 m SERVIN ENGINEERING 11 11 11 S2CtlOn 11 S2CtlOn 11 z Exp.6 -30 -2016 -m * * 2647 Gateway Road, Suite 105 -500 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 sqT� CIVIL o��P (760) ad, 1792 FAX: (7609 10 +00 10 +10 OF cp'v� OFFICE: (760)931 -1792 FAX:( 760)931 -1892 These engineering plans were designed her wnst ruet ionby Hillside Retaining Walls andmay not be used by any other contract or without written permission by Hillside Retaining Walls. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIJGH BY DRAWN BY CHECKED BY NSS APPROVALS CITY OF ENCINITAS ENGINCERING DEPARTMENT DRAWING NO. ill"I r jk CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV D KEYSTONE WALL 18 - 21 & DSM WALL 22 - 24 PROFILE EAST SIDE HWY. 101, 0.5 MILE NORTH OF ''// CHESTERFIELD. HORIZONTAL AS SHOWN /y j�Z�cJ gy. �,1 A� ABTA P� c 1 on �- �,/- DATE: 3 /zq /zo/s BY.' M� M� GLENN PRUIM IVANZANI A COO e�� ®L ®� VERTICAL AS SHOWN NIC S '�� R.C.E. NO. 33538 EXP. 6 -30 -16 r A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB MUP DR EIA CDP 16 OF 18 ELEVA110N: 73.612' DATUM: NAVD88 DATE: S � 9 � � ` DATE: .S j L PREPARED: 312912016 PLSA 2103 7 7 0 G Do 0 i I .y I' P Z (D CALU Uj LLJ LU 0 LU O t1') CV LL Q J >J 9 J LO K Keystone Wall 21 Keystone Wa 1 118 + ¢ + N Front Pin Alignment C) K +Q ¢ N J J F C) + + + + +_ = =Q + + + ++ � �Q o z F Front P Pin Alignment o C) o C cr F ®a F- z LLJ z z , , Q QZ + ++ + ++ QZ P. L ® x , , ,x 7 I° Lt.i w 205 T TW 205.00 LN z C C5 V V ° 2 S T T 43 25. ° TW 05 W W m U) T 04 00 c � a • Y� �� •�• •�• C c c c c t; ru <: e t; r: z; c z: c � 200 C x, C C G BW 203.33 BW 202.67 1 1 1 1 1 1 B BW 202.00 • •• •• y y TW 196.67 200 x x x x B BW 200.67 PREPARED: 312912016 PLSA 2103 7 7 0 G Do 0 i I .y I' P Z (D CALU Uj LLJ LU 0 LU O t1') CV LL Q J >J 9 N \Z _ TREES WITHIN FIVE FEET (5') OF PAVING, WALLS AND FENCES SHALL HAVE ROOT BARRIERS (TYP.); REFER TO DET. 01/16 NOTE.° • REFER TO SHT. 16 FOR TREES, SHRUBS & GROUND COVER LEGENDS r- v A ^r CYNODON DACTYLON TURF BULLS EYE' HYBRID BERMUDA SOD M j_. BACCHARIS SALICIFOLIA AGA AGAPANTHUS AFRICANUS PETER PAN LILY OF 1 GAL. MEX BAC SAL ELDERBERRY PP PETER PAN' THE NILE 1 GAL. L COYOTE BRUSH JUN COP KIR COPROSMA X KIRKI1 NCN 1 GAL M EUC EUCRYPTA EUCRYPTA CHR CHRYSANTHEMIFOLIA POD GRA SCR HEM HEMEROCALLIS HYBRID 'S7ELLA DAY LILY 1 GAL. PURPLE LANTANA 1 GAL L SDO DE ORO' ERI ERIOGONUM FASCICULATUM CALIFORNIA !! COMPACTED BACKFILL LIM PER LIMONIUM PEREZ11 STATICE 1 GAL. L VL NAN NANDINA DOMEST /CA 'GULF GULF STREAM 5 GAL L 1 GAL. VL GS STREAM' HEAVENLY BAMBOO PINE p,l lG SAN SANTOLINA LAVENDER COTTON 1 GAL L L BIOSOL FORTE 7 -2 -1 ORGANIC CHA CHAMAECYPARISSUS 1 t BACK OF OTRUNK ARC ARCTOSTAPHYLOS HOWARD MCMINN 8' -0" MIN. .. HM 'HOWARD MCMINN MANZANITA 5 GAL L TORREY PINE PIT PITTISPORUM CRASSIFOLIUM TOR ® COM ' COMPACTUM' COMPACT KARO 5 GAL. M M Q LAV LAVANDULA ANGUS77FOLlA 'BLUE ENGLISH LAVENDER 1 GAL. L L ANG CUSHION' PLA PLATANUS RACEMOSA CALIFORNIA RHA RHAPHIOLEPIS !NDICA BALLERINA INDIA BAL 'BALLERINA' HATHORN 5 GAL. L ROS RUG ROSA RUGOSA HANSA' SEA TOMATO 5 GAL. M PHO PHOTINIA X FRASERI RED PHOTINIA 5 GAL. M RR ROBIN' PIT PITTOOSPORUM TOBIRA 'VARIGATAI VARIGATED 5 GAL. M TOB PITTOSPORUM ROS ROSMARINUS OFFICINALIS BLUE SPIRES BS 'BLUE SPIRES' ROSEMARY 5 GAL. L SAL SALVIA LEUCANTHA MEXIC AGE AN BUSH 5 GAL. L A ^r CYNODON DACTYLON TURF BULLS EYE' HYBRID BERMUDA SOD M j_. SHRUBS SHRUBS BAC SAL BACCHARIS SALICIFOLIA ARC ARCTOSTAPHYLOS EMERALD SAMBUCUS MEXlCANA NCN MEX BAC SAL ELDERBERRY EC CARPET' NCN 1 GAL. L COYOTE BRUSH JUN COP KIR COPROSMA X KIRKI1 NCN 1 GAL M EUC EUCRYPTA EUCRYPTA CHR CHRYSANTHEMIFOLIA POD GRA SCR SCROPHULARIA LAN ON LANTANA MONTEVIDENSIS PURPLE LANTANA 1 GAL L L ' ERI ERIOGONUM FASCICULATUM CALIFORNIA !! COMPACTED BACKFILL FAS L ROS ROSMARINUS OFFICINALIS HUNTINGTON VL \ ♦� \,l Q w" PIN HC HUNTINGTON CARPET' CARPET ROSEMARY 1 GAL. VL SHRUBS SHRUBS BAC SAL BACCHARIS SALICIFOLIA MULEFAT SAM SAMBUCUS MEXlCANA NCN MEX BAC SAL ELDERBERRY ART DOU ARTEMESIA DOUGLASIANA MUGWORT BAC PIL BACCHARIS PILUARIS COYOTE BRUSH JUN JUNCUS SP. RUSH SP. BLACKBERRY M EUC EUCRYPTA EUCRYPTA CHR CHRYSANTHEMIFOLIA POD GRA SCR SCROPHULARIA CAL CALIFORNICA CALIFORNIA FIGWORT H COASTAL SAGE SCRUB MIX 51 # /AC. I 2,000# /AC PROMATRIX BIM BIOSOL FORTE 7 -2 -1 ORGANIC FERTILIZER 800 # /ACHYDROP OST PREMIUM COMPOST BAC PIL BACCHARIS PILUARIS COYOTE BRUSH NCN 24" BOX BAC SAL 84CCHARIS SALICIFOLIA MULEFAT CORYMBIA F,CIFOLIA RED FLOWERING GUM RCAL ROSA C:ALIFORNICA CALIFORNIA ROSE ii GIN BIL RUB UR RUBUS URSINUS BLACKBERRY M 20' WIDE SAM S4MBUCUS MEXICANA MEXICAN + POD GRA MEX FERN PINE ELDERBERRY x LION ART DOU ARTEMESIA DOUGLASMIVA MUGWORT L ' ERI ERIOGONUM FASCICULATUM CALIFORNIA !! COMPACTED BACKFILL FAS L BUCKWHEAT H COASTAL SAGE SCRUB MIX 51 # /AC. I 2,000# /AC PROMATRIX BIM BIOSOL FORTE 7 -2 -1 ORGANIC FERTILIZER 800 # /ACHYDROP OST PREMIUM COMPOST Q ARB MAR ARBUTUS 'MARINA' NCN 24" BOX L 0 COR FIC CORYMBIA F,CIFOLIA RED FLOWERING GUM 15 GAL./ 24" BOX M L BUSH SUNFLOWER GIN BIL GINKGO BlLOBA FAIRMONT' MAIDENHAIR TREE 24" BOX M 20' WIDE M 1,000 # /AC ARTEMESIA CAUFORNlCA CALIFORNIA 1 GAL. VL Q4 From S &S SEEDS O SAGEBRUSH SCALE MALE ONLY M ENC CAL ENCELIA CALIFORN1CA BUSH SUNFLOWER 1 GAL L 805 684 0436 HET 20' WIDE a + POD GRA PODOCARPUS GRACILIOR FERN PINE L x LION M/MULUS LONGIFLORUS 7 BA R ER` CONTINUOUS 5 GAL. L { 8 MONKEYFLOWER Q COMPACTED BACKFILL Og L COASTAL SAGE SCRUB MIX 51 # /AC. LEMONADE BERRY 5 GAL. VL \ ♦� \,l Q w" PIN CANARY ISLAND H EDGE OF PAVING 3,000# /AC 1 18 OF 18 CAN PINUS CANARIENSIS PINE p,l lG PROMATRIX BFM PURPLE SAGE 1 GAL VL 1XX DISTANCE FROM L BIOSOL FORTE 7 -2 -1 ORGANIC 11 1 t BACK OF OTRUNK L FERTILIZER 8' -0" MIN. .. CENTER OFT RE E 800 # /ACHYDROP PIN PINUS TORREYANA TORREY PINE L OST PREMIUM TOR COMPOST 1,000 # /AC M From S &S SEEDS L 805.684.0436 PLA PLATANUS RACEMOSA CALIFORNIA N/A JCOMMUNITY GARDEN IN /A I N/A RAC SYCAMORE QUE ACE QUERCUS AGRIFOLIA COAST LIVE OAK AMEND NATIVE N/A SOIL PER SOIL REPORT 24" BOX 24" BOX 24" BOX STANDARD L 40' HIGH X ART ARTEMESIA CAUFORNlCA CALIFORNIA 1 GAL. VL Q4 CAL O SAGEBRUSH SCALE MALE ONLY M ENC CAL ENCELIA CALIFORN1CA BUSH SUNFLOWER 1 GAL VL M HET 20' WIDE a ARB HETEROMELES ARBUTIFOLIA TOYON 5 GAL. L t LION M/MULUS LONGIFLORUS 7 BA R ER` CONTINUOUS 5 GAL. L { 8 MONKEYFLOWER Q COMPACTED BACKFILL Og RHU INT RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL. VL 10 FINISH GRADE EDGE OF PAVING 1 18 OF 18 p,l lG SALVA LEUCOPHYLLA PURPLE SAGE 1 GAL VL N/A JCOMMUNITY GARDEN IN /A I N/A RAC SYCAMORE QUE ACE QUERCUS AGRIFOLIA COAST LIVE OAK AMEND NATIVE N/A SOIL PER SOIL REPORT 24" BOX 24" BOX 24" BOX STANDARD L 40' HIGH X STANDARD L 70' HIGH X 30' WIDE STANDARD L 50' HIGH X 40' WIDE MULTI TRUNK 24" BOX M 70' HIGH X 40' WIDE STANDARD, 36" BOX L 60' HIGH X 50' WIDE STANDARD 15 GAL M 20' HIGH X 10' WIDE NATURAL SALIX GOODDINGII GOODDING'S WILLOW 15 GAL. H BRANCHED; I " G00 ( X 25 WIDE EL GEND 40' WIDE STANDARD L 40' HIGH X Q4 25' WIDE O STANDARD SCALE MALE ONLY M 50' HIGH X OTHERS) 20' WIDE OCCURS) LOW BRANCHED M 40' HIGH X 20' WIDE STANDARD L 70' HIGH X 30' WIDE STANDARD L 50' HIGH X 40' WIDE MULTI TRUNK 24" BOX M 70' HIGH X 40' WIDE STANDARD, 36" BOX L 60' HIGH X 50' WIDE STANDARD 15 GAL M 20' HIGH X 10' WIDE NATURAL SALIX GOODDINGII GOODDING'S WILLOW 15 GAL. H BRANCHED; I " G00 ( X 25 WIDE EL GEND RAINVILLE ►BYE LANDSCAPE ARCHITECTS 100 W. MAIN STREET, SUITE 12, TUSTIN, CA 92/80 TEL.: (714) 838 -7200 E —MAIL: garybye ®att.net REVISIONS 5' (MAXIMUM) Qj PLANTING AREA Q4 VEHICULAR PAVING (BY O WALL OR FENCE (WHERE SCALE A S B'UMT ��7 DESIGNED 8Y DRAWN BY OTHERS) ENG G DIVISION APPROVALS OCCURS) DRAWNG NO. 24" ROOT NDS ROOT S-BU lT J - CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 HORIZ.: AS SHOWN VERTICAL NIA COMPACTED SUB -GRADE O8 ROOT BALL MANZANITA COVE CASE NO: 15 -008 TMDBIMUP /DR/EIA/CDP 9' 7 BA R ER` CONTINUOUS { 8 AROUND PLANTER. Q COMPACTED BACKFILL Og TREE TRUNK 10 3 O3 CONCRETE CURB OR ' 10 FINISH GRADE EDGE OF PAVING 1 18 OF 18 pprpeRFn• in /a q /9m r; t t 1XX DISTANCE FROM 11 1 t BACK OF OTRUNK e ' 8' -0" MIN. 8' -0" MIN. .. CENTER OFT RE E -I -i in LINEAR ROOT BARRIER AT PAVING, WALLS & FENCES SCALE: NTS XLD— PLNT— MISC— Linear_Root— Barrier_at_Pc,, ing a 00 RAINVILLE ►BYE LANDSCAPE ARCHITECTS 100 W. MAIN STREET, SUITE 12, TUSTIN, CA 92/80 TEL.: (714) 838 -7200 E —MAIL: garybye ®att.net REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE A S B'UMT ��7 DESIGNED 8Y DRAWN BY CHECKED BY ENG G DIVISION APPROVALS CITY OF ENC gITAS PUBLIC WOFM DBPARThEMT DRAWNG NO. S-BU lT J 3 'I°► CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 HORIZ.: AS SHOWN VERTICAL NIA PLANS PREPARED UNDER THE SUPERVISION OF DATE: RECOMMENDED APPRO D BY �� • /✓� BY. MASIH MAHER GLENN PRUIM DATE, Sig /!e. DATE, Et n MANZANITA COVE CASE NO: 15 -008 TMDBIMUP /DR/EIA/CDP PLANTING LEGENDS A.P.N. 258 - 121 -12 & 13 1e�GOn�/� Gr�J�8 ��..ii DATE - 1 18 OF 18 pprpeRFn• in /a q /9m r; REVISED: 02 MARCH. 2016 a 00