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2015-12582 G (Plans)RIGHT OF WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO MLL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBLIBITY OF 771E OWNER TO KNOW WHERE THE LOCATION 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. UTIUTY NOTE ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXISTING UTILITIES UNLESS EXEMPT BY THE MUNICIPAL CODE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 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 TITLED "GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL DEVELOPMENT 560 REQUEZA STREET APNs 258 - 121 -12 & 13 ENCINITAS, CALIFORNIA- PREPARED BY SOUTHERN CALIFORNIA SOIL & TESTING, INC. DATED AUGUST 12, 2013. ALL GRADING SHALL BE DONE IN ACCORANCE W1774 774E RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION MTHIN PUBLIC RIGHT -OF- WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 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 MEETING HAS BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR ,) HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONS71?UC`" ON SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: °THE GRADING UNDER PERMIT NO. 12562 -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 CERTIFIES SUCH GRADING OPERA 710N. 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 COMPACTION 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 EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 13. 774E 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 SI7E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 71ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 774E CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 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 EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER 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 07HER 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 THE TREE REMOVAL. NOIIRCA77ONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 774E BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U71LI71ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXIS77NG UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND N071FICA77ON 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 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED W77HOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) 759 -4367, 24 HOURS A DAY. Z EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 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 SA71SFAC77ON 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 WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN71ALLY UNSAFE. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTEC77VE 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 STQRMWA7ER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP N07ES I. 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 MP FACIL177ES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROU DCOVER PRIOR TO DISCHARGE FROM THE SITE 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 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE AN07HER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMW47ER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARA7E ENGINEERING PERMIT BE OBTAINED. & ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER 774E ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN 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 774E TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPS7ER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OILY GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEVER SYSTEM, NOT TO PLANTERS OR 774E STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ENVIRONMENTAL NOIM- 1. THE STEEPEST EXIS77NG SLOPE IN THE GRADED AREA IS 2.1 (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VER77CAL DEPTH OF CUT IS 10 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 19 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F. = 1.8 FT OF CUT AREA OF CUT S.F. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 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 S7RIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SI7E CONDITIONS CONTRACTOR SHALL SATISFY SELF 7HAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUAN7171ES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES 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 STORMWA7ER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION AC7IWTIES CONCRETE WASHOUT CONTRACTOR SHAEE 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 TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATESS, CONSTRUCTION VEHICLES A SPECIFIC OM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE EROSION CONTROL EROSION VON MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACIINTIES CONT. EROSION CONTROL CONT... 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 IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SIZE 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 STORMW47ER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMW47ER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMW47ER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRALT 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 DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSIERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONS7RUC770N MATERIALS, INCLUDING SOLVENTS, W47ER- BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS 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 INFORMATION ON STORMWATER POLLUTION CONTROL 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 REPRESENTATION 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 EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING 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 FACIL171ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMIT7E (WASC) STANDARDS IF FACIL177ES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE 4. UTILITIES 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. Z CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, 774E 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 PR07EC77ON 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. EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA NET CHANGE 5,500 SF 46,435 SF +40,935 SF REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT E?M�- _ CITY OF ENCINITAS SURVEY CONTROL POINT WTI -v, 111 aaaaaaaa #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1 " =20' 7322 °, SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE TYLER G LAWSON - - -- NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NIA R.C.E. NO. 80356 ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 PLANNING i BUILDING REVIEWED w // PLANS PREPARED UNDER THE SUPERVISION OF DATE DATE: 3 � '(6 R.C.E. 740. 80356 TY&R G LAWSON EXP. 12 -31 -16 LEGEND BOTTOM OF STAIR ELEVATION SD.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROJECT PROPERTY LINE FS = EXISTING RIGHT- OF- WAY/PROPERTY LINE FIG = PROPOSED PERMANENT BMP AREA (NOT TO BE MODIFIED FL = FLOW LINE WITHOUT A PERMIT FROM THE CITY) FINSHED FLOOR GF = GARAGE FINISHED FLOOR IE = PROPOSED POROUS PAVERS TG = TOP OF GRATE ELEVATION TIN = TOP OF WALL ELEVATION PROPOSED PCC PAVEMENT PROPOSED DG WALKWAY PROPOSED 3.5" CIS OVER 9° CLASS 11 AGGREGATE BASE aQ o a o o CEN7ERLINE 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 8' SEWER MAIN PER IMPROVEMENT PLANS - - S - PROPOSED 60 WATER MAIN PER IMPROVEMENT PLANS W PROPOSED 60 RECLAIMED WM PER IMPROVEMENT PLANS - R W - PROPOSED 4" SEWER LATERAL PER IMPROVEMENT PLANS U PROPOSED 1° DUAL DOMES71C/FlRE WATER SERVICE AND METER PER IMPROVEMENT PLANS EXISTING SEWER MAIN _. -. S EXIS77NG WATER MAIN EXISTING OVERHEAD UTILITIES _._ - 'H--' _- LOT NUMBER Lori PAD FLOOR ELEVATION PADgW= FINISHED FLOOR ELEVATION FF6=67 12" PVC DRAINPIPE (UNLESS OTHERWISE NOTED) - - - 18" X 18" BROOKS BOX (UNLESS OTHERWISE NOTED) � 3' X 3' BROOKS BOX ❑ PROPOSED EASEMENT PER PLAN _ - EXIS7ING EASEMENT PER PLAN -- -- PROPOSED BROW DITCH PER SDRSD D -75 TYPE B PRIVATE STREET LIGHT °ND PARKING FIRE LANE" SIGN �- ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION BW = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FIG = FINISHED GRADE FL = FLOW LINE FF = FINSHED FLOOR GF = GARAGE FINISHED FLOOR IE = INVERT ELEVATION TG = TOP OF GRATE ELEVATION TIN = TOP OF WALL ELEVATION EASEMENT NOTES PR 13) 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 SEWER 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 (SWRCB) ORDER,WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WI774 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 THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE N0710E OF INTENT (NOQ SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SwpPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED N01 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. Nol l'q 37G 37 5 5 7 5 ml,wAel yairih SGNATU E DATE y�,�►ti+, y •Ib PRINTED NA E OF ABOVE PERSON TITLE Requeza M 0013, J TLC COMPANY OWNER/VERMITTEE REQUZAM 2013, LLC MELIA HOMES 8951 RESEARCH DRIVE IRVINE, CA 92618 97E ADDRESS 560 REQUEZA STREET ENCINITAS, CA 92024 LEGAL DESCRIP71ON PARCEL 1: THE SOUTHERLY 31200 FEET OF LOT 9, RANCHO RIQUIZA, IN 774E CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 2133, FILED IN 774E OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 11, 1928, EXCEPTING THEREFROM THE WESTERLY 100 FEET THEREOF. PARCEL 2: LOT 9 OF RANCHO RIQUEZA, 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 d 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) N ONVER'S CER71RC47F ' v IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT 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 I MICHAEL VAIRIN,'EXECUTIVE VICE PRESIDENT REQUEZAM 2013, LLC SOILS ENGINEER'S CERTIFICAIE DATE 2'au , ✓ e" I, ED`La1MONT A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS-PREVALENT WITHIN THIS S17E.WAS MADE BY ME OR UNDER MY DIRECTION •BETWEEN THE DATES AND ONE CUMPLEIE - A RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY _ ENGINEER; °FURTHERMORE," I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED W 7HE GRADING PLANS AND SPECIFICATIOms- SIGNED. ' i zpFr- RCE NO.: I W C 7 -, 14 EXP. DATE: EXP 35r3u ,.." GEOTEK, INC. 710 E PARKRIDGE AVENUE, SU17E #105 CORONA, CA 92879 ' (951) 710 -1160 STATEMENT OF ENGINEER OF WORK 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 THE 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 TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 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 THE ENGINEER. TYLER 46 LAWSON DATE RCE No. 80356 PASCO LARET SU17ER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92075 PLSA 2103 -02 & *2481:111 . 1. TITLE 2. GRADING PLAN 3. GRADING PLAN 4. PRIVATE ROAD 5. DWYS A; V. & '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 PASCO LARET SUITER & ASSOCIATES 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 PARKS & REVIEE D BY:n RED WED Y.• REVIE D /�f ! •� DA . DATE: A 1 SIGNATURE EXPIRES 2 YEARS AFTER DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUB RECOMMENDED )IC� APPROV GRADING PLAN FOR: eY: M/►/I iyl />�,� BY GLEN UIM MANZANITA COVE DATE; �/i Z ' CASE N0: 15 -008 TMDB /MUP /DR /EIA /CDP PREPARED: 1011212015 REVISED: 1 TI ON G No. 80356 :Y E . x 16 12 31 P % � CIV WDID # 137C375515 BMP STATUS: PRIORITY -HMP TO BE MAINTAINED BY HOA SWMA RECORDED AS DOC. #.2-016 - zo`15-�6 FIELD OPERATIONS • , E E Y. DATE: C WORKS DEPARTMENT I DRAWING NO. 12582 -G A.P.N. #258- 121 -12 & 13 SHEET 1 OF 18 5 REVISED: 211612016 PLSA 2103 I3 (FG= 209.7) 1 I CONSTRUCT KEYSTONE - GRAVITY WALL 13 PER SHEET 15 I W- f.. 1 I 8 3 I 4 si I i h i i 1 V V111111w V I VEGETATED SWALE INSTALL 6" PCC TYPE "G" CURB PER SDRSD G -1 PROPOSED 4" PUBLIC PVC WATER MAIN VVLV GF 8" PUBLIC PVC GUTTER PER SDRSD G -2 SEWER MAIN SBCTIONA NOT 70 SCALE `wV 1/ 1Lw SWALE 1 i CONSTRUCT KEYSTONE GEOGRID WALL 11 PER SHEET 14 LL R R/W 20' 10' DEDICATION 13' t 5° 1 i 5' 7' 7.3' 1 59b I FG 213.3 VARIES L - - - 2" GRIND AND OVERLAY INSTALL 6" PCC CURB & GUTTER PER SDRSD G -2 1- 6" PCC SIDEWALK PER SDRSD G -7 SECTIONB NOT TO SCALE 0 4' $ DASHED LINE REPRESENT EXISTING GRADE LOT2 '4jr 129 B7 VEGETATED SWALE PERMEABLE PAVERS ORCO AQUA -BRIC OR APPROVED EQUAL 4" BASE COURSE LAYER J" TO 1 " AGGREGATE 12" SUB BASE COURSE LA YER J" TO 3" ANGULAR 4" PCC SIDEWALK PER SDRSD G -7 ILL OPENINGS IN 'AVER UNITS WITH Y4" 0 3 /s" AGGREGATE 2" BEDDING COURSE LAYER 4" TO J" AGGREGATE CONSTRUCT NOTE: VEGETATED PAVER INSTALLATION SHALL BE PER MANUFACTURER'S SWALE RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS CONSTRUCT KEYSTONE CONSTRUCT D WALL S OF NOT LESS THAN 75,000 LBS. PER SHEET 15 PER VIOUSPA VERS- TYPICAL DETAIL NOT TO SCALE )E CAP UNIT PER 6.5' RETAINING WALL TO BC (FG =211 ©) FEXIS77NG ASHED LINE PLAN SHEETS 8 -16 • _114 4.5' 2 ° GRADE FINISHED GRADE BW = BOTTOM- OF WALL AT FINISHED GRADE RET WALT PER PLAP DASHED LINE REPRESENTS EXISTING GRADE �1- - - d C� r' RETAINING WA LL TYPICAL DETAIL FLO W LINE- TYPICAL DETAIL I NOT SE*97 L IMUL TABLE LOT STATION IE ® MAIN IE ® PL DROP TO MAIN LENGTH SLOPE FG ® PL DEPTH ® PL PAD EL BACKFLOW VALVE 1 DWY 'A' 1+36.50 196.95' 198.36' 1.20' 10.5' 2.09 206.78' 8.42' 206.0 YES 2 DWY 'A' 1 +67.70 197.27' 198.68' 1.20' 10.5' 2.09, 205.48' 6.80' 206.0 YES 3 DWY 'A' 1 +32.50 196.91' 198.32' 1.20' 10.5' 2.09 206.08' 7.76' 205.0 YES 4 DWY 'A' 1 +86.12 197.46' 198.87' 1.20' 10.5' 2.09 204.31' 5.44' 205.0 YES 5 DWY 'B' 1+32.45 191.69' 193.10' 1.20' 10.5' 2.09 201.13' 8.03' 200.0 YES 6 DWY 'B' 1+6746 192.05' 193.46' 1.20' 10.5' 2.09 199.58' 6.12' 200.0 YES 9 DWY 'C' 1 +84.17 196.00' 19741' 1.20' 10.5' 2.09 203.49' 6.08' 204.0 NO 10 DWY 'C' 1 +45.40 193.63' 194.44' 1.20' 10.5' 2.09 203.03' 8.59' 204.0 NO 11 DWI' 'C' 1 +66.28 194.91' 196.32' 1.20' 10.5' 2.09 202.64' 6.32' 203.0 1 NO 12 DWY 'C' 1 +30.50 192.72' 1 194.13' 1 1.20' 1 10.5' 1 2.09 1 201.74' 1 761' 1 203.0 1 NO STORM DRMIN DATA NO. DELTA /BRG RADIUS LENGTH REMARKS ®1 N2238'57 "E -- 30.31' 6" PVC 0 2.09 N00'40'07 "W -- 55.63' 6" PVC ® 2.09 3 NBB'06'23 "E -- 776' 12" PVC ® 11.69 4 NOO'11'57 "W -- 65.85' 12" PVC ® 2.19 5 N88'01'55 "W -- 3.35' 12" PVC ® 68.79 6 N015625 "E -- 10.59' 12" PVC ® 3.09 �7 N88101 '55"W -- 3.30' 12" PVC ® 8.59 ® N07'2120 "E -- 90.16' 12" PVC ® 5.29 ®9 N70'18'45 "E -- 15.03' 12" PVC 0 2799 1 N2951'45 "W -- 41.09' 18" PVC ® 1.09 14 N02723'34 7E -- 51.80' 3" PVC @ 1.29 15 N88'03'27 "W -- 5.93' 3" PVC ® 1.09 CONSTRUCTIONNOTES: O 12" x 12" AREA DRAIN NOT TO SCALE 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 FOR CONSTRUCTION (TYP.) O 18" x 18" BROOKS BOX OR EQUIVALENT QROFESS /ON ® CONSTRUCT DSM RETAINING WALL PER SHEETS 8 -16 A, �FO �FFk G LA Cl) ® CONSTRUCT KEYSTONE RETAINING WALL PER SHEETS 8 - 16 w No. 80356 ® CONSTRUCT 1' TALL BY 5' WIDE CONCRETE SPLASH PAD r Exp. 12/31/16 © INSTALL "NO PARKING FIRE LANE" SIGN 1T CIV1� OF CA�\FW PASCO LARET 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 Sc 858.259.4812 1 plesengineering.com 20 0 20 40 60 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESICNEDeY oRnYmeY cNECrcEDev ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. - -_ - CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE J6X> APP ROV GRADING PLANS FOR: 7322" SET BRASS DISC STAMPED NEE O1 LS DATE. I `i t 12 2 -G 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1"=20' ? • b B1': �j/l � BY: A A, A,p� - STORM DRAIN CURB INLET. LOCATED ON THE DATE 1 R.C.E. NO. 80356 MASIH MAH GLENN PROM Mf�i/VZQ/V11A COVE -- NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL N4- R G LAWSON - - -- - - - -- - - EXP. 12 -31 -16 ELEVATION: 182.995' DATUM: NAVD88 DATE; 5I C1 LI (0 DAB; ✓ /i n CASE NO: 15 -008 TMDB /MUP/DR /EIA /CDP A.P.N. 258 - 121 -12 & 13 SHEET 2 OF 18 ENEW PREPARED: 1011212015 REVISED: 1252412015 REVISED: 211612016 PLSA 2103 r R DETAIL -ET APN 258 °121 -33 Z HEADWALL -�0 D434 WATFI R ANn Si TW-1 d �� TW 190.:, , x 2 G Yr -�- _ i - �/f BW 1 181. 8W =177 \ BW 90.0 3 BW= 177.0 tE =1889 2._ TW 17ZO '. \ •` , ,�- TW =17ZO i TW =190.0 __ - - W =1 20 CA U �! SURVEIL '\ BW 185.5 M.. w_. _ -MONUUUM T PROTECT i 1 B�M= 181.10 W= 177.0 _ _ _ _ W - -fN R' ` 9 --INSTALL- _ PLACE 4"-TRIUM GRATE--* PAD 178.0 APN 258 -121- GRAPHIC SCALE 1 " =20' RISE RISE RISE 20 0 20 40 60 REVISIONS APPROVED DATE, REFERENCES DATE BENCHMARK SCALE AS BUILT CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1 " =20' 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NI _ ELEVATION: 182.995' DATUM: NAW88 1 APN 258`0- 170. } A CAUTION! SR -VEY \� SEE LETTER OF PERMISSION FOR I , IM NUMENT LiPROTECT pA ply D- AGGE IMPROVEMENTS I UN PLACE j !N TALL BR� l -DfEf ., f P R SDRSD ` -75_ R , S f j _. CONSTRUCT CONCRETE ` ENERGY DISSIPATER PER ` 5,7' SDRSD D -41A II TC =16 .4 - -- (FL= 166.2) (FS =11,8) 5= 162.3) (FL162.8 4t snNe i CONSTRUCT DSM PARKING STA Exi Ac LL RETAINING WALL 1 PER SHEET 12 AND B= 6 %% 73 ';'�• , � TO BE��REMOVED AND REPLACED� SECTION A, CASE 1 /f EXISTING CURB W/ CONCRETE` ON SHEET 11 I %% & GUTTER / ► � TO REMAIN (FL =JA62.2) BW�G =170.9 f� (FS= 16'1.2) FL,r162.15/ DASHED LINE REPRESENTS APPROXIMATE EXISTING GRADE \ LIMITS,OF � SAW CUT FINE' / OFF SITE DRAIAGEDETAIL " NOT TO SCALE It FG =200.0 $� 4' DG PATHWAY 10' 1 CONSTRUCT KEYSTONE - - i GEOGRID SHEETLI3 III II -Al DASHED LINE -' " -- REPRESENTS EXISTING GRADE SECTIOND CONSTRUCT DKEYSTONE NOT TO SCALE PER SHEET 13 CONSTRUCT KEYSTONE - GEOGRID WALL 2 PER SHEET 12 NOTE. "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIORETENTION SOIL SPECIFICATION. BIORETENTIONBASIIN- TYPICAL DETAIL NOT TO SCALE WATER SHOWN HEREON REFER TO SEPERATE RETAINING WALL 182 -I FOR PER PLAN BROW DITCH PER SDRSD D -75 OWN HEREON ARE _ f 2' HIGH CONCRETE c ocnnon ,Ti I I I I` I '.? SPLASH WALL /1/'11 Tnrn" 7 T!Y/T7-/17a T x T/-% TT fY 1 1 1 iC E IG RRCA URAHV U2 18" x 18" BROOKS BOX OR EQUIVALENT O3 CONSTRUCT DSM RETAINING WALL PER SHEETS 8 -16 ® CONSTRUCT KEYSTONE RETAINING WALL PER SHEETS 8 - 16 O INSTALL 3.5' CTB OVER 9" CLASS 11 AB ACCESS ROAD © INSTALL "NO PARKING FIRE LANE" SIGN ,:�- RETAINING WALL BIORETENTION IE/FL 18" PVC PER PLAN BASIN PER OUTLET PIPE DETAIL THIS SHEET 2' HIGH CONCRETE 10' MIN O.C. SPLASH WALL " } / TOP OF WALL / V j ( BROW DITCH FL IE /FL 18" PVC FL OUTLET PIPE SPLASH WALL - TYPICAL DETAIL NOT TO SCALE 3PS or YRSPSCIT wteTReuUT ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO DATE -: -- DATE: BY MASK By* GLENN PRUIM R.C.E. N0. 80356 TYI$R G LAWSON EXP. 12 -31 -16 DATE: S1 IV 16 DATE 4' DG PATHWAY LANDSCAPE BERM PCC 45.8, CURB AND" GUTTI PER SDRSD G -2 11.4' 4.2' 10.5' 11' 1 It ly III TW@FG =176.9 IT I 12" PVC STORM DRAIN 7 FS 175 4 21 ��t - i 1= CONSTRUCT KEYSTONE GEOGRID WALL 3 t PER SHEET 13 CONSTRUCT KEYSTONE GEOGRID WALL 2 PER SHEET 12 BIORETENTION BASIN PER DETAIL THIS SHEET SECTIONE NOT TO SCALE R 4' 0.5' TO BACK OF WALL TW®FG =177.0 BWWG =176.1 CONSTRUCT DSM RETAINING WALL 1 PER SHEET 12 AND SECTION A, CASE 2 ON SHEET 11 20' / C (FG= 203.2) ff 5' 12' 3' DASHED LINE 5% 8%b-« - -- REPRESENTS EXISTING GRADE 17=i 1 III= I I' I CONSTRUCT PCC BROW DITCH PER VEGETATED SWALE SDRSD D -75 CONSTRUCT KEYSTONE CONSTRUCT KEYSTONE GEOGRID WALL 11 GRAVITY WALL 12 PER SHEET 13 PER SHEET 13 SECTIONF NOT TO SCALE 8EWB9L.A7E 4L TA&E LOT q STATION 4" ATRIUM IE 0 PL DROP TO MAIN TIN = TOP OF GRATE FG ® PL DEPTH ®PL WALL AT FINISHED BACKFLOW VALVE 7 4.3' SURFACE CRUSHED TW =178.8 12.5' 2.0% GRAVEL DITCH ? 7 201.0 WEEP HOLE GRA VEL I CONSTRUCT KEYSTONE 190.25' BACKFILL " _ GEOGRID WALL 4 FINISHED 4" FRENCH - W-i PER SHEET 13 GRADE - GRAIN -;- tl TW =172.67 1.20' -- - DASHED LI (FG= 170.1) C 203.0 REPRESENTS 12 IDWY 'C' 1 +30.50 - DASHED LINE EXISTING GRADE CONSTRUCT REPRESENTS INSTALL 3' BROW - - -- CONSTRUCT KEYSTONE RETAINING WALL EXISTING GRADE DITCH PER SDRSD GEOGRID WALL 20 PER PLAN 187.51' D -75; FL =171.5 PER SHEET 16 1 130 1 2.0% 1 196.9' 1 7.91' WALL DRAINAGE SECTIONG TYPICAL DETAIL IPVT RD 5 +52.76 NOT TO SCALE 1 187.50' 1 1.20' 1 24.8' 1 2.0% 1 196.3' NOT TO SCALE 8EWB9L.A7E 4L TA&E LOT q STATION IE ® MAIN IE 0 PL DROP TO MAIN LENGTH SLOPE FG ® PL DEPTH ®PL PAD EL BACKFLOW VALVE 7 PVT RD 4+39.45 190.15' 191.60' 1.20' 12.5' 2.0% 199.1' 7.50' 201.0 NO 8 PVT RD 4 +74.60 188.80 190.25' 1.20' 12.5' 20% 198.1' 7.85' 200.0 NO 11 DWY 'C' 1+66.28 194.91' 196.32' 1.20' 10.5' 2.0% 202.64' 6.32' 203.0 NO 12 IDWY 'C' 1 +30.50 192.72' 1 194.13' 1.20' 1 10.5' 2.0% 201.74' 1 7.61' 203.0 1 NO 13 PVT RD 5 +08.14 187.51' 1 188.99' 1 1.20' 1 130 1 2.0% 1 196.9' 1 7.91' 1 198.0 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' 1 198.0 1 NO STORM DRAIN DATA NO. DELTA/BRG RADIUS LENGTH REMARKS 1 N2951'45 "W -- 41.09' 18" PVC a 1.0% 11 N01 -23'55-E -- 45.70' 18" PVC 0 1.0% 1 N42009'51 "W -- 34.37' 18" PVC 0 1.0% 1 N23'05'12 "W -- 60.46' 18" PVC 0 1.0% 1 N88'02'01 "W -- 6.37' 3" PVC 0 15.6% 1 N88*01'55 0W -- 40.33' 3" PVC 0 22% 1 N63'31'18 "E -- 47.48 12" PVC 04.2% 1 N7330'38 "W -- 70.13' 12" PVC 0 Z9% N7330'38 "W -- 25.19' 12" PVC 04.0% 1 N4629'18 "E -- 7.74' 12" PVC 0 12.9% N4635'02 "E -- 21.18' 18" PVC 0 50.0% No. 80356 Exp. 12/31/16 & ASSOCIATES CIVIL ENGINEERING+ LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 If: 858.259.4812 1 plaaengineering.com CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT GRADING PLANS FOR. MANZANTA COVE CASE NO: 15 -008 TMDB /MUP /DR1E1A /CDP A.P.N. 258 - 121 -12 & 13 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 ■ I 12582 -G SHEET 3 OF 1 PLSA 2103 LINE LENGTH CHORD /BEARING RADIUS VERT 1"=5' COMMENTS DELTA Ll N 01-58'05" E 29.67' NOTE: FROM STA 1 +7151 {TO STA 3 +40;34. 70P OF 6" CURB 12' LIFT = CL ELEI"t + 0.74' _ NOTE. FROM STA 4 +31.12 ,TC STA 4 +37,72, STA 4 +6612 TO STA 4 }9S 66 TOP_OF 6" CURB 12' .LEFT = CL NOTE.• FROM STA 1 +3351 TO STA 1 +6381, STA 1 +94.18 TO STA 2 +04.78, STA 2 +34.18 TO STA 3 +DOJ8, STA _ 3 +4018 70 STA _ 4 +1218: TOP OF 6" CURB 12' RIGHT = CL ELEV + 0.26' LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS DELTA Ll N 01-58'05" E 29.67' N 01 58'05" E — — 6" G -2 CURB & GUTTER A =279,38'09* Ci 1 4.71' — 3 LF 4 = 900'0" 6" G -2 CURB & GUTTER il = 3526'11" L2 1 5.50' N 8801'55" W — — 6" G -1 CURB — L3 1 25.00' N 0158'05" E — — 6" G -1 CURB A = 90'00'00 L41 1 5.50' N 88'01'55" W — — 6" G -1 CURB — C21 1 4.71' — 3 LF A = 90'0'0" 6" G -2 CURB & GUTTER — L51 6.00' N 01 58'05" E — — 6" G -2 CURB & GUTTER — L61 10.00' N 0158'05" E — — 6" G -2 CURB & GUTTER A = 90'0'0" C31 4.71' — 3 LF A = 90'0'0" 6" G -2 CURB & GUTTER — U 5.50' N 88'01'55" W — — 6" G -1 CURB 6 = 90 100'00 L81 45.00' N 0158'05" E — — 6" G -1 CURB — L9 5,50' N 8801'55" W — — 6" G -1 CURB — V 4,71' — 3 LF A = 90 °0'0" 6" G -2 CURB & GUTTER — 1 6. N 0158'05" E — — 6" G -2 CURB & GUTTER = 9000'00 L11 2. N 0158'05" E — — 6" G -2 CURB & GUTTER — C5 — 28 LF 16 = 64'11'57" 6" G -2 CURB & GUTTER O PRIVATE ROAD — CBWMMDATA ❑ CIffl DATA TABLE LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS N 01-58'05" E 06 - 175.70' — 36 LF A =279,38'09* 6" G -2 CURB & GUTTER C7 17,32' — 28 LF il = 3526'11" 6" G -2 CURB & GUTTER L12 11.54' N 0158'05" E — 6" G -2 CURB & GUTTER co 4.71' 1 3 LF A = 90'00'00 6" G -2 CURB & GUTTER 13 5.50' N 8801$5" W — — 6" G -1 CURB 1 45.00' N 0158'05" E — — 6" G -1 CURB 15 5.50' N 8801'55" W — 6" G -1 CURB C9 4.71' — 3 IF A = 90'0'0" 6" G -2 CURB & GUTTER L16 6.00' N 01 58'05" E — — 6" G -2 CURB & GUTTER 4.71' — 3 LF 6 = 90 100'00 6" G -1 CURB L17 5.50' N 8801'55" W — — 6" G -1 CURB Lib 45.00' N 0158'05" E — — 6" G -1 CURB 19 5.50' N 8801'55" W — — 6" G -1 CURB Cll 4.71' — 3 LF = 9000'00 6" G -1 CURB 20266' N 0158'05" E — — 6" G -1 CURB O PRIVATE ROAD — CBWMMDATA LINE LENGTH CHORD /BEARING RADIUS DELTA 1 406.80' N 01-58'05" E - - 2 12.14' N 88 °01'55" W - - UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VER77CAL LOCA77ON OF EXISTING U71LI71ES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXIS77NG UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. Qi INSTALL 16' PCC DRIVEWAY PER SDRSD G -14D O INSTALL PCC CROSS GUTTER PER SDRSD G -12 O3 INSTALL ADA CURB RAMP PER SDRSD G -27 A WITH 4' X 4' LANDING AT 20% MAX ® INSTALL ADA CURB RAMP PER SDRSD G -31 D WITH 4'X 4' LANDING AT 2.0% MAX ® INSTALL ADA CURB RAMP PER SDRSD G -29 TYPE C WITH 4' X 4 LANDING AT 20% MAX STA 2+00 L OW POINT ,= 194.92 CL TYPE A CURB INLET PER SDRSD D -01 PER 12582 -G 2R/Z., VERT,• 10=5' OF G -2 FIRE DEPARTMENT NOTES: INSTALL TWO —SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. PRIOR TO DELIVERY OF COMBUS71BLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOW NG COND171ONS SHALL BE COMPLETED TO THE SA77SFAC71ON OF THE FIRE DEPARTMENT,• 1. ALL WET AND DRY U71LI77ES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPEC77NG DEPARTMENT OR AGENCY Z AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT n C�► i z we FROM STA! 1 +22.0 TO STA 1 +47.8 AND STA 1 +85.1 TO STA1 +99.5: OF 6" CURB, 10' LEFT = r;L ELEV + .05' i FRAM STA 1 +22, -0 TO STA 1 +47.8 AND -STA '1 +85. t TO "STA t +99 9 OF 6 CURB; 10' R/GHTT = CL ELEV + .95' -FROM STAL_1+47.8_ To_STA - 1+85.1: Tom. OF.OA,.CUR6 4,O'-- LEFT-=._l L ELEV .4 i FROM STA: 1 +47.8 TO STA 1 +85.1: TOP OF 0 CURB 10 RIGHT = fCL ELEV + . APPROXIMATE_EXISIING. GRADE AT CF�IVTERLINE E .0% .5 %J 5% 305 89 LF OF PUBLIC PVC SOR 35 SEi ROAD CL s -1.44 1120 i _ _ _s+D _ 1#84 2j PROFILE VIEW DRIVEWAY 'A' SCALE: HORIZ.• 1"--20' VERT.• 1"--5' Y CURB RETURN PROFILE. DWY 'A' - SCALE: HORIZ 1 " =10' - -- VERT.• 1`_-5' SCALE. • NTS 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 10=198.6 12" PVC DRAIN FL =198.1 PIPE PER TC =198.6 GRADING PLAN FL =198.1 6" PCC CURB & GUTTER PER SDRSD G -2 DETAIL B SCALE NTS DATA TABLE ❑ LOW POINT = 20Z21 LINE LENGTH _ 1''24 _ - RADIUS SW'LY CURB RETURN PROFILE- DWY 'A' - C11 SCALE. • HORIZ: 1`10' 15.71' - VERT 1"=5' F- G -27 PED RAMP 18" X 18" BROOKS BOX INLET w - OR EQUAL. STENCIL AND STAMP N 8801'55" W 6" PCC CURB & PER CASQA FACT SHEET SD -13 in GUTTER PER IE = 99.0 IE =199.0 U) >- W SDRSD G -2 - - TC= 203.83 ¢ L3 FL- 203.33 oOOOi N 8801'55" W - - ZERO HT. CURB L4 L41 1 3.00' 3.00' N 8801'55" W � � W - 3' TRANS. TO 6" G -1 CURB L5 L5 11.90' 11.90' N 8801'55" W - - 6" G -1 CURB SCALE: 1 " =20' TC =203.9 12" PVC DRAIN 18.00' �j N 01 58'05" E - - FL =203.4 PIPE PER T4 i 200' 2.00' N 8801'55" W TC =203.9 GRADING PLAN - L91 L8 L8 2.00' FL =203.4 N 0158'05" E 81 - 6" G -1 CURB L9 6" PCC CURB & 2.00' 2.00' N 88'01'55" W - - GUTTER PER 7 11 L10 77.94' 11.90' SDRSD G -2 00 °l f - DETAIL A SCALE. • NTS 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 10=198.6 12" PVC DRAIN FL =198.1 PIPE PER TC =198.6 GRADING PLAN FL =198.1 6" PCC CURB & GUTTER PER SDRSD G -2 DETAIL B SCALE NTS DATA TABLE ❑ C" DATA TA&.E LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS - C11 DWY 'B' 15.71' - 10 LF A = 90'0'0" G -27 PED RAMP 100.00' L11 - 22.83' N 8801'55" W - - 6" G -1 CURB m L2 U) >- W 3.00' N 8801'55" W - - 3' TRANS. TO ZERO HT CURB ¢ L3 1 37.21' 37.21' N 8801'55" W - - ZERO HT. CURB L4 L41 1 3.00' 3.00' N 8801'55" W - - 3' TRANS. TO 6" G -1 CURB L5 L5 11.90' 11.90' N 8801'55" W - - 6" G -1 CURB SCALE: 1 " =20' L6 18.00' 18.00' N 01 58'05" E - - 6" G -2 CURB & GUTTER L7 L7 200' 2.00' N 8801'55" W - - 6" G -1 CURB L8 L8 2.00' 2.00' N 0158'05" E - - 6" G -1 CURB L9 L9 2.00' 2.00' N 88'01'55" W - - 6" G -1 CURB L1 L10 77.94' 11.90' N 8801'55" W - - 6" G -2 CURB & GUTTER C2 1 1 15.71' 3.00' N 8801'55" W - - 3' TRANS. TO ZERO HT. CURB L12 37.21' N 8801'55" W - - ZERO HT. CURB L13 3.00' N 8801'55" W - - 3' TRANS. TO 6" G -2 C &G 14 22.83' N 88'01'55" W - - 6" G -2 CURB & GUTTER C2 15.71' - 10 LF IA = 90'0'0" G -27 PED RAMP SCALE. • NTS 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 10=198.6 12" PVC DRAIN FL =198.1 PIPE PER TC =198.6 GRADING PLAN FL =198.1 6" PCC CURB & GUTTER PER SDRSD G -2 DETAIL B SCALE NTS DATA TABLE LINE LENGTH CHORD/BEARING RADIUS DELTA DWY 'A' 99.94' N 88 °01'55" W - - DWY 'B' 99,94' N 8801'55" IN - - D WY 'C' 100.00' N 8801'55" IN - - UI1U71ES ARE KNOWN TO EXIST IN THE AREA INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMA710N. EXACT HORIZONTAL AND KR71CAL LOCATION OF EXIS17NG UNURES UNKNOWN CONTRACTOR 70 FlELD VERIFY LOCATION OF EVS77NG U71LIlIES PRIOR TO ORDERING MATERIALS AND CONSIRUC71ON, CONTRACTOR SHALL N017FY ENGINEER OF WORK OF ANY DISaUANaES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF U17U71ES UPON DISCOVERY OF DISCREPANCY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ". SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1"=20' - -- STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. VER77CAL N4A ELEVATION. 182.995' DATUM: NAVD88 NOTE. FROM STA 1 +22.0 TO STA 1 +47.8 AND STA 1 +851 TO STA1 +99 p. OF 6" CURB LEFT = O ELEV + .0' Dii__ T :7E FROM STA 1 +220 O _TA 1 +478 AND STA TO N+ N TOP OF 6" CURB 10' RIGHT = CL ELEV + . 83' 15.71 + -Xg1(Y7E -'FROM STTA- _1 +4r8 -TO- STA - T+85. t: TOP -OF O CURB -100 = CL --E1EV _- .33' NCJTE. FROM STA 1 +47.8 TO STA 1 +85.1: TOP OF ON CURB 10' RIGHT = CL ELEV + .33' 4/4 .� 4 /4 4J 4 _/_.4 . 4/4 I� J 2 n z rn LO o APPROXIMATE EXISTING °GRADE AT CEN o N c N + F O O) 5.¢ n 3 10 + ao o rn M ... -. 3% _ _.... - _- _...__..n.� ..�_�.._. .� _2.0% J ii "# ao NWLY CR STA = 1 +01.51 "' ``' _v~_i w a _ HIGH POINT 201.04 _ ( 1.5% 1.5% _ - - �5 p N w �� - NWLY CURB RETURN PROFILE- DWY 'B' I d :PROPOSED GRADE AT ROAD CL SCALE. • HORIZ: 1 " =10' TOP OF 4" PVC VERL 1 " =5' _. CLASS 305 _ i ! WATER MAIN a.. x-71 LF OF PUBLIC 8" PVC SOR 35 SEWER MAIN 0 1.0% i PROFILE VIEW- DRIVEWAY 'B' SCALE. • HORIZ• 1 "=20' VERT. I"=5' roo ooZ NO+fY ^Z o O�� I ti 11; NO Z,tC ,-�� o° o° ++ ' O+ oV OV FQ-ti ^ (n ca Ni- � is O za O to ±UC=j +�U Ce O�i� O) � m L2 U) >- W W +W - nm al ¢ ¢ 1 37.21' N 88'01'55" W if - ZERO HE CURB ZERO HT. CURB L4 L41 1 3.00' N 88'01'55" W - - cc 3' TRANS. TO 6" G -1 CURB L5 L5 11.90' PLAN VIEW- DRIVEWAY 'B' - 6" G -1 CURB 6" G -1 CURB SCALE: 1 " =20' L6 SW'LY CURB RETURN PROFILE. DWY 'B' SCALE: HORIZ.• 1 " =10' VERT.• 1`_-5' TC 20 4/414/414/41 4/4 1C _ MIX 1420 NWLY CURB RETURN PROFILE. DWY 'C' SCALE HORIZ 1`_-10' VERT. 1 " =5' SW'LY CURB RETURN PROFILE. DWY 'C' SCALE. • HORIZ.• 1"--10' VERT.• 1"_-5' 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 +00: TOP OF 6" CURB 10' RIGHT = CL ELEV + .83' NOTE FROM STA 1+46.4 TO STA 2 +00: TOP OF 0" CURB- 10' LEFT = CL ELEV:__ 0.33' NOTE. FROM STA 1 +46.4 TO STA 2+00. TOP OF ON, 10' RIGHT = CL ELEV + 0.33' APPROXIMATE EXISTING to °• lV RLINE 2 GRADE ,4fi CE TE 0 _..__.. -. it• M ^ U.) 3 CO _ _.'#' F-JI Q_ 3g 3� J PLAN VIEW- DRIVEWAY 'C' SCALE: 1"--20' ❑ C" DATA TABLE LINE I LENGTH CHORD/BEARING RADIUS DELTA COMMENTS COMMENTS 91 C1 15.71' - 10 LF A = 900'0" G -27 PED RAMP MODIFIED PED RAMP [1_11 L111 1 22.83' N 88'01'55" W - - 6" G -1 CURB IL21 L2 1 3.00' N 88 °01'55" W - - 3' TRANS. TO ZERO HT. CURB 3' TRANS. TO ZERO HT CURB Q L3 1 37.21' N 88'01'55" W - - ZERO HE CURB ZERO HT. CURB L4 L41 1 3.00' N 88'01'55" W - - 3' TRANS. TO 6" G -1 CURB 3' TRANS. TO 6" G -1 CURB L5 L5 11.90' N 88'01'55" W - - 6" G -1 CURB 6" G -1 CURB L6 L6 18.00' N 01 *58'05" E - - 6" G -1 CURB 6" G -1 CURB L7 U 200' N 88'01'55" W - - 6" G -2 C &G - SEE DETAIL C 6" G -2 CURB & GUTTER L8 LS 2.00' N 0158'05" E - - 6" G -2 C &G - SEE DETAIL C 3' TRANS. TO ZERO HT. CURB L9 79 2.00' N 88'01'55" W - - 6" G -2 C &G - SEE DETAIL C ZERO HT. CURB L1 MO 77.94' N 88.01'55" W - - 6" G -2 CURB & GUTTER 3' TRANS. TO 6" G -2 C &G C2 L11 1 15.71' T 10 LF A = 90*0'0"1 MODIFIED PED RAMP TC 20 4/414/414/41 4/4 1C _ MIX 1420 NWLY CURB RETURN PROFILE. DWY 'C' SCALE HORIZ 1`_-10' VERT. 1 " =5' SW'LY CURB RETURN PROFILE. DWY 'C' SCALE. • HORIZ.• 1"--10' VERT.• 1"_-5' 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 +00: TOP OF 6" CURB 10' RIGHT = CL ELEV + .83' NOTE FROM STA 1+46.4 TO STA 2 +00: TOP OF 0" CURB- 10' LEFT = CL ELEV:__ 0.33' NOTE. FROM STA 1 +46.4 TO STA 2+00. TOP OF ON, 10' RIGHT = CL ELEV + 0.33' APPROXIMATE EXISTING to °• lV RLINE 2 GRADE ,4fi CE TE 0 _..__.. -. it• M ^ U.) 3 CO _ _.'#' F-JI Q_ 3g 3� J PLAN VIEW- DRIVEWAY 'C' SCALE: 1"--20' AS BUILT " "'SIPS "'- "" """ "' `" "�`�' "' ENGINEERING DIVISION APPROVA SIPS SPS TCl_ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED ..1QO APPRO - DATE. ?-IY-tg BY. ztA a BY. DATE R.C.E. NO. 80355 MASH MAHER GLENN PRUIM TYL& G LA WSON EXP. 12 -31 -16 DATE: S/4 / 114 DATE: GRAPHIC SCALE 1"=20' QN6096 1, 20 0 20 40 60 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PRIVATE STREET (DRIVEWAYS 'A' , 'B' AND 'C') PLANS FOR. MANZANITA COVE 12582 -0 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 ui U W �. rr J m Z � it p K W No. 80356 Exp. 12/31/16 IF~ DAICCOIARET SUITER & ASSOCIATES CnnL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com d v ❑ CM DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS C1 15.71' - 10 LF A = 90 °0'0" MODIFIED PED RAMP L111 21.40' N 8801.55" W - - 6" G -1 CURB & PED RAMP L2 3.00' N 88'01'55" W - - 3' TRANS. TO ZERO HT CURB L3 37.21' N 88.01'55" W - - ZERO HT. CURB L41 3.00' N 8801'55" W - - 3' TRANS. TO 6" G -1 CURB L5 13.40' N 88'01'55" W - - 6" G -1 CURB L6 20.00' N Oi 58'05" E - - 6" G -1 CURB U 13.40' N 88'01'55" W - - 6" G -2 CURB & GUTTER LS 3.00' N 88'01'55" W - 3' TRANS. TO ZERO HT. CURB 79 37.21' N 88 01'55" W - - ZERO HT. CURB MO 3.00' N 8801'55" 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' 1 10 LF 1A = 90'0'0"1 MODIFIED PED RAMP AS BUILT " "'SIPS "'- "" """ "' `" "�`�' "' ENGINEERING DIVISION APPROVA SIPS SPS TCl_ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED ..1QO APPRO - DATE. ?-IY-tg BY. ztA a BY. DATE R.C.E. NO. 80355 MASH MAHER GLENN PRUIM TYL& G LA WSON EXP. 12 -31 -16 DATE: S/4 / 114 DATE: GRAPHIC SCALE 1"=20' QN6096 1, 20 0 20 40 60 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PRIVATE STREET (DRIVEWAYS 'A' , 'B' AND 'C') PLANS FOR. MANZANITA COVE 12582 -0 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 ui U W �. rr J m Z � it p K W No. 80356 Exp. 12/31/16 IF~ DAICCOIARET SUITER & ASSOCIATES CnnL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com d v � i >. ;: _•.. -: � - - -'.� k \-._X -X h- -v `z } ,. ..._ -_- _.... u u : .- �.,: ^r,'. _- -' - - - -�F- _ - - - -. -_ - - - °•"- 3�;.'- ._.... — + + + + + + + 4- + + + + � + + - + - + + + + + + + + + + + + + + + - - - + + + + + + + I j + + + + �- + + + + + + + + + + + + + + + + + + + + + + + + + + � + + ' S - + + + + + + - � � - + + + + + + + 4 + + + + + + + � + + + + + + + + } + F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F + + + + — - LO - + + + + + + + + + + + + + + + + + F + + _ + P gp + + + + + + + + + + + PAD -211W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + f EROSION CONTRO LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A 1 '' 4 • GRAVEL BAGS PER DETAIL B 000 SILT FENCE PER DETAIL C HYDROSEED PER EC -4 + + + + t,'! +LOT + -}- + + + + + {- + \ + + + + + + + + + + + + _ AD+� PAD -1�t0 + + + + + + I + + + + + + + + + + + + + + + + FIBER ROLLS PER SE -5 + + + -F- I + + + + FR + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + + + -1 ti j t0 +ry + + + + + + + + f2 + + + + + + + + + + + + + SAD O + + + + _ / + + + + + + + + + + + + i\ -` 1 lam\ i + + + + /A �r \ —\ -- + + + + + + + + + + w . d + + + + + L-L - + + + 4 -A A + + + ++ � + n SiA¢12H), C011191WJCTM + + + + , + + + + + + + 4� � �� C + + + fi + + + + + + + + + + + +' +' + + + + + + + + { + + + + + + + + + + + + + + + + + + "1 20' RADIUS A _ + + + + + + + -} + + + + + + + + + � + + + + + + MIN. + + + + + + + + + + + + + 4 i' + + + + + + + + + + + + + + + + + + + 50' MIN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DETAIL A: CONSTRUCTION ENTRANCE + + + + + + + + -I + + + + + + + + + + + + + + + + + +p �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + NOT TO SCALE -- + + + + + + + + + + + + + + + + + + + + + + ,� + 3/4" MIN COARSE 5� + + + + + + + + + + fF + + + + + + + + + + + + + + + + + + + + + + + + + + l + + + + + + + + + + + + + + + + + + + + + + + + + AGGREGATE { + + + + + + + + + + + + + + + + + �� + +� FILTER + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + FABRIC + + + + + + + + + + + + + + + + + + + + + ORIGINAL + + + + + + + + + + + + + + + + + + + GRADE + + -{- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�1 j + + + +P � + + + PAD 0 + .d '`0 + + + + + + + + + + + + + + + + +"+ + + + + + + + + + + + \ �{ + + + + + +AD'2GgC + + P,p + + + 1.1' MIN., UNLESS OTHERWISE 1 + + + + + + �� + � + SPECIFIED BY A SOILS ENGINEER } + + + X072 + + + + + + + + + + + + + +fie+ + + + + + + + + + + + + + + �, SECTION A -A + + +P L074 + + + + + + + + + + + + + + I° + + + + �+ + + + + + PADt2l W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + k NOTE: CONTRACTOR TO MODIF7Y CONSRUC77ON + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �� + + ENTRANCE IN THE FIELD AS NECESSARY ;7 + 9LTP8MC6+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �f C + + + + + + CONSTRUCT SEDIMENT BARRIER AND ±_+7� + + + + + �- + +�� / � CHANNELIZE RUNOFF 70 SEDIMENT + + + + + + + + + + + + + + + TRAPPING DEVICE + + + + + + + + + + + + + FR �— FR - klR —ice + _i + + #�r + + + + + + + -OM �TAL C F FR + +F + R + I' + + + + + + + + -F + + + + + + + + + + + + + + + + + + + + + + + ; DESILTING BASIN NOTE: { + t T BIORE7ENTION BASINS SHALL BE EXCAVATED AND USED CONSTRUC770N. THE SILT SHALL BE COMPLETELYG REMOVED AND THE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY AREA DRAIN TED TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED TWO LAYERS -� OF GRAVEL BAGS W TH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS BIORETENAON BASIN COMPLETED ONCE FINAL SITE 1. SET POSTS AND EXCAVATE A - - STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY 4 BY 4 IN (10 BY 10 CM) STORMWATER POLLUTION CONTROL SMP Nw l cEo SEDIMENT CONTROL N ®TES ANp /OR FINAL TRENCH UPSLOPE FROM AND q CONSTRUCTION T c ON -SITE CONSTRUCTION MATERIAL STORAGE ALONG THE LINE OF POSTS. RELATIVE TO V ®NS�t7UC1"I ®N 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 CONCRETE WASHOUT PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE CONTRACTOR SHALL ESTABLISH AN U 3 WITH GRAVEL BAGS; SEE DETAIL B THIS SHEET. D USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN , Q AI 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 Jr I T S LLEGAL TO WASH CONCRETE, SLURRY, MORTAR, S7UCCQ PLASTER AND THE L!K£ INTO SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY APPROVED THIS SHEET. REFERENCES „ , , �--- AS BUILT THE STORMWATER CONVEYANCE SYSTEM OR ANY R CEIVING WATER. A E ATE . CONTRACTOR SHALL PAST A SIGN FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL 8E COVERED OR CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT ' SPS TGL , s , °, °,,,, /Ji"' --••� r-- DESIGNATING THE WASHOUT LOCATION. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 3. INSTALL TEMPORARY 6 HIGH CHAIN LINK CONSTRUC770N FENCE WITH SCREENING PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 t'�I r` R.C.E. NO. 80356 TYLEP G LAWSON EXP. 12 -31 -16 RECOMMENDED �G?O APP BY. /Y�•/I/1 BY: / _ MASIH MAHE GLENN PROM 5,� 16 DATE: L DATE: .� / 6 ROUGH GRADE EROSION CONTROL PLAN FOR: A /� �7-A �/� MANZANffA COVE CASE 740: 15 -008 TMDB /MUP /DR /ETA /COP A.P.N. 258 - 121 -12 & 13 '2JS2 ®C 774E PERIMETER AT ALL TIMES. 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT CONSTRUCTION SITE ACCESS - -- DATE SHEET TC -1 (ADJUST SIZE AS REQUIRED); SEE DETAIL A THIS SHEET. ° ° °° - TRAINING 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH CASQA BMP EC -OS ° ° °� °� ° , , , , , , , 3. ATTACH 174E FILTER FABRIC TO A STABILIZED CONSTRUC77ON SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO (OR CITY APPROVED EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. ° °�� ° °� ° °° AND EXTEND IT PREVENT TRACKING DIRT OFF SITE TH13 SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND OR �// ° „ y INTO THE TRENCH. / 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 % y y FIBER ROLLSy i SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR \ y 4 I CONSTRUCTION VEHICLES MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. EROSION CONTROL 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 VAIRN AT (949) PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE y 759 -4367. 24 HOURS A DAY ° ✓ ° OFF -SITE. 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 y ) 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. ( ° ° ° °i ° ° ° ° ° ° °' MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT SPACING EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURED ALONG y 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 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE VARIES PER TABLE j// -V . y ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED BELOW \ \\ WITHIN STRUCTURES WI714 IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT APPROVAL OF THE ENGINEERING INSPECTOR. //j INSTALL A FIBER ROLL NO EXCAVATION AND GRADING ACT7VI77ES ARE ALLOWED DURING WET WEATHER. WITH ANY TRASH MATERIAL. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING , \\ NEAR SLOPE WHERE IT ORDER TO 7HE SATISFACTION OF 774E 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 VEGETATON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST 5. 774E 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 7HE HAZARDOUS WASTE H07LINE 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 INFORMA7ION 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. PRECAU77ONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS 7HAT ARE UNSAFE OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES ARE POTENTIALLY UNSAFE. DETAIL D: FIBER ROLLS TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED AROUND THE SITE. 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 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 B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 774E SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON FACE OF SLOPE AT 7HE CONCLUSION OF EACH WORK DAY. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVA77ON AND GRADING AC77W77ES ARE PERVIOUS SURFACES. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF COMPLETE. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, CUTTER, AND STORMDRAIN. CONTRACTOR FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH GRAPHIC SCALE 1 " =20' WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. RAINFALL. FOR MORE INFORMATI0N ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 20 0 20 40 60 NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. �4 IN (10 CM) 4. BACKFILL AND COMPACT THE — �tN_Vl�1q�IY�71� FILTER FABRIC O( WIRE DETAIL C: SILT FENCE NOT TO SCALE No. 80356 Exp. 12/31/16 CIVIL/ 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DE�t,l DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. SPS TGL CITY OF ENCINITAS SURVEY CONTROL POINT 7322" SET BRASS DISC STAMPED NEE O1 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 N4A PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 t'�I r` R.C.E. NO. 80356 TYLEP G LAWSON EXP. 12 -31 -16 RECOMMENDED �G?O APP BY. /Y�•/I/1 BY: / _ MASIH MAHE GLENN PROM 5,� 16 DATE: L DATE: .� / 6 ROUGH GRADE EROSION CONTROL PLAN FOR: A /� �7-A �/� MANZANffA COVE CASE 740: 15 -008 TMDB /MUP /DR /ETA /COP A.P.N. 258 - 121 -12 & 13 '2JS2 ®C - -- DATE - - SHEET 6 OF 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 0 li M LEGEND •� *�� HATCHED AREA CONSTRUCTION DETAIL GRAVEL BAGS PER DETAIL B /4 SILT. FENCE PER DETAIL C !V x X L :� X I� f � - ' '`i- . - - � -z- x — -- _ fl■■ �� - %- %� - - Ali X X r 1 . r u. l:• -__ �. R _. -,�� - �� \` 1Z To ,•' ORAWL BA 1 � t 4 LOT M7 4 . li M LEGEND •� *�� HATCHED AREA CONSTRUCTION DETAIL GRAVEL BAGS PER DETAIL B /4 SILT. FENCE PER DETAIL C . im ME Millimmmim pall -��mmmm �� DPTAL. TM BEET i 111 J J / NOTE: CONTRACTOR TO MODIRY CONSRUCT70N ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE v °• • W • d • ® ° s ° ° ' a d A d • WIDTH AS REQUIR TO ACCOMODATE v • ° • • ° ° ° • ° ANTICIPATED TRAI °4 • °• v ° ° v •4 19' RADIUS A MIN. 20' MIN I DETAIL A: CONSTRUCTION ENTRANCE I"�a �-- �.— � —s —�— I ..! a. 'a. _� —.. --> �— ..— �— �--- '°-- .� —'�- I ❑ fr v �/ a ° .�, .'a �/ 4 ° ..� .1 i:., v r 4 II L L LOT 5 RUNOFF OF GRAVERS 4 OTS LOT1 ( ! ! PAD-2O L ENDS wTH PAD4= PAD- 1O 3/4" MIN COARSE GAP BETWEEN BAGS OVERLAPPED L ! ! p _I LOT7 LOTS } AGGREGATE ACTS AS SPILLWAY PAD -20W PAD -2020 FILTER FABRIC LOTY LOT4 ! LOTS ` I ! }� ::: / GRADLE L AREA DRAIN PADw2M I ! ! PAD -MO I .. / ,i' \ ° • d L % 4 -L .�� I'L\ L (pi-^ \, ! L �♦ -- -~ -- -- r— s - -��" .� %/ d •4 d ° ° —JI IRCI frN /GVIM� ° �.TMI9� OIPIIV / , JI 9.1 MIN., UNLESS OTHERWISE • SL.T� ~i ! /Il.ET��CT� -_' ---•► SPECIFIED BY A SOILS ENGINEER PER DETAL e I \ P� � c PER DETAL SECTION A -A Two LAYERS 1 ❑ ` 4 i ENDS y --- — _-- - - - - -- ____ — __-- -_ - -- - - - - - -- �w - - -- - --- - -- - -- -- -------- - - - -- - -- C OVERLAPPED RLA —►- :�P§? DFTAL 7___ _ NOT TO SCALE STORMWATER POLLUTION CONTROL BMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE SEDIMENT CONTROL NOTES 1. SET POSTS AND EXCAVATE A Z STAPLE WIRE FENCING TO RELATIVE TO CONSTRUCTION ACTIVITIES 4 N 4 IN (10 E R 10 A THE POSTS 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 UPSLOP 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 2 INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN FROM 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. TRAINING 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 REQUIRED) ' "'-- F/ 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. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. CONSTRUCTION VEHICLES MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ) INTO THE TRENCH. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES WASTE MANAGEMENT II PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL �I I I II CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION l7 S N / 1 III �) I FILTER FABRIC I 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 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 J� 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. WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT DETAIL C: SILT FENCE 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 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR INSPECTOR. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 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 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION Q�pFESS /pA 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 G L ql 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. he� ��R a <"y 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 Cl) z SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. I No. 80356 m POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES uj TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED AROUND THE SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC '-' Exp. 12/31/16 a 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 CIVIC �Q PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE 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 q O. CAVE &� COMPLETE. PERVIOUS SURFACES. HEREON. WATER USAGE FOR DUST CONTROL SHALL BE 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 pASCO CARET SUITER 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' & ASSOCIATES 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 CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING SHALL BE REMOVED AFTER EACH RAINFALL. 555 North Highway 101, Ste A, Solana Beach, CA 92075 Mill 20 0 20 40 60 ph 858.259.8212 1 f 858.259.4812 1 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DES PS _ oRSP BY cHET� BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. _._ - CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF/ RECOMMENDED JQ0 APPRO PRECISE GRADE EROSION CONTROL PLAN FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1" =20' j• /ar �b n ,� ^ ��ns^ 7322", SET IN THE NORTHWEST CORNER OF A _ —___ DA 7E; BY.' /✓ `•, ' � BY: % L G STORM DRAIN CURB INLET. LOCATED ON THE DATE lr R.C.E. NO. 80356 MASIH MAHER GLENN PRUIM MANZAN/TA COVE NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL N/A TYLLOIR G LAWSON ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 DATE: S/9 / 16 DATE: S , � 4 CASE NO: 15 -008 TMDB � UP � R � lA CDP A.P.N. 258 - 121 -12 & 13 =OF of 18 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 r—cwv 4 I PASO —'! \` 1Z To ORAWL BA LOT M7 4 . ! PAD-WO PAD -0:: PBS B a4 1 i LOT p } PAD-MO l! . a —mil ♦ i 9 ❑ . im ME Millimmmim pall -��mmmm �� DPTAL. TM BEET i 111 J J / NOTE: CONTRACTOR TO MODIRY CONSRUCT70N ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE v °• • W • d • ® ° s ° ° ' a d A d • WIDTH AS REQUIR TO ACCOMODATE v • ° • • ° ° ° • ° ANTICIPATED TRAI °4 • °• v ° ° v •4 19' RADIUS A MIN. 20' MIN I DETAIL A: CONSTRUCTION ENTRANCE I"�a �-- �.— � —s —�— I ..! a. 'a. _� —.. --> �— ..— �— �--- '°-- .� —'�- I ❑ fr v �/ a ° .�, .'a �/ 4 ° ..� .1 i:., v r 4 II L L LOT 5 RUNOFF OF GRAVERS 4 OTS LOT1 ( ! ! PAD-2O L ENDS wTH PAD4= PAD- 1O 3/4" MIN COARSE GAP BETWEEN BAGS OVERLAPPED L ! ! p _I LOT7 LOTS } AGGREGATE ACTS AS SPILLWAY PAD -20W PAD -2020 FILTER FABRIC LOTY LOT4 ! LOTS ` I ! }� ::: / GRADLE L AREA DRAIN PADw2M I ! ! PAD -MO I .. / ,i' \ ° • d L % 4 -L .�� I'L\ L (pi-^ \, ! L �♦ -- -~ -- -- r— s - -��" .� %/ d •4 d ° ° —JI IRCI frN /GVIM� ° �.TMI9� OIPIIV / , JI 9.1 MIN., UNLESS OTHERWISE • SL.T� ~i ! /Il.ET��CT� -_' ---•► SPECIFIED BY A SOILS ENGINEER PER DETAL e I \ P� � c PER DETAL SECTION A -A Two LAYERS 1 ❑ ` 4 i ENDS y --- — _-- - - - - -- ____ — __-- -_ - -- - - - - - -- �w - - -- - --- - -- - -- -- -------- - - - -- - -- C OVERLAPPED RLA —►- :�P§? DFTAL 7___ _ NOT TO SCALE STORMWATER POLLUTION CONTROL BMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE SEDIMENT CONTROL NOTES 1. SET POSTS AND EXCAVATE A Z STAPLE WIRE FENCING TO RELATIVE TO CONSTRUCTION ACTIVITIES 4 N 4 IN (10 E R 10 A THE POSTS 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 UPSLOP 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 2 INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN FROM 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. TRAINING 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 REQUIRED) ' "'-- F/ 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. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. CONSTRUCTION VEHICLES MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ) INTO THE TRENCH. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES WASTE MANAGEMENT II PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL �I I I II CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION l7 S N / 1 III �) I FILTER FABRIC I 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 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 J� 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. WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT DETAIL C: SILT FENCE 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 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR INSPECTOR. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 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 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION Q�pFESS /pA 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 G L ql 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. he� ��R a <"y 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 Cl) z SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. I No. 80356 m POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES uj TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED AROUND THE SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC '-' Exp. 12/31/16 a 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 CIVIC �Q PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE 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 q O. CAVE &� COMPLETE. PERVIOUS SURFACES. HEREON. WATER USAGE FOR DUST CONTROL SHALL BE 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 pASCO CARET SUITER 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' & ASSOCIATES 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 CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING SHALL BE REMOVED AFTER EACH RAINFALL. 555 North Highway 101, Ste A, Solana Beach, CA 92075 Mill 20 0 20 40 60 ph 858.259.8212 1 f 858.259.4812 1 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DES PS _ oRSP BY cHET� BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. _._ - CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF/ RECOMMENDED JQ0 APPRO PRECISE GRADE EROSION CONTROL PLAN FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1" =20' j• /ar �b n ,� ^ ��ns^ 7322", SET IN THE NORTHWEST CORNER OF A _ —___ DA 7E; BY.' /✓ `•, ' � BY: % L G STORM DRAIN CURB INLET. LOCATED ON THE DATE lr R.C.E. NO. 80356 MASIH MAHER GLENN PRUIM MANZAN/TA COVE NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL N/A TYLLOIR G LAWSON ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 DATE: S/9 / 16 DATE: S , � 4 CASE NO: 15 -008 TMDB � UP � R � lA CDP A.P.N. 258 - 121 -12 & 13 =OF 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 %. 6. CONNECTING PINS 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. ti��Llli�I�� 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) 100 314 -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. 12. DRAINPIPE 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 (4' 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 STXC -K 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 FORLINITS IN AREA OF CONVEX RETURN END. EVERY COURSE OF WALL UIV'fTS 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 114" 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 COMPA, T 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 3' 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 SCALE CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. HORIZONTAL AS SHOWN MANZANITA COVE 560 REQUEZA STREET ENCININTAS, CALIFORNIA 92024 AS BUIL Scope of Work Residential Development, 560 Requeza Street, APNs 258- 121 -12 & 13,Encinitas, 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 (D = 300 (D = 300 y =130 pcf y =130 pcf y =130 pcf c= 0 psf c= 0 psf c= 0 psf Seismic Design: Per Geotechnial Report, Design Spectral Response Acceleration Parameter SIDS = 0.901g. PGA = Sos /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. DATE VERTICAL AS SHOWN ELEVATION: 73.612' DATUM: NAVD88 PLANS PREPARED UNDER THE SUPERVISION OF �� O DATE: 3 /Zf /20A6 R.C.E. NO. 33538 NICK S SERWN EXP. 6 -30 -16 APPROVALS RECOMMENDED APPR01 BY: /1A - .--V BY. MASIH MAHER GLENI S/9/Ib 5//i 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. C3 G' National Concrete Masonry Association, Design Manual for Segmental Retaining Walls, Second Edition. lob 2013 California Building Code, (CBC 2013) r 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 ICC ESR -2113: Report for Keystone Retaining Wall Systems, reissued August 1, � 2015. f d' NOTE: REFER TO GRADING PLANS PREPARED BY PASCO LARET SUITER & ASSOCIATES FOR FINISHED GRADE ELEVATIONS AND WALL LOCATION. THE f® WALL BOTTOM ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS EMBEDMENT REQUIRED FOR THE WALL ANY DISCREPANCY IN WALL (� ELEVATIONS SHOULD BE BROUGHT TO OUR ATTENTION. Z W W W Z DRAWING INDEX Z LLl 06 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 U) 13 KEYSTONE WALL 3 PROFILE J 13 KEYSTONE WALL 4 PROFILE 13 KEYSTONE WALL 5 PROFILE 13 KEYSTONE WALL 6 PROFILE Z 13 KEYSTONE WALL 7 PROFILE J 14 KEYSTONE WALL 8 PROFILE U) 14 KEYSTONE WALL 9 PROFILE Z O 14 KEYSTONE WALL 10 PROFILE U 14 KEYSTONE WALL 11 PROFILE Z (D 14 KEYSTONE WALL 12 PROFILE c) W 15 KEYSTONE WALL 13 PROFILE 15 KEYSTONE WALL 14 PROFILE 15 KEYSTONE WALL 15 PROFILE W W 15 KEYSTONE WALL 16 PROFILE 15 KEYSTONE WALL 17 PROFILE 16 KEYSTONE WALL 18 PROFILE N W 16 KEYSTONE WALL 19 PROFILE Z) 16 KEYSTONE WALL 20 PROFILE W W° 16 KEYSTONE WALL 21 PROFILE 16 DSM WALL 22 PROFILE 16 DSM WALL 23 PROFILE r 16 DSM WALL 24 PROFILE IO N 9ROFESS/0A,, LL S. SF lF \G R22m Z ENo.3538 A SERVIN ENGINEERING Lit * 2647 Gateway Road, Suite 105 -500 J y7 CIVIL ��Q Carlsbad, California, 92009 FOF OFFICE: 931-1792 FAX: 931 J Q CAV�FD (760) (760) -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 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. (D TITLE SHEET & KEYSTONE WALL NOTES Z MANZANITA COVE 12582 -G A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP 0' W 8 OF 1 J PREPARED: 312912016 PLSA 2103 Keystone Wa 0' 1 11, — DSM Wall Keystone Wall 14 DSM Wall 24 -- �, Keystone Wall 11 �. Keystone Wall 7 Keystone Wall 5 ,� 96 eystone Wall 12'' -- - - -0 i% f't� � I ta . 7 , �V CD � �,,, � �' � �� i,,.,,.� - y k,f �— -8.0 50 P = _ I; PAD -1820 , s �, OO v.„ to n e Wa 11 1_ m 1,. 1 - -- _ z ,9 � I 3_ ___ - :f [ k .... ;,� Sm 5 _ Q ffr i r i r ��'� k � Lr) — w cf Lamm O eystone Wall 17 t , Key M 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 CONTRACTOR /DEVELOPER 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 CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 s � is 1116 LOT1 i PAD -2050 3I LOT2 i I PAD -M..0 LOTS � PAD -2050 LOT4 PAD - 2015.0 ID =199.0 LOT5 PAD -200.0 LOTS i I PAD -200.0 evstone Wa �-- Keystone Wall 15 SCALE HORIZONTAL AS SHOWN VERTICAL AS SHOWN AS BUILT DATE w 5 Keystone Wall 6; CD DSM Wall 1 Lfi da r LC) r CV QROFESS/O4 LL �o y S. SRq�F Z W No. 33538 m SERVIN ENGINEERING d. * Exit. 6-30-2016 2647 Gateway Road, Suite 105 -500 CIVIL ��Q Carlsbad, California, 92009 J F OF CF��FO OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Retaining Walls and may Q not beusetl byanyothercontractorwithoutwritten permission by Hillside Retaining Walls. S DESIGNED BY DRAWN BY CHESS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. C� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV KEYMAP oo z DATE: LZLZO1L BY: AA • 1,A � BY: �� / /► Al °� COVE 12.582 -G Z R.C.E. NO. 33538 MASIH MAHER GLENN PRUIM MANZ/ NINA ` O E NICK S SERVIN EXP. 6 -30 -16 W DATE: SAIII (O DATE: .'S ' /L A.P.N. 258 - 121 -12 & 13 CASE N0: 15 -008 TMDB /MUP /DR /EIA /CDP Q OF 18 W PREPARED: 312912016 PLSA 2103 Place Additional Pieces of Geogrid When Angle Exceeds 20° Overlapping Geogrid Is Acceptable Compac II Elevation z 18" Compac II Plan Compac Unit • Dimensions May Vary by Region Drainage Fill IIIIIIIIIIIIII � ��.�.�: ►' irnGUYrlifllYilr �.rt m: ve T, of °Geogrid is to be Placed on Level � Cap Unit Elevation 21.5" Standard Plan Fiberglass Pins. Place Next Unit. IdI Miragrid 3XT (See Profiles) - • —• - - -. AH 45 Ibs N k ro y ��. 3 (WOODEN, PVC, METAL). POST SIZE 4 "X4" MAX. • Dimensions May vary .�f >•, "Sim NO SCALE 18„ Cap Unit Plan Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill 3 -Plane Split 1. General - The Sleeve -ItTM post foundation system shall be purchased and installed by Cap Unit Option Compact to 90 %Min. *Dimensions 8 Retained Soil Availability WIII Very by —III Region TW (See Profile) — Keystone Cap Unit Cap Unit Secured with Kapseal Adhesive or equal Near Vertical Batter Front Pin Alignment Standard II Unit 21.5" Standard Elevation by Region Block Types NO SCALE 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 BW (See Profile) Standard II Elevation Standard II Plan Standard II Unit *Dimensions May Vary by Region e " "mau" "son Typical Planting Limits Section Deflect Geogrid Around veuyllu ouu rteuuulcenlent Typical Planting Limits 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 °Geogrid is to be Placed on Level � Backfill and Extended Over the 21.5" Standard Plan Fiberglass Pins. Place Next Unit. IdI Miragrid 3XT (See Profiles) - • —• - - -. Pull Grid Taught and Backfill. 45 Ibs Stake as required. 21.5" Standard Unit (WOODEN, PVC, METAL). POST SIZE 4 "X4" MAX. • Dimensions May vary Grid & Pin Connection by Region Block Types NO SCALE 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 BW (See Profile) Standard II Elevation Standard II Plan Standard II Unit *Dimensions May Vary by Region e " "mau" "son Typical Planting Limits Section Deflect Geogrid Around veuyllu ouu rteuuulcenlent Typical Planting Limits 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 -- Miragrid 3XT (See Profiles) • -- 11 =If =II " V V VI I Leveling Pad (1" Minus) Step Note: 14U Jl./1LC 1. The leveling pad is to be constructed of crushed stone. Locator Lug for / Alignment /-- Front Face �� .-111111-11 1- 111—I�I—I� � 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN 4' Compacted Crushed I Foundation Soil I- 11 =1 ° )JI =I_�_I INSERTED INTO FILTER SOCK, INCASED IN 3" Stone Leveling Pad —III `� =30 —III -I 4 6" Minimum Thickness .III -I Y = 130 pcf I I =III CRUSHED ROCK BEHIND BLOCK. LOCATE 1- — 111111111111�IIIF DRAINS AS LOW AS POSSIBLE BUT OUTLET 111 - 111111 =1 —' 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' rrr REVISIONS APPROVED I DATE REFERENCES DATE I BENCHMARK 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 Section Leveling Pad Detail NO SCALE AS BUILT Geogrid Around Pipe Lateral NO SCALE lia. 1 Dia.) Qv x, xFr oo ®® Unit Drainage Q Fill D Select Granular Backfill Q - Q Geotextile oo� � Separator 4 _ A geotextile separator to contain the drainage Keystone unit allowing select backfill first follot drainage fill within the t Drainage Detail C Unit Drainage Fill with Geotextile Separator NO SCALE Base Leveling Pad Notes- 1 . The leveling pad is to be constructed of crushed stone 2.The base foundation is to be approved by the site geoiechnical engineer prior to placement of the leveling pad and below reinforced grid zone. Limits 6" Crushed Rock Leveling Pad (1" Minus) Compac Unit II Width 18" *Depth. 12" Height. 8" *Weight: 82 Ibs Cap Unit Width: � *Depth: 10 1/2" Height: IdI Miragrid 3XT (See Profiles) - • —• - - -. *'Weight: 45 Ibs HEIGHTS: CHAIN LINK - UP TO 8 -FT, PRIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4 "X4" MAX. =Reiinforced�Soil Detail B - Fence Post Installation Using Sleeve -It 1224R NO SCALE -- Miragrid 3XT (See Profiles) - -•�- 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 , Compact to 90 %Min. II Retained Soil per ASTM D1557 -07 —III `D = 30 I 1 11=1 I I I r 130 pcf —'• Miragrid 3XT (See Profiles) • —•— i I I -- I- 111 =1T� l „LI,;,I -1I Min. 3.0 oz Filter Fabric I not including the capstone: backfill zone. -- Miragrid 3XT (See Profiles) • -- 11 =If =II " V V VI I Leveling Pad (1" Minus) Step Note: 14U Jl./1LC 1. The leveling pad is to be constructed of crushed stone. Locator Lug for / Alignment /-- Front Face �� .-111111-11 1- 111—I�I—I� � 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN 4' Compacted Crushed I Foundation Soil I- 11 =1 ° )JI =I_�_I INSERTED INTO FILTER SOCK, INCASED IN 3" Stone Leveling Pad —III `� =30 —III -I 4 6" Minimum Thickness .III -I Y = 130 pcf I I =III CRUSHED ROCK BEHIND BLOCK. LOCATE 1- — 111111111111�IIIF DRAINS AS LOW AS POSSIBLE BUT OUTLET 111 - 111111 =1 —' 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' rrr REVISIONS APPROVED I DATE REFERENCES DATE I BENCHMARK 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 Section Leveling Pad Detail NO SCALE AS BUILT Geogrid Around Pipe Lateral NO SCALE lia. 1 Dia.) Qv x, xFr oo ®® Unit Drainage Q Fill D Select Granular Backfill Q - Q Geotextile oo� � Separator 4 _ A geotextile separator to contain the drainage Keystone unit allowing select backfill first follot drainage fill within the t Drainage Detail C Unit Drainage Fill with Geotextile Separator NO SCALE Base Leveling Pad Notes- 1 . The leveling pad is to be constructed of crushed stone 2.The base foundation is to be approved by the site geoiechnical engineer prior to placement of the leveling pad and below reinforced grid zone. Limits 6" Crushed Rock Leveling Pad (1" Minus) Compac Unit II Width 18" *Depth. 12" Height. 8" *Weight: 82 Ibs Cap Unit Width: 18" *Depth: 10 1/2" Height: 4" *'Weight: 45 Ibs nit Face Compac II Unit/Base Pad Isometric Section View *Dimensions & Weight May Vary by Region NO SCALE PLANS PREPARED UNDER THE SUPERVISION OF RECOMN DATE DATE: 3 /.Z$ /zor6 8Y. IA R.C.E. NO. 33538 MASIH NICK S SERVIN EXP. 6 -30 -16 Siq//b FENCE POST' SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. CAP UNIT SLEEVE -ITT'" 1224R FRONT (12"0 X24 ")DEEP CUT THE GEOGRID SLEEVE AROUND THE HALF FILL SLEEVE WITH SLEEVE -ITT"' SYSTEM 1 CONCRETE, SET AS NECESSARY X FENCE POST. SRW UNIT COMPACT TO 90% MDD REINFORCED PER ASTM D1 557-07. BACKFILL ZONE SLEEVE -ITT^' 1224R LID R ?VE HALF -RUTS CANTILEVER BASE >hl — A — GEOGRID VERTICAL LEG Sleeve -It - Cross Section View 'FENCING SYSTEMS APPROVED FOR USE WITH THE Sleeve -It - Isometric View NO SCALE SLEEVE -ITTM 1224R ARE LIMITED TO THE FOLLOWING NO SCALE �- HEIGHTS: CHAIN LINK - UP TO 8 -FT, PRIVACY - UP TO 6-FT (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 O not including the capstone: backfill zone. O Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. O The prepared area should be 24" below the proposed top of wall (not including the cap Repeat Above Steps for next Sleeve -ItTM unit. 00 stone). r 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. tSj 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 O^ of the sleeve facing away from the wall face. vertical portion of the cantilever base. Do not install posts between vertical leg and wall O 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 Z 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 W Sleeve -ItTM in its final location. - 6 -foot high and under wood fence with gaps between boards W Step 7: Place enough 314" 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. Z 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 Z Step 8: When installing geogrid around the Sleeve -ItTM system, slit the goegrid LI-I 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. 06 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 J fence post foundations are present. >J Q TW (See Profiels) Z Z Keystone Cap Unit W Cap Unit Secured with 0� Kapseal Adhesive or equal _ ____________ ---- -- W I I I I III =11' =1 I F�-1 1 1911 -1 I C/) J J Back Cuf Z 8:1 Batter Back Pin Alignment 16:1 Batter Alternating Pin Alignment } G, Unit Drainage Fill 1 IZZA lll-1� Z Near Vertical Front Pin Alignment �� - I_III- (See Profiles) 3/4" Crushed -li Rine30 oil ( 11=1 a II_= Rock or Stone) r -13o pot J 21.5" Keystone Standard Unit -� 24" from WTall Face 'III - - 11 El llll= Keystone Standard II Unit z - III - III- III= 1T�11= 1111IIT Z Keystone Compac 11 Unit - Min. 3.0 oz Filter Fabric O See Profiles y - III= U ( ) `' =111 I I� 1 1111111 Z FG (See Profiles) —__� i I II�II -III- Z —I I I -I I r-:I 11�:::] I M 11- U) =1 I I� I I- III -I 11=1 I �I I -1 I I 11=1 I rI I 1=1 I H I I- W I I -I 111 11 =1 I rI I El I F Q IIIF �lII,iJIIEJIMIMI11 BW (See Profile) I j —11 t — I I—I I I ,I� LU _ —I I1= 111 =11II =i 11 I I 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN 4" Compacted Crushed Foundation Soil ��11 3rr Stone Leveling Pad i11�1 �' =30° IIIIIIII:I INSERTED INTO FILTER SOCK, INCASEDIN a 6" Minimum Thickness III =1 Y = 130 pcf II ILI= CRUSHED ROCK BEHIND BLOCK. LOCATE Q ICI _ — III - 111 —III= DRAINS AS LOW AS POSSIBLE BUT OUTLET W ;III M III- III = III — III = 1111111111 =' PIPES MUST BE ALLOWED TO DAYLIGHT UNLESS CONNECTING TO A STORM DRAIN SYSTEM. W Typical Gravity Wall Section o CD 21.5" Standard, Standard II or Compac II Units - Batter Vaires (See Profiles) t SCALE 1 " =2 LO N QtZOFESS/ON LL Z Q Exp�63052016 IT! SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 J �9T CIVIL ��R Carlsbad, California, 92009 J FOF CA��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. 5 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. (D APPROV KEYSTONE SECTIONS & DETAILS Z BY GLENN PRUIM MANZANITA COVE 1252 -G W DATE: S /7 G A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP 10 OF 18 W PREPARED: 312912016 PLSA 2103 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 2" 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 2-0" 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 12 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 % 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 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. Y L 07 x m O CL K w X M WR @18" O.C. with Standard Hook See Table Waterproof with Henry HE107 Asphalt Emulsion and install TerraDrain Sheet 101 Drain Board or Equivalents I I i =III - III -III -I , Burrito Drain (See Detail 2) DSM Wall 1 Drain to Connect to Keystone Wall 20 Drain ��, III III III I. I III - III -III= Cross Reference between Sections A, B & i1 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 i> (1) #5 Cont. Long Reinforcement for K >6" Y J 0r_9r. 'T' 'HL' Toe B, Heel Footing Width s >s x m 0 0 a w u X m 0 2 -3/4" WR @18" O.C. with Standard Hook See Table _ b - IIIIII� � 1- III =III= vo =111111111111111,11111 F (4) #5 Cont. Long Reinforcement ih (4) #5 Cont. Long Reinforcement - � Equally Spaced (1) #5 Cont. Long Reinforcement Equally Spaced for K>6" (1) #5 Transverse Reinforcement (1) #5 Cont. Long Reinforcement Y (1) #5 Transverse Reinforcement for K >6" Y Q r J @ 18" 1 kk @18 "OC Z '10�9�' 'HL' 'T' Heel B, Toe Footing Width DSM SECTION SCHEDULE OF WALL Galvanized #3x Continuous (Additional (2) Top and Bott( • Drain PAP \I See Detail 121 • Wall Case Detail FOOTING TAE'T' Heel FOOTING KEYS WALL Number Number =111111111111111,11111 F (4) #5 Cont. Long Reinforcement ih (4) #5 Cont. Long Reinforcement - � Equally Spaced (1) #5 Cont. Long Reinforcement Equally Spaced for K>6" (1) #5 Transverse Reinforcement (1) #5 Cont. Long Reinforcement Y (1) #5 Transverse Reinforcement for K >6" Y Q r J @ 18" 1 kk @18 "OC Z '10�9�' 'HL' 'T' Heel B, Toe Footing Width DSM SECTION REVISIONS APPROVED DATE REFERENCES DATE I BENCHMARK 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 1 " =16" Solid Grout All Units Standard DSM Unit Top of Footing Void Se Schedule for Spacin Bottom of Excavation Native Soil AS BUILT 0'-9'- W (1) #5 Key Reinforcement (1) #5 Key Reinforcement °T' 'HL' Z @ 18" O.C. for K >6" @ 18" O.C. for Key Location Can Vary Key Location Can Vary ary Toe B, Heel (D on the Heel Side of Footing Footin Width Z on the Toe Side of Footin g g W B DSM SECTION J 3" 3" 6" 3" 3" J 11 1 " =16" Min. 1" of Concrete Cover, Min 3" to Soil (D • A O Horizontal Reinforcement Z V Z W W 0 U) A TYPICAL DRY STACK BLOCK 1 1 " =16 "' Z M i rafi Filter Fabric rtical Reinforcement or Equivalent Z h Std. Hook 0 4" Perforated Drain Pipe U (SDR -35 or Equal) Z�r� o v j v V Free Draining 4" Crushed Ro » U) LU 1 Cu.Ft. /Ft. Length W W Long Reinforcement U) per Schedule B BURRITO DRAIN w Transverse Reinforcement 2 NO SCALE per Schedule Z) W TRANSVERSE REINFORCEMENT ry O (D ,I Leveling Pad When Using � s in Footing for Monolithic Pours r r cV 9ROFESS/p4 LL S. B DSM WALL ELEWATION WITW FOOTING STEP ��IQJ SFGF� Z y� yz 1 1 " =16" Exp. 63052016 A SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 J Nye CIVIL ��Q Carlsbad, California, 92009 J FOF CAV�FO OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engfneenng 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, DESIGNED BY DRAWN 8Y CHECKED aY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (D PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DSM NOTES & DETAILS Z DATE. 3/ZTIZOA BY: /� • /1/� a� BY: 12582 -G Z R.C.E. NO. 33538 MASIH MAHER LENN PRUIM MANZANITA COVE < NICK S SERVIN EXP. 6 -30 -16 W DATE. S /9 /1116 DATE. S %A�G A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP 11 OF 18 (y- PREPARED: 312912016 PLSA 2103 DATE SCHEDULE OF WALL REINFORCEMENT Wall Case Detail FOOTING TAE'T' Heel FOOTING KEYS WALL Number Number WIDTH 'H L' THICKNESS DEPTH REINF. `B` `THY "Kill `41 R" 1 1 A /11 4' -6" 1' -10" 2' -8" 0'- 10.5" 1' -0" (2) #5@ 18" O.C. 1' 2 A /11 T -9" 0' -6" 1 ",: / 3'-31 if 0' -10 5" 0' -9 "' (1) #6@ 1'8" O.C. 22 1 C/11 6' -0" 3' -6" 2' -6" 0' -9" 1' -7" (2) #6@ 18" O.C. 2 2 Blfi 5 -0" 2` 6" t c O1/ 1' -1" (2) #5@ 1$" O.C. 22 3 B/11 5' -0" 2' -6" 2' -6" 0' -9" 0' -8" (1) #5@ 18" O.C. 2 4 B/11 5' -0" ' " 2,_0" II� None, (1 ) #5@ 1'8" O.C. 23 1 B/11 5' -0" 2' -6" 2' -6" 0' -9" 1' -1" (2) #5@ 18" O.C. 3 2 B/11 `4 2' -6" 2' -6" 0` 9) ' : 6� j (1) #5@ 18" O.C. / 23 3 B/11 5' -0" 2' -6" 2' -6" 01-9" None (1) #5@ 18" O.C. 24 1 8111 ( 2' 6,r 01- N (1) #5 @8" O.C. Mkll 24 2 B/11 3' -0" 1' -6" V -6" 0' -9" None (1) #5@ 18" O.C. REVISIONS APPROVED DATE REFERENCES DATE I BENCHMARK 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 1 " =16" Solid Grout All Units Standard DSM Unit Top of Footing Void Se Schedule for Spacin Bottom of Excavation Native Soil AS BUILT 0'-9'- W (1) #5 Key Reinforcement (1) #5 Key Reinforcement °T' 'HL' Z @ 18" O.C. for K >6" @ 18" O.C. for Key Location Can Vary Key Location Can Vary ary Toe B, Heel (D on the Heel Side of Footing Footin Width Z on the Toe Side of Footin g g W B DSM SECTION J 3" 3" 6" 3" 3" J 11 1 " =16" Min. 1" of Concrete Cover, Min 3" to Soil (D • A O Horizontal Reinforcement Z V Z W W 0 U) A TYPICAL DRY STACK BLOCK 1 1 " =16 "' Z M i rafi Filter Fabric rtical Reinforcement or Equivalent Z h Std. Hook 0 4" Perforated Drain Pipe U (SDR -35 or Equal) Z�r� o v j v V Free Draining 4" Crushed Ro » U) LU 1 Cu.Ft. /Ft. Length W W Long Reinforcement U) per Schedule B BURRITO DRAIN w Transverse Reinforcement 2 NO SCALE per Schedule Z) W TRANSVERSE REINFORCEMENT ry O (D ,I Leveling Pad When Using � s in Footing for Monolithic Pours r r cV 9ROFESS/p4 LL S. B DSM WALL ELEWATION WITW FOOTING STEP ��IQJ SFGF� Z y� yz 1 1 " =16" Exp. 63052016 A SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 J Nye CIVIL ��Q Carlsbad, California, 92009 J FOF CAV�FO OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engfneenng 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, DESIGNED BY DRAWN 8Y CHECKED aY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (D PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DSM NOTES & DETAILS Z DATE. 3/ZTIZOA BY: /� • /1/� a� BY: 12582 -G Z R.C.E. NO. 33538 MASIH MAHER LENN PRUIM MANZANITA COVE < NICK S SERVIN EXP. 6 -30 -16 W DATE. S /9 /1116 DATE. S %A�G A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP 11 OF 18 (y- PREPARED: 312912016 PLSA 2103 DATE PREPARED: 312912016 PLSA 2103 17 y 10 V r r r w T I 10' Z 0 U y� T Q J J J 0 II II i C) W CD J + DSM Wall 1 v Z +_ v o �z �LU + �m 180- ''.. TW 177,33 TW 177.33 TW t7733 - TIN 177.33 a 175 F ... - - F1 BF 173.67 P BF 173.00 I: 1 ... .. I - T 72 .. . .. .. .. ... .. .. ...... . ...... .. .. ... .. .. BF 172.33 F 1 Kv 2 / i' �' 1 70 "BF1 BF 171.00 BF 170.33 '� i .� "% BF 16967 P�A VIA VIA r11A " x x BF 169.00 BF 169.00 Case 2 Section A 11111111110 Case 1 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 11 +90 1 ZLO w Lr. J DSM Wall 1 V 0 �� ®< Keystone all 2 += Ce �� o� 5 + �LU Front Pin Alignment + cc LU 180 , 185- TW 177.33 TW 177.33 TW 181.33 TW 181.33 175 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 180 -� 170 F 1 F ,._ ., BF 170.33 1 75 BW 176.00 BW 175.33 BW 175.33 lBF 169M BF 169.00 v2 xsa Note: DSM Wall 1 Drain to Connect to x x �� Keystone Wall 20 Drain case 1 Case 1 12.5' Section A Grid Length 1 - 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 Z z J Keystone Wall 2 J = = + CN Q Front Pin Alignment Q + + + + 185 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 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 W Keystone Wall 2 6� J co < + + + Front Pin Alignment M + � w + -N C'N cr Cr U) TW 162.67 '�x2Y '3x ��x' 185- TW182.00 �`�x x° '`, 9 `max °�' o° S OO B TW 184.67 185.00 Legend: Finished Grade: .......... ................... ..........•® 9 2 84.3 TW 184.00 2x9i� STW •g7 183.33 S - -- TIN 181.33 -� • -- BW 182.67 BW182.00 ��x �'2x '.,. Standard II or DSM Unit: o 180 ... - -• - B�180.00 BW 181.33 BW18067 '�x 'Px' ?> d� 2A s° >S, 21.5" Standard Unit: 2 o .• BW 17933 BW 178.00 B��78.67 ��x °s, °° - -•• - -- -W sus •� Compac II Unit: o -••• -- -- • - - 177.33 BW 176.67 v 2xLQ "� `r 2x$ , Cap Unit: iia w. 175 BW 175.33 x o ��xBW 176.00 ° ° �� QROFESS/pN xs °° ''�, Case 2 �2 5.0' w No.33538 m SERVIN ENGINEERING Grid Length Exp. 6 -30 -2016 * * 2647 Gateway Road, Suite 105 -500 12 +60 12 +70 12 +80 12 +90 13 +00 13 +10 13 +20 13 +30 CIVIL - �e Carlsbad, California, 92009 9TFOF CP��F�OFFICE :(760)931- 1792FAX:(760) 931 -1892 These - - -- - - -- -- -- engineering plans were designed for construction by Hillside not be used by any other contractor without written permission Retaining Walls and may by Hillside Retaining Walls. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED DRAWN CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS ENC -441, 2.5" BRASS DISC, EAST SIDE HWY. 101, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV DSM WALL 1 & KEYSTONE WALL 2 PROFILE 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 HORIZONTAL AS VERTICAL AS SHOWN SHOWN o � *z NICK S SERVIN DATE: 3 /,Z`I /zoos +ate R.C.E. NO. 33538 EXP. 6 -30 -16 BY: /N • /✓� BY: MASIH MAHER GLENN PRUIM DATE: Siill DATE: MANZANITA COVE A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP n 16582 ®G DATE 12 OF 18 PREPARED: 312912016 PLSA 2103 17 y 10 V r r r w T I 10' Z 0 U y� T Q J J J 0 II II i PREPARED: 312912016 PLSA 2103 _7 5 D V C • • I r r r I- J U) O U z (D W w Lu w U) N LLI W 0 cfl LO r LO r N LL Q J IL J ,. oa Keystone Wall 3 z O� +� CS U ° U Front Pin Alignment + + + + + + U) m Q 190-- TW 190.00 TW 190.00 TW 190-00 TW 190.00 185 x x BW 185.7 BW 181.67 BW 181.67 BW 181.67 BW 181.67 BW 181.67 BW 180- x 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 O J r N Front Pin Alignment Lr. += g 4 -d O N� ®Q Keystone Wall 4 J + CD a + + cl� + �® + + + + + Q Z ® Front Pin Alignment Z U) < I- LU w U) F- W , �ox0 5 TW 177.67 C/% w Cr 18 0 �0 pox °� �p °x x2 �� s, 2s x06�178.67N yo o TW 176.33 (r x 20T TW 178 00 ° TW 178.33 TW 178.67 TW 179.00 xCq .33 ^o � ^• TW 175.00 190- TW 190.00 67 .00 7 bryh ^ox0 ryy TW 173.67 0� x y 175 x ^ox93. '• Sp TW 173.33 185 .• '2ss �2x W 187.67 170- BW 171.00 BW 170.33 BW 170.33 BW 181.67 BW 181.67 BW 18 5.67 x 180 �! x5s� r BW 183.67 Case 2 Case 1 Case 3 1 .5' 9.5' 5.5' 8 8.5' Grid Length 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 0 11 +90 12 +00 12 +10 12 +20 12 +30 12 +40 12 +50 12 +60 CD Keystone Wall 0 Ke stO n e Wall y 6 In M Q oz Front Pin Alignment L) g w Q 0 + + + Front Pin Alignment + + + T- w m Z I- LU ®a L6a ++ ® T- 7� ® Z ® x�ryOO 1Q !, Cr Q W ••.... TW 201.00 0 00 ^fix ^0 200.67 TW 200.33 TW 200.33 H� - ........ LU 200 _ 175 (n m BW 199.33 - _.... •• .. ..� ...... BW 198.67 W T 173.33 •• .. BW 198.00 - ` - -- - ...... ..•••• - - -- - BW 198.00 x BW 197.33 -- •. " BW 196.67 - '•••• .. .. �- ... __ - -' -- BW197.33 �, BW 19667 x3 x 2 170 _. _....... 195 BW 170.33 .. " BW 195.33.... -- •• ••• •• " BW 194.67 - -_..- •• _._ _._ - _. __.... BW 194.67 BW 19600 ..BW 195.33 1 x 7 ' 'xpj �x7 O 0 Case 1 x x BW 194.00 BW 194.00 �px �p0 '.. 4.0' x 2s Grid Length BW 196.00 - 10 +00 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 CD J Keystone Wall 7 > J CD >Z CV J CD Front Pin Alignment T wTW �px0 TW 196.00 0 195- 191.67 ' v° ,Ox pd xs0 s9� ��S m TW 190.33 �Ox Ox TW 19367 F- LU TW 189.00 0 '� s S 00 TW 19 33 TW 187.67 O W 193.33 TW 19 6 TW 193.00 -� BW 194.33 BW 193.67 6, Legend: �190 TW 186.67 TW 187.00 �Ox 2s • Finished Grade: .......... ................•.............. 190 vpx So • 7px '0x,0 'Ox,S, '980 _ Miragri T. 00 •SO S •••• . I.: • - "" "" "' "• -" •• "- - -• •• .... .. .. .� •• BW 188.33 �O ,OBW167.67 ' °x5 x� BW 187.00 SO St Standard II or DSM Unit: o 185 TW 18g.00 - -• •• �- BW 185.67 0. BW 186.33 �OxS xsp ��S 0 C 21.J" Standard Unit: o BW 184.33 185.00 ,Ox252s F2 °O c'2S Compac II Unit: o pp Cap Unit: Case 2 Case 1 Case 2 QROFESS1pA, Gravity Section 5.0' Gravity Section �� °�rv� S SFp�F� ' No Grid Required Grid Length No Grid Required h 2 Z 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 A SERVIN ENGINEERING * * 2647 Gateway Road, Suite 105 -500 - -- - P CIVIL �P 9TF Carlsbad, California, 92009 OF PV�`c�Ey C OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 These engineering plans were by Hillside Reaming Walls and designed for mitten may not be used by any other contractor without written permission by Hillside Retaining Walls. permission REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRJGH BY CHENSS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. HORIZONTAL AS SHOWN PLANS PREPARED UNDER % O THE SUPERVISION OF DATE: 3/,Z`7/ZO16 RECOMMENDED APPROV. BY.• •/�� BY: MASIH MAHER GLENN PRUIM MANZANITA KEYSTONE WALL 3 - 7 COVE PROFILE 12582 -G DATE ELEVATION: 73.612' DATUM: NAVD88 VERTICAL AS SHOWN NICK S SERVIN R.C.E. NO. 33538 EXP. 6 -30 -16 DATE: •Sl4 /1(0 DATE: S%7 6 A.P.N. 258- 121 -12 & 13 CASE NO: 15 -008 TMD8 /MUP 1DR 1EIA /CDP 13 OF 18 PREPARED: 312912016 PLSA 2103 _7 5 D V C • • I r r r I- J U) O U z (D W w Lu w U) N LLI W 0 cfl LO r LO r N LL Q J IL J ,. 1. PREPARED: 312912016 PLSA 2103 7 7 s I I I s it i LU J J Q J C/) Z O Z 9 W t W ¢ N Lt7 Uj LU rn LO r N Li- g W J >J i I ai Keystone Wall 8 o Keystone Wall 1 Front Pin i Alignment o f f o J Keystone Wall 19 N J ¢ ® J ®¢ ®� o � CD Back Pin Alignment o o (D P J ° Z + + + Front Pin Alignment Q Z °o ¢ C6 ¢ ¢� + + + O® U) M 200 U) m Q Z TW 192.3 7p x'ss 200 r- �.: 'pxp W W 195 TW 191.00 , pxp m �Op U) 9 W 1 4 00 TW 195 TW 195.67 'Ox '�S. pp�S ... _ .. ... .. . _.... _ �7- Bw 196 Do isss7 B px2p �'.... 4 e e G. ...; C e <�'..t..... •i. �` G G BW 194.33 c. c c ., -�, _ e �' C •• _ .. 191.67 x3� 195 BW 195.33 7px BW 19467 e j BW 193.67 �. __r .-...r. U BW 193.00 190 - BW 190.33 BW 189.67 7p x .... 77,97 BW 189.00 BW 188.33 7-189 - xis 7sp 190 BW 187.00 'px BW d2sp BW 191. Cases 1 & 2 Case 2 Case 1 1 ' 185 Case 2 s 1 Case 2 Gravity Section No Required Gravity Section 4.0' Case Grid No Grid Required Grid Length d Len Grid Length Grid Length Grid Length d Len d Len 1 0 +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 CD f Keystone Wall 11 J ®Z +_ + + + + + + m Front Pin Alignment Q TW 202.33 TW 202.33 205- 'px 1px� 'Oxg,9 7 pxbp O 7�xi �7 xs�'S ' �p px) S 03.00 Ox1ry� 1ry0 ^ ^Ox1 '�03.33 0 TW 201.00 TW 201.33 TW 201.6 �xxxxxxx 0 00 202.3 0 00 00 ... ..... 200 .............. ....... •, ._ • BW 199.67 BW 199.00 BW 199.00 7j xo- BW 198.33 - -• ••• . .. ... BW 198.33 77 x X42 BW 197.67 BW 197.67 x8 O� S x x 197.00 BW 197.00 )BW 195- Case 2 �, y` x Case 1 Gravity Section 5.0' 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 w W Keystone Wall 11 (6 J CD J g a Keystone Wa 1 112 Z + cc Standard II Units Front Pins Q �'j r + + = Compac II Units Front Pins + ° Z Back Pin Alignment a v r - i- z ¢ LU i-CO C¢ c F-w • Cn W 06 6 ry1 ^Ox 06 3 ,Yh o0 Ox0 xcDO' 0 0 r�Ory ^x 10 00 • _ "' ...... 06.33 W 00 T 205,67 ^ �xry xry1 00 1,1,5 ry0 .,� ^ ^x x9 3• 00 0 • 0 205 BW zos.00 .. ...... ..... ,,,_, .. .. ... .. .. •- .... xb TW zoa 67' 204.33 '`^ TW 204.00 ^ b ^x x ^� 205 BW 204.33 BW 203.67 •• -�. .. . • . - -• TW 203.67 203. 3 TW 203. TW 203.33 BW 203.00 BW 202.33 •� 21 21 1 21 1 21 21 21 x x BW 201.67 BW 201.00 21 21 2, 21 21 2t 21 ' 1 21 :at 21 21 21 •• 200- x BW 200.33 2r 200 BW 200.33 BW 201.00 ��,x �xJ� x BW 199.67 2, x BW 199.00 21 ' 1 z1 2't !1 •2>h 21 21 21 21 �1 .67 7 .pp x BW 198.33 x x 195 x 195 Case 2 Gravity Section Gravity SSection 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 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 11 +40 11+110 1 w Z CD J + Keystone Wal 112 N ¢ �® Back Pin Alignment < W U) 205 h xb0 0 5 h� 203.67 -n V 203.33 ^ �� ^,`x x.10 TVV 2 0 �. '` o 00� /��20133 O 0 ^x O^ ,�00 00 TW 199.67 TW 199.00 Legend: .. ................... de .................... Finished Grade 2: a 1 21 21, 2 TW 20 x�' n x9 00• 21 1 21 31 21 11 11 21 21 21 20.67 `� ^'� ,�x ^ 21 z: 2 z: 2. ,.. 21 � 21 1 2t 11 2t TW 201.00 TW 006 ry0 10 x00• 1' O O o`L x x^ TW 198.33 TW 197.67 0 Miragrid 3XT: 200 ?, 1 21 9� m, 21 1 21 21 21 2.1 21 21 21 21 21 'i 21 21 21 -1 21 i`3 2 2 2` 2 It :i 2, 2, 21 21 21 21 21 21 2t 2Y 0033 �ry ry W D OO �yry OG �•�•�•�•�•�•�•�•�•�•�•� '" 2 1 21 .'1 1 2, 2 Z. N7. d 1 21 21 21 21 21 21 21 21 21 21 21 2t 2t 2, 2t 21 ?1 2, 1 21 21 21 21 21 21 21 21 ^ryx ^x ^� xry "� Standard ll or DSM Unit: o BW 199.00 2? 1 2' 21 1 21. 1 2' 1 2' 1 2 1 21 _" s'r - e'F':. $ 1 2, 21 21 21 21 31 2i 21 2t 2t 21 21 21 BW 198-33 21 21 21 29 21 21 21 21 27 24 •24 �A . ^st- 2t BW 197.67 2 ". 2" 27 21 21 21 21 21 21 21 a 21 21 2A 21 23 21- 21 21 2i 1 �i 24 21 21 • .. 9 �ryx 21 Standard Unit: 2` x BW 197.00 21 21 21 1 x x 21 1 21 1 21 1 21 j 21 1 21 1 29 1 21 1 21 1 BW 196.33 !? ...... .. 21 21 1 21 . ...... .. ...... .. .�� Compac II Unit: o 195 x x CV BWt95.67 BW 195.00 Cap Unit: ''. Case 1 Gravity Section Case 2 Gravity Section x Case 3 Gravity Section Grid Length Grid Length Grid Length rr.n,, 11+ 0 11 +60 11 +70 11 +80 11 +90 12 +00 12 +10 12 +20 12 +30 12 +40 m SERVIN ENGINEERING 2647 Gateway Road, Suite 105 -500 yCIVIL Carlsbad, California, 92009 F OF CP��F� OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 Theseengineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other contactor without written permission by Hillside Retaining Walls. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NSS CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVD88 :, HORIZONTAL AS SHOWN VERTICAL AS SHOWN PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 /,Z`l /409 R. C. E N0. 33538 NICK S SERVIN EXP. 6 -30 -16 RECOMMENDED APPROVE BY.• BY: MASIH MAHE GLENN PRUIM DATE: S14116 DATE: E /0kL MANZANITA A.P.N. 258 - 121 -12 & KEYSTONE WALL 8 - 12 PROFILE COVE 13 CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP 2582 ®G DATE 14 OF 18 PREPARED: 312912016 PLSA 2103 7 7 s I I I s it i LU J J Q J C/) Z O Z 9 W t W ¢ N Lt7 Uj LU rn LO r N Li- g W J >J i I ai 205 200 ®J O J O t ® Z P LQ ��rry / W V M J W 205 tf 210 205 of CD CD t ® Z P� W C/)m 10 +00 J O ++ Z ®(D P Q W m U) 10 +00 10 +10 ®J O J ® Z P� W U) m 10 +00 REVISIONS 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 Keystone Wall 14 Front Pin Alignment 10 +20 10 +30 f+, 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 CC N cc t + t hp h TW 1D. 7 �p ,p" ^x0 210.33 0 00 ^�"ry xr'6. 9 "6 T 09.33 00 '` 08 66 .. a ..... .. ...... .. .. ... .. .. ...... .. ...... .. .. ... .. .. ...... .. ...... .. .. .. .. ...... .. ...... .. .. .. .. ...... .. ...... .. .. ... .. .. ...... BW 205.00 BW 205.00 Case 1 Case 2 5.0' 5.0' Grid Length Grid Lenc 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 11 +30 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 10 +10 APPROVED I DATE 10 +20 10 +30 Case 1 5.0' MIr, : 10 +50 REFERENCES DATE I BENCHMARK 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 Gravity Section No Grid Required 10 +60 10 +70 SCALE Case 2 Gravity Section No Grid Required 1 10 +80 LO �JI +� P❑ Q Z UW AS BUILT �J J t 0 P ❑ ELI HORIZONTAL AS SHOWN DATE ^{ VERTICAL AS SHOWN 210 205 200 O ,J CD t O Z Q� LU �m 10 +00 Keystone Wall 16 Front Pin Alignment Case 1 Gravity Section No Grid Required 10 +10 10 +20 10 +30 11 +40 10 +40 "E!Zw °r " " "" °` "" °' APPROVALS JGH JGH NSS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED / APPROV DATE: 3 /ZVZOtd BY: I • M 4 BY: R.C.E. NO. 33538 MASIH MAHER GLENN PRUIM NICK S SERVIN EXP. 6 -30 -16 DATF• S/q /) b nATF• ✓�� /l 1 11 +40 11 +50 11 +60 11 +70 11 +80 0 of J t P P ®❑ Q Z rir-^ LU VJ O C4 CD CD LO 00 J r Lo Q LO r CD aZ �W cD X LU LU �Z V Z w 06 U) J J Q 11 +50 Z Z_ LUQ H Of LU J F- Z J to Z z (D C/) W e LU Q N Legend: Finished Grade: Miragrid 3XT: ....................... 0 Standard II or DSM Unit: o 21.5" Standard Unit: o Compac II Unit: o Cap Unit: LL QROFESS /ON �O S. SFg7� Z w No. 33538 m SERVIN ENGINEERING Exp. 6-30-2016 ; 2647 Gateway Road, Suite 105 -500 J `Pq2 CIVIL ��Q Carlsbad, California, 92009 J F OF CPV�F� OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 The a 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. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. (D KEYSTONE WALL 13 -14 PROFILE z 1zooz -U Z MANZANITA COVE < W A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMDB/MUP /DR/EIA/CDP 15 OF 18 0_ PREPARED: 312912016 PLSA 2103 O J O O Q O O_ Z Q F- W (n m 205 200 10 +00 10 +10 10 +20 10 +30 Keystone Wall 19 Front Pin Alignment ®a o� + ® Z a� �W 205 m 200 10- 215 210 205 M ®� oZ Q � 2154 U j m 210 205 200 10 +40 C)f O J O + O Z Q � W (n m 10 +00 TW F 207.00 10 +00 REVISIONS 10 +10 10 +10 APPROVED DATE 10 +20 10 +20 REFERENCES 10 +50 17'r 17( 10 +60 10 +70 `Iigii7 10 +90 i>W1111 11 +10 11 +20 11 +30 11 +40 11 +50 iiud( N J J CEO Q + r- F- LU L7 200 195 Keystone Wall 21 Front Pin Alignment ie I-ad 4 — I. • I 10 +00 Case 1 Gravity Section No Grid Required I 10 +10 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 1 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 +00 11 +10 11 +20 ° J Vista ®SP (ista DSM Wall 23 +-J J TW 213.00 Q Z + TW 212.33 � Z �Ox ,,x0225. 60 TW 2 36 Q TW °v2 f-- W TW 21`1.67 TW 21 0.33 00 W 211.00 T 0 215 (J) In 9.67 \i0_ 10 +30 10 +40 10 +50 10 +60 DATE BENCHMARK SCALE CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. HORIZONTAL AS SHOWN VERTICAL AS SHOWN ELEVATION: 73.612' DATUM: NAVD88 10 +70 10 +80 AS BUILT DATE 210 BF 210.00 BF 207.33 11 +30 11+ 10 +00 10 +10 Wall 24 CHECKED BY 0 of L{j J r Q TW 214.33 RECOMMENDED T )0 , O Q Z 3/zg /zo/6 W 10 +90 11 +00 11 +10 10 +00 10 +10 DESIGNED BY DRAWN BY CHECKED BY APPROVALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO�D 3/zg /zo/6 BY: BY: R.C.E. N0. 33538 H MASIH MAHER MAHER Rb GLENN PRU ��DATE: NICK S SERVIN EXP. 6 -30 -16 DATE: S /9i 16 narF• S 0 J o Q CD z LU c� W W Z_ (D Z W 06 C/) J J 1 +30 11 +40 (D V v LO Z CD J Z 00 Q r > Q + + >® W (n W W Q J xsY x�� 2S TW 210.33 ^^ T- Z LA VIA r.11A J F 0 .75 F 202.00 Z x U Case 1 z Section e U 40 11 +50 11 +60 11 +70 11 +80 W Q V) N Legend: Finished Grade: W Miragrid 3XT: ....................... 0� Standard II or DSM Unit: o 0 21.5" Standard Unit: o rn Compac II Unit: o LO Cap Unit: Vq,oFESS /0y LL Z w- No.33538 m Exp.6 -30 -20 16 SERVIN ENGINEERING * -20 2647 Gateway Road, Suite 105 -500 UP J q7, CIVIL ��Q Carlsbad, California, 92009 J FOF CA��F� OFFICE: (760) 931-1792 FAX: (760) 931 -1892 These engineering plans were designed for construction by Hillside Retaining Walls and may Q not be used by any other contractor without wntam permission by Hillside Retaining Walls. S CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. KEYSTONE WALL 18 - 21 & DSM WALL 22 - 24 PROFILE z 12582 -G z MAIVZANITA COVE < A.P.N. 258 - 121 -12 & 13 CASE NO: 15 -008 TMOB/MUP /DR /EIA/CDP 16 OF 181'w PREPARED: 312912016 PLSA 2103 NOTE.• • REFER TO SHT. 16 FOR TREES, SHRUBS & GROUND COVER LEGENDS G P AGA A AGAPANTHUS AFRICANUS P PETER PAN LILY OF B 1 G GAL. S BAC B BACCHARIS SALICIFOLIA M MULEFAT PP ' 'PETER PAN' T THE NILE 1 SAL M S SAM S SAMBUCUS MEXICANA M MEXICAN HEM H HEMEROCALL15 HYBRID D DAY LILY 1 1 G GAL. M MEX E ELDERBERRY SDO ' DE ORO' A ART A DOU ARTEMESIA DOUGLASIANA M MUGWORT P R L LIMONIUM PEREZII S STATICE 1 1 G GAL. L L B BAC B PIL BACCHARIS PILUARIS C COYOTE BRUSH NAN N NANDINA DOMESTICA 'GULF G GULF STREAM J 5 G GAL L L S JUN JUNCUS SP. R RUSH GS S STREAM' H HEAVENLY BAMBOO 5 SP J SAN S SANTOUNA L LAVENDER COTTON 1 1 G GAL L L C EUC E EUCRYPTA EUCRYPTA CHA C CHAMAECYPARISSUS SCR S SCROPHULARIA C CALIFORNIA FIGWORT ARC A ARCTOSTAPHYLOS H HOWARD MCMINN C CAL C CALIFORNICA HM ' 'HOWARD MCMINN M MANZANITA 5 5 G GAL L L y y,� • • -E 4 PIT P PITTISPORUM CRASSIFODUM� BAC B COM G GOMPACTUM' C COMPACT KARO 5 5 G GAL, M M B PIL BACCHARIS PILUARIS C COYOTE BRUSH SHRUBS BAC B LAV L LAVANDULA ANGUSTIFOLIA S ENGLISH LAVENDER 1 1 G GAL. L L S SAL BACCHARIS SAUCIFOLIA M MULEFAT ANG ' CUSHION' E ROS R ROSA CALIFORNICA C CALIFORNIA ROSE RHA R RHAPHIOLEPIS INDICA B BALLERINA INDIA C 0 BAL ' 'BALLERINA' H HATHORN 5 5 G GAL L L RUB R URS RUBUS URSINUS B BLACKBERRY ROS U RUG R ROSH RUGOSA HANSA' S SEA TOMATO 5 5 G GAL. M M i ii S SAM M SAMBUCUS MEXICANA E MEXICAN MEX S ELDERBERRY PHO P PHOTIN/A X FRASERI RED PHOTINIA 5 5 G GAL. M M D ART A ARTEMIISIA DOUGLASIANA M MUGWORT RR R ROBIN' P DOU PIT P PITTIOSPORUM TOBlR4 V VARIGATED E 5 G GAL. M M F ERI C ERIOGONUM FASCICULATl1M CALIFORNIA TOB ' PITTOSPORUM ATELNTIN o o ROS R ROSMARINUS OFFICINALIS B BLUE SPIRES` BS ' 'BLUE SPIRES' R ROSEMARY 5 5 G GAL. L L A ART C ARTEMISIA CALIFORNICA S CALIFORNIA 1 GAL. SAL S SALVIA LEUCANTHA S MEXICAN BUSH 5 5 G GAL. L L E ENC SAGE M ENCELM CALIFORNICA B BUSH SUNFLOWER 1 1 GAL. CAL E 'd HET ' HETEROMELES ARBUTIFOLIA T TOYON 5 5 GAL. ARB r "I 1 H COASTAL SAGE Y ARB ` ARBUTUS MARINA' NCN 24" BOX SCRUB MIX MAR L 51 # /AC. 2,000# /AC PROMATRIX BFM M .. ': � COR RED. FLOWERING 15 GAL./ BIOSOL FORTE FIC CORYMBIA FICIFOLIA GUM 24" BOX 7 -2 -1 ORGANIC L FERTILIZER 800 # /ACHYDROP M OST PREMIUM GIN COMPOSTf Blt GINKGO BlLOBA 'FAIRMONT' MAIDENHAIR TREE 24" BOX AMEND NATIVE N/A SOIL PER SOIL REPORT 5' (MAXIMUM) I 24" BOX 24" BOX STANDARD L 40' HIGH X 40' WIDE STANDARD L 40' HIGH X 25' WIDE STANDARD MALE ONLY M 50' HIGH X 20' WIDE ri LOW BRANCHED M 40' HIGH X X7 20' WIDE � STANDARD L 70' HIGH X 30' WIDE STANDARD 24" BOX L 50' HIGH X 40' WIDE MULTI TRUNK 24" BOX M 70' HIGH X 40' Ni1DE STANDARD 36" BOX L 60' HIGH X 50' WIDE RHA RHAPHIOLEPIS 'MAJESTIC STANDARD MB BEAUTY NCN 15 GAL M 20' HIGH X 10' WIDE � ©�o� NATURAL ru SAL BRANCHED; GOO SALIX GOODDINGII GOODDING'S WILLOW 15 GAL H 25' HIGH X 25' WIDE LEGEND O1 PLANTING AREA �2 24" ROOT NDS ROOT CONTROL BARRIER — CONTINUOUS AROUND PLANTER. O CONCRETE CURB OR EDGE OF PAVING 8' -0" MIN. O VEHICULAR PAVING (BY O WALL OR FENCE (WHERE OTHERS) OCCURS) O COMPACTED SUB —GRADE O8 ROOT BALL COMPACTED BACKFILL Q TREE TRUNK 10 FINISH GRADE 11 %X DISTANCE FROM 0 BACK OF CURB TO CENTER OF TREE TRUNK 8' -0" MIN. ,. in _ _ % 01 LINEAR ROOT BARRIER AT PAVING, WALLS & FENCES SCALE: NTS XLD— PLNT— MISC— Linear_Root_Barrier_at_Paving ,( RAINVILLE ►BYE LANDSCAPE ARCHITECTS 100 W. MAIN STREET, SUITE 12, TUSTIN, CA 92780 TEL.: (714) 838 -7200 E —MAIL: garybye @att.net REVISIONS APPROVED DATE REFERENCES DATE BMC MARK SCALE AS BUILT DESIGNED ev :Baum BY CHECKED BY ffiNOROM O DIVISION APPROVALS CITY OF 04M TTAS PUBLIC WORKS DEPART.NIE T DRAVa NG NOe CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D #1031. 2.5° BRASS DISC STAMPED "ENC -31 LS e� ``oor� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZ.: AS SHOWN DATE: BY: /1/1 • �,__�� BY: 1GJ�G'G STORM DRAIN CURB INLET. LOCATED ON THE DATE MASIH MAHER GLENN PRUIM MANZANITA COVE PLANTING LEGENDS - NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL k&_ ELEVATION: 182.995' DATUM. NAVD88 DATE: 5�q /14 DATE: Std lL CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP A.P.N. 258 - 121 -12 & 13 18 OF 18 PREPARED: 1011212015 REVISED: 02 MARCH, 2016 AMEND NATIVE N/A SOIL PER SOIL REPORT 5' (MAXIMUM) I 24" BOX 24" BOX STANDARD L 40' HIGH X 40' WIDE STANDARD L 40' HIGH X 25' WIDE STANDARD MALE ONLY M 50' HIGH X 20' WIDE ri LOW BRANCHED M 40' HIGH X X7 20' WIDE � STANDARD L 70' HIGH X 30' WIDE STANDARD 24" BOX L 50' HIGH X 40' WIDE MULTI TRUNK 24" BOX M 70' HIGH X 40' Ni1DE STANDARD 36" BOX L 60' HIGH X 50' WIDE RHA RHAPHIOLEPIS 'MAJESTIC STANDARD MB BEAUTY NCN 15 GAL M 20' HIGH X 10' WIDE � ©�o� NATURAL ru SAL BRANCHED; GOO SALIX GOODDINGII GOODDING'S WILLOW 15 GAL H 25' HIGH X 25' WIDE LEGEND O1 PLANTING AREA �2 24" ROOT NDS ROOT CONTROL BARRIER — CONTINUOUS AROUND PLANTER. O CONCRETE CURB OR EDGE OF PAVING 8' -0" MIN. O VEHICULAR PAVING (BY O WALL OR FENCE (WHERE OTHERS) OCCURS) O COMPACTED SUB —GRADE O8 ROOT BALL COMPACTED BACKFILL Q TREE TRUNK 10 FINISH GRADE 11 %X DISTANCE FROM 0 BACK OF CURB TO CENTER OF TREE TRUNK 8' -0" MIN. ,. in _ _ % 01 LINEAR ROOT BARRIER AT PAVING, WALLS & FENCES SCALE: NTS XLD— PLNT— MISC— Linear_Root_Barrier_at_Paving ,( RAINVILLE ►BYE LANDSCAPE ARCHITECTS 100 W. MAIN STREET, SUITE 12, TUSTIN, CA 92780 TEL.: (714) 838 -7200 E —MAIL: garybye @att.net REVISIONS APPROVED DATE REFERENCES DATE BMC MARK SCALE AS BUILT DESIGNED ev :Baum BY CHECKED BY ffiNOROM O DIVISION APPROVALS CITY OF 04M TTAS PUBLIC WORKS DEPART.NIE T DRAVa NG NOe CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D #1031. 2.5° BRASS DISC STAMPED "ENC -31 LS e� ``oor� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZ.: AS SHOWN DATE: BY: /1/1 • �,__�� BY: 1GJ�G'G STORM DRAIN CURB INLET. LOCATED ON THE DATE MASIH MAHER GLENN PRUIM MANZANITA COVE PLANTING LEGENDS - NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL k&_ ELEVATION: 182.995' DATUM. NAVD88 DATE: 5�q /14 DATE: Std lL CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP A.P.N. 258 - 121 -12 & 13 18 OF 18 PREPARED: 1011212015 REVISED: 02 MARCH, 2016 STANDARD 24" BOX L 50' HIGH X 40' WIDE MULTI TRUNK 24" BOX M 70' HIGH X 40' Ni1DE STANDARD 36" BOX L 60' HIGH X 50' WIDE RHA RHAPHIOLEPIS 'MAJESTIC STANDARD MB BEAUTY NCN 15 GAL M 20' HIGH X 10' WIDE � ©�o� NATURAL ru SAL BRANCHED; GOO SALIX GOODDINGII GOODDING'S WILLOW 15 GAL H 25' HIGH X 25' WIDE LEGEND O1 PLANTING AREA �2 24" ROOT NDS ROOT CONTROL BARRIER — CONTINUOUS AROUND PLANTER. O CONCRETE CURB OR EDGE OF PAVING 8' -0" MIN. O VEHICULAR PAVING (BY O WALL OR FENCE (WHERE OTHERS) OCCURS) O COMPACTED SUB —GRADE O8 ROOT BALL COMPACTED BACKFILL Q TREE TRUNK 10 FINISH GRADE 11 %X DISTANCE FROM 0 BACK OF CURB TO CENTER OF TREE TRUNK 8' -0" MIN. ,. in _ _ % 01 LINEAR ROOT BARRIER AT PAVING, WALLS & FENCES SCALE: NTS XLD— PLNT— MISC— Linear_Root_Barrier_at_Paving ,( RAINVILLE ►BYE LANDSCAPE ARCHITECTS 100 W. MAIN STREET, SUITE 12, TUSTIN, CA 92780 TEL.: (714) 838 -7200 E —MAIL: garybye @att.net REVISIONS APPROVED DATE REFERENCES DATE BMC MARK SCALE AS BUILT DESIGNED ev :Baum BY CHECKED BY ffiNOROM O DIVISION APPROVALS CITY OF 04M TTAS PUBLIC WORKS DEPART.NIE T DRAVa NG NOe CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D #1031. 2.5° BRASS DISC STAMPED "ENC -31 LS e� ``oor� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZ.: AS SHOWN DATE: BY: /1/1 • �,__�� BY: 1GJ�G'G STORM DRAIN CURB INLET. LOCATED ON THE DATE MASIH MAHER GLENN PRUIM MANZANITA COVE PLANTING LEGENDS - NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL k&_ ELEVATION: 182.995' DATUM. NAVD88 DATE: 5�q /14 DATE: Std lL CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP A.P.N. 258 - 121 -12 & 13 18 OF 18 PREPARED: 1011212015 REVISED: 02 MARCH, 2016 8' -0" MIN. O VEHICULAR PAVING (BY O WALL OR FENCE (WHERE OTHERS) OCCURS) O COMPACTED SUB —GRADE O8 ROOT BALL COMPACTED BACKFILL Q TREE TRUNK 10 FINISH GRADE 11 %X DISTANCE FROM 0 BACK OF CURB TO CENTER OF TREE TRUNK 8' -0" MIN. ,. in _ _ % 01 LINEAR ROOT BARRIER AT PAVING, WALLS & FENCES SCALE: NTS XLD— PLNT— MISC— Linear_Root_Barrier_at_Paving ,( RAINVILLE ►BYE LANDSCAPE ARCHITECTS 100 W. MAIN STREET, SUITE 12, TUSTIN, CA 92780 TEL.: (714) 838 -7200 E —MAIL: garybye @att.net REVISIONS APPROVED DATE REFERENCES DATE BMC MARK SCALE AS BUILT DESIGNED ev :Baum BY CHECKED BY ffiNOROM O DIVISION APPROVALS CITY OF 04M TTAS PUBLIC WORKS DEPART.NIE T DRAVa NG NOe CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D #1031. 2.5° BRASS DISC STAMPED "ENC -31 LS e� ``oor� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZ.: AS SHOWN DATE: BY: /1/1 • �,__�� BY: 1GJ�G'G STORM DRAIN CURB INLET. LOCATED ON THE DATE MASIH MAHER GLENN PRUIM MANZANITA COVE PLANTING LEGENDS - NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL k&_ ELEVATION: 182.995' DATUM. NAVD88 DATE: 5�q /14 DATE: Std lL CASE NO: 15 -008 TMDB /MUP /DR /EIA /CDP A.P.N. 258 - 121 -12 & 13 18 OF 18 PREPARED: 1011212015 REVISED: 02 MARCH, 2016