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2015-12365 G (Plans)
RIGHT OF WAY NOTE OWNER IS 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 WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OVER TO KNOW WHERE HIS /HER 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. UTILITY NOTE ALL UTILITIES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCRON, THE DESIGN CONSTRUCTION STANDARDS OF 7HE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 7HE SOILS REPORT 777LED "REPORT OF PRELIMINARY GE07ECHNICAL INVESTIGATION 6 -LOTS SUBDIVISION, 1401 WINDSOR ROAD CARDIFF BY THE SEA, CALIFORNIA" DATED FEBRUARY 13, 2014, AND A UPFA7ED SOILS REPORT 777LED "SUPPLEMENTAL 0 07ECHNICAL INVESTIGATION WINDSD% ESTATES, WINDSOR ROAD, CARDIFF BY 771E SEA, CALIFORNIA" DATED JULY 9, 2015, B07H PREPARED BY CHRISTIAN WHEELER ENGINEERING, SHALL BE CONSIDERED AS A PART OF' 771IS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPE�LIRCA77ONS CONTAINED IN SAID REPORT. J. SEPARA TE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WITTEN PERMISSION SHALL BE OBTAIALED FOR ANY OFFS17E GRADING. 5. CONTRACTOR SHALL TAKE ANY NFCLSSAPY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES DURING GRADING OPERATIONS ANY7H';VG DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO PAKNG 6. THE DEVELOPER SHALL BE RESPONSIBLE 771A ANY MONUMENT 'IR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REG�, ;RED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR-CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 8. GRADING AND EQUIPMENT 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- CONS7RUC77ON MEETING HAS BEEN HELD ONS17F NTH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. 7HE PRE- CONS7RUCT0N MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUC770N SIZE WITHIN THIS PROJECT 771E 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 7HE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 770N. 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 CER77RCA7I0N" SHALL BE PROVIDED STATING. • "THE GRADING UNDER PERMIT N0. 12365 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR A- SOON ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL WHO ENGINEER W CER77FIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIET) 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 7ES7S WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH 77ME 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 THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN S7RICT ACCORDANCE IN 7H 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 7REES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SI7F BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT N7H THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. 7REES LOCATED WITHIN CITY STREET RIGHT-OF-HAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY 7REES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALL Y APPROVED 07HERNSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY 7REE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PR0dEC770N ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PR07ECIED 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. CHANGE NO. I DESCRIPTION I APPROVED I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM FERMANIAN AT 858 -245 -8864, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILI TA7E RAPID CONS 7RUC71ON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEWCES 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. 771E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER 7HE APPROVED GRADING PLAN SHALL BE INCORPORA7ED HEREON. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 7HE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES 1. FOR STORM WATER POLLUTON 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 771E CITY. J. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR 7HE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPAMP. 6. ALL S TORY WATER IMP/BMP FACILI TIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON 7HIS PLAN MAY REQUIRE THAT 771IS PLAN BE REVSED OR THAT A SEPARA7E ENGINEERING PERMIT BE OBTAINED. 8. ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS. THE 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 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 W47ER THROUGH THE )RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FIL7ERED THROUGH A CITY - APPROVED HYDROCARBON FLIER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NO7ES.• 1. WATER MAINS, LA7ERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS77TU7E 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 7HIS PROJECT. J. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., 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. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXIS77NG W47ER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WAFER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEN Y5 AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STAFF LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED N7H CATHODIC PRO 7EC77ON IN ACCORDANCE WITH WC -17 OR WC 18, HMP EXEMPTION N07E THIS PROJECT MUST BEGIN CONSTRUCTION PRIOR TO DECEMBER 24, 2015 FOR 7HE PROPOSED BMP DESIGN TO BE VALID. THIS PLAN SHALL BE EXPIRED IF WORK HAS NOT STARTED BY DECEMBER 24, 2015. BENCHMARK 77ON u I.YiGi 77ON 292.09 DATUM NA VD 88 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSNUCRON ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION S17E ACCESS A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGA7ED STEEL PANELS11PLA7ES CONSTRUCRON VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MA 7S, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVA770N AND GRADING AC711477ES ARE ALLOWED DURING NET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION S 17E CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES 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 PLAN77NG FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND 7HE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC71077ES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ONS17E CONSTRUCRON 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. ELIMINA7E OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT ON -S17E. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWA7ER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A 7EMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 77MES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH 771E CITY OF ENCINITAS STORMWA7ER 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 STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWAMR. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES 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 WI7H ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07ZJNE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE 7R45H CANS AND RECYCLING RECEPTACLES AROUND THE S17E PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN 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 IRAVEI_ED AWAY FROM CONSTRUCTION S17E FOR MORE INFORMATION ON STORMWA TER POLLU770N CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 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 VERIRCA77ON AND LOCATION OF U77LI77ES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CARDIFF SANITA7701V DISTRICT (760) 633 -2770 B. GAS & ELECTRIC - SDGE (760) 438 -6200 C. WATER - SAN DIEGUITO HA TER DISTRICT (760) 753 -6466 D. TELEPHONE - SBC BELL (760)- 489 -3411 E. CABLE N - COX COMMUNICATIONS (760) 806 - 9809 X -2233 2. CON7RACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE • (760)- 633 -2770 J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL SCALE I A S - OUIL j HOR17ONTAL: NONE VERTICAL: NONE RANDY t43, CROWN DATE OWNER WINDSOR ROAD LLC 15557 VIA LA VENTANA SAN DIEGO, CA. 92131 858 / 220 -6241 S17E ADDRESS 1401 WINDSOR ROAD CARDIFF BY THE SEA, CAUFORNIA 92007 APN : 260- 192 -19 & 20 LEGAL DESCRIPTION THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UN17ED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881 01WER'S CERRRCAIE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE. P J �' DATE.• CHRIS FERMANIAN FOR WINDSOR ROAD LLC NMPERWOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 31,376 SQ FT IMPERVIOUS AREA AFTER CONSTRUCTION. • 16,052 SO FT DECREASE IN IMPERVIOUS AREA: 15,324 SO FT EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ONSIIF = H : 13' V 8.2' MAXIMUM VERTICAL DEPTH OF CUT = 6.5' MAXIMUM VER77CAL DEPTH OF FILL = 1.9' CUT = 1,400 C. Y. FILL = 600 C. Y. EXPORT = 800 C. Y. REMEDIAL GRADING = 6,580 CY SOILS ENGINEER'S CERTIFICATE I, DANIEL B. ADLER, 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 S7UDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS S17F WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 25, 2014. ONE COMPLETE COPY OF 7HE SOILS REPORT COMPILED FROM IRIS STUDY EN777LED REPORT OF PRELIMINARY GE07ECHNICAL INVESTIGATION 6 -LOT SUBDIVISION, 1401 WINDSOR ROAD, CARDIFF BY THE SEA, CALIFORNIA ', AND AN UPDATED REPORT EN777LED "SUPPLEMENTAL GEOTHECHNICAL INVESTIGATION WINDSOR ESTATES WINDSOR ROAD, CARDIFF BY THE SEA, CALIFORNIA DATED JULY 9, 2015, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 7HIS PROJECT HAVE BEEN INCORPORA7ED IN THE G IN LANS A SPECIFICATIONS r i SIGNED: DATE 1 L DANIEL B. A LER RCE NO.: 36037 EXP. DATE.- 6 -30 -16 JOB * CWE 2140043.O1R ® C 3 COMPANY CHRISTIAN WHEELER ENGINEERING ADDRESS 3980 HOME AVENUE SAN DIEGO, CA. 92105 `' clvv& �? PHONE 619- 550 -1700 or�p! / 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 ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY 7HE ENGINEER IS NOT A DETERMINA77ON BY THE CITY OF ENCINITAS OF THE 7ECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR 7HE 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 AC77NO WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE.• .� �c�' DAIS• LEGEND STANDARDIN07ES SYMBOL PROPERTY BOUNDARY STANDARD - - RIGHT OF WAY (7 g RAW EXIS77NG CONTOUR PROPOSED CONTOUR 176 EXISTING ELEVATION COMPANY SOWARDS AND BROWN ENGINEERING, INC. NEW ELEVATON 11 GRAVEL /LANDSCAPE SWALE (DETAIL 'C' OR 'G', SHT 2) BMP PROJECT STATUS PAD ELEVATION w w 267. B FINISH FLOOR FF. 268.5 PERVIOUS PAVERS RCE EXPIRES 6 -30 -16 DAYLIGHT LINE - DIRECTION OF FLOW 6" PVC STORM DRAIN PIPE 12" SQUARE DRAIN INLET (BY 'NDS) 8" ATRIUM GRATE (BY 'NDS) STORM WATER TREATMENT (DETAIL D & E, SHT 2) D.G. PATHWAY NEW WATER SERVICE W O NEW SEWER LATERAL s V BIO RETENTION AREA BROW DITCH (D -75, TYPE B) PCC DRIVEWAY (G- 14A) KEYSTONE RETAINING WALL PER SHEET 6 & 7 OWNER'S STATEMENT FOR SWPPP PROJECT DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDERS, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM 6A7ER RUNOFF ASSOCIATED WITH CONSTRUCTION ACT714TY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACRV/TIES AND A COMPLETE AND ACCURATE N077CE OF INTENT (NOl) SHALL BE FIELD WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FIELD WITH THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FIELD WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADD/770N, THE UNDERSIGNED AND SUBSEQUENT OWNER OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN No. 12365 -G AND BY SWRCB No. NO ANY SUBSEQUENT AMENDMENTS THERETO SHALL dS2p4.OA1• �c.)CJ4 Q COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SHRCB No. 7.OVi-OO�t•AW� WOID j 9 370374199 SIGNATURE DATE cit WINDSOR ROAD LLU �oQROFESS /ONgI co QZ- R . w No. 36190 m Exp. 6/30/16 J�9T CIV�\- F OF CA \F In KANUIT R. PKUNN VICINITY STANDARD MAP (7 g Z COMPANY SOWARDS AND BROWN ENGINEERING, INC. N.T.S. m ADDRESS 2187 NEWCASTLE AVENUE STE. 103 CARDIFF BY THE SEA, CA. 92007 BMP PROJECT STATUS w w PHONE NUMBER 760- 436 -8500 x Z LL RCE EXPIRES 6 -30 -16 - DISTURBED AREA AREA = 1.1 AC FIELD OPERAXONS I PLANNING AND BUILDING PLANS PREPARED UNDER SUPERVI ION OF DATE: w R.C.E. NO.: 36190 r 6 RANDY N. BROWN EXP.: 6 -30-16 IQ ENZINEERING DIVISION APPROVALS RECOMMENDEp:s APPF3� 71AG1aa:l PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 10130/i,S _ ///V%S- DATE DATE e OZ J W O wrl N Q Zr Um ewi O Z�, W J cn °N0 s AT N DATE OIGN DATE z a CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. c x a GRADING PLANS FOR: z o WINDSOR ROAD 1365 -G w w w APN : 260- 192 -19 Q 20 coo W Q d 14 -047 TM /CDP SHEET 1 OF 8 JOB No. 15 -009 REV DATE 10 -2 -15 0 STANDARD W 0 =p �N N SDWD W15 -060 m w wzu wZU W Z >Q PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 10130/i,S _ ///V%S- DATE DATE e OZ J W O wrl N Q Zr Um ewi O Z�, W J cn °N0 s AT N DATE OIGN DATE z a CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. c x a GRADING PLANS FOR: z o WINDSOR ROAD 1365 -G w w w APN : 260- 192 -19 Q 20 coo W Q d 14 -047 TM /CDP SHEET 1 OF 8 JOB No. 15 -009 REV DATE 10 -2 -15 0 ti i EXIST PCC SIDEWA EXIST FIRE HYD EXIST. 30' SIDE LOT LINE TYPICAL LOCA77ON OF 58' 18.5't I z J:1 wa I VARIES RIES LLZZZZZ oZ7_77_TJJ�LLZZZ7_ 0 00 0 000 0 ---------------- PROTECT EXIST AC PAVEMENT & BASE TO REMAIN WINDSOR ROAD (PUBLIC) - TYPICAL SECTION 28' FOR REFERENCE ONLY - SEE IMPROVEMENT PLAN No. 12365 -I 2' L w PAD ELEV. PER PLAN -- --- - - - - -- 40p \I -7 PAD ELEV PER PLAN � \ \l EARTH BERM TO BE CONSTRUCTED AT TOP OF SLOPES (TYP) TYPICAL EARTH BERM SECTION KEYSTONE RET. WALL. SEE SHEETS 6 & 7 PAD ELEV PER PLAN N \ /I \ \ /�\ \�� \�� /�/ J \�6" SOLID PVC PIPE (SDR 35 MIN) STORM DRAIN PIPE THRU WALL SECTION f N.T.S. WI 2' PR07ECT EXIST WOOD FENCE 2 52 m i GRAVEL / LANDSCAPED SWALE PR07ECT EXIST GRADE 20' FINISH GRADE 0.5' i GRAVEL/ LANDSCAPE SWALE TYPICAL SECTION N.T.S. PERVIOUS PAVERS BY ORCO OR ADDDl7VCn cni"VALENT SEE SEC77ON ,a "0. SCHEDULE 80 PVC CONCRETE CRADLE STORM DRAIN PIPE ° 4 14 CONT. STORM DRAIN PIPE CRADLE 10't 29 r 5' WIDE PCC SIDEWALK PER IMPROW�MENT PLAN No. 12365 -I 6" PCC CURB & GUTTER PER IMPROVEMENT PLAN No. 12365 -I W = BIO- RE7EN77ON BASIN a EXIST GRADE TO REMAIN = i�l�n n(1 NXA Yb � WI z�J MASONRY RETAINING WALL- PR07ECT EXIST GRADE MASONRY RETAINING WALL - 24" ENGINEERED SOIL LA YD 12" - 314" CRUSHED ROCK MASONRY RETAINING WALL DRAINAGE EASEMENT OVER LOT 6 PER FINAL MAP BIORETEN77ON AREA VARIES MODIFIED 6" PCC CURB 2 PER DETAIL 'C' & 'D, SHEET 7 U IMPERMEABLE LINER PER SOILS ENGINEER WHERE OCCURS OVERFLOW RISER. 12" SO PCC BOX WITH PLAS77C GRATE OR APPROVED EQUAL DEEP ROOTED, DENSE, DROUGHT TOLERANT PLAN77NG SUITABLE FOR WELL DRAINED SOIL 2" HARDWOOD MULCH IMPERMEABLE LINER PER SOILS ENGINEER ENGINEERED SOIL LAYER 2" 3/8" GRAVEL �� a N 314" CRUSHED ROCK LAYER Et 4" PVC PERFORATED PIPE. PLACE PIPE) �� 7171' UA(Q j4&t WITH PERFORA77ONS AT THE INVERT 6" PVC (SDRSD 35 MIN) IMPERMEABLE LINER PER SOILS E NEER Q N.T.S. c Q2 Lot / tG 2,5 PS 259? v In" lot 2 �Ica: t'S 262 o� OVERFLOW RISER. 12" S PCC BOX PLAS77C SLOPE PER PLAN ®2 WALL P s� 0 U 4" THICK MIN :1 MAX o� a o L o� PER PAVERS BY ORCO OR N a w 4 Yn � a gPQFESS /p�q O�0 �F� ° 2 `" W °o J CIO R. 8,9 THE 77ME OF CONSTRUCTON BIORE7EN77ON BASIN `� N N W ° ¢' W i DIA ATRIUM GRATE BY MASONRY RET W L PER ° NSD' OR APPROVED EQUAL N � SHEET 6 7HRU W Lu z c TYPE 'B' PCC BROW DITCH PER -- 6" PVC ST M DRAIN P SDRSD D -75 N \ /I \ \ /�\ \�� \�� /�/ J \�6" SOLID PVC PIPE (SDR 35 MIN) STORM DRAIN PIPE THRU WALL SECTION f N.T.S. WI 2' PR07ECT EXIST WOOD FENCE 2 52 m i GRAVEL / LANDSCAPED SWALE PR07ECT EXIST GRADE 20' FINISH GRADE 0.5' i GRAVEL/ LANDSCAPE SWALE TYPICAL SECTION N.T.S. PERVIOUS PAVERS BY ORCO OR ADDDl7VCn cni"VALENT SEE SEC77ON ,a "0. SCHEDULE 80 PVC CONCRETE CRADLE STORM DRAIN PIPE ° 4 14 CONT. STORM DRAIN PIPE CRADLE 10't 29 r 5' WIDE PCC SIDEWALK PER IMPROW�MENT PLAN No. 12365 -I 6" PCC CURB & GUTTER PER IMPROVEMENT PLAN No. 12365 -I W = BIO- RE7EN77ON BASIN a EXIST GRADE TO REMAIN = i�l�n n(1 NXA Yb � WI z�J MASONRY RETAINING WALL- PR07ECT EXIST GRADE MASONRY RETAINING WALL - 24" ENGINEERED SOIL LA YD 12" - 314" CRUSHED ROCK MASONRY RETAINING WALL DRAINAGE EASEMENT OVER LOT 6 PER FINAL MAP BIORETEN77ON AREA VARIES MODIFIED 6" PCC CURB 2 PER DETAIL 'C' & 'D, SHEET 7 U IMPERMEABLE LINER PER SOILS ENGINEER WHERE OCCURS OVERFLOW RISER. 12" SO PCC BOX WITH PLAS77C GRATE OR APPROVED EQUAL DEEP ROOTED, DENSE, DROUGHT TOLERANT PLAN77NG SUITABLE FOR WELL DRAINED SOIL 2" HARDWOOD MULCH IMPERMEABLE LINER PER SOILS ENGINEER ENGINEERED SOIL LAYER 2" 3/8" GRAVEL �� a N 314" CRUSHED ROCK LAYER Et 4" PVC PERFORATED PIPE. PLACE PIPE) �� 7171' UA(Q j4&t WITH PERFORA77ONS AT THE INVERT 6" PVC (SDRSD 35 MIN) IMPERMEABLE LINER PER SOILS E NEER g: P 1. BIORE7ENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24 DEEP SANDY LOAM' SOIL MIX WITH NO MORE 7HAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, & 20 -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, & ALSO FREE OF NOXIOUS WEEDS 2. BIORETEN770N BASIN SHALL NOT BE MODIFIED WITHOUT APROVAL FROM CITY OF ENCINITAS ENGINEERING DIVISION. TYPICAL BIORETENTION BASIN SECTION BMP TREATMENT (LOTS 1 & 2) MASONRY RET WALL PER SHEET 6 THRU 7 MASONR Q e c a Lot / tG 2,5 PS 259? /8" In" lot 2 7G 262 53 t'S 262 3 OVERFLOW RISER. 12" S PCC BOX PLAS77C g: P 1. BIORE7ENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24 DEEP SANDY LOAM' SOIL MIX WITH NO MORE 7HAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, & 20 -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, & ALSO FREE OF NOXIOUS WEEDS 2. BIORETEN770N BASIN SHALL NOT BE MODIFIED WITHOUT APROVAL FROM CITY OF ENCINITAS ENGINEERING DIVISION. TYPICAL BIORETENTION BASIN SECTION BMP TREATMENT (LOTS 1 & 2) MASONRY RET WALL PER SHEET 6 THRU 7 MASONR RET WALL PltR SHEET 6 7 Q� O diJ WALL IGHTS PER AN N h MASONRY E7 Za 3 OVERFLOW RISER. 12" S PCC BOX PLAS77C a WALL P s� 0 U 4" THICK MIN GRATE OR APPROVED QUAL , a o L Wo Lu PER PAVERS BY ORCO OR N a DG PATHWAY 4 Yn � a gPQFESS /p�q O�0 �F� ° 2 `" W °o J CIO R. 8,9 THE 77ME OF CONSTRUCTON BIORE7EN77ON BASIN `� N N W ° ¢' W `D MASONRY RET W L PER n' `°`� SHEET 6 7HRU W Lu z c 2P m 6" PVC ST M DRAIN P E =264.0 2" ti 314" \ SOLID W Lt 0 3.88 / /�� /� i 6" 6" PVC 0 249 ELEV - 627 v /f // / /� / /� /i / /� /i // I 12 "x12" CRUSHED ROCK 4" ENGINEERED SOIL LAYER 12" - 314" CRUSHED ROCK IMPERMEABLE LINER PER SOILS ENGINEER 4" PVC PERFORATED PIPE IMPERMEABLE LINER PER SOILS ENGINEER STORM DRAIN PIPE THRU WALL SECTION VEHICULAR TRAFFIC AREAS ONLY N.T.S. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK I Ll S c3CJlLi !n -15-17 DESCRIPTION CITY OF ENCINITAS IZI-4 1 =- I I OCA77ON IN A CONC. DRAINA6 292.09 DATUM 77ON SCALE HORIZONTAL: NONE VERTICAL: NONE 6y PUBLIC EASEMENT FOR PRIVATE STREET PER FINAL MAP _ PUBLIC WATER EASEMENT TO SAN DIEGUITO WATER DISTRICT PER FINAL MAP ^PRIVATE w I . 12' Y. 12' 29 2 J w U PERVIOUS PAVERS BY ORCO OR APPROVED EQUIVALENT.J// SEE SEC77ON L, SHEET 3 FOR CROSS SECTION GEOGRID FABRIC BY 7RIAX130S GEOGRID ORZ APPROVED EQUAL AS PER SOILS ENGINEER (NOT IMPERMEABLE) MASONRY RETAINING WALL PER SHEET 6 & 7 PRIVATE STREET - TYPICAL SECTION (PRIVATE) N.T.S. SO PC BOX WITH GRATE OR APPROVE EQU SONRY RET AL PER SHEET & 7 RET ALL PER S ET 6 & 7. ALL CN OVERFLOW RISER. 12" EIGHTS PE PLAN �J 4 Q� O diJ N S77C N N h MASONRY E7 Za 3 WALL P s� z SHE 6 &7 , a o L Wo Lu PER PAVERS BY ORCO OR a W W 4 V =261.7 J 9.5' MAX -' z WIDE 10 D. G THWAY 4" THI W MODIFIED 6" PCC CK MIN STABILIZED DG DEEPENED CURB. 2 I W19TER METER (TYP) SEE SECTION V, - w 2% THIS SHEET m a uAV I w y `2 7x6" REDWOOD HEADER NOTES. 1. BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX W`7H NO MORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, & 20 -309 TOPSOIL, FREE OF STONES, STUMPS. ROOTS, OR SIMILAR OBJECTS, ALSO FREE OF NOXIOUS WEEDS 2. PAVERS SHALL NOT BE SEALED AS THIS MAY CAUSE VOID FILLER TO BECOME IMPERVIOUS ELEV X262.7 E =264.0 MASONRY RET WALL PER SHEET 6 & 7 TO DAYLIGHT' LJ � ENJ 24° ENGINEERED SOIL LAYER 12" N 314" CRUSHED ROCK DUAL 6" PVC SOLID WALL IMPERMEABLE LINER PER SOILS ENGINEER PIPE (SDR 35 MIN) ®19 MIN 72" 3/4" CRUSHED ROCK 4" PVC PERFORATED PIPE OVERFLOW RISER. 12" SO PCC BOX WITH PLASTIC IMP MEABLE LINER PER SOILS E GINEER 6" PVC STORM DRAIN PIPE GRATE OR APPROVED EQUAL D g (SOLID WALL) @ 3.889 IMPERMEABLE LINER PER 1-1 18 ,nppil =9 `FC7191"' 1971' '7171 ENGIN EE RED SOILS ENGINEER NOTE. SOIL LAYER c& Ne eR�4�EL 07%EFI 'L 3fA "RdC1i 4" PVC PERFORATED PIPE 1. SPECIAL INS E 77 OF "ALL 7RU 77ON BIORE" 77 BASINS BY 774E ENGINEER OF RECORD OR ANOTHER LICENSED ENGINEER REQUIRED AT 7HE FOLLOWING STAGES. PROGRESS PICTURES OF BIORE7ENT7ON BASIN CONS7RUC770N SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES, 1. BASIN EXCAVA77ON 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HVMP ORIFICE, ETC. J. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5 FINAL BASIN GRADING TYPICAL BIORETENTION BASIN SECTION r 6. FINAL COMPLETED BASIN WI7H VEGETATION ESTABLISHED BMP TREATMENT N.T.S. C N07E OFF S7E GRADING AND CONSTRUCTON OF MASONRY RETAINING RETAINING WALL. SEE LETTER OF PERMISSION FOR OFF -SITE GRADING AND CONSTRUCTION OF MASONRY RETAINING 2.0' +/- 3.8' Ali WALL BY ENCINITAS LODGE BUILDING GROUP Pv� DATED SEP7EMBER 15, 2015. -.- +/- 1.9' MASONRY RETAINING WALL L6 N PER SHEET 6 & 7 _�- PROTECT EXIST BUILDING IoW... N N ( �crirzi X10'" PVC ® 19 12 °x12" CRUSHED ROCK MASONRY RET WALL PER SHEET 6 THRU 7 BOTTOM OF WALL BW ELEV PER PLAN D o 0 0 � 0 0 STORM DRAIN PIPE THRU WALL / TYPICAL WALL SECTION N.T.S. 'jj N.T.S. 'sL"y Ystt oHowN r o I � I � I I I BIOREIEN77ON AREA _ TEMPORARY SLOPE \ \ \ j VARIES PROTECT EXIST SEWER LA7ERAL. CONTRACTOR TO LOCATE PRIOR TO \ \�v CONSTRUCTION. (IE 262.3 24" ENGINEERED SOIL LAYER + / -)� \\ 1 � �J 4 Q� diJ C7 U� Za W4W. Wa s� z , a o L Wo Lu PER PAVERS BY ORCO OR a W W 4 APPROVED EQUIVALENT SEE gPQFESS /p�q O�0 �F� APPROVED BY SOILS ENGINEER AT `" SEC 77ON `L, THIS SHEET °o w Q R. 8,9 THE 77ME OF CONSTRUCTON BIORE7EN77ON BASIN `� N N W N07E OFF S7E GRADING AND CONSTRUCTON OF MASONRY RETAINING RETAINING WALL. SEE LETTER OF PERMISSION FOR OFF -SITE GRADING AND CONSTRUCTION OF MASONRY RETAINING 2.0' +/- 3.8' Ali WALL BY ENCINITAS LODGE BUILDING GROUP Pv� DATED SEP7EMBER 15, 2015. -.- +/- 1.9' MASONRY RETAINING WALL L6 N PER SHEET 6 & 7 _�- PROTECT EXIST BUILDING IoW... N N ( �crirzi X10'" PVC ® 19 12 °x12" CRUSHED ROCK MASONRY RET WALL PER SHEET 6 THRU 7 BOTTOM OF WALL BW ELEV PER PLAN D o 0 0 � 0 0 STORM DRAIN PIPE THRU WALL / TYPICAL WALL SECTION N.T.S. 'jj N.T.S. 'sL"y Ystt oHowN r o I � I � I I I BIOREIEN77ON AREA _ TEMPORARY SLOPE \ \ \ j VARIES PROTECT EXIST SEWER LA7ERAL. CONTRACTOR TO LOCATE PRIOR TO \ \�v CONSTRUCTION. (IE 262.3 24" ENGINEERED SOIL LAYER + / -)� \\ 1 ULoJuINEU o,: vnLVVIN or. nc ncu or: ENGINEERING DIVISION APPROVALS RGP RGP r CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. o x Q PLANS PREPARED UNDER SUPERVISION OF RECOMMEN -D: APP OV GRADING PLANS FOR: z o DATE: t5 WINDSOR ESTATES DEVELOPMENT 12365 —G W co W R.C.E. NO.: 36190 MASH MAHER GLENN PRUIM G o z0 APN : 260- 192 -19 Q 20 lol3o /IS �YZ2 //S WQ0- 04 7L& RANDY R. BROWN EXP. : 6 -30-16 DATE DATE TM 14 -047 SHEET 2 OF 8 JOB No. 15 -009 REV DATE 10 -2 -15 � \ C7 4' HIGH MAX. TEMPORARY VER77CAL \ z CUT PER SOILS REPORT UNLESS w gPQFESS /p�q O�0 �F� APPROVED BY SOILS ENGINEER AT w Q R. 8,9 THE 77ME OF CONSTRUCTON Co W c 2P m 2" ti 314" No. v CRUSHED ROCK z Exp. 613011/30/1 6 * (V a F o Jp CIV1 \P I m �o qTF OF CAU�F a °� wzo z> Q IMPERMEABLE LINER PER p w z o /�� ----- - - - - -- SOILS ENGINEER TEMPORARY SLOPE @ N LY PROPERTY LINE 0 Dz c omQ P (n o o I- N.T.S. z ILr ULoJuINEU o,: vnLVVIN or. nc ncu or: ENGINEERING DIVISION APPROVALS RGP RGP r CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. o x Q PLANS PREPARED UNDER SUPERVISION OF RECOMMEN -D: APP OV GRADING PLANS FOR: z o DATE: t5 WINDSOR ESTATES DEVELOPMENT 12365 —G W co W R.C.E. NO.: 36190 MASH MAHER GLENN PRUIM G o z0 APN : 260- 192 -19 Q 20 lol3o /IS �YZ2 //S WQ0- 04 7L& RANDY R. BROWN EXP. : 6 -30-16 DATE DATE TM 14 -047 SHEET 2 OF 8 JOB No. 15 -009 REV DATE 10 -2 -15 LOT No. (SF) GROSS AREA (SF) NET AREA i 7,952 7 952 2 6,402 6,402 3 6,577 6 577 - 4 6,801 6,801 5 6 832 6,8J2 6 7,837 7,837 CONS7RUC77ON NOTES : KEY DATA TABLE 0 1. PRIOR TO CONS7RUC77ON, 774E CONTRACTOR SHALL OBTAIN AN ENCROACHMENT ANN: 260-19-2-28 PERMIT FOR ALL WORK TO BE PERFORMED IN 774E PUBLIC RIGHT OF WAY OF No DESCRIPTION J J WINDSOR ROAD DEMOLISH EXIS77NG BUILDING SIGN 2 BOTTOM WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONS7RUC77ON DUE 2 DEMOLISH EXIS77NG AC BERM TO EXIS77NG GRADES AND SOIL ENGINEER RECOMMENDA77ONS. SOIL ENGINEER OR 3 DEMOLISH EXIS77NG AC PAVEMENT & BASE t 1 ti1po 0 N8844'17 "W m STRUCTURAL ENGINEER SHALL DETERMINE FINAL WALL F0077NG DEPTHS 4 DEMOLISH EXIS77NG BUILDING I ( 118.81' 3 N 5" PC R 6" SA _ o OLISH EXISTING CONCRETE PAVEMENT W117IIN DEVELOPMENT AREA OFF -S7F GRADING AND CONSTRUCTION Of ` `' C N PCC DRIVEWAYS &PATIOS SHALL NOT BE LESS 774A C THICK OVE N 5 DEM MASONRY RETAINING WALL. SEE LETTER OF " "m /q °n N BASE OVER RECOMPACTED NA TINE SUBGRADE SOIL, REINFORCED IN 80TH RE 710 6 REMOVE EXISTING TREES PERMISSION FOR OFF -SITE GRADING AND - - - 27p ¢ °' WI774 #3 BAR SPACED 24" 0/C IN BOTH DIRECTIONS, UNLESS DEIERMINEDDI 7 DEMOLISH EXIS77NG CHAIN LINK FENCE I I CONSTRUCTION OF MASONRY RETAINING 3 - = 266.4 _ �, ���� FL 269.5 1 �I o OTHERWISE BY SOILS ENGINEER. PCC JOINTS PER SOIL ENGINEER. 8 DEMOLISH +� 66 LF EXIS77NG MASONRY RET. WALL -` 266.8 H.P. _ w WALL BY ENCINITAS LODGE BUILDING GROUP I 267.5'' 4. ALL ON -SITE DRAINAGE SWALES & BMP AREAS ARE PRIVATE & SHALL BE 9 DEMOLISH +� 3.5 LF EXIS77NG MASONRY RET. WALL DATED SEPTEMBER 15, 2015. 1I t, t / - 1 I 2 275.6) ,j U MAINTAINED BY THE PROPERTY OWNERS 10 PR07ECT EXISTING WOOD FENCE IN-PLACE V - - - IN-PLACE 15 48 - -��° ,? 26 .98 LOT B lE 261.80 - 5. SEE SHEET 8 FOR TEMPORARY EROSION CONTROL MEASURES & CONSTRUC770N BEST 11 PROTECT EXISTING MASONRY RETNWALL IN P 60 ^ 14 x o 10 / MANAGEMENT PRAC77CES 12 PROTECT EXIS77NG STORAGE BIN IN PLACE °' 1 t ^ o ^ 12 AW SYSB A I PLANE s- �6� , I ° 6. A PRELIMINARY 777LE REPORT PREPARED BY FIRST AMERICAN 777LE COMPANY AS 13 PROTECT EXIS77NG SEWER CLEANOUT & LATERAL IN -PLACE 30' -- �-• - =� 30' N 47 N co 03 ,E �l_ ,•✓ " J3 H.P. III 0 o N N N N 13 co' 268.2 0 � I ORDER No. D7R- 4404210 (50) DATED 8 -13 -2013 WAS PROVIDED BY 774E OWNER & 14 EXIS77NG BUILDING TO REMAIN x `� Ee Z cz cD c� .t N' h fG2G5t /� /f2Gd 98 36 , o o N o� o� ( ° REVIEWED FOR ON -SITE EASEMENTS. SAID EASEMENTS HAVE BEEN PLOTTED HEREON. 15 PROTECT EXIS77NG AC PAVEMENT & BASE `�" �' �' " N 7 II i 7. FOR STORMWAIER POLLU77ON CONTROL PURPOSES, ALL RUNOFF FROM ROOF DRAINS 16 PROTECT EXIS77NG HIGH VOLTAGE POWER POLE oo�hN o onv of 2 g 265. I NN Nh Choi h of K� OaON `h /5 ' NN N N �`°� n�n;N o o 6.9 y II 3 N N "� 3 N N h n N N N co 1L ��, / I - SHALL DISCHARGE ONTO GRASS & LANDSCAPE AREAS & B /ORE1EN770N AREA PRIOR 17 REMOVE EXIS77NG WATER METER &RELOCATE EXIST WATER TEST STATION PER WM -01, ai �-• •� Q1 �, W ' , I 258 �5 h i- m °� a `�' m m "� N ' W `� 3 ld ? _ /�2 ✓ s� o. 25' ° TO COLLECTION AND DISCHARGE ON THE STREET AND /OR PUBLIC STORM DRAIN WW-02. CONTRACTOR TO COORDINATE WITH SDWD PRIOR TO CONSTRUCTION. Ql 1 Og cu', m °� , + �h �� RYSB SYSTEM. GRASS & LANDSCAPE ARE DESIGNATED FOR STORMWA7ER POLLU77ON 1$ B1ORE7EN7TON BASIN AREA RESERVED FOR LOT 1. SEE SECT70N D, SHEET 2. 17 31 - (259, _. - - -r� 269.0 210.0 L f REQUIRED AREA =146 SF N - 8 SDWD TOR CONTRACT 0 COORDINATE � 26 (258.5) � � -� " "" AGAINST FOUNDATIONS &SHALL DRAIN AWAY FROM OW PREVEN OR E WITH ��� 1 • . -; II 8 2 5 8} STRUCTURES @ 29 MINA PRIORI O C01 NS7RUCT7ON L L g !9 OR T FL 258.6 pp tip ?o' tip p� 19 38 �� .._,. _ /_ „ 4 LOT 5 H P 9. THE LOCA77ON & SIZES OF ALL EXIS71NG UNDERGROUND U77LI77ES SHOW HEREON �0 RELOCATE EXIS77NG WATER TEXT STATION. CONTRACTOR TO COORDINATE NTH SDWD L 1 a �,• ^� ,o ho p. �� 70.42' o \ 45 0� o� o•oo. > �1'� 2ss. ,.Arj \l; 260 �L 258:65 "1 p� �x PLAN B-I HAVE BEEN OBTAINED FROM AVAILABLE RECORDS & ARE SHOWN FOR THE BENEFIT DISTRICT PRIOR TO CONSIRUC710N SEE IMPROVEMENT PLAN FOR LOCATION. 1 +00 CL PRIVATE ROAD= �p Q� ;'\`O _ B �G l �h°' fop C 2 �O 44 �0y 0 \� `t �Sg , , 267.5 OF THE CONTRACTOR. AC77JAL LOCAAONS & SIZES MUST BE VERIFIED BY THE 21 BIORETEN710N BASIN AREA FOR RESERVED FOR LOT 2. SEE SEC77ON D, SHEET 2. 5 +72.47 CL WINDSOR RD ti�O �qt1 p 0^� \ 2 F _ 7 (FG 258.71) 258.73 0 `a°j2'97 67% yN 2 O ryp N 0� \\ /� 66_8 3 CONTRACTOR PRIOR TO CONS7RUC770N. MEASURES SHALL BE PROVIDED BY THE REQUIRED AREA =109 SF - pVryh`a' h ( Xh'tiry CONTRACTOR TO PR07ECT ALL UNDERGROUND & OVERHEAD STRUC7URES WHE774ER 2 PROTECT EXIS77NG PCC CURB, GUTTER & SIDEWALK �x^*JG 6'4.00' 4794 67ryh p �� �p�� 4// �� w • , 1 ° \266.9 2 6 267.17 II I ? , r; SHOWN OR NOT ON THESE PLANS. PR07ECT EXISTING WATER MAIN ry FL 258,53 4 tip 6 /ry ,tip 1 '� X O ^^ 5 -/'% - rn - - - - } -° - -- TLZG6/f25 /g II 6g 10. SEE SHEETS 6 AND 7 FOR WALL DETAILS AND SPECIFlCA710NS 4 PROTECT EXISTING SEWER MAIN O -saoo 31 66.OII �� PROTECT EXISTING FIRE HYDRANT _ I EASEMENT NOTES : 3Q DEMOLISH EXISTING MASONRY RET WALL O \ 66 j I 65.! 26 .8 II V 6v I AO PUBLIC EASEMENT FOR PRIVATE STREETS TO CITY OF ENCINITAS PER FINAL MAP " 1 r 2�, 62.51 63 y 3 pti pp c� II \ 2s, 6 ti `_ IIr, I ti r ; 31 12 SQ PCC STORM DRAIN BOX WITH PLAS77C GRATE BY NDS' OR APPROVED EQUAL g6 2 '� \ I �: xR ��'^� I( \ \� FySg 90.6 - II rn6 I i6asq, ' ! 'f ,ifJ © PARKING EASEMENT PER FINAL MAP 3 9" DIAMETER A7RlUM GRATE BY NDS' OR APPROVED EQUIVALENT. SEE SEC77ON 'F, t0 2 5g 36 _ 264 261.69 p \p ' a` II \ a G 2G5.30 �`-- c� r 5 - - 1 C PRIVATE DRAINAGE EASEMENT PER FINAL MAP ^� 6 0?, 0 SHEET 2. R Xp b�N II ?sS6B \\ ry�'4 / 7 1E X31 265. o 2 5 8 \"� 26C• i I f� Op PEDESTRIAN ACCESS EASEMENT TO CITY OF ENCINITAS PER FINAL MAP 34 1.0' WIDE x 3.0' LONG PCC APRON °o "c 261.77 261.6 \ Ii s3 1 fl y �I�r E WATER EASEMENT TO SDWD PER FINAL MAP 3 TYPE B' PCC BROW DITCH PER SDRSD D -75 5 +21.64 EC WINDSOR 2 n ro ; ? 1 ',. pT II 267071 II O ®G G> a j 31 : Z ry °'II 4 91 b� 26 .79 fi -�1 I II I OF PRIVATE 5' WIDE DRAINAGE EASEMENT GRANTED TO LOTS 3, 4 & 5 PER FINAL MAP 36 KEYSTONE WALL PER SHEET 6 & 7 1 TG 1G2 �. 2 X�h• 26.87 1% I P66.0 3 MASONRY RETAINING WALL. SEE WALL PLANS FOR SPLIT FACE OPTION TW 266.5 G 260.5 \ © PRIVATE 5 WIDE DRAINAGE EASEMENT GRANTED TO LOT 5 PER FINAL MAP BW 259.5 _/ &2 50 ti 25'� I 38 BlORE7EN110N BASIN RESERVED FOR LOT 6. SEE SECTION E, SHEET 2. AREA =111 SF 3 0 5 260 - JI 31 FG 265.40 RYSB OH PRIVATE 5 WIDE DRAINAGE EASEMENT GRANTED TO LOTS 4 & 5 PER FINAL MAP " 0 2 261 • 261.4 - 264.69: 0 265' II IE 263.94 >s 39 10 PVC STORM DRAIN PIPE OUTLET THROUGH RETAINING WALL W1174 3'x3 N I" DIA. 8.61 ? 3 50 35 ; ? I PRIVATE 5' WIDE DRAINAGE EASEMENT GRANTED TO LOTS 3, 4 & 5 PER FINAL MAP V ° II O CRUSHED ROCK. SEE SEC77ON K, SHEET 2 s5 3 LOT 4 LOT, 264.77 G 264.0 31 r.,� 2620 ,< ® RETAINING WALL WITH 25' x 3.4' 1" DIA 3 5' SYSB 263.8 lE 26.7 °x' , \� \ ., 265.5 PLAN Ll STORM DRAIN DATA TABLE : s" PVC STORM DRAIN PIPE OUTLET THROUGH PLAN A 264.3 1 2 0 �� FF : 267.480 i 1\I 250-881-16 EJ u 7 FF : 2Ca2.9 1 2s4.s7 ft2G5 -, 2ss.37 2 260.7 I II L_� 4 3• \sue\ 5yg II "og P O ,^ _J L© 2 , J i N � 5 f ' 10' S' � I 5 r', � •s�� 0 H.P. `N ', . '. 0 10 SYS 26 II PLAIII. r_.. _. SB 266.5 I 266.4 q I C SYSB. _ _ __..._ L_:_� \ G 30 �0 261.0 I n 28 � 266y5 ? �.., 28�- _ _.- � •d'^'G "PVCP,4d, / °% � 1 \ 266.7 � I �'` 9 a. : 26 s $� 25 I m I 5 srse 2G5? L_ r266W • \ I I TAW 6o.s 260.$ II I�2G5d 1 I LAN C ( t °� 2 u 264.8' H: 31 H. G v P Fl 261.6 EF�6# 44 \ 26 .0 II °o 6� 5 _I 4s _ II 264.3 _ 5 FF : 266.9 ` II bry 0� 261.6 II / '64.6 GN aT I2 2Gq��� - - 0 2tt 4 53'5 G t'IJG S :O.g I �'` /[`21057 II 55 11264.8 ���'% ~!E TO 264.20 263 00 9 0 m 3 TG 2G5 y7` 1 �06�� V 66 v 1E2G4 _ rn L H.P• F ±r-a. 266.2 I \ 264.5 264.8 V 266.9 41 ?3 ?\6 63.24' Ic RIM` 25 2 14 4i _.. \ _ �, `a p 0 0 0 -- h �p tt ryph \ „ X60 01 61 ` Z 00' 1 4j. 4 c\`ah• ti .°;` h•6 246.54' V 10 �\' O 7f 25 cn cV fo A'I \I; a tom N07f NOTE SUBSURFACE WATER TO BE EVALUATED � h o ',r A - __ REFER TO SHEE 1 r w No. DESCRIPTION 0 100.0 LF - 6" PVC SOILD WALL PIPE (SDR 35 MIN) @ 1.09 0 53.8' LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 1.09 0 34.8 LF - 6" PVC SOLID WALL PIPE (SDR 35 �M 0 1.0 146 168 " 4 PVC PERFORATED PIPE (SCH 40). t 259.8 2 �5 30. , 6" PVC SOLID WAL IPE (SDR 5 M1N) @ 1.09 © 35.5 LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 1.09 3 +4 +5 36.0 LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 1.09 ® 171.8 LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 4.89 �9 9.2 LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 23.49 �0 70.2 LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 2.39 11 7.5 LF - 6" PVC SOLID WALL PIPE (SDR 35 MIN) @ 2.09 02 205 LF - 4" PVC PERFORATED PIPE (SDR 35 MIN) @ 19 © 176.0 LF - 4" PVC PERFORATED PIPE (SDR 35 MIN) @ 1% I 50 LF - 4" PVC SOLID WALL PIPE (SDR 35 MIN) @ 19 © 13.2 LF - 6" PVC SOILD WALL PIPE (SDR 35 MIN) @ 19 ® 6.4 LF - 4" PVC SOLID WALL PIPE (SDR 35 MIN) @ 59 © 43.0 LF - 6" PVC SOLID WALL PIPE SDR 35 MIN @ 19 N T S 43.0 LF , 6" PVC SOLID WAL PIPE SDR 35 MIN @ 19 41.0, LF , 6" PVC SOLID WALL PIPE SDR 35 MIN @ 3.889 CRUSHED ROCK. SEE SEC77ON 'J; SHEET 2 41 2' WIDE GRAVEL /LANDSCAPE SWALE PER SEC77ON V, SHEET 2 42 MODIFIED 18" x 12" PCC CATCH BASIN BY 'BROOKS' WITH STEEL TRAFFIC GRATE 4 PLANTER AREA 44 EXISTING SEWER CLEANOUT TO BE REMOVED & CAP OUTSIDE THE PROPERTY LINE. CONTRACTOR TO COORD. WITH NEIGHBOR PRIOR TO CONSTRUC77ON ® 66.5 LF N 4" PVC PERFORATED PIPE 0 S =09a SEE SHEET 4 FOR CONSTRUC71ON WITHIN BIORETEN77ON STORM DRAIN 46 PROVIDE 6" MIN. SAND CUSHION BETWEEN TOP OF F0077NG & INVERT ELEVA77ON STORM DRAIN PIPE 4 DAYLIGHT LINE 48 TEMPORARY SLOPE 49 30' DEEP x 2' DIA. SUBDRAIN SEEPAGE PIT. SEE DETAIL M, SHEET 3 50 4" PVC PERFORATED PIPE (SCH 40). PERFORA77ON DOWN. SEE SEC77ON N, SHEET 3 51 4" PVC SOLID WALL OVERFLOW PIPE. CONNECT TO STORM DRAIN PIPE 16 52 BIORE7EN710N BASIN RESERVED FOR LOTS 3, 4 & 5. SEE SEC77ON E, SHEET 2. AREA =345 SF AQUA BRICK TYPE 1 PERMEABLE R =112" PAVERS BY ORCO PAVING STONE 6" OP CURB (TC)/ELEV PER PLAN OR APPROVED EQUAL F �� R =112" VOID FLLER - 1/8" TO 3/8" (No. 8 �FGA�/iLF CRUSHED STONE FILLER ,�. T 4 FOR PRIVATE ROAD ; / -� /� KEYSTONE RET. WALL. ��� BRICK /PAVER WITH SPACER �y DURING CONSIRUC77ON TO DETERMINE IF SURFACE IMPROVEMENTS AND STORM DRAIN l SEE SHEETS 6 & 7 � Yip. �� � 2" WrCl(`BEmvNG COURSE - 2ND SEEPAGE PIT TO BE PROVIDED t° SYSTEM WITHIN PRIVATE ROAD AND 774E - Ir��' i 7 SikT�BSi rIe APIV, 260-681- 4-2 BIORE7EN770N BASIN PLAN l SLOPE PER PLAN 4 C" R CO E"^3/8" TO - D @ 2.1 MAX 112" (No. 57) CRUSHED ROCK BA LOT 6 v z MASONRY WALL 5' MIN 12 IHP MIN. Or F x��374 ? h N07E: 3 PER SHEET 2 1 CRUSHED ROCK SUB BAS N m o o_ PAD ELEV PER PL N� == TEMPORARY AC PAVEMENT TO BE COMPLETELY o d _, REMOVED PRIOR TO iNSTALLA770N OF g "' `D N con TYPE B' PCC GEOGRID FABRIC BY 7RlAX130S GEOGRID OR O O 5' MIN p 4 W co FINISH GRADE o - S PERVIOUS PAVER ON PRIVATE ROAD \/\ \ \ , ROW DITCH PER APPROVED EQUAL AS PER SOILS ENGINEER A " ° °' c' \ \ \ `'�' \ SDRSD D -75 m LOT 5 N W N PER PLAN �j /� \ /� / \ \/// \x//11 %/K j //j // % / /% // ' (NOT IMPERMEABLE) Z m W 95 1.0` MAX 9NT0 �yl O �/ \ \\ PCC SIDEWALK PLAN No. \ \/ /�v //\ j %� // PRUNCROAd �4'ND D�cA�NAGE WAVY Y SOIL SUBGRADE MODIFIED 6" PCC DEEPENED CURB z MAU f. A6REEMENf RFC. oN /O 20 •iS LL Q 12365 -1 AS 80C. lod'- 05V39o7 z 95 LF 2" AC OVER "1ivq � \ PCC CURB & GUTTER " o MIRAFI 140N FILTER FABRIC DEEPENED CURB WITH PERVIOUS PAVER W pp II PER IMPROVEMENT 4 PVC SOLID WALL L Z B - NAITW SUBBASE �% � PLAN No. 12365 -I a PIPE @ 19 5.0' SPECIFIC BASIN SIZING N.T.S. o LOT 4 3 / 4" OPEN GRADED ROCK m N w ` IMPERVIOUS (SF) PERVIOUS (SF) REQD BAS /N SIZE (SF) LOT 1 �� \ 4" PVC OVERFLOW OUTLET. INSTALL "i & TG ELEV e pQPOFESS /0y9� k R' BRp F2 2,664 146 168 " 4 PVC PERFORATED PIPE (SCH 40). t 259.8 2 2,384 3,403 109 CONNECT TO STORM DRAIN SYSTEM SHOWN 79 (7 SF) 262.0 �wQ �0� 3 +4 +5 6,996 9,679 PERFORATION DOWN ,I 89 (26 SF) 261.7/262.7 LOT 2 �� Q HEREON. lE 257.61 4,002 110 " 4 PVC PERFORATED PIPE Qz No. 36190 264.0 I' LOT 3 \ ° - INTEL IM ROAD PLAN 30' DEEP x 24" DIA SUBDRAIN SEEPAGE PIT FILLED WIN 3 / 4" DIA CRUSHED ROCK " I * Exp.6/30/16 TO BE CONSTRUCTED AFTER ROUGH GRADING PRIOR TO DELIVERY OF COMBUSTIBLE 24 DIA SUBDRAIN SEEPAGE s cw� - ,P 9T F OF \1° PAD SUBDRAIN SECTION N BUILDING CONSTRUCTION MATERIAL CA1 N T S LOT No IMPERVIOUS (SF) PERVIOUS (SF) REQD BAS /N SIZE (SF) DESIGN BASIN (FLAT LEVELL SF) CONTINGENCY FS OF BASIN TG ELEV 1 3374 2,664 146 168 159 (22 SF) 259.5 259.8 2 2,384 3,403 109 116 79 (7 SF) 262.0 2623 3 +4 +5 6,996 9,679 319 345 89 (26 SF) 261.7/262.7 6 2,376 4,002 110 117 69 (7 SF) 264.0 WDQ mzo z >a w�o N O ZN . z a CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE 44 bulL7* DESIGGPED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 0 X AS OWL?' 6 917 DESCRIP7ON CITY OF ENCINITAS STA77ON "1051" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: A?Z6�z GRADING �p�-PLANCS FOR: Cam+ z o iLOCATION IN A CONC. DRAINAGE INLET ON WINDSOR HORIZONTAL: 1 " =20' DATE /� ( / WIND��JR E�TATES DEVELOPMENT 12�g�_(a W U) Q ROAD APPROX. 250' NORTH OF SANTA FE AVENUE /) /A • /�^ �^- z � z VERTICAL: NONE - MASIH MAHER GLENN PRUIM d � � R.C.E. No.: 36190 APN s 260- 192 -19 coo to/ 30/1 S /4z / /s' z ° _ of Z w 0 o_ LION 29209 DATUM NA VD 88 RdA10 R 69UWVIV 047e RANDY P. BROWN EXP.: 6-30 -15 DATE DATE TM 14 -047 SHEET 3 OF 8 JOB No. 15 -009 REV DATE 10 -2 -15 I Z�l It tZ C-5 FOR LANDSCAPING Q) i0l cq L T 6 PROTECT CURB, C4 < t'o Ln 0 :_CT EXIST C C4 16 PAD r C-4 GUTTER & SIDEWALK "i LO I AD 267.5 �f ft IN-PLACE -7 v: 01 15 Neld J6 U7 t 122.08' W li w zc 16' 9' u) W PC C) PROTECT EXIST 6" ACP �FC�L %8_6 DRI VEDWAE Y PER cl) WATER MAIN IN -PLACE —74 'X 9 ac) 00 r 4 12 6 (Z) c 0+9; 11 � jjAcD ,.j c\j Lu -02 'b _j PER SDRSD SM MH TO BE EPDXY AD v P. /c lf < LINED & SPARK cb c/) j 0 v TESTED. RIM 258.78 —S 7 OT 5 11R) NK W 1+00 CL PRIVATE RD c) T '01, A 5+72.47 CL WINDSOR RD SA/v 266.8 1 /0 0+82.67 INSTALL 6"x6"x6" T 00 L TEE, WTH (3) GV & THRUST W S�l ru S O BLOCK. CONNECT TO EXIST -s kA TV E 6 " A CP WATER MAIN. 96' WIDE PCC CD STORM DRAIN DATA TABLE rtlAlTDAf'Tl)0 TO f'llnDn IA,17M x 4/ qc ' \ , a wl VE Y PER SD WD PRIOR TO IWA CONSTRUCTION. SEE SEC77ON �16 &VRS0 G TO RIGHT Q) F 258.5J,,- D x z L TYPE 'A' JEDE 7 N RAMP Q/ S R \....,_. - PROTECT EXIST 8 vu PER SOR G 27 G -J2A &I TRUNCATED TED -32B & 7M 2889-1 IN-PLACE CSC SEWER MAIN PER DWG. ;;5 ' G-JO PER �'2 AMIPROVEM NT PLAN No PROTECT EXIST 4" PVC z 12365-1 CENTERLINE DATA TABLE RECYCLED WATER MAIN lz� WDE x 4- THICK UUKtf UA 1A lAtfLL 262. TW 270.0 1 / I = 270 NEW MASONRY WALL I /,SHEETS 6 & 7 I EXIS77NG GRADE 0 NL SIDE OF NEW WALL LO NN to ARCH17ECTURAL PLANS LANDSCAPING = 265 —260 No AlBEARING o LZ LENGTH DESCRIPTION N8915"35"W N41106'30 "W 36.0' N8915'35"W -- 4.00' MODIFIED 6- PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 -R 2.) C):l 54.50' "a 20, low 'L, Cl ::z 6" PVC SOR 80 MIN @ 1.0% ------ - - -- -- ------- 28' 2348' zi PCC DEEPENED CURB PER DETAIL zz :z ze AZI SHEET 2 it- Lu :z 1:9 CL ci it, 265= w L SHEET 6 4---38:25'37- (3jac.0- nc ac L- Q rl Lu- Qr PCC TYPE 'G' SEE DETAIL 'C' & 'D, SHEET 7 [7] 4---4534'20 28' lK MODIFIED 6" LQ CN Z¢ CN (j! t - off`'- cy) (z) 23I' _7- tz c z '< CE (0 c< 4--10:20'11" I (N N C14 W Z LLA PCC DEEPENED CURB PER DETAIL -- ---- ---- 265- Lr) z N Ot Q) FZ � ca, Lc) CN MODIFIED 6" CO- `L, SHEET 2 [M 2601 --d (Z, C-) CL Pf G �5) 'N an �f PCC DEEPENED CURB PER DETAIL 'L', SHEET 2 1-21 4,-9000'00P 2.50' 3.93, L f24 'L, SHEET 2 , 21.31' 6" PCC CURB PER SDRSD G-1 N0121590E 1 255 8" PCC CURB PER SDRSD G-1 7-A ---- -- ... 250 = IE 248. 871 tZ C-5 FOR LANDSCAPING Q) i0l cq L T 6 PROTECT CURB, C4 < t'o Ln 0 :_CT EXIST C C4 16 PAD r C-4 GUTTER & SIDEWALK "i LO I AD 267.5 �f ft IN-PLACE -7 v: 01 15 Neld J6 U7 t 122.08' W li w zc 16' 9' u) W PC C) PROTECT EXIST 6" ACP �FC�L %8_6 DRI VEDWAE Y PER cl) WATER MAIN IN -PLACE —74 'X 9 ac) 00 r 4 12 6 (Z) c 0+9; 11 � jjAcD ,.j c\j Lu -02 'b _j PER SDRSD SM MH TO BE EPDXY AD v P. /c lf < LINED & SPARK cb c/) j 0 v TESTED. RIM 258.78 —S 7 OT 5 11R) NK W 1+00 CL PRIVATE RD c) T '01, A 5+72.47 CL WINDSOR RD SA/v 266.8 1 /0 0+82.67 INSTALL 6"x6"x6" T 00 L TEE, WTH (3) GV & THRUST W S�l ru S O BLOCK. CONNECT TO EXIST -s kA TV E 6 " A CP WATER MAIN. 96' WIDE PCC CD STORM DRAIN DATA TABLE rtlAlTDAf'Tl)0 TO f'llnDn IA,17M x 4/ qc ' \ , a wl VE Y PER SD WD PRIOR TO IWA CONSTRUCTION. SEE SEC77ON �16 &VRS0 G TO RIGHT Q) F 258.5J,,- D x z L TYPE 'A' JEDE 7 N RAMP Q/ S R \....,_. - PROTECT EXIST 8 vu PER SOR G 27 G -J2A &I TRUNCATED TED -32B & 7M 2889-1 IN-PLACE CSC SEWER MAIN PER DWG. ;;5 ' G-JO PER �'2 AMIPROVEM NT PLAN No PROTECT EXIST 4" PVC z 12365-1 CENTERLINE DATA TABLE RECYCLED WATER MAIN lz� WDE x 4- THICK UUKtf UA 1A lAtfLL 262. TW 270.0 1 / I = 270 NEW MASONRY WALL I /,SHEETS 6 & 7 I EXIS77NG GRADE 0 NL SIDE OF NEW WALL LO NN to ARCH17ECTURAL PLANS LANDSCAPING = 265 —260 No AlBEARING RADIUS LENGTH DESCRIPTION N8915"35"W N41106'30 "W 36.0' N8915'35"W -- 4.00' MODIFIED 6- PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 -R = 15'4128" 199' 54.50' "a 20, low 'L, Cl ::z 6" PVC SOR 80 MIN @ 1.0% ------ - - -- -- ------- 28' 2348' MODIFIED 6" PCC DEEPENED CURB PER DETAIL zz :z ze AZI SHEET 2 it, MODIFIED 6" rj:l CN UNI ��t 'L' SHEET 6 4---38:25'37- to (0 L rl Lu- Qr PCC TYPE 'G' SEE DETAIL 'C' & 'D, SHEET 7 [7] 4---4534'20 28' lK MODIFIED 6" LQ CN Z¢ CN (j! R8 cy) (z) 23I' _7- Zj (a z 57. ------------- F�fl 4--10:20'11" I (N N C14 MODIFIED 6- PCC DEEPENED CURB PER DETAIL -- ---- ---- 265- SHEET 2 101 N8975"35"W 4.85' MODIFIED 6" PCC DEEPENED CURB PER DETAIL `L, SHEET 2 [M N0*4425"E 5,50' MODIFIED 6- PCC DEEPENED CURB PER DETAIL tZ C-5 FOR LANDSCAPING Q) i0l cq L T 6 PROTECT CURB, C4 < t'o Ln 0 :_CT EXIST C C4 16 PAD r C-4 GUTTER & SIDEWALK "i LO I AD 267.5 �f ft IN-PLACE -7 v: 01 15 Neld J6 U7 t 122.08' W li w zc 16' 9' u) W PC C) PROTECT EXIST 6" ACP �FC�L %8_6 DRI VEDWAE Y PER cl) WATER MAIN IN -PLACE —74 'X 9 ac) 00 r 4 12 6 (Z) c 0+9; 11 � jjAcD ,.j c\j Lu -02 'b _j PER SDRSD SM MH TO BE EPDXY AD v P. /c lf < LINED & SPARK cb c/) j 0 v TESTED. RIM 258.78 —S 7 OT 5 11R) NK W 1+00 CL PRIVATE RD c) T '01, A 5+72.47 CL WINDSOR RD SA/v 266.8 1 /0 0+82.67 INSTALL 6"x6"x6" T 00 L TEE, WTH (3) GV & THRUST W S�l ru S O BLOCK. CONNECT TO EXIST -s kA TV E 6 " A CP WATER MAIN. 96' WIDE PCC CD STORM DRAIN DATA TABLE rtlAlTDAf'Tl)0 TO f'llnDn IA,17M x 4/ qc ' \ , a wl VE Y PER SD WD PRIOR TO IWA CONSTRUCTION. SEE SEC77ON �16 &VRS0 G TO RIGHT Q) F 258.5J,,- D x z L TYPE 'A' JEDE 7 N RAMP Q/ S R \....,_. - PROTECT EXIST 8 vu PER SOR G 27 G -J2A &I TRUNCATED TED -32B & 7M 2889-1 IN-PLACE CSC SEWER MAIN PER DWG. ;;5 ' G-JO PER �'2 AMIPROVEM NT PLAN No PROTECT EXIST 4" PVC z 12365-1 CENTERLINE DATA TABLE RECYCLED WATER MAIN lz� WDE x 4- THICK UUKtf UA 1A lAtfLL 262. TW 270.0 1 / I = 270 NEW MASONRY WALL I /,SHEETS 6 & 7 I EXIS77NG GRADE 0 NL SIDE OF NEW WALL LO NN to ARCH17ECTURAL PLANS LANDSCAPING = 265 —260 No AlBEARING RADIUS LENGTH DESCRIPTION N8915"35"W N41106'30 "W 36.0' N8915'35"W -- 4.00' MODIFIED 6- PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 8.02' = 15'4128" 199' 54.50' MODIFIED 6- PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 6" PVC SOR 80 MIN @ 1.0% 4--48*02'40" 28' 2348' MODIFIED 6" PCC DEEPENED CURB PER DETAIL 'L', SHEET 2 147.46' MODIFIED 6" PCC DEEPENED CURB PER DETAIL 'L' SHEET 6 4---38:25'37- 36' 24.14' MODIFIED 6" PCC TYPE 'G' SEE DETAIL 'C' & 'D, SHEET 7 [7] 4---4534'20 28' 22.27' MODIFIED 6" PCC TYPE 'G' SEE DETAIL 'C' & 'D, SHEET 7 R8 4=551'38" 23I' 2363' MODIFIED 6" PCC TYPE 'G' SEE DETAIL 'C' & 'D, SHEET 7 F�fl 4--10:20'11" 23I' 41.67' MODIFIED 6- PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 101 N8975"35"W 4.85' MODIFIED 6" PCC DEEPENED CURB PER DETAIL `L, SHEET 2 [M N0*4425"E 5,50' MODIFIED 6- PCC DEEPENED CURB PER DETAIL 'L', SHEET 2 1-21 4,-9000'00P 2.50' 3.93, MODIFIED 6m PCC DEEPENED CURB PER DETAIL 'L, SHEET 2 N8838'01 "W 21.31' 6" PCC CURB PER SDRSD G-1 N0121590E 1.67' 8" PCC CURB PER SDRSD G-1 No BEARING LENGTH DESCRIPTION REMARK N8915"35"W N41106'30 "W 36.0' 8" PVC SOR 80 MIN 0 1.,8 9--1 SEE SEC7701V Y, SHEET 2 211' N41*06'30"W 46.0' r/YlOm PVC SOR 80 MIN ®-1 -9414 SEE SEC7701V `H, SHEET 2 8.02' N48*5J'JO"E J9.5' 107.-� zrr SEE SEC7701V 'H, SHEET 2 N0353'30 OE 430' 6" PVC SOR 80 MIN @ 1.0% SEE SEC7701V 'H, SHEET 2 PROTECT EXIST POWE POLE IN-PLACE 'Z�3, cs N (MIN) DG PATHWAY N c'q s of 4 258.86 TIC . . .... PROTECT EXIST 16" PVC -F-L-2-58. _J6 WATER MAIN IN -PLACE W 4' WIDE PCC DRIVEWAY No 4 /BEARING RADIUS LENGTH (1) N8915"35"W -- 40.20' (2) 4= 2874'31" 211' 104.00' M285855bW 8.02' PER SDRSD G- 14A 6� t , REFER TO CITY OF ENCINITAS RECYLED WA 7ER SERVICE PER A N r< IMPROVEMENT PLAN No. 12365-1 IMPROVEMEN774ENT PLAN No 12365 -L ° 1 a p �ry1 Q EASEMENT NOTES FOR SURFACE IMPROVEMENTS SHEET 2 OF 3 ON WINDSOR ROAD 00 N 7� Zk� L �A) PUBLIC EASEMENT FOR PRIVATE ROAD & U77LITY TO CITY OF ENCINITAS PER FINAL MAP lh- PARKING EASEMENT PER FINAL MAP vy ;�- 't:� 11 Al t I �'� yl \m/ " , PAD L266. CN _q . ... . PRIVATE DRAINAGE EASEMENT PER FINAL MAP V4, ;7 PEDESTRIAN ACCESS EASEMENT TO CITY OF ENCINITAS PER FINAL MAP Yr C-) IAIA =D CMICAIT TO wn or-D mkim jjAD A A, 16' WDE PCC DRIVE Y 10 20' WIDE SEWER EASEMENT PER FINAL MAP No, 36190 cl PER SDRSD G-14A Exp. 6/30/16 30' LOT I DZI Z., 28" LOT 2"' 0 0 W 0&0 PAD 261.6 Y, TO 264.80 dl� C I v I\, LO J 16 WIDE PCC DRIVEWAY Y PER OQ PAD IE 25J. OF CALF 2 6 4.6 T zz� DRI WA t SDRSD G- 14A P/45 26 PER SDRSD G-14A CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: I DRAWN BY: CHECKED BY: M — PUBLIC WORKS DEPARTMENT X 45 31,11tr RGP ROP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DRAWING NO. 0 < (D LL 49 9 -17 DESCRIF77ON CITY OF ENCINITAS STA77ON "1051 PLANS PREPARED UNDER SUPERVISIQN OF RECOMMENDED: A OP: GRADING PLANS FOR: z 0 LOCA77ON IN A CONC. DRAINAGE INLET ON WINDSOR HORIZONTAL: 1"-10' DATE: f01 ('2_51 I r-5 ui C/D z L U) < 7—/7-77 ROAD APPROX. 250' NORTH OF SANTA FE AVENUE ivy. ,OL^ WINDSOR ESTATES DEVELOPMENT 12365—G Uj Lu Lij MASIH MAHER 9 Y z VERTICAL: 1"=2' R.C.E. NO.: 35190 GLENN PRUIM ARN : 260-192-19 Q 20 0 0 0 (� 1 5b r - - z c� I: Y� Lu < a- 4A10y 6n�W ELEVA77ON 292.09 DATUM NA VD 88 a 047• RANDY BROWN EXP.: 5--30-15 DATE DATE TM 14-047 SHEET 4 OF 8 JOB No. 15-009 REV DATE 10-2-15 m 0 m m m a 0 m n I m _o �o � N m m W UZ U 0 w '- ¢ w NO o m� m �Um o JWLL O nZp d �n ��Q w JNU F tL z 7 Q J W C Z ] Q L d JOB No. 15 -009 REV DATE 10 -2 -15 0 o Z m � a W m 2 0 Z Z o w 0 CC OR CO w wZ� N0QOo wow °n x � Q ZU1 a J�LL p D LL � 0 0,a 4! UUw0 F z a O z o wyQ Z�z wQa JOB No. 15 -009 REV DATE 10 -2 -15 GENERAL NOTES /REQUIREMENTS rr. CONCRETE CURING: SEE SPECIFICATIONS SUMMARY OF STRUCTURAL CONTINUOUS 1. VERIFICATION. VERI FYALLDIMENS/ ONS, ELEVAT /ONSANDS /TECONDITJONSBEFORE 18. ACTUAL DIMENSIONS: SLAB, WALL, BEAMAND COLUMN DIMENSIONS SHOWNAREACTUAL & PERIODIC SPECIAL INSPECTION GENERAL NOTES FOR MASONRYRETAIN/NG WALLS STARTING WORK. NOTIFY THEARCHITECT /ENGINEER /MMEDIATELYOFANY DIMENSIONS NOT NOMINAL DIMENSIONS (i.e. A 4 /NCH SLAB THICK, NOT 3 112 INCHES). STD• DISCREPANCIES THE INFORMATION PROVIDED BELOW IS A SUMMARY- SEETHE CONSTRUCTION DOCUMENTS FOR LAP DESIGN CONDITIONS: FENCING: 2. CODES ALL MATER /ALSAND WORKSHALL CONFORM 70 THE REQU /REMENTS OF STRUCTURAL STEEL THE FULL REQUIREMENTS FOR SPECIAL INSPECTIONS. 2x MATCH T &B FIG. S' MIN 2" CLR -RISE THE UN/FORMBUILD/NG CODE (C.B.C.), 2001 ED /T /ON, ASADOPTED BYTHEBUJLD/NG REINFORCEMENT Wails are to be used for the loading conditions Safety fencing shall be installed at the top of DEPT. 7. CODES: A.LS.C. SPEC /F/ CAT /ON FOR THE DESIGNFABRICAT/ONANDEREC7 {ON FOR 1. CONCRETE (GBC1705A.3): DURING THE TAKING OF TEST SPECIMENS AND PLACING OF shown for each type wall. Design H shall not be the wall as required by the agency. 3 SIM/LARWORK.• WHERE CONSTRUCT IONDETA /LSARENOTSHOWNOR NOTED FOR STRUCTURAL STEEL FOR BUILDINGS; MANUAL OFSTEEL CONSTRUCTION ASD REINFOHCED CONCRETE (TOP REINF. D exceeded. Footing key is required except as shown INSPECTIONS: otherwise or when found unnecessary the ANY PARTOF THE WORK , SUCH DETAIL S SHALL BE THE SAMEAS FOR SIMILAR WORK (THIRTEENTH EDITION): STRUCTURAL WELDING CODE AWSDLI AND AWSD1.4. SHOWN DASHED) FIG DEPTH Engineer. Special footing design is required Call for inspections as follows: qu A. When the footing SHOWN ON THE DRAW /NGS. MATERIALS., 2 BOLTS INSTALLED IN CONCRETE CBC1705A .3:PRIORTOANDDURINGPLACEMENTOF ( ) CONCRETEAROUND BOLTS. 'D' "CLR where foundation material is incapable of has been formed, with the 2. , 3 supporting toe pressure listed in table. steel tied securely in final position, and is 4. PIPES, DUCTS, SLEEVES, CHASES, ETC-: SHALL NOTBEPLACED IN SLABS, BEAMS, OR ready for the concrete to be pieced. DESIGN WALLS UNLESS SPEC/ F/ CALLYSHOWNOR NOTED NOR SHALL ANYSTRUCTURAL STRUCTURAL SHAPES AND PLATES ASTMA -36 TYPICAL 3. REINFORCING STEEL ICBC 1705A.3): DURING PLACING OF REINFORCING STEEL FOR ALL � "CLR DATA; B. Where cleonaut hales are not provided: MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPEC /F/CALLYSHOWN.08TA /N TS SHAPES (TUBE COLUMNS) ASTMA -500 GRADE -8 CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION ,D, Reinforced Concrete: PR /OR WRIT TENAPPROVAL FOR INSTALLATIONOFANYADD ITIONAL PIPES, DUCTS, PIPE COLUMNS ASTMS -53 TYPE EORS,GFL4DE -B Fc =8.3 Mpa (1200 psi) F'c =20:7 Mpa (3000 psi) (t) After the blocks have been laid up to a height of 1.22m (4') or full height for walls up to ETC. 5. EXCAVATIONS: LOCATEANDPROTECTUNDERGROUNDORCONCEALEDCONDU MACHlNEBOLTS ASTMA -307 4. STRUCTURAL MASONRY (CBC 1705A.4): AT THE START OF LAYING UNITS, AFTER THE - I,IXR19E �f Fs =138 Mpa (20,000 psi} n =10 1.52m (5'), with steel in but before the IT, NUTS ASTMA -563 -HEX, GRADER PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING M/N place Reinforced Masonry: is and...... PLUMB /NGOR0THERUTIL /T /ES WHERE NEW WORK IS BEING PERFORMED. HIGH STRENGTH BOLTS ASTMA 325 OPERATION AND DURING ALL GROUTING OPERATIONS. grout poured, F'm =41.4 Mpa (600 psi) Fm-1,4 Mpa (200 psi (2) After the first lift is properly grouted, 6. CONSTRUCT /ONMETHODSANDPRO✓ECTSAFETY.- THE CONTRACTDRAWINGSAND NUTS ASTMA -563 -HEAVY HEX GRADE -CL RISE STD. LAP "MAX Fs =138 Moo (20,000 psi) n =50 the blacks have been laid up to 'he top SPECIFI CAT/ ONSREPRESENTTHEF INISHEDSTRUCTUREANDDONOT/ND /CATS NON-SHRINK GROUT ASTMC - 1107_7, 000 PSI (NON - METALLIC) 5. THE CONS TRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED 2' -0 Eorth =1922 kg /cu m (120 pcf) and Equivalent Fluid of the wall with the steel tied securely n METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY BYCBCi10. SPECIAL INSPECTION ISNOTA SUBSTITUTION FOR INSPECT /ON BY THE Pressure =1.76 kg /sq m (36 psf) per 305mm (foot) place but before the upper lift is grouted. PRECAUT/ ONSTOMAINTAI NANDINSURETHEINTEGRITYOFTHESTRUCTUREDUR /NG 3. HEADED AND THREADED ANCHORS: NELSON SELFFLUXED ANCHORS. BUILDINGOFFICIAL. SPEC/ ALLYI NSPECTED WORK WH /CHIS INSTALLED OR COVERED WITH- of height. Where cleanout holes are provided: CONSTRUCT /ON. NEITHER THE OWNER, OR ENGINEER WILL ENFORCE SAFETY OUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR IS SUBJECT NOTES. NOTES- Walls shown for 1 1/2:1 unlimited f 1 u united sloping surcharge are designed in accordance with Ranklines formula After the .blocks have been laid up to the MEASURES OR REGULATIONS DES /GN,CONSTRUCJANO MA/NTA/NALLSAFE7Y 4. WELDING: ELECTRODES CLASSE- 70XXSERIES,LOWNYDROGEN, TORE - OPENING OR EXPOSURE >. SLOPE TO BE7VERTICAL 702HORIZONTAL EXCEPT WHERE SHOWN OTHERW ISE (MAX) for unlimited sloping ' 42' }. top of the wall, with the steel tied P g surchar g e with a 0 = 33 13m ( DEVICES, INCLUDING SHORINGANDBRACING, AND BESOLELYRESPONSIBLEFOR AWSDI.I. THE SPECIAL REINFORCEMENT: securely in place, . but before grouting. CONFORMING TOALL LOCAL, STATEAND FEDERAL SAFETYANO HEALTH STANDARDS, 6. INSPECTOR MUST BE CERTIFIED BY THE CITY OF ENCINITAS, DEVELOPMENT 2 SEE 7YP. FOOTING STEEL FORADOMIONAL REINFORCEMENT LAWSAND REGULATIONS WELDERS CERTIFIED. SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. Intermediate grade; hard grade, or rail steel C. After grouting is complete and `after rock or deformation shall conform ASTM A615, A616, A617. rubble wall drains are in place but before FOUNDATION GROOVEAND BUTT WELDS _COMPLETE PENETRATION (CP)UO.N. 7 / TI S THE RESPONSIBILITY OF THE OWNER TO INFORM THESPECIAL INSPECTOR OR Bars shall lap 40 diameters, where spliced, unless earth backfill is placed. otherwise on the Bends SIZES SPECIFIED ARE MIN /MUM STRUCTURAL I NSPECTI ONAGENCYATLEAST ONE WORKING DAYPR /ORPERFORMINGANY WORK THAT TyP. STEPPED WALL FOOTING O > shown plans. shall conform to the Manual of Standard Practice, A.C.I. D. Filial inspection when oll work has been 1. SOILS INVESTIGATION: REPORT: CWE2140043.01 DATED FEBRUARY 13, 2014 FILLETWELDS REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL Backing for hooks is four diameters. All bar completed. BY., CHRISTIAN WHEELER ENGINEERING WELDS. INCREASEAS REQUIRED BYASD TABLE J24 INSPECTION IS SUBJECT TO REMOVAL AND RECONSTRUCTION. embedments are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: Spacing for parallel bars is center to center bars. Concrete grout shall attain a minimum compressive 2. FOUNDATION MATERIAL: SILTY SAND FIELD WELDING MAYBEREQ'D To FACILITATE CONSTRUCTION 50 DIA LAP HORIZ. REINF PER PLAN MASONRY: strength of 13.8 Mpa (2,000 psi) in 28 days and 3. MINIMUM FOUNDED DEPTH& WIDTH OF FOOTINGS: TERMINATION WELDS TERMINATINGATENDS OR SIDES, SPECIAL INSPECTIONS (CBC 1704) All mortar shall attain 12.4 Mpa (1,800) psi in 28 days. be reinforced masonry retaining walls All cells shall be filled with grout. Rod or vibrate BELOW ROUGH PAD GRADE ............................. WHEREVER PRACTICABLE, SHALL BE RETURNED . constructed of regular or light weight standard g 9 9 consolidation. Bring grout within 10 minutes of 'Standard ..12" CONTINUOUSLYAROUND CORNERS A DISTANCE REQUIREMENTS FOR SPECIAL INSPECTION: units conforming o the S ecificdtions pouring 9 p to insure grout to a point 51mm (2 ") from the top of BELOW LOWEST ADJACENT FINISHED GRADE ...............12" 2 TIMES THE NOMINAL SIZE OF THE WELD PER THE CERTIFIED for Public Works Construction." WIDTH 1. SPECI ALI NSPECTORSHALLBEUNDERTHESUPERV ISIONOFREGISTERED JOINTS: masonry units when grouting of second lift is to be ........................... ...24" " " " " "' "" ASDSECT/ONJ2.2B. PROFESSIONAL ENGINEER. continued at another time. 4. FOUNDING OF FOOTINGS & SLABS: ON FIRM UNDISTURBED STD HOOK \ STD HOOK Vertical control joints shall be placed at 9.75m (32') intervals Joints be designed MORTAR KEY: NATURAL SOILS OR APPROVED COMPACTED SOILS. 5 SHOPDRAWINGS: REVI EWEDBYTHEARCH /TECTBEFOREFABRICATION. 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL maximum.. shall to resist shear and other lateral forces while To insure proper bonding between the footing and 5. SOIL PRESSURES: 6. BOLTHOLES. TYPICAL DIAMETER +1116 INCH. AND THE ARCHITECT. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE permitting longitudinal movement. Vertical he first course of block; a mortar key shall be SOIL BEARING 2500 PSF ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, TO THE expansion joints shall be placed at 29:3m (96') formed by embedding a flat 2 x 4 flush with and at ................ ............................... COEFFICIENT OF FRICTION ...................... 0.35 ANCHOR DIAMETER t 3116 INCH ARCHITECTAND THE BUILDING OFFICIAL. DOUBLE CURTAIN 2 #5(V) intervals maximum. the top of the freshly poured footing. The 2 x 4 PASSIVE PRESSURE SLOTTED DIAMETER+ 1116 INBY2.5 should be removed after the concrete has started CONCRETE: to harden (approximately 1 hour). ....... .........................350PCF CANTILEVER ACTIVE ( LEVEL) .................... 35PCF(SELECTBACKFILL) SHEAR FRAME TIMES DIAMETER 3. THE SPECIAL INSPECTOR SHALL SUBM /TA FINAL REPORT, SIGNED BYA CIVIL ENGINEER, Footing concrete shall be 332 kg /M3- C -22Mpa A mortar key may be omitted if the first course of CANTILEVER ACTIVE (2.1 SLOPE)... 50 PCF (SELECT BACKFILL) BASEPLATES DIAMETER +3 /16 INCH STATING WHETHER OR NOT THE WORKREQUIRING SPECIAL INSPECTION WAS INACCORDANCE STDHOOK (560 -C- 3250), using Type 8 aggregate when placing block is set into the fresh concrete when the .......... ...... WITH THE DRAWINGS AND SPECIFICAT{ONSANO THE APPLICABLE WORKMANSHIP PRO VISIONS conditions permit. footing is poured, and a good bond is obtained. RESTRAINED WALLS ... .......... .. ............ .... .......... 55PSF 7. EXPOSED STEEL: HOTDIP GALVANIZED. OF THE CBC. BACKFlLL VEHICULAR SURCHARGE ....... .........................250PSF WALL DRAINS. No backfill material shall be placed against 6. SOIL REMOVAL AND RECOMPACTION: PER GEOTECHN /CAL INVESTIGATIONAND THE REINFORCED HOLLOW UNIT MASONRY Wall drams shall be rovided in accordance with masonry retaining walls until grout has reached P Standard Drawing C -8, and GSI soils reports. CONTRACTDOCUMENTS. SOILS WORKSHALL BE OBSERVED AND TESTED BY THE design strength or until grout has cured fora GEOTECHN /CALENG /NEER. 1. MATERIALS: minimum of 28 days. Compaction of backfill SOIL: CONCRETE BLOCK....... ASTM C- 90 .......... .. .. ...........TYPE 1, F'm = 1,900 PSI SINGLE CURTAIN material by jetting or pending with water will not be All footings shall extend at least 305mm (12") into 7 GEOTECHNICAL ENGINEER: SHALL OBSERVE FOOTINGS BEFORE PLACEMENT OF MEDIUM WEIGHT (105 -125 PCF), permitted, Each laver of backfill shall be P moistened as directed by the Engineer and undisturbed natural soil or approved compacted REINFORCING OR CONCRETE FOOTING OBSERVATION AND COMPACTION REPORTS OPEN END, DEEP CUT BOND o o thoroughly tamped, rolled or otherwise compacted fill. Soil should be dampened prior, to placing 9 Y P p P p 9 SHALL BE SENT TOTHEARCHI TECT /ENGINEERANDBUILDING OFFICIAL. BEAMS @ HORIZONTAL REINFORCING, o until the relative compacting is not less than 90 %_ concrete in footings. - REINFORCED CONCRETE DRY UNITS, YARD CURED 28 DAYS. TYP. REINF. @ INTERSECTION OF MORTAR ....................... ASTMC - 270... ............................. TYPE S, 1800 PSI @ 28 DAYS 2 O i. MATERIALS: CEMENT ASTMC -150 TYPE IV MASONRY WALLS DETAILS FOR MASONRYRETAIN/NG WALLS ASTMA -706 FOR WELDED REINFORCEMENT GROUT ................. ......... ASTMC - 416 ................................... 2,000 PSI @ 28 DAYS ANCHOR BOLTS ASTMA -307 ANCHOR BOLTS AND MACHINE BOLTS GROUT AID, 8-10 INCH SLUMP. CORNER BARSSAMES/ZEAND SPACING ¢pQ/,q,LAp GROUTADDITIVE (SIKAGROUTAID) 0- 0 "M /N- AS HORIZONTAL REINF- / AGGREGATE ASTM C-33 STANDARD WEIGHT H REINFORCEMENT .........ASTM A- 615 ...... ..........................GRADE 60 TYPICAL -- REINFORCEMENT ASTMA -615 GRADE60TYPICAL No surcharge loads within this REINFORCEMENT, ........ ASTM A- 706 ....... ..........................GRADE 60 WELDED REINFORCEMENT arep for lever backfill design. 2 CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ANCHOR BOLTS, .......... ASTM A- 307 ........ .........................ANCHOR & MACHINE BOLT ARE THE MINIMUM COMPRESSIVE STRENGTHSAT28 DAYS, THEAGGREGATE(AGG)SHOWN DRILLED ANCHORS ..... ICC- ESESR1772 .. ...... .........EPDXY -TIE SET IS THE MAXIMUM SIZE, AND THE WATER /CEMENT RATIO lS THE MAXIMUM. STD HOOK STD HOOK 12 FING CONCRETESHALL BESTANDARD WEIGHTCONCRETE(145PCF). 2. SPECIFIED COMPRESSIVE STRENGTH: 16 $ARDJA. Fm = 1,500 PSI FOR SOLID GROUTED. NAT/VEBACKFILL STRENGTH AGG SLUMP WATER /CEMENT 3. ITEM Fm = 1,350 PSI FOR PARTIALLY GROUTED. DOU$LECURTA /N (pSl) (INCHES) (INCHES) (WEIGHT) CONSTRUCTION FOUNDATIONS 2500 P 4" 0.65 3. BLOCK LAYUP: RUNNING BOND, CONCAVE COMPRESSED JOINTS, STOHOOK CLEAN SAND BACKFILL S.E. > 35 INVERTED BOND BEAM UNITS FOR STARTING COURSES . 16 BARDlA. ¢00 /G LAp FILTER MATERIAL. CRUSHED ROCK (WRAPPED E E T11 4. REINFORCING FABRICATIONAND CONCRETE COVER: 4. REINFORCEMENT: 4" CLEAR tN FILTER FABRIC) OR CLASS ll PERMEABLE MATERIAL (SEE SPECIFICATIONS BELOW). A. DETAILING, FABRICATIONAND PLACING: SHALL CONFORM TO ACID 15AND AC1 -318. A) VERTICAL: ONE PIECE, NO SPLICES, CENTERED IN THE WALL UNLESS SPECIFICALLY 3 B. MINIMUM CONCRETE COVER FOR BARS: DETAILED OTHERWISE. VERTICAL SUPPORT SPACERS 200 REINFORCEMENT DIAMETERS U 2 ti CAST AGAINST AND EXPOSED TO EARTH 3" MAXIMUM. DOWEL REINFORCEMENT TO SUPPORTING MEMBERS WITH SAME SIZE AND 2 W 40 D /A- LAP 16" ERFORATED RAIN PIPE EXPOSED TO EARTH OR WEATHER 2" SPACING OF REINFORCEMENT AS SHOWN ON THE DRAWINGS. Q m - Q W W � oc 0 - -0 "MIN. D /A. Line of undisturbed NOT EXPOSEDTO WEATHER OR EARTH 1 112" B) SPLICES (LAPS) : 50 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. v 2 Wo d natural soil. - - - COMPETENT, APPROVED W SINGLE CURTAIN SOILS OR BEDROCK 5 REINFORCEMENT CHAIRS, SPACERS AND SAND PLATES: AS REQUIRED TO MAINTAIN 5. GROUTING: O � W TYPICAL SECTION CONCRETE COVER. A) CELLS AND SPACES FILLED WITH GROUT SOLID GROUTED. W W W W ti � o Q ti W PERVIOUS PAVERS PER PLAN TYP. REINF. INTERSECTIONS OF 6: VERTICAL REINFORCEMENT. SHALL BE DOWELED TO SUPPORTING MEMBERS WITH THE B) CONSOLIDATED: AT TIME OF PLACEMENT BY MECHANICAL VIBRATION 4 iy 133mm ") SAME SIZEAND SPACING OFREINFORCEMENTAS SHOWN IN THE DRAWINGSAND AND THEN RECONSOLIDATED BEFORE PLASTICITY IS LOST. o W O FOOTINGS &BEAMS J (5 1/4 8" Block Wall GENERAL NOTES. C) POURS OVER 5 FEET: PROVIDE CLEAN OUTS IN BOTTOM COURSE AT REINFORCEMENT W a r= Z� db' Mortar or cast -in -place 229mm 12" Block Wall 7. REI NFORCEMENTSPAC/ NG: CLEARDI STANCEBETWEENPARALLELRE INFORCEMENTINA (321NCHESMAX). B/ORETENTION BASIN ti W db' concrete ( LA YER SHALL NOT BE LESS THAN 1 112 TIMES THE NOMINAL DIAMETER OF THE D) HORIZONTAL CONSTRUCTION JOINTS: FORMED BY STOPPING THE GROUT POUR I- 1 /2INCHES � Finished REINFORCEMENT OR 1 113 TIMES MAXIMUM SIZEAGGREGATE, NOR LESS THAN 1 112" BELOW THE TOP OF A MORTAR JOINT AND A MINIMUM OF 1/2 INCH BELOW THE TOP OF BOND 6'db' Ground Line Vertical Reinf. BEAMS. 6 db 4" MIN. i, 8. TACK WELDING, WELDING, HEATING OR CUTTINGOFBARS: NOTPERMITTED LION N. . E) LIFTS LESS THAN 6 FEET: PLACED IN A CONTINUOUS POUR. / �'� STIRRUPS &TIES Vertical F.einf, Top of - A SLAB CORNER REINFORCEMENT.�PROVIDE2- #4x4' -0 "ATREENTRANTCORNERSAND EACH CORNER OF RECTANGULAR HOLES IN SLABS. PLACE BARS DIAGONALLY 6. REINFORCEMENT CONGESTION: DOUBLE OPEN END BLOCKS OR "U" BLOCKS TO BE USED TO MASONRY RET WALL PER PLAN ( #5 AND SMALLER) Grant filled block cells FACILITATE CONSTRUCTION. Footing = �. 10. REINFORCEMENT SPLICES: 40 DIAMETERS OR 24 INCHES WHICHEVER IS GREATER U.0 N ( ONDRAWINGS. STAGGER BOTTOM REINFORCEMENTSPLICESATLEAST5' -0 "FROM LAPS IN OTHER BOTTOM BARS. STAGGER LAP SPLICES FOR TOP REINFORCEMENT SIMILARLY. 7, LOW LIFT: POURED IN LIFTS OF 5' -0" MAXIMUM HEIGHT. BOTTOM OF WALL BW 4'db' ELEV PER PLAN 2 1/2" MIN. `db' db' horizontal reinf. thru ° bond beam block 1� --- -- ' - 11. SHOP DRAWINGS: REVIEWED BYTHEARCH / TECT /ENGINEER BEFORE FABRICATION. 8. HIGH LIFT: POURED IN LIFTS OF 8' -0" MAXIMUM HEIGHT. 51mm (2 X 102mm (4 °') (nominal) Key /2. ANCHOR BOLTS, DOWELS AND HOLD- DOWNANCHORS: SECURELYHELD 1N PLACE 9. VERTICAL CONTROL JOINTS SHALL BE PLACED AT 25 FOOT INTERVALS MAXIMUM. JOINTS SHALL v o 12'db' db' db' GAP RETAIL RETAIL TO FOUNDATl ONl NSPECTI ONBYTHEBUI LDI NGDEPARTMENTANDOBSERVATIONBYTHE BE DESIGNED TO RESIST SHEAR AND OTHER LATERAL FORCES WHILE PERMITTING LONGITUDINAL v ARCHITECT /ENGINEER. MOVEMENT. VERTICAL EXPANSION JOINTS SHALL BE PLACED AT 96 FOOT INTERVALS MAXIMUM. MAIN BARS 13. PIPES, SLEEVES AND DUCTS: NOT TO BE PLACED IN WALLS, BEAMS, SLABS, FOOTINGS o NOTES: OR COLUMNS UNLESS SPECIFICALLYDETAILED. QROf ESS / py9 'db'= BAR DIAMETER 1. All mason retaining walls shall be constructed with ca key and details masonry g p, y drainage de ails as shown hereon. O FO ALL REINF. BENTOLD 2. 102mm (4 ") diameter drain may be formed by placing a block on it's side. 14. CHAMFER: 3/4iNCHON EXPOSED CORNERS ��2 SOIyg9 Fyn 3. See Soils Report by GSI dated September 21, 2011 and October 27, 2011 for additional options for wall drainage. O�Q,T z TYPICAL WALL SECTION STIRRUPS D = 4 'db' FOR #3 TO #5 BARS AND TIES n 4. ALL MASONRY RETAINING WALLS REQUIRES A DISTANCE OF 70' FROM BOTTOM OF 15. ADMIXTURES: REVIEWED BYARCHITECT /ENGINEER, NO CALCIUM CHLORIDE, w ,vo. 26404 m a o D 6'db' FOR #3 TO #8 BARS FOOTING TO DAYLIGHT 16. SLAB -ON -GRADE JOINTS: LOCATION OFALL CONSTRUCTION, CONTROL AND WEAKENED Eap, 3-31-16 N.T.S. _ = MAIN PLANE JOINTS NOT SPECTICALLY INDICATED ON THE DRAWINGS SHALL BE REVIEWED BY * * BARS L D = 8 'db' FOR #9 TO #11 BARS THEARCHITECT/ENGINEER PRIOR TO THE PLACING OF REINFORCEMENT. flyTF BF iv o.- \P REINF. STANDARD HOOKS 4 CHANGE DESCRIPTION APPROVED DATE BENCHMARK SCALE AS BU /LT DESIGNED BY: I DRAWN BY. CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RGP RGP RDS 1 AG eliILT 6-3-17 DESCRIPAON CITY OF ENCINITAS STATION "1051'; LOCARON IN A CONC. DRAINAGE INLET ON NINDSOR HORIZONTAL: NONE VERTICAL: NONE l / S �� Zfr� 4�D&57*01011V�4Zf� PLANS PREPARED UNDER SUPERVISION OF DATE: /o 1 /9_ R.C.E. NO.: 26404 OBERT SQWARDS EXP.: 3 -31-16 RECOMMEND D: APP V /� ��0130/15 ���s� DAIL RETAINING WALL PLANS FOR: WINDSOR ESTATES DEVELOPMENT APN : 260- 192 -19 Q 20 TPM 14 -047 12565 -G r ) _ ROAD APPROX. 250' NORTH OF SANTA FE AVENUE ELEVA110N 292.09 DATUM NA VD 88 SHEET 6 OF 8 0 o Z m � a W m 2 0 Z Z o w 0 CC OR CO w wZ� N0QOo wow °n x � Q ZU1 a J�LL p D LL � 0 0,a 4! UUw0 F z a O z o wyQ Z�z wQa JOB No. 15 -009 REV DATE 10 -2 -15 8" CMU GROUTSOLID #4 @ 16" o% ( #4 @24 "o %(H) TAN SPLIT FACE BLOCKON EXPOSED FACE WITH CAP EQ. PL 3' -6" MIN -- 5,_2„ 12" CMU GROUT SOL /D #5@ 16 "o %(VI #5 @ 24" o% (H) BIORETENT /ON BASIN #6 @ 16" 0/c 2 #5 TOP 3 #5 BOTTOM s 3" CLR X -6" CMU RETAINING WALL (SPECIAL INSPECTION REQUIRED) PLAN 8" CMU GROUT SOLID #4 @ 16" o% (V) #4 @24 "o %(H) 6" CMU GROUTSOLID #5 @ 16" o% (V) #4 @ 24" 01c (H) EXISTING WALL TO REMAIN PL on 9' -10" 1' -0" TAN BLOCK ON EXPOSED FACE WITH CAP 2 #5T &B 3" CLR 0-5" #5 @ 16" o% CMU RETAINING WALL E (SPECIAL INSPECTION REQUIRED) TAN SPLITFACE BL OCK ONEXPOSED FACE WITH CAP 8" CMU GROUT SOLID #5@ 16"0 %(19 #4 @24 "o %(H) TANSPLITFACEBI B /ORETENT /ON BASIN 7° BASIN 4' -6" 3/4" 2 #5 T &B • 7' -0" 3" CLR g„ 3„ — 0 -0" CMU RETAINING WALL (SPECIAL INSPECTION REQUIRED) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ,l /p -5 -17 ri a DESCRIP77ON CITY OF ENCINITAS STATION "1051 LOCATION IN A CONC. DRAINAGE INLET ON WINDSOR W wjw L�• I 292.09 DATUM NA VD 88 m•r �w iu u/c CMU RETAINING WALL F (SPECIAL INSPECTION REQUIRED) SCALE HORIZONTAL: NONE VERTICAL: NONE k5 MODIFIED 6 "PCC CURB PERVIOUS PAVERS #4 CONT #4 @ 16" o% 8" CMU GROUTSOL/D , \\ / \\ #5 @ 16" o% (1/) \ \\ \// 4._4„ #4 @ 24" o% (H) 2 314" SIORETENTION BASIN 9„ #5 @ 16" o% 2 #5 T &B 3" CLR 10 9" 2x.0 CMU RETAINING WALL WITH PCC CURB C (SPECIAL INSPECTION REQUIRED) NOTE: SEE SHEET 6 FOR STANDARD NOTES, CONSTRUCTION AND DRAINAGE DETAILS. Er7r d. 601N/�R4JS 64TE KEYSTONE 4" CAP UNIT KEYSTONE COMPAC / COMPAC 1/ UNIT - X -0" FINISHED GRADE 6" EMBEDMENT -J' - 6" UNRE/NFORCED CONCRETE OR CRUSHED STONE LEVELING PAD 5' -0" MIN. TO DAYLIGHT TYPICAL SECTION 3.0' HT G COMPAC 11 UNIT )PESS, w No. 26404 m Exp. 3 -31-76 Jj civ0- �P 4TF OF CAl \F��� )ESIGNED BY. DRAWN BY. I CHECKED BY RGP RGP RDS PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 26404 BERT 80WARDS EXP.: 3 -31 -16 UN /T CORE FILL (314" CRUSHED ROCK OR STONE) — PCC BROW DICTH PER SHEETS 2 & 3 7T>-PCC — APPROXIMATE % EXCAVAT /ONLINE IETAINED SOIL PERFORATED DRAINPIPE (OPT /ONAL) WRAPPED WITH FL TER FABR /C SOCKSURROUNDED BY 1 FT. / FT. 314" ROCK MODIFIED 6" PCC CURB PERVIOUS PAVERS #4 CONT 6„ #4 @ 16" olc 8" CMU GROUT SOL /D #5 @ 16" o% (19 12 314" #4 @ 24" o% (H) BIORETENTION X -4" BASIN #5 @ 16" o% 9" 2 #5 T &B 1' -0" 3" CLR 6" � 9„ 7�6,, 2,_6„ CMU RETAINING WALL WITH CURB (SPECIAL INSPECTION REQUIRED) KEYSTONE 4" CAP UNIT KEYSTONE COMPAC / COMPAC // UN /T - NOTE•• 1. STRUCTURAL WALL DESIGN REVIEWED AND APPROVED BY ESGIL CORPORATION ON 6 -5 -15 AS PC # 15 -1074 2. NO BLOCK MATERIAL /MANUFACTURER /MODEL SUBSTITUTION ALLOWED WITHOUT APPROVED PLAN CHANCE BY THE CITY ENGINEERING DEPARTMENT APPROVALS RECOMMENDE APPRQV loi3o /IS i 2 /s' 5' -0" FIN /SHED GRADE 6" EMBEDMENT -J' 6" UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD 5' -0" MIN. TO DAYLIGHT UNIT CORE FILL (314" CRUSHED ROCK OR STONE) pUW L PCC BROW DICTH PER SHEETS 2 & 3 APPROXIMATE F�� EXCAVATlONL1NE �- RETAINED SOIL PERFORATED DRAINPIPE (OPT /ONAL) WRAPPED WITH FILTER FABRIC SOCKSURROUNDED BY 1 FT. /FT. 314" ROCK ►1 TYPICAL SECTION 5.0' HT. 00 W s STANDARD UNIT 21 " J m 10 " mw Z_ mom¢ WWU w z <0 ri a W wjw W Z_ $ " c DWI Z w ,Za m W O9¢ w Z M 0 TYPICAL SECTION 5.0' HT. 00 W s STANDARD UNIT 21 " J m 10 " mw CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q Lc RETAINING WALL PLANS FOR: 0 WINDSOR ESTATES DEVELOPMENT 12365 -G Lu z¢Z APN : 260- 192 -19 6 20 w ¢ a TPM 14 -047 sHEEr � of s JOB No. 15 -009 REV DATE 10 -2 -15 06 mom¢ WWU w z <0 wjw Q ZUY ro n c DWI w ,Za m O O9¢ w N UN U.w Z a CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q Lc RETAINING WALL PLANS FOR: 0 WINDSOR ESTATES DEVELOPMENT 12365 -G Lu z¢Z APN : 260- 192 -19 6 20 w ¢ a TPM 14 -047 sHEEr � of s JOB No. 15 -009 REV DATE 10 -2 -15 1. SET POSTS AND EXCAVATE A 2. STAPLE WgRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. M �a 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. �II ��� Ili II�II PI ICI 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC l�a Icy GRAVEL BAGS OVERLAP ONTO CURB � RUNOFF / GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 6" MIN. UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER s COARSE AGGREGATE - -- FILTER FABRIC ORIGINAL GRADE SILT FENCE DETAIL A GRAVEL BAG DETAIL (o) CONSTRUCTION ENTRANCE DETAIL N.T.S N.T.S N.T.S CHANGE NO. DESCRIPTION APPROVED GATE BENCHMARK SCALE �6 60� T DESIGNED BY: DRAWN BY CHECKED BY: I AS BLnLT l0 °5 /7 DESCRIP77ON CITY OF ENCINITAS STA77ON "1051" PLANS PREPARED UNDER SUPERVI IO OF LOCA77ON IN A CONC. DRAINAGE INLET ON WWNOSOR DATE: JD(Nvs- %'/% HORIZONTAL: 1 =20' ROAD APPROX. 250 NORTH OF SANTA FE AVENUE VERTICAL: NONE [� �'J / R.C.E. NO.: LQO air V ELEVA77ON 292.09 DATUM NAW 88 RAINDV R1 X31iliGViV OdT, RANDY / . BROWN EXP.: HYDRO —SEED NOTES 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.'l (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE- A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AND APPROVED BY THE CITY ENGINEER 2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO- SEEDED GROWTH J. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.- A. SEED MIX CONSIST OF NO LESS THAN : LBS /ACRES BOTANICAL NAME MIN % PURITY / GERMINATION 2 ARTEMISIA CALIFORNIA 05160 2 CASSIMONIA CHEIRANTHIFOLIA 90180 4 ENCELIA CALIFORNIA 40 -60 4 ERIGOMU, FASCICULATUM 3 ESCHSCHOLZIA CALIFORNIA 98180 12 FESTUCA RUBRA iVOLATE' 95180 1 LAWA PLATYGLOSSA 60160 6 LOTUS SCOPARIUS 90180 4 MELICA IMPERFECTA 80160 3 MIMULIS AURIANTIACUS 02160 PUNICEUS 3 PHACELIA CAMPANULARIA 98175 3 RHUS /NTERGRIFOLIA 2 SALVIA MELLIFERA 70150 8 VULPIA MICROSTACHYS 90180 B. ALL SEED MATERIALS SHALL BE 7RANSFOR7ED TO THE JOB - SITE IN UNOPENED CONTAINES WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER77FICA77ON TAG ATTACHED TO OR PRINTED ON SAID CONTAINERS C. NON -PHYTO -TOXIC WET77NG AGENTS MAY BE ADDED TO THE HYDRO =SEED SLURRY AT THE DISCRETIONOF THE CONTRACTOR D. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MUCLH (S7RAw) MAY BE SUBSTITUTED, ALL OR PARTS, FOR HYDRALICALLY PUNCHING NO LESS THAN 509 OF THE STRAW INTO THE SOIL. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY.- A. POUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.• a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP, BUT NIT SATURATED, SEED BED b.' THE ADDITION OF SOIL AMENDMENTS, pH ADJUSTMENT LEACHING, OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDIRON OF GROWTH. 5. HYDRO- SEEDED AREAS SHALL BE MAITAINED TO PROVIDE A VIGDROUS GROWTH UNRL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UNRL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. BMP LEGEND 0 LEGEND DESCR/PRON SYMBa z DIREC77ON OF LOT DRAINAGE MA7ERIAL & WASTE MANAGEMENT CON7Ra BMPs: W w___I MATERIAL DELIVERY AND STORAGE w WM-4 WILL PRBENRON AND CONTROL WM-5 SOLID WASTE MANAGEMENT w- -6 HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT z [Kil SANITARY WASTE MANAGEMENT TEMPORARY RUNOFF CONTROL BMPs: SS -6 STRAW MULCH SC -1 ALT FENCE -0--- Fs—C--51 RBER ROLLS` SC -7 GRAVEL BAGS x000000® SC -7 STREET SWEEPING & VACUUMING P EEid STORM DRAIN INLET PR07EC77ON 0wo w WE-1 WIND EROSION CON7Ra Q m FTC__ 1- STABILIZED COIVSIRUC77ON ENTRANCE Ll PERMANENT TREATMENT CONTROL BMPs: w No. 36190 m Fic-DiOl VEGETATED SWALE TC -32 BIORETENRGV r LOW IMPACT DEVELOPMENT Mft- LID 3.2 PERMEABLE PAVEMENT DESIGN NOTE : BIORE7EN770N BASINS SHALL BE EXCAVATED AND USED AS DESIL TING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZA77ON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL =1 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING N0, 0 RECOMMENDED: APPR VED: EROSION CONTROL PLANS FOR: z o WINDSOR ESTATES DEVELOPMENT 12365 -G z_ � z MASIH MAHER GLENN PRUIM APN : 260- 192 -19 6 20 ° DATE / S _._DATE? - " - -. -- TM 14 -047 SHEET 8 OF 8 w JOB No. 15 -009 REV DATE 10 -2 -15 0 � z W w z_ z III 3 QpOFESS /Oy9 'o Bq0 P co 0wo w c� Q m Ll wr= W w No. 36190 m r a z� Exp. 6/30/16 * 3 ' w l o LL 0 Z�, �T HIV �P OH w qTF OF CA0OQ� L� z a ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING N0, 0 RECOMMENDED: APPR VED: EROSION CONTROL PLANS FOR: z o WINDSOR ESTATES DEVELOPMENT 12365 -G z_ � z MASIH MAHER GLENN PRUIM APN : 260- 192 -19 6 20 ° DATE / S _._DATE? - " - -. -- TM 14 -047 SHEET 8 OF 8 w JOB No. 15 -009 REV DATE 10 -2 -15