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2009-10182 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 OWNER 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 SITE SHALL BE INSTALLED UNDERGROUND. 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 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. A SOILS REPORT PREPARED BY VINJE AND MIDDLETON ENGINEERING, INC ADDRESSING THE ACTUAL CONDITIONS ENCOUNTERED AT THE TIME OF CONSTRUCTION OF THIS PROJECT ADDRESSING COMPACTION TESTING OF IMPORTED AND IN -PLACE SUB -BASE SOILS, R-VALUE TESTING, AND PAVEMENT AND BASE RECOMMENDATIONS SHALL BE SUBMITTED TO THE CITY OF ENCINITAS PRIOR TO THE PLACEMENT OF PAVEMENT AND BASE MATERIALS SHOWN ON THIS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 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. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) 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 ONSITE 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 TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 10182-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 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 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 SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME 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 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 OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 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 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. CHANGE NO. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM WAGGAMAN AT (619) 990-5931, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT, 3. 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 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 POTENTIALLY UNSAFE. 7. 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 PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE, ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPIIMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL 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-COMBUSTIBLE 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 WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS 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 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. 3. 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 EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES 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. UTILITIES 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 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. 8. CALIFORNIA STATE 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 WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-1 8. DESCRIPTION APPROVED DATE BENCHMARK L,f O 8l3/l20 CITY OF ENCINITAS CONTROL POINT No. 1031 2.5" BRASS DISK SET IN NORTHWEST CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BLVD AND 700 FEET EAST OF WESTLAKE STREET ELEVATION: 183.00 DATUM: NAVD88 SCALE HORIZONTAL: V = 20' VERTICAL: 1" = 4' SEE INDIVIDUAL SHEETS AS NOTED SPECIAL DISTRICT APPROVAL SAN DIEGO COUNTY DEPT OF ENVIRONMENTAL HEALTH '-�"ru�t 108IGN DATE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION 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 STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION 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 MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 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 -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN 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 BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT 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 STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS 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 WITH 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 HOTLINE 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 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. 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 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION; FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMM U NI CATION S-(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 NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,200 SQFT l V ll L., 1 IMPERVIOUS AREA AFTER CONSTRUCTION: 4,825 SQFT INCREASE IN IMPERVIOUS AREA: 1,625 SQFT IMPERVIOUS AREA REPLACED: 3,200 SQFT 111clArI A0701:1wo w� OWNER MES WAGGAMAN ��\ Q �s SITE (760) 931-5931 SITE ADDRESS 305 PRINCEHOUSE LANE APN 259-130-28 \ Cn NN LEGAL DESCRIPTION \�\ \\ e alp A PORTION OF THE NW 114 OF THE NW 1/4 OF SECTION •14, yA T 13 S, R 4 W, SAN BERNARDINO BASE AND MERIDIAN, It l THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATES n\\\ N'. -y OF CALIFORNIA. SEE CERTIFICATE OF COMPLIANCE Je N RECORDED MAY 20, 2010 AS DOC No. 2010-0252603. mr Ott I� OWNER'S CERTIFICATEWE �\ 5arta HEREBY HAS BEEN OR WILL BE ETRETAINklHAT A D O SUPERVISE OVERSTERED SOILS ALL R OR GEOLOGIST GRADING VICINITY MAP N.T.S. DATE: SOILS ENGINEER'S CERTIFICATE I, S. MEHDI S. SHARIAT, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT I HAVE REVIEWED THIS GRADING PLAN AND THAT I AM FAMILIAR WITH THE SCOPE OF WORK REPRESENTED HEREON. THE DEVELOPER / OWNER HAS RETAINED THE FIRM OF VINJE & MIDDLETON ENGINEERING, INC TO PROVIDE CONSTRUCTION PHASE ENGINEERING OBSERVATIONS AND COMPACTION TESTING SERVICES FOR THE PROPOSED IMPROVEMENTS AS SHOWN ON THE PLAN, TO PROVIDE R-VALUE TESTING, AND TO PROVIDE PAVEMENT AND BASE RECOMMENDATIONS BASED ON ACTUAL CONDITIONS ENCOUNTERED AT THE TIME THAT SUBGRADE MATERIAL IS PLACED TO RECEIVE PAVEMENT AND BASE IN ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE CITY OF ENCINITAS. I HEREBY STATE THAT I WILL BE RESPONSIBLE FOR VERIFYING THAT THE IMPORTED SOIL TO BE USED FOR KEYSTONE WALL BACKFILL WILL BE NON -EXPANSIVE AND HAVE A MINIMUM ANGLE OF INTERNAL FRICTION OF 30' TO SUPPORT THE PARAMETERS USED IN THE KEYSTONE WALL DESIGN FOR THIS PROJECT. A RETENTION ETTER FOR PROVIDING ENGINEERING OBSERVATIONS AND TESTING DURING CONSTRUCTION OF THE PROMO D IMPRgVE ISSUED Y OUR FIRM ON JANUARY 21, 2009. SIGNE A !k _i Z Ir( Q Occ}fly �c,� C'S�1~ASgyp ," S. MEHDI S. SHARIAT, RCE 46174 DATE �� +`�. �� °' S'. L ENSE EXPIRES 12/31/2012 / J ;nNzLu r� cc cn Ex�. ' r2?i' g cJ� Exp. i2laiit'4� PROJECT No. 06-300-P f VINJE & MIDDLETON ENGINEERING, INC f''` 2450 AUTO PARKWAY, ESCONDIDO, CA 92029 PHONE (760) 743-1214 FAX (760) 739-0343 ti s`%F?;Ta 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 REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED 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 SUFFICIENCY 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. 'SIGNATURE: TE: 11.701 BRIAN DO D, 2617 LICENSE EXPIRES 3/3 04-a1-I- Z-,- RESOU DEV NT CORP '4Arl �q�JOL„J O �E'IIfJ51 'PA- 2410 STRO G CIRCLE, CARLSBAD, CA 92010 9Qq� Cp L14T P1'fICR 4 RSSoC• =, PHONE ) 42- 6 EMAIL: rdc@rdc2000.com �3'6rl•�� I�' STD of o. 03-007 Sot .Jf} 'Q �}, Ck 4z o-tr " R•7 VM EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1H : 1V " MAXIMUM VERTICAL DEPTH OF CUT = 0.0' ) MAXIMUM VERTICAL DEPTH OF FILL = 5.0' (DRIVEWAY CONSTRUCTION) OVER -EXCAVATE AND RECOMPACT = 300 C.Y. FILL = 500 C.Y. yVil�� ,. SHRINKAGE/SURFACE LOSS = 200 C.Y. IMPORT = 700 C.Y. REMEDIAL = N/A C.Y. ( REMOVAL AND RECOMPACTION UNDER AND OUTSIDE OF BUILDING AREAS: N/A) "AS -BUILT' BRIANZe%ALD, RCE 26 se Expires 3/31/2012 REVIEWED BY: >Q1„F II(,I I INSPECTOR Rxc 11-11•7-1 PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION DA PLANS PREPARED UNDER SUPERVISION OF DATE: leis S R.C.E. NO.: 26175 B IAN DONALD EXP.: 03/31/2012 T ENGINEERING DEPARTMENT APPROVALS RECOMMEND :SN APPROVED. i MASIH MAHER G�LEG S LDS 0/I.3f IL DATE DATE BMP PROJECT STATUS STANDARD ORITY STORMWATER TREATMENT FACILITIES TO BE MAINT BYHOM R IN ACCORDANCE WITH " AGREEMENT fDA4MNTENANCE OF PRIVATE ST TER TREATMENT ANDS ATER POLLUTION CONTRO ITIES EOWNER" bFm Date • ..1 V SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTM b H d DATE SIGN DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN F W-AGGA HARRIS MINOR SUBDIVISION `-' EHOUSE LANE, ENCINITAS 10182-G APN 259-130-28 PLANNING CASE NO: 05-050 TPM CDP. SHEET 1 OF 4 RESOURCE DEVELOPMENT CORPORATION JN04-G07U ?Lsor 2°(3 in SEPTIC SYSTEM NOTES There is an existing septic system serving the existing structures on proposed Parcel 1. Afuture vertical seepage pit septic system is proposed for a future home that would be constructed on Parcel 2. Both the existing and future septic systems have been reviewed and approved by the County of San Diego Department of Environmental Health under Project No. LMAP 271 // VPM 358. Each Parcel is approved for a standard septic tank connected to * feet of tile drain field to serve a three bedroom dwelling: provided the original soil is not disturbed in any way, such as cutting, filling or ripping. This does not constitute approval for commercial establishments. * Parcel 1 - Existing single family dwelling. Parcel 2 - 50' vertical seepage pit to serve a 5 bedroom house. Data and recommendations by Bob Sowards, RCE 26404 HYDROSEED NOTES 1) Hydroseeding shall be applied to all slopes that are graded 6:1 (Horizontal to Vertical) or steeper when they are: 1. Three feet or more in height in fill areas. 2. Five feet or more in height in out areas, unless slope is not subject to erosion due to the erosion resistant character of the material as approved by the City Engineer. 2) Irrigation shall maintain a moisture level of the soil at the optimum level for the growth of the hydroseed mix. 3) Hydroseeding Mix shall consist of all of the following: 1. Seed mix shall consist of no less than: Minimum % Purity/Germination a. 2.0 lbs. per acre of ARTEMISIA CALIFORNICA 05/60 b. 2.0 lbs. per acre of CAMISSONIA CHEIRANTHIFOLIA 90/80 c. 4.0 lbs per acre of ENCELIA CALIFORNICA 40/60 d. 4.0 lbs per acre of ERIGONUM FASCICULATUM e. 3.0 lbs per acre of ESCHSCHOLZIA CALIFORNICA 98/80 f. 12.0 lbs. per acre of FESTUCA RUBRA'MOLATE' 95/80 g. 1.0 lbs. per acre of LAYIA PLATYGLOSSA 60/60 h. 6.0 lbs. per acre of LOTUS SCOPARIUS 90/80 i. 4.0 lbs. per acre of MELICA IMPERFECTA 80160 j. 3.0 lbs per acre of MIMULUS AURANTIACUS PUNICEUS 02/60 k. 3.0 lbs. per acre of PHACELIA CAMPANULARIA 98175 I. 3.0 lbs. per acre of RHUS INTEGRIFOLIA m. 2.0 lbs. per acre of SALVIA MELLIFERA 70/50 n. 8.0 Ibs. per acre VULPIA MICROSTACHYS 90/80 2, Type 1 mulch applied at the rate of no less than 2,000 lbs per acre, Type 6 mulch (straw) may be substituted, all or part, for hydraulically applied fiber material. When straw is used, it must be anchored to the slope by mechanically punching no less than 50% of the straw into the soil. 3. Fertilizer consisting of ammonium phosphate sulfate,16-20-0, with 15% sulphur applied at the rate of 500 lbs. per acre. 4) Areas to be hydroseeded shall be prepared prior to hydroseeding by: 1. Roughening the surface to be planted by any or a combination of: a. Track walking slopes steeper than 6:1. b. Ripping areas that will not break up using item "a" above. 2. Conditioning the soils so that it is suitable for planting by: a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. b. The addition of soil amendments, ph adjustment, leaching or covering saline soils to provide viable conditions for growth. 5) Hydroseeded areas shall be maintained to provide a vigorous growth until the project is permanently landscaped or, for areas where hydroseeding is the permanent landscaping, until the project is completed and all security released. ROSEBAY CONDOMINIUMS APN 258-41-0-1 EXISTING 20'PRIVATE ROAD AND PUBLIC UTILITI PER DOG No. 2005-01967BS Rao 03/09r APPROXIMATE CIL 12' EASEMEN SAN DIEGO CONSOLIDATED GAS AND ELECTRIC PER DOC Rec 11126/1929 IN BOOK 17030E DEEDS, PC PARAD162: ENcIN17AS APN 268-141-02 EXISTING 1T EASEMENT TO SAN DIEGUITO A PER DOC Roo D610511987 AS INSTRUMENT No. ROBEBAY CONDOMI> APN 268-141-01 EROSION CONTROL GRAVELBAGS-....__:' TO BE LEFT IN PLACE DURING RAINY SEASON PAC 9ELL. APN 268-141-08 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK CITY OF ENCINITAS CONTROL POINT No. 1031 ' 2.5" BRASS DISK SET IN NORTHWEST CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BLVD AND 700 FEET EAST OF WESTLAKE STREET ELEVATION: 183.00 DATUM: NAVD88 I AGGt55 tAZ)tlwtly I rvU I U. ACCESS OVER PRINCEHOUSE LANE, A PRIVATE ROAD, SOUTHERLY TO I ENCINITAS BLVD IS BY PRIVATE ROAD EASEMENTS OVER FIVE ADJACENT PRIVATE PROPERTIES, SEE PARCEL MAP RECORDED TO COMPLETE TPM 05-D50 FOR DETAILS. I SCALE S E: t2.3t •z� HORIZONTAL 1" = 50' '�R�tRi1 +1e�vot;lt.� Wr VERTICAL N/A �C? 1Z•31 • L1 KEY MAP SCALE: 1" = 50' 0 25 50 75 100 EROSION CONTROL PLAN SCALE: 1" = 50' 0 25 50 75 100 ENGINEER OF WORK PLANS PREPARED UNDER SUPERVISION OF - DATE: RIAN D NALD, 6175 License Expires 313112012 FIRE TURNAROUND NOTE: FIRE TURNAROUND AREA SHOWN ABOVE TO BE KEPT FREE AND CLEAR AT ALL TIMES EVE:RINCHAM I, `APN 259-130-47 I I I I APPROVALS RECOMMENDED APPROVED �,j BY: BY: '"`�' MASIH MAHER Ei47S DATE: 9// 3/ / Z DATE: ` WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction. Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. END ITEM REFERENCE SYMBOL QUANTITY LEG EXISTING ELEVATION x 56.8 PROPOSED FINISHED ELEVATION EXISTING CONTOUR 42% SWALES AND FLOW DIRECTION DEMO & REMOVE EXISTING AC PAVEMENT NEW AC PAVING & BASE 4" AC / 6" CL II BASE zF'" TURFSrONAC PARKING AREA DETAIL, SHEET 3 KEYSTONE RETAINING WALL DETAIL, SHEET 3�5� OPEN SPACE EASEMENT FENCING 6' ORANGE VINYL �NOPA►KKEN4 t=%Ills LA'JC-"'S1W ENG.IF13 ST10. OPEN SPACE EASEMENT FENCINIG NOTE EASEMENT FENCING SHALL BE INSTALLED IMMEDIATELY UPON BEGINNING OF OPEN SPACE CONSTRUCTION. SIGNS CONFORMING TO THE CITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 100 FEET. LEGEND - EROSION CONTROL EROSION CONTROL GRAVEL BAGS CDCDCDC'-_D 300 BAGS LANDSCAPING NOTES 1. All slopes shall be planted and irrigated in accordance with plans approved, by the City Engineer. 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" a �; u,,;, >.rib j f '',11'.it ;� :,.x-f.f„. `X,� .r' m `l �. i) i ; -_ � z r' I . ; �.., ! l f/' f' r r" , „ \ , xe ', , .may �' x .. f w Z EXISTING KEYSTONE WALL o3 n \ 1171) \. Alo OA JL'K,=QJ G ...3 `, ,, , y♦ .a. t� i `/ € t / ! i ,r+ } . i -(1 / e� . l , b'• -! TO REMAIN 'Cr° Ex�' \ \.. `w,-fTRl3 1.l�'/ G" \ / .+� _ a : , t _. �, , . "� \.:, i l �!_ ^,. si, r z o' r y" .. „0--- �' A 0 �: �^w., I ,M� fib✓ ,,,......s ....... ... ...A , I ♦ t `� {,t / ,!'`` l.!' /X't.•. « j 6 4 a,'✓ �'S 4 '"I" .,,:•+i s _ ", _� - -.- 6i [A ��t \,`` ,'\, ��\_ i • i�) � Q, 3 •% its (n ': : i' pp \: ( .�_ //'' z.. _ "i' Jam,.""' s. I „1 .,#•..,:435. i i 1 / / !!! ;,/ / / / �` £"' .r•'a; �. ;, y N + i2ei if1 ,,, ,.,." .,'�--.,.......«..._,,.,_..� .., _. ,I. 1 It i. f I i {i - _ 3a ♦0 pl ,-•"•-"„_.'�' i 1. ._ ---� 1.4� '" ;1 0 " "' ,,, I � I a, 11 ( ----11�7 ------- �/ .:�1. o .., mt- w .. ...._ «........ TPA.LMix \4 IL ._ .... ,., I _ _. - i. I ° ,♦ , , / /: 3'' \'./. ♦E z S� �? yam,( -,.,.. �' may", -w; 4j'♦"''.. �`...;. '^,. �� \ } / // r►0u�E3A t �.��1Dn�yJJNIU»J y� 2 ____ m .., �� . _, I ' ''wy NG ,. f"h \",.,F ...,,. r I/ I 1 v\ \ g �s ✓ r // r �'v° ', ✓ ��,�,,Ot�, OF., \S'`' 1N ,+.� `'` FOP ``•. t '.5 „r A?N 258J 1�J 1J J 1 ' r' , f' _ I - T1- w��11 ,: , - f o -J P/L ESMT EXISTING 30' EASEMENT PER DOC No: 2005-1096785 1 20 I NE W AC P VMT & BASE j' I 250 _ I 250 M 8' BMP ONRYWALL--B TURFS1t�n/EPARKING 4E EXISTING MAS w PER DETAIL BELOW 245 245 H... ri 2% - r J 'LL ------ - _ -- r" _ 240 L--` I EXISTING GRADE40 . EXIST 17 AC DRIVE To Be Removed & Replaced STRUCTURAL SECTION NOTE SECTION A -A THE STRUCTURAL SECTION SHALL BE DESIGNED BYASOILS NO SCALE ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R-VALUE TESTING AND A TRAFFIC INDEX= 4.5 THE MINIMUM SECTION Esmt Esmt SHALL BE 4" AC OVER 6 CLASS II BASE. EXISTING 30' PRIVATE ROAD 8 UTILITIES EASEMENT PER DOC No. 2005-0196786 TOTAL PAVEMENT WIDTH VARIES I I 16MIN TO 24' MAX I Exist 12' AC Drive I Substandard AC to be PROPOSED PAVEMENT WIDENING �, ` Removed and Replaced _ ..._..._ .... __ 265 1. 265 ._ 4, --_...__. .... 6' AC Berm I EXIST ROCK WALL "+ - Varfes 260 1...... .. _. '- SELECT WALL BACKFILL-• r ur zo I "�: j o . __ . 255 .... __........_ I - 1 255 PROPOSED NEW KEYSTONE RETAINING WALL per DETAILS SHEET 3 EXIST GRADE SECTION B-B NO SCALE - Esmt Esmt _ EXISTING 24' PRIVATE ROAD EASEMENT PER DOC No. 2005 0916785 1 P/L I I--12' 12'-J4' 16' 1 16' 1 K _. _...._.. I Exis t t AC Drive � �.__. 265 _.._- __ _ § 265 EXIST 4' BMP LANDSCAPE SWALE PER DWG No, 6402-G I , .2 N f I..._ ,, __..... 260 260 1 I I __ _ .... _ 255 255 EXISTING KEY§TONE RETAINING WALL - � SECTION C-C i NO SCALE EXISTI ROi KMAALV 0 REMAI '! .. EXISTING MASONRY WALL ,- - - - € NE !''CURVE DATA }r \ , i , 7 1 PA M3 - ..- p ' : i .--... w _ ",._,..,I �xb ' � 254.5, � ' ' { .",' CIL D - 58°25'01", R-75.OiNf L-73 65' i - tY' ',� �y-' li'� STAP �i '`Y,., �"". � {' � \ �,t � P i7; CROSS o 9 , L:NOTE. , i / :: �`Z� 1t 4' € ri`; / Berm - D = 56°25'01", R=75.00', L- 85' I .,.. , `Y1" �' � ' ', / � I-' P/L *.. TRAIN 1M W R `rION FROf fi` /` I : . F ..;: x I 1V f / I \.. N 'r. �1,. 't i \' . w , I B. 4„ AC 2% FALL TO;THE W S`f AT 1+7@,TLC }! i 11 T ,,"` , _u ��' 12" E !i j0 REPdAI d \ ��! � _� \.. �l ; `S , , ` I j l i U „_ . •,:, ,29n F9EL:Tp'TIIE ST AT?+2� '' _., � / � \ "" ♦ ( . , .I,_ ... ,M � - ,,, , ,, / ,.� ., 2 T RF STONE PAVERS �6 ,t l / l •, ;r ----- __ _.,- _- \-._,_,.,,.----_._-__ _.I, ?� 1 4 MIN 3" THICK 6" C l BASE -,: �,._ / ' I ...................w. r f - tisx .,,r-# ''h, '♦,: `>,. I i ! 4.:.. ♦` ,,,♦ /j. 1\.....,.,,, ,`*, ' ,r W/ 3J4 GRAVEL FILL /� I: ( f f ING 30' PRIVATE ROAD AND UTILITIES EASEMENT t �_.,_ "ter '"'/ad` - " j' t y fl "%TO APN 259-130.37 PER DOC No. 2005-Di96785 E ?� `� `� I l 251.3 2 .5 BW ' \. i ,„. / r t ' �- --�• , H = 2.T r j , 1 € AND PROPOSED EASEMENT TO PARCEL 2 f , fj 3, 4" R • ( / y .i PROPOSED NEW KEYSTONE WAL \ I I ISE TO P/L 2go_ EXISTING FOR 25b.5 TW'='2 z% r.,_- �_ ,tl r j OEtRRNATEROADWIDENING I \ :� Pit _........ _.......... .....KAUFMAN&LIFVERST REMAIAJ,.. '' N: H' ! r \. , i ? EXISTING HOUSE € ; __.,_... -_,, ..',11'' I , �:»:,. SEtd SL�TIONS AND DETAILS, SHEET 3 P A RC E 1 yt-•�---- :; N r .r-'^""'_^'-- i I _'' Ya`t CURVEDATA/ ` / a E 4 I 1 "'i >w ?rye r $ x 6.� ° .�_ "., E . c: b�t %" ' �, is i 's .a �'' ♦ -24..,,....- ! > >/.` x ids !i;•t4!Z' - t r a rf.. __ C/L - D A9°12,'00",R=75.00',L=25.13' t I EXISTINGSTUD�OlSHOP ' ' "', i» 2111 X PC FLUSH CURB ` I _ .. _ ,_.: .r f' / Berm D ` 19'1rol " _ _ ; i 1 6" 16" C I } fi R 1 I $3 L / ,: : " a ♦ 4 ITT„ �,. _ 1 �s8 `x l i 7 i , r t . _ .-. 1+76.26 BC ( HEET 3 1 ww , SEE o >x I EXISTING - IJ r 'I I�EGIN AC B ✓ G " w PAFiAL�J r �J CJ1�JJ J A J w'• z \ �.. `` :. _, TYPE 1 : 1+ 0 2+15 `;�2 0° < H <2 $ I- i. YARb AR A - NO GRAD N PRO OSEb SEPTIC TA _: /...: 2" OF 3/$" GRAVEL KEYSTO WA L TYPES �J TYPE 2 2+15 T ( TANK I QA € : +50 28<H<40 I Att�� \\ 11 �] it - - 0 f fN y 1". �il�� k' '� TYPE 3 2+50 7Q 2+ (>?'-0" < H < 6' 0 `. _ .._,... i i \� � r-- r-II --I� I ` -- , ::: .: 6" OF 3/4" CRUSHED ROCK J-�`J JJ•IJ J f J L/ 'I sd�.l ^�/1. »%„✓' .F .,. r I `1 I i L� --- ti. ___ ... ... I.I EXISTING B" PVC WATER 'u '; , , � I G SUB•STANOARU., I • I11 rd s' j ✓ .... AC PAVEMENT TO BE R�PLACE♦R 1 i j I `,� ',, 111 .,'_ i I i ,.�...� - -:ry_,. - .; r N MAIN PER WO 86 27 y \ I %i IL;. �, „Ii ... I I j ,., /, , -BMP TURFSiON�. SWALE ,� .. I 1 ,z v i , �. , ... ._......... .....„ ._,,, __ . EXISTING MASONRY WALL--� L: 1 L "' �. N '3 ...__ • ' I 6lNSTRUCTIOtJC1l \ i I 4 j 1 ' TYPICAL SECTION = I \ /, 00 /4 Y11 I \ 14 - � _ EXISTING I t , J \ f jI \ I... 1 + 15 TO 1 +70 / 1..ky !1 0 �• 1 "T�-'`,',_.,.� `'�•. PROPANE TANK' O SCALE _._11 , � � 1 x, $ 4 -: I �t I I W 1 ` N Y ____I ? ,1. �11. / 2r° � t I ` ,a 1 a - EXISTING MASONRYWALL l w , -, `' f ;{ EXISTING { �I' ! a' BMP TURFS4eaf,sWALE PER DETAILS THIS S(iEET t € k f N A 3 „ Y � ; ,__. \, y� I SEPTIG,TANK ; 1 Ij ( I 8 4 AC ------ I t 1 ! ..- PJL +1 L PETOCENTE 11+15TOEND` ''-:' i 1 \ 1 11 �- ; t" I � 3 LEVEL CROSS SECTION 1 D0 to 1 5 S 0 R `' � ....... n SEE ENCROACHMENT PERMIT No. WITH SAN DIEGUITO WATERDIST' CT j� lr 1 \. �` � I EXISTING VERTICAL v U R € E- 1+�NE PAVES OVER ,. 1 �„ 1� ; - s - n�„::. -" `, i EXISTIN VERTICAL `� , '; ; t. ,'` T RMIN 3" THICK 6" CLII BASE v (/ FI F4 ; s._ i \ € \ SEEP GE PITS t \ ,11 ` 'i SEEPAGE P1T ; i (' I W/ 3/4" GRAVEL FILL f t ,'l 11 J l ,. 11 '} PUBLIC SEWER NOTE: /' I/ ,I LK � ' ` i STING WATER SERVICE t 1' s � ' --------NEAREST EXISTING PUBLIC SEWER MAIN I6 LOCATED APPRO IMATELY li f ,:,x£ ff' : y " SE VING 00CEL 1 TO REMAIN 3 i, "'•, l '\ ? \ PROJECT SITE IN ROSEBAY DRIVB I I I i , I z� r ``: \ i i 340' W ESTERLY FROM THE PROJ v ,1 \, „ o 1_ ".. T t-r s d E: :>.,.k ,,, ,. _ NiS LL..tAI�"fPAA16iU& r-SAX.4rA'IJE .__.,. r} /' I L-. -r .,.. :1111 L T PA o 6 RISE O 2 r E 177�Ft! iTkµO�ktSb'.......... 693 �a. i IM x.11 %"�. r I , ,..'.:✓ , , A9 Owl w..LT d RLl"11, ..�... - ._ .... .. .. .. ` ...1 .. ;_, �. E •z` , �'>:" z ♦ ,M s...N F > M .'.i-•.... !tti. `",..., !!!H ' \. f 7 ARChO>\'. P ,...+erV!•RlY L. ."�^ �1. /. f �iz?'za�+.at /, Rs s t ..: 4x•.. ....r..�r. a, 'i f .E... . r ......__.,� ,. 89°52'52"E 675.04' I f, / % ' ^ � x1 P CURB r ''" _._ /. / >i................................. I w tf00 /� 6" 6" CG f ! _ \, STA wC�ONSTRU TION - ? J-J �t ( / \8awX24"dPC�CUT F WA(L ..._,4� r „. _._m. r - ' ! L-' A J AT END OFTk1RF'SIOM A�.E r : + i r.. ---- r I 1 r „_ __ _ .. 1 i1 1u. \ rY / ID / / y'fyL { STING AC PAV$MENT TO ENCIIdITF�S BLVD , t - - _ ._ .11 I _ -.'.:....-/� % / - (k50't} ffl REM AS Is 1 A s o i� ,! 2 OF 3J8 GRAVEL AIN l i PJ`J ,.%- J' '% I �QCIVA( ty ilt �Vit S ON i3 it. '" ! = 1 1 r j CRENIt7l16E 1 ` <c F c ` S`�t " v .� w I ' { I ! ; i 1 ` ? ; j i E �y BRIA y s\ �.` S �JiL."( �' Z _:.,E ; fJ;t ; t i_. _..... ._,,..t\!'I 1 1 1i. ` E4 (. 1 �ii e ! 1 ((! N rn 1 1 'S ;, , 6 OF 3/4 CRUSHED ROCK ,..,,.....1 i � �' ... i j ♦, 3 t � >, i Na 6175 . fi ICI. I I . II ; I PLAN 'n )Y w � rotessi al q. TYPICAL SECTION -BMP TURF;StONE SWALE w 'so kV0%;0a "DM"- 1+00 TO 1+15 - TRANSITION TO FLAT DISPERSAL SECTION Z - SCALE: V = 20' FOPC A�1F0 PC 7*5\ z s o _. 10 2D 3o ao 50 1w 12.31•Z\ NO SCALE Z w REVISIONS APPROVED DATE REFER ENCES DATE BENCHMARK SCALE .FIRE DEPARTMENT ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. aft-utoiLN- F1rb D � - e4v/2o CITY OF ENCINITAS CONTROL POINT No. 1031 REVIEWED AND APPROVED BY: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED , el,RADING PPS=FAR: 1 01 82-G 231 BRASS DISK SET IN NORTHWEST CORNER OF DRAINAGE BY: BY: A RRIS MINOR 5 U B DIVI SION Q BOX ON THE NORTH SIDE OF ENCINITAS BLVD HORIZONTAL AS NOTED. MASIH MAHER G E ELOS ,, _to AND 700 FEET EAST OF WESTLAKE STREET DATE: 9. ( . r z- 305`PRI CEHOU5E LANE, ENCINITAS VERTICAL AS NOTED NAME DATE B AN DONALD, RCE 26175 DATE: $ I13 DATE: 05-050 TPM / CDP SHEET 3 OF 4 0 ELEVATION: 183.00 DATUM:NAVD88 License Expires3131/2012 RESOURCE DEVELOPMENT CORPORATION IiV53=9979- *?LsA- Lv3 \ KEYSTONE RETAINING WALL DETAILS AND SPECIFICATIONS KEYSTONE WALL SPECIFICATIONS NEW AC PAVEMENT &BASE p 4" AC OVER 6" CL I BASE Base Leveling Pad Notes: Standard II Unit Cap Unit 1.0 APPLICABLE CODES 1.1 ICC Report No. ER-4599: The Keystone Retaining Wall System shown ftEMOVEEXISTINGACBERM NEW 6" 18"BERM 4" Cap Unit 8" Keystone 1. The leveling pad is to be Width: 18Width: 18 EXIST!NGGRADE KEYSTONE CAP UNIT Fconstructed of crushed stone * on these plans shall be constructed in accordance with all the + Unit Depth: 18" Depth: 10 1/2" TOP OF WALL ar2,000psl±unreinforced Height: $" Height: 4" requirements of the above report dated March 1, 2004. Specific materials ,A concrete eight. LU Weight' W 106lbs s and design parameters used for this project are as specified below. ::., • .... < :s ,; a'° ° EXISTING AND FINISH GRADE 2.The base foundation Is to be 1.2 Uniform Building Code: The Keystone Retaining Wall System shall be •__', FIBERGLASSPIN Z ao AT BASE OFWAL_ REMOVE EXISTING AC PAVEMENT - N approved by the site geotechnical desi ned and constructed in accordance wth te as detailed g ih2004 UBC IMPoftreD sELEcr A -------------- - -----_ engineer prior to placement of the in ICC Report No. ER-4599. RETAINED EARTH leveling pad. Unit It Face n a , 1.3 Local Municipal Codes: Building and Grading Permits for the UNIT FILL (314" CRUSHED ROCK) construction of the Keystone Wall Retaining Wall System are required by cLE LEVELING m ,8" or 16" Ste Local Ordinance. All required permits shall be obtained prior to the WADARDSPECS DRAINAGE L "THICK MIN - Q STANDARD 1BLOCK 1 6 Crushed Rack cr p p SEE STANDARD SPECS 6" THICK MIN STANDARD II Unreinforced Concrete construction of the wall system shown on these plans. GEOGRID: Leveling Pad _ NONE REQUIRED 2.0 COMPONENTS Elevation r is 2.1 Keystone Units: Standard Keystone concrete units shall be used. w Fib x l 1s m 2.2 Fiberglass Pins: Fiberglass pins as called out in the reference report WALL TYPE-1 - GRAVITY WALL Fiberglass Pins SIN shall be placed in the rear pin holes of each course of the Keystone Wall I' Front Face H = 0' to 2-8" MAX - 2+00 TO 2+15 �` ' m .» units to provide approximately 1 inch setback per course. . �� 2.3 Drainage Core Fill: Drainage core fill is 1/2 inch to % Inch rock placed Excavation between and behind the units. Drainage core fill shall extend back a W 12" Limits minimum of 2 feet from the front face of the wall 2.4 rid: Geogr Geo id soil reinforcement is required for all wall heights over 4 KEYSTONE WALL TYPE LOCATIONS . g Section TYPE 1 - 1+90 TO 2+15 2'-0" < H < 2'-$") / feet. The geogrid fabric shall be "StrataGrid 200" manufactured by Strata ( „ „) 6" Crushed Rock or Y% TYPE 2 - 2+15 TO 2+50 (2'-8" < H < 4 0 Leveling Pad and Cap Step Detail Unreinforced Concrete Systems, Inc. or an approved equal (written approval is required prior to TYPE 3 - 2+50 TO 2+95 (4'-0" < H < 6-0") Leveling Pad �n construction for substitutes). The geogrid fabric shall be placed at the vertical locations shown on the plan details at the minimum length called NEW AC PAVEMENT & BASE _ z' out. 4" AC OVER 6"CLIIBASE Standard II Unit/Base Pad Isometric Section View 2.5 Compacted Backfill: Wall backfill materials shall be granular, well- REMOVE EXISTING A BERM NEW 6" BERM draining, and non -expansive. The project Soils Engineer shall approve all EXISTING GRADE � KEYSTONE CAP UNIT Dimensions 8� Weight May Vary by Region backfill materials to be used and shall moniter and test the backfill to roPOFWALLELEVONPLAN ensure a minimum compaction of 90% of the maximum dry density. f 3CO RSES 't 6 Imported backfill materials may be required.) , 6. TOP OF WALL = "' � E . � TO GEOGRID � REINFORCED SOIL 2.6 Wall Drains: 4 inch diameter perforated wall drain pipe located at the REMOVE EXIST 'NGACPAVEMENT GILECWaRl❑ b - back base of the reinforced soil mass is required as detailed on the plans. L=5.5 k z q p EXISTING GRADE - •. ¢ ` Wall drains shall be connected to outlet pipes through the wall with at a EXISTINGANDFINISHGRADE " wB FIBERGLASS PIN AT BASE OF WALL • ' UNITFILL �� minimum spacing of 8 feet on center, or connected to a single outlet at '' (3!4"CRUSHED ROCK) the lower elevation end of the wall system if a suitable outlet location Standard II Elevation MIRAFI 140N FILTER FABRIC BLOCK TYPE: exists. BETWEEN UNIT FILL AND RETAINED EARTH a CRUSHEDSTONE STANDARD II 3.0 DESIGN WALL DRAINAGE LEVELING PAD o m " THICK MIN GEOGRID: 6 3.1 General: The Keystone Wall System shown on these plans has been SEE STANDARD SPECS MIRAFI2XTC designed in accordance with the requirements of the reference report ED using the Keystone Design Manual and Keywall Design Software WALL TYPE 2 -REINFORCED GEOGRID WALL - provided by Keystone Retaining Wall Systems, Inc (Version 3.1.3). - - 00 • 'n the firm of Vine & H = 2'-8" to 4'-0" MAX r 3.2 Reference Soils Report: The project owner has retained e j Middleton Engineering, Inc to provide supervision of the placement of imported wall cD Q backfill soils and to inspect the wall footing excavation prior to the placement of wall leveling base at the time of construction. It is the responsibility of the soils engineer Geogrid is to be Placed on Level 18" to ensure that the backfill soils are suitable for wall backfill and meet the specified Backfill and Extended Over the Soil Design Parameters itemized in Section 3.3 below. Fiberglass Pins. Place Next unit. 3.3 Soil Design Parameters: Soil Design Parameters used in the Keystone Pull Grid Taught and Backfill. Standard II Plan Stake as required. Retaining Wall design calculations are specified in the Soils Report and are noted as follows: Grid &Pin Connection Standard II Unit 3.3.1 Design Wet Density of Soil = 120.0 pcf. NEW AC PAVEMENT& BASE 2' Dimensions May Vary 3.3.2 Design Angle of Internal Friction = 30 degrees 4"ACOVER 6"CLIIBASE by Region 3.3.3 Apparent Cohesion = 0 psf EXISTING RC BERM NEW 6" C BERM 4.0 CONSTRUCTION KEYSTONE CAP UNIT 4.1 Foundational Soils Preparation: Excavations for leveling pads and the TOP OF WALL ELEV ON PLAN reinforced fill zone shall be inspected by the project Soils Engineer and - ; y 3cauRSEs ^` approved prior to the placement of leveling pad crushed stone. TOP OF WALL 8 4.2 Wall Construction: The reinforced soil Keystone Retaining Wall System o roGEOGRID �,, RENFORCEDS71L , �� Cap Unit Elevation Cap Unit Elevation shall be constructed in accordance with Section 2.4 of ICC Report No. _ _GEOGRID EXISTING GRADE- L - 77,. w E R-4599. FIBERGLASS PIN w = 4.3 Wall Drainage: Backfill drainage is required and shall be constructed as UNIT FILL f Q +I -M (314" CRUSHED ROCK) w ~ -04 follows: 4" perforated PVC (SDR35) located as shown in the details surrounded I °Y"` BOTTOM COURSES MIRAFI 140N FILTER FABRIC BOTTOM OF WALL 04 - wrapped in filter fabric MIRAFI 140N BETWEEN P TO GEOGRID r � t EXISTING AND FINISH GRADE O O '• by a minimum of 2.25 cubic feet of 3/4 gravelpp ( GEaGRID _. or equal). Outlet to low end of wall. Soils Engineer to approve oultet location and ~,,L 4 ATBASEOFWALL - and drainage tile location behind wall. Inspection of the backfill drainage is required - -- --- ----- ----- - --- 18" 1s" prior to the placement of compacted fill. a WALL DRAINAGE 4.4 Backfill Compaction: Backfill shall be compacted to a minimum of 90/o BLOCK TYPE: • SEE STANDARD SPECS CRUSHED STONE STANDARD II Cap Unit Plan Cap Unit Plan I d density. The project Soils Engineer shall test the backfill as it is - I LEVELING PADIII om dry 6' THICK MIN GEOGRID: placed to ensure that the required minimum compaction is attained. <� `� MIRAF12XTc �.��0 CIV!(��/ 4.5 Special Inspection: Special Inspection is required in accordance with � sRiAN � �Universal 3-Plane Split l0 UBC Section 1701No. .5.7.1. and Section 2.5 of ICC Report No. ER-4599. w N `" Cap Unit Option Cap Unit Option ALL TYPE 3 - �4EINFORCED GEOGRID WALL _ `� i s17 !"B5 * � Dimensions &Availability Dimensions &Availability � /' --- s rafessi al \�- s H = 4'-0" to 6'-0" MAX 9r Will Vary by Region Will Vary by Region FOF 'A*�* �! OF CN� REFERENCES DATE SCALE BENCHMARK ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFE sJI I trN�sl�of Y 8l3//ZO CITY OF ENCINITAS CONTROL POINT No. 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENCED APPROVED d_ AGE PLAN FOR: 2S' BRASS DISK SET INNORTHWEST CORNER OFDRAINAGE BY; BY: 4 ARRIS MINOR SUBDIVISION �� 82 G HORIZONTAL AS NOTED BOX ON THE NORTH SIDE OF ENCINITAS BLVD MASIH MAHER G2C Xt 6445 �¢,q,J qjL�•-� �P1'rl: AND 700 FEE`r EAST OF WESTLAKE STREET DATE: . . �Zr INCEHOUSE LANE, ENCINITAS Ttx -71L-5j I VERTICAL AS NOTED BRAN DONA , RCE 26175 DATE: �l 21 IZ DATE: 05-050 TPM/CDP SHEET 4 OF 4 i+/�\ 12•'��•2\ ELEVATION: 183.00 DATUM: NAVD88 License Expires 3/31/2012 RESOURCE DEVELOPMENT CORPORATION iNO3.9� w w 0 Lu O 0 0