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2013-11518 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 JOHN AND ALICE HAMMOND CO HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN HAMMOND CONCRETE WASHOUT 2759 SILVER OAK PLACE �u ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE (619) 204 -1933 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ESCONDIDO, CA 92029 y aZ OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 2 0 N ^ 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS G G m DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 181 NORTH VULCAN AVENUE _ �o N m DRAINAGE NOTE -o STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID ENCINITAS, CA 92024 y 0 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. n CONSTRUCTION SITE ACCESS APN: 256- 400 -71 cn A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT YL SITE TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION O AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. PANELS /PLATES. PARCEL 2 OF PARCEL MAP NO. 20150 y UTILITY NOTE 2 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES ENCINITAS BLVD. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. GENERAL NOTES 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 EROSION CONTROL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OWNER'S CERTIFICATE FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, VICINITY MAP ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL N.T.S. INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE THE SITE. 2. THE GEOTECHNICAL REPORT TITLED "TWO RESIDENTIAL LOTS 189 N. VULCAN AVENUE ENCINITAS, CA" INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PREPARED BY C.W. LA MONTE COMPANY INC. DATED AUGUST 15, 2011. (JOB NO. 116028) PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND "GEOTECHNICAL REPORT UPDATE, HAMMOND RESIDENCE 181 N. VULCAN AVENUE ENCINITAS, CA" 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SIGNATURE: / / DATE: b PREPARED BY C.W. LA MONTE COMPANY INC. DATED JANUARY 7, 2013. (JOB NO. 126159) SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS /JOHN HAM ND ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. � DATE: //?2 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 ALICE HAMMOND 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION I$ NOT IMMEDIATELY PLANNED FOR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. GRASSES TO SHIELD AND BIND THE SOIL. I, CLIFF LA MONTE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 08/25/2011 AND FOR REPLACED OR REPAIRED TO CONDITION 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON 01/07/2013. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY EXISTING PRIOR TO GRADING. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ON-SITE CONSTRUCTION MATERIAL STORAGE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL REPORT FOR THIS PROJECT E BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY ENGINEER OR A LICENSED LAND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SIGNED: ti SURVEYOR. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 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 GE NO.: 4W'l � W. el 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A ' <C �� PR SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE: 12/31/2013 SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. No 495 °� � FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY .+ (� AND /OR THE TURF/LANDSCAPED AREAS. TRAINING JOB #: 126159 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN '44A OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR W LA MONTE C COMPANY INC. ®TCH@r SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE C C W PALM AVENUE, LA MESA, CA 91941 ��� ° UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM LA MESA, CA 91941 DRIVEWAYS SHALL HAVE A MINIMUM 2 /o CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN o SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. LA (619) 462 -9861 5. A HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. IT TO AN ADEQUATE IMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION STATEMENT OF ENGINEER OF WORK MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY WITHOUT A PERMIT FROM THE CITY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS BE PROVIDED STATING: "THE GRADING UNDER PERMIT WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE NO. 11518 -G HAS BEEN PERFORMED INSUBSTANTIAL CONFORMANCE WITH THE APPROVED IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM 'APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY OPERATION. DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER \ AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL SIGNATURE: DATE: r OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS LAWRENCE E. COLE SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE SURFACES. FOR THEIR INTENDED USE. LANDMARK ENGINEERING CORPORATION o pROFESSip ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 3443 CAMINO DEL RIO SOUTH, STE 204 �e4 R (,CE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SAN DIEGO, CA 92108 Q pl ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID PH. (619) 260 -0420 DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL FAX (619) 260 -0456 No. 36292 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE RCE 36292 EXPIRES: 6/30/14 Exp. 06/30/14 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS EARTHWORK DATA sgTF OF clvo- CAL\FC��� 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN STEEPEST EXISTING NATURAL SLOPE ON -SITE = 34% H : 3 V 1 ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MAXIMUM VERTICAL DEPTH OF CUT = 8' MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL = 4' TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CUT = 473 C.Y. FILL = 204 C.Y. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, EXPORT = 269 C.Y. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT! OF WORK: REMEDIAL = N/A C.Y. (_N/A ' REMOVAL AND RECOMPACTION UNDER AND N/A ' OUTSIDE OF BUILDING AREAS) A. SEWERS - LWWD - (760)- 753 -0155 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH B. GAS & ELECTRIC - SDGE - (760)438 -6200 6838 SQFT SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL C. WATER - SAN DIEGUITO WATER DISTRICT -1- (760)- 486 -3592 TOTAL AREA OF LAND DISTURBANCE BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT D. TELEPHONE - SBC BELL - (760)- 489 -3411 AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE BMP PROJECT STATUS REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ACCORDANCE WITH THE GRADING ORDINANCE. Q FESSBC PHONE: (760)- 633 -2770. � LANDMARK ENGINEERING STANDARD 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED p' 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE! (760)- 633 -2770. ALL WORK OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ' �� ® I PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. CORPORATION HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. No 36' APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY Ito IMPERVIOUS AREA 3443 Camino Del Rio South ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. tl� j % IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 111 SQFT Suite 204 San Diego, CA 92108 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN v IMPERVIOUS AREA FOR DRIVEWAY: 1144 SQFT FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY I °® �' IMPERVIOUS AREA HOUSE AND PATIOS: 2135 SQFT (619) 260 -0420 PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE 92X 07 ®7- TOTAL NEW IMPERVIOUS AREA: 3279 SQFT PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DI DISTRI CT WATER DISTRI ENCINITAS FIRE DEPARTMENT 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 kGEWN A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE 1'HE CLEVA=NS S NOwa/ NEREON ARE REMOVAL. SASED 6W NwD a4 D.4mm. ADD _ �- 9 /iq 13 4 R 2Y t 3 ��.�_- �� �� /s a.��1 fD %HC' ci El/ S /t/O(4!/V i6/1 NRVD Sr SI N LW lit tJinA"Y DATE I N DATE SIGN DATE N DA E SIGN DATE SIGN DA E SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED �. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED B : DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT AP RO S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LEC I MEG I LEG AS - L/1� t0 CITY OF ENCINITAS VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISION OF REVIEWED C.1 GRADING PLAN FOR: STATION "ENC -32" PT. NO. 1032 - 181 NORTH VULCAN AVENUE DATE: t� A JOHN AND ALICE HAMMOND 11518 -G 2 SD. CO. ENG. DEPT. BRASS DISC SET HORIZONTAL: N/A � ✓� IN TOP OF CURB ON THE EAST SIDE - MASIH MAHER C42519 GLENN PRUIM C51274 VULCAN AVE., 200 FEET NORTH OF E STREET VERTICAL: N/A _� R.C.E. NO.: 36292 ENGINEERING /PUBLIC WORKS APN: ZSB- 400-71 DIRECTOR ELEV: 89.86 DATUM: NGVD 29 LAWRENCE E. COLE EXP.: 6/30/14 DATE I I 13 DATE /i /%/3 PLANNING CASE NO: 13 -016 CDP SHEET 1 OF 4 v N^ 1 0 N rn Q U O O w 0 z O� N w a 0 w�0 N U' 0 (o z to WRU ZwN Z04 w00 Y Z N � U m ZM gMa 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 WILL BE 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 F 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 EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THE LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ENCINITAS FIRE DEPARTMENT NOTES: 1. "NO PARKING FIRE LANE" SIGNS PER FIRE DEPARTMENT STANDARDS SHALL BE IN VISIBLE LOCATIONS. SIGNS SHALL BE POSTED ON BOTH SIDES OF THE 17 FOOT PRIVATE ROAD. SIGNS SHALL BE STAGGERED EVERY 75 FEET. CONTRACTOR TO CONTACT FIRE DEPARTMENT FOR PROPER SIGNAGE REQUIREMENTS. 2. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 3. FIRE APPARATUS ACCESS ROADS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED ISURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 4. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN APPROVED EMERGENCY KEY - OPERATED SWITCH OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE AND SHALL BE AT LEAST TWO FEET WIDER THAN THE WIDTH OF THE LANES SERVING THE GATE. CFC SECTION 503.6 AMENDMENT. THE DRIVEWAY SHALL BE A MINIMUM OF 16' FEET IN WIDTH, IN CASE GATE SHALL BE A MINIMUM OF 18 FEET IN WIDTH. 5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT. A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; B. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; AND C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT APPLICABLE WATER DISTRICT. LEUCADIA WASTEWATER DISTRICT SEWER SERVICE LATERAL INSTALLATION COMPLIANCE NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF 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. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE. THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710. COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. LANDMARK ENGINEERING OFESg /p °[� L CORPORATION ��o��NCEe�F Esp. 6 /6G1 O - �� AS - But #- T- 3443 Camino Del Rio South 6 � � Suite 204 No. 36292 •..� �/� A Exp. 06/30/14 C-�. ■v San Diego, CA 92108 * Lot(619) 260 -0420 sqr clW\_ f/Z � F pF CAO1 Atsip LiOWI�E�GE E. C ®t, E. DATE CHANGE NO. DESCRIPT N APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DE ARTMENT APPROV LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LEC I MEC I LEG A - Z 1st t L."r 0 1 • CITY OF ENCINITAS VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY I GRADING PLAN FOR: STATION "ENC -32" PT. NO. 1032 181 NORTH VULCAN AVENUE 2" SD. CO. ENG. DEPT. BRASS DISC SET HORIZONTAL: N/A DATE: I� 1 JOHN AND ALICE HAMMOND 11518 -G IN TOP OF CURB ON THE EAST SIDE MASIH MAHER GLENN PRUIM C5127 VULCAN AVE., 200 FEET NORTH OF E STREET VERTICAL: N/A a R.C.E. NO.: 36292 ENGINEERING / PUBLIC WORKS APN: 256 - 400 -71 ELEV: 89.86 DATUM: NGVD 29 ° LAWRENCE E. COLE EXP.: 6/30/14 DIRECTOR DATE II 6 (3 DATE LI,6�Z3 PLANNING CASE NO: 13 -016 CDP SHEET 2 OF 4 n0 N It m 0 N M Q C.) O w W E5 Z Q Z V1 O _ R N C O W O �(0 N ci f0 W 0 - ZJN Z� WOco Y?N m ZM gcoa LEGAL DESCRIPTION 4' up REAL PROPERTY IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 2 OF PARCEL MAP NO 20150 IN THE CITY OF ENCINITAS COUNTY OF SEEDED TURF COVER GRADING LEGEND ITEM SYMBOL ITEM SYMBOL CUT SLOPE: CUT /FILL LINE: SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY =1 TOPSOIL (IRRIGATED) T ( RKBLOCK PAVERS INIMUM 3" THICK) APPROVED DATE SCALE PM NO. 2015 DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DEPARTMENT APPROVALS No 3WA P No. 36292 ^ 256 -400 -7�� LEC I MEC I LEC 5 -6vj Ivy RECORDER OF SAN DIEGO COUNTY, NOVEMBER 28, 2006 AS FILE N0. Exp. 06/30/14 CITY OF ENCINITAS VERTICAL CONTROL STATION "ENC -32" PT. NO. 1032 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB ON THE EAST SIDE VULCAN AVE., 200 FEET NORTH OF E STREET ELEV: 89.86 DATUM: NGVD 29 HORIZONTAL: 1 =10 VERTICAL: 1" =10' PLANS PREPARED UNDER SUPERVISION OF DATE: IB ,c3 R.C.E. NO.: 36292 LAWRENCE E. COLE EXP.: 6/30/14 REVIEWED BY- > /�/1, ^^ �� , MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING / PUBLIC WORKS DIRECTO DATE �� �3 DATE —11-14 R GRADING PLAN FOR: 181 NORTH VULCAN AVENUE JOHN AND ALICE HAMMOND APN: 256- 400 -71 PLANNING CASE NO: 13 -016 CDP Gvir� 6c%9GG ��® Psl/lENGE E. COG OAfE a FILL SLOPE: PROPERTY LINE: r 2006 - 0844514 OF OFFICIAL RECORDS. 0 - - II -III SHEET 3 OF 4 ��N�� ��vt/Cr� d 1.33't WALL 4" p .....- RETAINING WALL 4„ EXIST. DIRECTION OF DRAINAGE - ' - EASEMENT LINE: PARCEL Al: a . 6'X6' PCC GRADE RETAINING 4„ o FLUSH CURB WALL AS EASEMENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES ° ° CONC. DWY GF 86.4 EXISTING CONTOUR: 90) �� RETAINING WALL: OVER , UNDER, ALONG AND ACROSS THAT PORTION OF PARCELS 1, 3, AND 4 SDRSD C -1 & C -3 /l✓!/Jd� /ire coxf 0 OF PARCEL MAP NO. 20150, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, TOPSOIL 2" OF 3/4" GRAVEL �ooT �+irf/ O STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF G PROPOSED CONTOUR: ���`� SAID COUNTY, NOVEMBER 28, 2006 OF OFFICIAL RECORDS, LYING WITH THE TURFBLOCK BMP SWALE 6" of 3/4" CRUSHED GRAVEL / SECTION B -B Lcl.�[.d. "0 SECTION - -� AT RIGHT ANGLES DELINEATED AND DESIGNATED AS "PROPOSED 17' WIDE NO SCALE A- °,6r�6AIF EX. 4' WIDE PRIVATE DRAINAGE EASEMENT PRIVATE ROAD AND UTILITY EASEMENT. INDICATES BMP LANDSCAPING TO BE SCALE 1' =10 SCALE 1'= 0 EX. 4' WIDE PRIVATE DRAINAGE EASEMENT IN FAVOR OF PARCEL3 PER PM 20150 PRIVATELY MAINTAINED & NOT TO BE IN FAVOR OF PARCEL 2 PER PM 20150 PARCEL A2: MODIFIED WITHOUT CITY PERMIT. L L 17' WIDE PRIVATE ROAD & UTILITY EASEMENT EASEMENT AND RIGHT OF WAY FOR DRAINAGE PURPOSES OVER, UNDER, INDICATES BIORETENTION IS4SXW PIA ALONG AND ACROSS THAT PORTION OF PARCEL 1 OF PARCEL MAP NO. 20150, agrr*cL ON LNKrt4. NOT LOT 9 EX. BLDG 4' 8.5 8.5 4' IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, f0 ad! AL79A06 WZIWGUf SEASIDE GARDENS ANNEX L 8' 8' FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CYry PlAtArt. MAP NO. 1801 1 2 2 NOVEMBER 28 2006 AS FILE NO. 2006 - 0844514 OF OFFICIAL RECORDS, LYING "PROPOSED I 2% 2% 29 ti7o WITHIN THE AREA DELINEATED AND DESIGNATED AS 4' WIDE 256 - 400 -23 'III PRIVATE EASEMENTS. „ -III = „i -1 -1I IIIIn- AMENDED PURSUANT TO THAT CERTAIN CERTIFICATE OF CORRECTION RECORDED EXIST. 4' WIDE EASEMENT SDG &E FOR I EXIST. 6' WIDE EASEMENT SDG &E FOR I I �12” EXIST. PRIVATE ROAD APRIL 10, 2007 AS INSTRUMENT NO. 07- 269837 OF OFFICIAL RECORDS. PUBLIC UTILITIES AND INCIDENTAL PURPOSES I PUBLIC UTILITIES AND INCIDENTAL PURPOSES I MIN. NO SCALE EX. 4” A.C. OVER 6" CLASS II BASE APN: 256 - 400 -71 RECORDED JUNE 22, 2000 AS INSTRUMENT I RECORDED JUNE 22, 1953 IN BOOK 4930, I OVER 12" OF RECOMPACTED NATIVE SUBGRADE SOIL PER 9577 -G NO. 00- 0329439 OF OFFICIAL RECORDS. I PAGE 332 OF OFFICIAL RECORDS. J ADDITIONAL EASEMENTS ; E1vc0LcA .N�17 11D lD&Li 6SI'Nt. Auowe 1. AN EASEMENT FOR INSTALLATION, MAINTENANCE OF SEWER, WATER, GAS MAINS, EXIST. 4' WIDE ASSIGNABLE EASEMENT / 12Y SEP`I 3yhf3 SN N &MALL D*TED 1i- 11-1 .. / I LOT 17 . POLES, WIRES FOR THE CONVEYANCE OF ELECTRICITY, WITH THE RIGHT OF BETWEEN SDG &E AND PACIFIC BELL / '.5 Mt CLIlI�r L� AEG'VSrne0. SEASIDE GARDENS ANNEX INGRESS, EGRESS FOR THE MAINTENANCE, OPERATION THEREOF AND INCIDENTAL RECORDED JULY 11, 2002 AS INSTRUMENT I MAP NO. 1801 PURPOSES, RECORDED JULY 20, 1932 AS BOOK 132, PAGE 364 OF OFFICIAL NO. 02- 0582419 OF OFFICIAL RECORDS. �� L / / RECORDS. /_ I �- _ _ 256- 400 -12 IN FAVOR OF: IRENE M. MCINTOSH AFFECTS: SAID LAND EX. ASPH dAY c 00 w rn ° -I- o 42" HIGH CHAT 1 0) ENCE ON TOP I C> �O - It. G' (✓� (� �1 0 ti► �� ° �.L a asPH LIN OF WALL l• 9 `�? s c�i lk lk 2. AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL oRlvEr T L c� e L o s o 0 0 .o� oo� oo / PURPOSES, RECORDED DECEMBER 14, 2006 AS INSTRUMENT NO. 06- 887692 y d6 86 o dsd' cF64 dog C) 6 s 6 � x / OF OFFICIAL RECORDS. - - - - - — - �- - - - - 83'0 N v� „ Q� EX. - � - Z2 00 uNK FENCE ° t IN FAVOR OF: SAN DIEGO GAS AND ELECTRIC COMPANY, A CORPORATION EX g AFFECTS: SAID LAND PP IFS ® RET. WALL S SD C -1 = 4" - FS 94.5 N 69 8�S .g ..— ; •- F6 . '�— • . - P WALL e / 3. AN EASEMENT FOR ROAD, PUBLIC UTILITY AND INCIDENTAL PURPOSES IN THE DRSET. D C -3� / DOCUMENT RECORDED APRIL 03 2007 AS INSTRUMENT N0, 07- 222946 OF (` / OFFICIAL RECORDS. m* `' / F��� F0° F�. - FG 01 5 c 94.'o / SAID EASEMENT HAS BEEN RESERVED /GRANTED IN VARIOUS DEEDS OF RECORDS. lEtVif E o / N n� \ FE�9f m o r y - m X WM.L R u^ STAIRS z / Ex. PATIO E.:i 0* rn 2% o° m� FINISH GRADE PROPOSED ��' � FF 97.2 T / GARAGE HOUSE I 1 V.- z EXIST. - KEYSTONE WALL w 0 [� o d (� w m Q ELI CV Q b _ 9 , .moo z EXISTING GRADE r ew86s -• 2ND FLR 97.2 G� x I D / bSOhCT�NtiOIV fSAiZN PROPOSED - - - - F� 86S 3S 1ST. FF 87.1 CB F ' HOUSE - - X.I�2 OL�tATLSNtIf'lV - -- ' MAX. FILL PARCEL 1 BSB FS��',a GF 86.40 PAD 86 4 ���E l� 9 4 °� LOT 16I i Ex. BLDG _- � -1/2" -THIS CON C. PM N0. 20150 s - - - - DRIVEWAY FF 87.1 < < < << F( z - 256- 40070 - << <<< < << << 2% _ 96. SEASIDE GARDENS ANNEX EXIST. 4' WIDE PRIVATE DRAINAGE a��t.VJ << < << < < < << MIN. T MAP N0. 1801 I SECTION A -A EASEMENT PER PARCEL MAP 20150 ? \ < < < < < I a I ass I 256- 400 -13 EX. GARAGE PAy�QS '/ < < < C 1 SCALE 1 " =10' RECORDED NOVEMBER 28, 2006 AS FILE `�� ! << << < m� NO. 2006- 0844514 OF OFFICIAL RECORDS. r ; N ( < << I N �°P RCEL 2 g 52 9 5� I Ex. HOUSE ew k X FS .9 \ - tv� N0. 20150 �3 g I o I uI °c g3.o w J 56- 400 -71 w �a w� z g E6ME. DRIVEWAY n a �+ Y X PROPOSED 10' T�95� �� 1 42" > 9 y x Q N o BIORETEN11 SEE X , a? ° TO IOFLWALON w DETAIL ON SHT. 4 FS.f4:13 w n, o RE .WALL SDRSD C -3 0 �Fk��� Ex. EXEC. r i3.41 EX. GATE X 9c c w DRIVEWAY e& j R F 85 v 4" e4 W �� >��8� Ex. scREEN WALL Ex. scREEN WALLS 84, a s TW 88.8 FG 91.2 28 Ex RIP-RAP Ex. TuRRBLOCK BMP swALE �.- � 6� °\10 �. STAIRS Q::� ..� STAIRS co �9 SO &O EX. MOW STRIP �� `� I ;«;� �S� S zQ EXIST. S 00 SR - S �- r �� S- 'o �� S \ B �� .8 •8 4„ D 2 �F 86$ 42" HIGH CHAIf�LINK I o SEWER Ex. ASPH. DRIVEWAY ET. W LL FS A6.4 FG 91 2 FENCE ON TOP OF WALL Z C O V SDRSD C -1 - -- * RET. WALL S RSD -3)� S Q — S w� ��h — tiI S w p CONTRACTOR TO LOCATE 6' WROUGHT N62 °05 43� T �� 90.00 i 4 b� t 6 C IRON GATE `� g C' c �z c� �i c T v 1 w EXIST. WATER AND SEWER 0 c� 9c z�w o �' �' / o �a PRIOR TO CONSTRUCTION " ° rtiW� B cn o� ti ° a w > > •a y o m m os o. rn. a r,cv r, a •o rn •o oa / LOT 15 CO �R9 Ex. WALL o/c �� w ��- �N - - - -_� - -- ° -_ 2.�� - a gx� ° ° ° / SEASIDE GARDENS ANNEX EX. wM Ex. o:Rr a L8 Ex.socE ��56 ��� 42" HIGH HAINLINK FENCE / MAP NO. 1801 775 N. VULCAN EX. E Nc Ex. WALL � , ?g� vauLr o ON TOP�F WALL NEW ASP 256- 400 -14 H yfA,✓. G G✓ /.khLL Ex, DIRT Ex CONIC. h I PAVEMENT Y a� ti ti DRIVEWAY x S 4 "AC 6° CLAS; II BASE �E�cIGE S L S �� ti / �� S �M / L / 2 EX. TEL+ a w EX. GARAGE S88 g 0 /90 Is t rV EX. NsEc w Ex. HOUSE a a EXIST. 17' WIDE PRIVATE ROAD AND UTILITY Z n o a EASEMENT PER PARCEL MAP 20150 PARCEL 4 Z ^ RECORDED NOVEMBER 28, 2006 AS FILE EX. ELEC � TRAws a 3 NO. 2006 - 0844514 OF OFFICIAL RECORDS. PM NO. 20150 � 256- 400 -73 - J W U � o Z 30' � (noW- o -j3w o PARCEL 3 CHANGE NO. NCE E< APPROVED DATE BENCHMARK SCALE PM NO. 2015 DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DEPARTMENT APPROVALS No 3WA P No. 36292 ^ 256 -400 -7�� LEC I MEC I LEC 5 -6vj Ivy EttP.Bg01/� Exp. 06/30/14 CITY OF ENCINITAS VERTICAL CONTROL STATION "ENC -32" PT. NO. 1032 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB ON THE EAST SIDE VULCAN AVE., 200 FEET NORTH OF E STREET ELEV: 89.86 DATUM: NGVD 29 HORIZONTAL: 1 =10 VERTICAL: 1" =10' PLANS PREPARED UNDER SUPERVISION OF DATE: IB ,c3 R.C.E. NO.: 36292 LAWRENCE E. COLE EXP.: 6/30/14 REVIEWED BY- > /�/1, ^^ �� , MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING / PUBLIC WORKS DIRECTO DATE �� �3 DATE —11-14 R GRADING PLAN FOR: 181 NORTH VULCAN AVENUE JOHN AND ALICE HAMMOND APN: 256- 400 -71 PLANNING CASE NO: 13 -016 CDP * Psl/lENGE E. COG OAfE a C I V 1* qTF OF CAUFOR� OF C ,3G Z R I- r 0 CHANGE NO. DESCRIP 10 APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LEC I MEC I LEC 5 -6vj Ivy 0 ° CITY OF ENCINITAS VERTICAL CONTROL STATION "ENC -32" PT. NO. 1032 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB ON THE EAST SIDE VULCAN AVE., 200 FEET NORTH OF E STREET ELEV: 89.86 DATUM: NGVD 29 HORIZONTAL: 1 =10 VERTICAL: 1" =10' PLANS PREPARED UNDER SUPERVISION OF DATE: IB ,c3 R.C.E. NO.: 36292 LAWRENCE E. COLE EXP.: 6/30/14 REVIEWED BY- > /�/1, ^^ �� , MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING / PUBLIC WORKS DIRECTO DATE �� �3 DATE —11-14 R GRADING PLAN FOR: 181 NORTH VULCAN AVENUE JOHN AND ALICE HAMMOND APN: 256- 400 -71 PLANNING CASE NO: 13 -016 CDP 11518 -G SHEET 3 OF 4 1. SET 48" STEEL T -BAR POSTS LEGEND• ® 6' 2;C. /AND EXCAVATE 4 • R 6%6 ENCH UPSLOPE FROM AND AL G THE LINE OF POSTS. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE M SYMBOL /- FOR WELL DRAINED SOIL 30' RETENTION AREA SHALL BE / aI 2 -3" HARDWOOD MULCH GRAVEL BAGS LEVEL AND DEPRESSED A 4J►• MINIMUM Of 6" FROM THE 2 HIGH (SC -6 & 8) SURROUNDING GRADE 77�� ll 24" MIN. ENGINEERED SOIL SILT FENCE (Slr SEE NOTE BELOW 111111111=111= r11 --lll -III 1� 111 -1J1 II 6 IN (10 CM) I I =1 I I -111 -1 I I -1 I I -1 1 111 -1I IA I I -1I 1=1 11=1 1=11 2 -3" OF 3/8" GRAVEL III =J=111 ll1=111 111 111 lll 1LI =lll=1 � � JJ_ I K • <. 2. ATTACH THE FILTER FABRIC 12" MIN. MATERIAL DELIVERY &STORAGE WM -1 OVER THE POSTS AND EXTEND 3A. BACKFILL AND COMPACT 3B. BACKFILL AND COMPACT * *SEE NOTE IT INTO THE TRENCH. THE EXAVATED SOIL. THE EXAVATED SOIL. BELOW 3/4" CRUSHED ROCK STEEL FILTER FABRIC 4" PERFORATED PVC PIPE SOLID WASTE MANAGEMENT WM- FILTER FABRIC STEEL PLACE PIPE WITH PERFORATIONS IiI I� I POSTR POSTR AT THE INVERT" HAZARDOUS WASTE MANAGEMENT WM -6 I III I I I I -H FLOW _ -1I111 "BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL LOT 9 EX. BLDG III - - =J1LI= _ MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, SEASIDE GARDENS ANNEX CONCRETE WASTE MANAGEMENT WM- i - "`': - 1 =_ _ 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. /�— I _ —IIIII IIII >:::::::: IIII IIII, MAP No. 1801 SANITARY WASTE MANAGEMENT WM -9 /� "3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO FVOw �Ii,11 - I i �I�I =IIII IIII INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. 256- 400 -23 I -111 - IIIII -IIII - THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON I BONDED OR STABILIZED .11- III ' I SS -3 ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE .EXIST. 6' WIDE EASEMENT SDG &E FOR I BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING INTO IT. PUBLIC UTILITIES AND INCIDENTAL PURPOSES SILT FENCE SC -1 I No SCALE RECORDED JUNE 22 1953 IN BOOK 4930, BIORETEN710N DETAIL FOR IMP ' PAGE 332 OF OFFICIAL RECORDS. J STRAW OR WOOD MULCH SS -6 NO SCALE � I I Ex. HOUSE / I SS -$ SANDBAG ROW SPACING TABLE // I LOT 17 STREET GRADE INTERVAL X -o I SEASIDE GARDENS ANNEX LESS THAN 2% 200' 75' / / MAP NO, 1801 B 2% TO 4% 75' 40' 2 BAGS HIGH 50' 20' - - ^ f- / 256-400-12 / -I- 1 42 HIGH CHAIN IN 6% TO 8% 35' 15' a �� 0) FENCE ON TOP 0 WALL 8% TO 10% 25' 10' DRIVEWAY EWA b o I o Ex. ASPH I / DRIVEWAY T T� i- T� �` -O O cow C �' �9 O DRIVEWAY G� 3r L� U= A B SUBGRADE (TYP.) ASSUME SANDBAGS ARE 1 L.F. �8 60 �s N Corn o a o I o o o X l l GRAVEL FILLED BAGS ------- - - - -�- ___ �� o� rn- rn �m -`3j _� v , „ •� EX. CHAIN S iy 9$ � — A �.2° LINK FENCE � GRAVEL/SAND BAGS PIP FS RET. WALL SDRSD C -1 ­4 = 5 Wye SC -6, SC -8 & SC -10 — es , F -~ 1 j7a DRSD c- 6 No SCALE SECTION B -B �� m & s5 co M r P T NO SCALE zX 1 C F`'� ! t ` Fc 9j2' a GRAVEL BAGS / mo I 0`O 0° b Fg g �0 FG N. 5' o n 45 m 2 HIGH ($C -6 & �) / 993J� o �� �9 m- x STAIRS GRAVEL FILLED BAGS Ex. PATIO_ I m= / 2 BAGS HIGH MIN. @'96 , GARAGE PROPOSED d. �c \ ���� m 00 r� HOUSE 6' l FLOW l FLOW @y 86 6 sco J WIE' \� \� r{y a3 s I 2ND FLR 97.2 D FIBS s s 56 1ST. FF 87.1 a..a.. SS -6 r I PARCEL 1 B F5$ I GF 86.40 PAD 86.4 I d SS 9 ° LOT 16 / Ex. BLDG PM N0. 20150 ? DESILTING NO BASIN AT SUMP 256- 400 -70 << < < < < < < < << 2% * 96 4 J SEASIDE GARDENS ANNEX EXIST. 4' WIDE PRIVATE DRAINAGE `t d << < <<< << << Mh- T )i MAP N0. 1801 I < < < < I �0 s �, 256-400-13 EASEMENT PER PARCEL MAP 20150 Ex. GARA E f ;n �� << < < s� RECORDED "NOVEMBER 28, 2006 AS FILE SILT FENCE SC-1) w I ��a . �� < <<< < 9 mw NO. 2006 - 0844514 OF OFFICIAL RECORDS. Tw z d <<< I (PARCEL 2 52 9 >Q I Q� EX. HOUSE ew 86.0 w a FS 9 d V Ptvl N0. 20150 3 g TEMPORARY ONS UCTION 99 d a AY 56- 400 -71 ' �n LLJ ' X w� ENTRANCE TC -1) o °� PROPOSED 1 ro� '�'�' ryro > �� 8� a �o BIORETENTION SE D ° �� 42 "TRAILING ON w 9 w DETAIL ON SHT. 4 3oco TOP OF WALL o F tiL o > p, a 00 RE . WALL SDRSD C -3 o EX. GONG. rUK I D a N x DRIVEWAY @/v 86 d. I d 1 Y6. I ' w ��� -ETC j�<cq gQ'j4 �'° �— 4° 0 CD W > >28 Ex. scREEN WALL Ex. SCREEN WALLS 84. A 4 TW 88.8 S 912 2 �G B� > EX RIP -RAP EX. TURFBLOCK BMP SWALE f- r I �R6Q d �. d d Q STAI 1 STAIRS Q CO �4 * �l� �� do�� �o� Ex. MOW STRIP a 3 �. B�a \Y�, 1W 88.8 ��� 2' 68� w S z a' EXIST. S o S -S s- vl I S \ d FG'86.4' D "S 42° HIGH CHAIt�LINK cc EWER � 4 RET. W LL FS 86.4 FENCE ON TOP OF WALL bo ow - EX. ASPH. DRIVEWAY a 91., N �> Z/ C O N SD C-1 RET. WALL S©RSD C -3 2 I 86 1 - - v N62 °05 4 90.00 S S w� ��� �� �� o CONTRACTOR TO LOCATE RON�OUT�TI �� �� o � CY T � EXIST. WATER AND SEWER o o y , o o� o m o / / Q I T C v ° I \o ° co C0 0 0° PRIOR TO CONSTRUCTION I °j 4 o ° W o / >> 0 °'s w �� EX. WALL ow w �° SI v� CIO x a `p 2 o / SEASIDE GOARDENS ANNEX w N.vWUM LCgN - - -- F -r - / SC� � MAP N0. 1801 SX Ex. DIRT F<d UDTE O E VA D- � Ex. WALL NEW ASPH / 256- 400 -14 AVEl1 BAGS vl ti� Ex. DIRT Ex. coNC. I / PAVEMENT Sc— & ) 98. ?5 �o x / w a gN ��. �ti DRIVEwAV a3 / g 4 "AC /6" CLASS II ASE `ti' � �s w w EX. TEL, Li EX. GARAGE 8\ � �90 18 8 EX z N L E � m �W0a o�3w L LANDMARK ENGINEERING CORPORATION 4PRNCEe�9<F PARCEL 3 I i ��- UILT L E 3443 Camino Del Rio South s P ° °��2 PM N0 20150 a Suite 204 `� No. 36292 256 - 400 -72 CSan Diego, CA 92108 E.P.06 /30 /1a (619) 260 -0420 *sqT cIV1- ��P* `cam 3G29Z ca[E OAtE " F OF CALAFOB G CHANGE NO.1 DESCRIP O APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL - L CITY OF ENCINITAS VERTICAL CONTROL STATION "ENC -32" PT. NO. 1032 2" SD. CO. ENG. DEPT. BRASS DISC SET HORIZONTAL: V=10' IN TOP OF CURB ON THE EAST SIDE VULCAN AVE., 200 FEET NORTH OF E STREET VERTICAL: 1" =10' ELEV: 89.86 DATUM: NGVD 29 O TRANP C DESIGNED BY: I D CHECKED BY: LEC I MEC I LEG ENGINEERING DEP RTMENT APPRO ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. w REVIEWED BY- 3 EX. HOUSE DATE: /e /a 74. 181 NORTH VULCAN AVENUE a a EXIST. 17' WIDE PRIVATE ROAD AND UTILITY JOHN AND ALICE HAMMOND Z R.C.E. NO.: 36292 MASIH MAHER C 2519 GLENN PRUIM C51274 APN: 256- 400 -71 o a EASEMENT PER PARCEL MAP 20150 ENGINEERING / PUBLIC WORKS LAWRENCE E. COLE EXp„ 6/30/14 DATE I I I DATE 1117113 PLANNING CASE NO: 13 -016 CDP z PARCEL 4 o RECORDED NOVEMBER 28, 2006 AS FILE r SHEET 4 OF 4 TRANS LEC ° a 3 NO. 2006 - 0844514 OF OFFICIAL RECORDS. PM NO. 20150 J - n 256 - 400 -73 m �W0a o�3w L LANDMARK ENGINEERING CORPORATION 4PRNCEe�9<F PARCEL 3 I i ��- UILT L E 3443 Camino Del Rio South s P ° °��2 PM N0 20150 a Suite 204 `� No. 36292 256 - 400 -72 CSan Diego, CA 92108 E.P.06 /30 /1a (619) 260 -0420 *sqT cIV1- ��P* `cam 3G29Z ca[E OAtE " F OF CALAFOB G CHANGE NO.1 DESCRIP O APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL - L CITY OF ENCINITAS VERTICAL CONTROL STATION "ENC -32" PT. NO. 1032 2" SD. CO. ENG. DEPT. BRASS DISC SET HORIZONTAL: V=10' IN TOP OF CURB ON THE EAST SIDE VULCAN AVE., 200 FEET NORTH OF E STREET VERTICAL: 1" =10' ELEV: 89.86 DATUM: NGVD 29 G CID O W U O w 0 z z vai N 'T Ln pWo a�0 N 0 of � U, ZJN Zoo w0� LZN Q�rn Z -If g�a DESIGNED BY: I D CHECKED BY: LEC I MEC I LEG ENGINEERING DEP RTMENT APPRO ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- GRADING PLAN FOR: DATE: /e /a 74. 181 NORTH VULCAN AVENUE JOHN AND ALICE HAMMOND 11518 -G R.C.E. NO.: 36292 MASIH MAHER C 2519 GLENN PRUIM C51274 APN: 256- 400 -71 ENGINEERING / PUBLIC WORKS LAWRENCE E. COLE EXp„ 6/30/14 DATE I I I DATE 1117113 PLANNING CASE NO: 13 -016 CDP r SHEET 4 OF 4 G CID O W U O w 0 z z vai N 'T Ln pWo a�0 N 0 of � U, ZJN Zoo w0� LZN Q�rn Z -If g�a