2013-11533 SG (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. THE SOILS REPORT TITLED "fJMp('m: GEOTECHNICAL INVESTIGATION .AND EVALUATION
LOCATED AT 2505 ROSEIYWAY COURT ENCIRMA5, CA PREPARED BY FMONE,RIN6
DE&4N SR011'P ON OC7o R 2S, 2012 SHALL BE CONSIDERED AS A PART OF THIS
GRADING 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.
8. 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 NO.19+'30 -44
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 NET AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
°�lJl
1 -(&-
CCw R EYe G 4 t8 ® I L_ 1_ - E, 0.
CHANGE NO. DESCRIPTION
I APPRAWwL VP
4 ^BdIVr C* AC,
z •zo •%3
13 -011 03 -21 -13
APPROVED I DATE
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.
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 - oafvBjwAl419WATER DISTRICT -
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809X -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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CURTIS VONDER REITH AT (703)
848 -2127
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 BMP /IMP 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
BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP /BMP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM 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.
ENVIRONMENTAL DATA IMPERVIOUS AREA
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 :2 IMPERVIOUS AREA
2) MAXIMUM VERTICAL DEPTH OF CUT = 4' IMPERVIOUS AREA
3) MAXIMUM VERTICAL DEPTH OF FILL = 4' INCREASE IN IMPER
4) AVERAGE DEPTH OF CUT = 60 C.Y./ 900 S.F. x 27 = 1.8 FT
5) AVERAGE DEPTH OF FILL = 00 C.Y. /3600 S.F. x 27 = 0.0 FT IMPERVIOUS AREA
BENCHMARK
EARTHWORK:
CUT = 00.0 C.Y. FILL = 60 C.Y.
EXPORT = 60 C.Y.
REMEDIAL = 140 C.Y. ( +/- 4' REMOVAL AND RECOMPACTION UNDER AND 5'
OUTSIDE OF BUILDING AREAS)
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVE REXCAVAT IONS, IF REQUIRED BY SITE CONDITIONS.
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE AND SWELL FACTORS).
DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY
SOILS ENGINEER IN FIELD DURRING EXCAVATION.
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.
PRIOR TO CONSTRUCTION: 265 SQFT
AFTER CONSTRUCTION: 339 SQFT
VIOUS AREA: 74 SQFT
REPLACED: 191 SQFT
SCALE I SPECIAL DISTRICT APPROVAL
N q1z.11.5
DESCRIPTION: ENC -20
LOCATION: INTERSECTION OF CAMINO DEL HORIZONTAL: 1 " =10'
RECORD FROM: NORTE RANCHO SANTA FE
ELEVATION: 120.56 VERTICAL: N.A.
DATUM: NAVD88 ENC. CONTROL SURVEY
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.
OLIENHAIN MUNICIPAL WATER DISTRICT NOTES
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIENHAIN MUNICIPAL
WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF
WATERMAINS AND FACILITIES. INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE
DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE
STANDARD SPECIFICATIONS ON THE JOB AT ALL TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS 6 SETS) AS
REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE
PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE
TIME AND DURATION OF THE SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECTTO
APPOROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN
ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGMENTS FOR HIGH - LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A
MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALL/OSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT. IF REQUIRED, SHALL BE SUBMITTED TO THE
DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN WITHOUT DIRECTION OF THE DISTRICT'S INSPECTOR. CONTRACTOR
SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS PRIOR TO THE
BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE
UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE
MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN THE
PUBLIC RIGHT OF WAY. ( DIG ALERT PHONE: 800 - 227- 2600).
8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, IE. LINE
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED
BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS
THE APPROPRIATE BURIED UTILITY AND WARNING IDENTIFICATION TAPE ABOVE ALL PUBLIC
WATER LINES INCLUDING WATER LATERALS LOCATED IN THE PUBLIC RIGHT OF WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP
OF PIPE ELEVATION OF THE PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH
GRADDE OF THE STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT
COUPLINGS WITH 4 IN MAXIMUM DELECTION PERCOUPLING (21N PER JOINT). NO BENDING,
(CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT
ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND
BLOWOFFS WITHIN METER BOXAND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED
BY DISTRICT REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR
RELEASE OR BLOW OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED
BY THE DISTRICT REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED
5 -FEET FROM A SIDE LOT LINE. A3/4 INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF
EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS,
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE
DISTRICTS PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES,
COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW
PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS
TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE
TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE
DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFID BY
THE FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE
PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE
USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED)
AND APPURTENANCES.
LANDSCAPING
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND APRIL 15.
OWNER
ERIC LEITSTEIN
2505 ROSEMARY COURT
ENCINITAS, CA 92024
7660 -230 -2470
ER'S CERTIFICATE
SITE ADDRESS
2505 ROSEMARY COURT
ENCINITAS, CA 92024
APN: 265 - 026 -61
LEGAL DESCRIPTION
LOT 5 MAP NO. 12886
IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER
DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER
COMPLETION OF THE IMPROVEMENTS.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE.
DATE:
SIGNATURE:
ERIC LEITSTEIN
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PP.ACTICES 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.
J.
SIGNATURE: "I le', 1 !��,� •``� DATE: - * `• I I
GREMRY A. CAUDILL
GAC ENGINEERING AND LAND SURVEYING
725 OLD STAGE ROAD #7
FALLBROOK, CA 92028
760 - 594 -4889
EDG PROJECT NO. 125100 -1
ENGINEERING DESIGN GROUP
2121 MON7IEL ROAD
SAN MARCOS CA 92069
760 - 839 -7302
•O
7-
G16
THE RECOMMENDATIONS IN THIS
REFERENCED REPORT TITLED LIMITED
GEOTECHNICAL INVESTIGATION AND
EVALUATION NEW CARPORT TO BE
LOCATED AT 2505 ROSEMARY COURT,
ENCINITAS, CALIFORNIA, DATED
OCTOBER 23, 2012 ARE TO BE
INCORPOATEO INTO THIS PLAN FOR
THE GRADING AND IMPROVEMENT THE
SITE.
SITE
2505 ROSEMARY CT.
KEY MAP PER SHT 9
ENCINITAS BLVD,
VICINITY MAP
NTS
BMP PROJECT STATUS
PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN WATER DISTRICT ENCINITAS FIRE DEPARTMENT
M / f3
PLANS PREPARED UNDER SUPERVISION OF
DATE: 2 -13 -13
GREGORY A. CAUDILL R.C.E. NO.: C -60957
ENGINEER'S NAME
EXP.: 12 -31 -14
IIB
ENGINEERING DEPARTMENT APPROVALS
AA CEfypED: A
�w PP
MASIH MAHER�C42-5119 GLENN PRUIM, C51274
ENGINEERING/ PUBLIC WORKS DIRECTOR
41Z3113 IfIz71 3
DATE DATE
j 41 it./
DATE SI DATE IGN
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
SIMPLIFIED GRADING PLAN
FOR: 2505 ROSEMARY CT.
LEITSTEIN CAR PORT
265 - 026 -61
DRAWING NO.
11533 -SG
SHEET 1 OF 3
V
' o
I�
w O
a
LL LL
Tz m
Ira
;Nm
�D
. o .o
�N�
H
k
RET. WALL PER PLAN
TW 106.8' 2 :1
2' 1 2' -1 2s
:[6"
CONCRETE WITH 1 112" X 1 112;
`a 17 GAGE STUCCO NETTING.
3' DRAINAGE DITCH
m
a
koa nts
O 3' WIDE ,
SWALE
SHALL BE PLANTED WITH
DEPTH
COMPACTED TOP SOIL
ELBOW.
�
ORIGINAL LOT LINE LOT 10:
g7
s
ADEQUATE GROUNDCOVER OR TURF,
,3 FEET
r
OVER HEAD POWER LINES: OHP 6WI'
REMOVE
DRAIN
v
W
F��.51
PLANTS
THAT ARE NOT PRONE TO
DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND
n
ON
EX. TT EE
...,,
o >
( I
m
14
BLOCKING
THE DRAINAGE FLOW MAY
CRUSHED STONE DRY WELL
TYPICAL POP
UP DRAIN EMMITER DETAIL
TURF REINFORCEMENT MAT
m
nts
bo
A
CO
�
ALSO BE
PLANTED ON SIDE SLOPES,
COBBLESTONE DISIPATER PER PLAN:
'
AJ,",.
IF APPLICABLE
`t z
CONVENTIONAL VEGETATED SWALE
wr
fp�
0�
yQ"
o
m
z
LAWN
s'
nts
B
III III
'..
m
m
X
G7
D
r
00 N
J
D
O
! r
r
Z
r
Y" m0
m
m
z
a
m�
o
D
Ar
6' MIN. ENGINEERED SOIL
f j
�`_,
�'
z
r
*SEE NOTE BELOW
�,, f,
%, .d.
•'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 6'
DEEP 'SANDY LOAM' SOIL
C
T_
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE
MIX SHALL CONTAIN 50 -60%
4 '7 �
7•8'
SAND, 20 -307 COMPOST OR HARDWOOD MULCH, AND
20 -30% TOPSOIL
G
NOTE. VEGETATED SWALES ON GRADES OF MORE THAN
2.5% MUST INSTALL
CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE
TO 2.5% UNLESS OTHERWISE
5
SOdy
APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES,
I ee
LAWN
NOTE, NO FILTER FABRIC IS TO BE USED IN THIS
SECTION.
REMOVE
EX. TREE
O
STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN
AWAY FROM STRUCTURE isj
A.
z��
�O
AT 2 0% FOR 5 OFT
3
O.
I
m
■ CHANGE NO.
w, a
CD
m.
0 .,
O
z
n W�
J
DD O
m O
NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE
RESPONSIBILITY.
D
Fn
0
w
rI
"t bY.
"INIWnLS_
COMPACTED TOP SOIL
ELBOW.
�
ORIGINAL LOT LINE LOT 10:
g7
s
EXISTING CONTOUR: 6
RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE
r
OVER HEAD POWER LINES: OHP 6WI'
REMOVE
DRAIN
v
W
F��.51
�m
PERFORATED DRAIN PIPE.
DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND
n
ON
EX. TT EE
...,,
o >
( I
LEACH HOLE.
14
o
CONFUENCE WITH PUBLIC STORM WA 1ER FLOW.
CRUSHED STONE DRY WELL
TYPICAL POP
UP DRAIN EMMITER DETAIL
OUTLET EMITTER BY NDS:
r,
nts
bo
m P °ii
�
COBBLESTONE DISIPATER PER PLAN:
®
AJ,",.
REMOVE EX.
n
CONVENTIONAL VEGETATED SWALE
wr
fp�
yQ"
GRA VEL BAGS PER PLAN: lz)�
� C) � ,.f`F
z
LAWN
s'
nts
B
III III
p•
rI
4" DIA PVC
4" DIA COBLESTONE
____ III • •. I}
3/4" GRAVEL
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
.5'
1.5'
PERF. PVC 1
PER PLAN 12 "02" COBLE STONE DISIPATER
COBBLE DRAINAGE DISIPATER DETAIL:
n is
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
NDS } BEND SEWER DRAIN
"t bY.
"INIWnLS_
COMPACTED TOP SOIL
ELBOW.
�
ORIGINAL LOT LINE LOT 10:
g7
INITIALS
EXISTING CONTOUR: 6
RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE
OVER HEAD POWER LINES: OHP 6WI'
REMOVE
DRAIN
v
W
F��.51
�m
PERFORATED DRAIN PIPE.
DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND
PROPOSED BUILDING
ON
EX. TT EE
CONCRETE PER PLAN:
o >
( I
LEACH HOLE.
14
o
CONFUENCE WITH PUBLIC STORM WA 1ER FLOW.
CRUSHED STONE DRY WELL
TYPICAL POP
UP DRAIN EMMITER DETAIL
OUTLET EMITTER BY NDS:
nts
bo
m P °ii
�
COBBLESTONE DISIPATER PER PLAN:
®
AJ,",.
REMOVE EX.
n
CONVENTIONAL VEGETATED SWALE
wr
fp�
yQ"
GRA VEL BAGS PER PLAN: lz)�
� C) � ,.f`F
(
p
RETAINING WALL
;i co ru
nts
B
III III
p•
I � �0-
NEW CONC. DWY MATCH EXIST.
AD DW'Y
4" DIA PVC
4" DIA COBLESTONE
____ III • •. I}
3/4" GRAVEL
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
.5'
1.5'
PERF. PVC 1
PER PLAN 12 "02" COBLE STONE DISIPATER
COBBLE DRAINAGE DISIPATER DETAIL:
n is
NDS POLYOLEFIN POP -UP
DRAINAGE EMITER WITH U.V.
INHIBITOR.
NDS } BEND SEWER DRAIN
"t bY.
"INIWnLS_
COMPACTED TOP SOIL
ELBOW.
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
ORIGINAL LOT LINE LOT 10:
/
INITIALS
EXISTING CONTOUR: 6
y✓
� 3
OVER HEAD POWER LINES: OHP 6WI'
PVC
DRAIN
/
SIZE
PER PLAN
PERFORATED DRAIN PIPE.
PROPOSED BUILDING
ON
A 4" DEEP BED OF CRUSHED ROCK
CONCRETE PER PLAN:
.'
1/4"
LEACH HOLE.
MK=ZK=l
12'x12' BOX INLET BY NDS:
CRUSHED STONE DRY WELL
TYPICAL POP
UP DRAIN EMMITER DETAIL
OUTLET EMITTER BY NDS:
nts
f i
I
__
"t bY.
"INIWnLS_
BOUNDARY:
c-
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
ORIGINAL LOT LINE LOT 10:
INITIALS
EXISTING CONTOUR: 6
y✓
� 3
OVER HEAD POWER LINES: OHP 6WI'
ROOF DOWN DRAIN: •
3' WIDE CONVENTIONAL VEGETATED SWALE: �-
0
z
J W
10
CD
Ul �
I
I'll
z
f._
cl
DESCRIPTION APPROVED DATE BENCHMARK SCALE
PRtDVAL- UPDATE S[4#i y Z is DESCRIPTION: ENC -20
V GEC LOCATION: INTERSECTION OF CAMINO DEL HORIZONTAL: 1"=10'
RECORD FROM: NORTE RANCHO SANTA FE
L •?A sk • ELEVATION: 120.56 VERTICAL: N.A.
DATUM:NAVD88 ENC. CONTFOL SURVEY
1,3_011 03 -21 -10
MIN. 5 1/2 IN. PCC ON
q COMPAC FED BASE. o
�0 00 m
y.00 /.�:PI'
6.0' Ff r
GARAGr
EL_, 100,00
PROPOSED RET. WALL
CONST PER BLDG. PLANS 11-1518
0 +00 0 +05 0 +10 0 +15 0 +20
SECTION DZrALL A -A':
nts
B
0 +00 0 +05 0 +10 0 +15 0 +20 0 +25 0 +30
SEMON DETAIL. -`
nts
nts
RESIDENCE
7
N 15 °07'37"
0.rt� no/
1.0%
GRADING PER AS BUILT
GRADING PLAN1035 —G
PROPOSED CARPORT
CONST PER BLDG. PLANSlti-1 -518
BLDG. RI nr_
LEGEND:
"t bY.
"INIWnLS_
BOUNDARY:
ENGINEERING DEPARTMENT APPROV
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
ORIGINAL LOT LINE LOT 10:
INITIALS
EXISTING CONTOUR: 6
PLANS PREPARED UNDER SUPERVISION OF
DATE: 2 -13 -13
GREGORY A. CAUDILL R.C.E. NO.: C -60957
ENGINEER'S NAME
EXP.: 12 -31 -14
RECOMMEND APP V .
ASIH MAHER, C42519 GLENN PRUIM,; C51274
ENGINEERING( PUBLIC WORKS DIRECTOR
4/23/ l 3 _ Y/�213
DATE DATE
OVER HEAD POWER LINES: OHP 6WI'
ROOF DOWN DRAIN: •
3' WIDE CONVENTIONAL VEGETATED SWALE: �-
PROPOSED BUILDING
CONCRETE PER PLAN:
.'
RETAINING WALL PER ARCHITECT PLAN: (SHT S3 -1)
MK=ZK=l
12'x12' BOX INLET BY NDS:
OUTLET EMITTER BY NDS:
COBBLESTONE DISIPATER PER PLAN:
®
AJ,",.
_
GRA VEL BAGS PER PLAN: lz)�
� C) � ,.f`F
;i co ru
III III
AD DW'Y
r
J
�
! r
._ELEC. H.H.;
'�-� ❑ 17 - V
VEGETATE SWALE
o
PER Etta
-D ;u
R p
� z OMB pf. oi.
} m m t r
oF�, v
i
/
T�
s
3
V
i4
__
rf..
r
/ S BOX -
w i EX. 41N. A.C.
% ROLLED CURB
i 7
/ c o
CD
/ m
o
XI
97,
SPECIAL DISTRICT APPROVAL
"t bY.
"INIWnLS_
`
ENGINEERING DEPARTMENT APPROV
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
N TIAL
INITIALS
PLANS PREPARED UNDER SUPERVISION OF
DATE: 2 -13 -13
GREGORY A. CAUDILL R.C.E. NO.: C -60957
ENGINEER'S NAME
EXP.: 12 -31 -14
RECOMMEND APP V .
ASIH MAHER, C42519 GLENN PRUIM,; C51274
ENGINEERING( PUBLIC WORKS DIRECTOR
4/23/ l 3 _ Y/�213
DATE DATE
SIMPLIFIED GRADING PLAN
FOR: 2505 ROSEMARY CT.
LEITSTEIN CAR PORT
265- 026 -61
DRAWING NO.
11533 —SG
SHEET 2 OF 3
O
Z
Lu
m
Nd
N
N
0 U n
? o d
JQ a
m�
? oa
Lu
W m�
O
W N>
U^
Q
O
\)7
n \%
\ \\
E±}
\\°
!:$
t>i
!=e
! p,
zJa
!/!
`7f
�;.
B
08— 011 06-21 -10