2013-11554 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 AN 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 MIN. 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 " GEOTECHNICAL DESIGN REPORT, PROPOSED K & Y FARMS"
PREPARED BY LFR INC., DATED JULY 7, 2009, PROJECT NUMBER 002 - 14007 -00 AND
"UPDATED GEOTECHNICAL RECOMMENDATIONS AND ASSUMPTION OF GEOTECHNICAL
ENGINEER OF RECORD" PREPARED BY NOVA, DATED MARCH 11, 2013, PROJECT NUMBER
1013011 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 PREGRADE
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY
CALLING (619) 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 AND AS GRADED
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11554 -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 PREP ARED 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 WASTER 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 SUCH MATERIAL.
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 - SDG &E - (760)- 438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT (760)- 632 -4642
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DOMINIC BURTECT AT (760) 801 -7028, 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 DEVICES 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 GROUND COVER PRIOR TO DISCHARGE FROM THE
SITE. ALL IMPERIOUS AREA MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE
TURF OR 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 BMP /IMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE BMP /IMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO
AN ADEQUATE BMP /IMP.
6. ALL STORMWATER BMP /IMP 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 - CONBUSTIBLE 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 OPENING 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.
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES:
1. REVIEW OF THIS PLAN BY OLIVENHAIN MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE A
REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
NON- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED
UTILITY CROSSINGS 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 OLIVENHAIN MUNICIPAL WATER DISTRICT.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT OLIVENHAIN
RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS MUNICIPAL WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE
CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF
CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES.
AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
PROJECTED ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN DIEGO GAS AND ELECTRIC VAULTS.
CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED
TO ADDRESS THE TREE REMOVAL. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCH MARK
SCALE
SPECIAL DISTRICT
AS - 13131 L
OF CUT = 2'
3)
MAXIMUM
/� • 119
PT. NO. 1037, NAME: ENC -37;
STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE
AND 85 FEET WEST OF TRABERT RANCH
ROAD. ELEV. = 55.569 NAVD88
HORIZONTAL NONE
VERTICAL NONE
4)
AS-,6010- g
DEPTH OF
CUT
= 418 C.Y. /17000 S.F. x 27 = 0.66 FT
.2p.1
AVERAGE
DEPTH OF
FILL
= 486 C.Y./17600 S.F. x 27 = 0.74 FT
TOTAL:
13,217.
SF MIN /CDP
FOR GARAGE: 08 -080
BY
TOTAL IMPERVIOUS AREA
39,694
SF TPM EXTENSIONS: 06
-169; 07 -115; 09 -091
APPROVALS
CITY OF
ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO
MLS
STORMWATER POLLUTION CONTROL BMP NOTES (PART A) 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.
i)►6l Y LIT" Y (l) zw9 Y 1 DWI 901
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 FLOWS AND
STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
1110110W
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.
LINT- 31 ETHoISIORYY
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 DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S 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.
ENVIRONMENTAL DATA:
BARN (PROPOSED LATER)
1)
STEEPEST
EXISTING
NATURAL SLOPE ON -SITE = 42%
2)
MAXIMUM
VERTICAL
DEPTH
OF CUT = 2'
3)
MAXIMUM
VERTICAL
DEPTH
OF FILL = 3'
4)
AVERAGE
DEPTH OF
CUT
= 418 C.Y. /17000 S.F. x 27 = 0.66 FT
5)
AVERAGE
DEPTH OF
FILL
= 486 C.Y./17600 S.F. x 27 = 0.74 FT
EARTHWORK:
MAXIMUM VERTICAL DEPTH OF CUT = 3'
MAXIMUM VERTICAL DEPTH OF FILL = 4'
REMOVE AND RECOMPACT SHOULDER IN RIGHT -OF -WAY = 144 C.Y.
CUT = 418 C.Y. FILL = 418 C.Y.
(ARENA STRUCTURAL SECTION, IMPORT = 392 C.Y.)
IMPORT /EXPORT = 0 C.Y. REMEDIAL = 0 C.Y.
al '-i
BURTECH REAL ESTATE INVS LLC.
3902 MANCHESTER AVENUE
ENCINITAS, CA. 92024
SITE ADDRESS:
3902 MANCHESTER AVENUE
ENCINITAS, CA. 92024
APN: 262 - 061 -73
LEGAL DESCRIPTION:
THE EAST HALF OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 13
SOUTH, RANGE 4 WEST, S.B.M. IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, LYING SOUTHERLY OF THE CENTER LINE
OF THE COUNTY ROAD KNOWN AS MANCHESTER
AVENUE, ROAD SURVEY NO. 426 ACCORDING TO MAP
THEREOF ON FILE IN THE OFFICE OF THE COUNTY
SURVEYOR OF SAN DIEGO COUNTY, STATE OF
CALIFORNIA.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINE�
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON
THE COMPACTION AND STABILITY OF THE SITE.
BURTECH REAL ESTATE INVS LLC.
3902 MANCHESTER AVENUE
ENCINITAS, CA. 92024
BY: _ M I Al �� (31 J P -te L-k DATE
NAME: TITLE:
VICINITY MAP
NT5
I, ANDRES BERNAL, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON JUNE, 2009. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
DATED JULY 7, 2009, AND AS UPDATED BY LETTER DATED MARCH 11, 2013, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED:_ -��✓'ti ✓��
G.E. 2715 rr�
EXP. DATE: 09/30/13 •s °" .
JOB #: 1013011
Company: NOVA �, No. 2i 1Z
Address: 4373 VIEWRIDGE AVENUE, SUITE B,
SAN DIEGO, CA. 92123, Phone: 858 - 292 -7575
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.
BY: L. _ ___ DATE: _07/29/2013 41LOFSIOV,.
MICHAEL L SMITH, RCE 35471 QG
MY REG. EXPIRES ON 09/30/13
SAN DIEGO LAND SURVEYING AND ENGINEERING, INC R.C.E. 35471=
9665 CHESAPEAKE DRIVE, SAN DIEGO, CA. 92123 'Exp. 9 -30 -13
PHONE: 858- 565 -8362 FAX 858 - 565 -4354 C' /V
JOB NUMBER: 262 - 061 -73 DWG ID: MANCHESTER - 3902- GP- OI.DWG OF r►t.A�
IMPERVIOUS AREA:
BARN (PROPOSED LATER)
3,500
IMPERVIOUS SURFACES PRIOR TO
CONSTRUCTION
EXISTING HOUSE
5,737
SF.
EXISTING BARN
2,671
SF.
EXISTING WORK HOUSE
3,360
SF
EXISTING PRIVATE DRIVEWAY
14,711
SF.
TOTAL:
26,479
SF
IMPERVIOUS SURFACES ADDED BY CONSTRUCTION
NEW
BARN (PROPOSED LATER)
3,500
SF
13
NEW
BARN ADDITION
5,000
SF
%
NEW
CONCRETE SURFACE
776
SF
IGN DATE
NEW
AC PAVED DE -CEL LANE
1,165
SF]-
-4,712 SF OF NEW
PERMITS
NEW
AC PAVING IN PARKING LOT
2,771
SF PAVED AREA TPM /MIN /CDP
PERMIT NO.: 03 -231
TOTAL:
13,217.
SF MIN /CDP
FOR GARAGE: 08 -080
BY
TOTAL IMPERVIOUS AREA
39,694
SF TPM EXTENSIONS: 06
-169; 07 -115; 09 -091
APPROVALS
CITY OF
ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO
MLS
I MLS
PLANNING AND BUILDING I , PARKS AND RECREATION I OLIVENHAIN MUN. WATER DISTRICT
As -I3U 10-
1-11Ma4wJL 10- 14 -14
MIGuACL L SNIIT}i DATL=
BMP Project Status:
PRIORITY STORMWATER TREATMENT FACILITIES
TO BE MAINTAINED BY HOMEOWNER IN
ACCORDANCE WITH MAINTENANCE AGREEMENT
FOR PRIVATE STORMWATER TREATMENT AND
STORMWATER POLLUTION CONTROL FACILITIES
RECORDED ON OC./•nbs., 3l, 2UI1
AS DOC #: M13- 0is5-3 //1
ENCINITAS FIRE PROTECTION DISTRICT
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S N DATE
SIGN DATE
y
IGN DATE
SIGN TURE iXPIRES 2 YEARS FROM DATE SIGNED
SIGNZ
DATE
DESZNED
BY
D�WN BY
CHECKED
BY
APPROVALS
CITY OF
ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO
MLS
I MLS
MLS
PLANS PREPARED UNDER SUPERVISION OF
/ DATE :029/2013
R.C.E. NO.: 35471
MICHAEL L. SMITH
EXP. 09/30/13
RECOMMENDED Shy APPROVE
BY: BY:
MASH MAHER, C42519 GLENN PRUIM, C51274
ENGINEERING /PU LI WORKS DIRECTOR
DATE: 11/7/13 DATE: I S
GRADING PLAN FOR:
PLANING CASE NO:
3902 MANCHESTER AVENUE
A PORTION OF THE E1 /2,SE1 /4,SW1 /4,
SEC. 24,T.13 .S, ,R.4 W.,SBM
12 -091 MIN /CDP APN: 262 - 061 -73
SHEET
1 OF 6
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® 1
SECTION AA
CROSS SECTION OF ARENA
SCALE HORZ. 1 " =10'
VERT. 1 " =10'
x 62 2 °
� x s>.7 �
x
12" OR 18" SQ. CAST IRON GRATE AND
FRAME ALHAMBRA FOUNDRY CO. MODEL
A -2010 OR 2025 (NON — TRAFFIC RATED)
OR OTHER APPROVED EQUAL.
MAX PIPE SIZE TO BE 12" PVC
OR
24" SQ. CAST IRON GRATE AND FRAME
60
55
50
SCALE 1" = 50'
OFF�E�
�.�'\50�GeER�O•
CROP QOG'
P`'
262 -061 -3
2:1 SLOPE
10:1 SLOP-
6'
1
x
4
ALHAMBRA FOUNDRY CO. MODEL
A -2010 OR 2025 (TRAFFIC RATED)
OR OTHER APPROVED EQUAL.
MAX PIPE SIZE TO BE 18" PVC
PRECAST CONCRETE / N 1953200 x 574
CATCH BASIN
EXIST. 36" CMP i,` if
ARCHED OPENING LOCATION STORM DRAI
AND SIZED TO SUIT
USE PRECAST CONCRETE BOTTOM L9 " x x
OR AT CONTRACTORS OPTION, POUR x 475J
A 6" THICK CONCRETE BOTTOM. FL 36" CMP 38.63 x
SEE GRADING PLANS FOR GRATE SIZE, v 393
PIPE SIZE AND TYPES.
PRIVATE YARD INLET DETAIL "A"
NO SCALE
LINE EXISTING DITCH -W1
NO -AM GREEN C350 Ivi
r
,
-0
o�
,s -9
z x
9
x 42 6
x
4-
W
54 a
XIS P
E(FF 54 SF
2,70 `s
4 \
x MATCH LINE \SEE SHEET 3
4"
x 44.9
' MATCH Lll
;at� 42
G
50."
x 45.9 462,854 SF \ c 5
x 4
10.6 ACRE \ 6 m
°° 112;S014 8\ W1/4, 41
:524 T.1 3 §.. R:4 W. S
°o m ' 5 453 \ 7
47
.4N fly -O ' i x 447 wa \\
0
n
I BA N\
6 0' N
x
x
EXISTING 36" CMP
STORM DRAIN PIPE
371.85 LF 0 4.39:
x 52 6� \ i x 3B 4 /. 99. x 35 4 x I Ir" x 332
535
LEGEND STD. DWG.
18"
NEW BARN TYPICAL
SECTION "BB„
- - --
SCALE HORZ. 1" =10' FL
66.5(
VERT. 1 " =10'
/
FINISHED CONTOUR
14
^'°':
• i € €:.
, r
.• a "e�"„a^'�" ,
FINISHED SPOT ELEVATION
141.40
MANHOLE
FIRE DEPARTMENT NOTES:
'
1. THE ACCESS DRIVEWAY SHALL BE A MINIMUM OF 16' WIDE
N 1ss3600 %�' %'
AREA DISTURBED BY PROPOSED WORK
AND MAINTAIN AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT
,5,
9�
EXIST. PVT. STORM DRAIN - - - - - --
LESS THAN 13 FEET 6 INCHES.
262- 183 -23
EXIST. WATER SERVICE z �e
`
2. A FIRE HYDRANT SHALL BE INSTALLED AND FULLY FUNCTIONAL
EXIST. SEWER LATERAL v
PRIOR TO THE DELIVERY OF COMBUSTIBLE MATERIALS.
%%% %`% % %`
3. THE REMOVAL OF THE MAIN ENTRANCE GATE AND THE
;;;:','`�
ADDITION OF TWO NEW GATES, BOTH NEW GATES WILL BE
,70
REQUIRED TO HAVE A "KNOX" SWITCH INSTALLED.
EXISTING FIRE HYDRANT
x 62 2 °
� x s>.7 �
x
12" OR 18" SQ. CAST IRON GRATE AND
FRAME ALHAMBRA FOUNDRY CO. MODEL
A -2010 OR 2025 (NON — TRAFFIC RATED)
OR OTHER APPROVED EQUAL.
MAX PIPE SIZE TO BE 12" PVC
OR
24" SQ. CAST IRON GRATE AND FRAME
60
55
50
SCALE 1" = 50'
OFF�E�
�.�'\50�GeER�O•
CROP QOG'
P`'
262 -061 -3
2:1 SLOPE
10:1 SLOP-
6'
1
x
4
ALHAMBRA FOUNDRY CO. MODEL
A -2010 OR 2025 (TRAFFIC RATED)
OR OTHER APPROVED EQUAL.
MAX PIPE SIZE TO BE 18" PVC
PRECAST CONCRETE / N 1953200 x 574
CATCH BASIN
EXIST. 36" CMP i,` if
ARCHED OPENING LOCATION STORM DRAI
AND SIZED TO SUIT
USE PRECAST CONCRETE BOTTOM L9 " x x
OR AT CONTRACTORS OPTION, POUR x 475J
A 6" THICK CONCRETE BOTTOM. FL 36" CMP 38.63 x
SEE GRADING PLANS FOR GRATE SIZE, v 393
PIPE SIZE AND TYPES.
PRIVATE YARD INLET DETAIL "A"
NO SCALE
LINE EXISTING DITCH -W1
NO -AM GREEN C350 Ivi
r
,
-0
o�
,s -9
z x
9
x 42 6
x
4-
W
54 a
XIS P
E(FF 54 SF
2,70 `s
4 \
x MATCH LINE \SEE SHEET 3
4"
x 44.9
' MATCH Lll
;at� 42
G
50."
x 45.9 462,854 SF \ c 5
x 4
10.6 ACRE \ 6 m
°° 112;S014 8\ W1/4, 41
:524 T.1 3 §.. R:4 W. S
°o m ' 5 453 \ 7
47
.4N fly -O ' i x 447 wa \\
0
n
I BA N\
6 0' N
x
x
EXISTING 36" CMP
STORM DRAIN PIPE
371.85 LF 0 4.39:
x 52 6� \ i x 3B 4 /. 99. x 35 4 x I Ir" x 332
535
364 M
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT
- 6U 1 L"IJ lD IS• 0 - ff• PT. NO. 1037; NAME: ENC -37;
U •,�� ,21 • ifi STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1 " -50'
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE VERTICAL 1 " =50'
AND 85 FEET WEST OF TRABERT RANCH
ROAD. ELEV = 55.569 NAVD88
x st
xx 3ff 6 1
P.
x 40.�
-477
EXIST. HOUSE
LEGEND STD. DWG.
SYMBOL
_
F,
- - --
\
.�
rk
TW =TOP OF WALL
FINISHED CONTOUR
14
^'°':
• i € €:.
.:
.• a "e�"„a^'�" ,
FINISHED SPOT ELEVATION
141.40
MANHOLE
DIRECTION OF DRAINAGE
364 M
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT
- 6U 1 L"IJ lD IS• 0 - ff• PT. NO. 1037; NAME: ENC -37;
U •,�� ,21 • ifi STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1 " -50'
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE VERTICAL 1 " =50'
AND 85 FEET WEST OF TRABERT RANCH
ROAD. ELEV = 55.569 NAVD88
x st
xx 3ff 6 1
P.
x 40.�
-477
EXIST. HOUSE
- v x
FJ/
LEGEND STD. DWG.
SYMBOL
_
PROPERTY LINE
- - --
\
EXISTING CONTOUR
ELEVATION
TW =TOP OF WALL
FINISHED CONTOUR
14
/
EXISTING SPOT ELEVATION
(140.30)
PVT. PVC STORM DRAIN
FINISHED SPOT ELEVATION
141.40
MANHOLE
DIRECTION OF DRAINAGE
�>
- v x
FJ/
7.
GRAVEL BAGS oOOOOO
AC PAVING
4" OF DG
_
C7
FF= FINISH
FLOOR
GRT= GRATE
ELEVATION
TW =TOP OF WALL
FG= FINISH
KEYSTONE WALL
nq
CLEAN OUT
BW= BOTTOM OF WALL
PVT. PVC STORM DRAIN
LINE
SMH =SEWER
MANHOLE
GRATED BOX INLET SEE DETAIL A, AT LEFT m
SF.
AREA DISTURBED BY PROPOSED WORK
= 34,600 SF.
EXIST. PVT. STORM DRAIN - - - - - --
ON
'
EXIST. WATER SERVICE z �e
`
EXIST. SEWER LATERAL v
EXISTING POWER POLE `Q
EXISTING FIRE HYDRANT
EXISTING WALL
EXISTING STREET LIGHT 110�
T
1 -74
/
C$=CONCRETE SURFACE RD�3" ROOF DRAIN
TC =TOP OF CURB
NG= NATURAL GRADE
GUT= GUTTER
ELEVATION
TP =TOP OF PAVING
FF= FINISH
FLOOR
GRT= GRATE
ELEVATION
TW =TOP OF WALL
FG= FINISH
GRADE
SCO =SEWER
CLEAN OUT
BW= BOTTOM OF WALL
FL= FLOW
LINE
SMH =SEWER
MANHOLE
PROPERTY AREA = 462,854
SF.
AREA DISTURBED BY PROPOSED WORK
= 34,600 SF.
N 1953600 cACCUrnITC.
1. AN EASEMENT FOR PIPE LINES, WATER RESERVOIR AND CONVEYING AND
INCIDENTAL PURPOSES, RECORDED JANUARY 19, 1928 IN BOOK 1418, PAGE
353 OF DEEDS. EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT
DISCLOSED OF RECORD AND THEREFORE COULD NOT BE PLOTTED.
' 2O AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO
SAN DIEGUITO IRRIGATION DISTRICT RECORDED MARCH 17, 1950 AS BOOK 3543
t PAGE 353 OF OFFICIAL RECORDS. PLOTTED HEREON.
i 3O AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO
l/ SAN DIEGUITO IRRIGATION DISTRICT RECORDED JUNE 12, 1950 AS BOOK 3655
y PAGE 264 OF OFFICIAL RECORDS. PLOTTED HEREON.
/ 2
/ 44.. A 15' WIDE EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES
/ GRANTED TO CARDIFF SANITATION DISTRICT RECORDED OCTOBER 13, 1988 AS
INSTRUMENT NO. 88- 522768 OF OFFICIAL RECORDS. PLOTTED HEREON.
/' 5O AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES GRANTED TO CITY OF
/ ENCINITAS RECORDED OCTOBER 14, 1988 AS INSTRUMENT NO. 88- 525397 OF
\ r OFFICIAL RECORDS. PLOTTED HEREON.
% 6O A 40' WIDE EASEMENT FOR INGRESS, EGRESS, ROADWAY, AND PUBLIC UTILITIES
/ PURPOSES GRANTED TO THE STATE OF CALIFORNIA, RECORDED MAY 1, 1996 AS
INSTRUMENT NO. 1996- 219941 OF OFFICIAL RECORDS. PLOTTED HEREON.
/ /ff
\ / / O7 A PRIVATE BIOLOGICAL OPEN SPACE EASEMENT GRANTED TO THE CITY OF ENCINITAS
\ 7 RECORD OCTOBER 23, 1998 AS INSTRUMENT NO. 1998- 0686525 OF OFFICIAL
RECORDS. EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED
if , OF RECORD.
x 47 x 474
NOTE.
\ 1. PROJECT LEGAL DESCRIPTION:
L l - THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 24, TOWNSHIP 13 SOUTH, RANGE 4 WEST, S.B.M. IN THE CITY OF
$ \ \\ ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, LYING SOUTHERLY OF
THE CENTER. LINE OF THE COUNTY ROAD KNOWN AS MANCHESTER AVENUE, ROAD
SURVEY NO. 426 ACCORDING TO MAP THEREOF ON FILE IN THE OFFICE OF THE Lj
\ COUNTY SURVEYOR OF SAN DIEGO COUNTY, STATE OF CALIFORNIA.
\ N 19532001
" \ w
(� 3
X 75 x >3B w
500 R FL D LIMITS \ \ C)
ENGINEER OF WORK: Lo
„u
2Q 100 Y , R LODD ITS \ 0 r'%i
\ SAN DIEGO LAND SURVEYING & ENGINEERING, INC. 4ROBESSIO ?�
�. %-
\ 9665 CHESAPEAKE DRIVE, SUITE 445 E
LO
SAN DIEGO, CALIFORNIA 92123 (858) 565 -8362 , S,f� z LO
' - �/ 262- 061 -80 \ PROJECT NO. 262 - 061 -73 V %\ of
Con pours r \ W oo
ApdrOximate \ \ DWG. NO. MANCHESTER - SMIP- GP.DWG R.C.E. 35471= Z Ln
FL 36" CMP 22.31 \ /)An Exp. 9 -30 -13 Z x
' I Y I 07/29/2013 '? C I V \�' �� w Ic
_ MICHAEL L. SMITH, R.C.E. 35471 DATE 9 0P cpL1�� o
REGISTRATION EXPIRES SEPTEMBER 30, 2013 a M
,�-
000
V PE A CLEANOUT z I
?t aRSD 7 PER SDRSD D -9 U)
�Gae x T31.75
� I
FL 27.25 U) LO
MLS LS -1 MLS APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. g
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: —
DATE :
07/29/20 13 3902 MANCHESTER AVENUE o m
— BY: BY: A PORTION OF THE E1 /2,SE1 /4,SW1 /4, 11`J54 -G in C)
R.C.E. NO.: 35471 MASIH MAHER, C42519 GLENN PRUIM, C51274 SEC. 24,T.13 S.,R.4 W.,SBM
MICHAEL L. SMITH ENGINEERING / =WORKS DIRECTOR APN: 262 - 061 —73 SHEET 2 OF 6 N°
EXP. 09/30/13 DATE: DATE: PLANING CASE NO: 12 -091 MIN /CDP
UNPERMITTED
\ ,'' 18" CMP AID, _ _ _ KEYSTONE WALL TOP OF AC
HEADWAL
GRADING AND WALL CONSTRUCTION NOTES: -
', cs1�,' -' �' ELEVATIONS PAVING
1. WORK SHOWN IN LIMIT OF WORK AREA A" WAS COMPLETED PRIOR TO PERMIT \' /' //' ,, -'' Qp/ j TW 62.44 FG 62.00
ISSUANCE AND WILL BE INCLUDED IN THE PERMIT AS ISSURED. / / / - - --- - FG 61.72
7
2. THE KEYSTONE WALL WAS CONSTRUCTED WITHOUT INSPECTION. THE SOILS r II /' M H ' 2 TIN 62.27 FG 61.77
ENGINEER IS TO INSPECT THE WORK AND COMPLETE A REPORT. REPORT DATED \ - --_- FG 58.50
MAY 3, 2013, PROJECT NO. 1013011. ; S rl 0 / - ,/ ; \\ - - - _ - - - - 3 TIN 62.03 FG 61.40
J - .\ , ,
J
S OTES SHEET 2 NG 56.01
3. THE GRADING (FILL BEHIND THE WALL) WAS ALSO NOT DONE WITH A PERMIT. -
THE INSPECTION BY THE SOILS ENGNEER WAS CONDUCTED ON APRIL 9, 2013
AND A REPORT FILED ON MAY 3, 2013, PROJECT N0. 1013011. , // ' ,' /� - 4 TIN 61.95 FG 60.60
60.00 TIN 62.09
.62 FG 60.60
NG 55.51
4 FG 60.40
Lo
FG 60.15
(7 TIN 60-59
c 503.000 NC 59.86
&90vQaQlZ TIN 62.55
dill a
NG 61.96
• �,li D ... �I AC • - CONCR ETE 6" HIGH
BERM TO PREVENT STORM WATER
FROM ESCAPING TRASH ENCLOSURED
LT PAVING
2
TE BASE
TO A DEPTH
AND RECOMPACT
CIFICATIONS
AC PAVING SECTION - ONSITE
E
0
NOT TO SCALE
BRICK- PAVERS
CASCADA BY ORCO OR EQUAL
80 MM THICK, COLOR TERRA VERDE
0
BEDDING
COURSE
O O O O O O O O 0 0 0
0 0 0 0 0 0 0 0 BASE COURSE
0 0 0 0 0 0 0 0 000000
0 0 0 0 0 0 0 0 0 0 0
�
cz �o ° - o - o -o -o -o -o_
NATIVE
♦ / ��..r� M0 PAVING SECTION ABOVE
80 MM THICK BRICK PAVERS OVER 1" BEDDING COURSE
IR PAVING DRAIN OF 114- TO 318- WASHED FRACTURED OPEN-GRADED
1+00wo 1%- 0 52 AWAY FROM CS. STONE PER ASTM NO. 8 REQUIREMENTS, OVER 9" BASE
zat COURSE OF 314" WASHED FRACTURED OPEN-GRADED
Q- STONE PER ASTM NO. 57 BASE REQUIREMENTS, OVER
'0
_ IS G D AC E
R D 16' WI /
1
1
I
� z
t" 1
Z I
G to 50. 0
f
s.4
�\
REVISIONS APPROVED DATE REFERENCES
LAG6S S A Ier
- Ar1T/f At I ( , ,n t ,Qn .2D ..It w 1. . 'C?
ao_ D I
X
' I / EW GATE'
OF
o / /
rl
mrp
,'• ��,,• �i���e�s�iO�i�i�i�o��i 'Oi'ekv,71 I I�
V CONCRETE SURFACE SECTION BRICK PAVER DETAIL
NOT TO SCALE PRIVATE PARKING AREA
NOT TO SCALE
���� e� ems, -��� ♦ �hi1 ���a I RETENTION AfSEA SHALL BE LEVEL AND D
A MIN. OF 6 FROM THE SURROUNDING GRADE
DEEP ROOTED, DENSE, DROUGHT TOLERANT
3
24" GRATE
i FUEL' Z x\ 2 / \ \(SE DETAIL A,
- CIMIT DF WO AREA � � \ \ GRT 61.
FG 1 5i' FO WAL - \ FL 154.
� IE L AND BACKFILL, S \ \
GRADING- `NOTES 1' 2 AND
12 PV6
X
LIMIT OF "W01
AREA O
RM DRAIN PIPEI
ROOF
EXIST•5g 50)
(F� 7p0 SF
i r /.
i
MIN
0 /F.T.P.PER DETAIL "E
RUNOFF FROM IMPERVIOUS
/ AREA OF 18263 SF X 47. = 730 SF
OF TREATMENT AREA, 0.507o MAXIMUM
GRADE, LANDSCAPED, EE DETAIL 'E"
SE114,SW1 /4, _
SEC. 24, T.13 S.,R.4 W.,SBM 55 LFC® 0.9% DRAIN
10 UEL%
MATCH LINE SEE SHEET 2
DATE BENCH MARK SCALE
PT. NO. 1037, NAME: ENC -37;
r,Lp,lb STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1"-20'
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE VERTICAL 1 " =20'
AND 85 FEET WEST OF TRABERT RANCH
ROAD. ELEV. = 55.569 NAVD88
LIMIT OF ORK
` AREA "
�\ SEE NOT
l
•1TM -1
-TOE OF
BASIN 43.
�o
FL 14 1.00
RAP IPER D,
IN FLOW
N
ro
M
SCALE 1" = 20'
�.....
SPECIAL DISTRICT
APPROVALS
MLS
MLS
MLS
soon
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APPROVED
DATE :12/22/20 5
BY: BY: All
k^ R.C.E. NO.: 35471
MASH MAHER, C42519 For GLENN PRUIM, C51274
MICHAEL L. SMITH
EXP. 09/30/17
ENGINEERING /PUBLIC WORKS DIRECTOR
DATE: DATE: At 14 11A
EIRE
l�ll'I
LT PAVING
2
TE BASE
TO A DEPTH
AND RECOMPACT
CIFICATIONS
AC PAVING SECTION - ONSITE
E
0
NOT TO SCALE
BRICK- PAVERS
CASCADA BY ORCO OR EQUAL
80 MM THICK, COLOR TERRA VERDE
0
BEDDING
COURSE
O O O O O O O O 0 0 0
0 0 0 0 0 0 0 0 BASE COURSE
0 0 0 0 0 0 0 0 000000
0 0 0 0 0 0 0 0 0 0 0
�
cz �o ° - o - o -o -o -o -o_
NATIVE
♦ / ��..r� M0 PAVING SECTION ABOVE
80 MM THICK BRICK PAVERS OVER 1" BEDDING COURSE
IR PAVING DRAIN OF 114- TO 318- WASHED FRACTURED OPEN-GRADED
1+00wo 1%- 0 52 AWAY FROM CS. STONE PER ASTM NO. 8 REQUIREMENTS, OVER 9" BASE
zat COURSE OF 314" WASHED FRACTURED OPEN-GRADED
Q- STONE PER ASTM NO. 57 BASE REQUIREMENTS, OVER
'0
_ IS G D AC E
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PT. NO. 1037, NAME: ENC -37;
r,Lp,lb STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1"-20'
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE VERTICAL 1 " =20'
AND 85 FEET WEST OF TRABERT RANCH
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LIMIT OF ORK
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1 GRATE 44.33
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EXISTING GRADE
TIE 4" PERFORATED PVC \--8" PVC PIPE TO DAYLIGHT
PIPE INTO RISER
PLACE PIPE WITH PERFORATIONS
AT THE INVERT 4' 01C
NOTES:
1. BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SAND LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50 -607.
SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
2. GRAVEL BASE SHALL BE 314 CRUSHED ROCK LAYER WITH A MINIMUM OF 12" DEEP.
MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
Li
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PROJECT NO. 262 - 061 -73 _ z Lo
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12/22/2015 c /V%
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SEC. 24,T.13 S.,R.4 W.,SBM
PLANING CASE NO: 19 -091 MIN /COP APN: 262- 061 -73 SHEET 3tbF 6 (n U)
SPECIAL DISTRICT
APPROVALS
MLS
MLS
MLS
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APPROVED
DATE :12/22/20 5
BY: BY: All
k^ R.C.E. NO.: 35471
MASH MAHER, C42519 For GLENN PRUIM, C51274
MICHAEL L. SMITH
EXP. 09/30/17
ENGINEERING /PUBLIC WORKS DIRECTOR
DATE: DATE: At 14 11A
18" SQ. GRATED INLET (OVERFLOW INLET)
SEE DETAIL "A" SHEET 2
1 GRATE 44.33
FL 41.50 FS 44.00 1
,___ __ .. _, i -2 " -3" HARDWOOD MULCH
EXISTING GRADE
TIE 4" PERFORATED PVC \--8" PVC PIPE TO DAYLIGHT
PIPE INTO RISER
PLACE PIPE WITH PERFORATIONS
AT THE INVERT 4' 01C
NOTES:
1. BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SAND LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50 -607.
SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
2. GRAVEL BASE SHALL BE 314 CRUSHED ROCK LAYER WITH A MINIMUM OF 12" DEEP.
MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
Li
3. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED >
ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF o
THE BIORETENTION BASIN IS 47. OF THE IMPERVIOUS AREA DRAINING TO IT. w
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m
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GRADING AND W CONSTRUCTION NOTES: \ - -- - A PAVING
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i'l p u -' / ,' .' 71 TW 62.27
2. THE KEYSTONE WALL WAS CO CTED WITHOUT INSPECTION. THE SOILS -' -/ '' . ` ' / FG 58.50 FG 61.77
ENGINEER IS TO INSPECT THE WORK COMPLETE A REPORT. REPORT DATED % % [ -- -� / ,' j '' -- TIN 62.03
MAY 3, 2013, PROJECT NO. 1013011 / r S I g 1 - - / �\ - _ 3 - _ FG 61.40
3 NG 56.01
3f OTES SHE
3. THE GRADING (FILL BEHIND THE WALL) WAS NOT DONE WITH APERMIT. ET 2 .
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4 TIN 61.95
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P%G
REFERENCES DATE BENCH MARK SCALE
O /j / PT. NO. 1037, NAME: ENC -37;
STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1 " -20'
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE VERTICAL 1 " =20'
AND 85 FEET WEST OF TRABERT RANCH
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DATE //O 2013
BY: BY:
R.C.E. NO.: 35471 MASIH MAHER, C42519 GLENN PRUIM, C51274
MICHAEL L. SMITH EXP. 09/30/1 6 DATE: 1 �7/ 13 EN DATE: RING, 7 P LC3WORKS DIRECTOR
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PLANING CASE NO: 12 -091 MIN /CDP APN: 262- 061 -73 SHEET 3 of 6 0 °
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M�
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3' OPEN FENCE — j EXISTING GRADE
3' RETAINING WALL—
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NOTES:
1. CONSTRUCT WALL OF 8" CMU BLOCK,
STANDARD GREY, STANDARD FINISH.
2. FOOTING AND REINFORCING PER SDRSD C -1,
H (MAX) = 3' -8 ".
PRIVATE RETAINING WALL
NOT TO SCALE DETAIL "B"
3' OPEN FENCE FINISHED GRADE
PARADE GROUND
3' RETAINING WALL = III - III III III - III= IIII_I k
PER SDRSD C -1 I =1 !I 11 1 =1 11I 1 =1
I I I -I 1 1I 11 -I 11 =1 1 11 1 11 I I-
EXISTING GRADE III = III III= III - III =TI -III -1
OFFSITE -III1 I� k
II =III =111= 0" - 2" HEEL
SITEiTi
FOOTING
NOTES.
1. CONSTRUCT WALL OF 8" CMU BLOCK,
STANDARD GREY, STANDARD FINISH.
2. FOOTING AND REINFORCING PER SDRSD C -1,
H (MAX) = 3' -8 ".
PRIVATE RETAINING WALL
NOT TO SCALE SETBACK DETAIL "C"
269 SQUARE FEE
RETENTION AgEA SHALL BE LEVEL AND DEPRESSED
A MIN. OF 6' FROM THE SURROUNDING GRADE
DEEP ROOTED, DENSE, DROUGHT TOLERANT
PLANTING SUITABLE FOR WELL DRAINED SOIL 1
6" SOLID PVC
OVERFLOW PIPE\
ELEV. 56.00
FL 52.75
IN FLOW PIPE (SEE PLAN)—)d
FS 52.25 1
-- -2' -3" HARDWOOD MULCH
8 PVC DRAIN I / � , TIE 4" PERFORATED PVC -8" PVC PIPE TO DRAINAGE SYSTEM
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PLACE PIPE WITH PERFORATIONS
X N AT THE INVERT 4' 01C c
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Got m , X NOTES: a
X X 45 X 44 M LINE EE SH 2 X �� 7 �.
SOIL MIX WITH NO MORE THAN S�i CLAY CONTENT, HE I MIX USHALL" CONTAIN 50D 601w LL
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45 2. GRAVEL BASE SHALL BE 314 CRUSHED ROCK LAYER WITH A MINIMUM OF 12" DEEP. o
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% MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
_
�
�
3. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED
ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF `-
ENGINEER OF WORK: THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. c
SAN DIEGO LAND SURVEYING &ENGINEERING, INC. 4ROFESSIp 4. THE AREA OF THE BIORETENTION BASIN SHALL NOT BE MODIFIED WITHOUT CITY OF LL
9665 CHESAPEAKE DRIVE, SUITE 445 �, `' S� ENCINITAS PERMITTED APPROVAL.
SAN DIEGO, CALIFORNIA 92123 (858) 565 -8362 �► FLOW THROUGH PLANTER- DETAIL 'D'
PROJECT NO. 262 - 061 -73 R.C.E. 35471= `'
DWG. NO. MANCHESTER- SMIP- GP.DWG Exp. 9 -30 -17
yr /� 12/22/2015 C c
MICHAEL L. SMITH, R.C.E. 35471 DATE SCALE 1" = 20' >
REGISTRATION EXPIRES SEPTEMBER 30, 2017
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT MLS I MLS I MLS APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
S PT. NO. 1037; NAME: ENC -37; PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: 3902 MANCHESTER AVENUE <
STAMPING ENC -37, L.S. 7322: SET 2"
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1 " -20' DATE :12/22/20 15 11_G E
2.5" CITY OF ENCINITAS BRASS DISC, 22o BY: BY: A PORTION OF THE E1 /2,SE1 /4,SW1 /4,
FEET NORTH E MANCHESTER AVENUE �'" R.C.E. NO.: 35471 MASIH MAHER, C42519 VaGLENN PRUIM, C51274 SEC. 24,T.13 S.,R.4 W.,SBM
AND 85 FEET WEST OF MANCHESTER AT RANCH VERTICAL 1 "=20' MICHAEL L. SMITH ENGINEERING /PUBLIC WORKS DIRECTOR APN: 262 - 061 -73 SHEET 4 F 6
ROAD. ELEV. = EST O TW E EXP. 09/30/17 DATE: DATE: �� PLANING CASE NO: 12 -091 MIN CDP
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NOTES:
1. CONSTRUCT WALL OF 8" CMU BLOCK,
STANDARD GREY, STANDARD FINISH.
2. FOOTING AND REINFORCING PER SDRSD C -1,
H (MAX) = X -8 ".
PRIVATE RETAINING WALL
NOT TO SCALE DETAIL "B"
3' OPEN FENCE FINISHED GRADE
PARADE GROUND
ITI I I III -i I H I I III III -1 I H
3' RETAINING WALL -III III -III III III =III III=
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FOOTING
NOTES:
1. CONSTRUCT WALL OF 8" CMU BLOCK,
STANDARD GREY, STANDARD FINISH.
2. FOOTING AND REINFORCING PER SDRSD C -1,
H (MAX) = 3' -8 ".
PRIVATE RETAINING WALL
NOT TO SCALE SETBACK DETAIL "C"
GARAGE
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ENGINEER OF WORK•
SAN DIEGO LAND SURVEYING & 4INEERING, INC.
/ 9665 CHESAPEAKE DRIVE, SUITE 445
SAN DIEGO, CALIFORNIA 92123 (8565 -831
PROJECT NO. 262- 061 -73
DWG. NO. MANCHESTER - SMIP- GP.DWG
07/29/2013
MICHAEL L. SMITH, R.C.E. 35471 DATE
REGISTRATION EXPIRES SEPTEMBER 30, 2013
9 -30 -1
SCALE 1" = 20'
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT MLS MILS MILS
APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0.
/�S- RUtI 10 IS• to YS' / PT NO. 1037; NAME: ENC -37; PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
. �` STAMPING ENC -37, L.S. 7322: SET 2" 3902 MANCHESTER AVENUE
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1 " -20' DATE : 07 29 2013 /Vt /V1 11554 -G
2.5" CITY OF ENCINITAS BRASS DISC, 220 �^ BY: BY: A PORTION OF THE E1/2,SE1/4,SW1/4,
FEET NORTH E MANCHESTER AVENUE 1 " =20' / / R.C.E. NO.: 35471 MASIH MAHER, C42519 GLENN PRUIM, C51274 SEC. 24,T.13 S.,R.4 W.,SBM
AND 85 FEET WEST OF TRABERT RANCH VERTICAL MICHAEL L. SMITH ENGINEERING /P B C WORKS DIRECTOR
ROAD. ELEV. = 55.569 NAVD88 EXP. 09/30/13 DATE: 11 DATE: i PLANING CASE NO: 12 -091 MIN CDP APN: 262 - 061 -73 SHEET 4 OF 6
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-
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35' 35'
15' 20' VARIES VARIES l
i 4,
PAINTED 12
CENTERLINE MIN.
PROPOSED DG
SHOULDER PER
2% -2q' DETAIL „C„
___ - -- -
- EXIST AC \ \
EX. BERM AT PAVING
SOME LOCATIONS
TYPICAL STREET SECTION
MANCHESTER AVENUE
(EXISTING STREET)
NO SCALE p
lk75 L
35' 35'
i 15' 20' VARIES VARIES
1 ' PROPOSED DG
PAINTED 12 8' SHOULDER PER
CENTERLINE Ac DETAIL "C"
PAVING
i
EX BERM AT
�
EXIST A- \ \
PAVING SEE AC PAVING
SOME LOCATIONS SECTION BELOW
DECEL LANE TYPICAL SECTION
MANCHESTER AVENUE
(EXISTING STREET)
NO SCALE
EXIST AC PAVING
C
Sf STRIPPING -
EXL�i(IING WATER MAIN - - - - -- - n --- - - - - -- -- - -� - --
- - - - -- -- - -- ER AENUE
L ANCH
m 0�
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7 +00 _ Z - - l
6 +00 _ - —I- - - m I CONSTRUCT 4' SHOULDER -
- - AC PAVI SEE _
SEC TI AT RIGHT _ __ _ ----------------------- --
�- - - - -- - - - - - -- " -- - - -- � --- - - - - -_ /
50.00
rt - ---- - - - -- _1 OOH -E= 252.6 -' - - -& . - - - - --
w�- - -- _ - -- 5_00--__ l -� - -- - - -, I -
R /W
if
4'
2 TO 47. CROSS SLOPE_
fX /sT /NG GRgOF
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COMPACT TO 90%
V12" NATIVE SOIL
COMPACT TO 907.
DETAIL "C"
DG SHOULDER
NO SCALE
- " - -- - - " - -- MATCH EXISTING EDGE OF AC
- _------- - -- - - - - - -- - - -°, - "----------------- -_" - - --'" p PAVING FOR SMOOTH TRANSITION
_ — - - - -- - --- - -- - -- _ - -'' - i 7 WITH NEW PAVING
S N 57 58'14 � 382.23' ----- _ \ 4° ASPHALT PAVING
g o o ,b 4, a,o o 0 6" CLASS 2
AGGREGATE BASE
Hill =Ellllllr_=
I N SCARIFY TO A DEPTH
�0 - - -- - -- _ OF 12" AND RECOMPACT
PER SPECIFICATIONS
AC PAVING SECTION— OFFSITE
CL r EXISTING EDGE OF PAVING RVW
80
_DER
75
70
FENCE
65
MANCHESTER AVENUE SECTION DD so
SCALE 1"= 10'
STATION 1+00.00 TO 5 +00.00
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
U D•1� D IS PT. NO. 1037, NAME: ENC -37;
STAMPING ENC -37, L.S. 7322: SET 2" IN 1116. IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1"-20'
2.5" CITY OF ENCINITAS BRASS DISC, 220
FEET NORTH OF MANCHESTER AVENUE VERTICAL 1 " =20'
AND 85 FEET WEST OF TRABERT RANCH
ROAD. ELEV. = 55.569 NAVD88
EXISTING ROAD STRIPING
R/W CL R/W
MANCHESTER AVENUE SECTION CC
SCALE 1" = 10'
STATION 6 +50.00 TO 9 +48.65
NOT TO SCALE
80
ENGINEER OF WORK.
75 SAN DIEGO LAND SURVEYING & ENGINEERING, INC. gRQFESSlO,
9665 CHESAPEAKE DRIVE, SUITE 445
70 SAN DIEGO, CALIFORNIA 92123 (858) 565 -8362 ` E'
PROJECT NO. 262 - 061 -73
ENCE DWG. N0. MANCHESTER- SMIP- GP.DWG � R.C.E. 3547
65 /' / s Exp. 9 -30 -1
07/29/2013 J'T C /y1V,
60 MICHAEL L SMITH, R.C.E. 35471 DATE �OF CA�1
REGISTRATION EXPIRES SEPTEMBER 30, 2013
SPECIAL DISTRICT
APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
MLS
MLS
MLS
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APPROVED
GRADING PLAN FOR:
3902 MANCHESTER AVENUE
DATE :07/29/20 13
BY: BY:
A PORTION OF THE E1 /2,SE1 /4,SW1 /4,
11554 -G
R.C.E. NO.: 35471
MASIH MAHER, C42519 GLENN PRUIM, C51274
SEC. 24,T.13 S.,R.4 W.,SBM
MICHAEL L. SMITH
EXP. 09/30/13
ENGINEERING P BLI WORKS DIRECTOR
DATE: 11/7/13 DATE:
PLANING CASE NO: 12 -091 MIN /CDP APN: 262- 061 -73
1 SHEET 5 O 6
E
MANCHESTER AVENUE SECTION CC
SCALE 1" = 10'
STATION 6 +50.00 TO 9 +48.65
NOT TO SCALE
80
ENGINEER OF WORK.
75 SAN DIEGO LAND SURVEYING & ENGINEERING, INC. gRQFESSlO,
9665 CHESAPEAKE DRIVE, SUITE 445
70 SAN DIEGO, CALIFORNIA 92123 (858) 565 -8362 ` E'
PROJECT NO. 262 - 061 -73
ENCE DWG. N0. MANCHESTER- SMIP- GP.DWG � R.C.E. 3547
65 /' / s Exp. 9 -30 -1
07/29/2013 J'T C /y1V,
60 MICHAEL L SMITH, R.C.E. 35471 DATE �OF CA�1
REGISTRATION EXPIRES SEPTEMBER 30, 2013
SPECIAL DISTRICT
APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
MLS
MLS
MLS
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APPROVED
GRADING PLAN FOR:
3902 MANCHESTER AVENUE
DATE :07/29/20 13
BY: BY:
A PORTION OF THE E1 /2,SE1 /4,SW1 /4,
11554 -G
R.C.E. NO.: 35471
MASIH MAHER, C42519 GLENN PRUIM, C51274
SEC. 24,T.13 S.,R.4 W.,SBM
MICHAEL L. SMITH
EXP. 09/30/13
ENGINEERING P BLI WORKS DIRECTOR
DATE: 11/7/13 DATE:
PLANING CASE NO: 12 -091 MIN /CDP APN: 262- 061 -73
1 SHEET 5 O 6
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CONCRETE
'PROVIDE TRANSITION TO PUBLIC
RIGHT —OF —WAY THAT WILL NOT
ALLOW RUNOFF TO FLOW
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PROFILE
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LOW SIDE OF I
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STABILIZED CONSTR. ENTRANCE - DETAIL "F )p
NO SCALE
DIRECTION OF FLOW
PLAN VIEW
STACK THREE HIGH
OR PER PLAN
•
SIDE VIEW
ER01
GRAVF,T. RAC STAC'KTATG PATTERN T)FTATT. "T)"
NOT TO SCALE
SILT FENCE
PROJECT
SILT FENCE (2" X 2- POST)
ONE FOOT OFF
OF PROPERTY LINE
FILTER FABRIC
6" X 6" TRENCH
NO SCALE
PROFILE
PUBLIC STREET
SILT FENCE - DETAIL "E"
ENGINEER OF WORK:
SAN DIEGO LAND SURVEYING & ENGINEERING, INC.
9665 CHESAPEAKE DRIVE, SUITE 445
SAN DIEGO, CALIFORNIA 92123 (858) 565 -8362
PROJECT NO. 262 - 061 -73
DWG. NO. MANCHESTER3902— GP- 02SIMP.DWG
V V lcb� 0712912013
MICHAEL L. SMITH, R.C.E. 35471 DATE
REGISTRATION EXPIRES SEPTEMBER 30, 2013
N1954000
N 1953600
N 1953200
11
\
LRE.Vl� IONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT MLS MLS MLS APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0.
PT. NO. 1037; NAME: ENC -37; PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
�lF 26. •t0•l STAMPING ENC -37, L.S. 7322: SET 2" 3902 MANCHESTER AVENUE
IRON PIPE WITH CONCRETE COLLAR AND HORIZONTAL 1' =50' DATE : 07/29/2 13
2.5" CITY OF ENCINITAS BRASS DISC, 220 BY: w1. BY: A PORTION OF THE E1 /2,SE1 /4,SW1 /4, 11554 -G
FEET NORTH OF MANCHESTER AVENUE R.C.E. NO.: 35471 MASIH MAHE , C42519 GLENN PRUIM, C51274 SEC. 24,T.13 S.,R.4 W.,SBM
AND 85 FEET WEST OF TRABERT RANCH VERTICAL 1'=50' MICHAEL L. SMITH ENGINEERING /PUB WORKS DIRECTOR
ROAD. ELEV. = 55.569 NAVD88 EXP. 09/30/13 DATE: 11/7/13 DATE: / 7 .? PLANING CASE NO: 12 -091 MIN CDP APN: 262- 061 -73 SHEET 6 OF 6
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