2011-11020 G (Plans)GRADING 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 "LIMITED GEOTECHNICAL INVESTIGATION
PROPOSED SINGLE- FAMILY RESIDENCE, 113f9 LARK SONG LANE,
OLIVENHAIN AREA, CITY OF ENCINITAS, CALIFORNIA" PREPARED BY
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC., DATED
AUGUST 29, 2011 ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
SAID REPORT.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
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 (112)
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
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 (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 HE
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. 11020 -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 WERE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
AND THAT 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 TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES 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
SPECIFICATIONS. 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 SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
AS BUILT
WILLIAM G. MACK
R.C.E. NO. 73620
EXP. 11,40 -14
REVISIONS
I
-ADD P DOL `
7 - ADD WRLLS
F7 2
At), L.-P
DA
APPROVED 1 DATE
NOTIFICATIONS
STORMWATER POLLUTION CONTROL BMP NOTES
ENVIRONMENTAL NOTES:
D. TELEPHONE - SBC (BOO) 422 -4133 - DIG ALERT
LEGAL DESCRIPTION
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
RELATIVE TO CONSTR UCTION ACTIVITIES
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA
IS N/A
PARCEL 3 OF MAP 5867
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
CONCRETE WASHOUT
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
FOR THE PROPER COMPLETION OF
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
THE IMPROVEMENTS.
PROJECT NO. 11- 1148A5
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
A.P.N.:
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.0 FT
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
ON THESE PLANS, HOWEVER:
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.0
FT
264 - 143 -30
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) =
2.2 FT
DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF,
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
OF CUT AREA OF CUT (S. F.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
SITE ADDRESS
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
REJECTION AND REMOVAL.
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
CONSTRUCTION SITE ACCESS
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) =
1.3 FT
1159 LARK SONG LANE
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
OF FILL AREA OF CUT (S. F.
ENCINITAS, CA 92024
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
NI A ! R!
OU D1 LLD
I N R1J � A REGISTERED CIVIL ENGINEER IN THE STATE OF
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
R A
JAY REFOLD
OF COMMENCEMENT OF WORK.
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
OWNER S CERTIFICATE
OWMR/PERMITTEE
A. SEWERS - LWD (760) 753 -0155
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
UNNECESSARILY, • THEY HELP DECREASE EROSION.
PANELS /PLATES.
DIRECTION BETWEEN THE DATES A -11-
COPY OF THE SOILS REPORT COMPILED
'I AND ONE COMPLETE
FROM THIS STUDY, WITH MY
B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT
"?
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
REFOLD FAMILY TRUST
CONSTRUCTION VEHICLES
THESE PLANS.
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
132 N. EL CAMINO REAL
C WATER - OMWD (800) 422 -4133 - DIG ALERT
ENGINEER, FURTHERMORE, I
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
DEBRA REF LD °-
ENCINITAS CA 92024
BEEN INCORPORATED INNTHj GRADINGI LANS AND SPECIFICATIONS.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
D. TELEPHONE - SBC (BOO) 422 -4133 - DIG ALERT
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
ADDITIONS TO THESE PLANS WHICH THE
CITY ENGINEER DETERMINES
E. CABLE TV - COX (600) 422 -4133 - DIG ALERT
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, IN
ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
EROSION CONTROL
THE IMPROVEMENTS.
PROJECT NO. 11- 1148A5
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
PHONE: (619) 258 -7901
DRAIN, DRIVEWAY, AND STREET.
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
PHONE: (760) 633 -2770.
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
I HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
OVER ALL GRADING ACTIVITY AND
ADVISE OF THE COMPACTION
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF,
AND STABILITY OF THE SITE.
THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
THIS PROJECT.
REJECTION AND REMOVAL.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
SOILS ENGINEER'S CERTIFICATE
CONSTRUCTION CONTRACTOR SHALL PROTECT CHANNELS EROSION
USING AND TEMPORARY EROSION CONTROL MEASURES.
�~ ®, �.,
►7.-Zdo to
NI A ! R!
OU D1 LLD
I N R1J � A REGISTERED CIVIL ENGINEER IN THE STATE OF
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
R A
JAY REFOLD
DATE
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
UNNECESSARILY, • THEY HELP DECREASE EROSION.
DIRECTION BETWEEN THE DATES A -11-
COPY OF THE SOILS REPORT COMPILED
'I AND ONE COMPLETE
FROM THIS STUDY, WITH MY
"?
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
ENGINEER, FURTHERMORE, I
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
DEBRA REF LD °-
DATE
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
SHIELD AND BIND THE SOIL.
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPORATED INNTHj GRADINGI LANS AND SPECIFICATIONS.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
SIGNED:
f1+
a M+ anA. \ 1 ��+^ �1 yaAAa
GRADING ACTIVITIES ARE COMPLETE.
RCE NO.: 15L4071
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
(EXCLUDING ROOFTOPS)
EXP. DATE:
ON -SITE CONSTRUCTION MATERIAL STORAGE
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, IN
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
10925 HARTLEY ROAD, SUITE 'I' ;_; "'
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
SANTEE, CA 92071
STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
PROJECT NO. 11- 1148A5
FOR ALL FUEL STORED ON -SITE.
PHONE: (619) 258 -7901
DRAIN, DRIVEWAY, AND STREET.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
OLIVENHAW MUNICIPAL WATER DISTRICT
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE
APPURTENANCES
FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED '
CONSTRUCTED ACCORDING TO CURRENT MUNICIPAL
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION
AROUND THE PERIMETER AT ALL TIMES.
OF WATER MAINS AND FACILITIES OF
TRAINING
2. REVIEW OF THIS PLAN BY OLIVENHAIN MUNICIPAL WATER DISTRICT
DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF,
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
THIS PROJECT.
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
ESTIMATED EARTHWORK QUANTITIES
600 CUBIC YARDS EXCAVATION (CUT)
600 CUBIC YARDS EMBANKMENT (FILL)
0 CUBIC YARDS EXPORT
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
TRENCH VOLUMES OR ANY OVEREXCAVATION, 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 OR SWELL FACTORS).
REMEDIAL GRADING QUANTITIES ARE NOTABLE TO BE
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
AND RECOMPACTION DEPTHS.
OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. �Tr�+y MAP
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE Y 1 lw A
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN WASTE MANAGEMENT
10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT NTS
PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
GIVEN WRITTEN PERMISSION BY OLIVENHAIN MUNICIPAL WATER DISTRICT. AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE STA TEMENT OF ENGINEER OF WORK
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) STANDARDS. IF STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN MATERIAL. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
PARALLELING WATER SERVICES. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS, MUST BE TAKEN FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS THE WORK PERFORMED BY THE ENGINEER.
FRONT OF THE PARCEL THEY ARE SERVING. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
B. CALIFORNIA B ED STATE LAW ASSEMBLY BILL AB 1953 REPAIR IS REQUIRING THAT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND BY.'
POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE RECYCLING RECEPTACLES AROUND THE SITE.
WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE WIL` A G MACK DATE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
NO -LEAD BRASS PARTS.
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND RCE No. 73620 QPOFESS.r
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS O N GREG q!
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SURFACES.
SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN PASCO LARET SUITER & ASSOCIATES
ACCORDANCE WITH CURRENT OMWD STANDARDS. 535 N. COAST HIGHWAY 101
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, Cm z
NOTES: AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL SOLANA BEACH CA, 92074 ND. 73620 ,r'„ Lu THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. PLSA 1913 Exp. 12/31/12
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE
WORKING
RING THE PPUBLICTRIGHTEOFTWAY .HFAILUREITO DO SO C
`�q� CIVI
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND LANDSCAPING OF CALIF
DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE 1, ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
LINE IS. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED
UNDERGROUND. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED,OVER 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION L.BUCADLAWASTEWATBRDISnUCT
STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 1L
CONVEYED TO AN APPROVED DRAINAGE FACILITY. PUBLIC SEWER SYSTEM APPROVAL
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, PPROV D BY' LWD DISTRICT ENGINEER
VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED
WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. ` Z6 sl
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY - -
PROPOSED CONTOURS 261
EXISTING CONTOURS - - - -261- -- - -
EXISTING EDGE OF PAVEMENT
EXISTING FENCE -X-X-
EXISTING AC BERM
RIGHT OF WAY LINE
SETBACK LINE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING SEWER LATERAL
EXISTING WATER SERVICE
LIMIT OF GRADING
FLOWLINE DIRECTION
PROPOSED BUILDING
STORMWATER RETENTION AREA
NOT TO BE MODIFIED WITHOUT
A PERMIT FROM THE CITY
PROPOSED HARDSCAPE AREA
PROPOSED SEWER LATERAL
PER LWD S -18
_S _S_
W W
a
4 -°
0
EXISTING ONSITE
PROPOSED ONSITE
R IEWED BY: <
IMPERVIOUS AREA
IMPERVIOUS AREA
NET CHANGE
(EXCLUDING ROOFTOPS)
(EXCLUDING ROOFTOPS)
0 SF
1.590 SF HARDSCAPE
1,590 SF
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER NAME RCE DA E BIAP STATUS;
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 3 /r2.
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST FILM EXP: DATE STAND`aMPROIBCT
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY ENCINITAS FM PROTECTION DIST. OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS PARRS & RBCRBATION DEPT. ENCINITAS PUBLIC WORKS DEPT.
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
R VIE D
R IEWED BY: <
RE Y.°
REVIEWED Y.
OVER A PERVIOUS SURFACE.
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL
f
_
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND
_�.� 1
✓ �'
/�
/Z /�c /�'
CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
DATE
DA E.'
AT :
DATE:
DRAIN, DRIVEWAY, AND STREET.
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
585 N Cast Highway 101 Ste A Solana ]Beach, CA 92 075
ph 858.259.8212 1 ffz 858.259.4812 1 plsaemgimeeaing , com
DATE BENCHMARK SCALE PLANNING & BURDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CrrY OF ENCINITAS LNM4EERING DEPARTMENT
WGM WGM WJS
IN SOUTH CURB OF CALLE ACERVO AT
THE WEST END OF THE WESTERLY CURB
RETURN OF THE EAST DRIVEWAY OF
ELEMENTARY SCHOOL 0.1 MI NE OF
RANCHO SANTA FE RD
DATUM: NAVD BB. ELEVATION = 220.432
HORIZONAL N/A
VERTICAL N/A
REVIEWED BY'
47LC. /Co , Zo n
DATE
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED
DATE: I t BY:
R.C.E. NO. 73620 MASIH MAHER PPENCE A. WATT
WILLIAM G. MACK EXP. 12 -31 -12 PUBLIC WPRK DIQECTOR
DATE: 14 / 12 DA TE: / 7' I ``
GRADING PLAN FOR:
1159 LARK SONG LANE
Gw;�dt�1=�Y�G1<Il�I�
.oro
11020 -G
SHEET 1 OF 3 1
PLSA 1913
r
•
LEUCADIA WASTEWATER DISTRICT
SEWER SERVICE LATERAL
EASEMET NOTES
EVSTALLATIONCOVn L1tVCENOTES GRADING PLAN FOR.
THE FOLLOWING IS A LIST OF ALL PLOTTABLE
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, EASEMENTS LISTED IN THE PRELIMINARY TITLE
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY REPORT BY CHICAGO TITLE COMPANY ORDER
N0. 73711008343-PM DATED AUGUST 5, 2011
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING 1159 OR AFTER CONSTRUCTION. LARD LA_N_E ITEM 7
2. ALL DESIGN, MATERIALS AND CONSTRUCTION WORK SHALL CONFORM GRANTED TO: OLIVENHAIN MUNICAL WATER DISTRICT
TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND PURPOSE.' PIPELINES
TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC RECORDED SEPTEMBER 25, 1974
WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD PER FILE NO. 74- 257823 OF OFFICAL RECORDS
DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE
LWD SEWER STANDARDS GOVERN.
ITEM 8
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS GRANTED TO: LEUCADIA WATER DISTRICT
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. PURPOSE: PIPELINES
RECORDED SEPTEMBER 25, 1974
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN PER FILE NO. 74- 257823 OF OFFICAL RECORDS
SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. ensnwc INSTALL DEEP CUT SEWER LATERAL PER LWD S -18.
EDGE OF c1% EN7 USE EXISTING WYE CONNECTION FROM EXISITING ITEM 9
5.THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE �ap(� GONG �ANE EXISTING SEWER LATERAL PER TM 9696 -I, LWD REVISION GRANTED T0: SAN DIEGO GAS & ELECTRIC COMPANY
YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR LARK ✓ � DATED 2- 18 -97. INSTALL TRENCH RESURFACING PER PURPOSE., PUBLIC UTILITIES AND INGRESS AND EGRESS
REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR SEWER MAC E�NNC D' ` CITY OF ENCINITAS STANDARDS APN 14,3 -7 PARCEL 4 RECORDED AUGUST 12, 1975
MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER (PR��IATE) RI - 256.4± AC CURD
ro l PER FILE N0. 75- 212733 OF OFFICAL RECORDS
TO LWD. m AC l FL= 253.1± MUTING LIMIT OF P 7 DRAINAGE FLOWLINE
°c N3G DRAINAGE FLOWLIAE ITEM 10
EXISTING 8" VCP SEWER MAIN RRNSFORMEN GRADING Ca Ile 1. D %' SI`OPE
6..PRIDR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A EXISTING 1% MIN SLOPE PURPOSE: PROPOSED PRIVATE ROAD AND UTILITY
PE�s1M 9696 -I sER "awNO,€ sa7T EK:snwc rtac G L no.p fG 253.
LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 SETBACK LIME (TYPICAL)
HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. NB ' 1 0 'W 25 16' E�s'"c "0°D "� IE 152.5 FOUND ," IRON PIPE Wi,N D#3D STAMPED RECORDED MARCH 13, 1975
FOUND 3/4° X 75° IR�d�RjPE \ L5. ,3$34 PER A. 497 PM 5587 AND PM7113 PER PARCEL MAP 4174
M97H PU5710 GAP LS. aaa�s , 4 ° MOM 3 � IRON PI E PER P
7..APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A Fri r� 9i \\ _ - _ as /a SAID .ARGG asps.
REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE W / / EM
OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE °`�- EXIS NG EA TS - - _ \ 60- -- - TO: HARRY J. HEISLER
WITHIN THE LIMITS OF THIS PROJECT. SEE EASEMENT) ~ s rm•_ EXV NC -EY ��`c c - - -� - 6" PVC 5D Or)
ITEMS 7, e, 91 10, 1a ANA . aR7 ° / Nc _ 7 0 ` PURPOSE.' ROAD AND UTILITY
ING CONCRETE RECORDED NOVEMBER 3, 1976
B..ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT 13 & 14 £ c }® j _ d y Rca„ \ I \ BROW DITCH PER FILE N0. 76- 366163 OF OFFICIAL RECORDS
ENGINEER IN WRITING PRIOR TO CONSTRUCTION. \ EX/FS =266.5 m° 7. kk sp t
Oi �!� N ° (p V ° e <° °O ° NG PINE E\
EXISTING 6" AC WATERL �" /� �iu�y a F(z =261 ITEM 13
9..CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE PER TM 9696 -I w�° P BLE PAV �A FG 261.00 \ M 1 A APN 151- TO: SAN DIEGO GAS & ELECTRIC
DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL r ORCOa -BR OR (Lc'� m J- / I
NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER INSTALL NEW 12' WIDE ` ° FG= 261.00 1 1 PURPOSE: PUBLIC UTILITIES INGRESS & EGRESS
FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS DRIVEWAY PER SDRSD G -14A \q o �_ FG- 261.00 I ` , `�� i t \ ExsOND wow FENCE RECORDED DECEMBER 20, 1977
APPROVED BY DISTRICT ENGINEER. o . a � / ` a 1 PER FILE NO. 77- 525050 OF OFFICIAL RECORDS
10..ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE °-0 \ "� 4 ! F9261.65 fl8= 291.00 , 1 25� INSTALL 4" PVC ITEM 14
11 STOR%VRAIN
SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. p C APM264- •143 -30 { 1 t i T0: WAYNE SCHWARTZ ET UX
" " FS 261.25 ` (TYPICAL) PURPOSE.' ROAD & UTILITY
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH 61 �, \ \ •s F/ GROSS AREA D.64 A N °'
LATERAL LOCATION BY THE CONTRACTOR. EXISTING WATER SERVICE LIMIT OF 'ARZX-H NElAREA -O 63 AC I 2% kIN 1 RECORDED JUL Y 2, 1982
ABANDON EXISTING 5' DEEP SEWER LATERAL GRADING \ �� Ryp) , - 1.25 I N 1 I v I PER FILE NO. 82- 206668 OF OFFICIAL RECORDS
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH FF- 2606 FG=26 .00 I
PER TM 9696 -I LWWD REVISION 2- 18 -97. USE x snNG aaNt�E tlA I.O
LATERAL. THE WIRE SHALL EXTEND P TO A 2" COPPER TAG TIED AND �T,; �ROn ��� �'6` '((a 2� I 1 I 1
EXISITNG WYE CONNECTION FOR NEW DEEP CiAAE 61. 11 ITEM 16
SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE CUT LATERAL. I TO: FERNANDO P. TOVAR AND FRANCES P/ TOVAR
6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE B ...,.,.E r, , nr p CUT FIL GARAGE FS= 1.65 -
TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE 0 ,m r. L- - 1 LINT �� WALL I ` 1 j �� PURPOSE: PRIVATE WATERLINES
UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF 7W 26q.o I I RECORDED NOVEMBER 25, 1977
CONNECTION. u, ZGI.O I I FS= 261.65 3% 1 % I I I \ � PER FILE NO. 1997-0599108 OF OFFICIAL RECORDS
SETBACK L (TYPICAL) ) I z
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. a°
4" PVG 5D (TYA)
14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL Ill
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 36°` M0 HEIGHT - 1 it /1 / Iffill ;EA-9104-11
ELGAD CELTIK WALL ' E iNC BOB A > s Q0L 9 !
OUT- r 24 fill THITS
�, "
15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO x NO PINE 4 R �O T-2l
EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. CONSTRUCTION SITE ACCESS NOTE.* AREA DRA ). \ N
CTYP) '" E%i N E Gk.TP �, T \ #4 BARS
STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS tiW 262A y / 54" MAX NT CHU WA 3" MIN COVER
MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES ALL ROADWAYS HALL BE A MINIMUM OF 24 FEET IN f3W 2(0 5 % a+ FOR pobL EQJIGMijy 6"
INTO AN EXISTING SEWER. WIDTH DURING CONSTRUCTION AND MAINTAINED D OF CON WALL
Z} / i J 1 .: �JCLOSLRE MIN 4" PVC PIPE - -
FREE AND CLEAR INCLUDING THE PARKING OF DEGI" "P EARNG FENCE �� . � f � I I I I
r 33b' MAX HT FINISHED GRADE 1 1B"
16. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA Cpyp f ` 3ELGMAX I T 6 MIN
FLOW IN THE EXISTING SEWER FIRE AND TEH ENCINITAS FIRE DEPARTMENT. DOpq ! N T, CELTIK WN MIN
A 25' I -
AND OUTSIDE CONNECTION
MENSION AS THE TO PLAIN ENO
I NG T REPAIRED. PVC AL SEWER Q I REMENPLINGS pW 260.1 .- 4 �_ q S H
PATIO CONCRETE
TW 260.7 \T 254.5 BROW DITCH
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS \ R c 4" PVC PIPE L L � 6"
COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS HALL EASEMENT FOR PRIVATE NE / q I \ 1 #4 BARS #4 BARS MIN
BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). a RETAINING WALL NOTE: SEE EASEMENT NOTES IT 16 1.0, // \ SETBACK LINE 3" MIN COVER 3" MIN COVER
THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, RETR IAIfNG WALL5 5NOWN RKEDM( Sil BF CONSTRUCTED (TYPICAL)
THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR PER °BELGARD b%PV5C,4P6S CELTIK WALL STANDARDIZE PARCEL- � INSTALL 4" PVC �' � � 2,500 PSI (MIN) CONCRETE
PSI (MIN)
COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN P STORMfJFiAIN I CONCRETE CONCRETE FRONT
END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE ENGINfLQING GUIDELINE" WITR RRE- ENGINEERED AE51C,N5 PP
FOR WALL HE16ifr5 UP TO 6 FT UAILE55 OTHERWISE NOTED. W 220AU TG-e89 2 r�' A 151 SECTION ELEVATION
OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. � 2� � �G- �b&48- \�` �
18. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN 3N 260.2cE \ \ 2h`I' I j RIP-RAP ENE Y
TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO D ,� ��T s \ Emma P��L R 251 DISSIPATOR PER A MODIFIED SDRSD D -30 HEADWALL DETAIL
PVC, A TRANSI�ONACOUPLING INC. STYLE 501,
USED WITH AR GASKET RANGES FOP EACH END OF THE G1C!' DJ rGPLAN 2� 5 S \ ` SDRSD D -40 Al
COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE 2`'3.5 PIPE OUTLET N. T. S.
COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, 1 " =20' 7W 253.5 INSTALL HEADWALL
GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR PER DETAIL THIS SHEET
CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 5W 253,5 IE � =� ,L 49 0 A- DEEP - ROOTED DROUGHT
MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL a 0 I 1 TOLERANT PLANTS FOR
BE TYPE 316 STAINLESS STEEL. WELL - DRAINED SOILS OR
t IL CITY APPROVED EQUIV. 2" HARDWOOD MULCH
19. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME SEWER LATERAL DATA °� >J��� r / 'A FG= 249.50 COVER OR CITY
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
DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE
IDEPTH @ MAIN
I IE @ MAIN
LENGTH
I SLOPE
DROP @ MAIN
DEPTH @ EASEM'T
IE @ EASEM'T
I BACKFLOW REO'D
13.3'±
253.0±
27. 0't
1 2%
1.2'
1 12.0'±
254.5±
YES
APPROVED EQUIVALENT
STAN7ARD BMP AREA NOT TO BE
MODIFIED WITHOUT A PERMIT
k'`INRX F�EIGHT N ED FROM THE CITY OF ENCINITAS / / / 6" MIN
GNU '% --249 50 N " 401, BRD11♦CS Ell
START OF CONSTRUCTION.
20. PRIOR TO CONSTRUCTION AND AFTER EXISTING LATERAL AND WYE HAVE BEEN FOUND
-TW 253.a �� I
W/ RAISED MET GRATE
TG= 249.00
AND EXPOSED, CONTRACTOR SHALL SUBMIT A CONNECTION DETAIL OF THE PROPOSED SEWER
$W Zli -6. IK
_
IE248.00
LATERAL TO EXISITNG WYE TO LWD FOR REVIEW AND APPROVAL.
I°
FG= 249.50
-
- 12" ENGINEERED SOIL
rG'
INSTALL
PIPE T TO
* SEE NOTE BELOW
SRCW DITCH PER
APN 264 - 143 -29
I
I
?�A� LE?7ER OF PERMISSION
__. DATED 12' 1 12
_
_ _
-
2" OF 3/8" GRAVEL
APN 264 - 143 -30
t
Dti r5t SIGNED BY EAfC NOATHBROOK
_
-
APN 264- 143 -27 FOUND 3 {4° X , ; "°"
U"'" P "o
f
-�
i-
12" OF 314" GRAVEL
DOSED
PER GR sN
APN 1.51-
-
-
*� SEE NOTE BELOW
FINISHED GRAS
PROPOSED
6" DIAMETER PERFORATED PVC
FG =261.0 AEW RESIDENCE FG=261.0 I FINISHED GRADE
_ 2% FF =21I PAD = 261.00 2% I SLEDRAIN WRAPPED IN FILTER FABRIC
MR 1� c't * BIORETENTIM 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
! .I ! ..... ... { I - _ NOTE.' SHA YCONTAIN 50- 660E%X SAND, 20-30% COMPOST OR HARDWOOD ANMULC , AND
- PAVER INSTALLATION SHALL BE PER 20-30% TOPSOIL, F OF STONES. STUMPS ROOTS OR SIMILAR OBJECTS,
SECTION A APPROXIMATE LIME 'j7 MANUFACTURERS RECOMMENDATIONS. AAD ALSO FREE OF NOXIOUS WEEDS.
OF EXISTING GRADE ! PAVER SECTION IS SHOWN FOR
REFERENCE DALY. PAVER SECTION IS * 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DRAINAGE FLOWLIAE DRAINAGE FLOhLIAE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
REQUIRED TO MAINTAIN IWOSED LOADS PERMEABLE PAVERS
NOT TO SCALE OF NOT LESS THAN 75,000 LBS ORCO AQUA -ERIC OR EQUAL DETAIL
114" TO 318" JOINTS
SECTION
PROPOSED FILL OPENINGS IN PAVER W/ SAND VOID FILLER
PATIO
4"
PATIO OVER 6" SAND (MIN) 2 FINISHED GRADE UNITS WITH 1/4" TO 3/8" DETAIL RETENTION AREA SECTION
APPROXIMATE LIRE AGGREGATE
NEW RESIDENCE FS= 261.65 5" HIGH EARTH BEM f4H 25325
OF EXISTING GRADE I 2" BEDDING COURSE LAYER NOT TO SCALE
FF= 261.75, PAD --261.00 19 2% T TM OF 'SLR Q 253.�i 1 LIMIT OF boo oc 1/4" TO 3/8" AGGREGATE
Z �-7
-' -n,T„' - y" GRADING acs a� c
o r llgl P i rl ISHED �ao o oc 4" BASE COURSE LAYER pFESS
z .. 36' MAY HT. FG= 248.75 -, � � o I
mla BELGA RE) CEL71 K 1/2" TO 1" AGGREGATE Q`�peP GREGG�q��
)ALL sv "NnxffT- 12" SUR BASE COURSE LAYER
AS BUMT APPROXIMATE L - c n U w n w - 2 112" TO 3" ANGULAR ROCK ~; Z PAS C O LAR T S U I T E R
OF EXISTING GRA c� m
�_ EXISTING CONIIETE �, No. 73620
STOMWATER RETENTION AREA BROW DITCH ¢ EXp. 12/31/12 �
-_- 'to'DAYUCAUT SEE SOIL SECTION DETAIL THIS SHEET GRAPHIC SCALE 1"=20' do ASSOCIATES
POOL FE PE1LHrt 12yp4I3 �P CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
9 3 SECTION SECTION C PERMEABLE PAVER DETAIL
WILLIA G. MACK �d DATE sTg7F OFICA 1F 535 N Coast Highway 101 Ste A S®ieffia Beach, CA 92075
R.C.E. NO. 73620 NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 20 40 60
EXP. 12. ° 31 - 1 W ph 858.259.8212 1 fa 858.259.4812 pistengineering.com
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAT F PLANNING & BUILDING
DESIGNED BY ORWGM BY CHEWJS sv APMOVALS C= OF ENCINUAS ENGRiFY -J IlNTG DEPARTMENT DRAWING NO.
C 44 I - ADD PV U(_ SLa "CLSB- 006 ", 2.5" BRASS DISK GRADING PLAN FOR:
- IN SOUTH CURB OF CALLE ACERVO AT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED
z cC#12-AND WALLS CF5TE+�S THE WEST END OF THE WESTERLY CURB REVIEWED B G
V Z 'I RETURN OF THE EAST DRIVEWAY OF HORIZONAL 1 " =20' �� DATE: 17 Z , BY: 1159 LARK SONG LANE 11020 -G
ems.
ELEMENTARY SCHOOL 0.1 MI NE OF R.C.E. N0. 73620
MASIH MAHER 64PENCE A. WATT
RANCHO SANTA FE RD VERTICAL N/A �� /� 207 PUBLIC ORKS DjfECTOR
DATE: WILLIAM G. MACK EXP. 12 -31 -12 DATE: _ 114112- DATE. _ _'� - r A.P.N. #264 - 143 -30 SHEET 2 OF 3
DATUM: NAVD 88, ELEVATION = 220.432
12121201 IM, \1913.pro PLSA 1913
log
NOTES:
1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE
RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY
POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP
THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION
OF ALL CONSTRUCTION OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON
SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF
DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO
LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER
OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD
GLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE
POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES,
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE
REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
REDUCE THE POTENTIAL FOR STORM WATER TO COME IN
CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS
FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES,
WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE
- ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT
BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN
AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE
IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS
SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY
INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING
IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER
HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT
THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR
BREAKS REPAIRS WILL BE ARRANGED FOR AND THE
IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY
OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
TOM SANFORD AT (760) 685 -1936 24 HOURS
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE 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
UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
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.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
n
N
H
EROSION CONTROL PLAN FOR:
1 159 LARK SONG LANE
EXISTING WATER SERVICE
ABANDON EXISTING 5' DEEP .SEWER LATERAL
PER TM 9696 -I LWWD REVISION 2- 18 -97. USE
EXISTING WYE CONNECTION FOR NEW DEEP
CUT LATERAL.
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
NOTE''
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
Cl TRAPPING DEVICE
A
W °e
ORIGINAL Q ° °
GRADE -� ° ° ° ° ° ° °
WIDTH AS REQUIRED
§ e ° ° $ ° e a TO ACCOMODATE
c A e e ANTICIPATED TRAFFIC
J ° ° ad ° e
19' RADIUS
MIN. 20' MIN
LDA ^'STALL DEER cur SEwE - ORARY
SE EXISTING WYE CO CT. Z7E7AIL A - GONSTRJGTION ENTRANCE
EWER LATERAL M 9s RVSTRUCTION
TED 2_18 97. NSTALL NoT TO SCALE
ITY OF ENCI' AS STANDA 40-27 INSTALL TEMP. FIBER ROLLS
DRAINAGE EL DWLINF� LIMIT OF
ALONG SITE PERIMERCIRAGE FLOWLINE
1% MIN SLOPE /� GRADING ,f 1% MIN SLOPE
�- SETBACK LINE {TYPICAL)
NB ' 140'W
- -� - -- -- - -- - -- �- ,-b C
° z
Fu =26fO.
ln
W(, oI G`o' SIC OR E( Lao 6 yv FG =21P ,00 \ MThF
Vie?= 2s1.00
a ° FS= 261.65 t 15=2q 00 \
APN 264 - 143-30 1
LIMIT OF 61 \ 'ms's , F GROSS AREA 0.64 A
GRADING \ 1 ti FS= 461.25 NE7AREA --a 63 AC i f 2% IN
s !\ FF= 261.75 FG -26 0o j
GA�ZAq PAD- '-261.00 I I
DRAINAGE FLOWLINE CUT FILM -� GARAGE FS= 261.65 I
1% MIN SLOPE I Llty i � ALL
FS =261.65 <I
SETBACK LINE (TYPICAL) -
INSTALL TEMP. FIBER ROLLST �sT Aso
ALONG SITE PERIMETER.
INSTALL TEMP. HYDROSEEDING
ON ALL GRADED SLOPES
✓'
EASEMENT FOR PRIVATE WATERLINE-`
SEE EASEMENT NOTES ITEM 16 1.0'
INSTALL 4" PVC
S TORACRA IN
(TYPICAL) DR41N
TG= 260.40
IE =259.90
EROSION CONTROL PLAN
1 " =20'
g
IEM
:
.65 ° P 770-
m,t g
.f ) si
i
)OR J i
rn
y
�i
§e/
EXISTING CONCRETE
SQ ey S n d !am BROW DITCH
j
1 N 151 -7
\ INSTALL TEMP. HYDROSEEDING
ON ALL GRADED SLOPES
I i I T T
PVC
SR GRAIN G T=a6O.40 (TYPICAL)
JI I ! IE= �.:65� RUNOFF
FG= 249.50
INSTALL TEMP. GRAVEL BAGS
FOR INLET PROTECTION FG =249
v f
APN 0
DRAIN j
RIP-RAP E L
.
.
DISSIPA TOPER
rG =260,4
IE= 259i? �
SORSD D-40
1e
• • OUTLET
REVISIONS
INSTALL HEADWALL
DATE
PER DETAIL THIS SFEET
/
i
RIP -RAP ENERGY
I f
a
DESIGNED BY
DISSIPA TOR PER
APPROVALS
STANDARD BW AREA NOT TO BE
DRAWING NO.
MODIFIED -WITHOUT A PER41T
SDRSD D -40
I
BROOKS BR
W1 RAISED INLET GRATE
PIPE OUTLET
P�
,.1
INSTALL HEADWALL
REVIEWED
BY: �
MASIH MAHER
DATE:_ /4J I2-
VRENCE A. WATT
PUBLIC WORKS DIRECTOR
DATE: � ��
EROSION CONTROL PLAN FOR:
1159 LARK SONG LANE
A.P.N. #264- 143 -30
PER DETAIL THIS SHEET
2 - AO(J WAD b sfEPS
ok^
y�
IE OUT = 252.6±
�^
a • DETAIL THIS 34EET
�l
(
I
LIMIT
IGRADING
INSTALL TEMP. FIBER ROLLS
$
��
DATE.'
!
SHEET 3 OF 3
ALONG SITE PERIMETER
GRAIN ( `
25'
rG= 250140
\ \
EXISTiAG CONCt rE
IE =259.q'0
BROW DITCH
\ 1
�
FG= 249.50
INSTALL TEMP. GRAVEL BAGS
FOR INLET PROTECTION FG =249
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
NOT TO SCALE
AS BUILT
GRAPHIC SCALE 1 " =20'
0 20 40 60
APN 0
RIP-RAP E L
.
.
DISSIPA TOPER
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A Solana Reach, CA 92075
S Y
ph 858.259.8212 1 fa 858.259.4512 p1saemmglnee8lffig.com
SORSD D-40
1e
• • OUTLET
REVISIONS
INSTALL HEADWALL
DATE
PER DETAIL THIS SFEET
DATE
I III I
I1 O S! V
$('AL$
PLANNING & BUn DING
DESIGNED BY
oRWGM BY CHEwis BY
APPROVALS
STANDARD BW AREA NOT TO BE
DRAWING NO.
MODIFIED -WITHOUT A PER41T
' CCd! I - A bb fbOL, IMT2,
FRM THE CITY OF ENCINITAS
BROOKS BR
W1 RAISED INLET GRATE
HORIZONAL _NIA
VERTICAL NIA
REVIEWED BY:
��a,..
,.1
UNDER THE SUPERVISION OF
DATE: I 2
R.C.E. NO. 736 0
EXP. 12 -31 -12
REVIEWED
BY: �
MASIH MAHER
DATE:_ /4J I2-
VRENCE A. WATT
PUBLIC WORKS DIRECTOR
DATE: � ��
EROSION CONTROL PLAN FOR:
1159 LARK SONG LANE
A.P.N. #264- 143 -30
�PIPE OUTLET TO
2 - AO(J WAD b sfEPS
ok^
y�
INSTALL HEADWALL
�^
a • DETAIL THIS 34EET
A V264-151-74
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
NOT TO SCALE
AS BUILT
GRAPHIC SCALE 1 " =20'
0 20 40 60
w No. 73620 m
Exp. 12/31/12 a
s'Tq CIVI\-
F�
OF CALL
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A Solana Reach, CA 92075
S Y
ph 858.259.8212 1 fa 858.259.4512 p1saemmglnee8lffig.com
2
f
WILLIAM G. CKTD�� 7
R.C.E. NO. 73620
EXP. 11-11-14
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCEMIARK
$('AL$
PLANNING & BUn DING
DESIGNED BY
oRWGM BY CHEwis BY
APPROVALS
CITY OF ENCMITAS ENGENMIUNG DEPARTMENT
DRAWING NO.
' CCd! I - A bb fbOL, IMT2,
"CLSB- 006 ", 2.5" BRASS DISK
IN SOUTH CURB OF HE E ACERVO AT
THE WEST END OF THE WESTERLY CURB
RETURN OF THE EAST DRIVEWAY OF
ELEMENTARY SCHOOL 0.1 MI NE OF
RANCHO SANTA FE RD
DATUM: NAVD 88, ELEVATION = 220.432
HORIZONAL _NIA
VERTICAL NIA
REVIEWED BY:
��a,..
PLANS PREPARED
0
WIL IAM G. MAC
UNDER THE SUPERVISION OF
DATE: I 2
R.C.E. NO. 736 0
EXP. 12 -31 -12
REVIEWED
BY: �
MASIH MAHER
DATE:_ /4J I2-
VRENCE A. WATT
PUBLIC WORKS DIRECTOR
DATE: � ��
EROSION CONTROL PLAN FOR:
1159 LARK SONG LANE
A.P.N. #264- 143 -30
11020 -G
2 - AO(J WAD b sfEPS
ok^
S'F1eE i Z
p� L.
�
-
��
DATE.'
SHEET 3 OF 3
12121201 IM. • \1913.oro PLSA 1913
1
•