2005-9274 G LEGEND
GENERAL NOTES GRADING
SAN DIEGUITO WATER DISTRICT NOTES PROPERTY LINES C)
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR Ex EASEMENT —
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION
(1) REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT EXISTING UTILITY POLE -♦-
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES.
CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR PP
EXISTING OVERHEAD UTILITY � HV
DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY
THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR �
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL
STATE STRUCTURE WITHIN THE LIMITS OF THIS PROJECT E CONTOUR
REQUEST FOR INSPECTION. THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION
EXISTING O N—SITE PAVING
2 . THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGA AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED 2 ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE
PROPOSED 2 - LOT RESIDENTIAL DEVELOPMENT, NORTHWEST CORNER OF SEEMAN IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
AND CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD Ex TREE
DRIVE AND ENCINITAS BLVD., ENCINITAS, CALIFORNIA" JOB NO. 04 -4659, FOR EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF
MR. LARRY BAKER, PREPARED BY C.W. LA MONTE CO., INC. 4350 PALM AVE. #253, 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. Ex. BUILDING — —�
LA MESA, CA. 91941 (619) 462 -9861 DATED - _�2 , AND THE ADDENDUM POSITIVE DRAINAGE AND PREVENT PONDING OF WATER HE /SHE SHALL CONTROL
SURFACE ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
4/19/ . .
BY C.W. LA MONTE CO. DATED SHALL BE CONSIDERED AS A . PERMISSION BY SAN DIEGUITO WATER DISTRICT. Ex FIRE
HYDRANT WITH ADDED -
- --- - -- WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE PROTECTION POSTS
WM -04 PER WF 04
PART OF THIS GRADING PLAT. ALL GRADING SHALL BE DONE IN SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED (3)
C DITCH (D -75)
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES CONTRACTOR AND
OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST
TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES EXISTING SEWERLINE
CONTAINED IN SAID REPORT AND ADDENDUM. HAVE BEEN INSTALLED.
VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED EXISTING WATERLINE w
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE WATER FACILITIES MUST MEET CURRENT WATER AGENCIES'
STANDARDS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
COMMITTEE (W ASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN PROP. SEWERLINE (SDR -35)
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED PROP SEWER CLEANOUT (SDRSD S-3)
„
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (4) UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION
WHEN PARALLELING > TO A DEPTH OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE PROP. 3 WIDE x 1
DEEP A.C. DRAINAGE SWALE �
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- SITE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,SPREAD, WATER AND COMPACT THE FILL
IN WATER SERVICES.
GRADING. STRICT ACCORDANCE WITH SPECIFICATIONS PROP. SEWER LATERAL (PVC —SDR 35} S -17 c
(5) MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROP. DRAINAGE SWALE - -�
4. CUT AND FILL SLOPES SHALL BE GUT AND TRIMMED TO FINISH GRADE TO PRODUCE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO EXISTING EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
(6) LL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL PROP. EASEMENT(AS LABELED) —
CONDITION PRIOR TO GRADING. }
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, RO OTS OTHER TRAVELED WAYS. WATER METERS
MUST BE IN FRONT OF THE PARCEL
6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH THEY
ARE SERVING PROPOSED PRIVATE PVC SDR 35 STORM DRAIN -�
I DISTURBED OR DESTROYED SHALL BE ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
(BEDDING AND BACK FILL PER D -6o}
BENCH NARK WHICH S
REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE
PROPOSED AREA DRAIN SEE DETAIL
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
LICENSED LAND SURVEYOR SHEET
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO ENVIRONMENTAL DATA PROPOSED CONCRETE PAVING a
Q
ON —SITE OUTSIDE BUILDING
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
1 } STEEPEST EXISTING NATURAL SLOPE ON -SITE =1.1:1 PROPOSED A .C . PAVING— MINIMUM
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE 2)
MAXIMUM VERTICAL DEPTH OF CUT =3' 3 "A.C./6 "CL.11 BASE TO THE SATISFACTION
STANDARDS, LAWS AND REGULATIONS. DISPOSAL OF ANY SUCH MATERIAL. 3) MAXIMUM VERTICAL DEPTH OF FILL = 9 OF
THE CITY ENGINEER
8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF 4} AVERAGE DEPTH OF CUT = 50 C.Y. /34,800 S.F. X 27
= .04 FT 3' WIDE CONCRETE GUTTER
PER SDRSD G -12
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED SOILS ENGINEER'S CERTIFICATE 5) AVERAGE DEPTH OF FILL = 1060 C.Y. /16,873
S.F. X 27 = 1.7 FT PER S TYPE A GRAVITY RETAINING WALL
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, 1 »
PER SDRSD C -9
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. I C.W. LA MONTE, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, EARTHWORK:
3/4 -1" COMBINATION METER(WS -09)
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, CUT = 50 C.Y. FILL = 1,060 C.Y 3/4" DOMESTIC
1 " FIRE SERVICE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
TRENCH RESURFACING PER CITY
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION IMPORT
= 1010 C.Y CITY OF ENCINITAS STANDARDS
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR BETWEEN THE DATES ° AND ONE COMPLETE COPY OF THE SOILS REPORT REMEDIAL
= 3780 C.Y. (3' REMOVAL AND RECOMPACT UNDER PROXIMITY MAP
AND 5 OUTSIDE OF PAVED AREAS)
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE COMPILED FROM THIS TUDY, ITH MY RECOMMENDATIONS, HAS BEEN NOTE:
CUT /FILL QUANTITIES ARE FOR PERMIT PURPOSES
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, [ HAVE
ONLY AND SHOULD NOT BE USED FOR CONTRACTS
o
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
5
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR SITE ADDRESS W
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THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL MR. HAROLD L. BAKER: MR.BRIAN BAGLEY & LINDSAY DUFF:
`" BLVD.
SIGNED : - - -- - - � t ---- ------ -___ -- -- -'
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH - --
REGARDS TO THE HAULING OPERATION. RCE NO.: _25,24 E. 495 ` � 120 &120A SEEMAN DRIVE 90 & 90A SEEMAN DRIVE
ENCINITAS w
EXP. DATE: 12 05, _ �.'� ENCINITAS, CA. 92024 ENCINITAS, CA. 92024 SITE o 0�
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT esio�, w z C0
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF C.W. LA MONTE COMPANY, INC. E rp i o
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 4350 PALM 25, LA MESA, CA. 91941
<< 9274 -G - AVE., � � �� ,U
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THE GRADING UNDER PERMIT NO. ___ HAS BEEN (619) 462 9861 �a -3t_ o,�
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED JOB NO. 04 -4659 c�vi�.
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN STATEMENT OF ENGINEER OF WORK G;' NO
SCAJX
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF AS ..�..,�,,
THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
�''�' ��47, E -7 O
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND 0
NOTIFICATIONS PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER OWNER OWNER U
T PIPES AND AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE PARKS AND RECREATION
LINDSAY DUFF 011-1 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER
MR. HAROLD L. BAKER MR.BRIAN BAGLEY & L Q
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
REVIE _ 124 SEEMAN DRIVE CO- TRUSTEES OF THE BRYAN BAGLEY
AV�t�LA81! E RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
WE B L� 05 ENCINITAS, CA. 92024 AND LINDSAY DUFF TRUST U /D /T DATED
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
DATE PH. (760).436-7946 FEBRUARY 3, 2003. �
D <
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES SUFFICIENCY OR ADEQUACY OF THE PLANS QR DESIGN, AND IT THEREFORE DOES
APN 259- 310 -40 SIGNATURE EXPIRES 2 YEARS AFTER DATE 1702 DO RA DRIVE c}
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR
CARDIFF, CA. 92007
WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
PH. (760) 505 -8360
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS PUBLIC WORKS APN 259 - 310 -41
W � W
T AGE
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND AND EMPLOYEES FROM PROPERTY DAM OR BODILY INJURY ARISING SOLELY FROM
REVIEWED BY: W I--
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
NOTIFICATION OF COMMENCEMENT OF WORK: .� 2? OWNER'S CERTIFICATE Z :D
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY DATE I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER O
A. SEWERS - ENCINITAS SANITARY DISTRICT -(800) 422 -4133 AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
ORGEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE Z ., 0
BY: DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE OVER ALLGRADING ACTIVITY AND ADVISE ON THE COMPACTION
W Y
B. GAS & ELECTRIC -SAN DIEGO GAS & ELECTRIC -(800) 422 -4133 GARY K. PI AND STABILITY OFTHE SITE.
OQ �
_ FIRE DISTRICT FOR APN 259 -310 -4
C. WATER SAN DIEGUITO WATER DISTRICT — (800) 422 BAKER TRUSTEE OF THE DATE n- a
a ss.10 REVi WED BY: � � Y _ i _ HAROLD
D. TELEPHONE — PACIFIC TELEPHONE —(800} 422 -4133 RCE 24000 &4�t� 5 Z7 0� HAROLD L. BAKER, JR. FAMILY
TRUST L,J Q
PIRO ENGINEERING A.t �� DATE ED SE MBER 13, 2004. 0 0
.� m UD
E. CABLE TV - COX COMMUNICATIONS -(800) 422 -4133 930 BOARDWALK, SUITED 8 N o. 24000 FOR APN 259- 310 -41
SAN MARCOS, CALIFORNIA 92078 EM.12 -31 -05 SIGNATURE EXPIRES 2 YEARS AFTER DATE - - -- -- --
- -
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE PHONE: 760 * V BY: RYAN BAGLEY - TRUSTEE OF
THE DATE p
} 744 -3700 � civil BRYAN BAGLEY AND LINDSAY DUFF TRUST
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS W0. 3041 �� OF C�� °4 SAN DIEGUITO NEATER DISTRICT PLAN AND BUILDIN .
U /T DATED FEBRUARY 3, 2003 0 Cj
PROJECT. PHONE: (619) 633 -2770.
RE BY REVIEWED Y. ��26� LLB 0 Z
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS AS BUILTS s12� S• a �' ___ -- _ -- -----
---- -- ____ -- Lj 0
FOR INSPECTION. PHONE: (619) ALL WORK PERFORMED ,n DA E DATE LINDSA DUFF C -- TRUSTEE OF
THE DATE W W
633 -2770. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT ($ BRYAN BAGLEY AND LINDSAY DUFF TRUST
F-A ry Z
TO REJECTION AND REMOVAL GARY PIRO* R.C.E. 24000 WE' SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS
AFTER DATE U /D /T DATED FEBRUARY 3, 2003 LD � F1
Z I� Z
REVISIONS APPROVED DATE REFERENCES DATE B ENCH MARK SCALE SPECIAL DIS TRICT APPROVALS CIT C>F EN CINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0, W Q 0_
A s 13 u; It • •t •0 ho ILS DESCRIPTION S.D.CO WELL MON. PLANS PREPARED UNDER SUPERVISI ❑N ❑F REC ❑MM NDE
s APP ❑ E GRADING PLAN F RESIDENTIAL BUILDING SITES
BM R0458 TOP OF BRASS CAP 11/23/04 `
LOCATION: T. INTERSECTION ENCINITAS HORIZONTAL 1 =20 DATE BY; BY.
• 4000 APN 259- 310 -40 & APN X59- 310 -41 92/ 'G
BLVD. AND BALOUR DR., STA. 64 +10.97 R .C.E. RC N❑. DATE,.
R.S. 458. RECORD FROM S.D. C D.P.W. . 12/31/ DA E. ° BAKER AND BAGLEY RESIDENCE S
ELEVATION: 332.83' DATUM: USC &GS VERTICAL . GA Y K, PIR❑ EXP, R.C.E. R.C.E.
PLANNING CASE 04 -203 CDP & 04 -202 CDP SHEET 1 OF 5
SHTI .LSH Z:\Sdsk\proj\3041\dwg\base.dwg 5 /26/2005 7:40:46 AM PST `„gyp, 3041
STORMWATER POLLUTION CONTROL BMP NOTES
EROSION AND SEDIMENT CONTROL
RELATIVE TO CONSTRUCTION ACTIVITIES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _______ MR. LARRY BAKER -AT CONCRETE WASHOUT ON -SITE CONSTRUCTION MATERIAL
STORAGE d
__
( PHONE NUMBER) (760) 436 -7946, 24 HOURS A DAY
. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA STORED MATERIALS SHALL BE CONTAINED IN
A SECURE PLACE TO PREVENT SEEPAGE
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL TO CONTAIN WASHOUT AND �
BE MADE AVAILABLE AT ALL UT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SPILLAGE. CONTRACTOR
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY
NECESSARY MATERIALS AND THE LIKE INTO THE STORMWATER CO OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15 }. ALL NECES STUCCO, PLASTER CONVEYANCE SYSTEM OR ANY 0
SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RECEIVING WATER. W
OUT LOCATION. STORED ON -SITE.
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASH
. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
3. DEVICES ONSTRUCTION SITE
ES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL ACCESS STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,
ASPHALT CONCRETE, AGGREGATE
ENGINEERING INSPECTOR.
O F THE E BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTTATED STORMWAT
KING ORDER TO CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND ER
OR CON FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WIT
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TOW A STABILIZE
- G RAINFALL. NT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS SOIL STABILIZATION MEASURES AND PROVIDED
WITH A TEMPORARY SEDIMENT BARRIER
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING INGRESS TO PREVENT
S MAY BE GRAVEL AND /
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES A OR CORRUGATED STEEL PANELS /PLATES. AROUND THE PERIMETER
AT ALL TIMES. .
REQUIRE BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR CONSTRUCTION VEHICLES
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. TRAINING
ENCINITAS
NECESSARY PRECAUTIONS TO AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR . CONTRACTORS' EMPLOYEES WHO
PERFORM CONSTRUCTION IN THE CITY OF
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKEN HAZARDOUS A SPECIFIC A
EATS A HAZAR VEHICLES PARKING VEHICLE HALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER
POLLUTION
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE CONSTRUCTION VEHIC � S
TINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE
TO EVERYONE WORKING
CONDITION. REFUELING, AND ROUTINE
OFF- -SITE. ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
7. ALL EROSION CONTROL MEASURES PROVIDE PER THE APPROVED GRADING PLAN SHALL SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES.
BE INCORPORATED HEREON. EROSION CONTROL
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF EROSIVE SURFACES. SLOPED SURFACES WASTE
MANAGEMENT
SLOPE AT
THE CONCLUSION OF EACH WORK DAY. . EROSION CONTROL MUST BE PROVIDED FOR ALL
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ESPECIALLY SHALL BE PROTECTED AGAINST CONTRACTOR SHALL
BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE A
9. A EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
ALL R SION UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON TH
WORKING DAY WHEN } ER
THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT �40� }. ION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED
FIBER MATRIX N OS GROUND WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTL
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
MET WEATHER. PROHIBITED.
GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE S SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES
A ALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION NO SEE AGE FROM DUMPSTER
OF GR
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE . DIVERSION DIKES SHALL T EROSION USING PERMANENT AND SHALL BE PLACED
AROUND DUMPSTERS
SITE. CONTRACTOR SHALL PROTE TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTL
STABILIZE WITH PUNCHED STRAW INS CT CHANNELS AGAINST
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF TEMPORARY EROSION CONTROL MEASURES. FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
CONSERVATION.
SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TING VEGETATION ONLY WHEN ABSOLUTELY LI
. REMOVE EXISTING TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS,
WATER -BASED PAINTS, VEHICLE
•
UNNECESSARILY, TLLEY HELP DECREASE EROSION. }
FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
H YD ROSES NOTES
E PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LAND
1. HYDROSEEING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6. 1 TEMPORARY VEGETATION MUST B HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS
ION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY OR DISPOSED OF A INS TOLL FREE AT (800) 714 -1195.
FOR
HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: IMMEDIATELY PLANNED FOR EROS THE SOIJ. MATERIAL, CALL THE HAZARDOUS
WASTE HOTL
PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND LANDFILLS AND TO ORDER DUMPSTERS CALL
EDCO AT (760) 436 -4151.
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS INFORMATION ON
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO AS SOON AS POSSIBLE, ONCE EXCAVATION AN D
RESISTANT CHARACTER OF THE MATERIAL AS ON OF . PLANT PERMANENT VEGETATION . POLLUTANTS SHALL BE KEPT OFF EXPOSE
SURFACES. PLACE TRASH CANS AND
EROSION DUE TO THE EROSION RESTS GRADING ACTIVITIES ARE COMPLETE.
APPROVEO BY THE CITY ENGINEER. RECYCLING RECEPTACLES AROUND THE SITE.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
GROWTH. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND
CHECKED FREQUENTLY FOR
LEVEL FOR THE GROWTH OF 0 THE HYDROSEEDED ED . P
3. HYDROSEEDING MIX SHALL - CONSIST
THAN, LEGAL DES CRIPTION � CONSIST OF ALL FOLLOWING: I CES A. SE MIX
THE LEAKS. CONTRACTOR SHALL PROVIDE SECO
SHALL CONSIST OF NO NDARY CONTAINMENT AND LOCATE PORTABL
FROM PRELIMINARY TITLE REPORT 1/5/2005 -CHICAGO TITLE CO.) TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
PARCEL A; (APN: 259 - 310 - 40) ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND
2. 20 LBS PER ACRE OF ZORRO FESCUE
{ STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
3. 3 LBS PER ACRE OF E SCHOOL CIA CALI FORK! CA THE NORTHERLY 111- FEE'S' OF THE SOUTHWEST QUART OF T =�3E NO RTH EA ST" . 0
QUA S OF HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
4. 4 LBS PER ACRE OF ACHILLEA MILEFOLIA .I SOUTHWEST QUARTER OF THE NORTMIEST QUA OF SECTION 14. T0 IS H IP 1. SQU'�'E
3 LBS PER ACRE OF AL YSSUM (CARPET OF SNOW) BERIARDINO EASE MERIDIAhT, THE COUNTY OF SAINT D IEGO, STA'L'E 0.&.
0 - ) 5. RANGE 4 WEST, SAN
2 LB PER ACRE OF DIMORPHOLECA RNIA ACCORDING TO U�TIiED STATES CO�IERrMNT SURVEY, APPROVED �.PP�IL 19,
Qo
6. 1
� OMITTED ON LOCATIONS CAI�IFO ;
7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY BE
PUBLIC 18 8 l LY NORTHERLY OF THE COUNTY' ROAD AS SAID ROAD TS DES III= DEED FROM N
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A t
STREET OR RESIDENTIAL STRUCTURES. M _ A . FRINCEHOUSL, Er AL, TO T HE
COUNTY OF SALT DIEGO DATED FEBRUARY 28, 19 3 0 AND �
8. ITEM A OF THIS SUBSE CTION MUST BE INOCULATED TTI ON . WITH A NITROGEN RECORDED IN BOOS 1 764 r PACE 5 7 OF DEED . WITH
THE NOR.T��RLY 13.1 FEET
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING OF THE EASTERLY'' 90 .00 FEET OF TH SOUTx HALF OF THE N ORTHWEST
QUARTER OF THE. �
BEFORE DYROSEEDING. D SoUTH�TST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 1.4, L
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS F SAID 111 ITE IN UNOPENED ROAD. _ THE SOUTH LINE
O •08 FEET LYING
U LTU R E NORTHEASTERLY OF SAID COUNT' �
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRIC ULTURE Q
CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS PARALLEL WITH. _�'� MEASURED AT RIGHT ANGLES TO A LINF= �HZCi� $EAF�'.S
NORTH $ � ° 3 `d ' X31 rr
10. NON -PHYTO - TOXIC WETTING AGENTS MAY BE ADDED TO THE H YD R O S E E o WEST AS SHOWN ON RECORD OF S URVr -f NO- 88 RECORDED IN T
HE OFFI OF T11E SAN D-1,
SLURRY AT THE DISCRETION OF THE CONTRACTOR. DIEGO COUNTY RECORDER ON DECEMBER 17 r 19$3_ OF QFFICYAL RFC�7RDS •
Q
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
TYPE 6 MULCH (STRAIN) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
EXCEPTING PTIL�t G T EP 'FROG TH. T PORT: ON GRANTED TO T COU T"Z OF SAN D I EGO FOR ETREE .
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
PURPOSES IN MAY 23 , 19 6 9 , DOCUMENT NO . 96110 AND �E 5 , 196 9 AS DOCUMENT NO . Q
50% OF THE STRAW INTO THE SOIL.
101186 aF OFFI CIAL RECORDS C) 00
C. FERTILIZER CONSISTING OF AMMON
iUM PHOSPHATE SULFATE, 16 -20 -0, WHITI� 15 z 0
SULFUR
APPLIED AT THE RATE OF 500 LBS PER ACRE. PARCEL B : * ( APN: 259 D111 LJ
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEOING BY: W
QU -� �. � . D $ FEET OF '�h+E ss� W
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF: THAT PORTION O F LAND TYI SOUTHERLY OF THE N OR I H:E RLY 111 � oN Z �
����r�EST QUARTER OF THE h�0�. `rHEAs�' QUARTER OF THE Sa,YT7��wEST QU OF THE ,� j �� 0
1. TRACK WALKING SLOPES STEEPER THAN 6: 1. SO Q
rr { 14 T OWNSHI P P .1 SOUTH , RANGE 4 WEST . SANT r'3ERNA�2D I NO G �' ,� x Z O
NORTHWEST
AR TER ER OF S EC'I` IQ�. � No. z4000 � ..
t R.NL ACCORDING- TO _ W Y
RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. BASE MERIDIANS IN THE CO�U= OF SAN DIEGO, STATE Off' CAL
J 7) 2.
AT IT IS SUITABLE FOR PLANTING BY: � �. G OVERNMENT SUR APPROVED APRIL �.5 , 1.881, LYING NORTHERLY OF THE �,
� Q �
B. CONDITIONING THE SOILS SO THAT DE A DAMP BUT NOT UNITED S GO
�ERN
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROM COUNTY ROAD AS SAID ROAD IS DESCRIBED IN DEED FROM M.A. PRINCEHOUSE ET AL, To
��`�T� cn'Ii' 1 � 0 4� � 3: �
OF c�►L �
C)
SATURATED SEE BED. DI EG O , DATED FEBRUARY 28, 3-930 AND RECORDED IN ROOK 1.764 , PAGE
n n,-
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING THE CO � TY O� SAKI DISC
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
57 OF DEED. LOGETHER WITH xt�AT PORTION OF � LYING SOUTHERLY OF THE NORTHERLY W Q �
zz
1 . 4 8 FEET OF THE EASTERLY 90-00 FEET OF = SOUTH =KALF OF THE NORTHWFSrr 0 O
SAID OF SAID SECT 14,
OF THE
A VIGOROUS GROWTH = UTIr ES E
DARTR. E �' OR�KEST`
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROV Q m C�
RE OUAF..�`ER OF �0 Q
AREAS WHER N ORTHERLY LIKE OF ID PORTZ ONS O
� '�-`a Z I\
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR. FOR COMPLETED LYING NORTHEASTERL OF SAID COUNTY R OAD- ` _ w N
�
HYDROSEEING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS LIES FARAL LEL V11TH AND MEASURED AT RIGHT ANGLES TO A LIrIE WHICH BEARS
NORTH GARY K. PIRO RCE 24000 ro _
AND ALL SECURITY RELEASED.
_ ., - � O�
8938 r 41' WEST t,5 SHOW '1U O � RECORD OF SURVEY NO . 389.7. RECORDED IN THE OFFICE �.
Cl
THE SAN DIEGO
COUNTY RECORDER ON DECEMBER 17 , 1 9 81. of OFFICIAL RECORDS- �� D W � z
DATE: W 0
FOR STREET
EXCEPTING THEREFROM THAT PORTION GRANTED TO THE COUNTY Or SA�� DID
PURPOSES 1N MAY 2 3 , 1969, DOCUMENT NO. 961.10, AND JUNE 5, 19 9 AS - DOCUMENT NO-. 0 I=1
0
103.186 OF OFFICIAL RECORDS
z�=
DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY of EN
CtNiTAS DRAWING NO, W Q 0-
SPECIAL DISTRICT
E s DATE BENCH MARK SCALE 91 D DATE REFEREN SUPERVISIDN ❑F RECOMMENDED APP VE GRADING
PLAN FOR RESIDENTIAL., BUILDING SITES
REVISI ❑NS APPROVE PLANS PREPARED UNDER
�GL-- ( P / / 5 7 / 0 6 DESCRIPTION: S.D.CO. WELL MON. _ -41 92
. d, � *��•o � �' DATE ; 11/23/04 BY; /� � BY= - N 259- 310 - 40 & APN 259 310
A s A u f � "'�'� BM R0458 TOP OF BRASS CAP DA A P
1� =Z0�
LOCATION: Q INTERSECTION ENCINITAS HORIZONTAL
R.C,E, N11. 24000 , : DATES '0 1(o fay DATE= 6ff��o5 BAKER AND BAGLEY RESIDENCES
BLVD. AND BALOUR DR., STA. 64 +1 0.97 10 12/31/05 R.C.E. R.C.E. SHEET 2 ❑F 5
R.S. 458. RECORD FROM S.D. CO. D.P.W. VERTICAL GA Y K. PLR❑ EXPF. PLANNING CASE 04 -203 CDP & 04 -202 CDP
ELEVATION: 332.83' DATUM: USC &GS '
' Z: Sdsk ro 3041 dw base.dw 5/26/2005 7:40:46 AM PST W❑ 304
1 1P S� � 91 9
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