2004-9023 G (Plans) A. GENERAL C. GRADING E. HYDRO-SEED WORK TO BE DONE PROJECT DATA
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED ON-SITE
CONSTRUCTION MATERIAL STORAGE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT OWNER: LEAH LEW & TILMAN OLTERSOORF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT 6:1(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY
ARE: BY THE CITY ENGINEER. 427 BRISTOL AVENUE
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND COMPACTION OF FILLS AND BAC E AND COMPACTION OF A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 1.
MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE CARDIFF BY THE SEA, CA 92007
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE }, THIS
SET OF PLANS
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER
OF PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL (760) 634-3183
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON THE MATERIAL AS APPROVED BY THE CITY ENGINEER. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON-SITE. BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS. PROJECT A.P.N. 260-283-2300
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION COMPLETION OF GRADING OPERATIONS, HE/SHE SHALL STATE THAT 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF
THE SOIL AT THE 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED PROJECT
ADDRESS: 427 BRISTOL AVENUE
FOR LEVI/OLTERSOORF RESICENCE ADDITION AND GARAGE, 427 OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. ON-SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT BY THE CI7Y OF VISTA STANDARDS.
BRISTOL AVENUE, CARDIFF, CALIFORNIA", PREPARED BY MARTIN R. HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM 4, THE SOW STANDARDS AND SPECIFICATIONS FOR WATER. CARDIFF BY THE SEA, CA 92007
OWEN PE, GE, PROJECT NO. 030721, 1 DATED JULY 21, 2003, EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN A. SEED MIX SHALL CONSIST OF NO LESS THAN: CONCENTRATED
STORMWATER FLOWS AND STORMDR41N INLETS. STOCKPILES 5. SOILS REPORT PREPARED 8Y MARTIN OWEN, G.E., DATED JULY 21,2003. PROJECT SOILS MARTIN R. OWEN PE, GE
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL o. 20 LOS. PER ACRE OF ROSE CLOVER SHALL BE
COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND
GRADING SHALL BE DONE IN ACCORDANCE WITH THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR b. 20 LBS. PER ACRE OF ZORRO FESCUE PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT NE GINEER• 4730 NOYES STREET 1 402
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID INTENDED USE. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA ALL TIMES. NOTE: WORK
AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY SAN DIEGO, CA 92109
REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA TEL/FAX
(858) 273-3955
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) TRAINING S.D.R.S.D. - SAN DIEGO REGIONAL
STD. DRAWING,, UNLESS OTHERWISE NOTED
3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL f. 112 LB. PER ACRE OF DIMORPHOLECA PROJECT CIVIL
ENGINEERING DESIGN GROUP
OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 9. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE
OMITTED ON CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC77ON IN THE CITY OF ITEM N0. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY NGE WEER.' 2121 MONTIEL
ROAD
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS SAN MA0NTIE CALIFORNIA 92069
w APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. STORMWATER
POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL } PATHWAY FILTRATION D}
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT Q / SHEET 2 i �A 106 SF (760) 839-7302 PHONE
CONJUNCTION WITH IMPROVEMENT PLANS. h. ITEM 'o' OF THIS SUBSECTION MUST 8E INOCULATED WITH A NITROGEN BE AVAILABLE 70 EVERYONE WORKING ON
SITE. THE PROPERTY OWNER(S) AND 0 RETAINING WALL 02 /SHT. 2 260 SF (760) 480-7477 FAX
w DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN -�-«
° INSTALLED. FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER
4. WRITTEN PERMISSION SHALL 8E OBTAINED FOR ANY OFF- BEFORE HYDROSEEDING. REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. GRAVEL BAGS
150 EA
SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN 3
N
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND
WASTE MANAGEMENT 5 SILT FENCE D2 1SHL3 -a-fl--a- 40 LF SOILS ENGINEER'S CERTIFICATE
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID 6 6"0 AREA DRAINS
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE CONTAINERS. 1. CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERTY DISPOSING OF ALL 6 1, MARTIN R. OWEN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL j. NON-PHYFO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 7 6" STRIP DRAIN NOS MIN} CHANNEL DRAIN 35 LF PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, HEREBY
GRADING. AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SLURRY AT THE DISCRETION OF THE CONTRACTOR. WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
w NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. ® 6" SCH. 40 __ -____= 125 LF WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 21, 2003.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, 2.
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. 8 PERFORATED 6" SCH. 40 "" "'r^ 30 LF ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS
STUDY, WITH
S OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED
IT BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL - MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
° RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING
NO LESS STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. NOTE. QUANTITIES ARE FOR PERMIT PURPOSES ONLY. C NTRA T ENGINEER. FURTHERMORE, f HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY
OR A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. THAN 50% OF THE STRAW INTO THE SOIL. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPSTERS WITHOUT 0 C OR SHALL CONFIRM ALL THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
QUANTITIES FOR BIDDING PURPOSES ONLY.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN 4; CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
15% LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ULPHUR APPLIED AT THE RATE OF 500 LBS. 16-20-0, WITH 15 PER
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH SHEET INDEX
-° ACRE. MATERIAL.
c� RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL 4. AREAS TO BE HYDRO-SEEDED SHALL BE PREPARED PRIOR TO 3.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED STAMP
c FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE HYDRO-SEEDING BY. PAINTS, VEHICLE FLUIDS,
BROKEN ASPHALT AND CONCRETE, WOOD, AND '
0
B. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE-HALF (1/2) ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST SHT NO. DESCRIPTION SIGNED: %
ALL STONES, ROOTS AND OTHER MATTER EXPOSED OR EXCAVATION MARTIN R. OWEN
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE OR BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS
B OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 1 TITLE SHEET & NOTES '
CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR a. TRACK WALKING SLOPES STEEPER THAN 6:L WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,
CALL THE RCE NR ® r
ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND u • 2 GRADING PLAN
�� W Y b`
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a ABOVE. HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING THE GRADING ORDINANCE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: ON LANDFILLS
AND TO ORDER DUMPSTERS CALL EQtiQ AT (760) 436-4151. 3 EROSION ;
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED
SURFACES. PLACE TRASH CANS CONTROL PLAN EXP. DATE: -
a PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE SATURATED SEED BED. AND RECYCLING RECEPTACLES
AROUND THE SITE.
c' GRADING CONTRACTOR, AND PERMITEE. THE PREGRADE MEETING MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED MARTIN R. OWEN PE, GE ..
ww SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY 4730 NOYES STREET 1 402
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 5. HYDRO-SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS OWNERS CERTIFICATE SAN DIEGO, CA 92109
ADVANCE BY CALLING (760) 633-2770.
°
'' APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR ON PERVIOUS SURFACES. I
(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
TEL/FAX (858) 273-3955 z 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS LOCATION OF DEBRIS
FILL SHALL BE SECURED FROM THE SOILS AREAS WHERE HYDRO-SEEDING IS THE PERMANENT LANDSCAPING, UNTIL 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE JOB f 030721
TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE SUCH MATERIAL. OVER GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. STABILITY
OF THE SITE.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY STORMWATER POLLUTION CONTROL BMP NOTES
w ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. D. EROSION CONTROL
RELATIVE TO CONSTRUCTION ACTIVITIES SAN DIEGUITO WATER DISTRICT NOTES
0 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING LEAH LEVI
PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEAH CONCRETE WASHOUT -�
ATE STATEMENT OF ENGINEER OF WORK
RELEASE OF SECURITY, AN AS-GRADED CERTIFICATE SHALL BE LEVI TILMAN OLTERSDORF AT 760) 634-3183, 24 HOURS A 1. REVIEW OF THIS PLAN BY SAN DIEGUITO
THE WATER DISTRICT DOES NOT I g �zy oy THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
PROVIDED STATING: 'THE GRADING UNDER PERMIT No.9023-G HAS ( CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE CONSTITUTE A REPRESENTATION
AS TO THE ACCURACY OF, THE LOCATION OF, ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
z DAY. TILMAN OLTERSDORF
a BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE WASHOUT AREA R CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL E WASH OR THE EXISTENCE OR NON-EXISTENCE
OF, ANY UNDERGROUND UTILITY, PIPE DATE PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
t� APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED FURTHER AGREES THAT THE WORK PERFORMED HEREIN SH,A.LL BE IN
w MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR 2. ALL EXIS7ING FACILITIES WHICH
MAY AFFECT FINAL DESIGN, I.E., LINE
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE OWNER: LEAH LEVI/ TILMAN OLTERSDORF ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED BY THE CITY OF
(OCTOBER i TO APRIL 15). ALL NECESSARY MATERIALS SHALL SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION
SHALL BE FIELD 427 BRISTOL AV., CARDIFF BY THE SEA, GA 92007 ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
DATE AND SIGNATURE OF TH_' CIVIL ENGINEER WHO CERTIFIES SUCH BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT ADDRESS:
w VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 1O FEEL OF
o GRADING OPERATION. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY CONSTRUCTION SITE ACCESS PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT
PLANS. ASSESSORS PARCEL: 260-283-2300 PERFORMED BY THE ENGINEER U ICI A DETERMINATION BY THE CITY OF
x ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR
DEVICES WHEN RAIN IS IMMINENT. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF
B NOTIFICATIONS VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND OR ADJUST
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
8 MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER / THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
HARMLESS THE
v=i INSPECTOR. SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS,
VALVES, CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
M I THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PANELS/PLATES. VALVE BOXES, ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED
PROPERLY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
m 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL )
° PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT EARTHWORK
z BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CONSTRUCTION VEHICLES
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
:3 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE CUT 40 CY EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
o UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE
ENGINEER.
d 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING FILL 40 CY
ON THESE PLANS, HOWEVER; 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE A SPECIFIC AREA AWAY FROM GUTTERS AND S70RMDR4IN SHALL BE DESIGNATED
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING,.AND ROUTINE
I THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
WATER SERVICES, EXPORT 0 CY 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE STEVEN NORRIS STAMP
S2 MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONDITION. EROSION CONTROL HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. IMPORT
0 CY ENGINEERING DESIGN GROUP
o LOCATED AT THE WORK SITE. IT 1S THE CONTRACTOR'S & THE CONTRACTOR SHALL INSTALL EROSION CONTROL 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR
OF DRIVEWAYS AND ALL REMOVAL & 155 CY 2121 MONTIEL ROAD eROVfss,o
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE SAN MARCOS,
CA 9206 � �° "q
1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL RECOMPACAON
e JN F
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN 760 839-7302
SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY THEY ARE SERVING. IMPERVIOUS SURFACE: 4,700 SF (
) d'
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CIRCUMSTANCES WHICH MAY ARISE z
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, / w M
COMMENCEMENT OF WORK: 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE AREA OF GRADING: 2.150 SF BY: � Nor
a�e�2 A
APPROVED GRADING PLAN SHALL BE CORPORATED HEREON. ADEQUATE GROUND COVER VEGETATION, AND BONDED F18ER MATRIX. AVG. DEPTH OF FILL 2 FT V2.C.E.
NO. : 47672 I Exp. 47672 ,
A. SEWER - (CARDIFF SANITATION DISTRICT) (760) 633-2770 B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING
WET LEGAL DESCRIPTION * .
B. GAS & ELECTRIC - (SOG&E) (800) 422-4133 WEATHER. AVG. DEPTH OF CUT: 1 FT DATE. �-Z - 94
SAN DIEGUITO WATER DISTRIC T)(
z C. WATER - T) (760 DRAIN AWAY FROM THE FACE OF A SLOPE AT THE CONCLUSION J. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND PARCEL I AND A PORTION
OF PARCEL 2 OF PARCEL MAP No. 16035, IN THE
) 633-2709 OF EACH WORK DAY. THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EXP. DATE: 12-05
D. TELEPHONE - (PACIFIC BELL) (800) 422-4133 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN CITY F ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, FILED 8, ''e OF ICA``E
= E. CABLE TV - (DIMENSION CABLE) (800) 422-4133 PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) EROSION E USING
EXI PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MARCH 28,
z DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE 1990 AS FILE No. 90-1657777 OF
OFFICIAL RECORDS.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE ( PROJECTS SHAH BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
PHONE 760 633-2770. RAINFALL. UNNECESSARILY;
( ) THEY HELP DECREASE EROSION.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO 5. TEMPORARY VEGETA7ION MUST BE PLANTED ON SLOPES OR
WHERE
FOR INSPECTION. PHONE (760)633-2770. ALL WORK PERFORMED PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING
ANNUAL AND
AND REMOVAL. STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
m
CONTROL HANDBOOK OF THE STATE OF CALIFORNIA EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. o
A. t ]VERAL C. E HYDRO -SEED ARK l a BE DONE
1. ALL SHALL BE DOME W WITH THESE PLANS, I. ALL GRADING SHUN.[ W 085ETZVED AND FESTED BY A 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT
ARE GRADED ON -SUES CONSIRM7lOW eft STORAGE WE IMPROVEMENT WORK S1KL BE PERFORMED IN ACCORDANCE' WM IW PROJECT' OWNER: LEAH LEW &
TXM OLTERSDORF
THE STAi 06M SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, QUALOLIED SOILS &XI NEFR OR UNDER HIS/HER DIRE'CTIOV H
THREE FEET OR MORE FOLLOWING DOCUMENTS, CURRENT AT THE TiME OF CONSTRUCTION, AS DIRECTED 427 OW AVENUE
THE DESIGN CONSTRUCTION STANDARDS OF THE CiTY OF ENCINITAS H EISHE SHALL OBSERVE AND TEST THE EXC.AV7ATION PLACEMENT 6: ((HORIZONTAL TO VERTICAL) HEIGHT STEEPER
WHEN THEY ARE: BY THE CITY ENGINEER.
A. NV EIGHT NV FILL AREAS 1. MATERIAL STORAGE STORED MATERIALS SHALL � CONTAINED M A SECURE CJIROiFF BY
THE SEA, CA 92007
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNNGS. ANY AND COMPACTION OF FILLS AND LWACKFILL.S AND COMPACTION OF B. 5 FEET OR MORE IN HEIGHT IN
CUT AREAS, UNLESS SLOPE IS NOT PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE 1. THiS SET OF PLANS (760) 634 -3183
CHANGES OR REMSIONS THEREFROM SHALL BE APPROVED BY THE TRENCHES. HE /SHE SHALL. SUBMIT SOILS REPORTS AS REQUIRED SUBJECT TO EROSION DUE TO THE EROSION
RESISTANT CHARACTER OF PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
. 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION
AiVD WIL.L DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON THE MATERIAL AS APPROVED BY THE CRY ENGINEER. PROVIDE SECONDARY CONTAINMENT
FOR ALL FUEL STORED ON -SITE BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS PROJECT AP. IIL 260- 283 -2300
2. THE SOILS REPORT TIRED 1GEDTECH LAICAL INVESTlGATION CCMIPLETiON OF GRADING OPERATIONS, HE/SHE SHALL STATE THAT 2. KtRtGATION STALL MAINTAIN THE MOISTURE
LEVEL OF THE SOIL AT THE 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT J. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND
AS MAY BE MODIFIED PROJECT ADDRESS: 427 BRAS I AVEMJE
FOR LEN /OLTERSDORF RESIDENCE ADDITION AND GARAGE. 427 NERVATIONS AND TESTS WERE MADE BY FMM/HER OR UNDER OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED
GROWTH. ON -SITE. STOCKPILES A 4Y INCLUDE SOIL, PARING MATERIALS, ASPHALT BY THE CITY OF VISTA STANDARDS.
HIS/HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL 3. HYDROSEEDING MIX SWILL CONSIST OF ALL THE FOLLOWING: CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM 4. THE SOW STANDARDS AND SPECIFICATIONS FOR WATER.
BRISTOL AVENUE; CARDIFF, CALIFORNIA PREPARED BY MARTIN R CARDIFF BY THE SEA. CA 91007
I
OWEN PE, GE, PROJECT NO. LIFORN , f DATED JULY 21, RTIN AND EXCAVATIONS WERE CONSTRUCTED IN A. SEED MIX SHALL CONSIST OF NO LESS THAN
CONCENTRATED STORMWATER FLOWS AND STORMMORAiN INLETS. STOCKPILES 5. SOILS REPORT PREPARED BY MARTIN OWEN, G.E. DATED JULY 21,200.3 IN70JECT SOILS MARTIN
R OWEN PE, GE
SHALL R. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL a 20 LBS. PER ACRE OF ROSE CLOVER SHALL L� COVERED OR PROTECTED WITH
SOIL STABILIZATION MEASURES AND 4730 NOTES STREET / 402
SHALL BE CONSIDERED SHALL DDERED AS PART OF T E DONE NV ACCORDANCE WITH DA GRADING PLAN ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR b.
20 LBS. PER ACRE OF ZORRO FESCUE PROVIDED WiTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT SAN DIEGO, CA 92109
RECOMMENDATIONS AND SPECIFICATIONS CO W I T H THE NV SAID INTENDED USE. c. J LBS. PER ACRE OF E SCHOOL CU CALIFORNIA ALL TIMES.
NOTE WORK AUTIfORW BY THESE PLANS LFJI D TO GRADING AND STORM - CM ONLY
GR A DI NG
REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED d. 4 IBS. PER ACRE OF ACHtLLEA MILLEFOLM TES
/FAX (858) 273 -3955
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING !. J !BS PER ACRE OF ALYSSUM (CARPET OF SNOW) TRAINING SD.R.S D. -
SAN DIEGO REGIONAL STD. DRAWING; UNLESS OTHERWISE NOTED PRCLM CK ENGINEERING DESIGN GROUP
I APPROVAL OF THIS PLiNN DOES NOT CO NSTITUM APPROW f. 1/3 LB. PER ACRE OF DIMORPHOLECA
CIF WATER. HD/SHE SHALL CONTROL. SURFACE MITER AND AVOID f .
NO DESCRIPTION S.D.R.S.D. SWOL QUANTITY
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF DAMAGE TO ADUOiNING PROPERTIES OR TO FINISHED WORK ON THIS q• ITEMS c. d. � AND f OF THIS
SUBSECTION LAY BE OM CMI CONTRACTORS' EMPLOYEES MHO PERFORM M THE CiTY OF 2121 MONTIEL ROAD
AWROVEMENTS WITHIN STREET RIGHT -OF -WAYS SEPARATE LO�CAflONS WHERE THE AREA BEiN'G HYDROSEEDED IS NOT VISIBLE FROM ENCINITAS SWILL BE TRAINED
TO BE FiAMMKM WITH THE C17 OF ENCINITAS SAN MARCOS, CALIFORNIA 92069
S AND SHALL LAKE REMEDIAL SUCH T TO PREVENT EROSION / (760) 839 - 7302 PHONE
APPROVALS AND PERMITS FOR THESE SWILL BE REQUIRED M OF FRESHLY p AREAS UNTIL SUCH TIME AS PERMANENT EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL f P.ITHWAY FILTRATION O1 SHEET 2 ��� �' � 106 SF
CONJUNCTION WITH IMPROVEMENT PLANS. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN h. ITEM a' OF THIS SUBSECTION AK& BE INOCULATED WITH A NITRDEN
BE AVAILABLE TO EVERYONE WORKING ON SiTE. THE PROPERTY OWNER(S) AND ? RETAINING WALL 02 /SHT. 2 :3NE:3111: 260 SF (760) 480 -7477
FAX
INSTALLED. FIXING BACTERIA AND APPLIED DRY ETHER BY DRILLING OR THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER Q
4. WRITTEN PERMISSION SHALL 11E OBTAINED FOR ANY OFF BEFORE HYDROSEEDING. REQUIREMENTS AND THEIR OWN RESPONSIBILITIES BAGS
SUE GRADING. I ALL. AREAS TO BE FILLED SHALL K PREPARED TO BE FILLED i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
3 � ®® 150 EA '
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRE CAt TIONS AND FILL SHALL BE PLACED NV ACCT WITH STANDARD NOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND PASTE MfAIWGEMW 5 SILT FENCE D21SHT.3 -o -o--�- 40 LF SOILS ENGINEER S -CERTIFICATE
REQUIRED TO PROTECT ADMCENT PROPERTIES DURIiVG GR40M SPECIFICATIOONS. ALL VEGETABLE MATTER AND OEJEC77ONABLE AGRICULTURE CERTIFICATION TAG ATTACHED TO. OR
PRINTED ON SAID 6 6 1 4 AREA DRAINS • 6 EA L MtARiIN R OWEN, A REGISTERED CIVIL ENGINEER NN THE STATE OF C+ALfFORIAit�A,
OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM TiME CONTAINERS. 1. CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPERTY DISPOSING OF ALL PRINCIPALLY DING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SURFACE UPON WHICH THE FiLL IS TO BE PLACED. LOOSE FILL J NON - PHYTO - TOXIC WETTING AGENTS MAY
BE ADDED TO THE HYDROSEED IMSTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 7 6" STRIP DRAIN NDS MW CHANNEL. DRAIN ® 35 LF CERTIFY
THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
GRADING. AND ALLUVIAL SOILS SWILL BE REMOVED TO SUITABLE FIRM SLURRY AT THE DISCRETION OF THE CONTRACTOR. WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE 8 6" SCH. 40 ------ - - - - -- 125 LF WITHIN THiS SUE WAS MADE BY MME OR UNDER MY DIRECTION ON JULY
21. 2003.
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A 8 TYPE f MULCH APPLIED AT THE RATE OF NO LESS MO 2,000 LOS CONVEYANCE SYSTEM 5
STRICTLY PROHIBITED. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THiS STUDY, WiTH
Q. THE LT vnOPER SHi+N.L K RESPONSTBL.E THAT ANY MONE)MIEM DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PER ACRE TYPE 6 MULCH (STRAIN MAY BE
SUBSiTTUTED, ALL OR PART, 2. NO SEEPAGE FROM DUMPSTERS SWILL BE DISCHARGED NVTO SMRMWATER. 8 PERFORATED 6' SCH. 40 � 30 LF MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CRT'
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONS19LITY TO FOR HYDRAULICALLY APPLIED FIBER MATERIAL
WHEN STRAW IS USED R BERMS/DIKES SHALL BE PLACED AROUND OUMPSTERS TO DIVERT THE NATURAL ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PUNS
AND CERTIFY
RE ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY
PUNCHING NO LESS STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. NOTE: "N'TTTIES ARE FOR PERMIT PURPOSES ONLY CONTRACTOR SW L CONFIRM ALL
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
OR A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. THAN 5OX OF 14E STRAW INTO THE SON.. DUMPSTER LIDS SHALL REMAIN CLOSED AT
ALL TIMES. DUMPSTERS WITHOUT QUMITRTES FOR BIDDING PURPOSES ONLY. HAVE BEEN INCORPORATED iN THE GRADING PLANS AND SPECIFICATIONS.
7. THE CONTRACTOR SHALL DESIGN. CONSTREXT AND AMUNIAIN 4 CUT AND FILL SLOPES SHALL BE CUT AND TRAMMED TO FINISH C• FERTILIZER CONSISTING OF AMMONIUM
PHOSPHATE SWAT& IST LOS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
ALL -SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE BUILDS TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ULPHUR APPLIED AT THE RATE OF 500 LBS 16 -20-0,
WITH 15 PER COVERED WITH TARPS IN ORDER TO AVOiD RAIN CONTACT WiTH ANY TRASH INDEX
RESPONSIBLE FOR CONFORMING 1D ALL LOCAL, STATE. AND SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL ACR
AREAS TO BE HYDRO- SEEDED SH IALL K PREPARED PRIOR TO 3. STAMP . MANY CONSTRUCTIQN MATERIALS INCLUDING
SOLVENTS, MATER -BASED
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS BE SWIPED, PLANTED AND TRIMMED AS DIRECTED BY THE HYDRO-SEEDING Br. PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
Siff NO DESCRIPTION D:
8 GRADING AND EQtFMENT OPERATIONS WITHIN ONE -HALF (112) ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION A. ROUGHENING THE SURFACE TO K PLANTED
BY MY A COM9TNAITQV CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL. NOT BE ALL STONES, ROOTS AND OTHER MATTER EXPOSED OR EXCAVATiON OF. BE TAKEN TO AN APPROPRIATE
LANDFILL OR DISPOSED OF AS HAZARDOUS 1 TITLE SHEET & NOTES MARTIN R. OWEN
CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR E1l84NKMETNT SLOPES WHICH ARE LIABLE TO BECOME o. TRACK WALKING SLOPES STEEPER THAN &I. WASTE.
FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE RCE NO.:
LOOSENED SHALL BE REMOVED AND DISPOSED OF THE WE AND • • BOV 2 GRADING PLAN
ON SATURDAYS, SUNDAYS,
AND CITY RECOGNIZED HOLIDAYS & RIPPING AREAS THAT WILL NOT BREAK UP - US7MG R' EM a AE TOLL FREE AT (800) 714 -1 f 95. FOR INFORMATION
ft
TOP ALL SLOPES SHALL L ROUNDED MV ACCORDANCE WITH A CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY ON LANDFILLS AND
TO ORDER DUMPSTERS CALL ESQ AT (760) 436 -4151. 3 EROSION
!. No GRADING OPERATIONS sHAU COMMENCE urvrlL A PIQE'GaADfMC THE G RADING ORDINANCE CONTROL PLAN EXP. DATE- 1y
3110
MEETING HAS SEEN HELD ONSITE WITH THE FOLLOWING PEOPLE a ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DUMP BUT NOT 4. POLLUTANTS SHAD.
BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS
PRESENT.• CITY iNSPECTOR, CiIL ENGINEER, SOILS ENGINEER, 5. ALL TREES, BRUSH, GRASS, AND OTHNER OBJECTIONABLE SATURATED SEED BED. AND RECYCLING
RECEPTACLES AROUND THE SITE MARTIN R. OWEN PE, GE
GRADING CONTRACTOR, AND PERMREE THE PREGRAOE MEETING MATERIAL SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED M►. THE ADDITION OF SCE AMENDIAWM PH ADJUSTMENT
LEACHING OR S. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
SHALL BE SCHEDULED WITH THE CITY AT LE IN CA
ST 48 HOURS F OFF THE S77E BY THE CONTRACTOR SO AS TO LEAVE THE COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. FREQUENTLY
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY Q I S CERT1flCATE SAN DIEGO, CA 92109 402
ADVANCE BY CALLING (760) 633 -2770. AREAS THAT HAVE BEEN CLEARED WTTH A NEAT AND FINISHED 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR ON PERVIOUS SURFACES.
i (11'E) HEREBY CERTIFY THAT A REGISTERED B JOB
LS ENGINEER 0 173 -3955 ,
10. PRIOR TO HAULING DIRT CAR MAATERIALS LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS AREAS WHERE HYDRO- SEEDING iS THE PERMANENT LANDSCAPING,
UNTIL 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 0L4 r: 0330 7 722 1
TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY THE PROJECT iS COMPLETED AND ALL SECURITY
RELEASED. GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN OVER GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND ,
DEVELOPER SWILL SUBMIT TO AND RECEIVE APPROVAL FROM THE SUCH MATERIAL. LIP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER STABILITY OF THE SITE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CiTY SMRWATFR POLLUTION CONTROL BMP NOTE$
ENGINEER MAY IMPOSE WITH REGARDS TO TIME HAULING OPERATION D. EROSION CONTROL RELATIVE TO CONSTRUCTION AC7M7IES�
11. UPON nmL COMPLETION OF THE WORK UNDER THE GRADING CONCRETE WASHOUT SAN DIEGM WATER USMCT RTES L STATEMENT
OF ENGINEER OF WORK
PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL Mw /OR FINAL 1. IN CASE EMERGENCY WOW RS REQUIRED, CONTAL7 LEAAH 1. REVIEW OF THIS PLAN BY
SAN DIEGURD WATER CISIRICT DOES NOT f tI THE UNDE ENGINEER AGREES THAT THE WORK PERFORMED Br THE
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATE SWILL BE FURTHER AGREES THAT THE N
EOU1 LMAN OLTERSDORF AT 634 -3183, 24 HOURS A CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
An - HAS LEVI / �) CONTRACTOR �L E5TALTCISH LAID USE AN AD 512ED CONCRE R AT
PROVIDED ST "THE GRADING UNDER PERMIT
No.9023 G
Y OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE DE
DA ,
IS ILLEGAL TO AWASH PRACTICES OF S 1H ENGIN
T CO NTAIN WASHOUT WASTES ON SITE R LLE THE ENGINEERS TIRADE OR PROFES E ENG
WEN PERFORMED NV SUBSTANTIAL CONFORMANCE WITH THE 2. PMENT AND WORKERS FOR EMERGENCY WORK SWU CO SLURRY STUCCO. PIASTER AND THE L
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED iKE INTO THE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
WORK PERFORMED HEREIN SHE'LL BE IN
ILA
AS- GRADED RAN IS STATEMENT SHALL 8E FOLLOWED BY THE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
WATER. CONTRACTOR 2. ALL EXISTING FACT VIES WHICH MAY AFFECT FINAL OEM, 1 E, LINE OWNER: LEAH LEI[/ TRAM M OLTVnDORF ACCORDANCE WiTH THE RULES
AND REGULATIONS REQUIRED BY THE CRY OF
URE TH IS THE CIVIL ENGINEER WHO CERTIFIES SUCH (OCTOBER f TO APRIL 15). ALL NECESSARY MATERIALS SHALL SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD 427 BRISTOL AV., CARDIFF BY THE SEA, CA 9200 ENCINITAS THE ENGINEER AGREES THAT
ANY PLAN CHECK OR REVIEW
DATE AND SIGNAT
•
BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT CIDNS'17�JC'T10N STS ALA VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10
FEET OF ADDRESS: PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
GRADING S
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY PROPOSED WATER AWNS SHALL BE SHOWN ON IMPROVEMENT PLANS ASSESSORS PARCEL:
260- 283 -2300 ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR
DEVICES WHEN RAIN IS IMMINENT. ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR ELECTRICAL AND SEW UNLESS
6 ER TO CROSS UNDER WATER MAINS ESS GIVEN DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
J. DEVICES SHOWN ON PLANS SWALt NOT BE MOVED OR WRITTEN PERMISSION BY SAN DiEGUITO WATER DISTRICT RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
B. AQMCAT1ONS VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND/OR ADJUST THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AN %R CORRUGATED STEEL TO GRADE ANY EXISTING WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
1. THE EXISTENCE AND LOCATION OF RCROW UTILITY INSPECTOR. PANELS/PLATES. VALVE BOXES, ETC.) WHICH iS AFFECTED BY THEIR PROJECT. ALL AFFECTED
PROPERTY DAMAGE OR BODILY I&JURY ARISING SOLELY FROM NEGLIGENT ACTS.
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL WATER FACILITIES MUST MEET CURRENT
SAN DIEGUITO WATER DISTRICT RK ERRORS. OR OMISSIONS OF THE ENGINEER AND HiS /HER AGENTS OR
BY A SEARCH OF AVAC48LE RECORDS. TO THE LEST OF OUR DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CONSIRWIlt VESICLES STANDARDS.
F FACILITIES D NOT MEET STANDARDS, THEN THEY SWILL BE EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL UPGRADED TO CURRENT STANDARDS
AT THE OWNER'S EXIfNSE CUT 40 CY EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER.
ON THESE PLANS. HOWEVER: 5. THE CONTRACTOR SHALL BE R£SP MOLE AND SHALL TAKE A SPECIFIC AREA AWAY FROM GUTTERS AND STDRMDRAIN SHALL BE DESMTED
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING FiLL 40 CY
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
THE CONTRACTOR IS REQUIRED TO TAKE LTA PRECAUTIONARY AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS EQU�AMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF -SITE WA TER S ERVICES. ZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE IMPORT 0 CY STEVEN NOR74D % MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONDITION. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
ENGINEERING DESIGN GROUP
LOCATED AT TIME WORK SITE R IS THE CONTRACTOR'S 6. THE CONTRACTOR SHALL INSTALL EROSION CONTROL EROSION CONTROL REMOVAL
& _ 155 CY 2121 MONTIEL ROAD go F E s s r °
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRR�EWAYS ANO ALL � � Eo P " +c
RESPONSIBILITY TO CONTACT THE OWNERS OF SAID MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 1. EROSION CIONMOL MIST K PAD FOR ALL EROSIVE
SURFACES. OTHER TRAVELED WAYS N14TER METERS MUST BE IN FRONT OF THE PARCEL RECOMPAC110N SAN AMIGOS, G
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY THEY ARE SERVING. IMPERVIOUS SURFACE: 4.700 SF (760) 839 -7302
VERIFiCATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CIRCUMSTANCES WHICH MAY ARISE
COMMEVCEIMENT OF WORK. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS
AREA OF GRADING: 2.150 SF
APPROVED PUN SHALL BE CORPOR4TED HEREON. AOEMTE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AVG DEPTH OF FILL
NO. : 47672 ["0.4 0
A. SEWER - (CARDIFF SAANIATRW DPSTRIC I (760) 633 -2770 Z. NO EXCAVATION AND GRADING ACTMTIES ARE ALLOWED DURING NET LEGAL D!E$CR1PT 10N
. LL : FT
B. CAS 6: ELECTRIC - (SOG&E) (800) 422-4133 e• GRADED AREAS AROUND T PROJECT PERIMETER MUST WEATHER.
AVG. DEPTH OF CUT I FT 047r- 1 oil
DRAIN AWAY FROM THE FACE OF A SLOPE AT THE CONCLUSION
C . WATER - (SAN DFGUITO WATER DISTRICT) (760) 6.33 - M OF EACH WORK DAY. J. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
PARCEL f AND A PORTION OF PARCEL 2 OF PARCEL MAP Mb. 16035, IN THE EXP. DATE: 11 PACIFIC BELL
+r C IV I L
r+
D. TEL- EPHONE - ( ) { ) 422 -4133 THE CONSTRICTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST CRY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, FILED IN
E GABLE TV - (ONMENSION CABLE) (800) 422-4133 P LACE AT TIES END OF EACH WORKING D W
800 . ALL REMOVABLE PROTECTIVE DEVICES AY W HEN SH BE NV FIVE (5) EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY MARCH 28,
4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 1990 AS FILE No. 90- 1657777 OF OMC14L RECORDS.
2. CONTRACTOR SHALL NOTIFY THE CRY ENGINEE'R'S OFFICE DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 PROJECTS SWILL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY REMOVAL
48 HOURS PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH OF THE NATURAL MIND COVER. D NOT REMOVE
TREES
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