2003-7987 G (Plans) HYDROSEED WORK TO BE DONE PROJEC nary
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE PROJECT OWNER: PHILLIP L. & DEBBIE BERRY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE 2. THE CONTRACTOR SHALL PROPER L Y GRADE ALL EXCAVATED SURFACES FOLLOWING
DOCUMENTS CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 3452 CALLE MARGARITA
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE 6:1(HORIZONTAL TO
VERTICAL) OR STEEPER WHEN THEY ARE. BY THE CITY ENGINEER. OLIVENHAIN, CA 92024
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING a. THREE FEET OR
MORE IN HEIGHT IN FILL AREAS.
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM PROPERTIES OR TO FINISH WORK ON SITE AND SHALL TAKE REMEDIAL b. 5 FEET OR
MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT 1. THIS SET OF PLANS (858) 759 -3511
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUBJECT TO EROSION
DUE TO THE EROSION RESISTANT CHARACTER OF 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) PROJECT A.P.N. 264- 241 -03
INSPECTION. SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES THE MATERIAL AS APPROVED BY THE CITY ENGINEER. AND
THE SAN DIEGO SPECIAL PROVISIONS.
HAVE BEEN INSTALLED. 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED PROJECT ADDRESS:
3452 CALLS MARGARITA
2. THE ORIGINAL SOILS REPORT COMPILED BY "NORTH COUNTY COMPACTION 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
BY THE CITY OF VISTA STANDARDS. OLIVENHAIN, CA 92024
ENG." DATED JANUARY 29, 1996, UPDATED NOVEMBER 16, 1998 AND JULY
3. ALL AREAS TO 8E FILLED SHALL BE PREPARED TO BE FILLED AND FILL 4. THE SDW STANDARDS AND SPECIFICATIONS FOR WATER.
�
2003, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. ALL WORK SHALL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL OPTIMUM LEVEL
FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED JANUARY, 2003. PROJECT SOILS DALE R. REGLI
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY 3. HYDROSEEDING
MIX SHALL CONSIST OF ALL THE FOLLOWING: ENGINEER NORTH COUNTY COMPACTION ENGINEERING, INC.
CONTAINED IN SAID REPORT. THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE a. SEED MIX SHALL CONSIST OF NO LESS THAN:
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM
DRAIN ONLY P.O. BOX 302002, ESCONDIDO, CA 92030
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE i. 20 LBS. PER ACRE
OF ROSE CLOVER (760) 480 - 1116
LOCATION AND TYPE OF' DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF ii. 20
LBS. PER ACRE OF ZORRO FESCUE
, iii. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA S.D.R.S.D. -SAN DIEGO REGIONAL STD. DRAWING; UNLESS OTHERWISE NOTED
PROJECT CIVIL ENGINEERING DESIGN GROUP
THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE 90 PERCENT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, iv. 4 LBS.
PER ACRE OF ACHILLEA MILLEFOLIA
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SPREAD, COMPACT THE FILL IN STRICT ACCORDANCE WITH THE Y. 3 LBS. PER ACRE OF ALYSSUM
(CARPET OF SNOW) ITEM NO, DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY IN 2121 , ROAD
SPECIFICATIONS. SHT. 3 <= 205 LF (760) 839 -7302 PHONE
SAN M CALIFORNIA 92069
6 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. vi. 112 LB. PER ACRE OF DIMORPHOLECA
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE vii. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED �1
GRASS BROW DITCH DETAILS 3 &4,
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF ON LOCATIONS WHERE THE
AREA BEING HYDROSEEDED IS NOT O RETAINING WALL D�,S ;; D7,53C �'= 1750 SF (760) 480 - 7477 FAX
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND VISIBLE FROM EITHER
A PUBLIC STREET OR RESIDENTIAL - 163 LF
w DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
3 6" PVC
FE A L STONES ROOTS AND OTHER WASTER MATTER STRUCTURES. O �cx.-� SOILS ENGINEER'S CERTIFICATE
FE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING EXISTING
PRIOR TO GRADING. AND ORDERLY CONDITION. L viii. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A
4 GRAVEL BAGS DST. 1 /SHT. 3 520 EA
Q 1, DALE REGLI, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND OR BROADCASTING
BEFORE HYDROSEEDING. 5 RIP RAP D -40, MODIFIED(10'X15') 11 CY PRACTICING IN THE ENGINEERING DISCIPLINE OF GEOTECHNICAL ENGINEERING,
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE ix. ALL SEED MATERIALS
SHALL BE TRANSPORTED TO THE JOBSITE - - -
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 6 8" PVC _ _ _ 8 LF HEREBY CERTIFY THAT
A GEOTECHNICAL EVALUATION OF THE SOIL DIRECTION
REPLACED TH THE CALIFORNIA DEPARTMENT OF 1 PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION
GRADING ORDINANCE IN UNOPENED CONTAINERS WI
L SAFETY 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR 7 18
"X18" CATCH BASIN BROOKS 80X OR EQUIV. ® 3 EA DURING A GEOTECHNICAL INVESTIGATION. ONE COMPLETE COPY OF THE ORIGINAL
7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN I N C LUDING SHORING AND SHALL BE RESPONSIBLE FOR PRINTED ON SAID CONTAINERS.
SOILS REPORT COMPILED BY NORTH COUNTY COMPATION ENGINEERING, DATED
IN
DEVICES, CL CONFORMING SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE 8 12 "X 12" CATCH BASIN BROOKS BOX
OR f UIV. ® 2 JANUARY 29, 1996, UPDATED NOVEMBER 16, 1998 AND JULY 2003, HAS BEEN
H
TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, BY THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED NON TOXIC
WETTING AGENTS MAY BE ADDED TO THE
AND REGULATIONS. WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. YDROSEED ED S SLULURRY AT THE DISCRETION OF THE CONTRACTOR. NOTE:
QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE b. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 QUANTITIES
FOR BIDDING PURPOSES ONLY.
8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE -HALF (1/2) MILE OF A INCLUDED 174 THE ORIGINAL SOILS REPORT
FOR THIS PROJECT HAVE BEEN
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY LBS. PER ACRE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE LBS. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW INCORPORATE
D IN THE GRADING PLANS AND SPECIFICATIONS.
HOURS OF 5:30 PM AND 7.30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY SUCH MATERIAL. ,
RECOGNIZED HOLIDAYS. IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY EARTHWORK ° s ° �q�
STORMWATER POLLUTION CONTROL BMP NOTES PUNCHING NO LESS THAT 50X OF THE STRAW INTO THE SOIL.
TI A PREGRADING MEETING (STING OF AMMONIUM PHOSPHATE SULFATE, CUT 675 CY IMPERVIOUS SURFACE: 8900 SF SIGNED: �''
�^' Z� Z ��
9. NO GRADING OPERATIONS SHALL COMMENCE UN L RELATIVE TO CONSTRUCTION ACTIVITIES c. FERTILIZER CONS
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. FILL
675 CY AREA OF GRADING: 23,000 SF DALE R. REGLI �E�
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PER ACRE.
PERMITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT CONCRETE WASHOUT EXPORT 0 CY AVG. DEPTH OF FILL:
1.75 FT GE ND. 713 �x�. q��oio�
� AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO IMPORT 0 CY_ AVG. DEPTH OF CUT: 1.3 FT
�'� ���`
LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. EXP
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE HYDROSEEDING BY: REMOVAL & 0 CY ��
®1,Ec
MATER TO ANY PROPOSED GAL TO WASH a. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A . DATE: 9 - 30 -
05 9T OF
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATER WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLS
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE COMBINATION
OF: RECOMPACTION NORTH COUNTY , ESC ENGINEERING, INC.
P.O. BOX 3020022, SC
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR
ONDI DIDO CA 92030
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. t. TRACK WALKING SLOPES STEEPER
THAN 6:1 OWNER'S CERTIFICATE (760) 480 -1116
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE ii. RIPPING AREAS THAT WILL NOT BREAK UP USING
HAULING OPERATION. CONSTRUCTION SITE ITEM i" ABOVE. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
11. UPON FINAL COMPLETI OF THE WORK UNDER THE GRADING PERMIT, BUT b. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING
OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE DECLARATION OF RESPONSIBLE CHARGE
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR BY:
OVER GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJE
AS- GRADED CERTIFICATE SHALL BE PROVIDED STATING: "THE GRADING UNDER VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS i. ADJUSTING
THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT STABILITY OF THE SITE. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PERMIT NO 7987 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL NOT SATURATED
SEED BED. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED PANELS /PLATES.`" y CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
ii. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING `--- y 1 UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS
AS- GRADED PLAN". THIS STATEMENTS HALL BE FOLLOWED BY THE DATED AND OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR PHILLI
P L 2 `I � BY THE CITY OF ENCINITAS IS CONFINED TO REVIEW ONLY AND DOES NOT
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONSTRUCTION VEHICLES GROWTH. -�-�t� `►
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
12. TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED HYDROSEEDED
AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS DEBBIE BERRY DATE DESIGN.
AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT -OF -WAY. FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS
FAILURE TO DO SO WILL RESULT IN A STOP WORK NOTICE AND DOUBLE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. WHERE HYDROSEEDING
IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT OWNER: PHILLIP L. &DEBBIE BERRY
PERMIT FEES. IT IS THE. RESPONSIBILITY OF THE OWNER TO KNOW WHERE e Ro F E s s l o Hq
IS COMPLETED AND ALL SECURITY RELEASED. ADDRESS: 3452 CALLS MARGARITA STEVEN NORRIS ��,� � �
F
C .
1 HER PROPERTY LINE IS. 64 -94 t - 03
H ENGINEERING DESIGN GROUP
S/ EROSION CONTROL ASSESSORS PARCEL: 2
2121 MONTIEL ROAD
SAN MARCOS CA 920
PROVIDED FOR ALL EROSIVE SURFACES. WASTE (760) No. 47672 A
SPECIALLY SHALL BE PROTECTED AGAINST EROSION BY 83930
1. EROSION CONTROL MUST BE PRO 2 - Exp. 12 -os
NOTIFICATIONS SLOPED SURFACES E
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL
BY:
1. 774E EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WASTE AND UNUSED
CONSTRUCTION MATERIALS.
CAN CARRY THEM INTO THE . DUMPING OF UNUSED OR SHEET INDEX DA R .C.E. _Na 47672 sr�l c,y
F c p
GROUND WHERE TE: ��d
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO WEATHER. WASTE PRODUCTS ON THE , W
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. '� A F
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
S NO. DESCRIPTION
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 2. SEEPAGE FROM
DUMPSTERS SHALL BE DISCHARGED INTO STO NAT EXP. DATE: 12-
ER. 1 TITLE SHEET & NOTES
THE WORK SITE CHECKED FREQ FOR LEAKS. 2 GRADING PLAN
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE BERM S /DIKES SHALL BE
PLACED AROUND DUMPSTERS DIVERT THE NATURAL
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL STORM RUNOFF:
DUMPSTERS SHALL DUMPSTE'R LIDS SHALL REMAIN CLOSE D AT ALL TIMES. DUMPSTERS WITHOUT STATEMENT OF ENGINEER OF WORK
EXCAVATION, FOR VERIFICA TION AND LOCATION OF UTILITIES AND NOTIFICATION O F THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS LIDS SHALL
BE PLACED WITHIN STRUCTURES WITH PERVIOUS ROOFING OR 3 DETAILS
OF COMMENCEMENT OF WORK. UNNECESSARILY, THEY HELP DECREASE EROSION. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
A. GAS & ELECTRIC - (SDG &E) (800) 422 -4133 5, TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE MATERIAL.
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
B. WATER (SAN DIEGUITO WATER DISTRICT) STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. PRACTICES
OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
(760) 633 -2709 PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
C. TELEPHONE (PACIFIC BELL) (800) 422 -4133 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE CLEARED VEGETATION CAN BE RECYCLED. NON-
RECYCLABLE MATERIALS MUST ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
D. CABLE TV (DIMENSION CABLE) (800) 422 -4133 EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED
OF AS HAZARDOUS PROJECT SI T PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
E. CARDIFF SANITATION DISTRICT (760) 753 -0155 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WASTE. FOR INFORMATION ON DISPOSAL OF
HAZARDOUS MATERIAL, CALL THE ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR ON -SITE CONSTRUCTION O � W, HOTLINE
TOLL FREE AT (800) 714 -1195. FOR INFORMATION DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER
OF
ON LANDFILLS AND TO ORDER DUMPSTERS CALL = AT (760) 436 -4151. �� �. RESPONSIBILITY FOR THE PLANS OR DESIGN
OF IMPROVEMENTS BASED
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770 DOUBLE LL THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND HOLD HARMLESS THE
1. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE ,e_ CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS, AND EMPLOYEES FROM
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE 4. POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS RANCH PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
INSPECTION. PHONE 760 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL AND
RECYCLING RECEPTACLES AROUND THE SITE uj ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS' OR i
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE 5. PORTABLE TOILETS MUST
BE IN GOOD WORKING ORDER AND CHECKED J EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY a EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND
BY THE ENGINEER.
2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS
STEVEN NORRIS
ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT SURFACES NE JACK RD.
ON PERVIOUS .
GRADING CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM 1,
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES 6. ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, ENGINEERING DESIGN GROUP
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED AND TEST THE SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN 2121 MONTIEL ROAD
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT -C�i 920 RO F E S S
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BA CKFILLS AND UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
760 83 SAN MARCOS �° aEN N�c, F
yc CL cl
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS ALL TIMES. �o () 9 30 � "'oY
/
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT TRAINING EL CAMINO DEL NORTE
0
OB SERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS B Y: No. 47672
OB Exp. 12 -05
SUPERVISION AND
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