2008-1016 SG (Plans) A' GENERAL 4. CUT AND FILL SLOPES SHILL BE CUT AND TRIMMED TO FINISH GRADE 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL KIRK TO NE DONE PRaJECT DATA
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND THE PERMANENT LANDSCAPING,
UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY THE WMF G DOCUM D OC UM ENTS, CURRENT AT THE TIME WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
PROJECT OWNER: ROBERT COLLIER
FOLLOWING DOCUN
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT RELEASED.
CONSTRUCTION, AS DIRECTED C/O MARK TARN T
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER BY
THE 'Ems• CRL ARL SB;AD, CA GABAC A STREET
92009
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ST ORMWA TER POLLUTION
CONTROL BMP NOTES 1. THIS SET OF PH. (760) 889 -1228
INSPECTION. BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(GREEN BOOK)
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE RELAnvE TO CONSTRUCTION
ACTIVITI AND THE SAN DIEGO SPECIAL PROVISIONS, PRROJECT A.P.N. 254 - 262 - 04
RECOMMENDATIONS" PREPARED BY ENGINEERING DESIGN GROUP, DATED JULY GRADING ORDINANCE J. THE SAN DIEGO AREA REGIONAL. STANDARD DRAWINGS
AND AS MAY BE MODIFIED PROJECT ADDRESS: 351 EAST GLAUCUS STREET
11, 2008, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. ALL GRADING 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS BY
THE CITY OF ENCINITAS STANDARDS. ENCINITAS, CA 92024
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE CONTRACTOR SHALL ESTABLISH
AND USE AN ADEQUATELY SIZED CONCRETE 4. THE SOW STANDARDS AND SPECIFICATIONS FOR WATER.
SPECIFICATIONS CONTAINED IN SAID REPORT. BY THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO WASH 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25, PROJECT SOILS ENGINEERING DESIGN GROUP
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSC 4MY DEBRIS. CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE • 2003• 2121 MONTIEL RAOD
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE STORMWATER CONVEYANCE
SYSTEM OR ANY RECEIVING WATER. CONTRACTOR A10TNE• IIW AUTHORM BY THESE PLC LJNNTED TO GR4DW AND STORM DRAM ONLY SAN MARCOS, CA 92069
THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SHALL POST A SIGN
DESIGNATING THE WASHOUT LOCATION. S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS OTHERWISE NOTED PHONE. (760) 839 -7302
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUCH MATERIAL. Sur ITEM NO. O SCOW aV S.D.R S.D. SYMBOL GIAANINY
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. D. EROSION CONTROL. ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE
PROVIDED FOR PROJECT CML ENGINEERING DESIGN GROUP
X
�
FOR HYDRMIUCALLY APPLIED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK TARNOW5K1 AT PHONE No. VEHICLES EGRESS
AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS I VEL DRIVEWAY (DG) '��ti � +�'{' � '� ^' 2050 SF 2121 AOON71EL ROAD
PROTECT ADJACENT PROPERTIES DURING GfGRADING OPERATIONS. ANYTHING SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
� ��� y ~.s , � . -
PAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED CONDITION (760) 889 -1228 24 HOURS A DAY. PANELS /PLATES. 2 RETAINING
WALL SORSO C -1 (760) 839-7302 PHONE
�'_' 370 SF SAN ��► �� 92069
EXISTING PRIOR TO GRADING. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 3
TNES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS REIE / App LA
"' ' �' (760) 480 -7477 FAX
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE A
SPECIFIC AREA AWAY FROM GUTTERS AND STORMORIN SHALL BE DESIGNATED 4 DET 1/ SHT 2 �'.'.'� 110 LF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE 5 3840 SF SOILS ENGINEER'S CER
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE EQUIPMENT
MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. RIP
. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY APPROVAL OF THE ENGINEER INSPECTOR. N! 1 RAP SORSD 0-40
MODIFIED 0 . 5 1, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
7 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER NCH PRINCIPALLY DOING BUSINESS
W THE FIELD OF APPLIED SOIL MECHANICS,
DEICES, INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 1. EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. NOS OR EQUIV. LF HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, RAINFALL SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
BY S ' DA AREA DRAIN lYP AIDS OR EQUIV. • 1 EA PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
AND REGULATIONS. - - - -
8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE -HALF (112) MILE OF A REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ONE COMPLETE COPT' OF THE SOILS REPORT COMPILED FROM THIS STUDY,
5. THE CONTRACTOR SHILL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL
MATS, � ' DRAIN PIPE SOR 35 - - - - 120 LF BETWEEN THE DATES JUNE 11, 2005 AND JULY 11, 2008.
STRUCTURE FOR H OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET E GRAVEL BAGS SC-
6 1SC -8, D 1 1SHT 3 �m 30 EA WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
HOURS OF 5:30 PM AND 7.30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS WEATHER.
SILT FENCE (SC -1) (SC -1), D E2 1SHT 3 120 LF CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
RECOGNIZED HOLIDAYS. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED NITERS CREATE A 3. DWERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL
RUNOFF AROUND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAOING MEETING HAZARDOUS CONDITION. THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS
AGAINST D E3 1SHT 3 335 SF THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
DRIMMY
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL EROSION
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SLOPE STABILIZATION SS- 2 /SS- 3 /SS -4 /SS- 130 SPECIFICATIONS.
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND BE INCORPORATED HEREON. 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE
949NITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
633 -2770. OF A SLOPE AT THE CONCLUSION OF EACH WOR DAY. OF THE NATURAL GROUND COVER • DO NOT REMOVE TREES OR SHRUBS NOTE:
QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL gyp •
LEAST 48 HOURS IN ADVAN CE BY CALLING (7W)633-2770.
DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 5• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF UNNECESSARILY; THEY HELP DECIREASE EROSION. QUANTITIES
FOR BIDDING PURPOSES ONLY. ERIN �o QROF s,oN�� E.
10. PRIOR TO HAULING EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION
R.C.E. N0. : 65122 �
ION CONTROL PURPOSES.
FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH -
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL RAINFALL. EROSION SHALL BE PREVENTED BY PLANTING FAST GROWING ANNUAL
AND No, 65122
ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE PERENNIAL GRASSES
TO SHIELD AND BIND THE SOIL SAN a[QTO WATER DISTRICT NOTES EXP. LUTE: 09 Exp, 09/30/09
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
-30 -09 4
HAULING OPERATION. COVERAGE T ABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE W11H SECTION GRADED SLOPES (90M COVERAGE) PRIOR TO NOVEMBER
15, THE SLOPES EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 1. REVIEW OF THIS PLAIN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
ENGINEERING DESIGN GROUP
SHALL BE ST 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION
OF, OR THE EXISTENCE OR 2121 MONTIEL ROAD s 1 c i v i `
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS SAN MARCOS, CA 92069 rF o F C A l E r
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN CALIFORNIA DEPARTMENT OF CONSERVATION. ON-g►E QCW�(JCJ� MTERIAL STORAGE
OF THIS PROJECT. PHONE. (760) 839 -7302
AS- GRADED CERTIFICATE SHALL BE PROVIDED STATING: 'THE GRADING UNDER 1. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE 2.
ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS,
PERMIT No .1016 - SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE E. H YDRO -SEED PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 1. HYDROSEEDING SHILL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL PRODUCTS
WHERE THEY WELL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL STATEMENT OF
ENGINEER OF WORK
AS- GRADED PLAN " )
. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND TO VERTICAL OR STEEPER WHEN THEY ARE PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON -SITE BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. A. THREE ET OR MORE IN HEIGHT IN FILL AREAS. 2. ELIMINATE OR REDUCE
POLLUTION OF STORMWATER FROM STOCKPILES KEPT MAINS UNLESS GNEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. THE UNDERSIGNED ENGINEER AGREES THAT
THE WORK PERFORMED BY THE
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO
ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR
ADJUST TO ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
B. N EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL As APPROVED GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
METERS, VALVES, VALVE BOXES,
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM PRACTICES OF THE ENGINEER'S TRADE
OR PROFESSION. THE ENGINEER
S
CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS. STOCKPILES FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN
AN
1. THE EXISTENCE D LOCATION OF UNDERGROUND UTILITY PIPES AND BY THE CITY ENGINEER. ETC.) WHICH IS AFFECTED BY THEIR PROJECT.
ALL AFFECTED WATER FACILITIES MUST
SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF
FACILITIES DO NOT MEET ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
FOR THE GROWTH OF THE HYDROSEEDED GROWTH. PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY
OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS
AT THE OWNER'S
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ALL TIMES.
EXPENSE. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT 4. UTILITIES TO MAINTAN MINIMUM 5 -FOOT SEPARATION WHEN
PARALLELING WATER
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. �d D
ESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF
THE WORK SITE R CONTRACTOR'S THE TOR'S TO CONTACT THE A. SEED MIX SHALL CONSIST OF NO LESS 1N�W: CONTRACTORS' EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY' OF ENCNITAS SHALL 9E TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS 5 RVIC M'NW�1UM HORIZONTAL SEPARATION OF 10 FEET REQUIRED
BETWEEN FIRE HYDRANTS RESPONSIBILITY FOR THE PLANS OR DESIGN OF MIPROVEM�NIS BASED
THEREON. THE DV(#EER AGREES TO IINOEANNIFY AND HOLD HARMLESS THE
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY a. 20 D LBS. M PER ACRE OF ROSE CLOVER STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL AND SAN DIEGO CAS AND ELECTRIC VAULTS. CITY OF ENCIWTAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION b. 20 LBS. PER ACRE OF ZORRO FESCUE 6. ALL WATER SERVICES
TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
OF COMMENCEMENT OF WORK. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA THE PRIME CONITZI NE WORKING SUBCON
ITE. H
P OWN ER(S) R TER D TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. ERRORS,
R � DAMAGE OMISSIONS THE INJURY �S NEGLIGENT
A. SEWER - LEUCADA WASTEWATER DISTRICT (760) 753 -0155 e. 3 LBS. PER ACRE OF A LYSSU M M (CARPE T OF SNOW)
NT ACAS,
d. 4 LBS. PER ACRE OF A ( LA REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. EMPLOYEES ACTING WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND
OR CARDIFF SANITATION DISTRICT (760) 633 -2770 f. 112 LB. PER ACRE OF DIMORPHOLECA EMPLOYMENT AND ARISING OUT
OF THE WORK PERFORMEND BY THE ENGINEER.
B. GAS A: ELECTRIC - (SDGB•E) (800) 422 -4133 g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE
180 CY FOUNDATION 1 SF
C. WATER - (SAN DIEGUITO WATER DISTRICT) (760) 633 -2709 THE AREA BEING HYDROSEEDED 1S NOT VISIBLE FROM EITHER A PUBLIC STREET OR 1. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL CUT 80 CY DRIVEWAY IMPERVIOUS SURFACE. AY ERIN RIST
D. TELEPHONE - (A1T) (800) 222 -0300 RESIDENITAL STRUCTURES. WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR FILL
40 CY AREA OF GRADING: 6500 SF ENGINEERING DESIGN GROUP ROF E ss
WASTE PRODUC, ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
E CABLE TV - h. ITEM OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING EXPORT 220 CY AVG. DEPTH OF
FILL: 1 FT 2121 MONTTEL ROAD o Q E • o
DIMENSION CARE) ) ( ) 422 - 4133 a CJNVEYANCE SYSTEM IS STRICTLY PROHECTED. *44
800 `` �N R F
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
IMPORT 0 CY AVG. DEPTH OF CUT. 3 FT SAN MARCOS, CA 92069 A
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR HYDROSEEDING.
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. i. ALL SEED MATERIALS SHALL BE TRANSPORTED In THE JOBSITf IN NOH'ENED BERMS /DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL REMOVAL & 0 Cy (760) 839 -7302 W
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER DUMPSTER LIDS SHILL RERAN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
Exp, 09/30/09
STORM RUNOFF. DUMH'S1ERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. RECOMPACIHON � or No, 65122 7°
3. THE CONTRACTOR SWILL CANE 24 HOURS NOTICE ON CALLS FOR TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR
" ` R.C.E. NO. 65122 #
INSPECTION. PHONE (760) 633 - 2770. ALL WORK PERFORMED WITHOUT BENEFIT j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT COVERED
WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY THRASH Iii) �'
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. THE DISCRETION OF THE CONTRACTOR.
MATERIAL. lil�i i� ' DATE: 11' A'1 •� +r c 1 v i -
C. GRAM B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE TYPE 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS,
WATER -BASED 4,,.�, OF C A F
MAY BE SUBSTITUTED, PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT ANTI CONCRETE, WOOD, AND EXP. LUTE.
6 MULCH STRAW ( 9 -30 -09
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ) ALL OR PART, CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS
MUST _
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE' ANCHORED TO THE SLOPE BY
FL0NEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED AND TEST THE MECHANICALLY PIIIMCHING NO LESS THAN 50� OF THE STRAW INTO THE SOUL. BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THEN r OWNER'S
CERTIFICATE
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHITE SULFATE, 15N; ULPHUR APPLIED AT TOLL FREE
AT (800) 714 -1195. FOR INFORMATION „ �h
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. ON LANDFILLS AND TO ORDER DUMPSTERS CALL AT (760) 436 -4151.
UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT THE RAZE OF 500 LBS. 16 -20 -0, WITH 15 PER ACRE. 4. POLLUTANTS SHALL BE KEPT OFF
EXPOSED SURFACES. PLACE TRASH CANS �if''� IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
OBSERVATIONS D TESTS WERE MADE BY HIM OR UNDER HIS
AN i, THESE PLANS.
SUPERVISION AND THAT IN HIS OPINION, A EMBANKMENTS AND 4. AREAS TO HYDRO-SEEDED SHALL BE PREPARED PRIOR TO HYDRO - SEEDING BY.• AND RECYCLING
RECEPTACLES AROUND THE SI TE. PROJEC SITE :,,
5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. A. ROUGHENING THE SURFACE TO BE PLANNED BY MAY OR A COMBINATION OF: FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY i�ll�r =' IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES a. TRACK WALKING SLOPES STEEPER THAN 6:1. CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE b. RIPPING
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