2007-760 G (Plans) A. WORK TO BE DONE PROTECT BATA
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PUNS THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FINISH GRADE 5. HYDRO- SEEDED
AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
70 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 IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT OWNER: TIMOTHY
AND REBECCA COURY
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.
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 825 DeWITT AVENUE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM BY THE CITY ENGINEER.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER ENCINITAS, CA 92024
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 1. THIS SET OF PLANS TIM O WORK/ HOME:
(760) 635 -2504
INSPECTION. BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND ST ORMINATER POLLUTION CONTROL BMP NOTES 2. THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) BECKY CELL: (760) 310 -5109 -
2. THE SOILS REPORT TITLED *LIMITED SOILS INVESTIGATION" PREPARED BY TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE RELA77VE TO CONSTRUC71ON
ACnVtnES AND THE SAN DIEGO SPECIAL PROVISIONS. PROJECT A.P.N. 258- 212 -11 v
SOUTHLAND GEOTECHNICAL CONSULTANTS, DATED JUNE 1, 2004, SHALL BE GRADING ORDINANCE. J. THE SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS AND AS MAY BE MODIFIED
CONSIDERED AS A PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN PROJECT ADDRESS: 825 Di AVENUE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN 5. ALL TREES, BRUSH, CRASS, AND OTHER OBJECTIONABLE MATERIALS BY THE
CITY OF ENCINITAS STANDARDS.
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. ENCINITAS, CA 92024
SAID REPORT. BY THE CONTRACTOR SO AS 70 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,
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE 2003. PROJECT CML ENGINEERING DESIGN GROUP
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 1yEE6 2121 MONTIEL ROAD
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 OESIGNA77NG THE WASHOUT LOCATION. NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADMVG AND STORM DRAIN ONLY SAN MARCOS, CALIFORNIA 92069
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUCH MATERIAL. S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS
OTHERWISE NOTED (760) 839 -7302 PHONE CaVS]RUMON SHE All 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. D. EROSION CONTROL
ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR ITEM N0. DE:SCRFTION S.D.R.S.D. SY1A30L QUANTITY (760) 480 -7477 FAX
(�,"
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM COURY VEHICLES EGRESS AND INGRESS
TO PREVENT TRACKING DIRT OFF SITE. THIS 0)
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING AT PHONE No. (760) 635 -2504, 24 HOURS A DAY. SHALL INCLUDE USING MATERIAL SUCH
AS GRAVEL AND /OR CORRUGATED STEEL 1 CMU RETAINING WALL SDRSD TYPE C -6 :3EC=E9=r 200 SF
DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PANELS
/ PLATES. il CONC. FLUSH 50 LF SOILS ENGINEERS CERTIFICATE liam EXIS77NG PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER
1 TO APRIL 15). ALL NECESSARY MATERIALS ClaySTRUCTIDIIII VIDINCLES Mm TURF 640 SF I, CHARLES R. CORBIN, A REGISTERED CIVIL ENGINEER
IN THE STATE OF
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 STORMDRAIN SHALL BE DESIGNATED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
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 4 " AC PAVING 1155 SF MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. CONDITIONS PREVALENT WITHIN THIS SITE WAS
MADE BY ME OR UNDER MY
APPROVAL OF THE ENGINEER INSPECTOR.
J. DEVICES SHOWN ON PLANS SPEC NOT BE MOVED OR MODIFIED WITHOUT THE EQUIPMENT MAINTENANCE. ALL AM /OR REPAIRS SHALL BE MADE OFF -SITE
S 4" SEWER LAT. W /C.O. 4" ABS -S -S ' S 1 EA DIRECTION BETWEEN THE DATES �i _ AND __s.11a*__.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER E
6 TRENCH RESURFACING PER CITY OF FACIAL STD. 16 LF ONE COMPLETE COPY OF THE SOILS T COMPILED FROM THIS STUDY, T O
TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, , CITY ENGINEER FURTHERMORE 1 HAVE RENEWED
THE THE LAWS, TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
7 TURF AREA 230 SF WITH RECOMMENDATIONS, HAS BEEN SUBMITTED E SE GRADING PLANS AND
THE OFFICE Of THE
. ,
AND REGULATIONS. RAINFALL. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY 8 3 . � � CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE -HALF (112) MILE OF A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, (W) RIBBON GUTTER SDRSD G -12 MODIFIED � ``` > 50 LF THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX. 9 12 "x12" ORAIN INLET NDS BOX OR EQUNVALEN ® 3 EA SPECIFICATIONS.
HOURS OF 5:30 PM AND 7.30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 2. NO EXCAVATION AND GRADING ACTIVII
ARE ALLOWED DURING WET
RECOGNIZED HOLIDAYS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS WEATHER. I " AREA DRAIN NOS
BOX OR EQUIVkENI 10 EA
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
1 " DRAIN PIPE SDR 35 .__________= 125 LF
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAZARDOUS CONDITION. THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS
AGAINST SIGNED:
HAS BEEN HELD ONS11E WITH THE FOLLOWING PEOPLE PRESENT: CITY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PUN SHALL EROSION
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 1 WAS WS -09, WC -17 -W -W� 1 EA LE 0
OISPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND BE INCORPORATED HEREON. 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE 1 " AC BERM -5, TYPED ® 20 LF RCE NO : 36302 �p �
PERMITEE THE PREGR40E 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 s
LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY OF THE NATURAL GROUND COVER. DO NOT REMOVE
TREES OR SHRUBS 1 4 "-6" ROCK SIZE 0.2 CY TOR
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF UNNECESSARILY,
THEY HELP DECREASE EROSION. E GRAVEL BAGS -6 SC -8, D E1 /SHT3 �® 100 EA EXP. DATE.
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 5. TEMPORARY VEGETATION MUST BE PUNTED ON SLOPES OR WHERE
/
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO FORTY PERCENT (40x). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH STRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL S INLAND GEOTECHNICAL
CONSULTANTS
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED MAUL RAINFALL EROSION SHALL BE PREVENTED BY PUNTING FAST - GROWING ANNUAL
AND QUANTITIES FOR BIDDING PURPOSES ONLY. 1238 GREENFIELD DRIVE, SUITE A
ROUTE. THE DEVELOPER S COMPLY WITH ALL CONDITIONS AND 10, SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE PERENNIAL GRASSES
TO SHIELD AND BIND THE SOIL. EL CAJON, CA 92021
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE COVERAGE OF GRADED SLOPES 9OX COVERAGE PRIOR TO NOVEMBER 15, THE SLOPES 6. PUNT
PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE PHONE (619) 442 -8022
q HAULING OPERATION. SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
SAN DIEGUITO WATER DISTRICT NOTES PROJECT NO. 147C71
F 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 7. WATER
USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
OR FINAL RELEASE OF SECURITY, AN CALIFORNIA DEPARTMENT OF CONSERVATION. R REVIEW OF THIS PUN BY SAN RACY OF WATER DISTRICT
DOES NOT CONSTITUTE A
PRIOR TO FINAL GRADING APPROVAL AND
/ ON -SITE CONSTRICTION WTERIAL STORAGE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
STATEMENT OF ENGINEER OF WORK
CERTIFICATE SHALL BE PROVIDED STATING: 'THE GRADING UNDER 1. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE NON
- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
PERMIT No.760 - RAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH E. HYDRO-SEED PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE
THESE OF THIS PROJECT. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
III THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL 2. ALL EXISTING FACIL171ES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS,
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PLAN ", THIS STATEMENT SHALL BE FOLLOWED BY THE LATE AND SIGNATURE OF PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED, ALL EXISTING
TO VERTICAL) OR STEEPER WHEN THEY ARE PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 2. ELIMINATE OR REDUCE POLLUTION
OF STORMWATER FROM STOCKPILES KEPT OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE IN
ON -SITE, STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT BE SHOWN ON IMPROVEMENT PUNS. ELECTRICAL AND SEWER TO CROSS
UNDER WATER
� B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED BY THE CITY OF
B. NOTIFICATIONS EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED CONCRETE, AGGREGATE -BASE, ETC. STOCKPILES SHALL BE
LOCATED AWAY FROM MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND BY THE CITY ENGINEER, CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS.
STOCKPILES J. CONTRACTOR AND OWNER ARE RESPONSIBLE 70 RELOCATE AND /OR ADJUST TO PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND GRADE
ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL PROVIDED
WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST DESIGN, AND
IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. FOR THE GROWTH OF THE HYDROSEEDED GROWTH. ALL TIMES. MEET CURRENT
SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS
AT THE OWNER'S THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HAI MILESS THE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: ml � EXPENSE.
CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
A. SEED MIX SHALL CONSIST OF NO LESS THAN: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 4. U71LMES TO MAINTAIN
MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIO R 70 ANY
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY CONTACT THE a. 20 LBS. PER ACRE OF ROSE CLOVER ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR ILIAR WITH THE CITY OF ENCINITAS SERVICES. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS OR
O
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION b. 20 LBS. PER ACRE OF ZORRO FESCUE STORMWATER POLLJTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND
y� OF COMMENCEMENT OF WORK. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS)
AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER.
F d. 4 LOS. PER ACRE OF ACHILLEA MMILLEFOLA THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER 6. ALL WATER
SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
A. SEWER - CARDIFF SANITATION DISTRICT (760) 633 -2770 e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. ERIN RIST
B. GAS L ELECTRIC - (SOG&E) (800) 422 -4133 f. 112 LB. PER ACRE OF DIMORPHOLECA ENGINEERING DESIGN GROUP
C. WATER - (SAN DIEGUITO WATER DISTRICT) (760) 633 -270? g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE
EAR I S 2121 MON77EL ROAD QaoFEss /0N
D. TELEPHONE - (ATT) (800) 222 -0300 THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR 1. CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERTY DISPOSING OF ALL SAN MARCOS, CA 92069 �e p E. + F
E CABLE N - (DIMENSION CABLE) (800) 422 -4133 RESIDENTIAL STRUCTURES. WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
CUT 25 CY IMPERVIOUS SURFACE: 3.900 SF (760) 839_7302
h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM
INTO THE FILL 0 CY AREA OF GRADING: 480 SF W
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EXPORT 25 CY
AVC. DEPTH OF FILL: 0 FT No, 65122 A
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR HYDROSEEDING. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO
STORMWATER. BY. Exp. 09 /30 /09
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770, i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED BERMS /DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL IMPORT 0 CY AVG. DEPTH OF Cl 1.5 FT R.C.E. NO. : 85142 #
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR
LEAKS. REMOVAL & 0 CY DATE. 1 /'Leto s
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. DUMPSTER LIDS SHALL REMAIN CLOSED
AT ALL TIMES. DUMPSTERS WITHOUT RECOMPACTON ' +r
INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED 70 THE HYDROSEED SLURRY AT LIDS
SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR e OF
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. THE DISCRETION OF THE CONTRACTOR. COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH I` EXP. DATE 09130109
MATERIAL. 111 s tlmllu IIIIII -- f III VI IIII 1:6
C. (FADING 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 X6 ° q n I IWI III PAi�lllllll Vpl'1I 711IIIIII = wl
1, ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED C�EAR£DVL�GETAJ70N
FLUI
CAN BE ED NONDRE - �!IIIIIi 1 ^IIII ° ° 11 1'3 s 11'� III //Null ONNER�S CERTIFICATE
FIBER MMTERAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
. BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS a
MECHANICALLY PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL. V I' 1!k1111 °ull !VIII!, i, I ` II II
",111 �, oll 11 911111 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND WASTE FOR INFOR MATION ON DISPOSAL OF HAZARDOUS MATERIAL CALL THE
ENGINEER OR UNDER HIS DIRECTION HE SHALL OBSERVED AND TEST THE 1 L
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS hl '11 I - THESE PUNS.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15X ULPHUR APPLIED AT TOLL FREE AT (800) 714 -1195. FOR INFORMATION ry Ikil'
4 �ll'IIIII,I IIII G ^u ° �Ilq: 1 �: - I
IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHAG HAVE A
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. (DEVELOPER)
THE RATE OF 500 11 16 -20 -0, WITH 15 PER ACRE. ON LANDFILLS AND TO ORDER DUMPSTERS CALL UM AT (760) 436 -4151. l
li UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT 4. POLLUTANTS SHALL BE KEPT
OFF EXPOSED SURFACES. PLACE TRASH CANS
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS 1 REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS
OR
(i I� IVI 111 IIII Ipp1u 6 R, ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO - SEEDING BY. AND RECYCLING
RECEPTACLES AROUND THE SITE. w.. ! 1 I IP,l
ANKMENTS AND 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECK d IIIIIuh s Vul IVPU :II +III III II
III - II „u11n1, ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
DE E ED 1
�Ip1�l, Is I` 1IIIIVIVI,1u11 I .- ..IIII 1I VII IIuIIVII1llIII hIIIIIu. , - VIIIIVIIGII I I
y
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY THE IMPROVEMENTS.
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