2011-10760 G (Plans) A. GENERAL WORK TO BE DONE PROJECT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD 4• CUT AND FiLL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 5. HYDRO-SEEDED AREAS SHALL
BE MAINTAINED TO PROVIDE A VIGOROUS THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS 1
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND WHERE HYDRO-SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE FOLLOWING DOCUMENTS, CURRENT
AT THE TIME OF CONSTRUCTION, AS DIRECTED PRQJECT OWNERi JUSTIN AND JOYCE SCHMID
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT PROJECT !S COMPLETED AND ALL SECURITY
RELEASED. BY THE CITY ENGINEER.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED 1002 HURTSDALE AVENUE BY THE CiTY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION. AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER 1. THIS SET OF PLANS CARDIFF, CA
92024 P
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND
2. I
THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND EVALUATION, NEW BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND STORMWAIER POLLUTION
CONTROL BMP NOTES THE SAN DIEGO SPECIAL PROVISIONS. CELL PH. JUSTIN: (760) 487-1278
RESIDENCE TO BE LOCATED AT 2032 CAMBRIDGE AVE, CARDIFF COMMUNITY, CA 92007 TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE RELATIVE TO CONSTRUCTION
AC71VI71ES 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE N. 260-384-33
PROJECT A.P.
PREPARED BY ENGINEERING DESIGN GROUP, DATED OCTOBER 29, 2010, SHALL BE GRADING ORDINANCE CITY OF ENCINITAS STANDARDS. .
CONSIDERED AS A PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN 5. ALL TREES, . THE SDW STANDARDS AND SPECIFICATIONS FOR WATER. PROJECT
ADDRESS: 2032 CAMBRIDGE AVE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID EES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS CONCRETE WASHOUT
SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25, 2003. ENCINITAS, CA 92007
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 NOTE: WORK
AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY PROJECT SOILS ENGINEERING DESIGN GROUP
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 S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS OTHERWISE NOTED 2121 MONTIEL RAOD
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPRO'EMENTS WITHIN APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE STORMWATER CONVEYANCE SYSTEM OR
ANY RECEMNG WATER. CONTRACTOR
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 DESIGN477NG THE
WASHOUT LOCATION. ITEM NO. DESCRIPTION SD.R.SD. SYMBOL QUANTITY SAN MARCOS, CA 92069
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUCH MATERIAL. CONSTRUCTION SITE ACCESS i 4" DA AREA DRAIN TYP NOS OR EQUIV.
® 12 EA ( )
PHONE: 760 839-7302
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. D. EROSION CONTROL 0 SHALL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS
REQUIRED TO I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JUSTIN SCHMID AT PHONE No. 'VEHICLES EGRESS TO PREVENT ACCESS
DIRT OFF SITE. THIS ® 4" DRAIN PIPE SDR 35 =__________= 180 LF PROJECT CNIL ENGINEERING DESIGN GROUP
zPROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING (760) 487-1278, 24 HOURS A DAY. SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND OR CORRUGATED
STEEL 3 18 x18" CATCH BASIN JENSEN PRECAST ® 1 EA & 2121 MONTIEL ROAz DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION /
O SAN MARCOS, FORNIA 92069 k
° EXISTING PRIOR TO GRADING. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PANELS/PLATES. ® 12""x12"
CATCH BASIN N N ® 2 EA SAN RCOS, CALIFORNIA CA PHONE
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS CONSTRUCTION VEHICLES 5 6" TIGHT LINE SDRSD 10
LF (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 STORMDRAW SHALL BE DESIGNATED t�n
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 6 1-1/2" FORCE LINE SDR-35 - - - - 50 LF SOILS ENGINEER'S CERTIFICATE {
REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND SURVEYOR.
id 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE PRIVA
AREA RAIN
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY APPROVAL OF THE ENGINEER INSPECTOR. 7 PU SECTION D/ SHEET
3 1 EA
1, STEVEN NORRIS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
U) DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
8 3x R P P " " ® PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
EROSION CONTROL 2 -6 ROCK SIZE 0.2 CY HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
0 TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING 1. EROSION CONTROL
MUST BE PROVIDED FOR ALL EROSIVE SURFACES. ET D SWAL
AND REGULATIONS. RAINFALL. 9 DET 21 SHEET 3 ' , ' 1 pp LF PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
z SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY PERMANENT RUP
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, 10 CMU RETAINING WALL SDRSD C-1, 3, 4 & 5, 470 SF BETWEEN THE DATES 10115110 AND 10,129110. ONE COMPLETE
COPY OF THE
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. SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
1 CONCRETE DRIVEWAY .
w 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 ACTIVITIES ARE
ALLOWED DURING WET 900 SF BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE I
RECOGNIZED HOLIDAYS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS WEATHER. 1 HAVE REVIEWED
THESE GRADING NO CERTIFY THAT THE
1/ SHEET 3 460 SF
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 3. DIVERSION DIKES SHALL
BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 1 16 PCC FLUSH RECOMMENDATIONS iNCLUD TH ILS REPORT FOR THiS PROJECT HAVE
° HAS BEEN HELD ONRAT I WITH THE FOLLOWING PEOPLE PRESENT: CITY HAZARDOUS CONDITION. THE CONSTRUC7ION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST 83
LF BEEN INCORPORATED ,1 E G G PLANS AND SPECIFICATIONS.
€ 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURE.
14 4" AC PAVING OVER
3 INSPECTOR, E ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND BE INCORPORATED HEREON. 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY.
LARGE 6 CLASS 11 BASE 600 SF
PERMIfEE. THE PREGRADE MEETING SHALL 8E SCHEDULED WITH THE CITY AT
8 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAW AWAY FROM THE FACE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
1 3 4"-I" WATER METE SDWD) P-2A c QaoaessroN�
N LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. / WAS INS-Q-1. WC-17 � 1 EA SIGNED.
o OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS " "
$ 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. 1 4 SEWER LAS. W/C.O. 4 ABS S-S S i EA STEVEN NORRIS
-° CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO EACH WORKING DAY WHEN THE FIVE (5) DAY RAiN PROBABILITY FORECAST EXCEEDS 5. TEMPORARY VEGETA7ION
MUST BE PLANTED ON SLOPES OR WHERE RET WALL BACKDRAI t
SIRUCTtON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. DR-35 PERFORATED ---- 200 LF GE N0. : 2590
zs90 I
o AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH --
Expzz-31-11
ROUTE. THE DEVELOPER SHALL COMPLY Wi7H ALL COND177ONS AND RAINFALL. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND 1® (W) RIBBON GUTTER
PER SDRSD G-12 MOD > ., `_ :> 50 LF # aF
8 REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 10. SHOULD GERMINA77ON OF HYDRO-SEEDED SLOPES FAiL TO PROVIDE EFFECTIVE PERENNIAL GRASSES TO SHIELD
AND BIND THE SOIL. 19 ORCO PAVINGSTONES EXP. DATE: 12-37-11
HAULING OPERATION. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE O L L L L 350 SF - �1+T �forECrtt+`�'
+��
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR 70 NOVEMBER 15, THE SLOPES EXCAVA77ON AND GRADING ACiIW77ES ARE COMPLETE '
ENGINEERING DESIGN GROUP F ®F o�°,�o
° SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION """
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. """'= 2121 MONTIEL ROAD
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AN E GRAVEL BAGS SC-6 CA 92069
CALIFORNIA DEPARTMENT OF CONSERVATION. /SC-8,D El/SHT 4 ® 60 EA SAN MARCOS,
o AS-GRADED CERTIFICATE SHALL BE PROVIDED STATING: THE GRADING UNDER ON-SITE CONSTRUCTION MA7ERIAL STORAGE° ST
ABILIZED CONFIIR. DEL E2 SHT.3 ° ° 250 SF PHONE (760) 839-7302
° PERMIT N0.10760-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE E. HYDRO-SEED i. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE
DRIVEWAY /
w WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE NOTE.• QUM77TIES
ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL STATEMENT OF ENGINEER OF WORK
m AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.I(HORIZONTAL PRODUCTS WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
z SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. TO VERTICAL) OR STEEPER WHEN THEY ARE: PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON-SITE. QUANTITIES FOR BIDDING PURPOSES ONLY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
r A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 2. ELIMINATE OR REDUCE POLLU77ON OF STORMWATER FROM STOCKPILES KEPT SAN DIEGUITO WA7FR DISTRICT
N07ES ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
B. N071FICA7IONS 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
PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER I
w EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN I
I. THE EXISTENCE AND LOCATION L UNDERGROUND UTILITY PIPES AND BY THE CITY ENGINEER. CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES
SPECIFICA71ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE WASC
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND 2. REVIEW OF
THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS(TITUT)E A REPRESENTATION AS ACCORDANCE WITH THE RULES AND REGULA77ONS REQUIRED BY THE CiTY OF
w AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK
OR REVIEW I
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP77MUM LEVEL PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND PERFORMED BY THE ENGINEER IS NOT A DETERMINATION
BY THE C17Y OF
ALL TIMES. UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACYOF THE PLANS OR
THE CONTRACTOR T REQUIRED S TAKE DUE PRECAUTIONARY TO PROTECT FOR THE GROWTH OF THE HYDRCSEEDED GROWTH. Q J. ALL EXISTING FACILITIES WHICH
MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF
MEASURES SITE.PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED UTILITY CROSSINGS RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
THE WORK SiW !T IS THE CONTRACTOR'S RESPONSIBILITY IO CONTACT THE A. SEED MIX SHALL CONSIST OF NO LESS THAN. ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH
THE CITY OF ENCINITAS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
z FOLLOWING OWNERS OF SAID U71LIT1E5 OR STRUCTURES PRIOR TO ANY
is 3 a. 20 LBS. PER ACRE OF ROSE CLOVER STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHfi'L SEWER TO CROSS UNDER
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER CITY OF ENCINITAS AND 17S OFFICERS, AGENTS, AND EMPLOYEES FROM
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
b. 20 LBS. PER ACRE OF ZORRO FESCUE .
OF COMMENCEMENT OF WORK. BE AVAILABLE TO EVERYONE WORKING ON SITE 71
7E PROPERTY OWNER DISTRICT
S) AND PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
w c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER 4. CONTRACTOR AND OWNER
ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXIS7iNG ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
A. SEWER - CARDIFF SANITATION DISTRICT (760) 633-2770 d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLtA REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH iS AFFECTED BY THEiR EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
o B. GAS & ELECTRIC - (SDG&E) (800) 422-4133 e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) PROJECT. ALL AFFECTED WATER FACILI7ES
MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER.
Y C. WATER - (SAN DIEGUiTO WATER DISTRICT) (760) 633-2709 f. 1/2 LB. PER ACRE OF DIMORPHOLECA WASTE MANAGEMENT STANDARDS. IF FACILITIES
DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
D. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL STANDARDS AT
THE OWNER'S EXPENSE. ERIN RIST
°3 E TELEPHONE - LAST) (800) 222-0300 9 WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR 5. UTILITIES TO MAINTAIN
MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ENGINEERING DESIGN GROUP OFESS
8 E. CABLE N - DIMENSION CABLE 800 422-4133 THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR
( ) ( ) WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS 2121 MONTIEL ROAD �o eR °
RESIDENTIAL STRUCTURES. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. AND ELECTRIC VAULTS. SAN MARCOS, CA 92069
��� ON E.
2. CON77?ACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING 2. NO SEEPAGE FROM
DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. 760 839-7302 S,,
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2770. BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE 7. ALL WATER SERVICES
TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS. ( )
z HYDROSEEDING. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL WATER METERS MUST BE IN FRONT OF THE PARCEL THEY
ARE SERVING.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. No.
6s122
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT 8. CALIFORNIA
STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THE NO-LEAD BRASS BE USED IN THE BY. Exp, 09/30/11
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH R.C.E. N0. : 65 2
° INSPECTION. PHONE 760 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT CONTAINERS WiTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER77FIC47ION LIDS SHALL BE PLACED
WITHIN STRUCTURES WfiH IMPERVIOUS ROOFING OR
OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. THIS LAW THE DISTRICT SHALL REQUIRE
ALL MATERIALS TO BE NO-LEAD BRASS PARTS.
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 TRASH 9. ALL
COPPER TUBING USED AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH DATE: j{2%III s, "
C. GRADING MATERIAL. CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. 9re °F A
c? THE DISCRETION OF THE CONTRACTOR.
0 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED
i. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND EXP.
DATE: 09130111
w ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED AND TEST THE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE TYPE CLEARED VEGETA77ON
CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED EAR7HWORK
OWNERS CERTIFICATE i
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY BE TAKEN TO AN MATT OP ON LANDFILL OR DISPOSED OF AS HAZARDOUS
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE 165 CY + 250 CY
2170 SF (BUILDING) IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO �
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOiL. HAZARDOUS WASTE HOTLINE TOLL
FREE AT (800) 714-1195. FOR WFORMA77ON CUT FOUNDATION EXCAVATION IMPERVOUS SURFACE. 920 SF (DRIVEWAY AND WALKWAYS)
UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT ON LANDFILLS AND TO ORDER DUMPSTERS CALL EQ�Q AT (760 436-4151. FILL 0 CY AREA
OF GRADING: 2630 SF THESE PLANS.
$ OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15% ULPHUR APPLIED AT )
z SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS EXPORT 415 CY
THE RATE OF 500 LBS. i6-20-0, WITH 15 PER ACRE. AVG. DEPTH OF FILL: 0 FT IT !S FURTHER AGREED THAT THE OWNER
DEVELOPER SHALL
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AND RECYCLING RECEPTACLES AROUND THE SILT IMPORT 0 CY AVG. DEPTH OF CUT:
6 FT (DEVELOPER) HAVE A
4. AREAS TO BE HYDRO-SEEDED SHALL BE PREPARED PRIOR TO HYDRO-SEEDING BY. 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED REGIST
ERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY REMOVAL & 300 CY ADD177
ONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
z TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. CONTAINMENT AND LOCATE PORTABLE
TOILETS AWAY FROM STORMDRAIN INLETS RECOMPACTION ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING a. TRACK WALKING SLOPES STEEPER THAN 6:1. ON PERVIOUS SURFACES. THE
IMPROVEMENTS.
PROPERTIES OR TO FINISH WORK ON SITE AND SHALL TAKE REMEDIAL b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a" ABOVE. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT