2007-635 G (Plans) A. GENERAL B. NOTIFICATIONS HYDROSEED NOTES LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ENVIRONNffiNTAL
NOTES: D" OF SOUTH COAST PARK ANNEX.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES ARE GRADED 6:1 (HORIZONTAL TO VERTICAL)
OR STEEPER THE SOUTH 114 OF LOT 4 IN BLOCK
CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A WHEN THEY AREA: 1.
THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL S OF AVAILABLE RECORDS. TO THE BEST OF OINK B. FIVE FEET OR MORE IN HEIGHT IN CUT
AREAS UNLESS OF SAN DIEGO COUNTY, MARCH 29, 1924.
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS (EXCLUDING ANY EXISTING MAN MADE SLOPES). THEREOF M. 1788,
FILED IN THE OFFICE OF THE COUNTY RECORDER
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: SLOPE IS NOT SUBJECT TO EROSION DUE TO THE 2.
THE MAXIMUM VERTICAL DEPTH OF CUT IS 1' AND THE MAXIMUM
REQUEST FOR INSPECTION. EROSION RESISTANT CHARACTER OF THE MATERIAL AS VERTICAL HEIGHT OF FILL IS 0.1' A.P.N•:
256 -242 -26
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY APPROVED BY THE CITY ENGINEER. SITE ADDRESS
2. THE SOILS REPORT TITLED "SOILS INVESTIGATION PROPOSED MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2. IRRIGATION SHALL MAINTAIN
THE MOISTURE LEVEL OF 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1'
SINGLE- FAMILY RESIDENCE 921 HYMETTUS AVENUE, LEUCADIA LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS THE SOIL AT THE OPTIMUM LEVEL FOR THE
GROWTH OF OF CUT AREA OF CUT (S.F.)
AREA OF ENCINITAS CALIFORNIA" PREPARED BY SOUTHLAND RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO THE HYDROSEEDED GROWTH.
921 HYMETTUS AVENUE
GEOTECHNVICAL CONSULTANTS DATED JUNE 22, 2007. ALL CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE
FOLLOWING: B.) AVERAGE DEPTH VOLUME OF FILL (C.F.) 0.02' ENCINITAS, CA 92024
GRADING SHALL BE DONE IN ACCORDANCE WITH THE STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND A. SEED MIX SHALL CONSIST OF NO LESS THAN
� OF FILL AREA OF FILL (S.F.)
REECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 1. 20 LBS PER ACRE OF ROSE
CLOVER O1��NER/PF,RMITTEE
REPORT. WORK• 2. 20 LBS PER ACRE OF ZORRO FESCUE ELIZABETH & POLAND SHANY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORIVICA A. SEWERS - ESD 633
-2770 F" STORMWATER POLLUTION CONTROL NOTES 921 HYMETTUS AVENUE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES NOR OF 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA ENCINITAS,
CA 92024
C
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 858.36
ENCINITAS, C
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN B. GAS & ELECTRIC - SOG&E (800) 422 -4133 - DIG ALERT 6. 112 LB PER ACRE
OF DIMORPHOLECA CONCRETE WASHOUT
CONJUNCTION WITH IMPROVEMENT PLANS. 7. ITEMS C, OE AND F OF THIS SUBSECTION MAY
C. WATER - SDWD (800) 42£ -4133 - DIG ALERT BE EON L �T T I NS LE E EITHER B
THE AREA BEING CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ESTIMATED EARTHWORK QUANTITIES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE D. TELEPHONE - SBC (800) 422 -4133 -DIG ALERT PUBLIC STREET OR RESIDENTIAL
STRUCTURES. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
GRADING. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT WITH A NITROGEN FIXING BACTERIA AND APPLIED THE STO RMW A TER SHALL CONVEYANCE
SYSTEM OR ANY RECEIVING WATER. 500 CUBIC YARDS EXCAVATION (CUT) O
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED CONTRACTOR TOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
100 CUBIC YARDS EMBANKMENT (FILL)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. DRY EITHER BY DRILLING OR BROADCASTING
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 BEFORE DYROSEEDING.
CONSTRUCTION SITE ACCESS 400 CUBIC YARDS EXPORT*
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO
PHONE' (760) 633 -2770. THE JOBSITE IN UNOPENED CONTAINERS WITH THE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE
FOR VEHICLES REMEDIAL GRADING VOLUME - 1000 CY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR CALIFORNIA DEPARTMENT OF FOOD AND EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL I
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PRINTED ON SAID CONTAINERS. RE CERTIFICATION TAG ATTACHED T0, OR
BENCH MARK WHICH IS DISTIN4BED OR DESTROYED SHALL BE RE- INSPECTION. PHONE
NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL r
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER • (760) 633 -2770. ALL WORK PERFORMED PRINTED PANELS /PLATES.
ESTIMATE DOES NOT INCLUDE STPIPPINIGS UTILITY
OR A LICENSED LAND SURVEYOR. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
TRENCH VOLUMES OR ANY OVEREXCAVATION, IF ( ^
REJECTION AND REMOVAL. TO THE HYDROSEED SLURRY AT THE DISCRETION OF CONSTRUCTION VEHICLES REQUIRED BY SITE CONDITIONS
VI
7. TFE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL B.
THE CONTRACTOR.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SOILS ENGINEER'S CERTIFICATE TYPE 1 MULCH APPLIED AT THE RATE OF NO A SPECIFIC
AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND
ROUTINE ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. I D HEALTH STANDARDS, LAWS AND HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN
EARTHWORK QUANTITIES ARE ESTIMATED FOR
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
RE G UL AL SAFETY AN
REGULATIONS. I, C HAR R Cf� BB I N A REGISTERED CIVIL ENGINEER IN THE STATE OF AND BONDED FIBER MATRIX.
WITH M
CITY RECOGNIZED HOLIDAYS. COPY OF T ; SOILS REPORT STRAW IS USED IT MUST BE ANCHORED TO THE PERMIT PURPOSES
ONLY. (CALCULATED ON A
OIRNIY DOING BUSINESS IN THE FIELD OF APPLIED SOIL SLOPE BY MECHANICALLY PUNCHING NO LESS THAN EROSION CONTROL THEORETICAL
BASIS. ACTUAL QUANTITIES MAY VARY
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MLCHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 50% OF THE STRAW
INTO THE SOIL.
(AITF . FRR IPALL DUE TO SHRINKAGE OR SWELL FACTORS).
CONDUCTED BETWEEN THE HOURS OF
MILE OF A STRUCTURE FOR HUMAN OCr!UPANICY SHALL NOT BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY C. FERTILIZER CONSISTING
OF AMMONIUM EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
NOR ON SATURDAY 5.30 P.M. AND 7.30 A.M. DIRECTION BETWEEN THE DATES o�
PILED FROM THIS ST AND JV 2z UD 20o � COMPLETE PHOSPHATE SULFATE 16 -20 -0, WHITH 15% SULFUR SURFACES ESPECIALLY SHALL
BE PROTECTED AGAINST EROSION BY INSTALLING
S SLMVD.4YS AND T SUBMITTED UDY, Y APPLIED AT THE RATE OF 500 LBS PER ACRE. EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, ADEQUATE
RECOMMENDATIONS HAS BEEN SUBMITTED TO THE O L_ 4
OF THE CITY LEGEND
„ . AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO GROUND COVER VEGETATION,
9. 1V0 GRADING OPERATIONS SHALL COMMENCE LNVTIL A PREGRADING ENGINEER, _ONG WITH UPDATE LETTER DATED N9y 2�0� FURTHERMORE I HYDROSEEDING
BY.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING ('[OPUS HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE A. ROUGHENING THE SURFACE TO
BE PLANTED BY ANY OR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
PRESENT. CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEER; RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
S.D.R.S.D. =SAN DIEGO REGIONAL STANDARD DR/WINGS A COMBINATION OF
G CONTRACTOR AND PE THE F'REGRADE MEETING BEEN INCORP ATE IN GRADING PLANS AND SPECIFICATIONS. 1. TRACK WALKING SLOPES STEEPER THAN
6:1. DIVERSION DIKES SHALL BE CONSTRUCTED TD CHANNEL RUNOFF AROUND THE PROPERTY BOUNDARY
ADVANCE BY CALLING (760) 633 -2770. S -
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN X 2. RIPPING AREAS THAT WILL NOT BREAK UP USING CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION PROPOSED BUILDING
IGNEpI ------ ---- ----.: ITEM 1 ABOVE. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. PROPOSED BASEMENT WALL
-
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RCE NO. : -- 3_G3�Z '. '_ B. CONDITIONING THE SOILS SO THAT IT IS
SUITABLE FOR
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ---------------- - - - - -- PLANTING BY REMOVE EXISTING VEGETATION ONLY
WHEN ABSOLUTELY NECESSARY. LARGE SETBACKS - - - -
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE EXP. DATE. -
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL PROPOSED
CONTOURS -
OPJ aypB�t� OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CITY ENGINEER 1-04 THE PROPOSED HALL ROUTE. THE DEVELOPER ---------------- - - - - -- * =, PROVIDE A DAMP BUT NOT SATURATED SEED BED.
SHALL Cr]MPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SOUTHLAND GEOTECHNVICAL CONSULTANTS 2. THE ADDITION OF SOIL AMENDMENTS, PH UNNECESSARILY,
• THEY HELP DECREASE EROSION. EXISTING CONTOURS
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 1236 GREENFIELD DRIVE SUITE A ADJUSTMENT, LEACHING OR COVERING SALINE
CENTERLINE
OPERATION. EL CAJON, CALIFORNIA 92021 SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. TEMPORARY VEGETATION MUST BE PLANTED
ON SLOPES OR WHERE CONSTRUCTION
619.442.8022
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL ENCROACHMENT MAINTFNENCE
&
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO REMOVAL AGREEMENT
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROD. NO. 147B43 GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
SHIELD AND BIND THE SOIL. EXISTING EDGE OF PAVEMENT
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, LNVTIL
EXISTING WATER MAIN
PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 635 -G STATEM PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION
AND
ENT OF ENGLNFER OF WORK T HE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. GRADING ACTIVITIES ARE ION A COM P L ETE.
EXISTING SEWER MAIN
HAS BEEN PERFORMED IN SLN.3STANTIAL CONFORMANCE WITH THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS WATER USAGE FOR
DUST CONTROL SHALL BE MINIMIZED. EXISTING BUILDING
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE SAN DIEGUITO WATER DISTRICT
EXISTING RETAINING WALL
SUCH GRADING OPERATION. DATE AND SI GN A TURE OF THE CIVIL ENGINEER WHO CERTIFIES ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL
ON -SITE CONSTRUCTION MATERIAL STORAGE
BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY I. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
EXISTING GAS MAIN
THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION STORED MATERIALS
SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
C. GRADING OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL PROPOSED CONCRETE DRIVEWAY
1. ALL GRAD A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. STAY
DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
GRAD SHALL BE INlSPELiED AND TESTED BY A QUALIFIED 4 aETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL FOR AL: FUEL STORED
ON -SITE. PROPOSED 0" HIGH 6 "X16" CURB
INSPECT AND TEST T THHE E EXCAVATION PLACEMENT AND COMPACTION o
SOILS ENGINEER HIS DIRECTION. HE/SHE SHALL .S" ICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 2. ALL EXISTING FACILITIES, WHICH
MAY AFFECT FINAL DESIGN, I.E., PROPOSED DRAINAGE DIRECTION
E THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY FOR LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION ELIMINATE OR
REDUCE POLLUTION OF STOFNWATEP FROM STOCKPILES KEPT ON -SITE.
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINt
OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /S'4R THE 7LANS OR 'DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER SHALL BE FIELD VERIFIED.
ALL EXISTING OR PROPOSED UTILITY STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE PROPOSED RETAINING WALL
AGREES TO INDEMNVIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE nR SHOWN ON IMPROVEMENT PLANS.
ELECTRICAL AND SEWER TO FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
GRADING OPERATIONS HE /SHE SHALL STATE THAT UdSERVATIONS AND BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, E' , -TORS, OR CROSS UNDER
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT LIMITS OF GRADING w W
TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS 03 EMPLOYEES BY SAN DIEGUITO WATER
DISTRICT. BARRIER AROUND THE PERIMETER AT ALL TIMES. PROPOSED 6" STORM DRAIN
THAT IN HIS /HER uPINION, ALL EMBANKMENTS AND EICAVIT.TONS WERE ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AN.
_
CONSTRUCTED IN ACCORDANCCt WITH THE APPROVED GRADING PLANS EMPLOYMENT AND ARISING OUT OF THE WORK PERFDRMED BY THE 3. CONTRACTOR AND OWNER ARE
RESPONSIBLE TO RELOCATE AND /OR
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR ENGINEER. ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
TRAINING EXISTING WATER SERVICE
TH EIR INTENDED USE. METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
EXISTING TREE TO REMAIN
�. DIRE CONTRACTOR SHALL PROPERLY GAAOE ALL EXCAVATED E TO PROVIDE POSITIVE WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS.
IF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
OF F WATER. SHE SHALL CONTROL L A D AND AV020 D AVOID G BY., n / J 1 FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL
BE STORMWATER POLLUTION CONTROL BE REQUIREMENTS. THESE BMP NOTES LANDSCAPED BMP AREA NOT TO
()IMAGE TO A J PROPERTIES OR R SUR F F E T AND NISHED WC, K ON THE TIN DAT CURRENT STANDARDS AT THE OWNERS EXPENSE. UPGRADED
TO ' SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY BE MODIFIED WITHOUT PERMISSION
WATER A W. ITER
;ITS AND SHALL TAKE OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS .
AREAS ME TO PREVENT EROSION 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN ABOUT STORMWATER REQUIREMENTS AND THEIR
ROM THE CITY OF ENCINITAS
DRAINAGE AND ERIrISION CONTROL MEASURES HAVE BEEN RLE No. 68964 QP
EIR OWN RESPONSIBILITIES. (GRASS OR OTHER LANDSCAPE MATERIAL)
I,`,'STALLED.
- FRESHLY GRADED AREEAS L S TI ME AS PERMANENT pFESSI PARALLELING WATER SERVICES.
OL QO /JUST IN !
5. MINIMUM HORIZONTAL SEPARATION OF 10' BETWEEN FIRE HYDRANTS WASTE MANAGEMENT
AND SDG&E VAULTS CONTRACTOR SHALL BE RESPONSIBLE FO? PROPERLY DISPOSING OF ALL WASTE
J. 4LL AREAS TO BE FILLED SHALL BE r= +f-PARED TO BE FILLED ANJ PASCO ENGINEERING INC. �" z AND UNUSED CONSTRUCTION MATERIALS.
tLW11*3 OF UNUSED OR WAS H
FILL SHALL BE PLACED IN TABLE MAT WITH STANDARD uc' ; No. 68564 �' r" 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE U
rn
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJEL i I0N1ABLt 535 N. COAST HIGHWAY 101 w £OLANA BEACH CA, 92074 s Exp. 12/31/07 a
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
N4TERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM TLE * FRONT OF THE PARCEL THEY ARE SERVING.
SURFACE IFON WHICH THE FILL IS TO BE PLACED. LOOSE FILL p NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
"ND clVIN- OWNER
ALLUVIAL SOILS SHALL BE REMOVED TO ;UITABLE FIRM PE 1559 J �4)� S CERTIFICATE BERMS /DIKES SHALL BE PLACED AROUND DUNPSTERS
TO DIVERT THE NATURAL
N ATURAL GRO THE EXPOSED SOILS SHALL BE SCARIFIED TO
A 12
DEPTH OF 12 INCHES AND TEEN COMPACTED ` OF CALIF IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO STORM RUNOFF.
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY A PONSIBILITY TO
A DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DLWSTERS WITHOUT
BILITY OF 90 1NESE PLANS.
PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
ACCORDANCE WITH SPECIFICATIONS. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH _
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR MATERIAL. _
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES -" o
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF MANY CONSTRUCTION
MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS,
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM LF;OSS THE IMPROVEMENTS. VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINES? �T OR
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WATTE.
FOR
CONDITION. . WORK AND LEFT n
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL. CALL THE HAZARDOUS
ALL STONES ROOTS S A NEAT AND ORDERLY AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE AND STABILITY OF THE SITE. WASTE HOTLINE TOLL FREE AT (800) 7114 -1195.
FOR INFORMATION ON LANDFILLS LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED AI�T(3 - DU►PSTERS CALL EDCO
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