2005-9286 G (Plans) - , - - --- - - - - -- --- - - - -- -- -- --- - - - - -- _ -_ -- _ :- - - -
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I. ALL WORK SHALL 8E 7X3FTE Al AL`Z17L`E W�I'H THESE PUNS THE 4. CU7 AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH u
S GRADE STORMWATER POLLUTION CONTROL $MP NOTES
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF _7D- _ �__II�
ROJECT DATA
CONSTRUCTION STANDARDS OF THE 07Y OF ENCINITAS AND THE SAN DIEGO EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
RELATIVE i'0 CONSTRUC77ON ACTWITIES 'P Ii Ili AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
THEREFROM TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT J THE IMPROVEMENT WORK SHALL 6E PERFORMED iIM AG'LORDINCE 1MTH 'IFE
fIECi OWIVE1t --
NOURAO FAMLY 1WPUSf
T' LL' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY RQtUT FOR -SAND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER 420Y F iVASHOUT
FOLLOWING DOCUMENTS, CU. RENT AT THE ME OF CONSTRUCTION AS C
INSPECTION. CONTRACTOR SHALL ESTABLISH AND USE AN ADEOWTELY SIZED CONCRETE BY THE CHY 04WEM OM7E � _. $488
EDCEWOOO AVENUE
` EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 1A MESA, CA 81941
,. L2. THE SOILS REPORT TITLED 'SOILS INVESTIGATION TWO PROPOSED 19ECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND 1VASHOUr AREA TO CONTAIN WASHOUT WASTES
ON SITE. fT IS ILLEGAL TO XLSH -
x RESIDENTIAL BUILDING SITES 2477-2483 OXFORD AVE, ENCINITAS, CALFORNIA; i. TT41S SET OF PUNS !
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE MTH TJIE CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE PHONE.
(619) 463-71013
3PROJECT No. 04-7167D4. PREPARED BY ALLIED EARTH TECHNOLOGY, DATED GRADING ORDINANCE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR 2•
THE STANDARD SPECIFICATIONS FOR PUBLIC WDliliS OMSTRLcnm (GREEN BOOK) 61-f 1J-1
AND THE SAN DIEGO SPECIAL PROVISIONS. j°ROJECT A.P.N. 2 6 k 261-113-17
IMOVEMBER 12, 2004, SHALL BE CONSIDERED AS A PART OF GRADING PUN. V. ALL TREES, BRUSH, GRASS, AND OTHER O8JEL7 8t£ ttdTEAGtT3 SIMILE t? A SIGN DESlGNATIAIG
ANTE WIrASIlODUT JOCATION. J. THE SAN DIEGO AREA REGIONAL STANDARD VpAWiNGS AND AS L4AY BE i10O1F7ED PROJECT ADDRESS:2477 R 2483 01LFDRD STREET
ALL GRADING SHALL BE DONE IN ACCORDANCE M7TN ANTE RECGIVMENDAAONS SHALL BE COLLECTED, PiLLED OR OTHERWISE DISPOSED OF OFF THE SITE (rQNSTRl1C110N S AtxESS
' 11ALD SPECIFIGITIONS CONTAINED IN SAID REPORT. SITE 6Y THE CITY OF ENCINITAS STANDARDS. _.
$Y THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED #ACCESS A STABILIZED CONSTRUG77ON SITE ACCESS SHALL 9E PROVIDED FOR 4. THE SOW STANDARDS
AND SPECIFICATIONS FOR WATER. , : CARDIFF BY THE SEA, CA 92007
J. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ;£HICLES EGRESS ANO INGRESS TO PREVENT
TRACKING DIRT OFF SiTE. THIS >� St)U.S RFU'DRI FREPe1RFD BY ENGINEERING DJ:SIG/J CROUP, GATED APRIL, 20oJ. PRDt1EL7 SOBS ALLIED EXRTN TECFTNOTZTCP _
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS IrTTaiIP APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SHALL INCLUDE S M INGRESS
SUCH AS GRAVEL AND DI CORRUGATED STEEL
THE STREET RIGHT-OF-NAYS. SEPARATE APPROVALS AND PERMITS FOR THESE #SOILS ENGINEER AND CITY ENGINEER PRIOR t0 THE DISPOSAL. OF ANY / »
N IN R: P.O. BOX 1932
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUCH MATERIAL. i FAMELS/PLATES NOTE: WORK AUTHORIZED BY T .PIMS L�lfkD
TD AND DRAMA Y EL CAJON, CA 92022-1931
pl\�
°r -1 4. WRITTEN PERMISSION SHALL. BE OBTAINED FOR ANY OFF SiTE GRADING. CONSTRUCTION
VEHICLES ST>�l !#ALL RHONE: (618) 447=!74,7
V4 SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED WLD R40 - SAN DEGO REU�OMAL STD. OR7111MaG; UNLESS OTHERWISE LAMP
°
A. CONTRACTOR 'SHALL LAKE ANY USING ARr PRECAUTIONS OPERATIONS.REQUIRED TO D. EROSION CONTROL FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING,
AND ROUTINE fROiECT COIL :
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
IDAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION V �� NAIAUEIIENANCE ALL AAJOR REPAIRS SHALL ME MADE OFF-SITE ITEM NO. MCRIPTION
S.D.2S.D. ,SYMBOL QUANiITY 1 . TED' EARTH T'ECi;NOLL76T
-!. INCASE EMERGENCY WORK IS REQUI COlYL4CT ROBERT _ IS '- {XiSTJJ4G PRIOR TO GRADING. -
RED. RDCFIELLE AT P1�OAf£
Fro. (760) 944-9901, !4 HOURS A DAY. RO:U50X 1932, �L�TTON
S. THE DEVELOPER SHALL BE TiISLf 1"F 4irT AN1 MONUMENT OR BENCH ] BROOKS BOX 12x12 ® / EA F OA 9E'02Z
^.°,
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND r 2. EQUIPMENT AND WORKERS FOR EMERGENCY MARK SHALL BE 1A1ti DE AVAiL4RE AT i, EROSION CONTROL
UM 8f T ED FOR ALL EROSIVE SURFACES. _____-__ f 7 - .4747 _ __
Q 6 DRAIN PIPE SOR 35 -__________ 95 LF ',�Z _T_
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. - ILL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY -,_ -
i -_4
THE CONTRACTOR N WATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT -INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS A�3
/4�-1' WATER METE - W C - _-_
CONTRA SHALL faiG , CONSTRUCr AND MMMTAIN ALL SAFETY - - 2 FA
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
DEVICES, INCLUDING SNORING, AND SHALL BE RESPONSIBLE FOR CONFDRUMMC . 1S IMMINENT 3• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED dURI 4 1'
WATER LATERAL 1A'--W- ,2 Eq
-- - fi0 ALL LOCAL, STATE~ AND FEDERAL. SAFETY MID HEALTH STANDARDS, JAWS. _ - -- - ,-- ! - - ,"•: '
J. DEVICES SHOWN ON PUNS SHALL NOT BE MOVED OR 16100FIED WITHOUT THE WEATHER. 5 2 FORCE LINE SOR 35 - ==== 115 LF r
, a #y ,:, z
- °t ° a,
, . .
REGUCARONS' J. INVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND _
APPROVAL OF THE ENGINEER INSPECTOR. 6 8 STRIP DRAIN CO DRAIN-NW 200 40 LF
S. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE-HALF (1%2) MiLE OF A 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST ,� '' '
- I STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE ORDER TO THE SATISFACTION OF THE EROSION USiNG PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 7 "
+ w •• * • • 3SMS ENGINEER' ,
C17Y ENGINEER AFTER EACH RUN-OFF ,1._1i 1 t oR► t M . DEL 1/BHT J . , , 1 111.. foo SF S CERT7F7GiTE
----=310URS OF 6:30 PM AND 7:30 AM NOR -ON SATURDAYS SUNDAYS AN_Q �fTY - 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUiELY NECESSARY. LARGE
RECOGNIZED HOLIDAYS. IROWCING RAINFALL _ PROJECTS SHALL BE CONDUCTED IN PLEASES TO AVOJD UNNECESSARY REMOVAL 8 TRENCH RESURFACING PER
CITY OF ENCJN° STD 265 SF J, STEVE NORRIS. A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
s b. THE CONTRACTOR SHALL TFTSTALL �tM110FAAL EROSION CONitTb1 MEgS`URFS AS OF THE NATURAL GROUND COVER. 00 NOT REMOVE IREES GR SHRUBS ,
.PRACTICING IN THE ENGINEERING DISCIPLINE OF GEOTECHNICAL ENGINEERING,
° Sr JV GRADING OPERM3 ALL OMMENCE UNTIL A PREGRADING MEETING --WAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION ECESSARI Y 9
EWER PUMP S1 A S2 TYP PUMP SEC./SHT 3 _ 2 E'A -VEREBY CERTIFY THAT A GEOTECHNICA
=T" IMAS BEEN HELD ONSiTE WITH THE FOLLOWING PEOPLE PRESENT: CITY OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 0.T L , THEY HELP DECREASE EROSIOAI.
L EVALUATION OF THE SOIL DIRECTION
lOAfS
?WW.SPECTOIZ CIVIL, ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND 19. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL HUGE WCESSARY `S• UCTIORARY VEGETATION
MUST LA PUNTED ON SLOPES NT WHERE t0 4" SEWER LITERAL 4' ABS -S-S- 2 EA PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR UNDER MY DIRECTION
PERMIME. THE PREGP" MEETING SFWL BE SCHEDULED WIN 1W CITY AT PRECAUTIONS TO PREVENT PUBLIC IRESPA.SS ONTO A" W14" NAUDUNOEO 041M EROSION � NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. !DURING A REPORT COMPILED INVESTKED EA. ONE COMPLETE COPY OF THE ORIGINAL
EROSION SHALL BE PREVENTED BY PUNTING FAST-GROWING ANNUAL AND ] '- F' DET 3/5Nf 3 S.S t Y 801LS REJ'ORT COMPILED BY
AWED EARTH TECHNOLOGY, DATED NOVEMBER 11,
_LEAST 48 /IOI/RS IN ADVANCE 8Y CALLING 760 33-2770. CREATE A HAZARDOUS CONDITION. 2 1 CONCRETE WALKWAY :• • �-:
)6 - ___ -- -PERENNWL GRASSES TO SHIELD AND BIND THE SOIL _ -_ =--- _ , --- 2004, HAS BEEN SUBMITTED TO
THE OFFICE OF THE CITY ENGINEER. - -- - - --
�. ALL EROSION CONTROL MEASURES FRONDED FER THE APPROVED GRADING PLAN '% ••. ,•. 2.72 SF FURTHERMORE, 1 HAVE REVIEWED
THESE GRADING PUNS AND CERTIFY THAT
6. PUNT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE KEYSTONE RET AL 5 SF ;THE RECOMMENDATJ DEO IN THE ORIGINAL
SOILS REPoRT FOR THIS
I0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED �FLU.L 9E INCORPORATED HEREON. ] -�
EXCAVATION fXCA AND GRADING ACTIVITIES C ES ARE COMPLETE '
QOtVSTRUCflON SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 8• GRADED AREAS AROUND THE PROJECT PERIMETER 11111ST DIPANi AMhAY FiIORI TFE ERFOR.
SOLID __ _ _ PROJECT HA I N WCORP RATED E GRADING PLANS AND L
6 19
V. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ] C
I AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED MAUL FACE OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. _ (9 TRIP RAIN
C. HT. - - - - 75 FT SPECIFlCA7 NS. _ , , -
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN ENTICE AT THE' FIND aW cmi e - ]
_ _ ' `•
-- -
X51 CDN C710N M RW ST R - Y- -- SEWER CLEANOUT - - --- O EA - __-- ---- f` -- - --
_-r-�. �_
---'REQUIREMENTS THE C17Y 00AFEER ANY IMPOSE MTH REGARDS TO THE OF EACH WORKING LAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST 1• MATERIAL STORAGE STORED MATERIALS
SHALL BE CONTAINED IN A SECURE n4' '11";•` .7-11' "ULMJG OPERATION. 1 18 x18 x24
BR. BOX .- _`\,r
-, EXCEEDS FORTY PERCENT (40 6). SILT AND OTHER DEBRIS SHALL,BE REMOVED PUCE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE 2
SIGNED:
1. UPON FINAL COMPLE77 N OF THE R N AFTER EACH RAINFALL. - _-- - PRODUCTS WHERE THEY WILL STAY DRY OUT R 1 -
i ,. , \ ; ,',
O E WO K UNDER THE GRADING PERMIT, BUT OF THE RAIN. CONTRACTOR SHALT l5" ROLLED CURB ,• 50 LF B 3
1 f DFT.?PRIOR TO FINAL GRADIN; APPROVAL AMO/OR FINAL RELEASE OF SECURITY, AN AID. SHOULD GERMINATION OF HYDRO-SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ROtIDE SECONDARY CONTAINMENT
FOR ALL FUEL STORED ON-SITE A ILL E - 1✓
COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE 2. ELIMINATE OR REDUCE POU U77ON OF STORMWATER FROM STOCKPILES KEPT � S DET
1/SHT4 1 FA GE NO. ; 198 � $ )�
. AS-GRADED CERTIFICATE SHALL BE PROVIDED STATING: `THE GRADING UNDER /!
� PERMIT N0.9286-G HAS BEEN PERFORMED !N SUBSTANTIAL CONFORMANCE WITH SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED W ACCORDANCE ON-SITE. STOCKPILES MAY
INCLUDE SOIL, PARING MATERIALS, ASPHALT 1 GRAVEL BAGS SC-6/SC-8),D 2/SHT 4 ® 80 EA . _ -- .
)VITH SECTION 35.023 OF THE EROSION AND SEDIMENT CDIYT3DL HAAIDBODK OF THE CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM �"-
-- -�' y � ''° °` ---- ' I'F :"�flQ�
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED EXP. DATE 12-31-05 ,�: •
TATE OF CAUFORN A QEPARWRT OF CONSERWIM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES CONC. WASHOUT ? CY
t PLAN'. THIS STATEMENT SHALL BE FOLLOWED DI THE DATE AND SIGNATURE OF SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND SILT
FENCE (SC-1 , 0 3 SHT 4 ;ALLIED EARTH TECHNOLOGY - xo,RrG c,• #A _r
TRME CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. r Ry(JRp_S�) •
Jv- PROVIDED W ai A TEMPORARY SEDWENT BARRIER AROUND ;W PERIMETER AT ) / 85 IF ;_ .PHONE: (619) 447-4747
1�" I ,.
j * A. NOT1fTCA1J01VS 1f. HVI)ROSEEDMIG SHALL BE APPLIED TO ALL SLOPES WW ARE OWED 6:T� r4LU IIWiES NOTE QUANTITIES ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL CONFIRM ALL . ,
_ TO VERTICAL) OR STEEPER WHEN THEY ARE QUANTITIES FOR Bloom PURPOSES ONLY. r 1 4µ . . j
7. THE EXISTENCE AND LOCATION OF UNDERGROUND VTIUTY PIPES AND C 1 p " � E �,
A THREE FEET OR MORE W HEIGHT IN FILL AREAS. } _ XP i?;:,,�R A
STRUCTURES SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF -- CONTRACTORS fMPI = -_-_
" ____
�= 8. 5 FEET OR MORE W.HEIGHT IN CUT AREAS, UNLESS 3'tDPE' fiS L70T �UBJ�T TO
OYEES WHO PERFORM CONSTRUCTION iJ1 THE tfi' OF -- - - - , `-
AVAILABLE RECOR0.S. TO THE BEST OF OUR KNOWLEDGE THERE ARE #!0 EROSION DUE f0 THE EROSION RESISTANT CHARACTER OF THE MATERIAL APPROVED ENCiNITAS SHALL BE TRAINED
TO BE FAMILIAR WITH THE CITY OF ENCiNITAS �'S�1N DIEGUITO WATER DISTRICT NOTES e =., F w , ,
TE AS AP ROVED
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: STTORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL ;
�. : -i - ,
8Y THE CITY ENGINEER. ETIG7NEER Of iGORK '
TEMEiVT � __ ,
"" ' 7HF. CONTRACTOR 6 REQUIRED TO TAKE DUE PRECAUTIOMARY TO PROTECT -_ 1 VE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND
f• REVIEW OF TILWS itA11 BY SW L� WATER DISTRiCT M Or E A
', ' T�,r -� bNDE ENGINEER AGREES THAT THE MW PERFORMED BY THE' --
IEiASl/RES TO PROTECT ANY EXlSTN�G UTILITIES OR STRUCTURES LOCATED AT _ - _ _ _ _W PRIME CONTRACTOR MUST #INFORM Sl/8CON1RAC10RS ABOUT
STOfRMWATER AT10N AS TO ANTE ACCURACY OF, THE LOCATION OF; OR THE EXISTENCE OR LE►MpNEllR SHALL COMPLY WITH 114E GENERALLY ACCEPTED STANDARDS AND A
.c. A BALLNTfiIN HIr E MOISTURE LL1�E1 OF THE SOIL AT THE DPTTMl1M LEVEL � OUfREMENTS AND THEIR OWN RESPONSIBILITIES NON-EXISTENCE OF,
ANY UNDERGROUND URI ITT, PIPE OR STRUCTURE WITHIN THE LIMITS ;''
THE WORK SITE. R LS ?HE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
• OF THIS PROJECT. . , ;PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER . , a1
OLLOWLNC OWNERS OF SAND UTILITIES OR STRUCTURES PRIOR TO ANY _ _ ,�
.-' (EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION � �. ALL EXISTING FACILITIES WHIM MY RTHER AGREES
THAT
_3�. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. _ _._- AFFECT FiNAL OE57M 1.E, LINE CROSSINGS, FU THE WORK
PERFORMED HEREIN SHALL BE IN __
:- --"-- F COMMENCEMENT OF WOW. -°°- X -1. CONTRACTOR HA E --LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
^ACCORDANCE WITH THE RULES AND REGULATIONS - -- ' -
A. SEED MI SHALL CONSIST OF NO LESS THAN. S LLB RESPONSIBLE FOR PROPERTY DISPOSING OF ALL E FlED. ALt EXISTING 0
S REQUIRED BY THE CITY OF
_ ' `: * SEi�ERS - CARDIFF SANITATION DISTRICT 60 733-GIBS a. 20 (BS. PER ACRE OF ROSE CLOVER WASTE AND.UNUSED CONSTRUCTION MATERIALS. DUMPING OF
UNUSED OR
OR PROPOSED UTIUTY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL • ENCiNITAS. THE ENGINEER AGREES THAT ANY PLAN
CHECK OR REVIEW .� , 1
w ' ) Lb. 20 IBS. PER ACRE OF ZORRO FESCUE WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN WRY THEM INTO 1}fE BE SHOWN ON IMPROVEMENT
PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF - '<
.` B• GAS ELECTRIC (SDCd£) (800) 422-4133 CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. _r1MAINS UNLESS GIVEN WRITTEN PERMISSION BY
SAN DIEGUITO WATER DISTRICT. ENCiNiTAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PUNS OR �,
', 'v ;' C. WATER - (SAN DiEGUiTO WATER DIMIC (760) 633-2704 r• 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
d. 4 IBS. PER ACRE OF ACHILLEA MILLEFOI LA R. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. • CONTRACTOR AND OWNER ARE RESPONSIBLE
t0 RELOCATE AND/OR AWUST TO � ::#SIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF �
. TELEPHONE _ (PACIFIC BELL) (800) 421-4133 s. J LBS.`PER ACRE OF ALYSSUM CARPET OF BERMS/DIKES SHALL BE PACED AROUND DUMPSTERS TO DIVERT THE NA GRADE
ANY EXISTING WATER FACILITY (FIRE HYDRANT, METER VALVES VALVE BOX �PoNSi @IUTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED -
Jf. CABLE TV - (DIMENSION CABLE) (800) 422-4133 1. 1/2 LB. PER ACRE OF DIMORPHOLECA ) STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS
1ETC.) WHICH IS AFFECTED BY THEIR PRWECT. ALL AFFECTED WATER FACILITIES MUST .0 --THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE ,
l ry _= ITEMS c, d, e, AND f OF THIS SUBSECTION MAY LjE OMITTED ON LQCA1fONS WHERE `14UMPSTFR LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT 4MEEf CURRENT WATER AGENCY STANDARDS (WAS). F FACILITIES DO NOT MEET CITY OF ENCINfTAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
g LIDS SHALL BE PLACED WiTHiN STRUCTURES WITH IMPERVIOUS ROOFING OR STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S PROPER71 DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS,
_' :� +2. � SHALL RL7RF7 THE CITY ENCINEERIS OFFICE• 48' FLOURS PRIOR TFIE AREA BEING HYDROSEEDED JS A107 VISIBLE J7iOM EITILER A L�IJBLIC STREET OR
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2770. COVERED WITH TARPS IN ORDER W AV401 RAIN CONTACT WIN ANY TRASH EXPENSE. ERROR
S, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
RESIDENTIAL STRUCTURES. >NATERIAL Er UTILITIES S_FI70r SEPARiCRON VILLEIN ,. EMPLOYEES ACTING WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND
J. THE LOfVtIdACTOR SHALL t?VE 24 FIOL/R5 LVOTiCE ON GUILES FOR h. ITEM 'a' OF THIS SUBSECTION E11JSf BE iNOCULITEIJ WITH A >flTROCETV F1Uf►NG
MPLOYMENT AND ARISllIG OUT OF THE WORK PERFDRME7aID 8Y 73Mf FAiCJAIEER. .
BACTERIA AND APPLIED ORY £1TFER BY ORILIING DR BROADGI511NC BEFORE J. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, MVATER-BASED SERVICES.
1.
i OF INSPECT NE (760)SUBJECT O ALL WORK AND REMOVAL WITHOUT BENEFIT PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND 6. MINIMUM
HORIZONTAL SEPARATiM OF TO FEET REQUIRED 6VKM FIFE I�ANM
PHp HYDROSEEDING.
OF INSPECTION WILL BE SUBJECT TO REJECTION ANO RE�OVA� CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCUBLE MATERIALS MUST AM SAN DIEGO GAS AND ELECTRIC
VAULTS. 08ERT AN •_"
W. ALL SEED MA1ER171L5 SfiJitt BE TTtANSPOrdED TO 717E ,TDB5ITE 1JP NDPEIVETl
BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR Or PAIMYS AND ALL ETHER
ALLIED EARTH TEcCHNO -
.O \ CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER�Fft~A1TON P LOGY , ;�
WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE TRAVELED WAYS. WAVER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
l PO BOX l 3J? JON.CA 2fZO22
>cr e w
TAG ATTACHED f0, OR PRINTED ON SAID CONTAINERS. T
ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUAALIF7ED SOILS - - - 1 A7gamLlS iMiLSTE HDTLndF iCkL FREE AT 8O0 714-1195. F17R INFORMA
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