2009-10015 G (Plans) (GRADING NO TES - - - LEGAL DEESCRIPTION
STORMWATER POLLUTION CONTROL
BMP NOTES RELATIVE TO CONSTRUCTION ENVI ,TOTES; THAT PORTION OF THE NORTHWEST OLIARTER OF bt(;l
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS try TOWNSHIP 13 SOUTH, RANGE 4 WEST, S.B.M.,
ACCORDING t0
TH E STANDARD SPECIFICATIONS FOR PUBLIC WORKS ACTT v1T 1. }�iE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% S DIEGUITO
WATER DISTRICT
flFFICAL PLAT THEREOF ON FILE IN i1iE OFFICE OF THE SAN
-CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE (EXCLUDING ANY EXISTING MAN MADE SLOPES). DIEGO COUNTY RECORDER.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONCRETE WASHOU 1. REViEW OF THiS PLAN BY SAN DTEGUiTO WATER DISTRICT
DOES NOT
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM 2 THE MAMWLM VERTICAL DEPTH OF CUT IS 8 FT AND THE MAXiIAM CONSTITUTE REPRESENTATION
AS TO THE ACCURACY OF, THE LOCATION g " N�� 0
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS
2.0 FT OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND :..
REQUEST FOR INSPECTION. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO PERM1SS14
MAINS UNLESS GIVEN CROSS UNDER WATER UTILITY, PIPE OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT.
WASH CONCRETE SLURRY MORTAR STUCCO PLASTER AND THE LIKE INTO
3. A. AVERAGE DEPTH VOLUME OF CUT (C. F.) . etJO C.f. SIT ADDRESS
T A T S.F. t FACILITIES, MM•fiG'll WAY A 'DESKIN i.E. - --_ _: - �- -:,
OF CU ARE OF CU AL 1•XISTING CiL T1
;3. THE SOILS REPORT ?111- fD 'L1WiTTED CEOTECHfi1iC1CL 17 AVON fiiE STORMWATEA CONVEYANCE SYSTEM OR ANY RECEIVING WATER. AFFECT
FINAL P CONNECTION -- - -- - - - -. -1309 1311 CORNISH DRIVE -
- NO RECOMME_ NDATiONS" PREPARED BY � CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. - -- - -- - -- -- - - -- -
a -2.68 Ft -- - NNE CROSSING, LINE PARALLELING OR PROPOSED CO NECTIO - --
N
- E ` ER ESIGN RO P SHALI BE CONSIDERED AS A SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
CARDIFF. CA 9=7
- P ART _OF IS GRADING LAN. ALL GRADING SHALL BE DONE IN CONSTRUCTION SiTE ACCESS CROSSING W ITHIN E FEET OF PROPOSED
WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO ` ?
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS $.) AVERAGE DEPTH r V01UFiE OF FILL (C.F.) rF• CRGIVEN WRITTEN PERMISSION UWNER
CONTAINED IN SAID REPORT. A STABUZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR �-ES OF FILL AREA OF FILL (S.F.) 1500 SF C
SS DIEGUI T M Dl@TRICT. IDF2M PROPERTIES, LLC
:EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL 4
INCLUDE USING MATERIAL SUC44 AS GRAVEL AND /OR CORRUGATED STEEL w U FL JOSH MCFADYEN
3. APPROVAL OF THIS PUN DOES NOT CONSTITUTE APPROVAL OF i?AAIELS/PIATFS
Z. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR 1309, 1311 CORNISH DRIVE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF _ T 7�DJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
CARDIFF, CA 92007 _
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE USTRUCTION di{LC i A _ 1 r1ETERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTiD BY THEIR PHONE: 760.930.7945
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN - PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
"n
CONJUNCTION WITH IMPROVEMENT PLANS.
,
WATER A GENCIES' STANDARDS COMMITTE WASC STANDARDS. IF
A S
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL E DESIG
W 6 NA Y T T: Y Y T: 7 Y
TFP A ION CUT.* �7 C FILL Jl EXPORT: 8 Q C
EXCA 0 QQ
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE SHALL REFUE LING, AND ROUTINE - - - A CU RRENT S TANDARDS A THEN THEY SHALL
BE
T --
4. AVRiTI'E1V PERMISSION t»PERMISSION SMALL BE OBTAINED FO AN
R Y OFF -SITE - - EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHAM BE MADE OFF- SITE. - _ - - - --- - - - - -- - - -- _
- --- - L AC ILITIES 0 0 NOT MEET STANDARDS PGR DED TO CU b A THE O WNER'S EXPENSE. _ - - -: -- - -- _- - - - -- - - - - - -- - --
-
GRADING.
4. UTILITIES TO MAiNTAiN MINIMUM 5-FOOT SEPARATION WHEN r
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 'EROSION CONTROL PARALLELING WATER SERVICES. LEGEND
_
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS - --
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR ]EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED B. MINIMUM
HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
R EPAIRED T O CONDITLON EXISTING P RIOR T O GRADING. SURFACES ESPECIALLY SHALL 13E PROTECTED AGAINST EROSION BY INSTALLING BETWEEN FI
RE HY DRANTS A ND SA DIEGO GAS A ND ELECTRIC PAF4EL -Ll E
ROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS. - ADEQUATE
_ E DEVELOPER SHALL E RESPONSIBL THAT Y
VEGETATION.
YE ER LL 8 S LE AN MONUMENT OR AND E MATRIX. -
I;.. TH GROUND COVER BONDED 1@EB
PROPOSED CONTOURS 255
WATER SERVICES TO E CONSTRUCTED CLEAR OF DRIVEWAYS
BENCH MARK WHICH IS DISTURBED R DESTR - - - _ S B
_B CH B RED 0 S DYED SHALL BE RE 6. ALL W __ ___
I=STABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER - NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. A ND ALL
OTHER TRAVELED WAYS. WATER METERS MUST BE IN
OR A LICENSED LAND SURVEYOR. - r - ` - - FRONT OF THE PARCEL THEY ARE SERVING. -
fe- N rIKM SH ALL �E L`CN U TO CHAiVN L UIV$ A UND TFiE EXM77M CONTOLM - "- -�i - - -- x
7. %T ACM O HALL Otg ZN, CTSNSS UGT AND MAINTAIN ALL CONSTRUCTION SiTE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSiOFi
; AFETY DEVICES, INCLUDING SHORING, AND SHALL BE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I€XlSTII#S
EASS?EAIT Now* ..r .... .�
ESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
-_ EDERAL SAFETY AND HEALTH STANDARDS, LAWS AND - ItEMOVE 1.7RS11NO VEGETATiON ONLY WHEN ABSOLUTELY NECESSARY. LARGE
GULATIONS. — PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ,�� SET86f2fS
A. SIRADIW AND IEWI M€NT OPERATING WTMfN OW-HALF (1 f2) - UNNECESSARILY; AiEY NELP DECREASE EROSION. _ _
•� �_ _ � -
NILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE y '� EXIST110 fit° ? '
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION + S
I NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOUDAYS. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
iSE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
•. ORA111NG OPERA AL 1 GHIELD AND BHID THE SOIL.
. - il0 OPE RA T IONS SH C01Gi1r1ENCE tJW11[. A PREGRAfiNG _ --
- WEETING HAS BEEN HELD ONSITE WITH THE F LLOWING PEOP - - - -- -- -- - B+pNTA rE- QR2VE- - - -- - - -- - -- -- -
- - -- - -- - - - -- - - - -- -- - -- - - - -- - -- - -- - - -- - -- - - -- - -- -
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE. ONCE EXCAVATION AND
c � PFORM0 VJTLDIM FD07PRI1Vr
- - CRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING C4 AOING ACTIVITIES ARE COMPLETE. T
9 SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 ✓,OURS IN
- ADVANCE BY CALUUG (760) 633 -2770. WATER USAGE FOR DUST MNU OL SHAM BE uiNIMIZE ,
OIFPCTIdV
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ON - SITE CQIISTRUCTIQN WATUM 15TQf3AQL
PROPOSED CONSTRUCTION $ITE WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
- ° CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER HAND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL : •
US'E`D BRAD2Ni; LIFTIT w w w
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT R
'CITY y CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOR ALL FUEL STORED ON -SITE. SITE �' 1J-�J " GI * CER77PTCA
PROPOSED CONCRETE DRIVE �
OPERATION. - +s-.a •
ELIMINATE OR REDUCE POLLUTION OF STORF.fWATER FRM STOCKPILES KEPT ON- SITE. I JEHN g�yy__ - - A REGISTERED CIVIL ENGINEER
IN THE STATE OF _ -
1 ING 1. UPON PNAt COMPLETION OF THE WORK UNDER THE GRAD STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
- - --
PERWT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL BASE, ETC. STOCKPILES $HALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL S7I7FE/9RXK SWACE
R ELEASE OF SECURITY, AND AS CERTIFICATIONN SHALL BE F LOWS AND 4 3TORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
PROVIDED STATING: THE GRADING UNDER PERMIT NO. 10015 -ITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
G W
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BARRIER AROUND ATE PERIMETER AT ALL ARIES. - - IRECTION BETWEEN THE DATES
?Lt AND - o0 ONE COMP . _ ..
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED WCIN=MAP EOPY OF THE SOILS REPORT COMPILED - FROM THIS STUDY, WITH MY
- EXISTING FENCE x_
S- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY-I NE R ECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFT E OF THE CITY
_
ATE AND SIGNATURE OF THE J:IVAL ENGINEER ZHO CERWIES �T,B,l�li47 -E71 NTS NGINEER, ALONG WITH UPDATE LETTER DATED fcJy-Lot
- FURTHERMORE, i
CH GRADING OPERATION. HAVE REVIEWED THESE GRADING PLANS AND CE.'"IFY THAT�i t
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF R ECOMMENDATIONS INCLUDED IN THE SOiLS REPORT FOR THiS PROJECT
HAVE PROPOSED CMU RETAIN WALL -
- 112. - GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED E NCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS BEEN
IINCOR TEDAN-ME DING PLANS AND SPECIFICATIONS
a "SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES -- _
-
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SHALL IBE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERLY �' D
EXISTING LAW IAFTAJNllNG MULL ;
,�ANO BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL OWNER S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS R � �; L
Q �pFESSip :k
-_ SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ABOUT S70RMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
�•� ` 9
-- SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF - - - - -- - - - /�"// + � '1Lti � � - -- - - -- - -- --
�vp : ai
^GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND - WASTE UANAGEM'EN - -A027 - -- - - iwr. DATE:-
TESTS WERE MADE BY HIM OR UNDER HiS SUPERVISION AND THAT N&Ns 2 fn EXISTING TREES, RUSHES, SHRUBS
4N HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONTRACTOR SHALL 'RE RESPONSIBLE FOR PROPERLY DISPOSWC OF ALL WASTE ENGINEERING
DESIGN GROUP
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND UNUSED CONSTRUCTION MATERIALS, DUMPING OF UNUSED OR WASTE 1. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITY PIPES 2121 MONTIEL ROAD
NAND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY P" 4NT-0 19E AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED @Y A BM MAl3COS. CA 92GS9 w.
T TH
LARCH OF AVAILABLE RECORDS. 0 E BEST OF OUR
ZI4EIR INTENDED USE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SEARCH THERE ARE NO EXISTING_ U p) _ UTILITIES EXCEPT AS SHOWN
760 839 -7302 OF
- - -- - - _ .. -- - PROPOSED 6' NIGH IFF.AIIE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. IN THESE PLANS, HOWEVER:
760 480- 7477f)
y SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDIMG $ERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL j�Ai;TOR IS REQUIRE
TO TAKE DUE PRECAU?TONARS 4 -
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. THE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OUMPSTERS WITHOUT IYI EASURES TO PROTECT
ANY EXISTING UTILITIES OR STRUCTURES az -
51TE A ND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION IJDS SHALL BE PLACED WITHIN _STRUCTURES WITH IMPERVIOUS ROOFING OR OCATED AT THE WORK SITE.
IT IS THE CONTRACTOR'S
`OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS PERMANENT COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH ESPONSiSILITY PO CONTACT
THE FOLLOWING RESPONSIBILITY TO
RAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MATERIAL. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR PRaPaSE
FLAi;srD>�E
"
"STRUCTURES PRiOR TO ANY EXCAVATION FoR vERIFlcnnoN AND
STALLED. STATEMENT OF ENGINEER OF WORK
D
I11ANY CONSTRUCTON MATERIALS, TNCLUDING SOLVENTS, WATER -BASED PAl17TS, OCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
14. M AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED NAND ' VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED THE
UNDERSIGNED ENGINEER AMEES THAT THE WORK PERFORMED BY THE ENGINEER 1}>ri0f 0 A &TOW MAXN
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE _-
PECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR A. 5EVIERS - ESD
633 -2770 E NGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
AWATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE IINFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS PERFORMED HEREIN
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SE 1 fFI ❑ p
ISURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WASTE HOTLINE TOLL FREE AT (800 ) 7114 -1195. FOR INFORMATION ON LANDFILLS B• "S
& ELECTRIC - SDG&E (600) 422 -4153 - COG ALERT REQUIRED BY THE CiTY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
AND ALLUVIAL SOILS SHALL BE REMOVED t0 SUITABLE FIRM AND i0 ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. REVIEW PERFOMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
INATIlRAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO C WATER a SDWD CU-2708 FOR THE PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF PROPOSED GRASS WA I L NI
:
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF BO POLLUTANTS SHALL bE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND IFNCINITAS
OF THE TECHINJCAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AREA BMP NOT TO BE MODIFIED
WITHOUT PERMIT FROM fl4E
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WCYCLING RECEPTACLES AROUND THE SITE. I L TELEPHONE - WC (800 422-4133
- DIG ALERT AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLATS WITH OF ENCINITAS "
PLACE, SPREAD, WATER AND COMPACT THE FILL A SMCT OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
t
;ACCORDANCE WITH SPECIFICATIONS. PORTABLE TOILETS MUST BE NN GOOD WORKING ORDER AND CHECKED FREQUENTLY E. CABLE TV COX (800) 422 -4133
- DIG ALERT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES_
- --
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND - _ _ i- __ OM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY
FROM THE NEGLIGENT ACTS, 14ATCH S°ENTS S1�SfJ `6 G-1`7 I& CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH �O C��AA�TE PORTABLE TOUTS AWAY FRW
STQBMDRAIN IN EIS ON PERVIOUS J2. CONTRACTOR _SHALL_NOTIFY_ RE CITY_ENGINEER S OFFICE 48 ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING ALLEY APRON AND TRACTION AREA
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS >ItitAGES HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF PCC TO BE DEEP BRUSH FINISHED
S ECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PHONE: (760) 633 -2770. 'THE WORK PERFORMED BY THE ENGINEER.
W/ GROOVES ALIGNED PERPENDICULAR
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY TTtE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER
TO TR AFFIC DIRECTION -
E NGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY tND STORMDRAIN._CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL 3. THE CONTRACTOR SHALL
GIVE 24 HOURS NOTICE ON CALLS FOR
ONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. INSPECTION. PHONE: (760) 633 -2770.
ALL WORK PERFORMED
-EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE WITHOUT BENEFIT OF SPECTION WILL BE SUBJECT t0 : -b
IL.IABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED REJECTION AND REMOVAL _(EVEN JONES// DATE k/
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE. ORW CERTIFICATE �u N OT-ZQL VIFNIGVP
116. ALL TREES, BRUSH, MASS, AND OTHER OBJECTIONABLE VATERiAt - - - - -- - - - �O QN A SS IpN gI 44
S p e, e.. Rese 01 a vk 2oa 13 -Lfe, eve dk%l ril 7-e00
- SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF IT 19 AZ`R�91 'H PEI-15 CO NDRIONS IIA RU177E CT •IAN - m TO
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT THESE PUNS. RCE 65124
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE -- co
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF IT IS FURTHER AGREED THRr THE owNLm MEVELOPER) SN,ALL HAVER �S• YjV((,�('
w Lo No. C N m � � �
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND PEGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR PL1aLiZ- �.a9lc� ��-
� Exp. 09/30/17T a 7
CITY ENGINEER PRIOR TD THE .DISPOSAL OF ANY SUGi MATF"L31441. !ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
-
- �1RE NECESSARY FOR AND DESIRA8I.E F;W TW PROPER COMPLETION OF
- - - J E QIPROWAIF.NT&
+fi� ! -
�� ��++��c �� ��pp /� 4 l q � LTVIt-
I.rt�l DSCA`1PI�G i HEREBY CERTIFY THAT A REGISTERED SOiLS ENGINEER OR , b(s
1 DF CA
G LF ��
_ EOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE c� -/¢vgN R. . ES
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
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