2006-249 G (Plans) RIGHT OF VAY NOTE: 10, NOTIFICATIONS
h. OklliD Mfl'1'ES ' NOI 6PATEYEIVT
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT 11. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHUMN ON
LEAST 48 HOURS PRIOR TO WORKING MI THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE DETAILS AND DEVELOPMENT OF THiS PROJECT SHlttt COMPLY WITH ALL REQUIREMENTS
OF STATE WATER RESOURCES
WILL RESULT AN KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE : MATERIALS AS SPECIFIED
IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER CONTROL BOARD (SWRCB) ORDER NO. R9- 2007 -0001 (N.P.D.E.S. NO. CS0108758), WASTE DISCHARGE
LL E M! ISSUANCE A STOP WORK NOTICE AND DOUBLE PERMIT FEES iI !.5 IIiE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY
EXISTING DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED
WITH CONSTRUCTION ACTIVITY
tiESPONSNBIIUTY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE S. UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION
PLAN ( SWPPP) AND A
N OTE: THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, DATE ON THESE PLANS, CONTRACTOR SHALL HAVE A COPY
OF THE STANDARD SPECIFICATIONS ON MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE
D RAI N A(: E TE. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK, THE JOB SITE AT ALL TIMES.
COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI)
A. SEWERS - CSD - (760) -633 -2770 b - SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP
SHALL BE FILED WITH THE CITY
NO CON C E NT R ATED IS 140 DRAT DR (LOWS ARE PEER F OVER ADJACENT PROPERLY ENT B. GAS A ELECTRIC SDGE - 7
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 6 FEET AT Z PERCENT AND (b0)- 438 -5200 2. THE SUBMISSION AND REVIEW OF ALL
SUBMITTALS SHOP DRAWINGS, SiX SETS) AS REQUIRED BY OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING
BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. C. WATER - OMWD - (760) -753 -6466 THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED
PRIOR TO THE PRE - CONSTRUCTION THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN
D. TELEPHONE - SBC BELL - (760) MEETING WITH THE DISTRICT'S INSPECTOR. REGEIYED.
UTTLITY E. CABLE TV COX COMMUNICATIONS- (760 )-$O6 -5$03 f( -2233 23• !UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL
BE MADE DRY. THE TiME 1N ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY
ALL UTILITIES SERVING THIS SITE SHALL BE OWALLED UNDERGROUND. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY
AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE COVERED BY THIS GRADING PERMIT NO. 249 -CR AND BY THE SWRCB ORDER
NO R9- 2007 -0001 AND
- - - - __7 DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. ANY SUBSEQUENT AMENDMENTS
THERETO SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN
Wm TO BE DZiNE WORK ON THIS PROJECT. PHONE: (7W)- 6.33 -277(.
SECTION C.7 OF SWRCB ORDER NO. R9- 2007 -0001.
4. CONTRACTOR SMALL COORDINATE W1TM DISTRICT ALL ARRANGEMENTS FOR 14tGM- LINING e r QQa
A. GENERAL g 3. THE CONTRACTOR SHALL GNVE 24 HOURS NOTICE ON CALLS FOR NJSPECTION. PHONE. (760)- TEMPORARY SERVICES PRIOR TO SHUTDOWNS.
NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY IMOt� �1�7 `� _
- 633 -2770, ALL HIDING PERFORMED 1Mt1TII0UT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
REMOVAL. OR FRIDAY.
AND 1
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD r ,p,,,,,,,, wfT LT1
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS EROS CONTROL SEE ALSO BEST MANAGEMENT PRACTICES E_S NOTES_ 5. CONTRACTOR
SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF � e F-w 4 USTEE � OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY � � ( EXEMPTION LETTER OR TRENCHING PERMIT, W REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT ROSEMARIE DAMS DATE
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 1, IN CASE EMERGENCY WORK IS REQUIRED. CONTACI WEI DAVIS AT (858) 542 -6125.
24 HOURS. PRIOR TO CONSTRUCTION. ROSEMARIE DAVIS FAMILY TRUST DATED 3 -12 -1993 \`
'
ANY REQUEST FOR INSPECTION. O V
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION
OF DISTRICT'S INSPECTOR. CONTRACTOR
( ) SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HQURS PRIOR T O ' THE BEGINNING OF _-
-= 2 THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL �NIVESTIGATION, PROPOSED THE RAINY SEASON OCTOBER 1 TO APRIL 15 . ALL NECESSARY MATERIALS SHALL B£
STOCKPILED ON -- --
SINGLE- FAMILY RESIDENCE, NWC COPPER CREST ROAD AND WISHBONE WAY, OLIVENHANN SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
OF TEMPORARY WOEK TQ FOR ��EC� Of THE PROJECI. lZ1/IQER'S CERTIFICME � '
AREA OF ENCINITAS, CALIFORNIA ", FOR THIS PROPERTY PREPARED BY CONSTRUCTION TESTING DEVICES WHEN RAIN IS IMMINENT.
& ENGINEERING, INC. DATED DECEMBER 15, 1998, AND UPDATE DATED JULY 20, 2006, 7. THE CONTRACTOR MUST CALL "M ALERT OF SOUTHERN CALIFORNIA"
TO HAVE UNDERGROUND I ( WE) CER THAT A AMISTEREb SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
PROJECT# 1 0 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL S. DEVICES SP101VN" ON PLAINS SKILL NOT BE MOVED O R R1001FIL WITHOUT THE
APPROVAL OF THE SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CAL. WILL BE MADE AT LEAST 48 RET AINED TIFY ED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS ENGINEERING INSPECTOR. HOURS IN ADVANCE PRIOR TO ANY WORK
BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG OF THE SITE.
CONTAINED IN SAID REPORT. ALERT PHONE: 800- 227 -2600) `
APPROVAL PLAN DOES THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TOW I�iNG ORDER TO THE DATE: 1s 2a
t18
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
S. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE -- -- -- - - - - -- - -- - -. - -. -
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED
BEFORE ANY CONSTRUCTION
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED 13Y BEGINS. -
IMPROVEMENT PLANS. THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE
- - - _ ARIE DAVIS, TRUSTF
r i. YI%VNE% PERMISSION SHALL BE OBTAINED (OR ANY OFFSITE GRADING. APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE
ALL PUBLIC WATER LIKES ROSEMARIE DAVIS FAMILY TRUST DATED 3 -12 -1999
15, THE CONTRACTOR SMALL iRE RESPONSIBLE A"D SMALL TAWE NIECESSARY PRECAUTt" TO PREVENT INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF
-WAY.
5. CONTRACIOR SHALL TAKE ANY NECESSARY PRECAUIIUN5 REQUIRED TO PROTECT ADJACENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ENIGMINeS CERTTF[CXTE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 10. WHERE ELEVATiONS AND GRADES kRE NOT SHOWN ON THE WATER
WX PROME, TOP OF PIPE
I REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED CRADM PLAN SHALL BE PROFILE
IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 1, _jwmo l_y_cc'T�L_ A REGISTERED CML THE STATE OF CALIFORNIA, PRINCIPALLY
INCORPORATED HEREON. `DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HERE=BY CERTIFY THAT A SAMPLING
AND
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH iS 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL
BE MADE BY USE OF JOINT COUPLINGS STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED S. GMED X EAS AROUidD THE PROJECT PERIMETER BUST DRAIN AWAY FROM THE
FACE OF SLOPE AT WITH 4• MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE DIRECTION ON Jr I ? =L£�� __ ONE
COMPLETE COPY OF THE SOILS
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. THE CONCLUSION OF EACH WORK DAY. SHALL BE PERMITTED. REPORT COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS, AND AN UPDATE LETTER DATED
- _ _ __ 2 -8 -08 HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, i HAVE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 0. ALL IZEM PROTEMNE DE VICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW `REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(403Q. SILT AND POINTS IN THE WATER MAiN PROFIIB, PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER REPORT FOR TH T HAVE BEEN INCORPORATED IN THE
GRADING PLANS AND SPECIFICATIONS.
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. BOX AND LOCATE BEHIND CURB
UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE.
FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED SIGNED:
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE - HALF (1/2) MILE OF A STRUCTURE FOR 12 SHOULD GERMINATION OF HYDRO - SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
COVERAGE AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5;3D PAL AND OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
R4'E NQ. _ _Jjrec�/ .j ae z a 6 r r1. �FESS +oN
.s
7M A Id. NOR ON SAIL$IIAYS. SUNDAYS AND CITY RECOGKIZED NIOLIDAYS STABILIZED WITH PUNCHED STRAW INSTALLED iN ACCORDANCE WITH SECTION 35.023 OF
13. NSTALL A MiNiNMLJM I-iNCH (MATER SERVICE TO EACH LOT. RAFTER TO BE LOCATED 5 -FEET , �_ v �y
THE EROSION AND SEDIMENT CONTROL. 14AND800K OF W STATE OF CALIFORAIA FROM A SIDE LOT LINE. A 3/4-NCH HIGH LETTER 1N" SHALL BE CHISELED
IN TOP OF EXISTING �• DAT Z 1 _.. w,,. �.. -.. � "
.% a No. 2665 A
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN DEPARTMENT OF CONSERVATION. CURB OR IMPRINTED IN NEW CURB AT
ALL WATER SERVICE CROSSINGS. dpg * 'Ewq. rzra�I o
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, r10 - 85356 +
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE I/YDRO -SEED - CONSTRUCTION TESTING
We ENGINEERING INC. NT FT
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIIDEWAt KS WITHOUT THE QISTRICT,S PRA ~ � o
• ECHN e
SCHEDULED WITH THE CITY AT LEAST 48 H BY IN ADVANCE CALLING (619) 633 -2770. - - - - 1441 MONTIEL ROAD
SLATE 315 - r o
1. fiYDRO- SLE'Dtt1G SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO 'WRITTEN CONSENT, -'
ESCONDIDO. CA 92026 ;
tO. PRIOR TO 14AULMC DIRT OR CONSTRUCTMN MATERIALS TO ANY PROPOSED CONSTRUCTION VERTICAL) OR STEEPER WHEN THEY ARE: 15. ALL WATER SERVICES
FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL (7fi0) 746 -4955 � � ul
' SITE WITHIN THIS PROJECT THE DEVELOPER SMALL SUBMIT TO AND RECEIVE APPROVAL FROM A THREE FEET OR MORE IN HEIGHT IN FILL AREAS. DEVELOPMENT
SMALL HAVE APPROVED KFL0W PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER • �TATRYRNT
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 8. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE iS NOT SUBJECT
TO EROSION DUE TO
HAULING OPERATION. H D BY THE CITY ENGINEER. ( CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS
TO INSPECTOR T HE UNDERSIGNED ENGINEER AGREES HE WORK By E
T E DRSGED EER GR THAT TO P THE SHALL COMPLY
~`
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVE 16.
Ln
' 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOLI AT IMMEDIATELY UPON INSTALLATION OF VALVES. WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
' THE OPTIMUM LEVEL
- -- - - -- PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL SE` IN
FIN UPON FINAL AL GRADING AP AND R THE WORK U� THE RAIDING PERMIT BUT RIOT TO FOR THE GROWTH OF THE HYDRO SEEDED GROWTH, 17, LINE VALVES,
WHERE REQUIRED AT - STREET INTERSECTIONS SHALL BE LOCATED #tr THE TllE1I WRVVW 'arr'f ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS,
TO THE EXTENT M
FIN AL FINAL RELEASE OF SECURITY AND AS GRADED EA L + 00S3i1lLE "•+x "„ 4 "; THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR 1O
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 249 -GR HAS HYDRO - SEEDING MIX SHALL C N I T OF t�AJERJAL NOTED O.N SHEET
4 OF 4, REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS - 18. FIFE HYDRANTS, AS APPROVED BY THE APPROPRIATE
PRE DISTRICT AND MEETING THE OTSTRiCI PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL rAA
SHOWN ON THE ATTACHED AS--GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED -BY TYPE 1 MULCH APPLIED AT THE RATE OF N10 LESS THAN 2,000 IBS. PER ACRE.
TYPE 6 _ ------ STANDARD SPECIFICATIONS, 'ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. - - SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
AND iT THEREFORE DOES NOT RELIEVE THE
THE DATE AND SIGNATURE OF THE EVIL ENGINEER WHO CERTIFIES SUCH GRADING MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, THE
OPERATION. MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANWALLY �r
. ALL DESIGN CHANGES TO T HE W ATER SYSTEM S HALL BE APPROVED UY THE D ISTRIC T RE
0 PRESENTATIVE IN ENGINEER AGREES TO INDEMNIFY AND BOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
PUNCH= NO LESS THAN 50X OF THE STRAW INTO THE SOIL, WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. AGENTS.
AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE �
12. ALL GRADING SMALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR (�
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND His /HER AGENTS OR EMPLOYEES
UNDER MIS DIRECTION HE SMALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND C. fERTILtZER CONSISTING OF AMMON}Ubl PHOSPHATE SULFATE, 16-20-0, WITH 1511
SVlfVlt
_ -- -- �./
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT APPLIED AT THE RATE OF 500 LBS. PER ACRE. 20. THE WATER
SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
OUT OF THE
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, EAS
STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR WORK PERFORMED BY THE ENGINEER.
f Ls
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 4• AR TO BE ItYDRO- SEEDED SMALL BE PREPARED PRIOR TO MrDRO- SEEDING Or
-- C ALL P- E. V_9LVE5 (CLOSED) AND APPURTENANCES.
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT iN HIS OPINION, ALL S. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED
IN ACCORDANCE WITH SECTION 15041 OF THE Omw BY QAE: Z
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. . ROUGHENING THE SURFACE TO BE PLANTED SY A14Y OR A COMBINATION OF: _
__ _ _ 0 ?1� �0$ _ VROFESSIp
ST CTERI � S P EC IFICATIO N S
TES RESULTS T IE- IN SHALL CONFORM IO THE EXIS
SPECIFIED IN FACIL
SPEWICATIORI. -- AS AGUILAR - ----- 1 - � `i- � �l C>
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE • TRACK WALKING SLOPES STEEPER THAN 6:1.�
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WAFER • RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 'A" ABOVE.
a
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST SAN QIEGUITO ENGINEERING
INC. ."1 = .0158 r
A%g AvaO DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. -4407 MANCHESTER AVE. STE
105
- TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH C. CONDIIIONING THE SOIL 50 THAT IT IS SUITABLE FOR IRLAALTING BY.
C)
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASUR S HAVE SEEN IINSTALL.ED. � _ _ _ _ - F _ _ O _ -- _ AFTER THE
ENCINITAS. CA 92024 s �� ��
• ADJUSTING THE SURFACE SOiL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED KO. 0• CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD
OF ONE (1) YEAR DATE OF TELEPHONE N0. (760) - 753 -5525 ! M E� A� Z
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL 'BE a THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER �CE NO.. 61158 GF ALL 2�
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION, ALL VEGETABLE MATTER AND 6011.5 TO PROVIDE VIABLE CONDITIONS FOR GROWTH. WITH ANY OTHER WORK
WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP XP. DATE: 6 -30 -09
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE MID /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE
OF ACCEPTANCE WITHOUT EXPENSE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 0. ffYDRO- SEEDED AREAS 'SfiAit W£ 1MR114TAfNEO - - HAT
EVER TO THE I TRI T, ORDINARY WEAR AND TEAR. UMLISUAL. ABUSE OR NEGLECT EXCEPTED. - - -� - -- - 4 - - Z
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO PROVIDE A VIGOROUS GROWTH UNTIL
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT THE PROJECT IS PERMANENTLY LANDSCAPED 24. PRIOR TO CONSTRUCTION
OFTHE TRAIL THATUES 11WTH•IIN THE OMWO EASEMI:,II3, SHALL'OBTAWANl ? 4.
SHALL BE T HE CONTRACTOR'S RESPONStBILITY TO PLACE. SPREAD, WATER AND COMPACT OR, FOR AREAS WHERE HYDRO- SEEDING IS °� LNCR NT PrcPMT fl
* OMIvyb PRiORTO' GZi'IRT WORK.' '°' •' EARTRWORR NOTES: 15ATA: LiJ
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THE PERMANENT LANDSCAPING, UNTIL THE p,,; .-' - ' i±" 1` ,'
t ILL• 500 CY 1 STEEPEST EXISTING NATURAL SLOPE ON -SITE w 50% W
PROJECT IS COMPLETED AND ALL SECURITY I ; ` AND FILL SLOPE SHALL BE CUT-AND TRIMMED S TO FINISH GRADE TO PRODUCE
RELEASED.
15. CUT A '' `.k + ,,,,. s "` ,
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