1999-5851 G (Plans) GENERAL NOTES WORK TO BE DONE
A GENERAL
1. ALL WORK SHALL BE DONE N ACCORDANCE WITH THESE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF SURFACES M PROVIDE POSITIVE DRAINAGE AND PREVENT FOR PUBLIC WORKS
CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
THE CITY OF EN�AS AND THE SAN DIEGO AREA OF V ATER HE SHALL CONTROL SURFACE WATER AND SEWER IMPROVEMENT PLAN FOR HESTIA WAY (PRIVATE
ROAD) SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMA ,
REVISIONS THEREFRO � BE APPROVED er THE CITY , D AMAGE AD JOINING AND S PROPERT , OR AND THE SAN DIEGO AREA
REGIONAL STANDARD DRAWINGS (LATEST EDITION).
REMEDIAL SEWER NOTES
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MEASURES TO PREVENT EROSION OF FRESHLY GRADED 24' PRIVATE ROAD EASEMENT
AREAS UNTiL. SUCH TIME AS PERMANENT AGE AND LEUCADIA COUNTY WATER DISTRICT PER FINAL PARCEL MAP IMPROVEMENTS STD. DWGS. SYMBOLS
QUANTiT1ES
2. THE SOILS REPORT TITLED 'REPORT OF PRELIMINARY SOILS EROSION CONTROL MEASURES HAVE BEEN NSTNIED.
MAIESITCRIATiON PROPOSED 6 LOUT SUBDIVISION 687 HMEIA 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPU ANT, 20. CONTRACTOR IS RESPONSIBLE
FOR KEEPING COMPLETE RECORD OF PROPERTY LINE
AVOW PREPARED BY CARM E>NGNIEERNG ASSOC., INC. 3. ALL AREAS M BE FILED SHALL BE PREPARED TD BE FINED PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE 2' 12' 12' 2' - - -
DATED FEBRUARY 16, 1999 SHALL BE CONSIDERED AS A PART AND FILL SHALL BE PLACED N ACCORDANCE WITH FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT
OF THIS GRADING PLAN. ALL GRADING SHWA BE LXNE N STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND DURING OR AFTER CONSTRUCTION. DRAWINGS TO
LCWD FOR REVIEW AND APPROVAL PRIOR TO FINAL 3.5' 3.5' CENTERUNE -
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ACCEPTANCE OF THE PROJECT.
CONTAINED N SAID REPORT. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 5 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM
ti
M BE PLACED. LOOSE FILL AND ALLIAW SONS SHALL BE TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS 21. LENGTH OF OPEN TRENCH SHALL
BE LIMITED TO 350 FEET, C'�, 2• 2X 6 EXISTING CONTOURS �
3. APPROVAL OF THiS PUMA DOES NOT CONSTITUTE APPROVAL REMOVED TO SUITABLE FIRM NATURAL GROUND. THE AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APP- ' -; 2% zT 4"�
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, EXPOSED SOTS SHALL BE SCARIFIED TO A DEPTH OF C AND PUBLIC WORKS CONSTRUCTION (WENB00K) AND THE REGIONAL
ROVED IN WRITING BY THE DISTRICT, TRENCH SHALL BE BACKFILLED �mom. 1 PROPOSED CONTOURS 60
NOR OF I PROVDMENT'S WITHIN STREET RIGHT-OF-WAYS. THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL STANDARD DRAWINGS, MOST CURRENT EDITIONS. N THE
EVENT OF OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, CONFLICT THE LCWD SEWER STANDARDS GOVERN.
REQUIRED N CONJUNCTION WITH NMPRdVEMENT PLANS. WATER AND COMPACT THE FILL N STRICT ACCORDANCE 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY
MONUMENTATION. AC STRUCTURAL SECTION L 4797 SF
WiTH SPECIFICATIONS. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIRE- IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE
4. WRITTEN PERMISSION SWILL BE OBTAINED FOR ANY OFF- MENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. CONTRACTOR SHALL RETAIN A LICENSED
SURVEYOR TO RE- ESTABLISH A.C. STRUCTURAL SECTION ROLLED CURB TRENCH RESURFACING 66 SF
SiTE GRADING. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO AND RECORD THE MONUMENT CHANGE PER STATE LAW.
FISHED GRADE TO PRODUCE SMOOTH SURFACES AM 4. THE CONTRACTOR SWILL HAVE A COPY OF THE SEINER NOTES 2. do 3. 4" AC ON 6"
AB MIN. AND GUTTER (G -4) CONSTRUCT ROLLED CURB G -4 572 LF
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS DOCUMENTS ON THE JOBSiTE AT ALL TIMES.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BOTH SIDES
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AM EMBANKMENTS SHALL BE SHAPED, PLANTED AND BETWEEN THE SEWER PIPE AND ANY OTHER BLS.
TYPICAL CROSS SECTION
GRADING OPERATIONS. ANYTHING DAMAGED OR TRIMMED AS DIRECTED BY THE DNGXNEER OF WORK AND 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF
ONE PROPOSED SEWER LINE 225 LF
DESTROYED SHALL BE REPLACED OR REPAIRED TO LEFT N A NEAT AND ORDERLY CONDITION. ALL STONES, YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND
SHALL 24. SEPARATION OF SEWER/WATER AND SEWER /RECLAIMED WATER SHALL
CONDITION EXISTING PRIOR TO IORADING. ROOTS AND OTHER WASTE MATTER EXPOSED OR REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN COMPLY WITH
LCWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HESTIA WAY (PRIVATE ROAD)
EXCAVATION OR EMBANKMENT SLOPES WENCH ARE LIABLE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD HEALTH DEPT. REGULATIONS.
NOT -TO -SCALE PROPOSED SEWER MANHOLE LCWD S - 2 EA
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY TO BECOME LOOSENED SHALL BE REMOVED NO DISPOSED WITHOUT EXPENSE WHATSOEVER TO LCWD.
T.I. - 4.5
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR O WITH GRADING SL SHALL BE ROUNDED N 6 QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY.
25. BE DONE I CONNE CTIONS TO DIRECT PRESENCE OF THE SHALL L. NEW PROPOSED SEWER LATERAL SDRSD S -13 S 6 EA
REGISTERED SWILL BE RE- ES�I
TAED AND REPLAN BY A . NEITHER THE PRIVATE ENGINEER NOR LCWD GUARANTEE THE ACCURACY SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING
REGISTERED CIVIL ENGINEER OR LICENSED LAND 5 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE OR COMPLETENESS OF THE SEWER QUANTITIES. SEWER
UNTIL AFTER NAL FI ACCEPTANCE OF ALL UPSTREAM WORK BY PROPOSED BROW DITCH SDRSO D - b b b b b b 300 IF
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MATERIAL SHWA BE COLLECTED, PEED OR OTHERWISE THE LCWD INSPECTOR, OR AS APPROVED BY THE DISTRICT
ENGINEER.
MAINTAIN ALL SAFETY DEVICES, N(X.UDING SHORING, AND
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO LAS TO 7. PIER TO CONSTRUCTION, THE SHWA E CONTRACTOR S EUCAD BLVD. SUBMIT SHOP
EXISTING SEWER LINE S S
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LACK., LEAVE THE AREAS THAT FIVE BEEN C MA WITH A NEAT DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES
SATISFACTORY 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE _, FULVIA
STATE AND FEDERAL SAFETY NO HEALTH STANDARDS. AND FNSHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS
ARE SEINER MAiN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON
LAWS AND REGULATIONS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL. BE SECURED APPROVED BY LCWD. THE PUNS. _ vi EXISTING WATER
LINE N4� W
FROM THE SOILS DdgNEER AND CiTY EIMGNEER PRIOR TO ■ y 2 Z
8. GRADING AiD EQUIPMENT OPERATING WITHIN ONE - HALF THE DISPOSAL OF ANY SUCH MATERIAL. 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR
SHALL BE 27. A 2 -NCH HIGH 'S SHALL BE INSCRIBED ON THE CURB FACE AT a EXISTING GAS LINE - -
(1/2) MICE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL FURNISHED THREE SETS OF CUT SHEETS
AN SWILL COMPLY WITH EACH LATERAL LOCATION BY THE CONTRACTOR. 2
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND LCWD STANDARD SPEC SURVEY REQUIREMENT'S. N FILL SLOPE
7:30 AM NOR ON SATURDAYS, SUNDAES AND CITY EROSION CONTROL 28. A 10 GAUGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH y
RECOGNIZED HOLIDAY'S. 1. N CASE EMERGENCY WORK IS REQUIRED, CONTACT 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LATERAL THE
WIRE SWAL.L EXTEND UP TO A 2" COPPER TAG TIED •� � CUT SLOPE
9. NO GIiADNrG OPERATIONS SWILL COMMENCE UNTIL A PRE- KEVIN F. STEPHENS AT ( 760) 740-AM LCWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM
OF AND SOLDERED TO THE WIRE. THE TAG O VER THE S WIN SH ALL ° SiTE
GRADING MEETING HAS BEEN HELD ONSITE WITH THE 2. EQUIPMENT AND WORKERS FOR �GOVCY WORK SHALL 48 HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION. BB
OW A PAVING. TTH CUSTOMER END OF THH - - - -
DAYLIGHT LINE
F PEOPLE PRESENT: CiTY INSPECTOR. CIVIL BE MADE AIVAILAAE AT AL TUB DURING THE RAINY 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN SHALL
EXTEND ABOVE GRADE UNTIL CONNECTED AND SH ALL THERE -
D'' • SOILS ENGINEER, GRADING CONTRACTOR AND SEASON. ALL NECESSARY MATERIALS SHWA BE STOCKPILED OBTAINED FROM THE JURISDICTIONAL CiTY. COUNTY, AND /OR
OTHER AFTER BE BURIED AT THE PONT OF CONNECTION. ENCINITAS BLVD EARTHWORK OUANTITiESo
PERMMM THE PRE -GRADE MEETING SHALL BE ON SiTE AT CONVENIENT LOCATIONS TO FACILITATE RAPID APPROPRIATE AGENCIES.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS N ADVANCE CUT = 1050 CY
CONSTRUCTION OF TEMPORARY DEVCES WHEN RAN IS 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE,
BY CALLING (760)633 -2770. BEM. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY JOINTS, LINING, AND COATING. THE PIPE SHALL BE
CAREFULLY BEDDED FI LL = 0 CY
SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE TO PROVIDE CONTINUOUS BEARiNG AND PREVENT UNEVEN SETTLDAUfT. V ICINITY
MAP EXPORT = 1050 CY
10. PRIOR TO HAULM DIRT OR CONSTRUCTION MATERIALS TO 3. DEVICES SHOWN ON PUMAS SHALL NOT BE MOVED OR DESIGN OF SHORING, BRACING. SLOPING, OR OTHER
PROVISIONS TO PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN NOTE: ABOVE QUANTITIES REFLECT BOTTOM SURFACE
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT MODIFIED WITHOUT APPROVAL OF THE BNGINEDIrG BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF ENDS
OF PIPE SHWA BE SEALED AT ALL TRIES WHEN CONSTRUCTION
NOT TO SCALE OF ASSUMED 10" STRUCTURAL SECTION
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL INSPECTOR. CAVING GROUND DURING TRENCH EXCAVATION AND PPE INSTALLATION IS NOT N PROGRESS.
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE QUANTITIES
NOTE
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 4. THE CONTRACTOR SHWA RESTORE ALL EROSION CONTROL FEET OR MORE N DEPTH. E THE PLAN VARIES FROM THE
SHORING 30. PIPE JOINTS SHALL NOT BE DERECTED UNLESS SO DESIGNED AND
REQUIREMENTS THE CiTY ENGINEER MAY IMPOSE WITH DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE SYSTEM STANDARDS ESTABUSHED BY THE CONSTRUCTION SAFETY SHALL
THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
REGARDS M THE HWUUM OPERATION• CITY DNGNEER AFTER EACH RUN -OFF PRODUCING RAMFALL. ORDERS, TTRE B. CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL RECOMMENDED
BY THE PiPE MFGR. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS A PART OF HIS BID.
BE PREPARED R A RED ENGINEER A O
. COPY of THE CTR SOILS ENGINEER CERTIFICATE OWNER /PERMITTEE LEGAL DESCRIPTION
11. UPON FINAL COMPLETION OF THE WORK UiDER THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION EXCAVATION PERMIT M UST UST B � SUBMITTED TO THE
LCWD INSPECTOR 31. SEWER PIPE ZONE AND TRENCH BACKFlLL SHALL BE PER THE LCWD
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY PRIOR TO EXCAVATION. SERE STANDARDS. WATER JETTING
SHWA NOT BE ALLOWED.
AND /OR FINAL RELEASE OF SECURITY, AN AS WADED ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR KEVIN F. STEPHENS
PORTION LOT 4, BLOCK "B ", MAP 1788
CERTIFICATION SHALL BE PROVIDED STATING: UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 12. ALL SEWER FACILITIES SHALL BE INSTALLED I ,DRY EXCAVATIONS 32.
ALL LATERALS SWILL BE CONSTRUCTED CLEAR OF DRIVEWAYS. I i.Lavin�lryTGi� A REGISTERED CIVIL ENGINEER IN THE STATE OF 1500 W. 11TH AVENUE, SUITE 24 CITY
OF ENCINiTAS, STATE OF CALIFORNIA
PERFORMED N MAINTAIN AND TRENCHES. CONTRACTOR SHALL DEWATER AND NTAIN LE- CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED ESCONDIDO, CA 92029 APN# 256 - 253 -06
S. THE CONTRACTOR SHA BE RESPONSIBLE AND SHALL TAKE WATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING 33. JOB MIXING OF CONCRETE
IS NOT ALLOWED WITHOUT EXCEPTION. SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE TEL- 760 740 -0885
GRADING PL
THE APPROVED AN OR AS SHOWN ON THE NECESSARY PRE��S TO PREVENT PUBLIC TRESPASS PLACEMENT AND COMPACTION OF BACKFILL MATERIALS N A DRY CONCRETE TESTING
BY LCWD WILL BE AT CONTRACTOR EXPENSE. ( )
ATTACHED AS-GRADED PLAN. ONTO AREAS WHEN IMPOUNDED WATERS CREATE A STATE. ALL PIPE ZONE MATERIAL LOCATED N WET OR AREAS SOILS CONDITIONS
PREVALENT WITHIN THIS SiTE WAS MADE BY OR
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND HAZARDOUS CONDITION. SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN 34. MANHOLE BASES
SHALL BE MONOLITHICALLY PLACED FINISHED, AND UNDER MY DIRECTION BETWEEN THE DATES /-21-99 AND -16 4 OWNER CERTIFICATE
SIGN ATURE OF T CIVIL ENGINEER WHO CERIF SUCH GEOTEXTLE MATERIAL.. SUITABLE GEOTEXTILE MATERIAL SHALL BE COMPLETED AT TIME OF PLACEMENT. GPK
PRODUCTS, INC., OR ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY
GRADING OPERATION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. APPROVED EQUAL.
MANHOLE ADAPTORS SHALL BE SET N THE BASE WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF
B NDTIFK,A1101NS APPROVED GRADING PLAN SHALL BE NCORPORATED CONTRACTOR SHWA OBTAIN DEWATERING PERMITS A NECESSARY AND FOR EACH PIPE CONNECTION
SETTING OF MH RINGS SHWA NOT BE THE CiTY ENGINEER. FURTHERMORE, I HAVE REVI GRADING' 'PLANS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST
1 THE E 604CE MO LOCATION OF uDERGROUND UTILITY HEREON. RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. ALLOWED FOR 48 HOURS
AFTER CONCRETE PLACEMENT. PRECAST AND CERTIFY THAT THE RECOMMENDATIONS ANC iLS REPORT HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MANHOLE BASES ARE ACCEPTABLE FOR USE WITH S" SEWERS WITH FOR THIS PROJECT HAVE BEEN
INCORPORATE LANS AND AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
OBTAINED BY A SEARCH OF AViM.ABLE RECORDS. TO THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST SPECIFICATIONS. � M �a <
DRAIN
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN DISTRICT ENGINEER APPROVAL ,
AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION ON THESE PLANS WAS OBTAINED 13Y AVAILABLE RECORDS SEARCH BY Q
BEST OF OUR KNOWLEDGE THERE ARE NO EIgSTING OF EACH WORK DAY. THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S 35. JOINTS BETWEEN MH
BASE, SHAFTING, CONE SECTIONS, AND RING �� ���'� c �> �Z SIGNATURE DATE: ♦ •a - 2-mm - "u
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: L G'
THE CONTRACTOR IS REQUIRED TO TAKE DINE KNOWLEDGE, THERE ARE NO EXISTING UTiLfITES EXCEPT THOSE SHOWN SHALL FIVE A 2 BY 2 BUTYL RUBBER
GASKET PLACED WITHIN SIGNED � � � NJo. 11579
Z � KEVIN F. STEPHENS
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SWVl 8E N ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE
THE FULL CIRCUMFERENCE GASKET SFWl BE CPS -210 BY PRESS w Exp. 12 -31-00 m
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN,
OR IN A DIFFERENT SEAL GASKET CORP., OR APPROVED EQUAL.. tr �
IS THE CONTRACTOR'S RESPONSIBIITY TO CONTACT THE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY LOCATiON FROM THAT SHOW ON THE KANS. THE CONTRACTOR
SHALL R.C.E. NO.: 9
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PERCENT (40%)• SILT AND OTHER DEBRIS SWILL BE TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
36. ALL MANHOLES SHALL BE VACU T ESTED 1) BEFORE BACKFILL. * OWNER: KEVIN F. STEPHENS '
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND REMOVED AFTER EACH RAINFALL � THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES 2 �_�SU
B SU SEQUENT TO ANY SUSPECTED EXP. DATE: �' -3 / -00 ��,9 C TS - ��Q' ADDRESS: 1500 W. 11TH AVENUE,
SUITE 24
LOCATION OF UiI.ITES AND NOTiFICATION CE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO AFTER ` Q� ESCONDIDO,
CA 92029
COMMEW PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRE 37. ALL SEWERS AND LATERALS
SHALL BE WAYNE BALLED, LOW DECLARATION OF RESPON RGE PHONE: TEL: (760) 740 - 0885
A SEWER - LEUCADIA COUNTY WATER COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES 91ALL BE SENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXIST-
PRESSURE AiR TESTED. AND TELEVISED AT THE APPUCWT/
(760) 753 -0155 STABILIZED WITH PAD STRAW INSTALLED IN ENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR CONTRACTORS EXPENSE PRIOR
TO CONSIDERATION FOR FINAL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC ACCORDANCE WITH SECTION 35,023 OF THE ETROSION iMND STRUCTURE WITHIN THE LIMITS OF THiS PROJECT.
ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE IT IS AGREED THAT FIELD CONDITIONS
MAY REQUIRE CHANGES TO THESE
1- CO- 422 -4133 SEDIMENT CONTROL HANDBOOK OF THE STATE OF CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
C. WATER - SAN DEGLM WATER DISTRICT �ETRNA, DEPARTMENT OF CONSERVATION. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (aOO) 422- CODE,
PROJECT AS DEFINED AND THAT THE D ESIGN 6703 OF THE BUSINESS AND PROFESSIONS PLANS.
ESIGN IS CONSISTENT WITH CURRENT STANDARDS.
(760)- 633- -2711" 4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL
HAVE D
D. Z
R IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A
I - EPHO PACIFIC BELL TELEPHONE POTHOLED PRIOR To TRENCHING. FINAL APPROVAL BY THE LEWD INSPECTOR PRIOR TO PAVING. aW 4 NE 33
HYDROS® 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS,
OR -
E CABLE TV - TM CABLEVISION 16. CONTRACTOR IS RESPONSIVE FOR COMPLYING WITH ALL L AAL. BY THE CITY OF ENCINITAS IS CONFINED
TO A REVIEW ONLY AND DOES ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
(780)- 436 -2093 1. HYDROSEEDDINC SHWA BE APPLED TO ALL SLOPES STATE, AND FEDERAL SAFETY REGULATIONS MK:LUDING, BUT NOT NOT RELIEVE ME
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) LMMTTED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. PROJECT DESIGN COMPLETION
OF THE IMPROVEMENTS. C'
2. CONTRACTOR SHALL NOTIFY THE CiTY DNGiNEER"S OFFICE OR STEEPER WHEN THEY ARE: Z
48 HOURS PRIOR M BEGINNING ANY WORK ON THIS PROJECT 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED PHONE (760) -6,33 -2770
A THREE FEET OR MORE N HEIGHT N FILL AREAS. SOILS ENGINEER WHICH CERTiFTES THAT TRENCH BACKFILL WAS SAN DIEGUITO ENGINEERING, INC.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE ON THESE PLANS WITHIN EXISTING CITY RIGHT - - WAY WiTHiN
60
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE 001 CALLS B. 5 FEET OR MORE N HEIGHT N CUT AREAS UNLESS WITH ON SITE EARTHWORK SPECIFICATIONS AND THE
LCW 4407 MANCHESTER AVENUE, SUITE 105 NAN R. FOX RICE 38144 D STANDARD 4407 TAS CALIFORNIA 92024 DAYS AFTER THE ISSUANCE
OF THE CONSTRUCTION PERMIT AND TO W
FOR INTEC IOM. PHONE ) ALL WORK SLOPE IS NOT SUBJECT TO EROSION DUE TO THE SAC PURSUE SUCH WORK ACTIVELY ON
EVERY NORMAL WORKING DAY UNTIL W
PERFORMED WITHOUT OF INSPECTION WILL BE EROSION RESISTANCE CHARACTER OF THE MATERIAL PHONE: (760)753 -5525
SUBJECT TO REJECTON AND REMOVAL AS APPROVED BY THE CITY EN(INEER, 18. SEINER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE
1-17-00 COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY .-OTHER WORK Z
CI GRAN G 2. IRRIGATiON SHALL MAINTAIN THE MOISTURE LEVEL OF BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF
DATE ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL �
1. ALL G RADIN G SHA LL BE INSPECT MIN TESTE BY A
Fi E SOI AT GROWTH LEVEL FOR GROWTH OF THE MA -TOLE TO CENTER OF MANHOLE. �(1FESS/ SIGNATU DATE: % - ��
a'�' Z
QUALIFIED SOILS DIGINEER OR UNDER HIS SHALL INSPECT THE EXCAVATION, DI RECTION.
PIACEMEt�(T HE
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