2006-9180 G (Plans) a
GNERAL NOTES. EROSION CONTROL NOTES WHIMAPNO NOTES WORK TO ■E DONE
1. ALL WORK SHALL BE DONE IN ACCORDANCE PATH THESE PLANS, 1}E 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MONTE BREW AT 858- 456 -3113, 24 HOURS
A DAY. GRADING AND DRAINAGE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH THE GRADING CONSISTS OF 7HE FOLLOWING WORK TO BE DONE
ACCORDING TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM
TO THE THE PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT O
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT All TIMES DURING THE RAINY
AND CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE
AND STANDARD SPECIFICATIONS, THE SAN DIEGO AREA REGIONAL STANDARD H
SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS IRRIGATION STANDARDS. DRAWINGS, AND THE STANDARD
SPECIFICATIONS FOR PUBLK: WORKS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT. LEGAL DESCRIPTION 2 FlNISHH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES CONSTRUCTION.
REQUEST FOR INSPECTION. 3. DEICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGNEQtNNG
INSPECTOR. THE NORTHERLY 50 FEET OF THE SOUTHERLY 100 FEET OF ALL THAT PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF ANY SLOPES GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS
2. THE UPDATED SONS REPORT ENTITLED 'UPDATED GEOTEC LAICAL INVESTIGATION POR71ON OF LOT 2 IN THE NORTHEAST QUARTER OF SECTION 5.
GRADED BETWEEN OCTOBER 1 AND APRIL 15. SHOMN ON THESE PLANS AND pUTUNED IN THE EARTHWORK SPECIFICATIONS.
AND BLUFF RETREAT STUDY, 1510 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA' 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO BASE AND ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH THE CITY
OF ENCINITAS
AVENUE', PREPARED BY iERRACOSTA CONSULTING GROUP, INC., DATED THE CITY EIGIEER AFTER EACH RUIN -OFF PRODUCING RAIN. MERIDIAN, IN THE COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, NOTFICATIONS GRADING ORDINANCE.
JANUARY 12, 2006, SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQINRED BY THE CITY ACCORDING TO THE LEGAL DESCRIPTION ATTAC HEREON AS
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH TiE RECOMMENDATIONS ENGINEER DINE 1D AN INCOMPLETE GRADING OPERATION OR INNFORESEEN CIRCUMSTANCES WHICH
MAY ARISE EXIMIT 'A' AND MADE A PART HEREOF 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
AND SPECIFICATIONS CONTAINED IN THIS REPORT. THE UPDATED G:OTECHMCAL STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY
A SEARCH OF LEGM REM R 0 8 IIENM SYMBOL
STUDY WAS PERFORMED BY REVIEW THE 'G OTECH LAICAL INVESTIGATION AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT REM APN:254- 040 -27 -00 AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO p
BLUFF RETREAT STUDY, 1610 NEPTUNE AVENIE, ENCINITAS, CALIFORNIA', TRESPASS ONTO AREAS WHEN MMEPCNIDED WATERS CE/11E A HAZARDOUS CONDITION.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLAN, HOWEVER: EXISTING ELEVATION F�•
PREPANED BY TERRACOSTA CONSULTING GROUP, INC., DATED JUNE 4. 2003. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONARY
MEASURES TO
SUPPLEMENTAL STRUCTURAL 94MK PLAN AND CALCULATIONS FOR BREM 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON. PROTECT ANY EXISTING UTI OR STRUCTURES LOCATED AT THE WORK SITE PROPOSED FINISH ELEVATION FUj
RESIDENCE SHORING, DAZED 05/02/06 BY FLORES LUiD CONSULTANT'S IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OW IRS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
AT THE
CONCLUSION OF EACH WORK DAY. OF SAD (INDIES OR S1RlIC1UEES PRIOR TO ANY EXCAVATION, FOR EXISTING CONTOUR
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR IPIWW MENTS WITHIN VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
OF
STREET RIGHT OF WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN COMMENCEMENT OF WORK: PROPOSED NEW CONTOUR
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40% SILT AND OTHER DEBRIS SHALL
a. SEWER - LEUCADIA WASTEWATER DISTRICT 760- 753 -0155 EXISTING CURB
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. BE REMOVED AFTER EACH RAINFALL EVENT. b. GAS k ELECTRIC
- SOME 800- 422 -4133
e. WATER - SAN DEGUITO WATER DISTRICT BID -422 -4133 SWA ES AND FLOW DIRECTION
5. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 70% COVERAGE, PRIOR TO
EFFECTIVE p d. TELEPHONE - PACIFIC BELL NO-09 -3441
PROTECT ADJACENT PROPER7ES DURING GRADING OPERATIONS. ANYTHING COVERAGE OF GRADED SLOPES BY NOVEMBER 15, THE SLOPES SHALL BE STAENUZED WITH PUNCHED
STRAW a CABLE TV - DANIELS CABLE VISION 760- 931 -7000
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION SEDIMENT CONTROL HANDBOOK OF
THE STATE 5 4 H. UNDERGROUND SERVICE ALERT 800 422 - 4133 TIE BACK SHOEING AND SOLDER BEAM RETAINING WALL m
CONDITION EXISTING PRIOR TO GRADING. OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. �i 2. CONTRACTOR SHALL NOTIFY THE CITY ENGNEER'S
OFFICE 48 HOURS PRIOR
B. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR MASONRY RETAINING WALL SORSD (C -1, C -3)
m
2 TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. 760- 633 -2770.
BENCHMARK WINCH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED SEWER NOTES +))rl!
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND y 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
FOR PREFAB STORM DRAIN/SEWER SUP O O
SURVEYOR• 1. LWD APPROVAL OF THESE PLANS DOES NOT RELEW THE APPLICANT, PRIVATE ENGINEER OF WORK, OR �� INSPECTION. PHONE:
760- 633 -2770. ALL WORK PERFORMED WITHOUT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING OR BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL 4' PVC DRAIN (UNLESS 07FHMM NOTED) 0
DEVICES, INCLUDING SHORING�� ALL BE C AFTER CONSTRUCTION. pmpw Au
TO ALL LOC.4. STATE, � � 's ENVE10NiIENTAL DATA
ROOF DOWIDRAIN LOCATION
AND REGULATIOOM 2. AL DESIGN, MATERIALS, AND RK CONSTRUCTION WO SHALL CONFORM TO THE LEUCADIA WATER DISTRICT (LWD)
D GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MICE OF A SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS 1 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 87% 27 PVC STORM DRAIN PiPE (FORCE MANN)
HU - _
STRUCTURE FOR MAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE CONSTRUCTION (GREEN BOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS.
IN THE EVENT 2. MAXIMUM VERTICAL DEPTH OF CUT = 22.0 FEET
HOURS OF 5:30 P.M. AND 7:30 A.M., NOR ON SATURDAYS, SUNDAYS, AND OF CONFLICT, THE LIND SEWER STANDARDS GOVERN. 4'
PVC STORM DRAIN PIPE _ =a=
CITY RECOGNIZED HOLIDAYS. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TI 3. MAXIMUM
VERTICAL DEPTH OF FILL = 2 FEET GRAVITY WITHOUT � GRAVITY SEWER LATERAL -g -
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING EXCEPTION. 4. AVERAGE DEPTH OF CUT = 1750 CY x 27/6,500
SF = 7.2 FEET FORCE MAIN SEWER LATERAL - FM -
HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: CITY 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SRO NOTES 2 AND 3 DOCUMENTS ON THE
JOB SITE AT ALL TIES. `LO 5. AVERAGE DEPTH OF FILL = 300 CY x 27/16200 SF = 0.5 FEET
INSPECTOR, CIVIL ENGINEER. SOILS ENGINEER. GRADING CONTRACTOR, AND s� PCC SURFACES
PERMITTEE. THE PRE - GRADING MEETING SHALL BE SC WITH THE CITY 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE
DATE OF FINAL
AT LEAST 48 HOURS IN ADVANCE BY CALLING 7150- 633 -2770. ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP
CONCRETE DRIVEWAY G-14
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
IIOMV� CONCRETE GUTTER
CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SECURE A LINO PERMIT FOR CONSTRUCTION
AND SHAT PROVIDE A W EARTHEN BERM SS-9
ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND MINIMUM OF 48 HOURS NOTICE TO LWIO PRIOR TO CONSTRUCTION.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE VIGMY MAP �ys�ni�a
HAULING OPERATION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, NOT
TO SCALE -T
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE
WITHIN THE LIMITS OF CNw EXCAVATION: 1750 CUBIC YARDS FILL 300 CUBIC YARDS
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN THUS PROJECT. 'T OFCµ IMPORT/WORT: 1450
CUBIC YARDS REMOVE AND RECOMPACT QTY. 300 CINIIC YARDS
AS- GRADED CERTIFICATION SHALL BE PROVIDED STATNNG: 'THE GRADING 8 Al REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LAID DISTRICT ENGINEER IN WRITING
PRIOR TO SAN DEOUTO WATER D18TRICT NOTES PERFORMED UNDER PERMIT NO. 9180 -G HAS BEEN PERFORMED IN THE EARTHWORK
QUANTITIES SHOWN ABOVE ARE CALCULATED FROM THE
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS CONSTRUCTION. 1. REVIEW OF THIS PLAN BY SAN DEGUITO WATER DISTRICT DOES
NOT CONSTITUTE A REPRESENTATION AS TO THE S GROUND CONTOURS ON THE PRO SITE THE ABOVE QUANTITIES SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS
STATEMENT SHALL BE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF , ANY UNDE ND RGROU UTILITY, l)tJP�7UHH�U
!FlH�+NrHft�R- DO NOT CONSIDER SHNRINKAGE OR STRIPPING OF SURFACE PLANT MATERIALS.
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIViL ENGINEER WHO 9• CONNNECTiONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT
PRESENCE OF THE LWD PIPE OF STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. #61RE�� W 1r ALL- S.V -T-HO% YT5 IT IS LIKELY THAT SOME SHRINKAGE
WILL OCCUR AND THAT THE ACTUAL
CERTIFIES SUCH GRADING OPERATION. INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING MILER UNTIL AFTER FINAL
f' ACA I N TRW Prkoh%tAVArRS QUANnTY OF IMPORTED EARTH REQUIRED TO BRING THE SITE TO FI IM
ACCEPTANCE OF ALL UPSiREAM WORK BY THE LWIO INSPECTOR, OR AS APPROVED BY THE DISTRICT ENGINEER. 2. ALL DIS71NG FACILITIES WINCH MAY
AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING, OR PROPOSED Dwv t- � . ow-spol►s. �0 ELEVATIONS SHOWN ON THE GRADING PLAN WILL BE MOM
THAN INDICATED ABOVE
CONNECTION SHALL BE FIELD MUM. ALL EXISTING OF PROPOSED UTILITY CROSSINGS 97HNN 10 FEET OR t
GRADNO NOTES 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANDES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS PROPOSED WATER MAINS
SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER AMS ENGREER CERTFICATE
APPROVED BY LWIO ON THE PLANS. WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEG ITO WATER DISTRICT.
i. ALL GRADING SHALL BE OBSERVED AND NESTED BY A QUALIFIED SOILS I, WILIER F. CRAMPION, A REGISTER CIVIL
ENGINEER IN THE STATE OF CALIFORNIA. GIN
ENGINEER OR UNDER HISMER DIRECTION. HE/SHE SHALL OBSERVE AND TEST 11 . A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE
WIRE SHALL EXTEND UP TO A Y 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY `y / 1__
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MEC ANICS, HEREBY
THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AD BACK FILLS AND COPPER TAG TED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL
TERMINATE 6' ABOVE ' CERTIFY THAT I HAVE REVIEWED DEW GRADING PLANS AND CERTIFY THAT A SAMPLING
(FIRE HYDRANT, METIERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECiED BY THEIR PROJECT. ALL AFFECTED WATER
COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END
OF THE LATERAL FACT ITES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE WASC ) ND
STAARDS. F FACILITIES DO NOT �` AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
MADE BY ME OR
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT
THE POINT OF CONNECTION. MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT
THE OWNER'S EXPENSE. UNDER MY DIRECTION BETWEEN THE DATES MARCH 29, 2002 AND JUNE 4, 2003. AN
CWLE71ON OF GRADING OPERATIONS HE/SHE SHAT STATE THAT UPDATE STUDY WAS PERFORMED ON JANUARY 12, 2006.
12. ALL SEWERS AND LATERALS SHALL BE WAYNE BAILED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE _yzy. I�ko 2� ��i2
ONE COMPLETE COPY OF THE SONS REPORT COMPILED FROM THIS STUDY, WITH MY
SIIPERVISION AND THAT IN HIS /HER OPINON.
OBSERVATIONS AND TEST WIRE MADE BY F OR WIDER HIS/HER 4. UTIJTES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER
SERVICES i"'(h l_.} {AS ��� �� RECOMMENDATION& HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. -
IN ALL LL E M6ANM(AENITS AND APPLICANT / CONTRACTOR'S EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR NEST SHAH BE
EIM
EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS 5. MNNIM IM
HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ✓d,Y CG't.
GRAD FURTHERMORE, I HAVE REVIEWED THEM GRADING PLANS AND CERTIFY THAT THE OFES
GRADING PLANS AND THAT ALL EMBMIKMENTS AND EXCAVATIONS ARE VAULTS %=4 �� MMMEN DATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE OQ�
ACCEPTABLE FOR THEIR INTENDED USE NCWMA70 IN THE GRADING 13 PRIOR TO BEGINNING SEWER WORK, THE LO INSPECTOR
SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL ELECTRIC VAUL - H t�iCETO CA- RECO
11 ( PLANS AND SPECIFICATIONS. VQ`F' Cq��lr
`Z COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS, 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND 07HER
TRAVELED WAYS. WATER METERS MUST BE s
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO IN FRONT OF THE PARCEL THE ARE SERVING. TEARACOSTA
CONSULTING GROUP PROJECT NO. 2195 -1 ICI ism
PROVIDE POSITIVE DRAINAGE AND PREVENT PONOW OF WATER. HE/SHE 14. NO WORK SHALL BE COMMENCED UNTILL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL
CITY, COUNTY, 4455 MURPHY CANYON ROAD, SUITE 100 � WMC �t•fP'«, �
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJO AND/ OTHER APPROPRIATE AGENCIES. SAN DIEGO, CA 92123
PHONE: 856 -573 -6900 FAX 858- 573 -8900
PROPER7ES Oft TO FINISHED WOW ON THE SITE AND SHALL TAKE REMEDIAL AMT IM w` �
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH THE 15. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND iRENCES. CONTRACTOR
SHALL DE:WA10 A!D
AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MAINTAIN DEWATERING OONTI N10USLY UN7IL THE WORK IS COMPLETED INCLUDING PLACEMENT
AND COMPACTION OF StiEELit 2fiLBAK
BAC(FILL MATERIALS IN A DRY STATE ALL PIPE ZONE MATTRI LOCATED IN YET OR AREAS SUSPECTED TO BE WET IN W HEREBY AUTHORIZE
WORK TO BE PERFORMED WITHIN OUR PROPERTY FOR
AND
3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED A FILL THE FUTURE SHALL BE ENCASED IN (EOTEXTIE MATERIAL SUITABLE GEOT1EX11LE MATERIAL SHALL
BU SUBMITTED TO THE 1. TITRE SHEET THE NSTALLATION AND MAINTENANCE OF THE WALL TIEBACKS REQUIRED TO MPTON, RGE 245 (EXP. 12- 31 -07) DATE
t A. 8^ R
SHALL BE PLACED IN ACCORDANCE WITH THE STANDARD S PECNi GINEER
CATION& ALL DISTRICT EN FOR REVIEW W APPROVAL CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND 2 GRADING PLAN PERFORM
TFE ��ro
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 3. RETAINING
WALL PROFILE �� , Mb. IBM
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. / 3 3 / - o (o
LOOSE FILL AND ALLUVIAL SONS SHALL BE REMOVED TO SUITABLE FIRM 16• CONTRACTOR SHAT NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY
STATE LAW. ALL UTILITY 4. CROSS SECTIONAL DETAILS Y : GORY A 1863 (EXP. 3 -31 -07 DATE * �"
B..� i (� COR"°
NATURAL GROUND. THE EXPOSED SONS SHALL BE SCARIFIED TO A DEPTH OF CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 6. EROSION CONTROL
NOTES Nk DETAILS ROBERT K. BEATHARD, JR. �; DATE ��� T P � \ '�
8' AND THEN COMPACTED TO A MINIMUM 90 PERCENT. IT SHALL BE THE DECLARATION OF RE LE CHARM CA��F
k CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD, WATER, AND COMPACT THE 17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL. STATE, AND FEDERAL
SAFETY REGULATIONS INCLUDING, � f/ 1,, _ ; `
BUT NOT LIMITED 1D, TRENCH SAFETY AND CONFINED SPACE ENTRY. BTRUCTIIRAL 8HEET MDEX BY: (litJ GeC 1 l� l.Y �li ,
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 97H
FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS CHRISTINE J. BEATHARD DA THE GENERALLY ACCEPTED STANDARDS
AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
18. A 2 -INCH HIGH 'S' SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 7. STRUCTURAL PLAN
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 1602 NEPTUNE AVENUE RUNES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF 19. ALL LATERALS SHALL BE CONSTRUCTED GEAR OF DRIVEWAYS, WHIEEVER POSSIBLE.
8. STRUCTURAL DETAILS ENCINITAS, CA 92024 CHECK OR REVIEW PERFORMED BY THE CITY OF E7NCINTAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED PLANS PREPARED BY THE ENGIEER IS NOT A DEiDWATNON
BY THE CITY OF ENCNITAS OF THE
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 20. ALL SEWER AND LATERALS SHAT BE IN PLACE AND SHALL HAVE FINAL APPROVAL BE
THE LWD INSPECTOR PRIOR TO TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT T DOES NOT RELIEVE 0
CONDITION. ALL STONES. ROOTS, AND OTHER WASTE MATTER EXPOSED OR PAVING. THE ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME s OWNERS C �� CRTs S CERTFATE ET40NEIRR
AGREES TO INDEMNIFY AHD HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
LOOSENED SHALL BE REMOVED AND DISPOSED ff. THE TOE AND TOP OF ALL 21. LWD ACKNOWLEDGES THAT A PRIVATE SETTER LIFT STATION WILL BE REQUIRED FOR
THE DWELLING PROPOSED ON THIS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
SLOPES SHALL BE ROUNDED IN CONFORMANCE WITH THE GRADING ORDINANCE. SET OF DRAWINGS. THE OWNER SHALL BE RESPONSIBLE FOR MEETING ALL BUILDING, PLUMBING,
AND CHEMICAL CODES HE HEREBY CERTIFY THAT A REGISTERED
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