2009-10309 G (Plans) GRADING NOTES STORMWATER POLLUTION CONTROL LEGAL DESCRIPTION
ENVIRONMENTAL NOTES. LOTS 18 AND 19 IN BLOCK 17 OF CARDIFF, IN THE
BMP NOTES RELATIVE TO CONSTRUCTION CITY of ENCINITAS, COUNTY OF SAN DIEGO,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL
MAP
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50� THEREOF
NO. 1298, FILED IN THE OFFICE OF THE
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE (EXCLUDING ANY EXISTING MAN MADE SLOPES). SAN DIEGO COUNTY
RECORDER ON NOVEMBER 14, 1910
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONCRETE WASHOUT
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM 2 VERTICAL MHEIGHT OFAFILL IS OT CUT IS 5 FT AND THE MAXIMUM A.
P. N. : 261-052-16
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
REQUEST FOR INSPECTION. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 3. A.) AVERAGE DEPTH = VO UM OF CUT C.F.
_
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO OF CUT AR
A F CUT F. SITE ADDRESS
AND RECOMMENDATIONS PROPOSED NEW DUPLEX LOCATED AT 2358 THE CONTRACTOR CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
NEWCASTLE AVENUE IN THE CITY OF ENCINITAS, CALIFORNIA, EDG CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 15525 C.F./4493 S.F. = 3.50
FT 2358 NEWCASTLE AVENUE
CARDIFF BY THE SEA, CA
PROJECT NO. 084350-1, DATED AUGUST 20, 2008" AND UPDATE CONSTRUCTION SITE ACCESS
LETTER DATED JANUARY 11, 2010 AS JOB NO. 084403 SHALL BE B.) AVERAGE DEPTH = VOLUME OF FILL_ C.F. = OWNER/PERMITTEE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES OF FILL -F�.F.)-
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL 1 270 C.F./600 S.F.
= 0.50 FT WALLIE AND WANDA MOSER
AND SPECIFICATIONS CONTAINED IN SAID REPORT. NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL 2358
NEWCASTLE AVENUE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PANELS/PLATES.
CARDIFF BY THE SEA, CA
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONSTRUCTION VEHICLES
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
CONJUNCTION WITH IMPROVEMENT PLANS. FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE ESTIMATED
EARTHWORK QUANTITIES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
GRADING. G��yj�P 10 CUBIC YARDS EMBANKMENT
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED EROSION CONTROL 305 CUBIC YARDS EXCAVATION
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. GLEN PARK 295 CUBIC YARDS EXPORT*
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 330
CUBIC YARDS - REMEDIAL GRADING
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING (OVER-EX
CAVATE & RECOMPACT) --
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. �o� P yF �s
�t ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
ESTABLISHED WHICH IS DISTURBED
BA REGIDSTEROYEDVSHALL BE EERE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. °Q s9 my SAN DIEGUITO WATER
DISTRICT NOTES TRENCH VOLUMES OR ANY CONDITIONS CAVATION, IF O
ES A LICENSED LAND SURVEYOR. REQUIRED BY SITE CONDITIONS
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 2� v 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER
DISTRICT DOES NOT CONSTITUTE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES v
�r�.�+�+ A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION sA ��< Jllti
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK .
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. ° EXISTENCE OR NON-EXISTENCE
OF, ANY UNDERGROUND UTILITY, PIPE OR
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND v� v v� STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE EARTHWORK
QUANTITIES ARE ESTIMATED FOR
x 2
s 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, PERMIT PURPOSES ONLY.
(CALCULATED ON A
REGULATIONS. PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL y�� 9 LINE PARALLELING, OR PROPOSED CONNECTION
SHALL BE VERIFIED. ALL EXISTING THEORETICAL BASIS . ACTUAL QUANTITIES MAY VARY
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ° OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED
WATER MAINS DUE TO SHRINKAGE OR SWELL FACTORS)
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) UNNECESSARILY; THEY HELP DECREASE EROSION. '0 90 SHALL BE SHOWN
IN IMPROVEMENT PLANS. ELECTRICAL ABD SEWER TO CROSS
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOOT BE ° �Z� UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
7�
CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30 A.M. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION p�0 WATER
DISTRICT. LEGEND
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND/OR ADJUST SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SHIELD AND BIND THE SOIL. TO GRADE ANY EXISTING WATER FACILITY
(FIRE HYDRANT, METERS, VAVLES,
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED
BOUNDARY LINE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND WATER
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING GRADING ACTIVITIES ARE COMPLETE. TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE. SETBACK LINE - - - -
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633-2770. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 4. UTILITIES TO MAINTAIN 5-FOOT
SEPERAT10N WHEN PARALLELING WATER SERVICES. CENTERLINE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ON-SITE CONSTRUCTION MATERIAL STORAGE 5. MINIMUM HORIZONTAL SEPERATION
OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VICINITY m" AND SAN DIEGO GAS AND ELECTRIC VAULTS. EXISTING
CONTOURS
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 AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL NOT TO SCALE
6. ALL WATER SERVICES TO BE CONTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT TRAVELED
WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE EXISTING EDGE OF PAVEMENT
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOR ALL FUEL STORED ON-SITE. SERVING.
OPERATION. EXISTING BARRIER
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. NOTIFICATIONS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER 2
EXISTING WATER METER
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES SOILS ENGINEERS CERTIFICATE
PROVIDED STATING: THE GRADING UNDER PERMIT NO. 10309-G WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BARRIER AROUND THE PERIMETER AT ALL TIMES. I, ERIN E. RIS A REGISTERED
CIVIL ENGINEER IN THE STATE OF EXISTING ELECTRIC
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CALIFORNIA, PRINCIPALLY INCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL EXISTING POWER POLE
DATE AND SIGNATURE THIS THE CIVIL ENGINEER WHO CERTIFIES TRAINING ON THESE PLANS, HOWEVER: CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY
SUCH GRADING OPERATION. DIRECTION BETWEEN THE DATES �'Zo'otS AND-1=M-1o_ ONE COMPLETE EXISTING SEWER MAIN
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS MEASURES TO PROTECT
ANY EXISTING UTILITIES OR STRUCTURES RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY EXISTING SEWER LATERAL (APPROX.)
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES LOCATED AT THE WORK SITE. IT
IS THE CONTRACTOR'S ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY RESPONSIBILITY TO CONTACT
THE FOLLOWING RESPONSIBILITY TO HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
AND TEST HE AND COMPACTION OF TRENCHES. HE SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR RECOMMEN TIONS INCLUDTD IN THE SOILS REPORT FOR THIS PROJECT HAVE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ABOUT STORMWATER) AND REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND BEEN INC01PORATED IN E GRADING PLANS AND SPECIFICATIONS. EXISTING MASONRY RETAINING WALL
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WASTE MANAGEMENT WORK: SIGNED:
------------- EXISTING BUILDING TO BE REMOVED
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT A. SEWERS - ESD 633-2770
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE RCE NO.:
-------
------------------
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE B. GAS & ELECTRIC -
SDG&E (800) 422-4133 - DIG ALERT EXISTING WATER MAIN
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
THEIR INTENDED USE. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
C. WATER - SDWD 633-2709 PROPO SP QT ELEVATION FS-75.00
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. D. TELEPHONE - SBC
(800) 422-4133 - DIG ALERT CROPOSED 6" AREA DRAIN ❑
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL O
SED N` Ailluu M D&muS 1N PIAMAS
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. E. CABLE TV - COX
800 422-4133 - DIG ALERT DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
( ) OSED 4" P C STO DRAIN
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 2. CONTRACTOR SHALL
NOTIFY THE CITY ENGINEER'S OFFICE 48
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH HOURS ONE: PRIOR 60 BEGINNING
ANY WORK ON THIS PROJECT. STATEMENT OF ENGINEER OF WORK PROPOSED BUILDING WALL
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MATERIAL.
INSTALLED. PROPOSED CONCRETE DRIVEWAY . `
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED INSPECTION.
PHONE: 760 633-2770. ALL WORK PERFORMED SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN ( )
DRAINAGE DIRECTION
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO PERFORMED TRADE SHALL PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REJECTION AND REMOVAL.
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS REQUIRED
BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR HYDRO ED OR PLANT DPE =nm=m=mm
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. REVIEW PERFOMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
BY THE CITY OF PROPVSED R(86oN ORA�N
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 0 WNER S CERTIFICATE
ENCINITAS OF THE TECHNICAL S RELIEVE IENCY OR ADEQUACY OF THE PLANS OR DESIGN, AWNroR-DENSE E TED AND CAP
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RECYCLING RECEPTACLES AROUND THE SITE. AND E THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPO AGREES FOR THE PLANS TREATMENT BMP NOT TO BE MODIFIED
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT OR DESIGN A IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY WITHOUT PERMISSION FROM THE CITY
ACCORDANCE WITH SPECIFICATIONS. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE
CHANGES TO AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
NEGLIGENT ACTS, ENGINEER
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND THESE PLANS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS ERRORS,
OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SURFACES. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF PROPOSED MASONRY RETAINING WALL
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR THE WORK PERFORMED BY THE ENGINEER. PER SDRSD C-1 OR EQUIVALENT
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, ADDITIONS TO THESE PLANS
WHICH THE CITY ENGINEER DETERMINES
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF PROPOSED MASONRY SCREEN WALL
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. THE IMPROVEMENTS.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE BY: PROPOSED ALLEY PAVING
f �{•24 - )G
STEVEN R. JONES DATE 4" A/C OVER 6" CLASS II BASE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR / PROPOSED
DOWNSPOUTS • u
ACCORDANCE WITH THE GRADING ORDINANCE. GEOLOGIST HAS BEEN WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION �PpFESSjpN ODODOD.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AND STABILITY OF THE SITE. R . ��� FLAGSTONE
PATH
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF J �L 2
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT / RCE 65124 ��
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE �. �� ti N z DISTRICT TO INSTALL DUAL METERS
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF �l W
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND w No . 65124 m AND 1" SERVICES PER WS-09,
WC-17 0
WALLIE MOSER DATE Cr a AT OWNERS EXPENSE.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
�f �� � �O.�iy.• Z/�2�.t' al � � 4° SEWER LATERL PER SDRSD S-13
•t ST CI VIA �P
LANDSCAPING WANDA MOSER � DATE qVF OF CALIF' GRIND LIMIT LINE
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE SAWCUT LINE Q
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PUBLIC WORKS ENCINITAS FIRE PROTECTION DIST. SAN DIEGVITO WATER DISTRICT PARKS
& RECREATION BMP STATUS
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND COASTAL LAND SOLUTIONS, INC.
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REVIEWED /W-,i REVIEWED Y REVIEWFA BY:_ 573
SECOND STREET
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION ,� l`�'1Cl //�'V�'�'J Zr �� f%4 STANDARD ENCINITAS.
0 92024
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 3^ ^/o 10 3�Z'Zac j ,,r . ; FAX (760) 230-6025
3� � FAX (760) 230-6026
DATE: DATE: DATE: DATE.
APPROVAL VALID FOR TWO YEARS
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING __oESicr n ev DRAWN er SCE Ep By APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
G�ASBU(LT� A� 6hik5ISLE •{( /4.1/ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEDStiN APPR D DRAINAGE PLAN FOR:
10309- �
pw-rWKS, -vwxAoofjar11M� � �4 WALL THE NORTH END EAST WING fHORIZONAL N/A REVIEWED BY: /� DATE: q- Z.3 BY: n � ^ ^