2009-10332 G (Plans) GRADING NOTES STORMWATER POLLUTION CONTROL
1 WORK SHAL SPECIFICATIONS FOR PUBLIC WITH ORK ESE PLANS,
THE STANDARD I BMP NOTES RELATIVE TO CONSTRUCTION ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
CIITYSOFUENCIINITASEAND DESIGN CONSTRUCTION
SAN TDIEG00 STANDARDS
REGIONAL ACTIVITIES THE ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50%
LOTS 1 AND 2 IN BLOCK 1 OF SOUTH COAST PARK N0. 4,
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM (EXCLUDING ANY EXISTING MAN MADE SLOPES).) IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO,
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONCRETE WASHOUT 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10.5 FT AND THE MAXIMUM
STATE OF CALIFORNIA, ACCORDING TO OFFICIAL MAP
REQUEST FOR INSPECTION. THEREOF NO. 2049, FILED IN THE OFFICE OF THE
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 4.0 FT SAN DIEGO COUNTY
RECORDER ON JULY 26, 1927.
2. THE SOILS REPORT TITLED LIMITED GEOTECHNICAL INVESTIGATION WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 3 A.) AVERAGE
DEPTH = VOLUME OF CUT C.F. _
AND EVALUATION .NEW LEUCADIA LOFTS TO BE LOCATED AT WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO OF
CUT AREA OF CUT S.F. A. P. N. : 254-230-16 & 17
COAST HIGHWAY AND PHOEBE STREET ENCINITAS CALIFORNIA BY THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
ENGINEERING DESIGN GROUP PROJECT NO. 094579-1 DATED CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 5400 C.F./1000 S.F. = 5.4
FT SITE ADDRESS
AUGUST 24, 2009 SHALL BE CONSIDERED AS A PART OF THIS CONSTRUCTION SITE ACCESS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE B.) AVERAGE DEPTH = VOLUME OF FILL C.F. = COAST
HIGHWAY 101 AND PHOEBE STREET
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES OF FILL TL-��F.
) ENCINITAS, CA 92024
IN SAID REPORT. INCLUDE USING INGRESS TO
TERIALL PREVENT TRACKING DIRT OFF SITE.
GRAVEL AND/OR CORRUGATEDSSTEELL 10800 C.F./8712 S.F. = 1.25 FT OWNER/PERMITTEE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PANELS/PLATES.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF LEUCADIA LOFTS, LLC
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE CONSTRUCTION VEHICLES 152 27th STREET
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
DEL MAR, CA 92014
CONJUNCTION WITH IMPROVEMENT PLANS. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE SAN DlEGUITO
WATER DISTRICT NOTES
GRADING. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
,, ckl.I pretNfA SYk'(fi Gkw1 k0EM6VY `IbG A/,-1953 IS Rs&v.RfA)4 VkY No41 aa.+ss ESTIMATED EARTHWORK QUANTITIES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED EROSION CONTROL -6e" open to Cvi0i-rft.Jr�UeA oA 90**1 OF iii T®f*&O
f &MA SYt16M &FffTri( J*wvAH,;
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. f, Eric, 10 COMPL-f+WcE wfrK 1reyort-E *Li MAr[M4'tf 200
CUBIC YARDS EXCAVATION \`
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED '(0 6f=_
At®aa-f.i Ski Pi 1 400 CUBIC YARDS EMBANKMENT
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ST 2. AU• W/ER
-(vf$fAG VW9 (bF Ma "144505) gc®a 0W$,nr4v 592dI66S SN,ru, KB re0l ® 200 CUBIC YARDS IMPORT*
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE Hwy wltM Gh-'trfoDlG FkotEc-frod W kavf-c"CB wint wo°f7 op. NL-ob
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. �, WATER MAIfJS
k1ERhL5� ArIO kPPLfiTEakAC65 SNA66 $E• CoQ$-rRuc{gyp kCLC2VfN�-1 * ESTIMATE DOES NOT INCLUDE STRIPPINGS, POOL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- SANFC� ) L EXCAVATION, UTILITY TRENCH
VOLUMES OR ANY
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 5 THP,
5'f4ii*pA.lto 47P6eIfICAlf(C&9 4E-fWt CvOg4f WkleA A6011I025 �-fsuoaAPS even, (jvAse-). OVEREXCAVATION, IF
OR A LICENSED LAND SURVEYOR. ju'I REQUIRED BY SITE CONDITIONS
sT. + REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE E. 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 i^ NON-EXISTENCE
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 31TE sT' STRUCTUREOWITH
N THE LIM TS OF THIS YPROJECTROUND UTILITY, PIPE OR ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE T ST. EARTHWOR
K QUANTITIES ARE ESTIMATED FOR
REGULATIONS. PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL `tA 4.q E. A m 5. ALL EXISTING FACILITIES
WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, PERMIT PURPOSES ONLY. (CALCULATED ON A
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS sr, P LINE PARALLELING, OR PROPOSED CONNECTION SHALL
BE VERIFIED. ALL EXISTING THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1 /2) UNNECESSARILY; THEY HELP DECREASE EROSION. orAW OR PROPOSED UTILITY
CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS DUE TO SHRINKAGE OR SWELL FACTORS) .
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE `
S . s SHALL BE SHOWN IN IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS
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 s s UNDER
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL WATER DISTRICT.
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO 4, CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND/OR ADJUST 77��77TT11
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SHIELD AND BIND THE SOIL. LEGEI D
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES,
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND VALVE
BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING GRADING ACTIVITIES ARE COMPLETE. WATER FACILITIES DO NOT MEET STAND VALVE
AA RDS, THEN THEY SHALL BE UPGRADED
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. BOUNDARY LINE - -
ADVANCE BY CALLING (760) 633-2770. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 7, UTILITIES TO MAINTAIN 5-FOOT
SEPERATION WHEN PARALLELING WATER SERVICES. SETBACK LINE - - - -
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ON-SITE CONSTRUCTION MATERIAL STORAGE *,� A $ MINIMUM HORIZONTAL
SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS CENTERLINE -
DEVELOPERS HALLRSUBM T TO
O EAND RECEIVE APPROVAL FROM HE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE VICNM iv A AND SAN DIEGO GAS
AND ELECTRIC VAULTS.
CITY ENGINEER FOR THE PROPOSED HAUL ROUE. THE DEVELOPER AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL NOT TO SCALE
�, ALL WATER SERVICES TO BE CONTRUCED CLEAR OF DRIVEWAYS AND ALL OTHER EXISTING CONTOURS - -
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT 1147-A4 TRAVELED
WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOR ALL FUEL STORED ON-SITE. #
OPERATION. SERVING./v EXISTING EDGE OF PAVEMENT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STOCKPILES MAY DINCLUDE SOIL, PARING TMATERIALS,FASPHALTO CONCRETE, AGGREGATE NOTIFICATIONS )®°
OWAI RS. 6 eWs6rE4 `(o �E Go,Oy[kUG-fED B 5C( 0413 ot* U(h1ER PI`lCRIG( A(
t7hlNf%f25 FXPEAISE f�R Wk•S.G. S7M�lDk20 0E IF -[ �-----�
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER EXISTI
NG RETAINING WALL
RELEASE OF SECURITY AND AS-GRADED CERTIFICATION SHALL BE FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED SOILS
ENGINEERS CERTIFICATE
PROVIDED STATING: ' THE GRADING UNDER PERMIT NO. 10332-G WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BARRIER AROUND THE PERIMETER AT ALL TIMES. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
BY A I, ERIN E. RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF EXISTING BUILDING
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL
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
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES TRAINING ON THESE PLANS, HOWEVER: CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY EXISTING SEWER
SUCH GRADING OPERATION. DIRECTION BETWEEN THE DATES bl?00-1- AND_,�!.._I_I_zofo, ONE COMPLETE
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
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 ALA---__-- 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 EXISTING UTILITY VAULT
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND BEEN INCO PORATE THE GRADING PLANS AND SPECIFICATIONS. EXISTING WATER METER
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: � 4'
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT °°""°°°`°° EXISTING ELECTRIC - - E -E-
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE A. SEWERS - LWD
760-753-0155 RCE NO.: ___65122 E•
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE B. GAS & ELECTRIC
- SDG&E EXISTING POWER POLE & GUY fl
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE (800) 422-4133
- DIG ALERT EXP. DATE: _9=30_2011---------------- N&65122
THEIR INTENDED USE. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. C. WATER - SDWD (800) 422-4133 - DIG ALERT 6w
mrtl EXISTING SEWER MAIN -S
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. ENGINEERING DESIGN
GROUP p�.
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL D. TELEPHONE -
SBC (800) 422-4133 - DIG ALERT 2121 MONTIEL ROAD ate! EXISTING WATER MAIN -w----
SAN MARCOS, CALIFORNIA 92069 Q�
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. 760-839-7302
1F
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES, DUMPSTERS WITHOUT E. CABLE
TV - COX (800) 422-4133 - DIG ALERT
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 4
'Vff RCP STORAGE PIPE W/MANHOLE Ip II
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH 2. CONTRACTOR SHALL
NOTIFY THE CITY ENGINEER'S OFFICE 48
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MATERIAL. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
INSTALLED. PHONE: (760) 633-2770• STATEMENT OF ENGINEER OF WORK FS=360.00
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, PROPOSED SPOT ELEVATION �.----
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED 3. THE CONTRACTOR
SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN INSPECTION. PHONE: (760)
633-2770. ALL WORK PERFORMED SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
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 ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PROPOSED 6" WIDE TRENCH DRAIN
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 9'W
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 PROPOSED 9x9 AREA DRAIN O 0
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 0 WNER S CERTIFICATE FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND ENCINITAS
OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, PROPOSED E9a � I� AREA DRAIN
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RECYCLING RECEPTACLES AROUND THE SITE. AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
THESE PLANS. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES TYPE A CLEANOU7 STORMFILTER
& SUMP
ACCORDANCE WITH SPECIFICATIONS. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY � � (
)
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
NEGLIGENT ACTS,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS IT IS FURTHER AGREED
THAT THE OWNER (DEVELOPER) SHALL HAVE A ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SURFACES. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES THE WORK PERFORMED
BY THE ENGINEER. PROPOSED 12" PVC/RCP STORM DRAIN
SHALL BE SHAPED, PLANED AND TRIMMED AS DIRECTED BY THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, ARE NECESSARY FOR AND
DESIRABLE FOR THE PROPER COMPLETION OF
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THE IMPROVEMENTS.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. PROPOSED
4" PVC STORM DRAIN
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE BY: PROPOSED BUILDING WALL
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR STEVEN JONES
DATE
OF, THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
ACCORDANCE WITH THE GRADING ORDINANCE. OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION DRAINAGE DIRECTION
U
AND STABILITY OF THE SITE. pFESSj
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL QR Diyq 4" G-7 CONCRETE SIDEWALK HARDSCAP
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF cv0 R . 5 1/2" G-21 CONCRETE DRIVEWAY (PARKI
NG)it
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT G'0 _2 (6 RCE 65124 ��Q<v�� O�f�`<<Gl
PROPOSED LAWN OR DENSLY VEGETATED V1
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE -
/� t BRI ADI LOFTS A pq ti N z TREATEMEN7 BMP AREA NOT TO BE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF AS ° BUIL.TS BRIA HURCH, AGER cj N0 . 65124 r" O
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND w m MODIFIED WITHOUT PERMIT FROM THE CITY.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. Exp. 09/30/11
� I„1^• PROPOSED MASONRY RETAINING WALL
6-/`f-!z S'T CIVIL SDRSD C-1 OR EQUIVALENT
LANDSCAPING STEVEN R. )0,VE DATE 9 OF Cm-
1 IF��P pj20rP5�p (�/�GK�f OW PR�JFrI f��/PRESSURE RL>DU�R R
R.C.E. G5►z4• EXP. 9-30-/3 �¢oPo�v SEwerZUt-/ewrL i�R Lwv S-17 - -�-� �..�
. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE p(Zo�aSa p9*(E� d•A�f �Rkl, ��F�. �k¢
V'�°^°IpvdC-l� C
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL LEUCADIA WASTEWATER DISTRICT FVVIEW IC WORKS ENCINITAS FIRE PROTECTION DIST.
SAN DIEGUITO WATER DISTRICT PARKS & RECREATION BMP STATUS
ALL ADOPTED LANDSCAPE F AND ENCINITAS
GATIONDISTANDARDS. AND COASTAL LAND SOLUTIONS, INC.
R VIEWED BY: Y: RE IEWED B RE ED B REVIE BY: 573 SECOND STREET
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL �� / STANDARD ENCINITAS, CA 92024
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION _ _ � /�,�-----�- , 2