2004-1537 G (Plans) TOP WALL (TW) STAN MEMO N O? DSIMT N 7B POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND 4. CUT AND FILL SLOPES
SHALL BE CUT AND TRNMED TO FINISH GRADE TO PRODUCE SMOOTH LE" STANDARD Pwa
ELEV. PER PLAN 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A RECYCLING RECEPTACLES AROUND THE SITE SURFACES
AND UNFORM! CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND
REPRESENTATION AS TO THE ACCURACY OF, THE LOCA TION OF; OR THE EXISTENCE OR NON- PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF PROPERTY BOUNDARY
CONC. MASONRY RETAINING WALL EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE W�" THIN THE LIM! 1S OF LEAKS CON T RAC TOIR SHALL PROVIDE SECONDARY
CD�IV TAIN�IEN T AND L OCA TE PORTABLE AND LEFT IN A NEAT AND ORDERLY CON01 T10N. ALL STONE, ROOTS AND OTHER WASTE
WATERPROOF MEMBRANE PER ARCHITECT PER PLAN THIS PROJECT TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES MA TIER EXPOSED OR EXCA
VA 710H OR EMBANKMENT SLOPES *11CH ARE LIABLE TO BECOME
LOOSENED SHALL BE REMOVED AND DISPOSED OF. 7HE TOLE AND TOP OF ALL SLOPES SHALL EXIS THVG CAN TOUR
� ELEV. PER PLAN 2. ALL EXITING FA C1LJ TIES WHICH MAY AFFECT FINAL DESIGN I. E LINE CROSSINGS LINE
3 4 " GRA VEL WRAPPED IN FILTER FABRIC BOTTOM OF WALL BW ALL CANS IRUC HON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
MIRAR 140S OR EQUAL. OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED ALL EXISTING OR STORMDRAIN CONTRACTOR MUST RW71NELY CHECK 5
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MA TFRIAL SHALL BE COLLECTED, EXIS ELEVA TION R
PROPOSED U nLI TY CROSSINGS WI THIN 10 FEET OR PROPOSED WA TER MAINS SHALL BE AND CLEAN UP MA TERIAL THA T MA Y HA W TRA VELED A WA Y FRO W CONS
TRUC 71ON 9 TF PILED OR 0 THERWlSE DISPOSED OF OFF THE SITE BY THE CON TRAC TOR SO AS TO LEA W THE
4 " DIA PERfORA TED PVC �SDR 35 . �� /Sr SHOWN ON IMPRO VEWEN T PLANS ELEC TRICAL AND SEWER TO CROSS UNDER WA TER AREAS THAT HAW BEEN
CLEARED WIN A NEAT AND FINISHED APPEARANCE FREE FROM NEW CONTOUR �
SLOPE 0 17 MIN. & CONNECT TO s ��' ° E' MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WA TER DISTRICT. 'RA NOTS UNSIGHTL Y
DEBRIS APPROVAL OF COCA HON OF DEBRIS FILL SHALL BE SECURED FROM THE
ON SITE PRI VA TE STORM DRAIN A. G9RAL SAILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 3
3 CONTRACTOR AND OWNER ARE RESDO N98LE TO RELOCATE AND /OR ADJUST TO 1. ALL WORK SHALL BE DOVE IN ACCORDANCE WITH THESE PLANS, THE STANDARD D.
NEW ELEVA TION
SPEcinCA nONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
GRADE ANY EXIS nNG WATER FACILITY (FIRE H YDRAN l METERS, VAL VES, VAL BOXES, l
=-- ETC.) WHICH 1S AFFECTED BY THEIR PROJECT: ALL AFFECTED WATER FACILI17ES MUST WET STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA
REGIONAL STANDARD 1. ALL SLOPES SHALL BE PLANTED AND IRRlGA TED IN ACCORDANCE WITH PLANS APPROVED DA YLlAHT LIVE
CURREN T SAN DIEG[f TO WA TER DISIRIC T STANDARDS IF FA CILI TIES DO NO T MEET DRA WANG. ANY CHANGES OR REVISIONS THEMERoll SHALL BE APPROVED BY
THE CITY BY THE (TTY ENGINEER PLANS SHALL CONFORM TO THE CITY OF ENCINITAS TAS GRADING
RETAINING WALL DETAIL STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWINER'S ENG#NER PRIOR TO MY REQUES FAR INSPE ORDINANCE
AND ALL ADAPTED LANDSCAPE AND IRRIGA TTON STANDARDS SA *CUT LINE
EXPENSE. 2 THE SOILS REPORT TITLED PRELAMINARY SOUL INVESTIGATION FOR THE PROPOSED RESIDENTIAL 2. FINISH GRADING AND PLAN77NG SHALL
BE ACCOMIPLIS40 ON ALL SCONES PRIOR TO
N. TS. CONSTRUCTION LOCH TED 0 2015 -2025 CAMBRIDGE A VEMJE CARDIFF BY THE SEA, CA. PREPARED OCT019ER 1 OR 1MMEDIA TEL Y UPON COMPLETION
OF ANY SLOPES GRADED BETWEEN OCTOffR 1
4. U 71LI LIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER By B 0 B EWe Emmu INC D470 A UGUST 21, 200 94&L BE CONWE AS A
PART OF AM' APRX 15 BODED SWALE * (DETAIL "A v SHEET 3) . .
SERVICES THIS GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMETNDA TIONS B ML P. PLANTED AREA
.................. . ..
AND SPECIFICATIONS CONTAINED IN SA/D REPORT. E ER�Or" C�iITR+�
5 MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS 3 APPROVAL OF THIS PLAN DOLES NOT CONSTITUTE APPROVAL OF SIZES, LOCA 7100V
AND TYPE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SIEVE MANES (760- 473 -7819) 24 HRS
AND SAN DIEGO GAS AND ELECTRIC VAUL T5 OF DRAINAGE FACILITIES NOR OF 1MPROVEMEN TS WITHIN STREET RIGHT -OF WA YS SEPARA TE
• •
2. EQUIPMEN T Ally WORKERS FOR EJIIERGENC Y MDIRK SHALL BE MADE A Vi ILABLE A T ALL CONCRETE HARDSCAPE
•
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TERIALS SHALL
BE STOCKP�ED ON
6. ALL WA TER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 4. MRI T7FN
IMP W T7EN PERMISSION PLANS 91F AT CONAW EN T LOCA BONS TO FA CILI TA TF RAPID CONSTRICTION OF TEMPORARY
IRA YELED WA YS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. ERAIISSJOyV SHALL BE OB TASIVED FAR ANY OFF-97E GRADING. DEVICES
PEN RAIN IS EMINEIV T:
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU TIONS REQUIRED TO PROTECT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL NEW 6" PVC STORM DRAIN PIPE SDR 35 - -So- 5D--
ADJACENT PROPER TIES DURING GRADING OPERATIONS ANY7T�#NG DAMAGED OR DESTROYED OF THE ENGIVEERING INSPECTOR.
STMWA ID? PODU710V COUROL BAF RTES RELA TIVE Jn COVSJ W710 V ICNIES SHALL BE REPLACED OR REPAIRED TO CONDITION E)(7S71NG PRIOR TO GRAD#NG. 4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
3 FT (0.9 M) MIN. CONCRETE WASHOUT 6. THE DEVELOPER SHALL BE RESPONSIBLE THA T ANY MONUMENT AR BENCH MARK WHICH IS TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. -
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE NEW 12 X12 CATCH BASIN BY NDS
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUA TFL Y SIZED CONCRETE WASHOUT d WL ENGINEER OR A LICENSED LAND SURVEYOR REQUIRED B Y THE
CITY ENGINEER DUE TO UIVCAMPLETFD GRADING OPERA TION OR
RUNOFF AREA TO CONTAIN WASHOUT WASTES ON SITE: IT 1S ILLEGAL TO WASH CONCRETE, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, UNFORESEEN CI?CIJMSTANCES WHICH MAY ARISE. NEW 6" DIA ATRIUM fI?A 1F BY 'NDS' -�-
SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMIWA TER CONVEYANCE INCLUDING SNORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL
LOCAL, STATE 6. THE CONTRACTOR SHALL BE RESPONSE AND SHALL TAKE NECESSARY PRECAUTIONS TO
r SYSTEM OR ANY RECElWNG WA TER CONTRACTOR SHALL POST A SIGN DESIGHA T1NG THE AND FEDERAL SAFETY AND DEAL TH STANDARDS, LAWS AND REGUCA TIONS
PREVENT PUBLIC TRESPASS ONTO AREAS WEN IMPOUNDED WA TERS CREA >F A HAZARDOUS
GAP BE TWEEN BAGS WASHOU LOCO T10N 8. GRADING AND EQUIPMENT OPERA TING Wf7HIV ONE-HALF (1/2) MILE OF A STRUCTURE FOR A.M.
CONDITION. 4" SEWER LATERAL SDRSD S -4 S S
ACTS AS SPILLWAY 4�I TH ENDS OVERLAPPED CONS TR�C7TON � � A CC,�S,S HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETI�EEN THE HOURS OF 5:30 P.M. AND
7.30 7. ALL EROSION CONTROL MEA SURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE SUNDAYS AND CI TY RECOGNIZED HOI JDA YS ( ON -SITE ONLY)
MIN. 2 BA GS HIGH Ml. NOR ON SA TURDA YS,
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS 9. NO GRADING OPERA 71ONS SHALL COMMENCE UN 71L A PREGI?ADING MEETING
NCORPORA TED HEREON. NG HAS BEEN 8. GRADED AREAS AROUND THE PROJECT RIMEETF!? MUST DRAIN AWAY FROM' THE FACE OF
AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING HELD ONSI TE WITH THE FOLLOW NG PEOPLE PRESENT CITY INSPECTOR, C1 NL ENGINEER,
SCOPE A T THE CONCLUSION OF EACH WO DAY. SI TE WALL PER ARCHI TEC TS PLANS
MATERIAL SUCH AS GRAVEL ANDIOR CORRUGATED STEEL PANELS /pLA TES SOILS ENGINEER, GRADING CONTRACTOR AND PERNMEE THE PREGRADE MEETING -SHALL BE
(PER SEPERA TF PERMIT)
GRAVEL BAG CHECK DAM DETAIL CONSTRUCTION VEHICLES SCHEDULED WITH THE CITY A LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 9. ALL
REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
i0. PRIOR TO HAULING DIRT OR CONSTRUCTION MA TERIALS TO ANY PROPOSED *VRKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY MASONRY WALL
N. T S A SPECIFIC AREA A WA Y FROM GU TIERS AND STORMORAIN SHALL BE DESIGNA TED FOR CONS TR UC TION 97E WI THIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE PERCENT (40x ). SILT AND 0 THER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
CONS VEHICLES PARKING, VEHICLE REFUELING, AND ROIL TINE EQCUIPMIEN T APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROU TE. THE DEVELOPER
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF - -SI TE SHALL COMPL Y WI TH ALL CONDI71ONS AND REQUIREMEN IS THE Cl TY ENGINEER MA Y IMPOSE
10. SHOULD GERMNNA TION OF N YDROSEEDED SLOPES FAIL TO PROVIDE EFFEC TIVf GO VFRA GE SAND BAGS CDCDCDCDCDCD
W!TH REGARDS TO THE HAULING OPERA TION OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
EROSION CON TROLL 11. UPON FINAL COMPLETION OF THE WOK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL STABILIZED WIN PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SEC71ON 35.023 OF THE
a o EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED
CER71FICA 71ON EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CLEANOOUT SDRSD S -3 -$)
a ESPECIALL Y SMALL BE PROTECTED AGAINST SHALL BE PROVIDED STATING. THE GRADING UNDER PERMIT NO 1537 -G1 CQNSERVA RON.
v EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
.:.:.:
EROSION CON TROL MA TS, ADEQUA TE GROUND COVER VEGETA 1TOIV, OR AS SHOIMV ON THE A TTACHED AS-GRADED PLAN' THIS STATEMENT T SHALL BE FOLL
OWED A.C. PA Y1NG PER PLAN
c . .
---.
z n AND BONDED FIBER MA TRIX. B Y THE DA 7E AND SIGNA TUBE OF THE 0 WL ENGINEER WHO CER TIFIES SUCH GRADING
NO EXCAVA AND GRADING ACTINTTES ARE ALLOWED DURING OPERA TIC ' . . STORM WATER TREATMENT SWALES AND PLANTED
z
c INGNAM D WET wEA THER a molm TmS AREAS SHALL NOT MODIFIED OR REMOVED
1, A ►�l�Yt,'� C . 8 E A � ll _ : A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WITHOUT A PERMIT FROM
THE CITY OF ENCINITAS.
�✓ DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 1. THE EXISTENCE AND LOCA 77ON OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
CONSTRUCTION SITE CONT SHALL PROTECT CHANNELS AGAINST EROSION USING ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST
OF THAT A SAMPLING AND STUDY OF THE SOILS CONDI 7IONS PREVALENT WI THIN THIS SITE WAS
a $ PERMANENT AND TEIIIPORARY EROSION CONTROL MEASURES OUR KNOWEETIGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
MADE BY � OR UNDER MY DIRECTIOIN �TWEETV THE DA TES � � � ��'�� � 13 � :'' � ` "'�' '` - '� CUENT
SIT REMOVE EXISTING VEGETATION ONL WHEN ABSOLUTEL HOWEVER. - ONE COMPLETE COPY OF THE SOILS REPORT COMPILED CARDIFF
DEL MAR L.L.C.
Tw COIN TRA C TOR IS N?EQOIRED TO TAKE DUE PRECAuTuNARY MEASURES TO PRO TEC f ANY FROM THIS S TUD Y, MI IN M Y RECD MEENDA M HAS BEEN
SUEMH TIED TO THE OFfa OF STEVE JVES
° NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED OV PHASES TO AVOID UNNECESSARY EXIS 7IVG U 7XI TS OR STRUCTURES LOCA TED AT IW WORK SITE IT IS
THE CONTRACTOR'S THE CITY EAR FURTHERMORE I HAVE REVIEWED THESE GRAMG PLANS AND (ER IIFY
REMOVAL OF THE NATURAL G�?OrJVVD COVER P.O. BOX 6068
DO NOT REMOVE TREES OR Si#?UBS UNNECESSARILY, . RESPONSI6ILI� TO CONTACT THE FOLLOWING OWNERS OF SAID U OR STRUCTURES THE RECOMMENDA
INCLUDED IN THE SOILS REPORT FOR THIS PROJEC HAS BEEN LOS OS05f CA 93412
LIVERP _ HEY HELP DECREASE EROSION PRIOR TO ANY EXCAVA HON, VERIFTCA RON AND LOCATION OF U71LI7IES AND NO 11FICA HON OF INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS
ZZ
�! P� COMMENCEMIENT OF WORK. (760) 473 -7819
!. TEMPORARY VEGETA TIOIN MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
MMIEDIIATEL PLANNED FOR EROSION CON 7ROIL PURPOSES EROSION SHALL BE PRE VENTED SEWER (CI TY OF ENCINVTAS - CARDIFF) 1- 760 - 633 -2770 SIGINED.
,AG /Z '
BY PUNTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 RGE NO..
•
SOIL WA TER (SAN DIEGUI TO WA TER DISTRICT) 1-MO-422-4133 EXP. DA TE: - 1 Z - l " s _ 2015 AND 2025 CAMWDG'E
A VENUE UILT
PACIFIC BELL 1 -800- 422 -4133 1#' CARDIFF- THE-SE4, CA 92007
WON TY �P PLANT PERMANENT VEGETA SON AS SOON AS POSSIB E, ONCE EXCA VA ITON AND GRADING CA6"LE TY 1- 800 - 422 -4133 B & B ENGWEERING,
INC -
ACTIVITIES ARE COMPLETE OWL, GEOTECHII#CAL & QUALITY ENGINEERING � SAS PAJR N0.
2. CON TRAC TOR SHALL N0 TIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING 1611 -A SO. MELROSE DR. X285
N T. S WA TER USAGE FAR DUST CONTROL SHALL 09E MIIIIMIIZED. Ft ) 633 -2770 VISTA, CA. 92083
-5497 ( 760 ANY WORK THIS PROJECT PHPHONE: l k o # M DATE �
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION ) PHONE: 760 760- 945 -3150 C111F 260- 391
-D3 A �
ON CONSTRUCTION MA TERIAL STORAGE 633 -2770. ALL WK PERFORMED W! THOU T BENEFIT OF INSPECTION WILL BE SUBJECT TO ENGINEERING JOB No.:
� F T to - V EP LEGAL DESOW71ON : �-
STORED MA TERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND REXC71OIN AND REMOVAL. DECLMA JN OF A E 7 UNM fEavivff
LOTS 41, 42, 43 AND 44, IN BLOCK 39 OF CARDIFF "A" IN TIDE CI TY OF ENCh V FAS,
OOOOO'N SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY C � COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCOIRD#►1G TO MAP THEREOF NO. 1334,
/ OUT OF THE RAIN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL I HEREBY DECLARE 7HA T I AM THE ENGINEER OF WORK FOR THIS
PROECI,, THA T I HAW FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1911.
/ FUEL STORED ON -SITE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DI�RE'C TION. HE SHALL IVSpEC T AND TEST THE EXCAVA PLACEAIEN T AND EXERCISED RESPONSIBLE CHARGE O VER THE DESIGN OF THE
PROJECT AS DEFINED IN
E1MlNNA TE OR REDUCE POLLUTION OF STORMWA TER FROM STOCCKPICES KEPT O N COMIpACTIQN OF FILLS AND BACKFNLLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SECTION 6703 OF THE BaJ57NESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS G�1?TI�CA 7E
0'00� / STOCKPILES MA Y INCLUDE SOIL, PARING MA TERIALS ASPHAL T CONCRETE, AGGREGA TE SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SU1
TABILI TY OF ANY FILL MATERIAL. CONS!S TENT WITH CURRENT STANDARDS I (WE) HEREB Y CER THA T A REGIS TERED SOILS ENGINEER OR GE01L OGIS T
BASE, ETC STOCCKPiLES SMALL BE LOCATED AWAY FROM CONCEN IRA TED STORiMWA TER UPON COMPLETION OF GRADING OPERA TIONS HE SHALL STA TE THA T INSPECTIONS
AND TESTS HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
�3 FLOi1S ANO STO RAMV INLETS STGXPEES SHALL BE COWWO OR PROTECTED W TH 1 L RSTAA19 THA T THE CHECK OF PROJECT DRAWNGS ANO
SPEC0CA PONS BY THE CITY OF
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER �� MADE B Y HIM OR UNDER HIS SUPERVISION AND THAT 1N HIS OPINION, ALL EMBANKMENTS
ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOTES NOT RELIEVE ME, AS ENGINEER OF AND AD ON THE COI PAC T101rV AND S rA6It1 TY OF THE SITE.
SOIL STABILIZATION TION
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH 71.1E APPROVED GRADING
/ 2 �� AROUND THE PERIMEETER A T ALL TIMES PLANS AND THAT ALL EMBANKMENTS AND EXCAVA TIONS ARE ACCEPTABLE FOR THEIR OF MY 1SPANSiBILI
TIES FOR PRO�EC T DESIGN
w
,'y - < i4 TRAINING IN USE -� -d
.� $ S
t BY_ _ DA >F _ ?
/ I ♦ ' CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENONITAS 2. THE CONTRACTOR SHALL PROPERL Y GRADE ALL EXCAVATED
SURFACES TO PROVIDE RANDY R BIRO R STEVE JONES - 1�4MMAID W � CARDIFF DEL MAR LLC DA TE
/ $ ,L SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINN TA S S TORMIWA TER POST Tl W DRAINA GE AND PREVENT PANDING OF WA TER HE SHALL
CON TROC SURFACE WA TER CE 36190
r� / / ,$, POLLU HDTV CONTROL REQUIREMENTS THESE GIMP NOTES SHALL BE A VAILABLE TO AND A K900 DAMAGE TO ADJOINING PROPER TIES OR TO Fi1WSHFD
AVRK ON THE 9 TE AND EXPIRES 6/30/D�, STA TENT OF MAM OF C
EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CON TRA C TOR SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS
UNTIL
1000
,' j MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND THEIR OW�I SOWARDS AND BROM ENGINEERING, INC. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 2187 NEWCASTLE A VE., SUITE 103 R. COMPL WITH
THE GENERALLY 'ACCEP STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
/ RESPONSIBILI TIES INSTALLED.
CARDIFF BY THE SEA, CA 92007 OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE
/ 760 - 436 -8500 IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENVGGNITAS THE
WASTE MANAGEMENT 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND Fitt SHALL BE PLACED IN ENGINEER AGREES
THA T ANY PLAN CHECK OR RENEW PERFORMED BY THE CITY OF ENVCIIVITAS IN
CON TRACTOR SHALL BE RESPONSIBLE FOR PROPERL DISPOSING OF ALL WAS TE AND ACCORDANCE WITH STANDARD SI�ECIFICA ALL VEGETABLE MIA TIER AND
ITS CAPACITY AS A PUBLIC ENTITY FAR THE PLANS PREPARED BY THE ENC�VEER IS NOT A
/ r , UNUSED CONSTRUCTION MATERNAL. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE OIB�ECnONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM
THE SURFACE UPON WHKK.I••l THE FILL 1S TO BE PLACED. LOOSE FILL AND ALLUVIAL SOULS SHALL BE REMOVED REVI�N� MOTES � DETERMINATION BY THE CI TY OF
ENCINITA OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
* �' �
GROUND, WHERE WA TER CAN CARRY THEM! INTO THE CONVEYANCE SYSTEM 1S STRICTLY PLANS OR DESIGN, AND IT TWREFORE DOES NOT
RELIEVE THE ENGINEER OF RESPONSIBfLITY FOR Z
PROH/81 TED. TO SUITABLE FIRM NATURAL AROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH , ]. EAR THWORK QUANTITIES
THE PLANS OR DESIGN 017 IMPROVEMEN BASED THEREON. THE ENG A EER AGREES TO INDEMNIFY 2
OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS CUT - 270 C. Y. � AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM W
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE FILL - 180 C Y. PROPERTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT A C 7�, ERRORS, OR W
o. / ����� / / NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO WITH SpECIFICA TIONS EXPORT - 90 C. Y.
Z
N `�� �� f STORMWA TER BERMIS/bIKES SHALL BE PLACED AROUND DUMPSTERS OVER EXCVA VA HON QUAN TI W TY REMO & RECOMIPACT
- 1 C. Y. OMISSIONS OF THE ENGINEER AND HVS /HER AGENTS OR EMIiPLO PEES AC T1NG WI THIN THE COURSE d
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY AND SCOPE OF SUCH AGENCY AND EMPLOYWN T AND
ARISING OUT OF THE WORK PERFORMED BY Z
Q n c& FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPS TERS WITHOUT IHE R W
; '$� 1 C�� / LIDS SHALL BE PLACED WITH#V STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED 2. STEEPEST EXISTING SLOPE WHERE THE
PROPOSED GRADING 1S TO OCCUR IS 66% Z a
WITH TARPS IN ORDER 70 AVO RAIN CONTACT WITH ANY TRASH MATERIAL. - DA 3E
0000 N QPQP 3. MAXIMUM VERTICAL DIEP TH OF CUT 1S 6.0 FEET. C
MANY CONSTRUCTION MATERIALS
2 E INCLUDING SOLVENTS WA TER -BASED P AINTS, MAXIMIUM VERTICAL DEPTH OF FILL IS 6.5 FEET
G / ,�� VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENCINITAS FIRE DEPARTMENT SAN D EGUITO WATER DISTRICT
RCE NO. -� � 1
/ �`� KEY VEGETATION CAN BE RECYCLED. N ON-RECYCLABLE MA TERIALS MUST BE TAKEN TO 4. VOLUME OF CUT 7290 FT3
MA� AN APPROPRIATE TF LAATLL OR DISPOSED OF AS HAZARDOUS WASTE. FOR BY: REVIEWED BY.• AREA OF CUT
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