2004-1520 G (Plans) STORM WATER POLLUTION PREVENTION NOTES A. GENERAL 5. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE
1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLAN THE STANDARD COLLECTED PILED OR 07HERL�ISE DISPOSED OF OFF 171E SITE
BY THE
CONCRETE WASHOUT SPECIFICA17ONS FOR PUBLIC WORKS CONSTRUCAON THE DESIGN ONSIRUCBON CONTRACTOR SO AS 70 LEAVE THE AREAS THAT HAVE
BEEN CLEARED NTH A
STANDARDS OF THE CiTY OF ENCINITAS AND THE §AN DIEGO AREA REGIONAL STANDARD NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS
APPROVAL LEGfMD STANDARD LEGEND
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY
OF LOCA770M OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND CITY ENGINEER
PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL PROPERTY BOUNDARY
CONCRETE SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO 771£
STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR S D LAN
HALL 2 THE SOILS REPORT 717LED 'REPORT OF PRELIM/NARY GE07ECHNICAL INWS77GA77ON DSCAPING EASEMENT LINE -
POST A SIGN D£SIGNA7iNG THE WASHOUT LOCATION AND GEOLOGICAL RECONNAISSANCE ]FMM RESIDENCE ADDITIONS 2162 MOUNTAIN VISTA i. ALL SLOPES
SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
DRIVE ENCINITAS CALIFORNIA' BY GE07ECHNICAL EXPLORA)ION, INC. DATED 27 PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM
TO THE EXIS77NG CONTOUR
CONSTRUCTION SITE ACCESS JANUARY, 2004 SHALL BE CONSIDERED AS A PART OF THIS GIIADIN6 PLAN. ALL CITY OF ENCINITAS GRADING ORDINANCE
AND ALL ADOPTED LANDSCAPE AND
GRADING SHALL BE DONE IN ACCORDANCE WIN THE RECOMMENDA77ONS AND
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
SPECIRCA77ONS CONTAINED IN SAID REPORT. IRRIGATION STANDARDS EXISTING ELEVATION
USING MATERIAL 5 PREVENT
TRACKING DIRT OFF SITE.
CORRUGATE71 STEEL THIS SHALL
PANELS INCLUDE 3. APPROVAL OF THIS PLAN DOES NOT CONS171U1E APPROVAL OF SIZES LOCA77ON AND PRIR FINISH GRADING AND MMEDlATELY UPON
C��E77O OF ON ANY SLOp SLOPES NEW CONTOUR 17P
/ SEARATE DRAINAGE ALS AND RE M17S FOR THESMSHAALLL BE REQUIRED T Nr���C71 V GRADED BETWEEN OCTOBER i AND APRIL 15. NEW
ELEVA710N 173.50
CONSTRUCTION VEHICLES WiTFI IMPROVEMENT PLANS
FE EROSON CONTROL BLADED SWALE Fog BESy pANAyEMENt PRACTICE
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED 4• KITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SIZE GRADING. i.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK 77MM AT NOT TO 8E MODIFIED WanDVT PERMIT FROM CITY
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT (619)
920-4075. DIREC71ON OF FLOW
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE ADJACENT PRLIPER7iES DURING GRADING OPERATIONS ANYTHING DAMAGED OR
EROSION DESTROYED SHALL BE REPLACED OR REPAIRED TO CON0I770N £XIS7ING PRIOR TO AVAILABLE AT ALL TIMESED RN EMERGENCY ALUt
BE CONCRETE HARDSCAPE PER PLAN
GRADING. MATERIALS SHALL BE STOCKPILED ON S17F AT CONVENIENT LOCATIONS TO
FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
MASONRY RETAINING WALL SDRSD C-5, C-6, C-7, C-8
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK IMMINENT.
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A PRIVATE
STORM DRAIN PIPE SOR 35, D-60 -SD SD-
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, APPROVAL
OF THE ENGINEERING INSPECTOR. PRIVATE CATCH BASIN BY N �
DS, PER PLAN -SD--ED--SD-
INCLUDING BONDED FIBER MATRIX. INCLUDING SHORING, AND SHALL Bt RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
NO EXCAVA7701V AND GRADING AC77W77ES ARE ALLOWED DURING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS WORKING ORDER TO THE SA77SFAC71ON OF THE CITY ENGINEER AFTER
EACH GRAVEL BAGS CAL7RANS STANDARDS SC-4, SC-8, & ocxDc:>000
WET WEATHER. RUN-OFF PRODUCING RAINFALL SC-10 & DETAILS A' & C'
FO GRADING OCCUPA EQUIPMENT
SHALL NOT BE ONDUC� ETWfEN21NE HOURS 5 30 P SILT FENCE CALiRANS STANDARD SC-1 & DETAIL E'
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 5. ME CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
CONSTRUCTION SITE. CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION AND 7.•30 A.M. NOR ON SA7URDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES 9. NO GRADING OPERATIONS SHALL COMMENCE UNAL A PREGRADING MEE71NG HAS BEEN OPERA RON
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. HYDROSEEDING CALTRANS STANDARD SS-4
REMOVE EXIS17NG VEGETATION ONLY WHEN ABSOLUTELY HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR CIVIL ENGINEER, 6 THE
CONTRACTOR SMALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID SOILS ENGINEER, GRADING CONTRACTOR AND PERMITIEE THE MEETING SHALL
PRECAU7701VS TO PREVENT PUBLIC TRESPASS ONTO AREAS WIEN IMPOUNDED
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) WATERS CREATE A HAZARDOUS
CONDI770N.
DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE 633-2770.
EROSION 7. ALL EROSION CONTROL MEASURES PROVIDED PER 7HE APPROVED GRADING
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PLAN SHALL BE INCORPORATED HEREON.
TEMPORARY VEGETA170N MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION RECEIVE SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL RECEIVE APPROVAL FROM 771E CITY ENGINEER FOR THE PROPOSED HAUL ROUTE 171E
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY fROM
BE PREVENTED BY PLAN77NG FAST GROWING ANNUAL AND PERENNIAL GRASSES TO ENGINEER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
SHIELD AND BIND THE SOIL. ENGINEER MAY IMPOSE W17H REGARDS TO THE HAULING OPERAiION.
i1. UPON FINAL COMPLEi7ON OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO 9• ALL REMOVABLE ING DA DVE DEVICES SHOWN SHALL BE
IN PLACE AT THE
PLANT PERMANENT WGETA77ON AS SOON AS POSSIBLE, ONCE EXCAVA7ION AND END OF EACH WORKING DAY WHEN THE FIVE (5)) DAY RAIN PROBABILITY
FINAL GRADING APPROVAL AND�OR FINAL RELEASE OF SECURITY, AN AS-GRADED FORECAST EXCEEDS FORTY PERCENT(40% SILT AND OTHER DEBRIS
SHALL BE
GRADING AC7TVI17ES ARE COMPLETE. CER77RCA77ON SHALL BE PROVDED STA7ING "THE GRADING UNDER PERMIT NO. 1520-CR REMOVED AFTER EACH RAINFALL
)
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING
PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN" THIS STATEMENT SHALL BE 10. SHOULD GERMINA7701V OF HYDROSEfDED SLOPES FAIL TO
PROVIDE
ON-SITE CONSTRUCi)ON MATERIAL STORAGE
FOLLOWED BY THE DA 7E AND SIGNA7RE of THE ClV1L ENGINEER WHO CER7iRES SUCH ETTEC7iW COVERAGE OF GRADED SLOPES ((90% COVERAGE))
PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PL7NCHED STRAW
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT N NOiiFICAiI(ANS INSTALLED IN ACCORDANCE NTH SEC77ON 35.023 OF
THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF ONINR/PERINITEE• RICK & JULIE 77MM
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL S70RE 7HESE PRODUCTS WHERE CONSERVATION.
THEY HILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY 1. THE EXISTENCE AND LOCA7101V OF UNDERGROUND U77LITY PIPES AND STRUCTURES
2162 MOUNTAIN VISTA DRIVE
CONTAINMENT FOR ALL FUEL STORED ON-SITE. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO SONS DMWEERS LERiif7CATE ENCINIT
AS, CA 92024
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS7iNG U17LI77ES EXCEPT AS SHOWN ON 760 9
THESE PLAN HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ( ) 4?-4075
ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT � l JAIME CERROS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
ON-51 STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, MEASURES T PRO 7ECT ANY EXIS77NG U77LI 71ES OR STRUC71JRES LOCATED AT
THE WORK PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF
HEREBY CERiIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDI MECHANICS. 511E ADDRESS 2162 MOUNTAIN VISTA DRIVE
CONCENTRATED STORMWA TER FLOWS AND STORMDRA/N INLETS STOCKPILES SHALL SAID U71LI71ES OR STRUCTURES PRIOR TO ANY EXCAVA77ON VERIFICAIION AND LOCA77ON
PREVALENT WITHIN THiS SITE WAS MADE BY ME OR UNDER MY DiREC77ON ON ENCINITAS, CA 92024
BE COVERED OR PROTECTED NTH SOIL STABILIZA77ON MEASURES AND PROVIDED OF U77LI TES AND No77FlCATION OF COMMENCEMENT OF W6RK. THE DA
7E OF DECEMBER 19, 2003. ONE COMPLETE COPY OF THE SOILS
WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES REPORT COMPILED FROM THIS STUDY OfTH MY RECOMMENDA770NS, HAS
BEEN
CARDIFF SAN/TA77ON DISTRICT i-760-633-2770 SUBMITTED TO THE OFFICE OF THE 6 T ENGINEER. FURTHERMORE / HAVE LEGAL DESCRIPIM.
LOT i, MAP 8409
OLNENHA/N MUNICIPAL WATER DISTRICT i-760-753-6466 REVIEWED THESE GRADING PLANS AND CER7iFY THE RECOMM£NOd77ONS
TRAINING SAN DIEGO GAS & ELECTRIC 1-800-422-4133 INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
PACIFIC BELL i-800-422-4133 IN THE GRA PLANS AND SPECIFICATIONS
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC770N IN THE CITY OF CABLE TV (DIMENSION CABLE SERVICES) 1-800-422-4133 ASSESSORS
PARCEL NUMBER: 265-401-01
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS SIGNED:
STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE 2. CONTRACTOR SHALL N07IFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
-7 �z ZD07
AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE BEGINNING ANY WORK ON THIS PROJECT PHONE. (760) 633-2770 RCE
NO.:
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMMwWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPEC770N. EXP. DATE.
9/ 3 0 05 OW ER'S CERTFICAiE
PHONE. 760 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC7ION WILL
WASTE MANAGEMENT BE SUBJECT 70 REJECTION AND REMOVAL. GE07ECHNICAL REEORAlION, INC. BED OR HIBYBE RETAI ED TO REGISTERED
OVER ALL GRADINiLAC77W Y N HA
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING Of ALL WASTE G SAN DIEGO, CA 92121 AtD BEEN -ACIiON AND
STABILITY OF THE TE.
(858) 549-7222 3 o
AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
JOB N0. 03-8562 DATE.•
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE UNDER HIS DIREC77ON. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND RICHA
RD 77MM
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. COMPAC7ION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY IS,C DATE.•
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO FILL MATERIAL. UPON COMPLE77ON OF GRADING OPERA7IONS HE SHALL STATE THAT IE
11MM
STORMWAiER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS
INSPEC77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN �� 4• CF s
TO DIVERT THE NA�TUURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED HIS OPINION ALL EMBANKMENTS AND EXCA VA 7701VS WERE CONSTRUCTED IN `
P�
FREQUENTLY FOR LEAKS DUMPSTFR LIDS SHALL REMAIN CLOSED AT ALL DMES. ACCORDANCE' WITH 711E APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
�
DUMPS7ER5 WITHOUT LIDS SHALL BE PLACED 017HIN STRUCTURES NTH EXCAVA77ONS ARE ACCEPTABLE FOR ]HEIR INTENDED USE. ( w No. 002007
r y
IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT Exp 9 30/D s '11
WITH ANY TRASH MATERIAL. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE s EARTHMW.'
POS177W DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
MANY CONS7RUC77ON MATERIALS; INCLUDING SOLVENTS, WATER-BASED PAINTS; WATER AND AVOID DAMAGE 70 ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
9T FcE e ;.t
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED SI7F AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED F
GS CUT = 1000 C.Y.
WGETA7ION CAN BE RECYCLED. NON-RECYCLABLE MA7ERIALS MUST BE TAKEN TO AREAS UN1iL SUCH 71ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES
w. X71 FILL = 20 C.Y.
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR HAVE BEEN INSTALLED. IMPORT/EXPORT = 980 C.Y.
INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REMED�IAL = 1200 C.Y.
WASTE H07LINE TOLL FREE AT(800 714-1195 FOR iNFORMA77ON ON LANDFILLS 3 ALL AREAS O A FILLED SHALL A PREPARED TO BE FILLED AND FILL SHALL
A
AND 70 ORDER DUMPSTERS CALL 8000 AT 760 436-4151. PLACED IN ACCORDANCE NTH STANDARD REMOVED B CAI)ONS ALL VEGETABLE MATTER AND
( ) OBJECRONABLf MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE (RASH CANS AND UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL
BE
RECYCLING RECEPTACLES AROUND THE SIZE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. iT SHALL BE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
FILL
FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE IN STRICT ACCORDANCE NTH SPECIFICAAONS.
PORTABLE TOILETS AWAY FROM STORMDRA/N INLETS ON PERVIOUS SURFACES 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
ALL CONSIRUC]lON DEBRIS SHALL BE KEPT AWAY FROM 171E STREET, GUTTER, SMOOTH SURFACES AND UNIFORM CROSS SEC7701VS THE SLOPES OF EXCAVA77ONS AND
STATEMENT OF ENGINEER OF WgRK
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
AND STORMORA/N. CONTRACTOR MUST ROU7INELY CHECK AND CLEAN UP MATERIAL ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CON0I770N. ALL STONE ROOTS
THAT MAY HAVE TRAVELED AWAY FROM C0NS7RUC77ON SITE AND OTHER WASTE MATTER EXPOSED OR EXCAVA7101V OR EMBANKMENT SLOPES IWICH THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS
AND
TOP OF ALL SLOPES SHALL BE ROUNDED iN ACCORDANCE NTH THE GRADING ORDINANCE. PRAC77CES OF THE ENGINEERS TRADE OR PROFESSION THE
ENGINEER FURTHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
THE RULES AND REGULA7701VS REQUIRED BY THE CITY OF ENCINITAS THE
ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY
OF ENCINITAS IN 17S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED
BY THE ENGINEER IS NOT A DE7ERMINAAON BY THE CITY OF ENCINITAS OF THE
TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE
PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES
SITE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 17S OFFICERS,
AGENTS; AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
,ASIA OR SOLELY FROM THE NEGLIGENT AC7D ERRORS, OR OMISSIONS OF THE ENGINEER
MOUNTAIN D �OFc: AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE
4 N OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK
n THE SEWER DISTRICT FOR THIS S/7E IS LEUCADIA ty® r�`JT L. 3 9! PERFORMED BY THE ENGINEER.
" s,, W4S7EW4 TER DISTRICT. IT IS THE DEVELOPERSQ
m
RESPONSIBILITY TO MEET LWD REQUIREMENTS AND . ® 0
ENCINITAS BLVD Av OBTAIN SIGNOFF PRIOR 70 CITY APPROVAL. Z
No. 44173 m
3® 05 m SAMPO ENGINEERING, INC.
ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DIST LEUCADIA WASTEWATER DISTRICT P 629-B SECOND STREET
N GRADING APPROVAL * ENCINITAS, CA 92024 z
' �:,>
Q (760) 436-0660
VICINITY MAP APPROVED BY: LWD DISTRICT ENGINEER gT ¢` �OR��
N.TS 3-d"-d 7 2 Q BY 1�---- DATE 3"�9-0T pE ate,
VINCENT L. SAMPO RCE 44173 W
SIGNATURE DATE 57 ATURE DATE STEVE DEERING <ZS RCE 26514 DAZE w k
SIGNATURE EXPIRES TWY1 YEARS FROM DALE SIGNED DUDEK AND ASSOCIATES EXP. 3 31 04 z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING D ,Br """sy _ ° p`BY
vas wxM vLS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAW NG N0. Z z
W M
DAS-BUILTS 0 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MINOR GRADING & EROSION CONTROL PLANS FOR : p
a
N/A 3_29' T7MM ADD1 T10N 1 20-G Q ,
FINISH FLOOR ELEVATION OF PORAON OF EXISTING RESIDENCE DALE : g
ELEV.: 271.25 DATUM: ASSUMED 3 . 3e v R.CE NO. : 44173 n� 2162 MOUNTAIN VISTA DRIVE, ENCINITAS, CA
cn �
SIGNATURE DATE VINCENT L SAMPO EXP. 6/30/05 BY: BY: 1 LOT I MAP NO. 8409 z
ENGINEER OF WORK D �,/7lo 4 DATE : �Tl��C1LL APIJ 265-401-01 SHEE 1 OF 3 ~®
R
P �12"�
PLAN
I F
CONC. MASONRY
A RETAINING WALL PER
SDRSD C-5
n �
24" WIDE X 6' DEEP - I I-
(MIN.) LAWN/LANDSCAPED - 1= CONCRETE MASONRY
SWALE FoR 8M P
RETAINING WALL PER
RETAINING WALL CROSS S N SDRSD C-5 E° WALL 2 239 4' X- - `-=-� �� 9
nv 272.0
N TW 275.0 A 1' G 0.6 �
N 8725'11" E - v � �� ,ti� �
DEMOLISH EXISTING 270.6,110
AINING WALL PER 28LAD S 70 E f RETAINING WALL PRO7ECT EXIS77NG ' 264 0 5 ]0
20
__ ONCRETE MASONRY � �
T ED Wd TREE IN PLACE \ d� _ X X
27 . 07 f
RS0 C- FoR BMP TYPICAL 270.6 i •�� X- - ---� - 270.65
268 +� n
270.5 270.6 0 H.P. - r _
_0
- , a
r/ T 70. H P, r - 270.6 x a
�f 258.E - 6( SD_. S t3 6 PVT PVC ST M DRAIN ® 1 j mf-- ltX
---- _
12 X12" BROOKS' t32LF 6" PVT NORM DRAIN 0 1.3% 1 +/ 270.58 270 °
t_ - ° °b °
O\S TO 270.40 i i.
1 IE 268.15 ,/ ° a
�. TG 273.05 DEMOLISH EXISTING '% / °
\ IE 269.80 �_ H. Q�� 2732 /w f RETAINING WALL 270.60 a NOTES
270.6 27 .62
270.98_ x ®
N TW 274.0 ` e
Q 270.7 ® ro - _. 1. PRIOR TO CONSIRUC170N, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
271.20 ° ° ° �a -.°-.----
t4LF'6' PVT _ ---- - z PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY OF
= q H.P. DEMOLISH v 120 a 7 . ti MOUNTAIN VISTA DRIVE.
PVC SD \ 270.6 �� � - !E 267.90
HP TG 270.40 FENCE
1 EXISTING ��.� 27 1 270.40
- 2. WALL fLfVA110NS SHOWN HEREON MAY VARY DURING CONS7RUC110N DUE TO
\ x l o EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS
270.6 `� FF 71 0 0 38 t21LF 8" PVT PVC ! 3 THE NEW CONCRETE DRIVEWAY CROSS-SECTION SHALL BE AS RECOM
ENDED
\\ y H' Q�Q� 27A7� AD�2706< ^ -"-LL STORM DRAIN 0 1% BY THE SOIL ENGINEER, BASED ON R-VALUE TESTS
THE MINIMUM DR DR
z WAY
x, 27Q2
270.5 - FF 271.25 ° OF R C SHALL BE NAnVES BGRADf SOIL NLE S THE SOLSENGINEER I DG 7ES
OTHERWSE. REINFORCEMENT AND JOINTS PER STRUCTURAL OR SOIL ENGNEER.
271.20..
271.20,P_ �� PATIOS SHALL NOT BE LESS THAN 4 P. C. OVER
12"X12" BROOKS' TG 2 4 FF 271.25 I 271.25 } ° IE 267.70 } \` 4" CLEANf SAND D UNLESS DETERMINED
OTHERWISE BY THE SOIL ENGINES PRIOR
I
_ - - - - - - i TO CONSIRUCII6N JOINTS AND REINFORCEMENT PER STRUCTURAL ORS L
� i I I PLANTER ' ,� RESIDENCE TO
° ��/o 50 DAYLIGHT LINE�� TG 272.95 l - -`
ENGINEER.
\ J NEW /8 4 l REMAIN % S UNLESS NOTED OTHERWISE PRIVATE STORM DRAIN PIPE SHALL BE 6 PVC
IE 269.80 �- a. ° � �PLANTER '
N t4LF 6" NVT R 274.0 PAD 270. 270.6 CLASS SDR-35 MINIMUM. PRIVATE STORM DRAIN PIPE LOCATED IN DRIVE
WAY
G J
�. 271.06 FF 271.75 J AREAS SHALL HAVE 25' OF COVER MINIMUM, UNLESS N07ED OTHERWI PRIVATE
PVC SD q +� 1 271 14° 35 J ° STORM DRAIN LOCA7ED IN YARD AREAS SHALL HAVE A MINIMUM OF
1.0 OF
} \ 27 - r� 1 ° a COVE LE N07ED OTHERWISE. THE CONTRACTOR SHALL VERIFY AN
ADJUST
I o@ P74.p ` a TRENCH RESURFACING PER CITY OF ENCINITAS f AS NECESSARY
271.42 ° STANDARD DRAWING, OR APPROVED EQUAL.
27f26 EXIS77NG TREE°TO BE - (270.30 ° ATCH EXIST. DWY. GRADES AND FINISH. 6. THE PROPOSED PROJECT SHALL
CONNECT TO THE LA7ERAL CURRENn.Y
271.0 1% REMOVED GARAGE CONNECTING THE EXIS77NG RESIDENCE TO LWD'S SEWER MAIN. THE LATE AL
` NEW PCC DRIVEWAY, MATeH G 71.25 ° EX7ENSION SHALL MAINTAIN 2%SLOPE WITH CLEANOUT5 PROVIDED AT ANY BENDS
30' �� 71.0 AND SHALL CONFORM TO LWD S STANDARD SPECIRCA77ONS
�0/ R8' FXIS7lD DRIVEWAY SEE ROTE°3 "3'MIN.'
A t27LF 8° PVC
1E,° WIDE X STORM DRAIN % Y, 7. A PRELIMINARY 777LE REPORT PREPARED ON NOVEMBER 25, 2003 B FIRST
9" DEEP 27 270.5 �pROTECT EXISTING° `-`-- AMERICAN 777LE, AS ORDER. NO. DIV-1251848, WAS REVIEWED FOR ON SITE
EXISTING \ 270.9 q ° DRIVEWAY IN PLACE` 2 C.50 w EASEMENTS OF RECORD. SAID 0N-S17E EASEMENTS
HAVE BEEN REFERENCED OR
BROW DITCH '� CONCRE MASONRY DR _
RESIDENCE PER D-75i ~�-TW 274.0 RE TA WAL=L PER / Q I PLOTTED HEREON.
1'YPf B 9 gDRSD C 6 bf OLISH PORRON OF 2 7_1.0 ��� °
273.25 270.7 °RETAINING WALL - 27014 8. THE EXIS77NG TOPOGRAPHY SHOWN HEREON WAS PROVIDED BY THE OWER.
UTLET S . @ BASE 1
2 CO.°7 ° DRAIN SUMP \ \\\ 9. SEE SHEET 3 OF 3 FOR EROSION CONTROL MEASURES AND BEST MA AGEMENT
� 70:5 � � 4 C ° � �'� PRACTICES
�w 12 2" 'BROOKS' �` ° ° _ ° ° ° � ° ° ° . 27050
-x
''
N , ; CONNECT'TO EXISTING ° ' a 69.88 �, r
_\ IE 270.85 w RETAINING WALL ° ° a +J - / \1 KEY NOTES
69.84 70. ,0
3LF VC D ' TW 2 .O ° ANTER
FG 27185 a ,- � J 18718" CATCH BASIN & GRATE BY NDS' OR APPROVED EQUAL
27 PROggCT EXI a .i
/ NEE I ACE
,
EXISTING 30' WIDE LANDSCAPE EASEMENT RECORDED
OCTOBER 17, 1979 AS INS7RUMENT NO. 434034 OF 270.5
OFFICIAL RECbRDS /• a�
i
2 .0 OTECT
EX7SAN �
TAI ING WAL s ®.
PLACE -�
I
IE IN
4
PROTECT EXIS77NG fi X0`6 � ; a . . /� „'" 160.00'
PINE TREES N 10'
N 873130 E -
9.42 f ° G ° e Q 11.8'
= . '36" 0.00 EXISTING ° 55• \
L_50.48 A-6 43 DRIVE WAY° Y �-
a -.--
EXISTING 10' WIDE SIGN EASEMENT _
RECORDED MAY 5, 1981 ---------
FILE/PAGE NO. 81-138236, R. CURB & GUTTER ___._----- -- 266.67 265.20 263.67 262.18
CL NEW 4' WIDE CURB OU7LET
30' PER SDRSD D-25, TYPE A
DRIVE
VIS TA
MOUNTAIN -
U
z
Q�pFESSION
Z p�
y it
�Q��CNZ L. Sy�lF2G' z
IVo. 44173 m z �
cc Exp: 6-30-05
w
`g'A7 CIVI\. Q�°P
OF C cn o
z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DO LS" wRM BY BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
&qS Bu1LTS.SEESHT 2A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MINOR GRADING & EROSION CONTROL PLAN FOR :
FINISH FLOOR ELEVATION OF POR71ON OF EXISBNG RESIDENCE 1'=10' DAZE : 3 Zq"D� T1MM ADDI T10N 15 0-G
ELEV.: 271.25 DATUM.- ASSUMED -- ____ R.CE. NO. : 44173 2162 MOUNTAIN VISTA DRIVE, ENCINITAS, CA
10,2,E 3. 3o dN VINCENT L SAMPO er: Br: LOT 1 MAP NO. 8409
SIGNATURE DALE ENGINEER � WORK EXP. 6�30X� DALE : DATE : APR. 265-401-01 SHEET 2 OF 3
R
TOP L WA LA A 12"
V.
1) CONC. MASONRY
FtN SH GRADE FG I RETAINING WALL PER
L V. LA SDRSD C-5
2 MIN.) 29 MIN.
24" WIDE X 6" DEEP CONCRETE MASONRY
(MIN.) LAWN/LANDSCAPED 7-1 F RETAINING P
SWALE SDRSD C-5
RETAINING WALL CROSS SECTION TW 272.9 ROCK PILE PERL A AREA
SEPA MTENPERMIT r ` "
TW 271.0 -- x.
rTTW 274.2 TW 273.6 TW 272.2 TW 271.6 N 877511 E' ° X-
TW 274.7 A 1 X -
5 1 -10
267.2 " 266- i
= CONCRETE MASONRY �
2711 270.7 270.6 m o
2706 TW 273.4 RETAINING WALL PER POOL AREA PER % �' `_ ' 264 0 5 10 20
O I f
ONCREE MASONRY PLANER BRAE PERMIT SEPARATE PERMIT ..w_� ' \_
mp. SD AINICG WALL PER DEMOLISH EXISTING ) -� \ k
RETAINING WALL 268 ��� --.X 270.65
270.5 RETAINING
Hp 2 0.6? r P�
\ 7G 270.40 1 H.P. -
»
IT 268. r SD SDt32 FL 6 PVT PVC S M DRAIN M _
S PROTECT EXIS77NG 270 I _-
"X12 BROW < TREE IN PLACE
t32LF 6" PVT PVC STORM DRAIN ® 1.39 70.58 -- ----
�, ° TG 1
270.40 1 - IE 268.15 TW 271.7
If A9.00 270.6, 5� 2 INTERLOCKING ° a
270.6 Ham' QaG. - t23LF 6 PVT PVC ® 19 �°
TW 4.7 1,910k PAVERS (TYP.) \ 270.98 L 6 _
F 6 DAYLIGHT LINE _ �- NOTES.
270.7 ~ �°�
4LF „ PVT �� 271.20 a [ '
q =- T z
DAYLIGHT LIN \ C SD \ \ 270.8 °� - - - IE 267.90 PERFORMED IN THE PUBLIC RIGHT-OF-
OF T
1. PRIOR TO CONSIRUC710N, THE CONTRACTOR SHALL OBTAIN AN ENCRO CHMEN
DEMOLISH 70 - o PERMIT FOR ALL WORK TO BE WA
2 \ N.P. lZ76 E v 1.20 i T^�9 274.40 ^' MOUNTAIN VISTA DRIVE.
270.40 0 I
�q° I 1 �EXISIING FENCE 2. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION 9UE TO
J ® / X- X T °T` EXISTING GRADES AND SOIL ENGINEER RECOMM£NDA7701VS.
270.6 `� 2,0 3& ,VT PVC WE 2 .80 P�9 71 X28 ----fi� .° S21 M
DRAIN ® i �) J. CONCRETE SIDEWALKS AND PA 110S SHALL NOT BE LESS THAN 4" P.C. . OVER
y �� L 4" CLEAN SAND, UNLESS DEERMINED OTHERWISE BY THE SOIL ENGINEER PRIOR
7a 52 17 271.25 3 i
o i TO CONS TRUC170N JOINTS AND REINFORCEMENT PER S1RUCIURAL OR S
L
_- I a �, Q ENGINEER.
< \ P 1f4.0 ___
° b
CL cs °
° 2 270. 271. 4. UNLESS N0ED OTHERW9SE, PRIVAE STORM DRAIN PIPE SHALL BE 6"Al PVC
I ` IE 267.70 ti- _.i I CLASS SDR-35 MINIMUM. PRIVAE STORM DRAIN PIPE LOCATED IN DRIVEWAY
12 12 BROOKS' TG 27 6a" i IF 271.25 I -
ti I AREAS SHALL HAVE 2.5 OF COVER MINIMUM, UNLESS NOTED OTHERWISE. PRIVATE
H TG 273.45 " I - -� - i�' EXISANG STORM DRAIN LOCAED IN YARD AREAS SHALL NAME A MINIMUM OF 1.0'
OF
N IE 269.80 TW 274.7 270.5 COVER, UNLESS N0ED OTHERWISE. THE CONTRACTOR SHALL VERIFY AND ADJUST
_ _j A" RESIDENCE TO � 1 � AS NECESSARY.
�d
14LF 6"PVT PAD 270. 4 270. O a PLANTER REMAIN
PVC _ 27Q,70 270.6 FF 271.75 5 7HE PROPOSED PROJECT SHALL CONNECT TO THE LAERAL CURRENTLY
< V� sD j ° CONNECTTNG THE EXISTING RESIDENCE TO LOS SEWER MAIN. THE LATE t
2 S 4VF 27142 19 2' °< ` 8 TRf H RESURFACING PER CITY OF ENCINITAS �_ _� V AND SHALL CONFORM
TO LWD'S STANDARD SPECIRCARONS Y BENDS
f2 _ ` ° EXTENSION SHALL MAINTAIN 29 SLOPE W17H CLEANOU75 PROVIDED AT A
4
o a STA ARD DRAWING, OR APPROVED EQUAL
�; 2 OB { ,EXISMG TREE TO BE / - 6. A PRELIMINARY T171f REPORT PREPARED ON NOVEMBER 25, 2003 BY FIRST
H M CH EXIST DWY. GRADES AND FINISH.
REMOVED ` ° . I ° AMERICAN TITLE, AS ORDER. NO. D1V-1251848, WAS REVIEWED FOR ON- 1E
270. GARAGE
° RECORD. SAID ON SI E EASEMENTS HAVE BEEN REFERENCED OR
T d _ \ F 271.25 EASEMENTS - EN E
TW 274.7 p PL017ED HEREON.
30' PLAN R INTERLOCKING t27LF 8" PVT PVC
- 71.0 .3' MIN. 7 THE EXIS77NO TOPOGRAPHY SHOWN HEREON WAS PROVIDED BY THE 0 ER
< 78 WIDE X 9" �Oj 274, 270 AVERS (TYP) f STORM DRAIN 259
DEEP BROW 4 G O.9 ° ' --
EXISTING F+ DITCH PER 270.85 ` ` 4LF 4",PVT PVC SD 8. SEE SHEET 3 OF 3 FOR EROSION CONTROL MEASURES
AND BEST MANAGEMENT
RESIDENCE o SD s SIB- SD m Iw PRAC77CES
D-75, HYPE B' q PVTVC 7 EMOLISN PORTION OF
2 d? 274.7 2 t 2LF
7 ti \
t F 4 3 E ISFING RETAINING WALL °„ 1 270 -4 KEY NOTES
H.P. �'!9 PVT PV k 27010 IE 2670 - - - - ���,_
�'7 " 270. V/>zP o 2 0.5 ° ° C.O. ° �`� U 18'X18" CATCH BASIN & GRAE BY WOS' OR APPROVED
EQUAL
l f
2 tHL 4" Pt�T PVC SD 12 2 $ KS' GONNECF TO EXIS77NG 274.50,
_ v�. ` a d IG�`L y X
TG 273.59' tETAINING WALL ° X69.84_ PL 270.90 f Q 6"X6" DRAIN & GATE BY iVDS'
LA
TAININ
l T v274.7 )
R SDRSD C FG '0,5
2 PRO CT EXISANG n N
720 REE IN PLACE
EXIS77NG 30' WIDE LANDSCAPE EASEMENT RECORDED „s " ° CONCRETE MASONRY
OCTOBER 17, 1979 AS INSTRUMENT N0. 434034, OF �� =705 ° RETAINING tWALL
OFFICIAL RECORDS X I s
PROLE T EJIS77N
.r S �,
RETAI ING ALL IN: N -
TW 271.3 �?. �
� - ,f4 -
PR0ECT EXIS17NG \ / � �'' TW 271.3 TW 271.3 _
PINE TREES IN �� 1 - a ° __ _ 16000'
PLACE 1 7- �' 10,
J N 8731'30" E
, _269. 2 � �
' -'-6'43'36" R=430.00 PILASTERS (T JN0
L=50.48' A=
DRIVE OVA
1 a CURB & .
EXISTING 10' WIDE SIGN EASEMENT _ --------
RECORDED MAY 5 1981 AS - -
FLE/PAGE NO. 81-138236, OF O.R. --- CURB &_GU TIER _ _ _-.___- ------ -- --- --- - 265.20 263.67 26 .18
_ - - ------ 269 266.67
30' CL NEW 4' WIDE CURB OUTLET
_---
PER 3D SO D-25, TYPE A DRIVE
MOUNTAIN VISTA -
U
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C7
Z g
CC ��n
TL
W
G w k
No.44173
* Exp:6-30-07
W
OM1 0
:v
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DEM BY ORAOBY MCKBY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
AS-GUILTS 7 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MINOR GRADING & EROSION CONIROL PLAN FOR
FINISH FLOOR ELEVAOON OF POR77ON OF EXIS77NG RESIDENCE DATE ' -7--7-05 T/MM ADDITION o 1 0-G
ELEV.: 271.25 DATUM: ASSUMED R.C.E NO. : 44173 2162 MOUNTAIN VISTA DRIVE, ENCINITAS, CA
SIGNATURE DATE VINCENT L. SAMPO E1 p, 6/30/05 BY . BY : LOT 1, MAP NO. 8409
ENGINEER OF WORK DATE : DATE : APN: 265-401-01 SHEET A OF 3
N
_CONCRETE MASONRY
f RETAINING WALL PER
SDRSD C-5
TW 272._0_ 239.34 X
G , r -
TW 275.0 N 877511 E
FG ?�C 5 7aFWARY SNT FDNL� '
- -� PER DETAIL 'C'AND 266 � K J-v
0 5 10 20
;. ONCRETE MASONRY Pk /
CAL TRANS STANDARD
--__ FL 4 -- SC-1
AINING WALL PER ��
-____-_ SD C- \°- �, I j - �- X- - _- X �-- �� SEE CAL IRANS STANDARD fl�
X - - 4' PVC PIPE FOR DRAINAGE
-- f NO. SC-10 FOR ADD1710AAL
� - TG 270.40 _ 270 6 �8 C - 65 0 DEPENDING ON FlELD CONDI AONS
_�-- 270.5 270.6 I 2 0.67
- -
- -
`__ ;,,RAIN ®
J f
INFORMATION
SD 270 I l x
PVC . / 2 70.5 8 --- x
132LF 6" PVT -�
�sm� a �
'l7n q il„
---
ii L' A��
A G WA
)EMPARARY KET e
7 270.98
WOVEN FABRIC -RAVELBAG
-
NYDROSEED SLOPE PRO7ECIJOW v RAN PER DETA� Z
t� -
--- - - __ -
270.6
--- _ --_- r 22 c is 1.20 - < / o
PER CALTRANS STANDARD SS-4 ===yL-cy=- - 6�. - �A�ARD ( C 0 6 270.
SC 0 TIP
190 -�
a--- - f - UL 27 r3
.- -- _ -�- --- , I � 27.0 ° 0 I IN
--- ��C r HOUSfADDl,.ON,;)
_ ^��---- j x ^ ° x TYPICAL INLET PROTECTION
\ -_^ 270.E �JG � FF7t.25 1 2
0.J8, b t21LF 8° PVT PVC / I NO SCALE
_-- - -
_ 0.7 705 STORM DRAIN @ 19
o _ _ 6 _ _ FF 271.25 7 2 FENCING T
__
-
_ 4 27. a STAPLE WIRE 0
°
4.0 THE POSTS
�9 0 1 i
__ _ `� x� F 271,25 a 271_20 m �- , ,� 1. SET POSTS AND EXCAVA A
F , 1E 26770 7F
cc 4 I a a C.O.
DAYLIGHT LINE -- = 6. 4 BY 4 /N (10 BY )0 CM)
�° 270.50. EXISTING �� TRENCH UPSLOPE FROM AND
. = EE
t -E11;i;- i - 1 NEW GAR U �e PLANTER R 0 THE LINE 0
o RESIDENCE F ALONG F POSTS
--�- -. r - 2;' 2 0.° a REMAIN
- _ 2 FF 271.75 �v4
PAD 71.14 7� ° � ° f�
-_- - - = 27 5%
-
�
--- - - - \ G
___ _ _-•-=-c�- �- P74,P � TRENCH RESURFACING PER CITY OF ENCINITAS
° � Y ° G
42 VG �E1IP WY GRAWAA STANDARD DRAWING, OR APPROVED EQUAL.
0
--- _ _�- - MATCH EXIST DWY. GRADES AND FINISH.
27 . ^EXISTNG E P� ���
271_ % REMOV STANDARD SC-6. USE ONE GARAGE
p cc ROW OF 6RAWgilAGS 7W FF 27125 4 IN (10 CM)
---
af_
-- --- c �c -
NG � BAGS F1�Fl ARIIL D EXTEND IT PA I E
270.5 �X ° ( STORM DRAIN ® J. 4. EXCAVA DNSOI.
ISTI t27LF 8 PVT PVC � k ATTACH THE FlLTER FABRIC TO
_ °�__k R07ECT EXISTING° r 2.5% G THE WIRE FENCE . C7
EXISTING v INTO THE 1RENCH.
---- --
--- @# - ccc ��270. 1 N ,%' �`RY DRIVEWAY IN PLACES a o
RESIDENCE = ccYE�-EEy- 0 Tt PER
a °
�_--
�E c- RS Rl OLISH PORTION OF a °
^ 270.50 1
�E r AININ
c Li r,--
- �
�270.14 267.00 I�I
ILR FABRIC ��l )
�)
�___ - a : , % I I
--- __ sR --� WIRE
DRAIN SUMP _
;p �� a 26. . e
C TO EXISTING _ G°
-- ---- -------- �. � - c�c I G WALL
�� 270.50
6.
--- --
�___ MFWARY STET FFJVI A ^E x
PL R
- °
-------
-----
r L 'C'AA J 18 X18" CATCH & TE BY 'NDS' OR APPROVED EQUAL
PER DETAID
\ -------- - - - - CALIRANS STANDARD 1 ROLECT EXISTING ^X
-- TILLJJ.tltl ...�� II
_�-
- --. r. SC-1 1 TREE IN PLACE _ = w, o / J_
_ TYPICAL SILT FENCE C
` 4 NO SCALE
EXISTING 30' WIDE LANDSCAPE EASEMENT RECORDED GPs N = EE= � _ _
NO TE.
OCTOBER 17, 1979 AS INSTRUMENT NO. 434034, OF S+ __ �___-- 770.5 " G s 8 �� X/ ALTERNA7TVE
SILT FENCE CONSTRUCTION MAY
_----- --
------
OFFICIAL RECORDS 2 'PROTECT RETAINING wAL1N N s� ®� ��
^-r - SEE CAL7RANS STANDARD DWG N0.
-
SC-1 FOR ADD177ONAL INFORMATION BE USED IF FlRST APPROVED BY THE ENGINEER
1 I OF WORK AND THE INSPECTOR
PLACE
o < t44
--
lE 4. - t
264.73 I
PROTECT EXISTING `l �-
PINE TREES IN � ° � __ 180.00'
1
N 873130 E
PLACE 10' _ . ._1 - ���
,.;
ONE ROW OF GRAVEL BAGS TWO
11.8' BAGS HIGH (MIN.)
6
d=6 43 ° R=430.00 TEIIPOQARY SILT FDIVCf EXISTING' °
L=5 0.4 8
PER DETAt 'C'AND DRIVEWAY° 55'
CAL TRANS STANDARD
m ^ _ ,
EXISTING 10' WIDE SIGN EASEMENT SC-1 -~
-- ---
RECORDED MAY 5, 1981 AS _ �Y ��N
-------- -.--- 262.18 DAMS PER DETAK WAND
�
FKE/PAGE N0. 81-138236, OF O.R. CURB_& GUTTER _-__-' - - X63.67'
--- 266.67 265.20
_- ---_--- - I 269.30 CAL TRANS 5- ac RD SC-8 I II, II- , I WIP
--�- 3O CL "IEW 4` WIDE CURB OUTLET (TYP) O 25' O.G MAX
PER SDRSD D-25, TYPE A TYPICAL GRA I/EL BAG VELOCITY CHECK DAM D
DRIVE No ,GALE VI S TA SEE CA & SC STANDARD DWG L
MOUNTAIN
SC-4 & INFO FOR ADDI AONAL
INFORMATION
U
z
- h
�pFESSIp Zg
w
z o
0 No. 44173 m
Z
LLI � .
b m s . EXp- 6-30-05
0
a. c
OF CAIN c0 0
z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING ° LSy WRM""B" `Sp`Br APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
AAS`BUILTS 7 7.2lr PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR :
._ :
FINISH FLOOR ELEVADON OF POR110N OF EXISTING RESIDENCE i -10' DATE 3-29-c y TIMM ADDI TION 1520-G
ELEV.: 271.25 DATUM. ASSUMED 3 ,3o,G R.c.E No. : 44173 2162 MOUNTAIN VISTA DRIVE ENCINITAS, CA
SIGNATURC- DATE VINCENT L. F SAMPO
WORK EXP. 6/30/05 BY` DA DAB'. LOT
APN• 265-401-01 9 SHEET OF 3
ENGINEER OF WDRK
STOW WA T& POL1UIXN PIQEWWIXN NOTES At Si AiiL IS B GR ASS. AND OM 08vEC11CJ1VARE U41MAL WALL BE
L ALL MIW SHALL K DAVE OF ACti'L7IPDANCE NM MY MANS AE STANDARD C An? TED, PIL SO O R L � AREA >M � B af� IN1H A
SPEUR7CARONS FAR PUBLIC WDRKS CANSTRUCIM Ihf D£51M CONS7RUCnON
STANDARDS OF THE CITY OF DvaNITAS AND Thr So DIEGO AREA REGIONAL STAMIARD (NEAT AND FM91ED APPEARANCE FREE fROM LMGH7LY AE6ER►S
APPROVAL (E110D SWARD LEWD
C"ACIOR SHALL ESTABLISH AND USE AN ADFWAInY SM CONCREW DRAIOWM ANY alANIOES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE' CITY OF LOCADON
OF DEBRIS FILL SMALL BE SDARED FROM 7E SOILS DVGINEER
NI ,9WT AREA 70 CONTAIN M9WT IMSTES ON SITE IT IS ILLEGAL TO WSH ENGINEER PRIOR TO ANY RFQUEST FAR INSPECnON AND aTY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL PROPERTY 90MARY
CQNCR SLURRY, MORTAR STUCCO, PLASTER AND PE LIE OV70 THE
STORMWA7ER CONVEYANCE S ANY RECEIVING WATER CONTRACTOR SHALL 2 TEE SOS A9 WILED ?PE W OF PI4FLJNiMVARY GEOJE KCAL NbEM17ON Q �"
EASEINT TINE — — —
POST A SGN DESIGIVA THE WA9HOUT LOCH AND GEOLOGICAL REC'OII NSSMNCE YAW RESIDENCE NCE A001 77ONS 2162 MOUNTAIN MA 1. ALL SrGPES
SHALL PLANTED AND IRRIGATED N ACCORDANCE NM ']E
D1NMW EAK,IWTA CALIFORNIA' 8r GEOIFCNNICAL E7>!!rPLORA nOV NNC pA1ID 27 PLANS APPROVED BY Tw CITY DogmEER. Ptms SHALL CONFORM
To TINE �� C��
GUYSMUMV S A= JWARY, 2004 SHALL BE CANSyDERED AS A PART OF THIS 0AWd PLAN ALL aTY OF DoNITAS wADwG m NANCf AND ALL ADOPTED
LAAILISCAPE AND
GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOAWWA DoNS AND FRIGA DON STANDARDDS EXI5 M ELEVA 7XN ' ' '
(J 70
A STAKED COVSMUCT>I7NV S7E ACCESS 91ALL BE PROVIDED FOP VI?TICIES S'EORCAYONS CONTAINED IN SAID REPORT.
AINI<DIA
EGRESS AND INGRESS 70 PREVENT 1RACT1'NG GIRT OFF SITE. THIS SHALL habff 3 APPROM OF NMS PLAN DOES NOT COVSIITUIE APPROVAL GE Sl OR I
LOCH �OV AND 2 7 D OCTO AND PLA NTING INDA TEL SHALL O AC COUPLE O F ANY ROPES ALL OPS SL O P ES NEW UpV10UR
USING MATERIAL SUCH AS GRAVEL ANDIOR CORRUGATED SIM PANELSIPUTFS rff OF DRAINAGE FAQU NOR OF IMPROVE407S M11hW STREET RIGHT -AF -PAYS
� UPLE Tf nON OW A 17350
E$ �1H� VEMfOVAL P LAN S TS FOR THESE SHALL BE REQUIRED NN CAW�tM77ON GRADED BE111E£ 1 OR OCIt7�R 1 AND APRIL L
1 15 5 NEW E1FVAl1fOt _
MN _
E BFG" CCIN SAM SPITTLE FOR OM r'MNA&EWW AEAMCE
A SPECf)C AREA MM FROM GUTTERS AND S70WAR SHALL BE DESIGNATED 4 MINT7IX PONS" 9/ALL BE OBTAINED FOP MY OFF- 97E W4DWx I. N CASE EMERFSEIVCY
NDIRII' 6 REQUIRED, CONTACT RfwpC IM AT /N TO 8f ~If /EO WfrMot f Al"Ir fXeM CM
FOR COVMCnCN VEHICLES PARKING, Vg#CLE REFUBNNQ AND ROUTINE` S CONTRACTOR SHALL TAKE ANY JMECESSARY PRECAUTO NS REQUIRED M PR07ECT (619) 920
-4075. DNQ£CTU N OF FLOW
EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -97E ANT PROPER77ES D pRADANG OPERATIONS ANYTHING DAMAGED OR
7HE RA
E DESTRO SHALL BE REPLACED OR REPAIRED TO C10NDIYON DIIOSSlING PROP 70 A YA ILABL E AT A ENT ALL MD><TIMES DU R FOP EIERiG'I NY
SE NCY SEASON, SUIT AF MADE CdMrO?E1E � PIN
PLAN � '
AIASLL S DUING RA ALL AELESSARY
MAIDPULS SHALL BE STOCKPILED ON 91F AT CON WMWT LOC'AnONS TO MASOWRY RETAP MG MALL SARSD C - .% C C - 7, C
MRn" Ctl NAROL MUST BE PIR7VN7ED FOR ALL BMW SURFACES ROPED 8 AE DMOPER 90ALL BE RESAON98LE THAT ANY MOVUNJENT OR BENCH AIMARIC FACIVJTATE RAPID
CONSTRUCnON OF TEMPORARY DEICES NHDV RAN IS
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST WOO IS DISTURBED OR DESTROYED SHALL BE RE - ESTASUSHED AND REPLACED BY A ANOVENr
EROSION BY NSTNI MG EROSION RESIISTANT SURFACES SUCH AS REGISTERED CIVIL EGIVEER OR A LICE7NSED LAND SURVEYOR 3 DEfAtiES SHOWN GIN RAMS
STALL MOT BE MOVED OR II100M NN7HnVT THE PRIVATE STORM DRAIN PIPE SAP � D —
EROSION CON IROL MA 7S, AQEQUA 7E GROUND COVER VEGETA DON, 7. IW C"ACTOP SHALL DE" CWIRUICT AND MANTAAN ALL SAFETY DEICES APPROVAL OF W DOWERING
INSPECTOR — Sla 50
AND BONDED RTBER MATRIX IFawm STORING, AND SHALL Bt KsPoN9Bf FOR CaNFORMING TO ALL LOCAL. PRFNAIE CAIIIH BASIN 87' LADS',
PER PIUNM
STA7E AND fEDERAL SAFETY AND HEAL IN STAAOARDS4 LAMS AND REG LA 77 NS. 4. I CO 0WER T OP SHALL RESTC ALL T H E C &QNE
AFT ES A GRAVEL 840 CALIRANS STANDARDS SC-A SC-B; !
NO EJrAVA TON AND QPADMNG ACIINIES ARE ALLONIED DURING NORKMG OROfR TO THE SA 115r<ACIIOV OF THE CITY EINIGINIEER AFTER EACH GRAVEL
t DETAILS 'A' ! 'C'
NUT NEA TIER ¢�GRADNWG AM WP" O°ERA TM INT7iNM ONCE 1Wj 1.E OF A j1RUC1iR RUN -OFF PRODUCING RAINFALL
ALL
SQL BE CdNSTRWO TO CRANE #,WCFF AROfW RE HUMAN OCCUPANCY SMALL NOT BE CONDUCTED Jr+t HOUIPS 5�.T0 .4, S TW CONTRACTOR BULL
WALL AUYTIONAL EROSION GUVTRIt MEASURES SILT FEIKE Gtt1RANS STANDARD SC 1 ! K7A[ 'E'
CpNS7RUC7lN SIX CONTRACTOR SHALL PR07ECT CHAMMELS AGAINST EROSION AAD 7•30 A.M. NDR aN SATURDAYS SUNDAYS AND CITYREComm Ham YS As AY BE
REQUIRED By iw aTY DVGFcm DUE To uAcaIRLEIED GRADING
USING PERMANENT AND TEMPORARY DROSIAN CONTROL MEASUURES IL GTPADMrG OPERA SHALL UNTIL A PRfGPADMVG IEEIANC HAS BEEN OPERA DON
OR UNFORESEEN Cr aWlANCES w#ai MAY ARISE: HMWOSEEDAVG CALTRMIS STANDARD SS-4
JIENVW EXSTMNG Wa7AWIN ONLY INfN AMU1fLY /ETD aNSITE WN THE FaLomw PEOPLE PIRESEINT.• CITY ovspEcnx awt ENGINEER Ai 7W CONTRACTOR SHALL
BE RESPO SWE AND 91ALL TAKE NECESSARY
SOTS ENGINEER, GRADING CONTRACTOR AND PERWnM THE PREGR NEEDING SHALL PRECAUIIOVS TU PREVENT PUBIC TRESPASS ONTO AREAS NOV IEO�DED
UNNECESSARY RE MiOVAL F
NECESSARY. LARGE VAL O O F THE NATURAL WOUND COVER .SaEDCILEO S STALL BE CONDUCTED N PHASES TO AVGE 6.�3 . NTH THE aTY AT LEAST
48 HOURS IN ADVANCE BY CALLING ( 760
2770 ) N'A1ERS CREATE A HAZARDOUS CON01nON.
DO NOT REMOVE TREES OR 9"NS MWNECESSARHLY; THEY hUP DE7a4fASE 7. ALL OW91ON (,Y,N7ROr ME49 S PROVIDED PER 11E APPROVED GRADING
Id PRAM 10 HAULING WT OR CM MUC 947MALS TO ANY PROPOSED PLAN SHALL BE IMCOIRPORA TED HEREON.
HAULING ON T BE P
lEU'bIRARY' if GE TAl 1!'aY MUSOINTED SLOPES dP N1z1ElRE' CaNSTRUCW N 27F N THIS PROJECT THE DMOPER SHALL SININT 70 AND
IN NOT AMMED/A TEL r FLA FOR EROSION CON 1ROL PUI ff EROSION BULL RECS/VE APPROVAL FRAM THE aTY am m? FAR THE PROPOSED HAUL ROum lw Q GRADED
AREAS AROUND W PROJECT PERIMETER MUST DRAIN AN Y FROM
I S PI ANO IID BY PLA AW E FOR D ROM ON ANNUAL PU PERENNIAL GRASSES ]O S M M pNE MAY PER SHALL C%R Y NTH ALL CONDI71ONS AND REQUIREMENTS
THE CITY THE FACE OF SLOPE AT THE CONCLUSION OF EACH PORK DA
K PR AND D B SAIL IMPOSE NI TH REGARDS 70 IW HAULING OPERA
11 UPON ANAL COMFEETIOV Of 7W IRW UNDER THE GRADING PERMIT BUT PRO? TO A ALL �'� ��YW GETS 9M SHALL BE N PLACE AT IW
DEBRIS 9/ALL BE
I
PLANT PERMA1NIENT ifCETA7XIV AS SMN AS POSSR& ONNCE EKAVANN AND FINAL GRADING APPROVAL ANDAN FINAL RELEASE OF SECURITY, AN AS- GRADED DO
CA EA �� DAY ROE) THE FIVE ( DAY RAN PRO
WADING AC77WIlES ARE COMPLETE CETRIM7CA71ON SHALL PRO STAGING• 'THE Gy AONG UNDER PERMIT NO. 1520 -CR ��ST IXR EACH H F OR TY AFALL
VT (40�. T MID OM DEBRIS HAS BEEN PEW N SUBSTAN71AL G1GrVFORMANCE NTH THE APPROVED GRADING AFTER EACH RAINFALL
NNATER USW FOP DUST CONTROL SHALL BE ANNNJIM NHO CER
� AS SIONN ON THE ATTAChQ AS THE aVN D D PLAN' 7hI'S STATDNENT ALL BE 1a SHO 0 GERMiINAIYON CIF HYDRO SLOPES Fi1IE 10 PROV
0-97 t:'�YSTIPUCT�N 1I4MWAL S1t'MAGE GRADING OPERA> O AND SIGMA VpIVEER 11f1ES SUCH COVERS SLO� WADED S L OPES BE STABIWED
N
THPMCNED STRAW
STALLED AN ACCORDANCE KITH SECnoH 35 023 OF THE EROSION AND
SIM U47MALS SHALL BE CONTAINED N A SEL'Pf RACE 1D PREVENT L A107 IM SEDNE NT CONTROL HANDBOOK OF IHE STATE OF CALIFORNIA
DIEPAR71"T OF Dm ��
SEEPAGE AND SPILLAGE CONTRACTOR SHALL STARE 7TESE PRODUCTS INHERE 1. A£ DdSlEltr AND LOCA MIN OF LNCV?G7IDUWD UTILITY PIPES AND STRUCTURES CONSERVATION.
Na MOUNTAIN WSTA DI W
THEY NKL STAY DIRY OUT OF THE RAN. CONTRACTOR BULL PROVIDE SECONDARY ON 7HESE PLC NERE OBTAANIED BY A SEARCH OF AVAI ME RECORDS TO
ENOVTA$ CA 92024
CaVlANWNT FOR ALL FUEL STARED ON -SITE Sams EMERS CER1NiX.A>f
BEST OF CHAP KMONLFIUGE WE ARE NO E7QSIING U1Xl11ES IXGEJ°T AS SHONN dV
ELAW ATE OR REDUCE POLLUTION OF S1DRUNTER FROM STOCXPNLES KEPT ATE TO EVEIR HON THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAU71ONARY
4W CER�A RElOS1ERED CM ETNOPM IN TIE STATE OF CALIFORNIA, (760) 942 -4075
ON -9'TF S1OalPK AN
ES MAY GXUDE SON, PARNG MA 715WALS ASPHALT CMMLyRE7E MEASLARiES PROTECT ANY DUSTING U71UTES OR STRUCTURES LOCATED AT THE MW ALLY
BUSINESS IN THE FIELD OF APPLIED SOL MEC H
GG
AIREGAIE BAS& ETC` STOCKPILES SHALL BE LOCATED AW Y fRAM -91E IT IS THE CONTRAC70R�S �TY 70 CONTACT THE FO LONMNG ONNERS GIF hE7R0Y CER77Y
THAT A SAMPLING AND STUDY OF THE SAES CONDIn Sr1E AODIRES ?1ST MDUN17�1 I MW CONCENTRATED ST"WAIER FLOWS AND STORMDRAIN INLETS S700YPW SHALL 10 UIX177ESS OR
STRUCTURES TO ANY E7fCAVATION YWCA 170N AND LOCAIM PREVALDVT NITHIN INS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON DMGNWITAJ CA 92024
K COVERED OR PROTECTED NTH SOIL STABX/Z47ION MEASURES AND PROVDED OF UINJ7ES AND NO77RCAPON OF COMICKEAlENT OF iW.• THE DATE OF DECEMRER
19, 2003 ONE COMPLETE CORY Or IW SOILS
NTH A 7EMPORARY SEDIMENT BARRIER AROUND 7HE PERIMETER AT ALL TALES CARDN�F SHINTO1)OU D1SIRICT 1- 760 -6. 277E REPORT COWYLED FROM
THINS STUDY NTH MY RECONWMADOVS� HAS BEN
SU NTIID 70 THE OFRCE OF THE elTY DIK2IVER. FUR7H I HAVE LEGAL VESCIV LOT 1, M71I M
OIWDWAIN AIUINCIPAL NEATER DISTRICT 1-760-M-6466 REWENED THESE GRADING PLANS AND CER7IFY THE RECAMMENDADANS
)RAINING SAN DIEGO GAS t ELECTRIC 1 -800- 422 -4133 INNC MDQ IN THE SOLS REPORT FOR DNS PRO ECT HAVE BEEN INCORPORATED
PACIRC BELL 1 -800- 422 -4133 IN THE GR PANS ACID SAECR7CA7MOVS4 ASSSM FARM 21 401-9
CONTIPACIORS' &ROYEE5 NHL) PERfDIPMI N THE CITY Or CABLE 7V (DIMENSION CABLE SERVICES) 1-800- 422 -41M
EAKoTAS SHALL BE TRAINED To BE FAMILIAR NTH THE alY OF ENAIMTAS SIG>N� , 3 a 4 ?z /zT ZOU'I'
5T"WAMR POLLUTION CON RRO: REQUIREMENTS TWSE BMP MOTES SHALL K Z CA MACTOP SHALL NOTIFY IW CITY ENNKMiiEFM ME' 48 MRS PRIOIR 70
AVAILABLE 70 EYERYOW WORKING ON 571E THE PROIPERTY � fW � S)) AND TW BE�NAING ANY Now ON D#S PRaECT. PHONE (760) 6.3. 2770 RCE
NO..
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT S71RI/WA TER
REQUIR WN7S AND ]HEAR OW RESPANSIBIU17ES► 3 ALE CONTRA STALL GlW 24 HOURS NOTI E ON CALLS FOP IN9oE'CTM OF DATE: 9/ 3 0 05
ONI1m CDRTFIAlE
PH►d_ (760) 635-2770. � V P�ERFARMED NInHOUT BOY07T OF INSPECTION KL GEO1Fl211M",AL EXPLORA70( W. I (10 II9?MY CETRTFY
INT A AEQSIDw Su 4 tv mT w
NDISIE NNAGEK NT 7420 TRADE STREET BEDV OR NKL BE RE?AI ED 10 SUPER OVER ALL GRADING AC77WTY AND
C MADIM SAN DIEGO, CA 92121 AD ACAON AND STABHLITY of THE TF
C 1RAC7W SULL BE RlESPOME FOP PIROI Ri r A5iVSM OF ALL PST (858) 549 -7722 � DATE- 3 3 a o
AND IANUSED CONSTRUCTION MA IFR/ALS DUMPING OF UNUSED OR NNE I. ALL GPADMNG SHALL BE INSPECTED AND 1ES1ED BY A QUALIFIED SOILS EMF; NEV? OR
X8 NO 03 -8562
PRODUCTS ON THE W0YA O *ORE N14 7ER CAN CARRY THEM INTO THE LOW INS NEC DON HE STALL INSPECT AND TEST THE IXCAVA71ON PLACEMENT AND A
CONVEYANCE SYSTEM IS S7LOLY PROHOTED. WWAC OF RXLS AND SACKfILLS AND COMPAC OF TNEND ES hE 91ALL
SURW SAES REPORTS AS REQUIRED AND NKL DEIFRMMINE THE SUITAB TTY OF ANY Q ROfESS /p al1E:
AD SEEPAGE MW Dlt4F SHALL BIF DTSMARGED IM MA IER/AL UPON COMPLETION OF GRADING O°ERA 17ONS HE SHALL STATE THAT 9 ! IAW
JORMWA 1D4 BDWI SHALL BE PLACED AROUND DUMPS7ERS
PISPEC71ONS AND TESTS MERE MADE BY W OR UNDER NS SY/PERNSyAW AND THAT N C e
DIVERT THE NA AL STOW RUNOFF. DUAAPSID?S STALL 6E CHECXED ENS "ON ALL EM9ANKM9VTS AND EXCAVATIONS MERE CONSTRUCTED N c-
FRE•wmaY FAR LEAKS` DUIMPSTDP LADS SHALL REMIAN (.POSED AT ALL 18ES ACCORDANCE' NTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
i
No. 002007 1
DUMIPSID?S NlIHOUT LOS STALL BE PLACED INIHIN STRUCTURES NTH E7CCAVATIANS ARE ACCEPTABLE FAR ]HEIR IN TENDED USE I
7D f
WERMUS ROOFING OR COVERED WITH TARPS IN ORDER 70 AVOID RAN - CONTACT 2 THE CONIRACIOP SHALL PMPOPERLY GRADE ALL EXCUIV71TED SURFACES 10 PROW
i Exp.9,30i05
N1 1H ANY TRASH MATERIAL POWX DRAINAGE AND PREVENT POh W OF 194 IV? HE STALL CON MOt SURFACE # c I J �'�` '� ��
Awr CONS IRUC I MAMAL$ AIRZUDNNG SO[ NTS NI -BASED PAPM W TER AND AVOID DAMAGE ID ADJO WNG PROPER77ES OR 10 FiI SW 0 NOW ON THE
_
IE}1KXE fLUMDSs BROKEN ASPHALT AND COIVCRE1Zy MOD, AND CLEARED AND SHALL TAKE REMEDIAL MEASURES 70 PJR MWT EROSION OF fRES't[Y GRADED
CIF (I,t CUT 1000 GY.
IEGETA 17 ON CAN BE RECYCLED. NON -RECYa ABILE MIA TFRULS MU KEN ST BE TA 10 AREAS UN Z SUCH WE AS PERMANENT DRAINAGE AND EROSION CONTROL
MEASURES , m . FIL = 20 C Y
AN APPROPRIATE LANOFXL OR DISPOSED Or AS HAZARDOUS WASTE FAR HAVE BEEN INSTALLED ON LA AMP0R T - W C
AL =
NDWA TI O N DISPOSAL OF ( ( HAZ A ARDOUS MA 1ERIAL, CALL THE HAZARDOUS I ,AU AREAS TO MEWED SHALL BE PREPARED )0 BE FILLED AND FILL SHALL BE
AND ORDER DUNIPSIERS CALL AT ( 760) 4 -41 MAIKIV ADFILS �ONA� MATERIAL 91ALL STANDARD D B 7ME �I�RA � � SAC ,
WON MfK H THE fXL IS 10 BE PLACED. LOOSE FILL AND ALLUNAL SL71LS SMALL BE #
POLLUTNM 91ALL BE KEPT OFF Eb°F7SED SURFACES PLACE TRASH CAMS AND REMOVED TO SUITABLE FIRM NATURAL GPOCMa ThE DSPOSED SOLS SHALL BE SCARF TED
RECYUM RECEPTACLES AROUND THE SITE TO A�DDE CE 6' AND ]THEN COMPACTED 70 A WO" OF 90 PERCENT. IT SHALL BE
PORTABLE MEETS MUST BE N WW NORI M MV AlND CIECCED FREAIE)V1LY M STRICT A A CCORDANCE WTH pFlCA SAD, WATER AND COMPACT TW fIl
FOP LEAKS CONTRACTOR BULL PROVIDE SECONDARY CONTAINMENT AND LOCATE
PORTABLE MEM AWAY FROM S70FUDRAIN INLETS ON PER WOUS SURFACES 4 CUT AIMO FILL SLOPES SHALL BE CUT AND MNMMED TD FINSH GRADE M PRODUCE
TH SURFACES AND GMFARM CROSS SEC77OVSL THE SLOPES OF IXCAVATIANS AND STALE kW OF OVA OF MW
ALL CONSMUCM DEBRIS 91ALL BE KEPT ANY FRET 7W. ME 7 GUTTER AMKMENTS BULL BE SHAPED, PLANTED AND 7RMO" AS DIRECTED BY 71•AE
AND STOIRMI MAIN. CONTRACTOR MIST ROUl11VELY CIECX AND afAAf UP YAIMAL OF WORK AND LEFT IN A NEAT AND ADERLY C00170N. ALL STOW R007S IW L�
AGREES THAT ]HE MW PE?PftIPMED BY THE
INAT MAY HAVE TRAVELED AWAY FROM CONS 7R RON 571E AND OTHER WASTE MATTER DEOSED OR IXCAVAnAN OR a N ANKM NT S WNCH
ARE LIABLE Tn BECOME' LOOSENED SHALL BE REiMOVED AND DISPOSED O: THE TAE AND EIMGNEER BULL CCIIAPLY IM1H THE GE7NE1PALlY ACGEPIID
STANDARDS AND
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GPAMW ORDINANCE PRAC710ES OF THE ENGINEER'S TRADE OR PROFESSION. THE EINGNEER
FURTHER
AGREES THAT DIE WORK POWDI MED HEREIN 91ALL BE N ACCORDANCE NTH
THE RULES AND REGULAWNS REQUIRED BY IW CITY OF DMITAS THE
DIHGINED? AGREES THAT ANY PLMCHECK OR REWEW PERFORMED BY THE aTY
OF DvNTAS IN ITS CAPACITY AS A PUBLIC DNOTY FOR IHE PLANS PREPARED
BY 7HE DWAFER IN NOT A DEIDRMNA" By THE aTY OF D"WTAS OF THE
TEaffCAL SaJFFl"Y OR ADEQUACY OF THE PLANS OR DESIGN, AND IT
IHE7REFURE DOE'S NOT RE•LJEVE THE ENGINEER OF RESPONSIBILITY FOR THE
PLANS OR "&V OF IMPROVEMENTS BASED 7KREONI. THE ENGri M AGREES
9xr TO MVEMrWfY AND HOLD HARMLESS THE CITY OF DV MTAS AND I7S OFR
AGENTS, AND EMIRLOYEFS FROM PROPERTY DAMAGE OR BME Y OU RY ARI
SaGILEL Y FROM ]HIE NEGL KENT ACTS, ERM OR OMISSIONS OF THE 09KER
AP A
_ _
�p F E S SID A � AG OR EMPLOYEES ACING NI1HN THE G10U1RSE AND SCOPE
OF SUCR DE SEVER DISTRICT FOP HMS SITE IS LEiJCADDA Q �� e �NT L. S N ql� PPMORM£ BY CHI ENOWEERYMIENT AND
ARISING OUT OF THE MORJI ,
MISTEWATER DI(S7RICT. IT 6 INE DEVELOPER'S
RE3P0N51i'9L.ITY ILA MEET LOD 1Et71JMRBCV75 AND O Z
B[ID $ OBTAIN 9mT Pm To aTY APPROVAL « No. 44173 m
ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DIST LEUCADIA WASTEWATER DISTRICT 4 Exp:6 -30 -05 * e SE COW STREET
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REVISIONS PROVED DATE REFERENCES DATE BENCH MARK S CALE PLANNING do BUILDING o � APPROVALS F N CI N i A
ENGINEERING DEPARTMENT DRAWING NO. w
PLANS PREPARED UNDER WIER V1SUN AF APPROVED INOR GRADING & EROSION CONTROL PLANS FOR : 2
FNM9►H FLOOR ELEYATTON OF PORTION a< MW RE370DNIl,E _ DATE : 3 • Z 1.O S� 71MM ADD17IO N t 520-G
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: 271.25 DA7IAIF. ASSUMED JCL.€
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7
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\
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C.O & SEE M" 9EFT J OF 3 FOR CQVM AAA -%ffS AND IFST AiANA"W
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OCTOBER 17, 1979 AS MSTRL T NO. 434034 OF °
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L :5 0.4 8 DRIVEWAY` ____.____-- - ----- --
- --
d -_ CURES &GUT TEk
ENS'IIIVG 10' WE SXGV EAMENT
RECORDED MAY 5, 1981 AS
FXE NO. 81- 138236, OF O.R. CURB & GUTTER 2lS,L6 ?6218
PER SDRSD D -25, TYPE A DRIVE
MOUNTAIN WSTA ------------
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUNNING & BUILDING DIM fw ctmor APPROVALS N I�j � ENGINEERING
DEPARTMENT DRAWING N0.
PLANS W°ARED UNOfR SUPERVISION OF RECOANiENDED AID NOR GRADING & EROSION CONTROL PUN FOR :
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ELEV.: 271.25 DA &*. ASS W ` all R.0 NO : 44173 2162 M" TA/N NSTA WW, E7V(aMTAS CA
�A DA >F oM
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