2007-443 G (Plans) Alk
' ' BT1TE)tENT OF IRNGINEEB OF WOIUL
RIGHT OF WAY NOTE 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SOILS ENG_IN_ EE R'S CERTIFICATE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
V - THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SMALL COMPLY
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE 1 SFLL�
A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
DEPARTMENT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFiOtTHAT A PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL
BE IN
W AY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES SAMPLING
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED 8Y THE CITY OF ENCINITAS,
TO THE EXTENT
AND DOUBLE PERMIT FEES. IT iS THE RESPDLIS18U1TY OF THE OWNER TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE
1JNDER MY DIRECTION ON 9 -27 -01 AND FOR AN UPDATE ON 10- 13 -04. ONE COMPLETE COPY OF THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT
ANY PLAN CHECK OR
KNOW WHERE HIS /WER PROPERTY LINE IS. "TOE AND TOP OF ALL SLOPES SH ALL BE ROUNDED IN ACCORDANCE WITH THE GRADING THE SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
THE OFFICE OFT CITY ENGINEER. FURTHERMORE, I VE IEWED ES G RA D ING P A
ORDINANCE.. THE HAVE REV IEWED TH ESE LAMS AND -PREPARED BY THE ENGINEER IS NOT A DETERMiNAT10N BY
THE CITY OF ENCINITAS OF THE TECHNICAL '
- CERTIFYI`THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 'SUFFICIENCY OR ADEQUACY OF
THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE -
16. ALL TREES, 'BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SMALL BE IINCORPDRAIED /IN THE G P S AND SPECIFICATIONS AL"
40*4 TO 6SX S'�'P� ItM.►1 , t ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE _
NO CONCENTRATED ORAINRGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 60
� ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED
AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE "
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FiLL y�
$S�1 OQpOFESS/�4 NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
SHALL BE SECURED FROM THE SOILS ENGINEER MID CITY ENGINEER PRIOR TO THE ACE MO: �p W e
VT= NOTE; DISPOSAL OF ANY SUCH MATERIAL. J ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE 3
p --WORK PERFORMED BY THE ENGINEER._
F _..
ALL UTILMES SERVING -TITS SITE SHALL RE INSTA FMS UNDERMOUND. NOTIFICATIONS
EXP. OATE: 3 I o No, 47!!97
.tab i �:�s -ABCD - 639 W.a.11e's,�r, qtr Az Its =sc * * @Y: .. LATE
-- - -_
A. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES t � � �' ----- - - - - -- -----
.----- --- - --
9ORK TO BE DONE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE I OILS �TYI CIVIL. �
IB&UCE A I
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON s
GENERAL 5741 PALMER WAY ME` tfP[Mfo SM Tbb CA4te4tNs11 b+RNt FO
., THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY Am> Pie museas Cats Dsrs4�eM 3 t TAiT
CONSULTING, INC.
tR�e� 6f36.6
MEASURES TO PROTECT ANY EXISTING UTILITIES CARLSBAD, CA, 92008
TIES OR STRUCTURES LOCATED AT �TSrAS = t t � BRUCE A. TAIL _
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
(760) 438 -3155 702 CIVIC CENTER DRIVE j \
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN -_ OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR - - - -- - -• -_
OCEANSIDE, CA 02054 - - -, -- - -- - - - - --
>FC r. bESCRiPTIONc
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO '
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF AITILMES AND NOTiFICATTON OF TELEPHONE NO. (760) 433 - 1166
O
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: CE NO.: C32247
SHALL BE AP BY T HE CIT ENGINEER PR IOR T O AN Y R EQUEST F OR • .-SEWERS - - -CSD -- (760) - 633 -2770 PARCEL A: R XP.-0ATE:�2-
31-136
- - -- -
- - - - - - SOUTHERLY 14.43 - FEET - OF tOT 13 IN -;LOCK � I' - OF - AVOCADO -
$. GAS & ELECTRIC - SDGE - (760)- 438 -6200 - -
ACRES N0.5 IN COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
'RE C. WATER - SAN DIEGUITO WATER DISTRICT -1-800 -227 -2600 E A `
2. THE SOiLS PORT TITLED LIMITED SITE INVESTIGATION, PROPOSED SINGLE -ACCORDING TO THE MAP No. 2130 FILED IN THE OFFICE OF
FAMILY RESIDENCE, 11066 GARDENA ROAD, At 258- 272 - 67-00, ENCI D. TELEPHONE - SBC BELL - (760)- 489 -3411
NITAS, THE RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 19, 1923.
CALIFORNIA ", FOR THIS PROPERTY PREPARED BY CONSULTING COMPANY DATED I- � TV - COX �� -(760) -8QS -9809 X -2233 -5YMR -OESCRIPTtON
- AUAN11TY
OCTOBER 31, 2001, AND UPDATE DATED MAY 30, 2007, SHALL BE CONSIDERED PARCEL B: - -- EXISTING PROPERTY UNE 1 PROJECT
MURDARRY
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE iN 2• CONTRACTOR SHALL NOTIFY THE CiTY ENGINEER'S OFFICE 48 HOURS PRIOR TO
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED iN BEGINNING ANY WORK ON TENS PR - -THE COUNTY OF SA
PROJECT, PHONE: (760)- 633 -2770. LOT FOURTEEN (14), SA N DIEGO, 'T' A TE OF CA OF CA 50 AIRES NO.S, (N EENTERUNE
O, STALIFORNIA, --
-_
_SAID REPORT. _ -__ . -- _. _ - - .......- ACCORDING TO THE MAP THEREOF No. 2130 FILED IN THE
"���" - _EASf1AE11TtliE
3. THE CONTRACTOR Si1Att GIVE 24 HOURS NOTICE ON CALLS POR *SP €CTION. PHONE:
-' :OFFICE OF THE RECORDER OF SAN DIEGO COUNTY, SEPTEMBER EXISTING OVERHEAD LINE
- - 760 - 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, ( ) 19,.1928.. -V COSTING WATER LINE
- SUBJECT TO REJECTION AND
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN - - -- _- - - - _- -- __- - - - -- - --
- -- - - - _ - - - - -- --
'STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL. NIN h -11 _ �S COSTING SELLER
LI
BE REQUIRED IN CONJUNCTION WITH MAPROVEMENT PLANS. _ -- -^-^ -G WASV" GS WIE
r 4. WRITTEN PERMISSION SHALL BE _OBTAINED FOR ANY OFFSITE - -- _- -- -- is b WGJM WATER '9191%=17 MOM 2 N0. 04 D ER 2, APPROVE6 AS
PER PC REC COS CURB
L'RADING. - - -- - - - X006 -52 ON NOVEMBER 2. 2006. -- - - %
-- -- _ - -- 0RECD(XL OF SURFACE flDlll
i. REVIEW OF THiS PLAN iIRY SAN 13iTUITO WATER DISTRICT DOES NOT CONSTITUTE A
E. CON IRACTQR SHALL TARE ANY NECESSARY PRILCAU11ONS REQUIRED TO REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NrONEXtSTENiCE
!- ^"-�22 COSTING ICI TOUR
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
- ni my OF w'u.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION Hamm 11IIIEW TPOT ILm11aN e
TM OF Neu
'EXISTING PRIOR TO GRADING. 2. ALL EXISTING FACTLTITES WHICH MAY AFFECT THE FINAL Di'SIGN I.E. LINE CROSSINGS, LINE
OWNER LYAI[E 611E ADDRESS
199.2 EXISTING SPOT ELEVATION
_ PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED 4
RED POINT HOMES INC. 1066 GARDENA ROAD
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT
W MIN WAYM LINE ,>
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED ND PLANS ELECTRICAL ECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION 650
BOARDWALK SUITE 303 ENCINITAS, CALIFORNIA SM R EPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND_. BY SAN DIEGUITO WATER DISTRICT.
x207$ ARNc258 -272 -67-00 ""� S COST 1iCP SEWER AND MANHOLE
iSURVEYOR, ( 1 S PROPOSED 4 SEWER LATERAL WITH CLEANOUT 4 EA
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST T4 GRADE ANY f/OetT FK MIDRANT } 3
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED _ -
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO
WATER DINNER'S f FERMITTEE STATEMENT ><- t< 1EXISTIN FEN==
TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. IAWlS AND DISTRICT STANDARDS iF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO
m � `
iREGULATIO HISS. CURRENT STANDARDS AT T44E OWNER'S EXPENSE. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) EXi5TIF1G
STREET LRTTT T ,
SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH
E>4S1IMC RETAINING WAIL.
B. GRADING AND EQUIPMENT OPERATING WiTIMN OW-"ALF (1/2) MiLE OF A 4. UTILITIES TO MAINTAIN MINIM t1M 3-FEET SEPARATION WHEN PARALLELING MATER SERVICES.
CHANGES, ALTERATIONS OR ADDTIONS TO THESE PLANS
- -_ WHICH THE DIRECTION OF PUBLIC WORKS DETERMINES N EW MASONRY $ETAIdIIIG W
' -_ - - -- -- "
-- TRUCTURE FOR HUMAN OCCUPANCY SHAH NOT BE CONDUCTED BETWEEN THE - - - - - - - - - - -
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY 5. M1NHtMLIM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FiRE HYDRANTS AND
SAN ARE NECESSARY AND DESIRABLE FOR THE PROPER. - -- -- NEW LOT LIKE
R ECOGNIZED HOLIDAYS. z DIEGUITO GAS AND ELECTRIC VAULTS. COMPLETION OF THE IMPROVEMENTS. _
- -. - IIEMI SETBACK WE
- 9. JIM GR11IM OPERXrFOM SHALL COMMENCE URILL A PRE CRON VEEI iFiG - - 91 MATER SERVICE TO BE CONSTR'LXTED CLEAR OF DRIVEWAYS AM Al 47THM
TRAVELED 493IY5. -X F4JRTMER AGREE TO COMMENCE WORK ON ANTf -
_�ATER LATERAL
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. IMPROVEMENTS SHOWN ON
THESE PUNS WITHIN - ="
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EXISTING PUBUC RIGHT -OF -WAY WITHIN 60 DAYS AFTER �
a LEA - 11E1T DOMES TIL; �
- PERMITTED. THE PRE GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE
IIIEW DUAL WATER TER !ER MS-0 & OC-17 USE ElOST1NG DOMESTIC 41M) p - -'
LEAST 48 HOURS IN ADVANCE BY CALLING 619 633 -2770. - -_ - NING - s - -- -- - - -- - PURSUE SUCK WORK ACTIVELY ON EVERY NORMAL
-- - - - -- -- -- .- - - - - - -- - �► -
ti
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND w w w w m � PRIVATE PRECAST -)RANI IMLET (If X 127 IINLESS S4iOfIIL
GU is EA
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE INDEPENDENT
OF ANY OTHER WORK ASSOCIATED WITH 0 w . _. .
t..:
THIS PROJECT O ER MY CONTROL
� CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO TR AINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL
_ t �/Q� $z0 JTZ6dlC�{ �iQ,4/y 6(/ /�/(f�' $,�7�„(?A�E,f' s4 I�,F
A ND RE APPROVAL FR OM HE CITY ENGINEER FOR THE P OP REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
-
___� EC VE FR 7 N ER R OSED_ _----- _ -_ - -- _ _ _ _.
o ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM BY: :
, s' � � � � � � � � � P�70 �� � � �� iJITN � 6 � �
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WUTH REGARDS IO THE !WATER REQUIREMENTS AND THEIR OWN RESPONS181UT1ES.
It7 R T MIT= PRESIDENT
t7 HAULING OPERATION. _ _ c = _ _ _ _ = B' PVC DRAIN RIPE O t1% MIN. j. ai01
LF
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT i9UT
RED POINT HOMES, INC,. ::::: •: •: •: •:. • LANDSCAPED AREA FOR STORM WATER POLLUTION CONTROL 1 ; 424
S.
650 BOARDWALK SUITE 3Q3 i
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND CONTRACTOR SMALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
--
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
SAN MARCOS. CA 92078
C� PERMIT NO.443 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
"
I THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED ACKERSTONE ANTIQUE ICOBBLE ON'yg3�
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE NO SEEPAGE FROM DUMPSTER SHALL BE DTSCHARGED INTO iS160PtWATER. BEANS/DIKES SHALL
BE 1 114' SAND OVER A Q' CL T AM. 4 =
OF THE CIVIL ENGINE WHO CERTIFIES SUCH GRADING OPERATION. PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE
" f
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. LM. SEE rASTE �� BELDWI.
}
c 12. ALL GRADING ;SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS 1
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE M VfRFn RS WITH LM?ppS SHALL T D PLACED WITHIN STTC AU Y T TRASH IMPERVIOUS MATE IA .
ROOFING OR L MW & � AEA
Y rxTVrt,
- WXCAVATION PLACEMENT AND COMPACTION OF LS AND BACKRLLS AND - T FiMTAL -
- FIL -
.: COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHfCLE F
MS, PI -
-1� PVC PUMP OUTLET PE
AND WILL DETERMINE THE ,SUITABILITY OF ANY FILL MATERIAL. UPON BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
�. ........ .... -
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 08SERVAT10N5 NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
I AND TESTS WERE MADE 13Y HIM OR UNDER HIS SUPERVISION AND THAT IN HiS - 44AZARDQUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL
THE HAZARDOUS E4
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR - -WASTE HOT LINE TOLL FREE AT (800) 714 -1195. fOR INFORMATION ON LANDFILLS AND
TO ORDER
INTENDED LSE. = - - - - 15UMPSTERS CALL EDCO AT (760) 436 -4151, -- - - - -- . - -- '
�IYrJ
13. THE CONTRACC+OR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
I •EMORIAL
" PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL RECEPTACLES AROUND THE SITE.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TA FE Olt ESSIp�,
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
6 yti� A. T�
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED." 5TORM QRAIN RNEET5 ON PE-RVIQUS SURFACES, FAI1H 7c
Ate
0 14. - ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL ST. S No. 32247 CONSULTING,
WC SHALL BE PLACED W ACCORDANCE WITH STANDARD SPECIFICATION. ALL ALL CONSTRUCTION Q1'BRiS SHALL BE KEPT AWAY FRIITvi THE STREET. CUTTER, AM STORTJ6RAiN.
* Exp. 12/31/08 I 702 Civic Center Dnve
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
z R o APR'iQi1E Oceanside, CA 92054
FROM CONSTRUCTION SITE 1C0L 0 PAVERS SHALL 8E A MiX flF BUFF. TANT, ANiD l� CIHL dfi'�r Phone: 760
433-1166
d CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 4
G LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PEWTER. UNDER PORTIONS OF DRIVEWAY WITH
GRADES ON
CA1IF
FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
NATURAL GROUND. THE EXPOSED SOILS SHALL 8F SCARIFIED TO A DEPTH OF PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
tXCESS OF 10%, A BINDER MEETING ACKERSTONE .�
rr 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL - -- - - - - - MAP SPECIFICATIONS SHALL
BE USED IN THE SAND.
13E THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND
COMPACT THE FILL AN - STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT Af40 FiLL SLOPES SMALL OE CUT AND TRIMMED T o FINISH GRADE T o -_ AS- l3vi�-� 'PUBLIC WORKS PLANNING 6r BUILDING PARKS AND
RECREATION SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST �F.�lil1T� -
-- _
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR REVIEWED B+;
EXCAVATION AND EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS - - ` - - = ORJCDP VMW 110.
1 04 -�'2M 'DR/TPM /CDP
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR SAL USE POW 110. - 1 A
I�
-EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED � 7 �I (J f � �� r - TENTATIVE
MAP N0. N/A ■��
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHAH BY: �� �: •�
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STATEMENT OF ENGINEER OF WORK:
RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SOILS ENGINEER'S CERTIFICATE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND THE UNDERSIGNED ENGINEER AGREES THAT THE WORK
PERFORMED BY THE ENGINEER SHALL COMPLY
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE I,_j>�k _IJ _5K*,LL
____ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIF'ORTHAT A PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
ENCINITAS, TO THE EXTENT
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE
UNDER MY DIRECTION ON 9 -27 -01 AND FOR AN UPDATE ON 10- 13 -04. ONE COMPLETE COPY OF THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT
ANY PLAN CHECK OR
HER PROPERTY LINE IS. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING THE SOILS REPORT COMPILED FROM THIS
STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
KNOW WHERE HIS/HER ORDINANCE. THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY*THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPO T FOR THIS PROJECT HAVE BEEN PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
DRAINAGE NOTE: VS AND SPECIFICATIONS. AL" Tp QiL k SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
DOES NOT RELIEVE THE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE INCORPORATED THE GRADD M~ -1 �► 6 � s.} � ENGINEER OF
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED SIGNED:__ ___ -__ ________ __ _____ ___ AGENTS. AND
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FORA MIN. OF 5 FEET AT APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
LA1 fs S-1 OQ�t,fE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. l
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE RCE NO.:_______ - _e� W Sa E' ACTING WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
. DISPOSAL OF ANY SUCH MATERIAL.
UTIIITY NOTE EXP. DATE:- - - -1?= 314SZ Q WORK PERFORMED BY THE ENGINEER.
l ----------------------
H. NOTIFICATIONS No. RCE 47887 �i
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. JOB :06 -ABCD - GsS W.*. * 4A AI AZjAS v' Exp. * BY: DATE:
- � /L Og
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
`r �' 1►� A.
WORK TO BE DONE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 7r
GEOSOILS INC. �� �"~f
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON +�- Its nfWsNEo _~ 1'1�! ���A�iF
BRUCE
5741 PALMER WAY ego AbK>Kt�f C� bw4wotopo 3 cw�� TAIT CONSULTING, INC.
A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY AtT>
CARLSBAD, CA, 92008 FpF C CAVIL T IT
BRUCE A. TAIT
(780) 438 -3155 C IDE, CA 92054 CIVIC CENTER DRIVE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT �r a�ll� .;
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING O
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE O
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TELEPHONE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
LEGAL DESCRIPTION: TELEPHONE N0. (760) 433 -1166
RCE NO.: : 2
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: -3
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR - - 760 PARCEL A: " EXP. DATE: 12 -31 -06
SHALL A. SEWERS CSD - 633 -2770 ( )
INSPECTION. B. GAS do ELECTRIC - SDGE - (760)- 438 -6200 SOUTHERLY 14.43 FEET OF LOT 13 IN BLOCK I OF AVOCADO
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 ACRES N0.5 IN COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, LE�W
N
2. THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION, PROPOSED SINGLE TELEPHONE - SBC BELL - (760 - 489 -3411 ACCORDING TO THE MAP No.
2130 FILED IN THE OFFICE OF
D.
FAMILY RESIDENCE, 1066 GARDENA ROAD, APN 258 - 272- 67 -00, ENCINITAS, ) THE RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 19, 1923.
SYMBOL DESCRIPTION QUANTITY
CALIFORNIA ", FOR THIS PROPERTY PREPARED BY CONSULTING COMPANY DATED E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
PROJECT BOUNDARY
OCTOBER 31, 2001, AND UPDATE DATED MAY 30, 2007, SHALL BE CONSIDERED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO PARCEL
B: " I „ OF AVOCADO ACRES N0.5, IN EXISIIMIG PROPERTY LJNE /
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. LOT FOURTEEN (14),
BLOCK EASEMENT THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, - - - - - - - - ASEIA
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN ENT LINE
ACCORDING TO THE MAP THEREOF No. 2130 FILED IN THE
SAID REPORT.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: OFFICE OF THE RECORDER OF SAN DIEGO COUNTY, SEPTEMBER UH
EXIS1NrG OVERHEAD LINE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE 19,
1928. W EXS71ING WATER UNE
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN SUBJECT TO REJECTION AND
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL REMOVAL. ZONING R -11 S EXST EXISTING SEA lNr1E
G ING GAS LINE
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
CASE N0. 04 -259 DR /TPM /CDP APPROVED AS PER PC REC EMS71ING CURB
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE SAN DIEGUITO WATER DISTRICT NOTES: 2006 -52 ON NOVEMBER 2, 2006. _1E
DIRECTKkI OF SURFACE FLOW
GRADING.
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A -- - 22 EXISTING CONTOUR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NONEXISTENCE
WL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
NEW SPOT ELEVATION
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION �t
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE 199.2 EXiS11 10N
RED P NG SPOT ELEVAl
EXISTING PRIOR TO GRADING.
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED NAME SITE ADDRESS: x
UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT RED POINT HOMES INC. 1066 GARDENA ROAD
W EXISTING WATER LIME
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION 950
BOARDWALK SUITE 303 ENCINITAS, CALIFORNIA � - S EXIST VCP SEAR AND MANHOLE WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND
BY SAN DIEGUITO WATER DISTRICT. SAN MARCOS, CA 92078 APN:258- 272 -67 -00
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
S PROPOSED 4" SEWER LATERAL WITH CLEANOUT 4 EA
SURVEYOR.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY Boa EXIST FIRE HYDRANT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED OWNER'S I P ERMITTEE STATEMENT X X EXISTING FENCE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO
WATER
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO
♦- E)QSTNiG STREET LIGHT
REGULATIONS. CURRENT STANDARDS AT THE OWNER'S EXPENSE. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH ENSTIING RETAMMNG WALL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES.
CHANGES, ALTERATIONS OR ADDTIONS TO THESE PLANS
WHICH THE DIRECTION OF PUBLIC WORKS DETERMINES �-�� -- NEW MASONRY RETAMrN�IG WALL
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN ARE NECESSARY AND DESIRABLE FOR THE PROPER NEW LOT LINE
RECOGNIZED HOLIDAYS. DIEGUITO GAS AND ELECTRIC VAULTS. COMPLETION OF THE IMPROVEMENTS. _ _ _ _ _
NEW SETBACK LINE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS. I FURTHER AGREE TO COMMENCE WORK ON ANY WATER LATERAL
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN - NEW DOMESM
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE C NEW DUAL WATER METER PER WS -09 WC -17 USE
E)QS161G DOM METER)
PERMITTED. THE PRE GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT -NEW FEE
PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. T NING
RA - - - - -
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND PRIVATE PRECAST DRAIN NiIET (12' X 1Y) UNIESS SHOWN OTHERWISE
18 EA
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE INDEPENDENT
OF ANY OTHER WORK ASSOCIATED WITH
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL THIS
PROJECT 0 ER MY ONTROL. 4 1/4" PRECAST POLYESTER POLYMER CONCRETE TRENCH
(POLYCAST MANI�ACT161ER) 400 MN�MMUM DEPTH 4.5" 64 LF
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
- - - - - - - - - SAS IIINA
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM
- - - - - 3" PVC DRAIN PIPE • *l X MON.
TO THE WATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. BY: - - - - - - - - S LF
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS BR MITC PRESIDENT - - -
6" PVC DRAIN PIPE • t1>< VAIN. 30 LF
HAULING OPERATION. WASTE MANAGE RED POINT HOMES, INC.,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED 950 BOARDWALK SUITE 303 LANDSCAPED
AREA FOR STMT WATER POLLU110l1 CONTROL 1424 S.Q
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND SAN MARCOS, CA 92078
ED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
AS GRAD
PERMIT ED CERTIFICATION
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
ACKERSTONE ANTIQUE KOBBLE ON 3.435 S.Q
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED
FOLLOWED BY THE DATE AND SIGNATURE NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE ,;'>;:
-" ; ` 1 1 /4" SAND OVER A 6" CL 2 A.B.
PLAN". THIS STATEMENT SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE
SEE ACKERSTONE NOTE BELOW.
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. HOW LN•
DUMPSTERS WITHOUT LIDS S 1 4 EA
HALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS sA►I TANK, PUMP do INLET
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. REY
C14110EM CT. -�
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND E ST. �
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, 1-1/2" PVC PUMP OUTLET PIPE
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
�
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR WASTE HOT LINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER �
&
INTENDED USE. DUMPSTERS CALL EDCO AT (760) 436 -4151. IE scRIPPs
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
� A
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL RECEPTACLES AROUND THE SITE.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SMITH FE DR ESSiq
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
SMTA 5 A. r
EROSION OF FRESHLY Y GRADED AREA S UNTIL SUCH TIME AS PERMANENT CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STORM DRAIN INLETS ON PERVIOUS SURFACES. F�1H
M S .
� No. 32247 CONSULTING, INC
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. ♦c Exp. 702 Civic
Canter Drive
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE J ACXXRSTONE ANTIQUE KOBBLE r PPhone:7660-
CA 433 -1�
FROM CONSTRUCTION SITE COLOR OF PAVERS SHALL BE A MIX OF BUFF, TAN AND F
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. CALM
� PEWTER. UNDER PORTIONS OF DRIVEWAY WITH GRADES IN
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
EXCESS OF 107.
( ) _
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT 760 633 -2770.
, A BINDER MEETING ACKERSTONE
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL MAP SPECIFICATIONS SHALL BE USED IN THE
SAND. .
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND
d COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
ti WOWS PLANNING & BUILDING PAM AND �AT10N SAN DIEGUIT WATER DI8T. �A8 FMS PROTECTION DOT. PERMITS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR
OR/COr rEl•ff IID. 44 - 259 /TPM /CDP
EXCAVATION AND EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 8>t�� Im POW Np, NSA
CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR
I _ � z / /� /' / ' oa / L/*/ /�'� I I lEl�fffA1NE kW No. N/A
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED /� r I 1
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
cY
K. DAM 0m. DOW- FOR Z �� DAM DAM
BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. � •
Q REVISIONS APPROVED DATE REFERENCES DATE MAW SPECIAL" D�Twr APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES
DEPARTMENT DRAWING NO.
PT. NO. 1035 NAME ENC -35 STAMPED ENC -34 PLANS PREPARED UNDER SUPERVISION F RECOMMENDE AP E GRADING PLAN FOR:
Z DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC. RM POW - � ROAD 443 -G
C1
LOCATION: IN THE WEST END OF A 1'X5' THE NORTHERLY HORIZONTAL: DATE / � �•
t1 A FE ROAD. VERTI
HEADWALL FOR A PIPE UNDER A DRIVEWAY ON `s� 32247 CITM R COMA R� $
A IPE UTA DRIVE 225 FEET R.C.E. No.: CS �E 52176 APN 258 - 272 -67 -00
TEE WEST SIDE OF
W IDDLE OF SANTA OF THE M EXP.11 - F
ELEVATION: 7A2,77 DATUM: ANT BRUCE A. TAJT EXP. 1212 DATE. 2 / l / G 8 DATE: PLANNING CASE NO: 04 259
OR /CDP SHEET 1 0 6
f
211 ,0
LD
1
I �
3
1 Cl 214, E Exls G OVERHEAD u TY ENVIRONMENTAL DATA
r U D R GROUNDING
I 1� IVI 11 8 00 II 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 7.1:1
I x n APN 258 - 272 -56 3 2) MAXIMUM VERTICAL DEPTH OF CUT = 10'
x I I 0 3) MAXIMUM VERTICAL DEPTH OF FILL = 4'
1 z 4) AVERAGE DEPTH OF CUT = 2,300 C.Y./13,262 S.F. x 27 = 4.68 FT
02 I n E TIN 1 vEwA 5) AVERAGE DEPTH OF FILL = 400 C.Y./7,360 S.F. x 27 =
1.5 FT
x I N
I 3 EARTHWORK:
I 1 CUT = 2,300 C.Y. FILL = 400 C.Y.
2 0 � 2 215,8 ° NET = 1,900 C.Y. (STOCKPILE FOR BASEMENT WALL BACKFILL)
x DEMOLISH AND REMOVE EXISTING 1 1/ " HP REMEDIAL =1,100 C.Y. (3' REMOVAL AND RECOMPACT UNDER
AND 5' OUTSIDE OF PAVED AREAS)
IST. 10' C 1 2 5 ,41 0 EXISTIN 37 RETAINING WALL x I GAS LINE 3
WER EASE } 211 , 1 ° _ S OVE
4 5�72 U RGROUND
1 1 207 N89'57'34 "E 0 x LITY S 3 ALL THE WORK PROPOSED ON THIS PLANS IS ENTIRELY WITHIN
THE APPLICANT'S
C
Exls . 5 PUBLIC SEIII�R 1 7 7 PROPERTY. IF ANY DISTRURBANCE TO ADJACENT PROPOERTIES IS ANTICIPATED
AS
ASEMENT PER 1 _
5 BK 7659 P.599 O.R. I o I A RESULT OF PROPOSED WORK, OR AT THE DISCRETION OF THE CITY
FIELD C
1 1 � - -- - - - - - -- - - - - - -- - - -_\\\ ;2 �\ -- -- E ISTING RB do GU R INSPECTOR A
WRITTEN LETTER OF PERMISSION FROM ADJACENT PROPERTY OWNER
_ _ _ _ ' MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH
w Ac WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT
/ ,,
0 DAYLIGHT \ �`�� I C I
A BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
I 0 6 6 �., . GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
I f X i �_ 2 0 ° 3 x REQUIRED PERMISSION IS OBTAINED.
I I 59 x � I O e -
0 C ❑ N d a x Sx of AM REMOVE
APN 25,86 - 2772 - 69 1 I I / - - \` I �� � O ° EXIS RETAINING
t I i I
PR OPOSED BASEMENT �- t i WALLS
I 1 I I Cu "9� 215 , E XIS F
202, I I i t i I �� i x D PARCEL 1 SINGLE FAMILY PLAN 2A
Mou REMOVE C N C PARCEL 2 SINGLE FAMILY PLAN 2B
EIS BU NGS
I I �
I I N PARCEL 1 PROPOSED 8 = 3
1 I I I BASEMENT FFE 200.63 I PARCEL 3 DUPLEX
I I � PAD 199.96 1 r � r EXIS G WATER METER
21 .7
1 1 I I W A BERM
3
I I
2063 /' 1
I I I 20 1 co
e l7 N
I I DEMOLISH AND ` af � A
1 i I REMOVE EXISTING-
2 0 2 4 ( PROPOSED BASEMEN BUILDING AND ALL a N EXIS 6 "0 WATER NEW EXIST.
I
I APN 258-- 27'2 - 67' APPURTENANCES a I '1 w < MAIN R WO -62 -18
5% � � O � APPROX. EXISTING
8.0 EDGE OF PAVEMENT
rn I \ 1 \\
c PARCEL 2 I I I N I° a i� 3
DEDICATION
1 0 \ BASEMENT FFE 200.03 I a I I= Cu a cu P? ° EXISING 40' ROW
pal
3 PAD 199.36 ���� t
1 I I I I 1 XISTiN E OF ®AVIN
1 \I
EXIS 8" i VCP SEWER LINE 1 I I I I C I� I 2 0 I% 1 3 C❑ N C
DWG. NO. 314 -1683 1 I I x I I I V I 214 2 4 1
x 1 I ( 205,6 1 206,6 I �� 1 ' x 6" RISE FLOW LMIE FEATHER TO PROVIDE
203 , 81 1 1 I I �� -- = 21 , SMOOTH TRANSITION
02 1 , I I \� C 3 5
X _ I I i l �- \ z x GRASS -CRETE �` fs'S�
I
\W A ON INSTALLATION
2 0 2 3 i 13.971 a �' I o O x ENSURE 1" - 1 1/2" -- PROPOSED 4" \ , �E XIISTW
AC. PAVEMENT
PLANTING BASE FOR AC. PAVEMENT
Ile I I 1 / N \ �4 I a N D ui 3 GRASS OR TURF V) w
1 1 I I I 1 I 9.6 x Q '9MP LANDSCAPING x16 PCC CURB
LEXIS 8"i WATER
W TMO ° CITY � 6" OF CLASS N BASE G A R D E N A R D
EXIST. 5' PUBLI SEWER
EASEMENT R I 1 I I PROPOSED BASEk" T- NOT M SCALE a.-)
BK.7659 P.59 O.R. I I I I 2 0 6, 6 0 6 DEMOLISH RE RE11Y*= WATER METER LOCATION
/ EXISTING RET 217,0
1 1 2 0 5, 1 2 TYP. / x WALLS x
1 1 = I I TEMPORARY 2:1 SLOPES 1 x
T 1 I I AND SOUTH SLOPES I I 16.1% 5% y {°
1 I LL RE(W SNORING
I I ( I
DURING BASEMENT 1 TEMPORARY SCALE 21 Cl
I I ( CONSTRUCTION. A SHORING I ; I
I I 1 PLAN MU BE PROVIDED IN 0
SHORING o�
PE
I 1
LO
I 1 1 I OP D 48 ROW x
1 1 PEMOVE EXISTING CITRUS 09
x I PROPOSED BASE N 0 6 , 6 IT TREES (4 EA.) 1 i x , ° EX T. 40' ROW
11 , 6 PARC
202,8 I 1 1 I PARCEL x 1 a n 5 13,5 3 x
1 I BASEME FFE 199.33
LL
I I I PAD 1 — _
° � x
1 - -- F 1 215,0
205,6 — - - - - -- w, � PROP 8
OW D
�' EDICATION 3 WIND
APN 258 -27' I 1 N o x
/ J E S 28 20' DISTRICT TO INSTALL 1" WATER SERVICE W/ DUAL METERS PER WAS WS -09 &
1 ^ m O WC -17 AT OWNERS EXPENSE, REMOVE EXISTING WATER LATERAL AT PARCEL 2.
VE 24 "0 / x
( 2129 ASPH
1 I I TREE
20310 1 - -- -- - - - - -- — — - - - - - -� 4%
NEW USH
. — ...— ...�... —.. ....... < —... L
1
X_
N 9'S 19 W 14 . 7
I xl 203,0 \�� 210.8 3
BE EXISTING 0 AD
1 I
TEMPORARY LINED DITCH OR 6" P UTUTY UNDER
n
200,5 —_ x EXIS G EDGE OF P NG A
z x I I x , �,
n I x 203,5 o ni x No 32247 CONSULTING, INC.
1 3 , 2 * * 702 Civic Center Drive
V 2 0 6, 2 3 DENSE T E xp. 12L�tLQt Oceanside, CA 92054
CIVI Phone: 760-433-1166
I I
OF CAUf
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I
TAS ENGINEERING DEPARTMENT DRAWING NO.
PT. NO 1035 NAME ENC -35 STAMPED ENC -34 PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED' APPRPV GRADING PLAN FOR
DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC. HORIZONTAL AS SHOWN DATE: ! l BY: BY: (ROUGH
GRADING) 443 -G
LOCATION: IN THE (NEST END OF A 1'X5' THE NORTHERLY � .�
HEADWALL FOR A PIPE UNDER A DRIVEWAY ON "'t PETER COTA- ROBLES RED POINT H 0 M E S— G A R D E N A
ROAD
THE WEST SIDE OF BONITA DRIVE 225 FEET VERTICAL AS SHOWN R.C.E. NO. 32247 CITY ENGINEER, RCE 52176
NORTH OF THE MIDDLE OF SANTA FE ROAD. BRUCE A. TAIT EXP. 12 -31-08 EXP.12 /31/06 APN 258 - 272 -67
-00
ELEVATION: 28272 DATUM: NAVD
DATE: z/ O DATE: pfig PLANNING CASE NO: 04 -259 DR /TPM /CDP SHEET 2 OF 6
I x n APN 258 - 272 -65 3
X I I 0 i F DRAINAGE NOTES:
02 S I i I n N I , 1. ALL STORM DRAIN PIPES SHALL BE
x I I 3 (T1 6" PVC UNLESS SHOWN OTHERWISE.
FT]
20& IE X
SET BACK FACE OF WALL 6" FROM PL PROVIDE °
I I 26toF MASONRY � 0 9 , 2 WALL ��,� � GE O TECHNK;AL REPOR � 15 8 � 2. ALL STORM DRAIN PIPES
SHALL HAVE
IT' WALL TYPE A MIN. GRADE OF 19�.
PER SDRSD C -1 '� MASONRY RETAMIMIG WALL TYPE 3 PER SDRSD C -3, C -7 6C C -8 3
T. 1 0 o X I 2 14,5 ROOF DRAIN NOTE:
EA T 0" a 211 1 ° `� + 40
.� a • " SEE SHEET 6 FOR N89 E�� t X s I N ESW9. FOR STORM WATER POLLUTION CONTROL
��• 6 c PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS
REMI To" BACKDRA
� 1 7 Mow ANION 7'
oU T PO I - - - - z _. - _ �, ! : . •:'. A REAS PRIOR TO COLLECTION S AND DISCHARGE
SHALL DISCHARGE ONTO
S - • - _ _ 209.5 Fc t�.'�s A E
•. -� . .. • ; - ' 02 - � 2, 7 10-
� c
T. s' Pueuc c - E ,.• ONTO THE STREET AND /OR INTO THE PUBLIC
EASEMENT PER ' t- '• 2t0 C ❑ N C STORM DRAIN SYSTEM. GRASS AND LANDSCAPE
0 ,8 a'. a (' / 209.
.7659 P.599 o.I�. RETAM�NG WALL L3 AREAS DESIGNATED FOR STORM WATER POLLUTION
'i : :: �` �' BACKDRAari OUTLET r
4' I ��' = • ► : ' INTO AREA DRAIN PARCEL 1 D w DRIVEWAY I CONTROL SHALL NOT BE MODtFIED
1M THOU T A
BOTTOM TANK =193.80 ::1': :•;•:: BASEMENT FFE 200.13 FF REAR 210.39 X14 OF 3 x x PERMIT FROM THE
CITY. A NOTE TO THIS EFFECT
220 (29CF) OR VAUL I AD 199.46 FFGDOOR 210.22
APRON SHALL BE PLACED ON THE GRADING PLAN. C
Ply I ' •� = = '' : `- :• 1ST FLOOR FFE 209.22 "
LD
W TER SCREENq A
APN 258 - 272-89 I C :.
j - : • : :,'.-. (DRAI9IS INTO INLET. SEE
OUTLET BACI F 215 ' X 1 -1 2 "0 PVC DRAIN PIPE
2 0 2 ,9 I I : CHANICAL ENGINEER FOR E 5 PROP OSED : 2 555
A . /
ADDITIONAL SEWER 5 PER P M : ��• .� BASEMENT WALL BACKDRAINS 47. LATER (� FROM PUMP CHAMBER
C
• -• : :•f•
}': < x; l,� (CHECK VALVE OR BACK cl
1 ' d�f' = 3 FLOW PREVENTION
ii 0 t{ I DEVICE SHALL PROVIDED 18
• %'s r • ' PVC
I
__ IS MIN »< � ! IN LINE FROM PUMP
MIN OR
_ - - - - - - - - 1° ? � • �:•' o0 6" SQUARE
2 2090 '�' -:'•= —� 6 "� (MIN.) TRAFFIC
,�•
APPROXIMATE OCA o 2 I c .�, -- = Fc - a F� i '� 8 N 2 2 0 ' S RATED
GRATED INLET CD
I I COVER AREA F WA I I ..�•: PVC � 213 51 FG I ' • ' .' o N ( �' 00 X SOON •.
,.
209. �:-� '• o: N WATER CTS
DETA
' `� ASPH
POLLUTION CON THIS .•.� :•. 6 �!
Y MAIN : • t: ' �� ' - v o LA + 3 NOT TO SCALE
2 0 2, 4 AND No BE " HOU •y X
FROM THE CITY. I • : •f'•: '• APN 258- - 272 -87'
w
I I �' • GARAGE + r } O
EMSTING SS 026 I I • . • :: PARCEL 2 FF REAR 209.90
T .. 194.3 • :t'.t • :. • : • BASEMENT FFE 199.64 FF�OOR 20973 . 3
rn PAD 194.97 t 11tH
{
t NO. 4 -1683 o I ''� -'.� '- ' 1ST FLOOR FFE 208.73 ORI WAY 18
3 209.33 G -14
EXISTING 8" I I ; -w• OUTLET BACKDR IE �3• 9A , .` 4 C ❑ N C /
SEA LINE Aws PTO NdIEL ,� �• 00 6" SQUARE (MIN) OR
PER . N0. 314 -1683 I �• � 3 — '- (
1 'a' .;;• MECHANICAL EN(XNfER FOR ►� .02 RRIM '. 214 6 " 0 (MIN .) TRAFFIC
• BASEMENT WALL BACI=AINS. 7.02 IE i
.}-. {:' X 00 RATED GRATED INLET
4 "0 TRIM =203.10 TT . f . STOEWALK.F
1
112
OF
ANK 9 , •
2152
v �
2 0 �� (29MTANK OR VA I -; "`� -- - - - - -- o �' `�' "�'/ ,� PVC PIPE 3 1 -1 /2 "0 PVC DRAIN
PIPES 18"
SEE SHEET FOR A
—� ' 0 jr jr ' ' x [�
W I F __ _ __
1% MIN _ = = ___ u ° 1 �0� �' '� x FROM PUMP CHAMBER
SCREEN. w I 4 - - - ������J „, , � ���,,,�,������� „��� „����������„ 'L�',��,,,,, .•,:'�' r 1
2 O 2 ,9 X I '` ,,,, ,,,,,,,,,,,,,,, �i �:s� : 5 :�':� I O (CHECK VALVE OR BACK
.,.. „---- f , „�� � ����� ������ �� �������� �3 �: �, + :•� 0 3 FLOW PREVENTION DEVICE DETAIL
B
cam
Ln
a .:�.� -�.. = f� �,, ;.�,_: - y 1 1/'Y W SHALL PROVIDED IN LINE NOT TO SCALE
__ _
DID 2 „ � I ' •t • 1 .. , '� � N `\ T " PVC PIPE =` +: PROPOSED �vATER X FROM PUMP)
.•�'�• �? 'r r l r � ;�`� 0� •, LATERAL 1 +5
: -. -
EXIST. 5 PUBLIC SEAR I I ••'•1;�: _ -- - - -- - J -- - - - - -- FG- E�' ----- _- - - - - -- - 3
c�
EASEMEN ::• : '•- :. - - - - - - - - 8
eK .7659 P. O.R. I I Q 217 , O EDGE OF
5,�
:: + 211,
I DRIVEWAY
:: :f - • = : {• GARAGE Z X
X X 6” SQUARE (MIN) OR
- _: •1' • :• : :• = - OUTLET BACKDRMNS INTO INLET: SEE FF REAR 209.59 `” STA: 1 +40.79 3 6 "0 (MIN.)
TRAFFIC R AT ED TED j , . A A
S °:�.
' 1 1 �. � � 3 i . .
FFSDIM 209.42 OF W * :<
4 INLET I j ' ' = = : ;•-;' CHANICAL ENGINEER FOR GRATED INLET 00
0C OF TANK-193.
I BASEMENT WALL BACKDRAMS. I L
220 GAL f'1! )TANK OR VAUL '- `'• • �' -- DRIVEWAY I r
w/s GPI ► Fc =_s•a SoRSO c -14 I 1-1/2 PVC DRAIN PIPE
w/FILTER SCREEN „
22 ti 3- -
1 'L� 'L�3� Q x
I I
AV FROM PUMP CHAMBER
10, 4 PARCEL 3 = -t=' �' I C (CHECK VALVE OR BACK
a
X I X F� I e :.� B ASEMEN T FFE 1 "' FLOW PREVENTION
,„ 3 x _ DETAIL A
G-1
13 , S DEVICE SHALL PROVIDED NOT TO SCALE
202,6 1ST FLOOR FFE 20x42 GARAGE IN LINE FROM PUMP
I , . •-
REAR STA. 1+ X )
• - • ; FF4DOOR 209.42 (x of DIN ' I 215 0
3” PVC WIDOW WELL DRAINS
I F •; ( ")' (TYPICAL >• F 3 X N 211,3 * EXAMPLE: NDS 9 "X 9" GRATED CATCH
APN 258 - I • ' ,, - X X BASIN WITH LOAD RATING "B”
I SEE SHEET 6 FOR �� .•• : I WA
TER s A:1+ PASSENGER CARS AND LIGHT
l INLET RIM -202.50 BOTTOM I 1 ' .� ^� SECTION C ` Mw %'�`° : •; -'� •4a ASPH
�- I 204.1 �' _ _ 1 1/2” •• +':' t: I 3 212 TRUCKS) SET IN 4 CONCRETE
2 GAL (29W)TAW OR V AUL T I -= 'i1 ±= AR ORE DIVALENT.
W GPM PUMP I �,-� -- -� .-; P PIPE ,
2 0 31, 0 Fc _ _ _ �... r. COLLAR, Q
i �.�.� "��, mod _ u.., -r ti < ��� 1 , ,
w/FILTER SCREEN. 2 - - - - - 1` 7. 7' ' ' x
-- 8
6 I e e - -- 19 145.9' 3 PARCEL 1 SINGLE FAMILY PLAN 2A
203, �� e c A:! 1 8 I X
e
�` PARCEL 2 SINGLE FAMILY PLAN 20
I I RET AINING WALL BACI(DRAM! - - _ - _ �• RETAMINNrG� � DRAIN X 211 � 0
2 0 0 , 5 � I
OUTLET POINT 85 � OF MASONRY RET WALL PER SoRSO C -3, C -7 6C - � � 3 PARCEL 3 DUPLEX
❑ SET BACK F OF WALL 6 PL 1 O
Z X I I WALL x AINS PER cEO co
I
X 203,5 CD �� X
I
20 2 0 (D 2 APN 258 -272 -21 � � NOTE: G -14 DRIVEWAYS ARE MODIFIED AS FOLLOWS:
x ! 1 NO APRON FLARES ARE PROPOSED SINCE THE CURB IS ESS/ A.
206 X 08,7 x I� I 2 DRIVEWAY SLOPES SHALL MATCH PARKWAY SWALE CROSS No. 32247 CONSULTING, INC.
x FLUSH AND THERE IS NO SIDEWALK.
TAIT
X I - X Exp• 12/31/Oe * 702 Civic Center Drive
20 211 5 SECTION AS SHOWN IN TYPICAL GARDENA ROAD CROSS p Oceanside, CA 92054
5 6 ' r C�� Phone: 760 - 433 -1166
I I X `� SECTION ON SHEET 2. ,- _ , s,, �
203 2 OF CAI
0 APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0.
5 ' I
0 10 20
20
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK J SCALE SPECIAL DISTRICT
035 NAME ENC -35 STAMPED ENC -34 PLANS PREPARED UNDER SUPE
1 RVISI N OF RECOMMENDED APP ED GRADING PLAN FOR:
gNITAS BRASS DISC. HORIZONTAL AS SHOWN � (PRECISE GRADING AND DRAINAGE)
DESCRIPTION: SET 2.5" CITY of EN
LOCATION: IN THE WEST END OF A 1'X5' THE NORTHERLY DATE: BY: BY: PETER COTA- ROBLES RED POINT H 0 M E S
— GARDENA ROAD 4 4 3 - G
HEADWALL FOR A PIPE UNDER A DRIVEWAY ON VERTICAL AS SHOWN R.C.E. NO. 32247 CITY ENGINEER, RCE 52176 APN
258- 272 -67 -00
THE WEST SIDE OF BONITA DRIVE 225 FEET EXP.12/ 1 /08
NORTH OF THE MIDDLE OF SANTA FE ROAD. BRUCE A. TAIT EXP. 12 -31 -08 DATE: / of DATE: PLANNING CASE NO:
04 -259 DR /TPM /CDP SHEET 3 OF 6
ELEVATION: 2&272' DATUM: MAVD Y
> 21
E EXIST G O GRHEAD U ITY
UN )ER GR x PIVJ 118 J J >
0 APN 258 - 272-66 6
X E TING VEWAY
202,5
m 3
X I V
I �
I I 2092 2 1 5 8 EXISTING 1 1/ HP
I I X X GAS LINE >
i 2 5, 4i NO 6
AST. 1 o IC I 211 1
WER EA
2 N89'57'34 "E 7 " X >
1 3 7 .97
EASEM NOO 4618 W
EXI T. 5' PUBLIC SEVf R
ENT PER
5 .7659 P.599 0. i — _ - - - - -- — --- - - - - -- -- — -- — -- 8C 6Lf R
,
I ' 1 � \ -- - - -- �- >
T W AC BEN
IN
I DAYLIGHT i `
- -\ I > x goo I II =
I I I /� _ _ _ _�� %, EXIS
APN 258 - 2 72 -' 6 I I PROPOSED BASEMENT ��= r � C.
HYDRAN
g I I � �,. - ., ` � . ' > 215
202.9 L3
PARCEL 1 I PROPOSED 8 = >
I I I I I BASEMENT FFE 200.63 r l
i I I I I PAD 199.96 I � �' I
21�7
, J NEW AC BEN >
I ,
N89'57'34 W / �
0 I / I �� 1 I L7 EXIST 8"• WATER
/ r — - I — — — — — — — -� I .d MAIN' WO -62 -18
I I I
I I I I I = `, I i >
J�
I I I I PROPOSED BASEMEN I l 6� I 5X w
202 , 4 I I I I APN 258- 272 -67' I I I O
STABILIZED CONSTRUCTION ENTRANCE
PARCEL 2 i I I I_ ' N Cu I N ti o _ I 1 EA
o I I \ BASEMENT FFE 200.03 XIS OF c�►VIN
\ I \ PAD 199.36 I I
> C❑ N C SILTATION FENCE
EXISTIN 8" / VCP SEWER LINE I I I I I 2142 286 L.F
R DWG. NO. 314 -1683 I i I I 1 I X
X I I I I I < <� 1
2081 I I I --'_� I 2152
3
2 0 �. 4 � I I I I I '� l_ s_ I —� —� FLOW DLRECTION
I >
- - -- -- --- - - - --�
1 / I �-- f- -- - -- "�_�I y\ NEW A x x
O
202.9 X I ' / ,3��
o
FIBER ROLL
I I I / I 1 I I I x 474 L.F
1 I I _ - - - --- - - - - -- T -- - - - -- -� w c� X
EXIST. 5' SEWER i c i t I I PROPOSED BASEMEN ' I 2 3
EASEMENT R
910659 P.59 O.R. I z I ( 1 1 ( I 217.
X
I TEMPORARY 2:1 I X
5�
SLOPES NORTH AND
I( I I I SO SLOPES MAY I I I >
I II i I
i I R S I TEMPORARY SWALE I I 1 L7
I I I I I CONSTRUCTION
I U?
I I I
(CD) ROW x
I I I I I I \ E T.40 ROW
I I I PROPOSED BASEMEN I > X
I X I I I PARCEL 3 I 1 8% 5 1 13,5
2 ' 6 2 0 2, E 1 1 i BASEMENT FFE 199.33 _
I PAD 198.66 - -_ - - -- I I 1
2150
— DEDICATION > X
— / = I 28' A 20'
APN 258 -272- I I I I I X
�� I I ' �• I > ASPH
2129
�- - - -- - - -� — — 7 2:1 NEW
2031,0 1 /'
------ - - - - -- - - -- - - -- — - - --
X — ` _ N 9'S 19 W 145.97 N891 322 0 E >
1 1 - 2108
x 203,0
_ v
n 2005 1 I x 2 9,1 0 _� ESS,
' DENSE ,2 T
x ca o � � X 13 ��
203 5 '��� TAI T
X 20 206, nI > No. 32247 CONSULTING, INC.
x Exp. 12/31 fM * 702 Civic Center Drive
i
1 Oceanside, CA 92054
10
X 0 ' `rf CIVIL �� Phone: 760 - 433 -1166
206,6 0 10 20 30
I X
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK
SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0.
PT. N0. 1035 NAME ENC -35 STAMPED ENC - 34 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D EROSION CONTROL:
SCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC. HORIZONTAL As SH RED POINT HOMES - G A R D E N
A ROAD 443-G
LOCATION: IN THE WEST END OF A 1'X5' THE NORTHERLY DATE: l BY: BY:
HEADWALL FOR A PIPE UNDER A DRIVEWAY ON 32247 CITY EHgNEER S APN 258
R.C.E. NO. RCE52176
THE WEST SIDE OF BONITA DRIVE 225 FEET VERTICAL AS SHOWN EXP.12/ 1/08
NORTH OF THE MIDDLE OF SANTA FE ROAD. BRUCE A. TAIT EXP. 12 -31 -08 1./ J O PLANNING CASE NO: 04 -259 DR
/ TPM /CDP SHEET 4 OF 6
DATE: DATE: s
ELEVATION: 242.72' DATUM: NAVD M
A
ST 31 POLLUTION CONTROL amp NOTES
RELATIVE TO CONSTRUCTON ACTIVITIES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KRIS JACKSON
AT (801) 641 -9747.
. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT ON SITE. IT IS ILLEGAL TO WASH
MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER
AND THE LIKE INTO THE
1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
WATER CONTRACTOR
ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO FACILITATE SHILL POST A SK.N DESIGNATING THE WASHOUT
LOCATION.
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT.
A STABUZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING
DIRT OFF SITE,
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL
AND /OR
4. THE CONTRACTOR SWILL RESTORE ALL EROSION CONTROL DEVICES CRRUGIITED STEEL PANELS /PLATES.
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CMSTMX110N VEHICLES PARKING, VEHICLE REFUELING,
5. THE CONTRACTOR SWILL INSTALL ADDITIONAL EROSION CONTROL
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
MADE OFF SITE.
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY AIDE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
SLOPED SURFACES ESPECIALLY SHILL BE PROTECTED AGAINST EROSION BY
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIVER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED WEATHER.
GRADING PLAN SHALL BE INCORPORATED HEREON.
WOOD STAKE AT 3 FT. CENTERS DIVERSION DICES SHALL BE CONSTRUCTED TO C HANNEL RUNOFF AROUND
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
�.� THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH 4 BY 4 IN (10 BY 10 CM) THE POSTS j ; �%
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
WORK DAY. TRENCH UPSLOPE FROM AND FIBER ROLL /,�,. �_ RE MOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY LARGE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE ALONG THE LINE OF POSTS. PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY
AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
�;�' f �, ,�' ,` REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40R). SILT AND SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION.
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
�\
/ TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
EROSION CONTROL MUST BE FRONDED FOR ALL EROSIVE SURFACES. PURPOSES.EROSION SHALL BE PREVENTED BY PLANTING
FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST �� �_ PLANT PERMANENT VEGETATION AS SOON AS
POSSIBLE, ONCE EXCAVATION
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS AND GRADING ACTIVITIES ARE COMPLETE.
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, i� 1
AND BONDED FIBER MATRIX.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET
WEATHER.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE . , SEEPAGE
AND SPILLAGE. CONTRACT SHALL STORE THESE E
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF 4 I N 10 CM WHERE THEY WILL STAY DRY OUT OF
T# RAN CONTRACTOR SHALL AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT - "' )
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON - SITE.
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE F�ER ROLL, MISTALLA�T101V
ELIMINATION OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
ASPHALT CONCRETE. AGGREGATE BASE, ETC. STOCKPILES SHALL BE
LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID INTO THE TRENCH. NO SCALE LOCATED AWAY FROM CONCENTRATED
STORMWATER FLOWS AND STORMDRIIN
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
WITH SOIL
REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE 7 STABIUZAnOIN MEASURES AND PROVIDED WITH A
TEMPORARY SEDMMENT
EROSION.
FLOW BARRIER AROUND THE PERIMETER AT ALL TIMES.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE DIRECTION mu�
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONCTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN
THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
FAST - GROWING ANNUAL AND PERENNIAL
CONTROL PURPOSES. EROSION SHALL AL PREVENTED BY PUNTING GRASSES TO SHIELD AND (�(( FILTER FABRIC I� �; ! PUBLIC
RIGHT OF WAY STORMWATER POLLUTION CONTROL REQUIREMENTS. THE BMP NOTES SHALL
,
BIND THE SOIL. �_ -- _ _.- BE AViMLABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWWR(S)
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE PRIIME CONTRACTOR MUST WORM SUBCONTRACTORS
/ j WIRE srANOORM'`wATEREQUIREMENTs AaouT
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
� MIN.
�_ PROVIDE APPROPRIATE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
TRANSITION BETWEEN
WASTE AND UNUSED
� STABILIZED CONSTRUCTION
MIN. ° g o a ° ° o� °° BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
CONSTRUCTM MATERIALS. DUMPING OF UNUSED OR
8 ��00 �° �' WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
-
ON—SITE CONSTRUCTION MATERIAL STORAGE il ! ° ° � ENTRANCE AND PUBLIC 00
PREVENT SEEPAGE AND SPILLAGE. CONTRA THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED'
,, on ° �°
STORED MATERIALS SHALL BE CONTAINED A IN CTOR SHALL STORE DISCHARGED A SECURE PLACE
o CE TO -� I RIGHT OF WAY NO SEEPAGE FROM DUMPSTERS SHALL BE DHARGED INTO STORMWATER.
- BERMS /DIKES SHALL BE PU.ACED AROUND DUMPSTERS TO DIVERT THE
THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. I NATURAL STORM RUNOFF. DUMPSTERS SHRILL
BE CHECKED FREQUENTLY
CONTRACTOR SWILL PROVIDE SECONDARY CONTAINMENT FOR ALL SILT FENCE EXISTING N FOR LEAKS. DUMPSTERS LIDS
SHALL REMAIN CLOSED AT ALL TIMES.
FUEL STORED ON —SITE. NO SCALE GROUND DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH
IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER To AVOID RAIN
CONTACT WITH ANY TRASH MATERIAL.
STAGED CONSTRUCTION ENTRANCE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED
x
PLANTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS
NO SCALE MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AT
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS CALL THE HAZARDOUS WASTE HOTLINE 714E1195.
FOR INFORMATION ON LANDFILLS TO ORDER A DU ( MPSTERS
CULL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS
AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE KEPT IN GOOD WORKING ORDER AND
CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHILL PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMOROWN I(IETS ON PEVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND
CLEW UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
WORK TO Is! DONL SITE,
THE PERMITEE OF THE GRADING SHOWN ON THESE PLANS a STABILIZED CONSTRUCTION ENTRANCE
1 EA m INSTALL SILT FENCING PER DETAIL ON THIS SHEET, CD36 (2). FOR MORE INFORMATION ON STORMWATER POLLUTION
CONTROL
ACKNLOWLEDGES THAT BMPs HAVE BEEN INCORPORATED INTO MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
EFFECTIVELY MI NIMIZE THE POTENTIALLY NEGATIVE IMPACTS OF OF ENCINITAS AT ( 760
THIS PLAN AN WILL IMPLEMENTES AND MAINTAINED r0 ® STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON THIS SHEET. DEPARTMENT,
CITY 633 -2770.
)
- THIS PROJECTS CONSTRUCTION ACTMTIES ON STORMWATER
QUALITY. FURTHER, THAT THE MAINTENANCE OF THE SELECTED SILTATION FENCE ®HAZARDOUS WASTE PER CALTRANS SPEC. CD1 2
)•
- 286 L.F
STORMWATER B�APs SHOWN ON THIS PLAN IS THEIR � SOLID WASTE PER CALTRANS SPEC. CD 13(2)
I RESPONSABIUTY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN
THE BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE CITY
OF ENCINITAS OR OTHERS. ® MATERIALS STORAGE PER CAI-TRANS SPEC. CD 10(2)
—� --� FLOW DIRECTION
m CONCRETE WASTE STORAGE PER CALTRANS SPEC. CD 16 (2)
�,tOf ESS /
® SANITARY /SEPTIC WASTE PER CALTRANS SPEC 17(2) ® A.
FIBER ROLL
® FIBER ROLLS PER DETAIL ON THIS SHEET, SC -5
474 L.F
No. 32247 TAU T
4l Exp. 1 2/31 / * CONSULTING, INC.
sf C IVIC 702 Civic Center Drive
�lF CA0 Phone:7660' -- 4433 -11166
_
Fax: 760 -433 -1017
REVlsiorvs APPROVED DATE REFERENCES DATE BENCH MARK SCALE. SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
Pr. No. 1035 NAME ENC -35 STAMPED ENC - 34 PLANS PREPARED UNDER SUPERVISI ON OF RECOMMENDED APPR D EROSION CONTROL PLAN
FOR:
DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC. HORIZONTAL AS SHORN /� RED POINT 443
—G
DATE: / O BY:
LOCATION: IN THE WEST END OF A 1'X5' THE NORTHERLY BY: GARDENA PETER COTA- ROBLES
HEADWALL FOR A PIPE UNDER A DRIVEWAY ON VERTICAL AS SHOWN 247 CITY O F ENCINITAS TRACT N 0.0
4 - 2 5 9
THE WEST SS R . C . E . R
E OF BOMITA DRIVE 225 FEET CE O. CITY ENGINEER, RCE 52176
NORTH OF THE MIDDLE OF SANTA FE ROAD. 12 -31 -08 EXP.12/ i /Od
VATi DATUM: BRUCE A. TAUT EXP. Z�I / O g PLANNING CASE NO: 04 -25� DR /TPM /CDP
DATE DATE: S SHEET 5 OF 6
4 " 0 LANDSCAPE DRAIN P L
AK INDUSTRIES, INC.
STANDARD 1 1/4"-3 SIMPLEX
SYSTEM WITH HYDROMATIC SHEF30 6"
M1 EFFICIENT PUMP 10' GRASSED OR HOUSE WALL
(OR EQUIVALENT SYSTEM) LANDSCAPED AREA
GRASSED TURF OR I '
GROUND COVER
0.2
3' 1% 208.0 1 ST FLOOR FIFE 208.42
MIN GROUND LEVEL - -� -�-- --
20-6.5
2 COVER FGC�BW
1 1/2" DI o 205.8 B
OUTLET PIPE o
INV IN I Q
6.00 � �� 5' BASEMENT FFE 199.23
HIGH LEVEL ALARM In a-
3" PVC PIPE FROM ° Y 5.50' w
Z CROSS SECTION B
WINDOW WELL DRAINS 0. PUMP ON TYPE 3 RET. WALL L—f
(SET 6.10 ABOVE SOLID 3 PVC ;. :;:: U- 0.90 TYPICAL BMP SWALE BASIN PER RSD C -3
BOTTOM OF TANK) LANDSCAPE 0 UMP OFF
cr_
NOT TO SCALE
DRAIN PIPE '1 In NOTES: SEE DETAIL FOR WALL BACKDRAIN LOCATION
12 MAX. 3 g� BORE PIT TO NO WIDER THAN 5 FEET AND FILL AROUND
BASEMENT WALLS &FOOTINGS SHALL BE
BASE WITH 2 CU /YDS OF CONCRETE TO CREATE DESIGNED TO WITHSTAND LOADS IMPOSED BY
COLLAR. TYPICAL AT EACH TANK. PROPERTY PERIMETER RETAINING WALLS.
TYPICAL PUMP AND WELL /TANK SECTION G -G
�� SECTION C —C
/0' PL �
NOT TO SCALE ti 6 NOT TO SCALE
P �.
B*
110 o
I �
5 3
6 4 EASMENiT
WALL BACKDRAIN PER
I ' 209.7 TW �' 8 '
GEOTECHNICA L REPORT I I EST I
EXISTING i
—� MASONRY RET. PER DETAIL 1 OR 2 I I
HOUSE � ' 1ST FLOOR F � 26' 11801 MOM (Tr.) I
00 FE 209.22 WALL PER PLAN I I
I
L------- .-.------
WALK BACKDRAIN LOCA I I 3
208.5 NOT TO SCALE I I sxondAoa
CN
I
I I I
�o
5 BASEMENT FIFE 199.33 I I V.C.
I I I I
��« �o
V.C.
TYPE 3 RET. WALL I I I FMT FLOOR FIFE 2015.42 45 I
I I
PER RSD C -3 ANTIQUE KOBBLE PAVE (ACKERSTONE INC) I I I I
I ACKERSTONE ANTIQUE KOBBLE COLOR OF PAVERS SHALL BE A MIX OF I I °�'"�+ EsTrNc I
BUFF, TAN, AND PEWTER. UNDER PORTIONS OF DRIVEWAY WITH GRADES i I
NOTES: SEE DETAIL THIS SHEET FOR BACKDRAIN IN EXCESS OF 10 7G, A BINDER MEETING ACKERSTONE SPECIFICATIONS ; ; (
T FE 199.33 I
LOCATION SHALL BE USED IN THE SAND. I I I
I
BASEMENT WALLS & FOOTINGS S HAL L HA BE 16 . 00 ' I ,� I I
DESIGNED TO WITHSTAND LOADS IMPOSED BY
a SEWER LAT • 2%
PROPERTY PERIMETER RETAINING WALLS. .
BEC11ON F—F �ppfESS/
SECTION D — D NOT 6 TO SCALE
CLASS II AB. PER
SOILS REPORT
No 32247 CONSULTING, INC.
SECTION E—E 4 l Exp. 702 Civic Center Drive
Oceanside, CA 92054
NOT TO SCALE sr,� � , E �.� Phone: 760- 433 -1166
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT AWN BY CHE CKED BY APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO.
PT. NO. 1035 NAME ENC -35 STAMPED ENC -34 PLANS PREPARED UNDER SUPERVISI P IN F RECOMMENDED APP GRADING PLAN FOR
DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC. HORIZONTAL AS SHOWN I (PRECISE GRADING AND
DRAINAGE)
DATE: /2 BY: BY: 443 —G
LOCATION: IN THE WEST END OF A 1'X5' THE NORTHERLY ,, • Q
HEADWALL FOR A PIPE UNDER A DRIVEWAY ON `� T PETER COTA- ROBLES RED POINT H 0 M E S— G A R D E N A ROAD
THE WEST SIDE OF BONITA DRIVE 225 FEET VERTICAL AS SHOWN R.C.E. NO. 32247 CITY ENGINEER, RICE 52176
NORTH OF THE MIDDLE OF SANTA FE ROAD. EXP.12/ 1 /06 A P N 258-272-67-00
ELEVATION: - DATUM: �w BRUCE A. TAIT EXP. 12 -31 -08 PLANNING CASE NO: 04 -289 DR /TPM /CDP
DATE DATE SHEET 6 OF 6