2002-7393 G (Plans) i
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GRA DING WORK
TO BE DO t
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1. ALL GRADRNG SHALL BE OBSERVED AND TES TED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. GENERAL
HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND
1. ALL WORK SHALL BE DONE iN ACCORDANCE KITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE WORKS CONSTRUCTION, THE
DESIGN CONSTRUCTION STANDARDS OF THE CiTY OF ENCINiTAS, THE SAN DIEGO AREA
SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS, HE /SHE SHALL STATE THAT REGIONAL STANDARD DRAWINGS,
AND THE LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS AND
OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT, IN HIS/HER OPINION, STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PRIOR TO ANY REQUEST FOR INSPECTION.
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
2. THE SOILS REPORT TITLED. ' PR SOILS INVESTIGATION
2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREPARED BY
BARRY AND ASSOCIATES
PREVENT PONDiNG OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING D ATED: SEPT. 17.21M
SHALL BE CONSIDERED AS A PART OF THIS
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE CONTAINED IN SAID REPORT.
BEEN INSTALLED.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH 3. APPROVAL OF
THIS PLAN GOES NOT APPROVAL OF SIZES, LOCATION AND TYPE OF PERMITS
FACILITIES. NOR OF IMPROVEMENTS
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE WITHIN S T RIGHT-
OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL
BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND 4. WRITTEN
PERMISSION SHALL E OBTAINED FOR ANY OFF -SITE GRAOM.
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,
SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY
PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO PRODUCE SMOOTH SURFACE AND GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
INFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, 6. THE DEVELOPER
SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH iS DISTURBED OR
ROOTS AND OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO DESTROYED SHALL BE REESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED SURVEYOR.
IN ACCORDANCE WITi THE GRADING ORDINANCE.
S, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 7. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY L S A F E INC HE TH SI G, MID
5. ALL TREE
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A � SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. i
LAWS AND REGULATIONS.
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL S. GRADING AND EQUIPMENT
OPERATING WITHIN ONE -HALF (1/2 MILE OF A STRUCTURE FOR HUMAN OMUIPANCY
6. IM AREAS NOTED TO BE CLEARED AND GRUBBED. CONTRACTOR SHALL PROTECT IN PLACE All IRRIGATION. ANY MALL NOT BE CONDUCTED
BETWEEN THE HOURS OF 5:30 P.M. AND :30 A.M. NOR ON SATURDAYS, SUNDAYS AND
CITY RECOGNiZEO HOLIDAYS
DAMAGE TO IRRIGATION SHALL BE REPAIRED AT CONTRACTOR'S COST. \
V' 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL PREGRADtNG MEETING HAS BEEN HELD ONStTE WITH THE
S ITE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER. SOILS ENGINEER, GRADING CONTRACTOR AND
EROSION CONTROL \` +� V PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS
IN ADVANCE BY
CALLING (760) 633 -2770.
i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIC BLEHN AT (760) 634 -P724 (WORK) \
OR (760) 634 -2724 ( HOME) 24 HOURS. n A ! 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE %rI`M N THIS
PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TiMES DURING THE RAINY \\ 7 �l`'\ ` HAUL
ROUTE. TtiE DEVELOPER SHALL COMPLY MATH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER
SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BEE STOCKPILED ON SITE ON OCTOBER 1 AT MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION.
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ^G
0 � 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO F1P1Al riRADiNG APPROVAL
`
i 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODiFi0 WITHOUT THE APPROVAL OF THE ENGINEERING O \ AND /OR FINAL
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING
INSPECTOR. UNDER PERMIT NO. 6788 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING
SHILL � Q PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE FOLLOWED BY
THE DATE
`
4. THE CONTRACTOR L RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION � \� ' ' '1 AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL L�1
S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE \\ ts` NOTIFICATIONS
CITY ENGINEER DUE TO AN WOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARiSE. 2
\� 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY APES AND STRUCTURES OR *M PLANS
G. THE CONTRACTOR BALL E RESPONSIBLE AND SHALL TAW NECESSARY PRECAUTIONS TO PREVENT PUBLIC T �_ WERE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
ESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. EXISTING UTILITIES EXCEPT AS MOWN ON THESE PLANS,
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE
TR
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED V IT IS THE CONTRACTOR'S
RESPONSIBIUTY TO CONTACT THE FOLLOWING OWNER'S OF SAiD UTILITIES OR STRUCTURES
HEREON PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
S. GRADED AREAS AROUND THE ACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE SAN DIEGO GAS ! ELECTRIC
CONCLUSION OF EACH WORK DAY. PACIFIC TELEPHONE 1-800- 422 -4133
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN CABLE TV JJ
WATER: OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -9466
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SEWER: LEUCADU COUNTY
WATER DISTRICT (760) 753 -0155 �° c
SHALL BE REMOVED AFTER EACH RAINFALL
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS P'RFC>It TO ANY WORK ON TENS
M SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL 70 PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES PROJECT. PHONE: (760)
633 -2770.
THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED .. =v
(8076 COVERAGE) PRIOR TO NOVEMBER 15. 3. THE CONTRACTOR MALL GIVE 24 NOTICE ON CAL�.S ' FOR INSPECTION.
PHONE: (760 633 -2770. ALL r1ORiC
IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL E SUBJECT TO REJECTION AND REMOVAL
CALIFORNIA DEPARTMENT OF CONSERVATION.
VICINITY MAP DECLARATION OF RESPONY& E Chi i
EROSION CONTROL PLAN NOTES: }
NO SCALE I HEREBY DECLARE THAT I AM THE ENM4EER OF WORK FOR THIS PROJECT, THAT i WAVE &TWIMSEb RE5POIISRILE
1. PROVIDE VELOCITY CHECK DAMS ON THE DRIVEWAY AT INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS �. THOMAS BROS. GUIDE PAGE 1167 D -3
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL
MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CODE, AND THAT THE DESIGN
IS CONSISTENT WITH CURRENT STANDARDS.
CITY ENGINEER.
1>< TO 309 -Oil ROW OF SANDBAGS AT 100 FOOT INTERVALS I UNDERSTAND THAT THE CHECK OF PROACT DRAWINGS AND SPECIFICATIONS
BY TW CITY OF ENCRWITAS O
3W TO OX - ONE ROW OF SANDBAGS AT 50 FOOT INTERVALS , CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME,
AS ENGINEER Of WORK, OF MY RESPONSIBILITIES FOR
8% OR GREATER - TWO ROWS OF SANDBAGS AT 50 FOOT INTERVALS � PROJECT DESIGN.
i
2 TEMPORARY BERMS SHALL BE CONSTRUCTED AT TOP OF SLOPES TO KEEP DRAINAGE AWAY FROM SLOPES. ACAL ENGINEERING
ARY EROSION CONTROL MEASURES SHALL CONSIST OF ONE ROW OF SANDBAGS , ONE ROW HiGH. PLACED F 990 VALE TERRACE
>DRIVE
3.
AT � ALL UNVEGETATED SLOPES. VISTA, CA 92084 _
760.724,7674
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 8:1 (HORIZONTAL TO VERTICAL) OR STEEPER'
MOTES: f
WHEN THEY ARE: y�oJ N• �0�` ��` �
MNEERS A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. I
PLA WILL NOT E < lESPUNSBLE FOR CIA LIABLE FOR URUtUTI#ORiZfD e. 5 FEET OR MORE IN HEIGHT IN CUT AREAS. UNLESS 'SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION
1. THE ENGNEER PREP ARING THESE RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. NO 3191
DATE:
CHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES TO THESE PLANS MUST E IN WRITING AND MUST Exo 124 4 *
DAVID LOWEN ,�RCE 31915
S. 2 IRRIGATION BE APPROVED BY THE PREPARER OF THESE PLANGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
FOR THE GROWTH OF THE �, ,' Q EXPIRES 12/31/04
HYDROSEED GROWTH. ��`�i j CIV�
2 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE QTY FOR JOB SiTE CONDITiONS � CRIME
DURING THE OOIUftSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 3. AREAS TO BE MYDWYSEEDO SHALL 8E PREPARED
PRIOR TO EDING BY: SOILS ENGINEERS STATEMENT t
INS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT E LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 1. ROUGHENING THE SURFACE TO BE PLANTED
BY ANY OR A COMBINATION OF: A. R. BARRY A REGISTERED CIVIL ENGINEER iN THE STATE CiF CAUFORiVIA, PRINCIPALLY
ARiSING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPU14G AND STUDY OF THE
A. TRACK WALKING SLOPES STEEPER THAN 6:1. SOIL CONDITIgNS PREVALENT WITHIN S SITE WAS MADE BY ME OR UNDER
MY DIRECTION BETWEEN THE DATES
3. CONTRACTOR !04ALL BE RESPONSIBLE VOR LOCATING, MAINTAINING, RELOCATING AND /OR REMOVAL OF EXISTING * . 8. RIPPING AREAS THAT WILL NOT BREAK UP
USING ITEM "A" ABOVE. AND /t Zii ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
UTILITIES, REAL OR ALLEGED, IN THE CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY MY
RE OMM NDATiONS, HA BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE ME-
2 C ONDiTIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: VIEWED THESE GRADING PLANS AND CERTIFY THAT
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FCk
4. CONTRACTS SHALL REPLACE ALL ESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR THIS PROJECT HAVE BEEN
IN ATED IN THE GRADING PLANS AND SPECIFICATIONS.
SUPERIOR. A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
5. THE EXISTENCE OW LOCATION OF UPIDERt UTILITY PIPE AND STRUCTURES SHOAL ON THESE PLA14S B. THEADDITION I � OR AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS TO PROVIDE
Ste PEd3i�
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING A. R. BA Y
TO Q
UTILITIES EXCEPT AS SHOWN ON THESE PLANS: HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE 4. AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY RCE RCE 600119 T R
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT LANDSCAPED OR, FOR AREAS WERE HYDROSEEDiNG
IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED "gyp
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1 -800- 422 - 4133) 46 AND ALL SECURITY RELEASED. 11
100119
HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK - OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS
OF COMMENCEMENT OF WORK. DATE. Z.. 1lli
DEVEL OPER SHALL BE i�'.�OI1519LE 'RIAT ANY M'E NUMENT OR BE MARK WHICH IS DISTUURBED OR BARRY AND A OGATES
s. THE a>� * #
a
P.O.BOX 230348
DESTROYED SHALL E REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO ENCINITAS, CA 92023'
PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED AS 01VIVER CERTIFICATE (760)
753 -9940
REQUIRED BY THE LAND SURVEYORS ACT. I (WE) HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WALL BE REATARNED
TO IM IA
7. CONVAC" *.L MAKE EXPLORATION EXCAVATIONS 8: LOCATE EXISTINIC UNDERGROUNNO FACILITIES SUFFICIENTLY SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
ON THE COMPACTION AND STABILITY OF THE SITE. �y�e�y STEEPEST EXISTING NATURAL SLOPE ON SITE: 3D7[
���
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LEGAL �iCJVI[Ir' I
IVi�1:
LOCATION OF EXISTING FACILITIES.
• LOTS 15 L 16, BLK 58, TR 133 MAXIMUM vERTiCAL DEPTH OF CUT: as
4 e. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE BY FIELD a 61 a 00� APN 260
- 403 -10 & 11
2 : ASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. DATE: 0 .11 ACRES GROSS IL NET
MAXIMUM MLR'RCAL FIEiQiT OF FILL' &W ME SIGNA119RE
!. TENORS EXCAVATION FOR THiS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. ERIC BLEHM AVERAGE DEPTH
E CUT:
2270 OXFORD AVENUE .865 3;2
ENCINITAS, CA 92007 AVEitAGE HEMHT OF FLL-
M CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON (760) 634 -2724
AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3 +i
�l SAN DIEGUITO WATER DISTRICT ENCiNITAS FIRE DEPARTMENT CARDIFF SANITATION DISTRICT COMMUNITY DEVELOPMENT DEPARTMENT
g
T: 45! C.Y. O REVIEWED BY: REVIEWED BY: RE BY:
Y.
o "'
TOTAL FILL: 32 C. Y. 7g Flo. 319' 7 ° E
TOTAL EXPORT: 424 C.Y. n2-- -� q -, aZ- 0 9-26-02.
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE DATE DATE DATE N
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT sDL SD APPROVALS _ CITY F E
CINITAS ENGINEERING SERVICES DE PARTMENT DRAWING N Fl=
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APP ED GRADING PLANS FOR:
MANHOLE 0MH/N1- INVERT ELEVATION oll. - � ( - -W q ft ^ R
IN ALLEY NEAR W'LY CORNER LOT 13, BU( 28 HORIZONTAL DATE BY: BY: IRLEM,
INVERT ELEV. 106.64, DATUM: MSL 11 L `-� j
ER
VERTICAL R.C.E. NO. DATE: DATE: G
E EXP CiTY OF EN CiNITAS P. C. 01 -080. rSHEET 1 OF 2
LOWEN WORK PROJECT NO. 01 -195
`''
END TRANSITION OF GRADING
OUT OF PAVED SWALE — + \— ELEVs 142.4
EDGE OF EXISTING
AC PAVING
/
/
211 FILL /
HYDRO ED SLOPE O
\ 1
, \, o
W 2. `� \
=4 \
AVLIT W LAA A
0 IB B AL
\
1•-Q �1v =. /'\ \ \ ��. FS =42.0 \ ✓
BW =26.4
' PVC DRAIN
TG =30.0 APPROX. LOCATION OF 8' SEWER LINE
\ 1 \ \ \
F — \ FL-25.5
1
FG=
W 6.0 \\ ` 1 1 1
1 FS 8 1 1 F 4. \\ xo
1 1 .1
\\ R F.F.EUP136.0 \ , w YD w� 150 1S0
\ \ \ LOWEE F.F.EL. 127.0 _ \
\ \ \ PAD EL. =126.5 r \
1 w
AN
EXISTING P12241 ✓!
ROTECT IN LACE 140 L 140
\ \\ \ \ \ FGA26.5 \ `\ TE 3.5' = 1 1 W- 9.
4' PVC DRAIN \ ✓ \ VER�f. CU
FL =19.8 \ \ N \ \ \ 1 PLANTABLE
\ \ r Al' PV; DRAINS RIB WALL G. IRAN ITION OF GRADING
G \� TG2.0 a 0.3611 \ 2 0 INTO PAVED SWALE - + \- ELEV 144.4
B IE FL= 5.5
J F.F.EL.T122.5 `\ \ 1 TW= 130 130
EL.F122.0 \ 1 DAYLITE WALL
'fib \ 0 +00 0 +20 0 +40
EDGE EXISTING ` \\ `\ T 3.5' �` = 1 �• SECTION 'A — A'
AC P VING r \ \ VER CUTI
\ 1 � =26.5 HORIZ. SCALE 1' 10'
10'
�� VERT. SCALES 1' =
\
APPROX. LOCATION OF WATER LINE
1
�"� : •• ; tip- \ \ 1
APPROX. LOCATION OF GAS LINE
l
C D VEWAY / 1 \
APPROX. LOCATION OF SEWER LATERAL , 1 1 1 TW=
\ B —25,7
APPROX. LOCATION OF 8' SEWER LII6£
I �
LEGEND
PROPERTY LINE PROPOSED
WATER METER 4' PVC DRAIN
CENTERLINE EASEMENT - -- FL-20.9
EXISTING CONTOUR
SWAtE t DIRECTION OF FLOW I
2:1 CUT SLOPE :1 C
2:1 FILL SLOPE 15' ALLEY PER TRACT MAP 1334
PAD ELEVATION PAD ELEV: 364.0
FINISH FLOOR ELEVATION FF E". 364.67 $ a
DAYUTE LINE Fes_ SCALES 1' 10'
t�
SANDBAGS CDCD= 2 12 fi
FLOIMLINE SWALE
12' ORIGINAL 6' PAD
EXISTING EDGE OF PAVEMENT T- --.r -- GROUND
PROPOSED PCC IDRP"AY
PROPOSED RETAINING WALL (PER I C90 POLICY 222) 1 `
EARTHEN BERM DETAIL
INDICATES GRASS OR LANDSCAPED STOW VATFR CLEANSING �E NO SCALE _
AREA TO BE PRIV%TI =LY MAINTAINED AND NOT MODIFIED WTHOUT EARTHEN BROW DITCH DETAIL g
NO SCALE
OBTAINING A PERMIT FROM THE CITY OF ENC:INITAS.
No. 3191
z
PROPOSED RETAINING WALL (PER ICBO EVALUATION ER -5515) Gip 16i1�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT SDI SDL APPROVALS CITY O F
ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0.
PLANS PREP R€ UNDER SUPERVISION OF RECOMMENDED AP VE GRADING PLANS FOR:
MItNF10LE OMHI/11 INVERT ELEVATION = � DATE BY: 8Y:
- 93 -GR
IN ALLEY NEAR Vf LY CORNER LOT 13, 8 l"
2S HORIZONTAL B LE H M RESIDENCE
INVERT ELEV: 106.64, DATUM: MSL
R.C.E. N0. 1 1 DATE: I Q 4 # 1 DATE: 0
VERTICAL EN6 EXP m4 CITY OF ENCiNITAS P. C. 01 -080. SHEET 2 OF 2
9
LOWEN WORK PROJECT NO. 01 -195