2003-7919 G (Plans) FGR D NOTES NOTIFICATIONS HYDROSEED NOTES OWNER'S CERTIFICATE LEGAL DESCRIPTION
THE LAND REFERRED TO IN THIS REPORT IS LOTS 3 6 4, BLOCK 42.
LL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
MAP NO. 1334
THE STANDARD SPECIFICATIONS FOP PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A IT IS AGREED THAT FIELD CONDITIONS
MAY REQUIRE CHANGES TO
F�LJCTION! THE DESIGN CONSTRUCTION STANDARDS OF THE 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED THESE PLPLANS.
CONST
CITY R ENCINITAS AND THE SAN DIEGO A ST REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AAE' A.P.N.: 260 413 - 26
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM a. THREE FEET OR MORE IN FILL AREAS. IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLC HOWEVER b. 5 FEET OA MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR SITE ADDRESS
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 525 LIVERPOOL DR
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CHARACTER OF THE MATERIAL AS APPROVED BY THE ARE NECESSARY FOR AND
DESIRABLE FOR THE PROPER COMPLETION OF CARDIFF, CA 92007
LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS CITY ENGINEER. THE IMPROVEMENTS.
2. THE SOILS REPORT TITLED " PRELIMINARY GEOTECI-A'VICAL
INVESTIGATION -525 LIVERPOOL DRIVE APN S 260- 413 -24 RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 2. IRRIGATION SHALL MAINTAIN
THE MOISTURE LEVEL OF THE SOIL OW�TER/PE E
260- 413 -25, AND 260- 413-26 CITY OF ENCINITAS, SAN CONTACT THE FOLLOWING OhNNERLS OF SAID UTILITIES OR AT THE OPTIMUM LEVEL FOR THE GROWTH
OF THE HYDROSEEDED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
DIEGO COUNTY, CALIFORNIA PREPARED BY GEOSOILS INC.. 6 STRUCTURES PRIOR TO ANY EXCAVATION; FOR VERIFICATION AND GROWTH. GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE
DATED MAY 31, 2002 6 UPDATE LETTER DATED BY GEOSOILS INC., LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMEN OF
DATED XULY23 2003 SHALL BE CONSIDERED AS PART wow. 3. HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING: OVER ALL GRADING
ACTIVITY AND ADVISE OF THE COMPACTION MA BOX 1149
OF THIS GAADM PLAN. ALL GRADING SHALL BE DONE IN AND STABILITY OF THE SITE. CARDIFF, CA 92007
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS A. SEWERS - ESO (760) 633 -2770 1. SEED MIX SHALL CONSIST OF NV LESS THAN•
(760) 632_2235
CONTAINED IN SAID REPORT, a. 20 lbs. PER ACRE OF ROSE CLOVER. / 0.3
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - (800) 422 -4133 - DIG ALERT b. 20 Ibs. PER ACRE OF ZORRO
FESCUE. ` ...
SIZES LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA. MARK HARKE DATE
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SDWD 760 -753 -1145
ESTIMATED EARTHWORK QU S
CA CA
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. BOX 1
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - (800) 422 -4133 - DIG ALERT e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW).
CARDIFF, CA 92007
(760) 632 -2235 550 CUBIC YARDS EXCAVATION (CUT)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY 07-SITE E. CABLE TV - (800) 422 -4133 - DIG ALERT f. 112 Ib. PER ACRE OF DIMLECA.
125 CUBIC YARDS EMBANKMENT (FIL
g. ITEMS c, d e, AND f OF THIS SUBSECTION MAY BE
OMITTED ON LOCATIONS WHERE THE AREA BEING 425 EXPORT
GRADING.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HYG4ROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC � ESTIMATE
DOES NOT INCLUDE STRIPPINGS UTILITY
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. STREET OR RESIDENTIAL STRUCTURES.
TRENCH VOLUMES OR ANY OVEREXCAVA NGS, IF
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERA TIONS. PHONE' (760) 633 -2770.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A REQUIRED
BY SITE CONDITIONS
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR NITROGEN FIXING BACTERIA AND
APPLIED DRY EITHER BY
INSPECTION. PHONE' (760) 633 -2770. ALL WORK PERFORMED DRILLING OR BROADCASTING BEFORE HYDROSEEDING. CONTRACTOR
SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY hM)MENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO 1. ALL SEED MATERIALS SHALL BE
TRANSPORTED r0 THE JOB
BENCH MARK WHICH IS DISTLF BED OR DESTROYED SHALL BE RE- EESSt REJECTION AND REMOVAL. SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
EA R T HWO R K
ESTABLISHED AND REF PERMIT P QUANTITIES ARE ESTIMATED FOR
ACED BY A REGISTERED CIVIL ENGINEER � �,� QF � DEPARTMENT OF FOOD AND AGRICUL CERTIFICATION tiARPOSES ONL (CALCULATED
ON A
OR A LICENSED LAND SURVEYOR. �% ap p W S �.i TAG ATTACHED T0, OR PRINTED ON S410 CONTAINERS.
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
7. THE CONTRACTOR SHALL DESIGN: CONSTRUCT AND MAINTAIN ALL ) �� or '� ►SOILS ENGINEER CERT IF�ICATE j. NON -PHYTO -TOXIC WETTING AGENTS MAY
BE ADDED TO THE DUE TO SHRINKAGE OR SWELL FACTORS).
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE + V M0. HCF 41857 m HYDROSEE'D SLIARRI' AT THE DISCRETION OF THE CONTRACTOR.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND * jL St J6 * I 1, ' e►�' 5 �� _ A REGISTERED CIVIL ENGINEER IN THE STATE OF 2. TYPE
i MULCH APPLIED AT THE RATE OF NO LESS THAN
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND �'�'�"'� CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 2,000 lbs. PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE LEGEND
REGULA TIONS. j CN11• �i� MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
APPLIED
E CONDITIONS PREVALENT WITHIN tHIS SITE WAS MADE BY ME OR UNDER MY FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED THE
QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) DIRECTION ON THE DATE QF .j:.U=jP2. ONE COMPLETE TO THE SLOPE BY MECHANICALLY
PUNCHING NO LESS THAN 50% DO NOT RELIEVE THE CONTRACTOR FF04 COMPLETING AN INDEPENDENT
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY OF THE STRAW INTO THE SOIL.
ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE
CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 A.M. RECOMMENDATiONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 3. FERTILIZER CONSISTING OF
AMMONANM PHOSPHATE SULFATE, IMPROVEMENTS REQUIRED FOR THIS PROJECT.
NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER. ALONG WITH UPDATE LETTER DATED z23 - � FURTHERMORE, I 16 -20 -0, WITH 15�
SULPHUR APPLIED AT THE RATE OF
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 500 lbs. PER AGE. S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD
DRAWINGS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RECOMMEYDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE BEEN INCD7 IN TLE GR ADING PLANS AND SPECIFICATIONS. AREAS TO BE HYDROSEEDED SHALL BE
PREPARED PRIOR TO
PRESENT: CITY INSPECTORS CIVIL ENGINEEA, SOILS ENGINEERS HYDROSEEDING BY:
GRADING CONTRACTOR AND PEA'MITTEE. THE PREGRADE MEETING SIGNED._ ____ ___ _____________ 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY
OR A ITEM SYMBOL
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN COMBINATION ONE'
ADVANCE BY CALLING (760) 633 -2770. RCE ND.: `�1 bSZ_____ PROJECT BCxJRNICIARY
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
10. PRIOR TO HAULING DIRT QA CONSTRUCTION MATERIALS TO ANY EXP. DATE._tXe_ 3! b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a"
LOT LINE - -
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ABOVE.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE NAME GEOSOILS INC. 2. CONDITIONING THE SOILS SO THAT IT SUITABLE FAR EXIST
. CONTOURS - 25 --
CITY ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DEVELOPER ADDRESS 5741 PALMER WAY PLANTING BY.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ADDRESS CARLSBAD, CA 92008 a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A P
ROP. CONTOURS 255
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PHONE 760- 931 -0915
OPERATION. DAMP, BUT NOT SATURATED SEED BED. PROPOSED DRAINAGE (it MIN) - -
PROJECT W. WO 3288 -A -SC b. THE ADDITION OF SOILS AMENDMENTS, ph A
11. UPON FINAL COMPLETION OF THE WORK UNDER T HE GRADING LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CENTERLINE
-
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /0R FINAL CONDITIONS FOR GROWTH.
RELEASE. OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE PROPOSED RETAINING WALL (TYRE PER PLAN)
PROVIDED STATING' "THE GRADING UNDER PERMIT NO. 7919 -GR HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
HAS BEEN PERFORMED IN SUBSTANTIAL VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY GRA VEL BAGS (SEE DETAIL)
0 0 0 0 0 0 0 0 0 0 0
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON DECLAMATION OF RESPONSIBLE CHARGE LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. PERMANENT LANDSCAPING,
UNTIL THE PROJECT IS COMPLETED EXISTING RETAINING WALL
WHO CERTIFIES SUCH GRADING OPERATION. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE AND ALL SECURITY RELEASED.
PROPOSED 22" x 12" AREA DRAIN BY
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
N05 EQUAL
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
PROPOSED ST DAMIaRAIN CLEANbUT O
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL BY THE CITY OF EACINITAS IS CONFINED TO A REVIEW Ott Y AND DOES NOT
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
PROPOSED 3" PVC STORM DRAIN PIPE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF DESIGN,
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR LN EA HIS SUPERVISION AND THAT PROPOSED BUILDING WALL (BY OTHERS)
SEE ARCH. 6 STRUCTURAL PLANS
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS QPpFESSIpNq
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR O A . p PROPOSED CONCRETE ALLEY APRON PER SMSO
G-17
THEIR INTENDED USE. ti�Q�Q� q s� F y c
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 7 7 D 3
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING w N0. 29577 m 6" AC BEAM PER SflRSD Cry
rof
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WAYNE PASCO, RCE 29577 DA TE cc Exp . 03/31/07 SIDEWALK
UNDERORAIN PER SORSD D-27
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED NOW ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION EROSION CONTROL ql D
OF FRESHLY GRACED AREAS UNTIL SUCH TIME AS PERMANENT � CIVIC ? AC DRIVEW APRON PER COUNTY DS -7
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN F OF CA1-ZF
INSTALLED. 1. IN CASE EMERGENCY WOW IS REQUIRED, CONTACT
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND RANDALL LEE AT 760 - 632 -2235, 24 HOUR`S SANITARY
SEWER PUMP
SEE MECH. AND PU.UN9ING PLANS FOR DETAILS
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE Scax'"�
U� .�L 04Xr
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
S - /3
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
SURFACE LFION WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING 0 DER TO THE SATISFACTION OF THE CITY ENGINEER
15. CUT AND FILL SCOFFS SHALL BE CUT AND TRIMMED TO FINISH AFTER EACH RUN OFF PRODUCING RAINFALL.
GRADE TO PRODUCE SMOOTH SURFACES AND UNVIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBAWMENTS 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
9
SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUI%ISTANCES �
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER WHICH MAY ARISE. �
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
ACCORDANCE WITH THE GRADING ORDINANCE. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
SHALL BE COLLECTED. 0Z
16. ALL TREES BRiUSHU D. OA OTHERWISE DISPOSED OF OFF AND OTHER OBJECTIONABLE MATERIAL 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
D, GRADING PLAN SHALL BE INCORPORATED HEREON. VE
THE SITE BY THE CONTRACTOR- SO AS TO LEAVE THE AREAS THAT 1-1 SITE
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE B. GRADED AREAS AROUND THE PROJECT PERIMETER MIDST DRAIN AWAY
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND DAY.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
LANDSCAPING PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
1. ALL SLOES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENCIIVPTA3 FIRE PROTB,mm
mw. SAN DIEGUITO WATER DISTRICT
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND TO NOVEMBER la THE SLOPES SHALL BE STABILIZED WITH
SAN �'
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 R IE BY: VIEWED BY:
LA 60ON
ING
2. FINISH GRAD ANC PLANTING SHALL BE ACCOMPLISHED ON ALL OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE -
OF CALIFORNIA DEPARTMENT OF CONSERVATION. - 1
SLOPES PRIOR TO OCTOBER i OR IMMEDIATELY UPON COMPLETION B Ln -Lo3 VICIN=
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. DATE.' S 1 DATE: .��
clu°
REVISIONS APPROVED DATE REFERENCES DATE BENCEMCAM SCALE PLANNIN & BUILDING DEPT' DESIGNED BY DRAWN BY CHECA D BY APPROVALS
CITY OF ENCHWTAS ENG G DEPAR DRAWING NO.
wis BMA MAG NAIL IN AC PAVEMENT OF LIVERPOOL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO
GRADING PLAN FOR:
DRIVE APPROXIMATELY 41 ' NORTHWESTERLY V OED o BY: BY: __- - � - _ 525 LIVERPOOL,
DR. - R
` of THE INTERSECTION OF LIVERPOOL DRIVE HORIZONAL - NSA _ DATE: ?�� 7919 at - - - -
- -�-- -- _ PLANNING CASE N0. 02 -276 CDP ro
AND THE PROPERTY LINE COMMON BETWEEN _ - -
- v - - - R.C.E. NO . 297 _
LOTS 2 AND 3, BLOCK 42. MAP NO. 1334. 8/L 3 DATE: DATE: _ -Q If ?
ELEV- 900.0 DATUM- ASSUMED VERTICAL __N A -_ - AYNE PASCO g /lSlo2� t
EXP. 4p-3
X260 -413 -26 SHEET 1 OF 2
Wed, Jul 16, 2003 PE 1140 sm
GRAPHIC SCALE 1' =10'
GRAD AND OS CONTROL
u `0 30
INSTALL AREA DRAIN FOR
SCALE WATER PICKUP
AND OUTLET ThFUIGH EXISTING
A 0-27 UNDERDRAIN FIRE HYDRANT ' F 1 ' 10 ♦ 1
LAWN OR LANDSCAPED AREA - • _
PROPOSED TO BE DESIGNA
AS STORM WATER CLEANSING �� eyy� j ♦, _ 0
AREA. NOT TO BE MODIFIED 33 �'s END REMOVAL
WITHOUT THE PERMISSION OF L� ♦ EXISTING AC BEAM 1 ` <T ♦ ♦ 1
THE CITY OF ENCINI AS. O �9n ♦ AND CONSTRUCTION 1 1 O 1
O 9 OF NEW 6 !; AC BERM I
.. r ♦ r 900.30 • SILT FENCE ♦ ♦ \�
• � 1 l e 90� �61(FL ) 4 � C AL
N� k .80
NEW TB 900 € \ C r g 1 X 1
r j � x 1
901.85 B
REMOVE EXISITNG AC BERM FROM PROPERTY LINE 2.35 FL ♦ ♦ X1.0 FG @ BW \ ♦ r 1
1 INST TION CONSTRUC ENTRANCE
TO PROPERTY LINE RECONSTRUCT AT EP AND 901.0 FG @ TW ETAII. D/�
PROVIDE AC DRIVEWAY APRON PER COUNTY DESI 400.90 TG/ 900.44 ] I 1 , ♦ \ +
STANDARD DS -7 AS SHOW �s
EXISTING WATER MAIN 901'92 FL # P- 1,2 AREA DRAIN / 1
B
•�1► x s INSTALL GRAVEL AGS :,. * •;'i• ` / . t ` 1
r DRIVEWAY APRON . ' • ) �9 �c 1 / PER 6 8 :r'= `r ' :`:; ,`• • f
•-+ ��, PROPOSED T YP1` C -1 f•' ,Y.►�i� R ._
EXISTING MAILBOXES PER D5 -7 � -
; tr► RETAINING WALLS i ,� ' ?� 0 1 S EE DETAIL;;'= ;;,� ;r .• .ti `\ ,
_ ••
X POWER POLE
902.96 FS `.• �• .f.• + `•
PEA SDRSD , \ ;a �•. .t •t• "
897.5 FG , Q BW
CONSTRUCT ALLEY APRON '� : , • , ..r�: •' •:.�
� / ! �, / t' , ,r/ • :` e
PER SDRSD G - 17 901.2 FG @ TW
901.1 FL
EXISTING SEWER MANHOLE
�' # \* • •�1 ,. ;�. ?° �:� �• `t.- r,.; t ,. y , \ 1
1 1 . .{
AIM ELEVATION=904.44 d y ` Z +rj • ' ,� . / 904.40 FS / / A �',,°.: +ti '�: r`r «;l',..• �: ' �''". �r 1{
• / a �i °• •• O � \� v, + :,•y � t � • P /�: j� •.tr'A'•.! ,;/"i%�•' •` \ T ;' '
902 40 F t7 l / A, in. . /�L 1 L� �� ;M ,•i� ty �1 S i.
REMOVE AND RELOCATE ` . , t;� (r''�� •'..!� `.' .ir. • \ .. .v . t_
EXISTING WATER METERS
1
e.
AS SHOWN / . � g � 4 ° � �s �; J . . a � ,:'Z � � ;,,�.•� s, ; • r. s �'. s �,
gO5,95 QEMgLISH EXISTING WALLS \
y Yy
FLOWLINE CONCRETE O+ ° �: �. 1 t :;;;r,..�,, �,x, :.,,•• ♦ \
ALLEY APRON o ♦ �o 902.b FG ` 8 F;
-
-'
962 bVI n f BW
Xr
' n4 p 902.0 FG @ TW
48 r GRASS LINED SWALE ♦ ♦; "''. -�, `
• OGA ,DETAIL 812
d0
EXIST �s EXISTING POOL `
902.30 s /FL \ i F X02 00 Ff
�AtL S 901. FL TO BE REMOVED B9g y B WjF ' f t-
DEMOLISH EXISTING DRIVEWAY 4NOUT 902.40 FS 902.1 F FILL TO GRADE (895.00)
•..
\ QO•.4a ,IE ? 90� BASEMENT WALE
4 a
(NOT -A -PART) i
EXISTING 6" VCP SEWER MAIN �F( S
`. LANDSCAPED
260-413-26 �' '�: o el \
.any SWALE (TYP.) ' PROPOSED RF.vIDEN e80.0 @ BW
5
.0 G @ TW
902 \ �¢
PROPOSED PRIVATE 9 04 \ y 1ST FF 803.0 \ -
\ so y dSMT FF 893.25 1.55 FL
STORM DRAIN s
4 ° X 902.30 TG PAD / 902.95
s�
PROTECT EXISTING 1 2"X12 " 9
WALL IN PLACE ° AREA DRAIN BAS�NTA r ��,
�? (NOT A PART) 90 FS
EXISTING RESIDENCE ^, TAIN DEMOLISH \ ':. \ i 1 5.``
EXISTING (SEE GENERAL Y /�
TO BE DEMOLIShEO : `NOTE � :� � •: ., f/ , , ":� ;� �. - -..�
902.30 TG \ FF-902.0 \
12'x12" AREA DRAIN \ '° f .,,
902. �. CM F� / 23 •° . 4
EXISTING POWER POLE �. 901.7 FL / \ ♦k f
1 902. ° 902.30 I 9p,, • ��. \ s •. °�` # -,-
\ �. �a�••. °.S� 902.0 FG @ BW \ .' •ff \ � v• .• -' � -
EXISTING SEWER PER \� ' AREA AREA DRAIN •.� r
;
COUNTY OWG.#�76 -2904 \ 2 . 5 902 go z x t
(CARDIFF SEWER A -30) 4 FC C. �� � 902.5 FG
SPECIAL NOTES .1 �:
a ° 902.95 FS `' �i ,
LANDSCAPED SWALE (TYP.) h • 1 ) SANITARY SEWER TO BE PUMPED TO PUBLIC SEWER MAIN IN �' \ l
T / ALLEY. SEE BUILDING PLANS FOR PUMP DETAILS. V
REMOVE EXISTING CONC. STAIRS PA IO /
REPLACE WITH RETAINING WALL \ \ 2) EXISTING HOUSE AND IMPROVEMENTS TO BE REMOVED. EROSION \
MATCH EXISTING RETAINING WALL
• • l�l CONTROL TO BE PROVIDED FOR OFF -SITE WORK AS SHOWN.
901.9 FL ' , •: ` � � ♦ rya, dAGB
♦ j(�j$1'/WALL WALL 6 8 8
TG 902.30 � °�. ♦ \
12 "x12" AREA DRAIN 902.95 FS FILTER 1.5" GUSHED ROCK
C,LEANbUT 4 sr F . .�,' .� '' ♦ � FABRIC s � , '. � <; '` t ♦ ♦ SEE DETAIL i
902.0 FL ORIGINAL ♦`' y c
IE 901.40 �I fS o
• i /� 902. FS / � • , GRADE ♦ �
LIGHT WELL ` � • - � .
INSTALL SEWER PUMP FOR SANITARY
894.00 FS , ` SEWER (SEE .4NiD PLLWING PLANS
(INSTALL SUMP PUMP 897.00 FS ` / FOR DETAILST OE /
TO DRAIN LIGHT WELL) j \ Bld�t PERMIT / a
BIOFILTER LANDSCAPE AREAS 902 FG
LAWN OR LANDSCAPED SWALE 1 �, s -:,a°
1.1' MIN., UNLESS OTHERWISE
3 SEE DETAIL 812 (� MIN)'` 4
\ ,
INDICATES BIOFIL TER LANDSCAPED AREA FOR BEST IE OF MAIN Q ?0 19 9S � SPECIFIED BY A SOILS ENGINEER _ \\
♦ � ��
j MANAGEMENT PRACTICE NOT TO BE DISTURBED -6 s "� INSTALL SEWER CLEANOUT SECTION A -
WITHOUT. PERMIT FROM THE CITY OF ENCINITAS. PROTECT EXISTING E +��''� AT T LINE
WALL IN PLACE ¢ ! I
OA
y U NOTE: tp
`• ►-� CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
SITE GRADING PLAN I TRAPPING DEVICE SITE EROSION CONTROL PLOW
PROPERTY BOUNDARY 1 SCALE' 1 " =10'
BOUNDARY SCALE: 1 " =10 ' BOUNDARY ' Z h Q �► ,� � A
� a
PROPOD 10' GRASSY SWALE F� Q •• •• •
' (FL PER PLAN) 5 @'t'�' - w • • a WIDTH AS REQUIRED
FG 902.5 FF 1ST FLOOR 903,0 PROPOSED TYPE C 1 H TO ACCOMODATE
FF 1.2 't LQ ' F� RETAINING WALL PER > • • • • ANTICIPATED TRAFFIC
EXISTING �' 903.0 48" MIN SORSD
RETAINING WALL IST FLOOR (PASS OR TLW LDfV PROPOSED BUILDING �� Q . • ,a TWO LAYERS OF
GRAVEL BAGS
PROPOSED OPTION OVER LAAaOK (BY 0TI ERS) a �� a A WITH ENDS OVERLAPPED
TLiRF AE1W04[E* VT FF 893.25
BUI A
(BY OThERS) _ Z -- = BASEMENT FL 19 ' RADIUS
PROPOSES FF 893.25 PAD 892.55 r = MIN. 50 • MIN RUNOFF
SIDEWALK / -
BASEMENT FLOOR
PAD 892.55
GAP BETWEEN BAGS
ACTS AS SPILLWAY
rA CROSS SECTION A GRA SS Y BIOFIL TER SWALE CR OSS SECT TON C CONSTRUCT ENTRANCE DETAIL: GRAVEL BAGS <
NTS NTS 2 NTS 2 NTS 2 NTS N
2 2
DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
��
REVISIONS APPROVED DATE REFERENCES DATE $�j SCALE G & B UILDING DEFT. M AP
MAG NAIL IN AC PAVEMENT OF LIVERPOOL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING AND EROSION
CONTROL PLAN FOR:
DRIVE APPROXIMATELY 41' NORTHWESTERLY EVI ED .
ING PLAN ER ION
OF ThE INTERSECTION OF LIVERPOOL DRIVE HORIZONAL _NJA DATE: _7 17/ BY: _ - - - 7919 agRz
- - - AND THE PROPERTY LINE' COMMON BETWEEN - - -- / / C � - BY: 525 LATRPOOL DR. VVEST
LOTS 2 AND 3, BLOCK 42, MAP NO. 1334. L Q R . C . E . NO. _29577_ _ DATE: 901 SL03 DATE. ! 3
VERTICAL _N A _ AYNE PASCO
ELEV AT =900.00 DATUM= ASSUMED : EXP. 3-31 -07 PLANNING CASE NO. 02 - 276 COP A.P.N.
0260 -413 -26 SHEET 2 OF 2
Wed, Jul 16, 2003 PE 1140