2003-1404 G (Plans) GRADING NO n=tp
A. GENERAL CITY OF L GRALDING PLAN
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL C. GRADING EWRONMEWAL DATA: LEGEND:
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL INSPECT AND TEST THE 1 STEEPEST
EXISTING NATURAL SLOPE ON -SITE = 45�
EXCAVATION, PLACEMENT AND COMPACTION OF FELLS AND BACKFILLS AND ) TI ALL WORK SHALL BE DONE IN ACCORDANCE WITH
THE STANDARD SPECIFICA T70NS FOR PUBLIC WORKS CONSTRUCTION
2. THE SOILS REPORT TITLED "GEOTECHNlCAL INVESTIGATION; 1 719 SAN ELIJO COMPACTION OF TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED
2) MAXIMUM VERTICAL DEPTH OF CUT = 10 FEET (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC
AVENUE; ENCINITAS, CALIFORNIA" AND UPDA LETTER DA TED OCTOBER 6, 2003, AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION
WORKS CONST (ADOPTED A THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
PREPARED BY ROBERT PRA TER ASSOCIATES. DATED JULIE 30, 2003 SHALL BE OF GRADING OPERA TIONS THEY SHALL STATE THAT THE OBSER VA TIDNS AND TESTS 3)
MAXIMUM VERTICAL DEPTH OF FILL = 3 FEET REGIONAL STANDARD DRAWINGS (LATEST EDITION }.
CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION,
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID ALL EMBANKMENTS AND EXCA VA TIDNS WERE CONSTRUCTED IN ACCORDANCE WITH 4) AVERAGE
DEPTH OF CUT = 251 cy x (27cf/cy) 15500 sf = 1.2 FEET WORK TO BE DONE
REPORT. THE APPROVED GRADING PLAINS AND THAT ALL EMBANKMENTS AND EXCA VA TIDNS
3. APPROVAL OF THIS PLAN ODES NOT CONSTITUTE APPRO OF SIZES, LOCATION ARE ACCEPTABLE FOR THEIR INTENDED USE. 5) AVERAGE DEPTH OF FILL
= 238 cy x (2 7c f /cy) /4000 s f = 1.6 FEET DESCRIPTION SYMBOL QUANTITY
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET 2. THE CON TRACTOR SHALL PROPERLY GRADE ALL EXCA VA TED SURFACES TO CUT = 251
Cy
RIGH -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED PROVIDE POSI TI VE DRAINAGE AND PREVENT PONDING OF WA TER. HE SHE SHALL FILL
= 238 Cy (QUAN TITIES SHOWN ARE FOR BONDING SURFACE IMPROVEMENTS
IN CONJUNCTION WITH CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO PURPOSES ONLY AND ARE NOT TO BE
IMPROVEMENT PLANS. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EXPORT = ? 3 CY NET CONSIDERED ACCURATE
OR CERTIFIED CONCRETE DRIVEWAY • a d'4 7 841 SF
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE REMEDIAL = 94 7 Cy QUANTITIES. QUANTITIES SHOWN ARE
NOT TO BE USED FOR CONTRA PURPOSES) (PCC / fi 5" " NATIVE ®95% RCN TO BE FIELD vERIFED w/ � R - VALUE ...
• TESTING} • � � .
............. . .
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
ASPHALT DRIVEWAY - IN PUBLIC R -O- W . ............ . . . . ... . . 231 SF
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT SOILS ENGINEER'S CERTIFICATE (3" AC / 4" CL - 2 BASE /
fi" NATIVE 0 95% RC N TO BE FIELD VERIFED wl R - VALUE TESTING) ....................
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 3• ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE RETAINING WALL PER SDCRSD C -4 . . . ...............
. . . .... . 1,200 SF
DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR I,
Wm. DAVID HESPELER, A REGISTERED GEOTECHNICAL ENGINEER PRINCIPALLY DOING
GRADING. FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY
CERTIFY THAT A SAMPLING DRAINAGE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED UNDER MY DIRECTION IN JUNE 2003. ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED B Y A TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CON TRACTOR'S RESPONSIBILITY FROM
THIS STUDY, N11 TH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE REINFORCED DRAIN S WALE -FDR BMP . ... ....... ... 225 LF
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. (DO NOT MODIFY WITHOUT PERMIT FROM CITY)
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT
SPECIFICA TIDNS. THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT DATED JUNE 30, 2003 HAVE BEEN STABILIZED D.G. SWALE -
FOR BMP . . . . . . .. ........... . . ... . . . ; % ; % 110 SF
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS (DO
NOT MODIFY WITHOUT PERMIT FROM CITY)
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
6" STORM DRAIN (PRIVATES) SDR35 1SCH 40 PVC . . . . . . ...... . . ... . - - - - - - 190 LF
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
- - - - - -
EXCA AND EMBANKMENTS SHALL BE SHAPED, PLAN TED AND TRIMMED AS SIGNED: - -• = y __ �' �-
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY Wm. DAVID
HESPtLER, G.E. 396 D 6" 'NDS' ATRIUM GRATE (PRIVATE) . .. .. ... . . . . . . . .. . . . . . . . . . . . v 9 EA
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXPIRATION DATE:
03 -31 -2006
OF 5-30 P.M. AND 7:30 A.M. NOR ON SA TURDA YS, SUNDAYS AND CITY RECOGNIZED EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
TRENCH DRAIN ASSEMBLY (6" WIDE) 20 LF
HOLIDAYS. ROBERT PRA TER ASSOCIATES W. 0. 900 -268, 03 -101
SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL 4125 SORRENTO VALLEY ROAD, SUITE B
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SAN DIEGO, CA 92121
TEMPORARY EROSION CONTROL
BEEN HELD ONSI TE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR; CIVIL
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MA TERIAL SHALL BE ( 858 ) 453-5605
ENGINEER; SOILS ENGINEER; GRADING CONTRACTOR AND FERMI TTEE. THE PREGRADING COLLECTED, PILED OR OTHER WISE DISPOSED OF OFF THE SITE BY THE
TEMPORARY GRAVEL BAGS - 2 ROWS HIGH MIN .. . . . . .. . ... . .... . . 250 EA
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN AD VANCE BY CON TRACTOR SO AS TO LEAVE THE AREAS THAT HAVE SEEN CLEARED KITH A a .
CALLING (760) 633 -2770. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF TEMPORARY SILT FENCE .
...... .. .... . . . . . . ... . . . .... ..... .x X - x X_c 310 LF
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. y
W W
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND HYDROSEED SLOPES . ... . .... ... . ... .
. ... . .... . . . . . . ..... . W W w 1,150 SF
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE • -_.:_ ` , A` .. A -
DEVELOPER SHALL COMPL WITH ALL CONDITIONS AND REQUIREMENTS THE CITY D. EROSION CONTROL 0 0 0 0 0 0 0 0
0 0000,00060 °°
CONSTRUCTION ENTRANCE . .............. . . . . ... . . . . . . . . . . 0 0 0 0Q ° a0000 0
0 0 ° 0 ° 0 °0 1 EA
ENGINEER MAY IMPOSE Wl TH REGARDS TO THE HAULING OPERATION. 1. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT STEPHEN OR ICRlST #NE
aaa ° ° ° °a ° °a
BD D W NER S, A T (6 � 9) 339 - 8858 , 24 HDQRS STA TEME11f T OF ENGINEER OF W NNOTE.- ,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE CONSIDERED
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ACCURATE OR CERTIFIED QUANTITIES. QUANTITIES SHOWN SHALL NOT BE USED FOR CONTRACT PURPOSES
CERTIFICA SHALL BE PROVIDED STATING: " THE GRADING UNDER PERMIT NO. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
� 4_ HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPRO VED ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT
THE WORK
STOCKPILED ON SITE AT CONVENIENT LOCA TIONS TO FACILITATE RAPID PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN."' THIS STATEMENT CONSTRUCTION OF TEMPORARY D EVICES WHEN RAIN IS IMMINENT. REQUIRED BY THE
CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN IT'S CAPACITY
AS A PUBLIC PROPERTY LINE TOP OF SLOPE BERM - I+ +[I -+l �-
CER TIFIE'S SAID GRADING OPERATION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE ENTITY FOR THE PLANS PREPARED
BY THE ENGINEER IS NOT A DETERMINATION BY THE I EXISTING GRADE EG
B. NO 77F/CA TIONS APPROVAL OF THE ENGINEERING INSPECTOR. CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS
OR SETBACK LINE - - - - - - - - -
FINISH GRADE FG
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR S TORMDRAlNS --------- - _ = DAYLIGHT LINE DL
THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
SHOWN ON THESE PLANS WERE OBTAINED AINED B Y A SEARCH OF AVAILABLE RECORDS. TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND IT'S OFFICERS, AGENTS, EXISTING CONTOUR GRADE BREAK GB
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U TILI TIES EXCEPT AS SHOWN RUN-OFF PRODUCING RAINFALL. AND EMPLOYEES FROM PROPERTY DAMAGE
OR BODIL INJURY ARISING SOLELY FROM ,� CLEAN OUT Q Co
ON THESE PLANS, HOWEVER. THE CON TRACTOR IS REQUIRED TO TAKE DUE THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS
/HER AGENTS FINISH GRADE 1 CONTOUR S DOWNSPOUT • DS
PRECAUTIONAR MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 5. THE CON TRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES OR EMPLOYEES
ACTING WI THIN THE COURSE AND SCOPE OF SUCH AGENCY AND PAD ELEVA TION PAD = 341.5
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING
FINISH GRADE 5' CONTOUR
THE FOLLOWING OWNERS OF SAID U TILI TIES OR STRUCTURES PRIOR TO ANY
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE. EMPLOYMENT AND ARISING OUT OF � THE WORK PERFORMED BY THE ENGINEER.
FINISH FLOOR ELEVATION FF = 342.0
EXCA VATION, FOR VERIFICATION AND LOCATION OF U TILI TIES AND NOTIFICA OF . _ % r EXISTING RETAINING WALL
COMMENCEMENT OF WORK: 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ?� �_ _ f o a
?r ,
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED BY / PROPOSED RETAINING WALL A. SEP TIC - COUNTY OF SAN DIEGO
HEALTH DEPAR TMEN T - WA TERS CREA TE A HAZARDOUS CONDITION. MICHAEL K. PASKO DATE EXISTING GRADE 0 (760) 471 - 0730/940
-2861 R.C.E. 41022 EXP 03/31/2007 PROPOSED GRADE 34 ,
5, • 5 2.5
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
DIRECTION TIDN OF FLOW • • -� TV� O
B. CARDIF SANITATION DISTRICT - 760 Ei33 -2770 PLAN SHALL BE INCORPORATED HEREON. CONWAY &ASSOCIATES, INC. JOB ND. 03 -070
TOP AND BOTTOM OF WALL a3 a
{ } 2525 PIO PI CO DRIVE, SUI TE 102 8
, _
CARLSBAD, CALIFORNIA 92008 DA YLIGH T LINE ,� - "f�' --- ELEVA TON WITH EXPOSED
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM WALL HEIGHT 8 5.0
C. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - (800) 422 -4133 PHONE 760- 753 -1453 - S
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FILL SLOPES (2. 1 MAXIMUM) _ _ INLET AND INVERT
R� g3. �=
D. WATER - SAN DIEGUITO WATER DISTRICT - (760) 633 -2709 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE
( MAXIMUM ELEVATION FOR STORM DRAIN
CUT SLOPES ) IE � �
OWNER - _V _ -�_ � 7
E. TELEPHONE - SBC - (800) 489-3441 END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
W ,
FORECAST EXCEEDS FORTY PERCENT (409o). SILT AND OTHER DEBRIS SHALL BE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
PROJECT TOPOGRAPHY:
F. CABLE T. V. - DANIELS CABLEVISION - 1 -800- 422 -4133 DIG ALERT REMOVED AFTER EACH THESE PLANS. TOPOGRAPHIC SURVEY
BY FIELD SURVEY METHOD PROVIDED BY CONWAY & ASSOCIATES, INC. �-
1-800- 422-4133 RAINFALL. 1 T IS FUR THER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
DAN hI00PER, PLS 72491, ON NOVEMBER 21, 2002. �
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
o a.
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE ARE NECESSARY AND
DESIRABLE FOR THE PROPER COMPLETION OF
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
IMPROVEMENTS.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF
U ')
THE S TA TL OF CALIFORNIA DEPARTMENT OF CONSER VA TION. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST z
\
PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL
HAS BEEN OR WILL BE RETAINED TO SUPERVISE ALL GRADING ACTIVITY
BE SUBJECT TO REJECTION AND REMOVAL. SEE SHEET 4 FOR STORMWATER POLLUTION CONTROL BMP NOTES AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE. \ SHEET INDEX: a
SEE SHEET 4 FOR SAN DIEGUI TO WA TER DISTRICT NOTES p �ti SHEET 1: TITLE SHEET / NOTES
SIGNATURE: � f � 4 � SHEET 2: GRADING PLAN w
ENGINEER CF WORK NOM p z � � SHEET J. EROSION CONTROL PLAN
LEGAL ! N. BY. OWNER DA TE n 9 Lls p z SHEET 4: NOTES "
STE HEN OUKE - - � � �, � 5
LOT E AND A PORTION OF LOT F IN BLOCK 47 OF THE CARDIFF VILLA TRACT IN THE CITY OF - � 1
�.._ �.: � ��' � a P�
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF N0. PRIOR TO USING THESE PLANS FOR ANY CON TRA C TURAL OR WORK PURPOSE,
THE ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT SIGNATURE. > - _;0 5
1 469, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 10, 1912 WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY:
BE B Y.• KRISTINA BOUKER, OWNER DA TE ZDD,f
(FOR COMPLETE DESCRIPTION REFERERENCE DEED RECORDED AS DOC. NO. 2002 - 0960503 FILED IN MORE RESTRICTIVE THAN THOSE SHOWN HEREON, AFFECT THE WORK, AFFECT
CZ r
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 30, 2002.) THE COST OF THE WORK. OWNER ADDRESS: 1 593 SAN ELIJO A
VENUE, CARDIFF p -{ Z MONTG�
BOUNDARY DATA: r�► R F S S 1 E O o
14.5 Underg S erv i ce Alert TELEPHONE: (619) 339 -8858 (24 HR) o j Q ,y9
ALL BOUNDARY DATA IS RECORD PER MAP 9 z DR1� � p A EI. K. p
1469. A BOUNDARY SURVEY WAS NOT s f SITE ASSESSORS PARCEL NO. 260- 275 -19 Hp,M
PERFORMED ON THIS SITE. a Call: TOLL FREE
PARKS & RECREATION DEPARTMENT ENCINITAS FIRE DEPARTMENT SAN DIEGUI TO WA TER DISTRICT a)
No. 41022 a) R. C. E. 41022 EXP. 3131 1200 7 DA TES A.P. 260 - 275 -19
1-80 " 'T' -+-�
�
REF. THOMAS GUIDE EXPIRES 3 -31 -2007 C�
REVIEWED BY PAGE 11 67, D -2
SITE ADDRESS 1719 SAN ELIJO AVENUE 422 , s �� F
CARDIFF / L I 3 �' l Z� d - F- 1 2D3
VICINITY MAP � Foy
INSPECTOR DA TE
TWO WORKING DAYS BEFORE YOU DIG DATE BY: DATE BY.' DA TE OF CAI- \ ;
APPROVAL EXPIRES TWO YEARS FROM DATE SIGNED NO SCALE s
DESIGNED B Y DRAWN BY CHECKED B Y
REVISIONS APPROVE DATE REFERENCES DA TE BENCH MARK - SCALE PLANNING & BUILDING TN T MP TN MP APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWNG NO. �
DESCRIPTION: CITY BENCH MARK DATUM, BASED LOCALLY ON
/V /Vw q7f ffu r PLANS PREPARED UNDER SUPER VISION OF RECOMMENDED APPRO, GRADING PLAN FOR: °
THE FLOWLINE OF THE EXISTING 8 VCP SEWER PIPE AT HORIZONTAL: N/A r~ % '"? / ' °
SSMH "D.M.H.5" PER CITY DRAWING 76 -2904 SHEET 13 OF 03 -115 CDP 1404 c�
d BY: BDUKER RESIDENCE
( B Y:
24 }. SSMH D.H.M.5 IS LOCATED APPROXIMATELY 110 N LY VERTICAL: N/A ' ? DA TE: 1 1� 4 �� -
c
OF NW LOT CORNER ALONG SAN ELIJO AVE. & APPROX. 18' v 1719 SAN ELI JO AVENUE CARDIFF
FROM E'LY EDGE OF AC PAVEMENT. SSHM FL EL = 79.00• ENGINEER OF WORK R.C.E. 41022 DA TE. / 14 / - DATE. _T2
CL
O
BY. DA MICHAEL K. PASKO EXP. 3/31/2007 APN 260- 275 - 19 TITLE SHEET / NOTES SHEET 1 o
f 4
SSMH RIM EL = 91.90
Dec 17, 2003 - 15: 26: 29 P:103 -010 BOUKER,dwgs,03010GP1.DWG PLOT @ 1 =20
INDICATES
n �� VISUAL HEIGHT EASEMENT DATA BOUNDARY DATA SETBACK DATA
OF WALL ONLY A 5' WIDE 2f N 31' 33' 21" W 36.11' EAST LINE FRONT (SAN ELIJO) 20' FROM
PL
n I `' N TYPICAL PRIVATE DRAINAGE EASEMENT
v PER DOCUMENT N 27' 30' 25" W 39.32' EAST LINE SIDE YARDS 5'
CONTRACTOR TO NOTE: n 0 j START OF RW IS .5' FROM NE 1991- 009471
RETAINING WALLS ARE 8" CMU N PROPERTY CORNER N END OF RW IS RECORDED JANUARY 8, 1991 N fit' 26' 48" E 140.94'
SOUTH LINE REAR YARD 20'
STEP WALLS TO GRADE N NOTE 15.5' WEST OF ANGLE PT IN PL N
THAT $W EL IS NOT TOP OF RW IS 41' LONG AND FACE OF RW IS G fr 1' 09' 21" R= 3024.55 L = 61.02'
NO OFF -SITE WORK IS ALLOWED. CONTRACTOR SETBACK DATA IS PROVIDED FOR
FOOTING BUT FINISH GRADE N .5' FROM PL N TIN IS TO FOLLOW WEST LINE SAN ELIJO AVE
CONTRACTOR TO DETERMINE EXISTING GRADE - CON TRA C TOR TO 5' S . ` 1 02.5 5.5 SHALL TAKE ADEQUATE MEASURES TO
PRO GENERAL INFORMATION ONLY. SEE
FOOTING STEPS N TYPICAL VERIFY TIN BASED ON FIELD 4 5 4:9 � \.. �W 9 6,5 ALL ADJACENT PROPERTY AND STRUCTURES.
N 58' 28' 15" E 85.06' NORTH LINE APPROVED ARCHITECTURAL PLANS
CONDITIONS FOR APPROVED DATA.
10' 5' 0 10' 20' 6 ' r �
a
�D < p � � \ ` �\ START OF RW 1S .5 FROM NE
n PROPERTY CORNER RW IS 24 � Q N 46' 42' 31" E 30.63' NORTH LINE CONWAY c3c ASSOCIATES
• INC. HAS
� _ (,� - \
�} y EXISTING ON -SITE f \ LONG (TO END AT EXISTING RW) AND N 62' 05' 08" E 26.32' NORTH
LINE NOT PERFORMED A BOUNDARY
SCALE: 1
., r 1 RETAINING WALL 2 A FACE OF RW IS .5' FROM PL TIN SURVEY. CONTRACTOR SHALL
n TO BE REMOVED �p F t - \ - LOCATE ALL BOUNDARY CORNERS
2.5 p o _ \: FOLLO EXISTING GRADE
1 ` o PRIOR TO START OF CONSTRUCTION.
NO OFF - Sf TE WORK IS ALLOWED. r o \ 0 CONTRACTOR TO VERIFY TIN BASED
n J `"� CONTRACTOR SHALL TAKE ADEQUATE - 102: 5.3 ON FIELD CONDI TIONS
v MEASURES TO PROTECT ALL ADJACENT 96 END NEW RW PRIVATE STORM DRAIN DATA TABLE AND NOTES
�o PROPERTY AND STRUCTURES. F
\- \ AT EXIS 7TNG RW UNLESS OTHERW S N OTED P
WI E N ON LAN.
END OF R W IS 7.5' WES T,: OF ANGLE FL 97.O ` . - PIPE LENGTH AND SLOPE DATA IS FOR PIPE SEGMENT DOWNSTREAM
OF INLET
o \ EXISTING OFF -SITE
2s P T IN PL START OF R W IS 19 START WALL � �` Y�'' ALL STORM DRAIN IMPROVEMENTS ARE PRIVATE
FROM N W PROPER TY CORNER R W = PIPE AND CONNECTORS: 6" SCH 40 PVC
IS 58' LONG AND FACE OF RW IS .5 NDS = NATIONAL DIVERSIFIED SALES PRODUCT OR EQUAL
_.
FROM PL N -TW IS TO FOLLOW ;� � : �� � � REMAIN "
z ;
-`. - RATES W/ REMOVABLE GRA TE
XI TIN RA -
E S G G DE CONTRACTOR TO 3
{. S L A 1
INLET AFTER GR ATE IS INSTALLED
ET AL INLETS SO SURFACE ARE DRAINS INTO
VERIFY TIN BASED ON FIELD bs n A
.5
G
142 v
1 N TI _:. r.. i r
CON D 0S
EFFORT SHALL BE MADE TO KEEP INLET DATA PIPE DATA
F
::. 1 ,0 r
EL
EXISTING TORRE Y PINE n ..y94: i N N
ALL PAD �
1
END _-GALL : - s�
.
ELE V V.OhiS � Y "
y
CONTRACTOR TO CONSULT M TH -� - \ 1 6 RISER INLET CO RIM = 96.4 FL= 95.4 11.5 LF -2.6%
tr .. L t
� OWNER REGARDING ALL WORK IN AND ICE ._ SS
A _ E
�' _ . ; :
1.7 E
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Q ° LED. CON TRACTOR TO CONSTRUCT WITH THE MATERIALS NOTED
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LINES E 0 DETAILED.
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cT , HOUSE ABOVE AND INSTALL SO THAT THERE IS PDSI TI VE DRAINAGE AT A MIN 2% SLOPE.
BEGIN � ..:
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a
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y MIDI BEG
8 FS 8.5 TO POTHOLE AC DRIVEWAY APRON PER CITY OF ENCINITAS STANDARD DRA N�NG W 16 3 AC
4 cn
r
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AC
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ON 1 a AND LOCA PRIOR TO -
CONTRACTOR fi
7 ° AGGREGATE BASE 0 95% RELATIVE COMPAC 77ON / 6" NATIVE MATERIAL ® 95%
7g - 7 �� NO OFF -SITE WORK 1S ALLOWED. CONSTRUCTl0111 AC77VI77ES RELATIVE COMPACTION o
JOIN
- ��n -� a � � -� - PROTECT IN PLACE
EXISTING 8" s - d 8 7 EN MEASURES TO PROTECT ALL ADJACENT DR REPLACE PCC DRI
VEWAY, W= VARIES 5" PCC 6" NATIVE MATERIAL 0 95.E R A T7
CONTRACTOR SHALL TAKE ADEQUATE
SEWER MAIN ° s �oZ .- PROPERTY AND STRUCTURES. COMPACTION S EL VE c
1
D
EXISTING 5 - _ �
1 C CURB PER DETAIL 1/ SHEET 2 VARIES, 6" PC H VA I MAX 18"
SEWER -
END 2
A 86 n
LA TERAL - PROVIDE ESTABLISHED PERMANENT GROUND COP VER FOR SLOPE STABILIZATION PRIOR
EXIS TINS OFF TE A SEE EA SEMEN T
__ ¢ 5 ENA 9
EXISTING 4" HP
RETAINING WALL INFORMA 77ON
GAS MAIN EXIS77NG LATERALS -
- � , � I- TO THE END OF CONS T TIO
. ; RUC N
DO NOT DISTURB ABOVE
w `
POT HOLE BEFORE C STRUC 770N � �
EXISTING 8"
- SEE DETA' 2, SHT � "=, 1 "�-_ a ` : 8
WA TER MAIN EXIS 77NG r ,PROTECT IN TES
PROPERTY LINE c
EXISTING PLA CF PE1 T ? / 5H T 4 - AND PROJECT BOUNDARY
..
+ GP -
112" R (TYP.) o
CON TRA C TOR TO EDGE AC �, EDGE o (TYPICAL) �� V 6" ?} NO DISTURBING OR ADDf TIDNAL SURCHARGE OF
EXISTING OFFSI TE v
XJSTING AC
s
A 1) CONTACT ALL SERVING UTILITY `-} WALLS OR STRUCTURES IS ALLOWED. CON TRAC TOR SHALL CONSULT
WIT H
GENCIES FOR LOCATION AND END 4 Y _ 9 - ` CIVIL, SOILS AND STRUCTURAL ENGINEERS AS EXISTING
SUBSURFACE
ADEQUACY OF UTIL177ES PRIOR TO EXISTING ' r ° v AC OR PCC PAVEMENT
n I CONDITIONS ARE DISCLOSED.
Cu
CONS77RUC7ION GAS SERVICE _ {-• / T - - T n " Cu
(2) CON TACT UNDERGROUND Z�,�� n v j �-� SEC 7'ION PER PLAN 2) CONTRAC SHALL FIELD VERIFY ALL CRI77CAL
POIN OF
ALERT FOR UTILITY MARK OUT �' �' v (NOT O T SCALE) _ ° a co CONNECTION AND THE CONDITION
OF ALL EXISTING ADJACENT SITE
PRIOR TO ANY CONSTRUCTION •� Sc y1'� OUTLET " RETAINING WALLS PRIOR TO PERFORMING ANY WORK.
CONTRACTOR SHALL
EXIS TING Clow 4 EXISTING TING 8 x
4 v � ,¢ REMOVE AND RECONSTRUCT ANY UNSTABLE OR UNUSABLE RETAINING
WA TER � a'� STORM DRAIN N
LATERAL _ WALLS AFTER FIRST OBTAINING PERMISSION TO DO SO FROM THE CITY
PRO TIC T 1N $ ENGINEER. NOTHING HEREIN SHALL BE CONSTRUED AS PERMISSION TO
EXISTING PLACE WORK OFFSITE OR AFFECT ADJACENT PROPERTY WITHOUT FIRST
,.. FG VARIES OBTAINING WRITTEN PERMISSION FROM ALL PROPERTY OWNERS AND THE
12 3/4" STL RIGHT-OF- NOTE; � �" _ --
GAS \ PRIOR TO ANY WORK BEING PERFORMED + W " ` Cl T Y ENGINEER.
TRANSMISSION 2 WEAKENED PLANE
�-. 1N THE PUBLIC RIGHT-OF- T- OF - WAY A =
MAIN
' 4� RIGHT-OF-WAY CONSTRUCTION PERMIT JOINT PER G -10 ;II ca N eR Of E SS I0,1,
SHALL BE OBTAINED FROM THE z w S ADE p ��,E L K.
PER PLAIV
ENGINEERING SERVICES DIRECTOR. w Z
520 -C -2500 a`! a % o c, ^
CONCRETE L, No. 41022 m v
NOM ,� ,� , EXPIRES 3-31 -2007
a FOR H K 3, USE SDRSD G -1, 6 ,v
1
DETAIL ) NOT TO SCALE s� c
9�. IViL � U
F o
PCC PAVEMENT EDGE CURB OF AL
a,
� r
DESIGNED B Y DRAWN BY CHECKED BY '
REVISIONS APPRO DATE REFERENCES DATE BENCH MARK SCALE TN MP TN MP APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO. �
DESCRIPTION: CITY BENCH MARK DATUM, BASED LOCALLY ON
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
THE FLOWLINE OF THE EXISTING 8" VCP SEWER PIPE AT H ORIZONTAL: 1 " =10' ? Q3 -115 CDP 1404 - G
C� 7 SSMH D.M.H.5 PER CITY DRAWING 76 -2904 (SHEET 13 OF / BY: BCUKER RESIDENCE
24 . SSMH "D.H.M.5" IS LOCATED APPROXIMATELY 110' N'LY V E R TIC AL:
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