HomeMy WebLinkAboutRP 02-02; W. KENT JESSEE OFFICE BUILDING; Site Plan"' V
£ c:s
338RDPO!.ciwg 11-5-0~ 10 c5'43 UM EST
'i::, EXISTING
I ADJACENT
"' GRADE
,---TOP OF WALL
FINISH GRADE
SECTJON 8-8
;
/
TOP OF CURB
I
PA VE:D SURFACE
ADJACENT--,.
GRADE
.......... N55'J'729"E 201.6B'
---rap OF WALL
,--FINISH GRADE
TOP OF CURB
PAVE:D SURFACE
•
\
/ I
!
/
VAN
~
/! ,/ l
J ' J /! / .
=Ti'"
-----~---~-~-~\-· '
----.!117¥--tl· ... ~,JJ,-1+ ......... -!!j!~
ttr'tl
/
P-----<-~" ---/---•~
40'
24'
/
I
C
c_
n,
II
II
rn
::0
co
0
<!:
Projt1cf slft1.
LEGEND
PROJECT BOUNDARY·
EX/SllNG SPOT ELE:VA llONS·
EX/SllNG CONTOUR
DR
VICHTY MAP
NO SCALE
---------
❖ / 4,'l,·
" ---. .,,. ~------::f_ -j·cx.r.1/2j ................ Cl)-~-EXISllNG SANITARY SEl'IE'R ct MANHOLE
EXISllNG WATER MAIN· .-c·,
··,
-----·• .• ,\<I>
_¥--..::8~•.!:p.!:vc!'....,,SD O 1,00% "lN. 1 ,;.:;) ---'---"'"'::.:.:....-=· 1/l=
••·••••·,·"·:
////
OWNER
WILLIAM KENT JESSEE
2815 JEFFERSON STRITT
CARLSBAD, CA 92008
LEGAL DESCRIPTION
PORllON OF LOT 4B OF CARLSBAD TRACT NO. 1722
ASSESSORS PARCEL NUMBER
230-110-29
DRAINAGE NOTE:
THE LOT DRAINAGE SHALL BE COLLECTED AT VARIOUS
LOCA noNS BY TRENCH DRAINS AND CONVO'ED VIA PIPE ro
A SUI.IP PUMP WITH BATTERY BACK-UP AND THEN PUMPED
TO CURB AND GUTTER IN JEFFERSON STREET.
TRENCH DRAINS SHALL BE CONSIRUCTED WITH FOSSIL FILTERS
TO REMOVE CONTAMINANTS PRIOR TO ENTRY TO PUBLIC STREET.
(
\
\
\
\
\ \
\ ' I I
/ 't1
jU':-H,,.
EARTHWORK 0UAN111E::J
CUT:
FILL:
EXPORT:
REMmlAJ.:
657 CUBIC YARDS
265 CUBIC YARDS
392 CUBIC YARDS
+/-725 CUBIC YARDS PENDING
FOUNDA llON DESIGN
NOTE: REMEDIAL EARTHWORK WILL NOT EXTEND BEYOND
PROJECT PROPERTY LINE. MINIMUM BUILDING SETBACK IS
5'-0" FROM PROPERTY LINE.
5.00' \IC
I I
l
CL DRIVEWAY PRORLE
SCALE: HOR. 1• = 10', VERT. 1• 10'
-t
.:::0 .. -· ' n,
n,
-t
6.00' VC
I I
EXISllNG FIRE HYDRANT ASSEMBLY
EXISTING STORM DRAIN
EX/SllNG STORM DRAIN STRUCTURE·
EXISTING GAS LATERAL·
EXISllNG S£WfR LA TERAl
EXISllNG WATER LA TERAt
EXISTING TREES·
EXISTING STREET LIGHT-
EXIS71NG ELECTRICAL LINES
EXIS71NG GAS LINES·
PROPOSED CONTOUR
PROPOSED FINISH SURFACE
PROPOSED TOP OF CURB-
PROPOSED PA VEMENr
PROPOSED FINISH GROUND·
PROPOSED Fl.OW LINE·
PROPOSED GRADIENT-
PROPOSED STORU DRAIN (PVT)
CONSTRUCT AREA DRAIN ·
CUT /FILL SLOPES (2: 1 MAX) ·
DA YI.IGHT LIMITS·
PROPOSED S/DEWALJ(,
PROPOSED AC PA ',fMENT-
PROPOSED DRll£WAY
SA WCUT LINE·
SIDEWALK UNDERDRAIN (PVT)
PROPOSED RAMP-
~
~ .
--···-G-
. ~
(5 41,QQ
JJc f!.OQ
£ 41,0ll.
tG ,tf.Q!l • a ,i1.oo ~
cuTY FILL'{
UI
0/. . 5912 P{ '3o/o
RP02-02
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92 I 31
Ph. (858) 695-3344
Fax: (858) 695-3117