HomeMy WebLinkAboutCD 2023-0016; URBINO MINOR SUBDIVISION; Consistency Determination\
I
I
I
I
I
SFNF
/
/
/
/
(P) s• MINUS ROCK
GRAVEL@ Ii'.. TO KEEP
FROM SPIWNG ON TO
ADJOINING PROPERTY
/
I
/
/
/
/
I I
/
I
I /
I
FD. 3/4" IRO~ PIPE WITH
TAG STAMPEQ> "R.C.E. 13817"
ADU
190
185
9.
PARCEL 2
-7
~ ~s?
WALL-" ~1=.W1
~ '>
o.'oY " ~
I
I
I , -
,/'-/ r
f-
It
I
l
J
PARCEL 1
'
>S:,o
~DRAINAGE SWALE q,.
ll"-1,,
~"Q_'o> '-<%&a < &6'. • 1:lfr ~ s
ro1:> 51.--
/ D/W @ 186.0
'"' ' ~, ' ' ,.,,., ,~ ~ ' ::::::•::;::::::::?::1 l::::':i:::::-::.:-:,:.
SECTION "A-A"
SCALES: H&V = 1''=5'
I
I
I
~
NEW PROPOSED: PRELIMINARY GRADING PLAN CDP 2022-0013/MS 2022-0001
NEIGHS
195
OR
/ '.E) G
190
ROUND
VERT! CAL CUT. INSTALL
WALL/CURB "'C-9"
185
3 9 9 7 P AR K D ,,,,R I VE / ,~ I I / --=s<: ____ __,,
EASEMENT FOR PUBLIC STREEJ/AND PUBLIC UTILITY,,-___..-• -
PURPOSES GRANTED TO Tl;iE' CITY OF CARLSBAD /
JANUARY 23, 1995 BY DOC. NO. 1995-0028707. / / I
191.9 TW / 192.5 TW I
191.0 BW 1 192.0 BW ---
EARTHWORK QUANTITIES
CUT= ~ C.Y. +/-FILL= ....,ThQ_ C.Y. +/-
IMPORT = ..fil._ C. Y. + /-
EARTHWORK QUANTITIES NOTE:
THE QUANTITIES OF CUT/FILL SHOWN HEREON WERE
CALCULATED USING REASONABLE ENGINEERING METHODS AND
ON A THEORETICAL BASIS ONLY, THEY DO NOT INCLUDE
VOLUMES FOR CLEARING/GRUBBING, SHRINKAGE AND/OR
SWELLING WHICH CAN/WILL INEVITABLY AFFECT THESE
QUANTITIES. THE QUANTITIES ESTIMATED ARE FOR USE IN
CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC
AGENCY. GRADING CONTRACTOR TO BE RESPONSIBLE FOR
DETERMINING THEIR OWN GRADING QUANTITIES.
2: 1 CUT
SLOPE
10
-
5
I I
\~o, \ \ 5 /).
\ SFNF \ , S NF
\
6 \ \
\
\ ·. 1
' \
b,
~• MIN.
"' {P) MODIFIED
G-14A DRIVEWAY
FOR PA__RCEL 1 "' "' (E) 3/4" "'
GAS LATERAL
/
/ 3
3 /
/
/
I
I
I
I
,......,..--(p) MODIFIED
G-14A DRIVEWAY
\-;FOR PARCEL 2
"o I '\, I ;;,;
\
0
1/1
<(
Cl
(E) CURB \
INLET
H
1/1
1/1
E
u.l
I
I
/3
I I
I I I
-0
)>-
;o /
::,-;/
CJ/ ::;c -/<
/ rr,
\
~ \\,
\ Sl .F-----"'25::...•+-----\---
\
0 10
SCALE IN FEET
SCALE: 1" = 10'
20
RIM=193.26
INV=181.18
co
<(
Cl
RIM=193.95
INV=183.33
1
I ,
I
1
-+---++---7EL-----
en <(
Cl
(/)
I
ENGINEER OF WORK
I HEREBY CLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PR J T AND I HAVE EXERCISED RESPONSIBLE
CHARG O ER THE SIGN OF THE PROJECT.
12/22/23
DOUGLAS E. LOGAN
C 39726 EXPIRES: 12/31 /25
CD 2023-0016
EXISTING LEGEND
--------CALCULATED BOUNDARY
EDGE OF PAVEMENT
-• -• • -• • --FLOW LINE
CONCRETE/BACK OF CURB
WOOD FENCE
GATE
<!
6 L I CONCRETE
~-------~
0
0
@
@
0
®
®
(j)
®
SFNF
TREE
PALM
SEWER MANHOLE
STORM DRAIN MANHOLE
FIRE HYDRANT
WATER METER
IRRIGATION CONTROL VALVE
POWERPOLE
MAILBOX
WATER VALVE
SEARCHED FOR, NOT FOUND
PROPOSED LEGEND
l / /7/7 0 PROPOSED BUILDING
PROPOSED CONCRETE
PROPOSED LANDSCAPE
PROPOSED LOT DRAIANGE
PROPOSED RETAINING WALL
EXISTING UTILITY LEGEND
[6) 8" FTAC WATER MAIN PER DWG. 145-7.
(§] 8" STEEL WATER MAIN PER DWG. 145.7.
@) 8" AC WATER MAIN PER DWG. 133-8.
@J 8" VCP SEWER MAIN PER DWG. 133-8.
[I) 8" VCP SEWER MAIN PER DWG. 158-6.
II] ELECTRICAL UTILITY PER SDG&E.
@J 2" GAS MAIN PER SDG&E
[8J 1.5" H.P. GAS MAIN PER DWG. 158-6
[D 36" RCP STORM DRAIN
QJ AT&T LINE PER AT&T
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax
PRELIMINARY GRADING PLAN
SHEET 2 OF 3 CITY OF CARLSBAD
APN: 207-120-40
PROJECT NAME & SITE ADDRESS:
RCE-7907
3997 PARK DRIVE
CARLSBAD, CA 92008
CDP 2022-0013/MS 2022-0001
CALIFORNIA COORDINATE INDEX: 328-1665 -~~~~----
R:\Projects\7907 -U-bino\SURVEY\-PM\7907-TP1,l02.dwg 12/22/2023 9:23 AM
fl::
0
IL
l-o z
>-
fl::
<(
z
~