HomeMy WebLinkAboutCT 02-07; EMERALD POINT ESTATES; PRECISE GRADING OF SITE; 2006-06-07•
GEOTECHNICAL EXPLORATION, INC.
SOIL & FOUNDATION E:NGINEJ;;RING • GROUNDWATER
HAZARDOUS MATERIALS MANAGEMENT • ENGINEERING; GEOLOGY
07 June 2006
SADDLEVIEWr LLC
c/o RWR Homes, Inc.
2710 Loker Avenue West, Suite 350
Carlsbad, CA 92008
Attn: Mr. Brendan Farrelly
Subject: Precise Grading of Site
Emerald Pointe Estates
APN 212-040-50 and 212-190-53
Sapphire Drive
Carlsbad, California
Dear Mr. Farrelly,
Job No. 9'7-'7;189
As requested, this letter has been prepared to provide our opinion regarding the precise
grading of side yard swales along residential units within the subject development.
If drainage swales are planned for a locatIon within 5 feet of the structure perimeter (as
shown on the Precise Grading Plan), the footings should be deepened to accommodate
minimum foundation embedment. It is understood that Geotechnical exploration, (nc.
should observe that the deepened footings are properly excavated during the foundation
excavation observations, in accordance with our recommendations for expanSive soils and
also in compliance with the precise grading plan locations.
If you have any questions concerning this mi!Stter, please contact our office. Reference to
our Job No. 97-7189 will help to expedite a reSp0nf/ie to your inquiries.
Respectfully submitted,
GEOTECHNICAL EXPLORATION, INC.
&.~7-R.C.E. 34422/G.E. 2007
Senior Geotechnical Engineer
7420 IRADE $fREET. SAN DIEGO, CA 92121 • (SS8) 549-07222 • FAX: (666) 549-1604· E-MAIL: geotech@lxpres.com
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MAP 14960 -CARLSBAD TCT CT 02-15
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SAIl aEGO CWIlY ASS£SSa!'s liN>
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;//JAP iVOJ 10872 E"VUIDIT ''8' j
__ -------AnWI --~_ I PALOMAR AIRPORT ROAD f£-__ I I-~--------
R=21J7.00' l=543.38' ----""= 0=1414'07"
~ ~
BASIS OF BEARINGS: . ~ W I
THE BASIS OF BEARINGS FOR THIS PLA T IS THE SOUTHEAST~I • ~ ~ ~/'
CORNER OF LOT 40 OF TRACT CT 02-15 ~I ~ ~
1.£ N02"J7'10"W Lor 40 ~I ~ ~. ~
PEA jJ;Jj.Jp JVD 14f}80 ~I 05, . ~ cs
10\ J L52 ~ Cl::: I ,.~~/ L47 £49 50 } N89'22'47"£ .. N
AnD I""WTlAlIIA TI"W c.~)~~~ N8,~~~;~t£ .... ~.~ .. ~~~.::.:~i:.:~.:.:.:~:~:.:.:.:.:.R;/(.:~.:.:.:.:. ~ ~ VII vVl IIIYV" IIVl ~'Y" ~................................................................. ~..'
SEE SHEET 2 C8 :::::::::::::::::::::::::!j#i;;1f{P:~':':':':':':':LJE"'~'~''''i I S8"fgyW_.~_ ~I$l/~--=:I ~ T.P'QB._ ~ I ,~~y __ ~ . ~:-tJ~
B-'),?J /' ~ 'Ji}9'5J"W ~ I ~ ~ ..." ~ LEGEND: s~ /',J 58,3.62' ~ I . ~ ~
----~/-EXIST. PROPERTY LINE ~I ~
~..,.,.:::::,..,-:,:::::::,.,.,.,.:::::::,..,-:,:::::::,.,.,.,.:::::::,:":,,:,::::::::~:::::::""-:'::::::::':':'1:::::1 INDICA TES WA TER AND SEWER EASEMENT I N87'22'50"£ ~
t:::::::::::::::::::::::::::::·. DEDICA TEO WITHIN LOT 40 , 102.8/ ~ I
AREA=46,935.76 SF (1.077AC) 4<V D::::20'~5ls7 P.0;8. 126.0 ,
P'Qe. = POINT OF 8EGINMNG ~I},i ~ f;fg4:45' 63.0
lP'QB. = TRUE POINT OF BEGINNING ~~ \\~~ LOr 20
(R) = INDICATES RADIAL BEARING ;f Dr OO~08
LEGAL DESCRIPnON:
LOT 40 OF CARLSBAD TRACT CT 02-15 BRESSI RANCH IN THE CITY OF CARLSBAD,
COIJNTY OF SAN DIEGO, STATE OF CAliFORNIA; ACCORDING TO !lAP
THEREOF, NO. 14960 fiLED IN THE OFFlCE OF THE COUNTY RECORDER OF
OF SAN DIEGO COUNTY, FEBRfJARY 04, 2005.
OWNER /OEVELOPER ,
JIM JACOB
ST. CROIX CAPITAL CORPORA TlON
4350 EXECUTIVE DRIV£. SUITE 301
SAN DIEGO, CA 92121
PROJECT LOCA TlON
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
THIS PLA T WAS PREPARED BY ME
OR UNDER' MY DIRECllON:
ADDRESS: SOfJTH EAST CORNER PALOMAR AIRPORT RO AND GATEWAY ROAD,
CARLSBAD, CA. APN NO 213--263-08 RUDY P. PACHECO, LS. NO. 5717
DATE: 7-9-05
SCALE: 1".= 100'
.N. 213-263-08
CARLSBAD MUNICIPAL WA
PROS-_
SEWER AND WATER EASEMENT· PLAT
LOT 40 OF CARLSBAD TRACT CT 02-15
BRESSI RANCH
577WTRESM .dwg 10-4-05 7: 5 om EST
DATE
EXHIBIT 'B'
AIRPORTj?QA!2-f--_ ~fi ~ _.-JD?:1:::1~4"J~4'O~7"'.-!!:;!!lJ.~----!L:.:::=S~if.J.~.J8~" ,~9
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LOT 40
PER j/jjjJp NO 14fJ80
,\V)
0:::: 190.00 \0 R:::: '105 ~ L::::5 t• \~
\.!;t ~
N56WJ'J8"W laoo
CARLSBAD MUNICIPAL WATER
PR05-_
SEWER AND WATER EASEMENT PLAT
LOT 40 OF CARLSBAD TRACT CT 02-15
BRESSI RANCH
T1.dwg 10-4-05 7:57:37 am EST
R:::290.65,
L:::104•45
LOT 20
CT 00-'08
. ~ jl;JJ.1P 14800 ~((), , ~.~~~ ~ JJ'~~ ~..J
·PR 05-17
SH£ET: 2 OF.J
EXHIBIT 'A'
DATA TABLE'
LINE TABLE LINE TABLE CURVE TABLE
NO. BEARING LENGTH NO. BEARING LENGTH NO. DELTA RAP/~5 -LENGTH
LT 505'53'39't 16.00 L39 510'23'55"£ 15.00' Cl 0~72'54" . 490.00' 53.15'
L2 SB3V9'53"W laoo' L40 Nl0"23'5S"W 15.00' C2 02"38'48" 240.00' 11.09'
L3 505'53'39"£ 16.00' L41 N79"36'OS"£ -'laoo' C3 03"3J'JB" 510.00' 31.69' .
L4 N79:16'o3"£ 17.40 L42 . $10'23'55"E .. 15.00' C4 n.J:J3~J8". 490.00' 30.45'
L5 506'50'19"£ 2aoo' L43 N79:J6'oJ"£ laoo' C5 _ 23"32'09" 82.00' , 33.8(}'
L6 579:16'o3"W 17.40' L44 510"23'51"E laoo' C6 3175:J4" 190.00' 103.66'
L7 510*23'57"£ 2.38' L45 579:J6'oJ"JY laoo' C7 07"41'24" 190.00' 25.50'
L8 N79:16'o3"£ 10.75' L46 510"23'57"£ 28.10' C8 02"43'02" 260.00' 1233'
L9 510*23'57"£ 16.43' L47 N06*24'13"W 11.12' C9 04"53'14" 510.00' ,43.50'
LTO 579:16'o3"W 10.75' L48 N837)9'53"£ laoo' Cl0 0276'12" 510.00' 20.21'
L11 N757/'17"£ 25.91' L49 506*24'13"£ 11.12'
LT2 NI4"48'43"W to.OO' L50 N03V6'54"W 10.11'
U3 N757/'17"E 10.00' L51 N86"53'06"E 10.00'
LT4 514"48'43"£ 10.00' LS2 503V6'54"£ 10.06'
U5 N757/'17"£ 65.72
L16 N47:J4'46"W 8.03'
L17 N42"25'14"£ 10.00'
U8 547:14'46"E 8.03'
U9 N3373'22"£ 13.41'
L20 N55"46'38"£ 10.00'
L21 N3373'22"£ 8.61'
L22 N24:J5'15"W 20.03'
L23 NIO'23'57"W 47.50'
L24 510'23'55"£ 12.50'
L25 579 "36'OS" 10.00
L26 NIO'23'55"W 12.50'
L27 562"S3'10"W 33.62'
L28 527V6.50"£ 9.84'
L29 562"53'10"W 19.73'
L30 N27V6'50"W 9.84'
L31 562"S3'10"W 28.95'
L32 N79"36'o5"E 32.38'
L33 N79"36'o5"£ 10.15'
L34 Nl0'23'55"W 15.00'
L35 N 79 "36'05"£ 10.00'
L36 510"23'55"£ 15.00'
L37 Nl0'23'55"W 15.00'
L38 N79"36'OS"£ 10.00'
VICINI TY MAP
TO SCALE
CARLSBAD MUNICIPAL WATER DISTRICT
DATE: 7-9-05
SCALE: 1" = 100'
A.P.N. 21 J-26J-08
PR 05-17
SEWER AND WATER EASEMENT PLAT
LOT 40 OF CARLSBAD TRACT CT 02-15
B RANCH
577WTRESMT1.dwg 10-3-05 5: 08: 27 pm EST
PR 03-28
SHEET: J.OF 3
/
e
Project: EMERALD POINTE ESTATES
Based on 40' scale Rough Grading Plans dated 3/21105
: .. ""'-, . J
W.O.No: 2339-18
Date: 3/24/2005
By: mm
Scale: 40'
Tapa: aerial
TOTALS ............ .
RAW CUT/FILL
39223 CY
39.223 CY
2.79 AC
RECEIVED
JUN 23 2005
ENGINEER~NG
DEPARTMENT
Hunsaker & Associates San Diego, Inc.
10179 Huennekens Street
San Diego, CA 92121
.. ' Ph# (619) 558-4500
mrld2-1.xls
49769 CY
49.769 CY
2.96 AC
Job Id# MRLD2
Design Gnd#: 1
St. Undcut: 2'
CY
(10.546) CY
.............
I \
-. Project: EMERALD POINTE ESTATES
Based on 40' scale Rough Grading Plans dated 3/21105
W.O. Na: 2339-18
Date: 3/24/2005
By: mm
Scale: 40'
Tapa: aerial
RAW CUT/FILL
39223 CY 49769 CY
Job Id# MRLD2
Design Gnd#: 1
St. Undcut: 2'
CY