HomeMy WebLinkAboutPD 411; Rancho Carrillo; Planned Development - Major Subdivision (PD)11^
CITY O^ARLSBAD - ENGINEERING DEPA>l4/IENT
APPLICATION
FOR ENGINEERING PLAN CHECK OR PROCESSING
Complete all appropriate information. Write N/A when not applicable.
PROJECTNAME: Rancho Carrillo. P.D. 411 DATE: 8/31/00
PROJECT DESCRIPTION:
PROJECT ADDRESS: Melrose Drive and Poinsettia
LOT NO(S).: Ill MAP NO.: 13551
NO. OF DWELLING UNITS: N/A LFMP ZONE: i8_
APN(S).:
# LOTS:
222-601-04, 05
N/A # ACRES: N/A
OWNER: Citv of Carlsbad
Mailing Address: 16.35 Faradav Avenue
Carlsbad, CA 92009
Phone Number: ( 760 ) 602-2720
I certify that I am the legal owner and that all the above
information is true and correct to the best of my knowledge
Signature Date
APPLICANT: Continental Residential. Inc,
MallingAddress: 2237 Faradav Avenue. Suite 10(
Carlsbad. CA 92008
Phone Number: ( 760 ) 931-1980
Signature Date
CIVIL ENGINEER: Norman C. Arndt
Firm: Rick Engineering Company
Mailing Address: 5620 Friars Road
San Dlego. CA 92110
SOILS ENGINEER: pavid Leake
Firm: Geocon
MallingAddress: 6960 Flanders Drive
Phone Number: ( 619) 291-0707
State Registration Number: 21693
San Diego. CA 92121
Phone Number: ( 619 ) 558-6900
State Registration Number:
ADDITIONAL COMMENTS: Construction change to Dwg. No. 331-lA. Sheet 11
IMPROVEMENT VALUATION
1. What water district is the proposed project located in? (circle one)
Carlsbad Municipal Water District Olivenhain Vallecitos
2. If in the Carlsbad Municipal Water District, what is the total cost estimate, including the 15%
contingency fee, for water and reclaimed water improvements (if applicable)?
3. What is the total cost estimate, including the 15% contingency fee, for sewer (for Carlsbad
Municipal Water District only), street, public (median) landscape and irrigation, and
drainage improvements (if applicable)?
4. What is the total cost of landscape and irrigation improvements on private property (if applicable)?
$
cut cy fill
GRADING QUANTITIES
cy remedial cy import/export cy
DOCS/MISFORMS/APPLICATION ENG PLANCHECK OR PROCESSING 1^ All REV, 10/06/99
APPLICATION FOR:
(• all that apply)
FO/?c/rytys£OA/Ly
APPLICATION FOR:
(• all that apply)
Plancheck
Number Type
Drawing
Number Project I.D.
Deposit/Fees
Paid
• Adjustment Plat ADJP
• Certificate of Compliance COC
• Dedication of Easement
Type:
DOE • Dedication of Easement
Type:
Type:
• Encroachment Permit ENCROACH
• Engineering Standards Variance ESV
• Final Map FM
• Grading Plancheck GRPC
• Grading GRADING
• Improvement Plancheck IPC
• Parcel Map PM
• Quitclaim of Easement
Type:
QUITC • Quitclaim of Easement
Type:
Type:
• Reversion to Acreage RTA
• Street Vacation STV
• Tentative Parcel Map MS
• Certificate of Correction CCOR
• Covenant for Easement COVE
• Substantial Conformance Exhibit SCE
APPLICATION ACCEPTED
MASTER PROJECT ID:
RECEIPT NUMBER:
PRELIMINARY SIERRA SYSTEM INPUT INITIAL:
SIERRA SYSTEM INPUT INITIAL:
R:BASE INPUT INITIAL:
MASTER FILE NUMBER: R
• OTHER:
St? 0 1 2000
DEPARTMENT
DATE STAMP
APPLICATION RECEIVED
DOCS/MISFORMS/APPLICATION ENG PLANCHECK OR PROCESSING REV, 10/06/99
CITY OF CARLSBAD - ENGINEERING DEPARTMENT
APPLICATION
FOR ENGINEERING PLAN CHECK OR PROCESSING
Complete all appropriate Information. Write N/A when not applicable.
PROJECTNAME: El Fuerte Embankment DATE:
PROJECT DESCRIPTION: Emergency Spillway Structure
East of El Fuerte, North of Rancho Pancho PROJECT ADDRESS:
LOTNO(S).: N/A MAP NO.:
NO. OF DWELLING UNITS: N/A LFMP ZONE:
N/A
17
APN(S).: 213-030-16
# LOTS: N/A # ACRES: N/A
OWNER: Lennar Bressi Ranch Venture
Mailing Address: 5780 Fleet Street, Suite 320
Carlsbad, CA 92009
Phone Number: ( 760 ) 918-8858
I certify thajfl arn the ieMl owner and that all the above
informatiorj is trilp and cjfrrect to the best of my knowledge
Date b(l'^^ti>tr Signatur*
APPLICANT: Continental Residential, Inc,
MallingAddress: 2237 Faraday Ave. , Suite 100
Carlsbad, CA 92008
Phone Number: ( 760 ) 931-1980
Signature Date
CIVIL ENGINEER: Roger L. Ball
Firm: Rick Engineering Company
Mailing Address: 5620 Friars Road
SOILS ENGINEER: David Leake
Firm: Geocon. Inc.
San Diego, CA 92110
Phone Number: ( 619) 291-0707
Mailing Address: 6960 Flanders Drive
San Dlego, CA 92121
Phone Number: ( 858 ) 558-6900
State Registration Number: 27678 State Registration Number: 22527
ADDITIONAL COMMENTS:
IMPROVEMENT VALUATION
1. What water district is the proposed project located in? (circle one)
Carlsbad Municipal Water District Olivenhain Vallecitos
2. If in the Carlsbad Municipal Water District, what is the total cost estimate, including the 15%
contingency fee, for water and reclaimed water improvements (if applicable)?
3. What is the total cost estimate, including the 15% contingency fee, for sewer (for Carlsbad
IVIunicipal Water District only), street, public (median) landscape and irrigation, and
drainage improvements (if applicable)?
4. What is the totai cost of landscape and irrigation improvements on private property (if applicable)? $
-0-
-0-
cut -0-cy
GRADING QUANTITIES
-0- cy remedial -0-cy import/export -0-cy
DOCS/MISFORMS/APPLICATION ENG PLANCHECK OR PROCESSING DJ3 W// REV. 10/06/99
APPLICATION FOR:
(• all that apply)
FOR CITY USE ONLY
Plancheck
Number Type
Drawing
Number Project I.D.
Deposit/Fees
Paid
• Adjustment Plat ADJP
• Certificate of Compliance coc
• Dedication of Easement
Type:
Type:
DOE
• Encroachment Permit ENCROACH
• Engineering Standards Variance ESV
• Final Map FM
• Grading Plancheck GRPC
• Grading GRADING
• Improvement Plancheck IPC
• Parcel Map PM
• Quitclaim of Easement
Type:
Type:
QUITO
Q Reversion to Acreage RTA
• Street Vacation STV
• Tentative Parcel Map MS
• Certificate of Correction CCOR
Q Covenant for Easement COVE
• Substantial Conformance Exhibit SCE
APPLICATION ACCEPTED BY:
MASTER PROJECT ID:
RECEIPT NUMBER:
PRELIMINARY SIERRA SYSTEM INPUT INITIAL:
SIERRA SYSTEM INPUT INITIAL:
R:BASE INPUT INITIAL:
MASTER FILE NUMBER: F
• OTHER: DATE STAMP
APPLICATION RECEIVED
DOCS/MISFORMS/APPLICATION ENG PLANCHECK OR PROCESSING REV, 10/06/99
CITY^i <;ARLSBAD - ENGINEERING DEP>w< 1IO1ENT
APPLICATION
FOR ENGiNEERING PLAN CHECK OR PROCESSING
Complete all appropriate information. Write N/A when not applicable.
PROJECTNAME: Rancho Carrillo DATE: 9-9-97
PROJECT DESCRIPTION: street widening Palomar Airport Road
PROJECT ADDRESS:
LOTNO(S).: 0 0
NO. OF DWELLING UNITS:
MAP NO.: _
0 LFMP ZONE:
APN(S).:
18 # LOTS: # ACRES:
Continental Ranch, Inc. OWNER:
Mailing Address: 12636 High Bluff Drive, #300
San Diego, CA 92130
Phone Number. (619 ) 793-2580
I certify that I am the legal owner and that all the above
information is true and correct to th^^ of my knowledge
Signature A > ^A^jpaie
APPLICANT: Continental Ranch. Inc.
MallingAddress: 12636 High Bluff Drive. #300
San Dlego. CA 92130
Phone Number. ( 619) 793-2580
Signature t±17
Rpg^r L, ggi CIVIL ENGINEER
Firm: Rick Engineering Company
MallingAddress: 5620 Friars Road
SOILS ENGINEER: David Leake
Firm:
Mailing Address:
Geocon. Inc.
San Diego. CA 92110
Phone Number ( 619 ) 291-0707
6960 Flanders Drive
San Dlego, CA 92126
Phone Number (619 )558-6900
State Registration Number 27678 State Registration Number:
LANDSCAPE ARCHITECT:
Firm:
Mailing Address:
ADDITIONAL COMMENTS:
Phone Number ( )
State Registration Number
IMPROVEMENT VALUATION
1. What water district is the proposed project located in (circle one)?
Carisbad Municipal Water District Olivenhain Vallecitos
2. If in the Carisbad Municipal Water District, what is the total cost estimate, including the 15%
contingency fee, for water and reclaimed water improvements (if applicable)?
3. What is the total cost estimate, including the 15% contingency fee, for sewer (for Carlsbad
Municipai Water District only), street, public (median) landscape and irrigation, and
drainage improvements (if applicable)?
4. What is the total cost of landscape and irrigation improvements on private property (if
applicable)?
$ 31.073
$915,971
$
cut cy
GRADING QUANTITIES
cy remedial 0 cy import/export 0 cy
DOCSrtl/IISFORMS/APPLICATION ENG PUNCHECK OR PROCESSING REV. 6/10/97
APPLICATION FOR:
(/ all that apply)
• Adjustment Plat
FOR CITY USE ONLY
Plancheck
Number
ADJP
Drawing
Number
Deposit/Fees
Paid
• Certificate of Compliance coc
Q Dedication of Easement
Type:
Type:
DOE
• Encroachment Permit ENCROACH
• Engineering Standards Variance ESV
• Final Map FM
• Grading Plancheck GRPC
• Grading
^(Iniprovement Plancheck
GRADING
IPC
• Landscape Plancheck LPC
• Parcel Map PM
• Quitclaim of Easement
Type:
Type:
QUITO
• Reversion to Acreage RTA
• Street Vacation STV
• Tentative Parcel Map MS
• Certificate of Correction CCOR
• Covenant for Easement COVE
• Substantial Conformance Exhibit SCE
APPLICATION ACCEPTED BY: i^Or (=>
MASTER PROJECT ID: A-\ |
RECEIPT NUMBER:
PRELIMINARY SIERRA SYSTEM INPUT INITIAL:
SIERRA SYSTEM INPUT INITIAL:
R:BASE INPUT INITIAL:
MASTER FILE NUMBER: F
• OTHER:
RECEIVED
SEP 12 a/
ENGINEERING
DEPARTMENT
DATE STAMP
APPLICATION RECEIVED
DOCS/MISFORMS/APPLICATION ENG PLANCHECK OR PROCESSING REV S/10/97
JAN-21-3e 10=55 FROM=CONTINENTAL HOMES ID = B137332575 PAGE 2/3
CITY Oi, JARLSBAD - ENGINEERING D^ ./ARTMENT
APPLICATION
FQR ENGINEERING PLANCHECK OR PROCESSINQ
CgBlEMe aS BPPfoor»at» intormtitlon. Write WA when not opofeabfa.
PROJECT NAME: Rancho Carrillo Offsite Sfewcr DATE:; 8-18-97
PROJECT PgSCHlPTlON; Force Main T..a Costa North Sewage Puap Station to El Camiao Real
PROJECT ADDRESS:_
LOT NOfS).: ' N/A
S/A
MAP NO.; N/A APN(S>.:_
OWNER: .
Moiling Addre
Contincctal Ranch. lac.
12636 lilgti Bluff tyrlve. #300
San DlefiO. CA 92130 '
jl Phona Numbv: {. 619 793-2580
I cwtfy thtt 1 m tfie I«g«L ownw oTKl that on 4M above Wer^^
«trH»andeofrecttoth«!bastof'nyf
Signature^, ^>t<^^4 ' Date ll
APPUCANT; Cofttincntal Raach, Tac. .
WtoilinBAddress:: 12636 Hifch Rlulf Dr.xve. g300_
San DicEO. CA 92130
Phon,N««*«= f &19 ) 793-2580
1 ceil>y Ihet 1 «R Itt* »sc<4 ef the l«g«i owner (Hid Ihk on irtfecni^^
tNs sheet i* tru* «M correct to the best 9^ rty kneMvdge.
Signature >^
CIVIL PMfilwgPa- Norcan C. Aradt
Firm: Rick gngineerlng Coiin?.iTiY
SOILS ENGINEER: Oavld Leake
Firrn; Geocon. Inc-
Mwllhs A<Mr«*s: •?^20 l^rtars Road
San PicfiO. CA 92110
Phon*Numh«-. f ft\<^ ) 2^1-0707
MUEngAddress: 6960 Flanders Prive .
San PlcRO. CA 92J.26.
PhoneNumbw; I 619 V 558-6900
Sww.He^lstrMiDn Number: 2169.3 Stale R^istrvtisrt Number • 22527_
LANOSCAPE APrHlTFtrrr None
Rrm:
Msalang Address: - —
ADOmONAL COMMENTS:
Phone Nuinber: f J_
Sbri* RegisMnrt Number:.
NO- OF LOTS;. NO. OF DWELUNG tiNrrS: 0 LFMP ZONE: '
IMPROVEMENT VALUATION: sewer, water & redaimied W8ter:_3a5^03l_—.
Water District (circte one): Carisbad Mum'cipal Water District OGvenhain
streets and drainage: 0 lfl»idscap«____2
NO. OF ACRES:
Vallecitas
0 CY cut 0 (sy fin 9 " . _ cy .
rtanedial , 0 , cy impbrt/ieaqMrt "0 • " . .„. •cy 1
PLEASE CHECK OFF APPUCATION TVPES ON REVERSE SIDE
P«OOCS(MISFOiU«SFItM000a
JPkH-21-aB 10 = 5B FROM = CONT I NENTAL HOMES ID:B137932575 PAGE 3/3
APPUCATION FOR (CHECK ALL THAT APPLY):
FOR cm ^'E ONLY • ;-• 1
APPUCATION FOR (CHECK ALL THAT APPLY):
. Plancheck
• Number .• \
V Drawing " Number
Project Oeposil/Fees
; Paid.::
• Adiustment Plat : •', :""itx«> • •. .'.•'..-•.? ^^M^'ff A
• Certificate of CoorpHance | •OOC. .... - A • '•' . .. ."•'"--^""•"'••.: • • • C iDedicatlon of Easement
Type:- _
Typer • . J *" ;• • •I^>
V'-vboe"
• '•.-"•-" \ '. \ '«,."'* '•
TI. • 'f •.'„•:; v.v.':?.
'- •• .:•;:•.;'-55 ^:'-'ffW^A
n Encroachment Permit '.^'-•••:"'4-';l:'-' • • 'M^p:^!
r~l Fnn\r\f^-r\nQ Standards Variance " ':A\J>TAJ^^\ "•" I^i.lC;'.'.'.
sAfi(A^ -. ;•/*.'»; -';^-"- -'
1 V^rtrl'mn Planrhpck
„ V. •' *>• ''' • ^-V^ .•; -.^.•-•••'."•t r f-.-^-"
'• ''.-}'t^^iSSL'. J:?"^
F mn rnuom^rrr Planchectc Ay.i^A''' - -7.y. . - . "' >', „ • ' . ; •. ri;-!ri;,"ir.v' , ...
n I ^nMcfanpt Plancheck
XC" i • ••7 ";.,^^;f .-*', \'•'•'>•'*'^^'•^^•'•-y
n piarcel Mao • •--^^^^^
:• '-^ A:Airy^.
• Quitdeum of Eiasement
Typja- '.
, .......... -^^jij^^.i,
-'7Jf*T^'^^^^'-
n Reversion to Acreage
-- ^•'lis^v'v'S'sr--'' r:-.«.y--, r^-'jl-
-. "^^v-i;j^!.
1 • Street Vacation j '"'•' fr.?- s?-' ll ."'^^ ,"'•."."Vii"V "•-
•Tentative Parcel ^/fep | 5^-^^-.:;'::i'-i^ : .•^•;'^.;:;:7".-::: -''5'
• certtficate of Correction . |v'^r'^i"'7'?^'^^^^ '-'CCOR, -r.-•.,1—-^ .TZ,—
O'Covertant for Easement 1 ••?v:;:^~-^'^:-
, ,• .< .JlSJvs i'Vir'-••''in'ir' 1
.U'-f-,-.-;- J
n Substantial Cbnfonmanee Bdhibft |. r; '
'. •' .SCS: • '•
APPUCATION AdpEPTEp,BY:l.
RECBPT NUMB^.,
SIERRA SYSTEM INPUT iNtTlAL ^ - •• -r • . R:BASE INPUT IMrriat • • - jr. • • • ; , :
MASTER RLE NLfMBERilT""-"' ^
..<: A J¥ *i "^^ •
.^-.---w'*'-;-^'-'—•• '"^'""^^^ .,..1 • ,• I •', T^'.'-, 1 in —'
. ^2.>^I^VDATE'STAMP ' -••i--A^fi
•'T7- APPUCATION RECBVED. -r. • ;'
CITY CPARLSBAD - ENGINEERING DEPA^^ENT
APPLICATION
FOR ENGINEERING PLAN CHECK OR PROCESSING
Complete all appropriate information. Write N/A when not applicable.
PROJECT NAME: P^/nse.-Hl'nL S^vu<^j& L'Ai Sfa^/a^ DATE: 7-/</-97
PROJECT DESCRIPTION: /^>P4^.;/^ r.u, .9^,..^^^ /:if si.t,:. -C.. A.<.U d^rrJ//.
f>rc!j?.rt-
PROJECT ADDRESS: /^r^.e / /^. n f>^Aio^ f.rr.J 3 A W.^ JiL.
LOT NO(S).: A^/A MAP NO.: /j/A APN(S).: Ay/A
NO. OF DWELLING UNITS: LFMP ZONE: # LOTS: # ACRES:
OWNER:
Mailing Address:
Tr> A^./3,^/<;W 7)1. /J. A
Plione Number: {-7up) J4?,9'X1:LX
I certify that I am tlie legal owner and that all the above
infonnation is true and correct to the best of my knowledge
Signature Date
APPLICANT: Uil^ar.
MallingAddress: 7^3/^.L>.a. >^.-y..'
/l.A.5hA- ^^'^'f
Phone Number (Vi^o) VJ^-WJZ^
Signature Date 7'(^-T7
CIVIL ENGINEER
Firm:
Dele ter S. Ul/nnr^
Mailing Address: 70,^ Pc.Ur.ar A:r^^r
SOILS ENGINEER: [)<xi/,'J f. Leake.
J2^
A/A W, rA 92^9
Phone Number ( 7U>) ^32'-
Mailing Address: f/g^^r', /7^/,/^-
Phone Number (6/9 Y S'S^sr-6,900
State Registration Number (3/} ^ <^ '^H^ State Registration Number (34 3L3LS3^1
LANDSCAPE ARCHITECT: T^c/e T. /V<xkacuA^ie,
Firm:
Mailing Address:
Phone Number
12S^ Tsu.K&(leAr& OrJ^e.jSfe.S^
) S^O'/SlA
ADDITIONAL COMMENTS: TU r.r/.i^A-M.u.n.
Lulll fra^s4f^ -f^e f///e tLe L'-^t
sfA-j/oj^^i fe -j-Q ite- Duiricrt.
State Registration Number (2, A /'¥S^
IMPROVEMENT VALUATION
1. What water district is the proposed project located in (circle one)?
C Carlslbad Municipal Water District 3 Olivenhain Vallecitos
2. If in the Carlsbad Municipal Water District, what is the total cost estimate, including the 15%
contingency fee, for water and reclaimed water improvements (if applicable)?
3. What is the total cost estimate, including the 15% contingency fee, for sewer (for Carlsbad
Municipal Water District only), street, public (median) landscape and irrigation, and
drainage improvements (if applicable)? ^, 351 ^ 595
4. What is the total cost of landscape and irrigation improvements on private property (if
applicable)?
A/A
A/A
cut cy fill
GRADING QUANTITIES
cy remedial AfJA cy import/export //JA cy
DOCS/MISFORMS/APPUCATION ENG PLANCHECK OR PROCESSING REV. 6/10/97
APPLICATION FOR:
(•all that apply)
FOR CITY USE ONLY
APPLICATION FOR:
(•all that apply)
Plancheck
Number Type
Drawing
Number Proiect I.D.
Deposit/Fees
Paid
• Adjustment Plat ADJP
• Certificate of Compliance COC
• Dedication of Easement
Type:
DOE • Dedication of Easement
Type:
Type:
• Encroachment Permit ENCROACH
• Engineering Standards Variance ESV
• Final Map FM
• Grading Plancheck GRPC
• Grading GRADING
^ Improvement Plancheck IPC,
• Landscape Plancheck LPC
• Parcel Map PM
• Quitclaim of Easement
Type:
QUITC • Quitclaim of Easement
Type:
Type:
• Reversion to Acreage RTA
• Street Vacation STV
• Tentative Parcel Map MS
• Certificate of Correction CCOR
• Covenant for Easement COVE
• Substantial Conformance Exhibit SCE
APPLICATION ACCEPTED BY:
MASTER PROJECT ID:
RECEIPT NUMBER:
PRELIMINARY SIERRA SYSTEM INPUT INITIAL:
SIERRA SYSTEM INPUT INITIAL:
R:BASE INPUT INITIAL: _____
MASTER; FILE NUMBER: F
• OTHER: DATE; STAMP
APPLICATION RECEIVED
DOCS/MISFORMS/APPUCATION ENG PLANCHECK OR PROCESSING REV. 6/10/97
CITY OF CARLSBAD - ENGINEERING DEPARTMENT
APPLICATION
FOR ENGINEERING PLANCHECK OR PROCESSING
Complete ail appropriate infofmation. Wrtte N/A when nc< applicable.
PROJECT NAME: Rancho Carrillo DATE:
PROJECT DESCRIPTION: Detention Embankment & Mitigation Grading
PROJECT ADDRESS:
LOT NO(S).:__N/A_
N/A
MAP NO. N/A APN(S).: 213-030-16
OWNER:
Mailir>g Addrese:
Phone Number: i_
I certify that I am the legal owner arxi that all the above formation
is taie and correct to the best af my knowiedge.
Signature. Date
Contlaental Ranch. Tac. APPUCANT:
Mailing Addrees: 12636 High Bluff Drive, Suite 300
San Diego, CA 92130
Phone Number: ( 619 ) 793-2580
certify that I am the agent of the legal owner and that all InforrrMtion on
this sheet Is t(pe and correct to the bMt^rpy knowledge.
Signature. Date 3-7-^7
CIVIL ENGINEER: Norman C. Arndt
Rrm: Rick Engineering Companv
Mailing Addrees: 5620 Friars Road
San Dlego, CA 92110
SOILS ENGINEER: David F. Leake
Rrm: Geocon. Inc.
Mailing Addrees: 6960 Flanders Drive
San Dlego. CA 92121
Phone Number: ( 619 ) 291-0707 Phone Number: ( 619 ) 558-6900
State Registration Number: C21693 State Registration Number: 22527
LANDSCAPE ARCHITECT:.
Rrm:
Mailing Addrass:
ADDITIONAL COMMENTS:
Phone Numtier: {_ _L
Stede Reglstratnn Number:
NO. OF DWELUNG UNITS: LFMP ZONE: NO. OF LOTS:.
IMPROVEMENT VALUATION: sewer, water & reclaimed water: 0
NO. OF ACRES:
Water District (circle one): Carlsbad Municipal Water District
streets and drainage: 313,515 landscape:
GRADING QUANTITIES: 128.500 CY cut 47.200
Olivenhain Vallecitos
cy fill 128.500 cy
remedial 54,000 cy import/export cy
PLEASE CHECK OFF APPUCATION TYPES ON REVERSE SIDE
A.
FOR CITT USE ONLT
APPUCATION FOR
(CHECK ALL THAT APPLY):
Plancheck
Number
Type Drawing
Number
Project Deposit/Fees
Pakd
• Adjustment Plat ADJP
D Certificate of Compliance COC
D Dedication of Easement
Type:
Type:
DOE
•
D Encroachment Permit
D Engineering Standards Variance ESV
O Final Map FM
_33rading Plancheck OflPC
D Grading
n Improvement Plancheck ililll^iiilll:
Q Landscape Plancheck LPC
• Parcel Map m
D Quitclaim of Easement
Type:
Type:
QUTC
Q Reversion to Acreage RTA
D Street Vacation STV
• Tentative Parcel Map MS
• Certificate of Correction
D Covenant for Easement cove -
D Substantial Confomnance Exhibit 3CE
APPUCATION ACCEPTED BY.
MASTER PROJECT ID
RECEIPT NUMBER
PREUMINARY SIERRA SYSTEM INPUT INITIAL
SIERRA SYSTEM INPUT INITIAL I
R:BASE INPUT INITIAL
MASTER RLE NUMBER: F
•other DATE STAMP
APPUCATION RECEIVED
CITY OK^RLSBAD - ENGINEERING^ JPARTMENT
APPLICATION
FOR ENGINEERiNG PLANCHECK OR PROCESSING
Complete all appropriate Information. Write N/A when not applicable.
DATE: 1-29-97 PROJECT NAME: Carrillo Ranch School Site Dedications
PROJECT DESCRIPTION: Parksite dedication, trail easement and drainage easement
PROJECT ADDRESS:
LOT NO(S).:____
N/A
MAP NO. APN{S).:.
OWNER:
Mailing Address:
Continental Ranch Inc.
12636 High Bluff Dr., #300
San Diego, CA 92130
Phone Number: ( 619 ) 793-2580
I certify that I am the legal owner and that all the above information
is true and coirect to the best of my kr^v^edge.
Signature
;^ect to the best of
APPUCANT:
Mailing Address:
Rick Engineering Company
5620 Friars Rd.
San Diego, CA 92110
Phone Number: ( 619 1 291-0707
I certify that I am the agent of the legal owner and that all information on
this sheet is true and correct to the besl^ my knowledge.
Signature Date /-^O^
,Tanipg M • C.ri-ram
LAND SURVEYOR:
Firm: Rick Enginfipring Cnmp^ny
Mailing Address: 5620 Friars Rd.
spn m-pgn- r.A 9?1 in
SOILS ENGINEER:
Firm:
Meullng Address:
Phone Number: ( 619 ) 291-0707
state Registration Number: L.S. 5059
Phone Number: {_
State Registration Number:
LANDSCAPE ARCHITECT:.
Firm:
Mailing Address:
ADDITIONAL COMMENTS:
Phone Number: {_
State Registration Number:
NO. OF DWELUNG UNITS: LFMP ZONE: NO. OF LOTS: NO. OF ACRES:
IMPROVEMENT VALUATION: sewer, water & reclaimed water:
Water District (circle one): Carlsbad Municipal Water District
Streets and drainage: landscape:
GRADING QUANTITIES: CY cut
Olivenhain Vallecitos
cy fill cy
remedial cy import/export cy
PLEASE CHECK OFF APPUCATION TYPES ON REVERSE SIDE
P:\DOCS\MISFORMS\FRM00063 REV 04/28/95
J
APPUCATION FOR
(CHECK ALL THAT APPLY):
'S-Mlorptfement Pl&nehaek ' -H^vls
• Adjustment Plat
D Certificate of Compliance
El Dedication of Easement
1 Park Site Fee Dedlcat
Type: l Trail Easement
Type:. l Drainage Easement
lO I
n Encroachment Permit
• Engineering Standards Variance
D Final Map
dbrading Plancheck
D Grading
D Landscape Plancheck
• Parcel Map
D Quitclaim of Easement
Type:.
Type:.
n Reversion to Acreage
• Street Vacation
• Tentative Parcel Map
• Certificate of Correction
• Covenant for Easement
n Substantial Conformance Exhibit
o FOl? cm USE ONLT
Plancheck
Number
Type
coc
OOE
ENCROACH
ESV
FM
SRPC
SRWINQ
IPC
LPC
PM
QUTC
RTA
STV
MS
CCOR
COVE
see
Drawing
Number
Proiect
a/A3
Deposit/Fees
Paid
APPUCATION ACCEPTED BY_
MASTER PROJECT ID
RECEIPT NUMBER
PREUMINARY SIERRA SYSTEM INPUT INITIAL
SIERRA SYSTEM INPUT INITIAL ~
R:BASE INPUT INITIAL ZIZZZ
MASTER FILE NUMBER: F
•other:_
DATE STAMP
APPUCATION RECBVED
P:\DOCS\MISFORMS\FRM00063 REV 04/28/95
CITY OFS^RLSBAD - ENGINEERING\.^PARTMENT
APPLICATION
FOR ENGINEERING PLANCHECK OR PROCESSING
Complete all appropriate information. Write N/A when not applicable.
PROJECT NAME: Carrillo Ranch Maior Roads DATE: i?/9':{/Qft
PROJECT DESCRIPTION: Drainage easement off proposed Melrose Drive
PROJECT ADDRESS:
LOT NO(S).:____
N/A
MAP NO.: APN(S).
OWNER:
Mailing Address:
Continental Ranrh Tnr.
12636 High Bluff Dr., #300
San Dlego, CA 92130-
Phone Number: ( 619 ) 793-2580
I certify that I am tfie legal, owner and that ali the above Information
is true and correct to the best of my kp^ledge.
Signature^ Date //7/^7
APPUCANT:
Mailing Address:
Rick Engineering Company
5620 Friars Rd.
San Dlego, CA 92110
Phone Number: ( 619 ) 291-0707
I certify that I am the agent of the legal owner and that all Information on
this sheet is true and correct to the be§t^ my knowledge.
Signature Date/^^^?^
James M. Coram
LAND SURVEYOR:
Firm: Rick Engineering Companv
Mailing Address: 5620 Friars Rd .
SOILS ENGINEER:
Firm:
Mailing Address:
Sail Piego. CA 22110.
Phone Number: ( 619 ) 291-0707
state Registration Number: L.S. 5059
Phone Number: (_
State Registration Number:
LANDSCAPE ARCHITECT:.
Firm:
Mailing Address:
ADDITIONAL COMMENTS:
Phone Number: L _L
state Registration Number:
NO. OF DWELLING UNITS: LFMP ZONE: NO. OF LOTS: NO. OF ACRES:
IMPROVEMENT VALUATION: sewer, water & reclaimed water:.
Water District (circle one): Carlsbad Municipal Water District
streets and drainage: . landscape:
GRADING QUANTITIES: CY cut
Olivenhain Vallecitos
cy fill cy
remedial cy import/export. cy
PLEASE CHECK OFF APPUCATION TYPES ON REVERSE SIDE
P:\DOCS\MISFORMS\FRM00063 I i J REV04/28/95
O
FOR CITT USE ONLT
APPUCATION FOR
(CHECK ALL THAT APPLY): Plancheck
Number
Type Drawing
Number Project Deposit/Fees
Paid
• Adjustment Plat ASX3P
D Certificate of Compliance coc
m Dedication of Easement
Tvoe: Draina
Type:
OOE
n Encroachment Permit ENCROACH
• Engineering Standards Variance ESV
D Final Map FM
•Grading Plancheck SRPC
D Grading GRADING
• Imorovement Plancheck iiiiiE^|:;;i|||;
D Landscape Plancheck LPC
n Parcel Map PM
n Quitclaim of Easement
Tvoe:
Tvoe:
QUTC
D Reversion to Acreage HTA
• Street Vacation STV
• Tentative Parcel Map ' MS
• Certificate of Correction CCOR
• Covenant for Easement COVE
• Substantial Conformance Exhibit see
APPUCATION ACCEPTED BY
ASTER PROJECT ID
RECEIPT NUMBER
PREUMINARY SIERRA SYSTEM INPUT INITIAL
SIERRA SYSTEM INPUT INITIAL "
R:BASE INPUT INITIAL IIZZZI
MASTER FILE NUMBER: F .
•other:
RECEIVED
JAN 0 7 1997
ENGINEERING
OEPARTMENT
DATE STAMP
APPUCATION RECBVED
CITY OPwARLSBAD - ENGINEERING^BtffePARTMENT
APPLICATION
FOR ENGINEERING PLANCHECK OR PROCESSING
Complete all appropriate Information. Write N/A when not applicable.
PROJECT NAME: Rancho Carrillo Offsite Sewer DATE: 7-17-96
PROJECT DESCRIPTION: Gravity sewer and force main from Rancho Carrillo to
El Camino Real
PROJECT ADDRESS:
LOT NO(S).: n/a
n/a
MAP NO.:
215-031-08,09
. APN(S).: 213-030-11 & 16
215-021-07,08
OWNER:
Mailing Addrees:
Rancho Carrillo Inc.
12636 High Bluff Dr. #300
San Dieeo. CA 92130
Phone Number: ( 619 ) 793-2580
I certify tfwtt I am the legal owner and that all the above informatton
is true and correct to the best of my knewlMlge.
Signature
APPUCANT:
Mailing Addrees:
same as above
Phone Number: {_
I certify that I am the agent of tha legal owner and that all informatkxi on
this shieel is true and correct to the best of my krx>wledge.
Signature. Date
CIVIL ENGINEER:
Rrm:
Mailing Addreea:
Norman C. Arndt
Ric-k Engineering Companv
5620 Friars Road
SOILS ENGINEER:
Rrm:
Mailkig Address:
David F. Leake
GEOCON Inc.
6960 Flanders Dr.
San Dlego, CA 92110 San Diego, CA 92121
Phone Number: ( 619 ) 291-0707
state Registratton Number: C 21693
Phone Number: ( 619 ) 558-6900
State Registratton Number: 22527
LANDSCAPE ARCHITECT:.
Rrm:
Mailing Address:
ADDITIONAL COMMENTS:
Phone Number: ( _L
State Registratkxi Number.
NO. OF DWELUNG UNITS: LFMP ZONE: NO. OF LOTS: NO. OF ACRES:
IMPROVEMENT VALUATION: sewer, water & reclaimed water: $393,962
Water District (circle one): Carlsbad Municipal Water District VaUeeitos
streets and drainage: $151,441
GRADING QUANTITIES: CY
landscape:.
cut cy fill cy
remedial cy import/export cy
PLEASE CHECK OFF APPUCATION TYPES ON REVERSE SIDE
P:\DOCS\MISFORMS\FRM00063 REV 04/28/99
c
APPUCATION FOR
(CHECK ALL THAT APPLY):
FOR CITT USE ONLT
Plancheck
Number Type Drawing
Number
Project
ID.
Deposit/Fees
Paki
D Adjustment Plat ADIP
• Certificate of Compiiance COC
D Dedication of Easement
Type:.
Type:.
•OE
• Encroachment Pennit acncMCH
• Engineering Standards Variance ESV
G Finai Map FM
.jGrading Plancheck <3npc
D Grading -QRAOMa
(U improvement Plancheck WW 14) //a^
• Landscape Plancheck u>c
• Parcel Map m
O QuKciaim of Easennent
Type:
Type:.
QUTC
D Reversion to Acreage RTA
O Street Vacation stv
• Tentative Parcel Map MS
• Certificate of Correction oeoR
D Covenant for Easement cove
• Substantial Conformance Exhibit
APPUCATION ACCEPTED BY.
MASTER PROJECT ID f
RECEIPT NUMBER
PREUMINARY SIERRA SYSTEM INPUT INlTIAL/^i!^
SIERRA SYSTEM INPUT INITIAL _~Z
R:BASE INPUT INJTIAL
MASTER RLE NUMBER: F
E-bthen
REOEIVED
JUl 19
DEPW^TMENT
DATE STAMP
APPUCATION RECEIVED
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recomnnended for approval:
Project Name: ^j^^ rjirfi^\
Project No:
Drawing No:
Sheets No.
3-^1 -IP
^through.
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
(seal)
Firm: Ellorin Consulting Engineers
Address: 1045 Linda vista Drive, Suite 106
San Marcos, CA 92069
Telephone: (le^o) 74,4-4987
il) No: 3C3^3 Expiration:_£^^^^JJJ)
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PLANREV.EL
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval;
Project Name:_
Project No: Pp ()
Drawing No: 3 ^ ^ '^Co
Sheets No. I through ^
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
Firm: Ellorin Consulting Engineers
Address: 1045 L.inda Vista Drive, Suite 106
San Marcos, CA 92069
Telephone: r 760\ 744-4987
...n xDate:
P.E.J(Civil) No:. 'Expiration:_
seal
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PLANREV.EL
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval:
Project Name:.
Project No:_
Drawing No: I - I &
Sheets No. ^> ^iJ&J^r^^/^A^/^^/^V^'^^// / ^"^A, Bo
S/^2>/A^ ^>^. 3^A^ C/^ QAjuh) ' '
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
Firm: Ellorin Consulting Engineers
Address: 1045 Linda Vista Drive, Suite 106
San Marcos, CA 92069
Telephone: - r76n;^ 744-4987
?3 -.-^^^iration: ^ /' P.E.Jcivil) No: 3t^B^3 -^.^Airation: 6 3j)^cro
(seal)
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PLANREV.EL
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval:
Project Name: f^\{r^ A^k^P^[^^a
Project No: ^ I
Drawing No:.
Sheets No.
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan revievy of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
(seal)
Firm: Ellorin Consulting Engineers
Address' 1045 Linda Vista Drive, Suite 106
San Marcos, CA 92069
Telephone: , r760\ 744-4987
Date:
P.E. (Civil) Nd?^3^3 ^piration:__^^^hp
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PLANREV.EL
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval:
ProjectName: f-jjr^ CZ-^ffL^x UA:> ^f^S fpWiNC
Project No: pD ^( j
Drawing No: 1^ U
Sheets No. f 4hfeti^ *p g
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
(seal)
Firm: Ellorin Consulting Engineers
Address' 1045 Linda Vista Drive, Suite 106
San Marcos ,, CA- 92069
Telephone: . r 7ao^ 744-4987
Date:
P.E. (C; Expiration:
Rev. 2/8/96
F:\U SE R S\RALLE\WP DATA\PLAN R E V, E L
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval:
Project Name: (A^ki^^f^UA:>
Project No: ^^^t^^T^ Pt> ^< 1
Drawing No:
Sheets No. through «—
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
Firm: Ellorin Consulting Engineers
Address: 1045 Linda Vista Drive, Suite 106
San Marcos, CA 92069
(seal)
Telephone: (760) 744-4987
By: Ben
P.E. (Civil) No: ^45^ Expiration:_^j^^
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PLANREV,EL
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval:
Project Name: Rqncht? Cdrnllo ^flfeik SeufeV
Project No: FO 41)
Drawing No 331" iC
Sheets No. ^ through 13
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare thar I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review;-of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
Firm: Ellorin Consulting Engineers
Address 1045 Linda Vista .Drive, Suite 106
San Marcos, CA 92069
Telep hone: ( 760_^ 744-4987
P.E. IVIl No: 3i^351_ Expiration: C^/So/^g"
seal
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PL^NREV EL
PROJECT PLAN REVIEW COMPLETION
The following project plans have been reviewed and are recommended for approval:
Project Name: f^f^t^^C^ CAftfi.lLU^
Project No: PP ^1
Drawing No:_ 3.31-IP
Sheets No. f through [C)
DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I have exercised responsible charge over the plan review of this
project as defined in Section 6703 of the Business and Professions Code to determine
that the plans are found to be in substantial compliance with applicable codes and
standards.
Plan review of these project drawings does not relieve the Engineer of Work of the
responsibilities for the project design.
(seal)
Firm: Ellorin Consulting Engineers
Address' 1045 Linda Vista Drive, Suite 106
San Marcos, CA 92069
Telephone: r 760^ 744-4987
Bv: Ren
P.E. (Civil) No
Rev. 2/8/96
F:\USERS\RALLE\WPDATA\PLANREV.EL
cb
GROUP
CoRRAO • BRADY GROUP
3838 CAMINO DEL RIO NORTH
SUITE 250
SAN DIECO, CALIFORNIA 92108
(619) 624-2020 FAX (619) 624-2030
CIVIL AND ENVIRONMENTAL ENGINEERS
March 10,1997
Mr. David Lother
Continental Homes
12636 High Bluff Drive, Suite 300
San Diego, CA 92130
RE: BRESSI DAM OUTLET PIPE REHABILITATION PROJECT
Dear David:
This letter report summarizes our findings and conclusions for alternatives to ensure that
the Bressi Dam steel cement mortar coated outlet pipe will continue to be operable beyond
its originally intended service life.
BACKGROUND
Bressi Dam, located in Carlsbad Califomia, was constructed approximately 40 years ago to
provide storage for agricultural water. The dam is a compacted earthen fill structure with
a cross sectional base width of 150 feet and a crest width of 10 feet. From base to crest the
dam reaches an approximate height of 29 feet. Continuous drainage is provided by a 24
inch diameter cement mortar coated (CMC) steel pipe. The outlet pipe is approximately
150 feet long, with a 0.67 percent slope from irUet to outlet. The pipe inlet is protected by
rock rip rap.
PURPOSE
Although the dam is currently not used for impounding water, it is desired that the
structural integrity of the pipeline be preserved. Corrao«Brady Group has been retained
to investigate and recommend altematives to ensure that the outlet pipe will continue to
be operable.
Mr. David Lother
March 10, 1997
Page 2
REHABILITATION AND RESTORATION ALTERNATIVES
At the present time, the outlet pipe is operating satisfactorily. Although the pipe appears
to be in good shape (as visually observed from the outlet end of the pipe), it is not possible
to positively state the condition of the pipe over the entire length. To provide confidence
that the outlet pipe will remain operational, it may be necessary to perform some measure
of rehabilitation.
The following is a list of possible altematives for rehabilitation and/or restoration of the
Bressi Dam outlet pipe:
• Cured in Place Pipe (CIPP, i.e. "Insituform")
• Pipe Jacking with Steel Insert
• Pipe Jacking with Polymer Based Pipe Insert
• Microtunneling
• Directional Drilling
Cured In Place Pipe
Cured In Place Pipe (CIPP) is a polyethylene resin material that is expanded into the pipe
with water pressure. The resin is hardened by circulating heated water inside the liner.
Because the hardening of the resin is thermally activated, the liner is refrigerated prior to
insertion. The CIPP will conform to the interior diameter of the pipe, and fill any internal
voids. As with all liiung processes, the pipe diameter is somewhat decreased, but the flow
characteristics will not be dramatically altered. The CIPP liner has a lower coefficient of
friction than the existing steel pipe which provides a greater flow capacity. "Insituform"
is a brand name of the above CIPP process.
Pipe jacking with Steel Insert
Steel pipe jacking is a process by which pipe of a smaller nominal diameter is physically
forced through the existing pipe. The process requires the use of heavy equipment, casing
spacers, and slip jacks. A loader is positioned at one end of the outlet pipe and used for
inserting or pushing the steel pipe into the existing pipe. As new pipe sections are welded
to the inserted pipe the loader pushes them along until the existing pipe is completely re-
lined. Redwood slip jacks or casing spacers with teflon-coated ribs can be used to make
installation easier. Slip jacks provide less frictional resistance as the new pipe is inserted
into the existing pipe. After completion of the pipe jacking procedure the annular space
between the old and new pie will need to be grouted. Both ends of the pipe are sealed
CORRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SAN DIEGO, CALIFORNIA 92108 {619)624-2020 FAX (619) 624-2030
Mr. David Lother
March 10, 1997
Pages
with caps that are tapped with holes. Grouting material is pimiped through the hole and
forced throughout the annular space under pressure.
Pipe jacking with Rigid Polymer Pipe
Polymer based pipe inserts include Polyvinyl Chloride (PVC), High Density Polyethylene
(HDPE), and Vylon PVC pipe. The process used to install polymer pipe is similar to the
process that is used for steel pipe jacking. An advantage of using a polymer material is
the reduced weight of the pipe and the resulting decrease in force required to jack the new
pipe into the existing pipe. Rehabilitation can be performed with SDR 18 or C900 PVC
pipe sectioiTS if casing spacers are used. Spacers are needed so that the gaskets of the new
pipe are not over-compressed while being pushed through the existing pipe. Pipe jacking
with HDPE has the additional advantage, when compared to PVC, of installing the pipe
by pulling instead of jacking. In addition, HDPE is supplied in 50 foot sections and the
joints are fused together. Casing spacers are not required as a result of the fused joints.
Finally, an altemate pipe jacking product is Vylon PVC. Vylon conforms to ASTM D-1784
and has an intemal locking joint feature that is specifically designed for pipe jacking.
Microtunneling
Microtuimeling is the process of boring a new outlet tuimel, parallel to the original pipe,
straight through the base of the dam. As the turmel boring machine progresses through
the dam, new vitrified clay, ductile iron, or steel pipe is jacked through the boring. The
pipe being jacked into the tunnel also serves to push the boring head along. A new inlet
and outlet structure would be constructed and the existing pipe would be abandoned.
Directional Drilling
Directional drilling is essentially the same as a microtunneling process, although the
drilling head has the ability to move horizontally or vertically, to alter the course of the
new tunnel. A one-piece, fusion-welded polyethylene pipe is pulled through the boring
hole after the drilling is complete. A new inlet and outlet structure would be needed for
this alternative.
CORRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SAN DIEGO, CALIFORNIA 921 os (619)624-2020 FAX (619) 624-2030
Mr. David Lother
March 10, 1997
Page 4
EVALUATION OF ALTERNATIVES
Microtunneling and directional drilling, though possible, are not coi\sidered feasible for
this project. Therefore, there will be no further discussion of these altematives.
Environmental Impacts
Since the installation of CIPP lining could be accomplished from the crest of the dam, it
will cause the least enviroimiental impact. Steel or polymer pipe jacking would require
approximately 1500 square feet of staging space. This space is needed as access for the
machinery required to jack the pipe through the existing pipe. The area can be grubbed at
the down stream side of the dam to avoid disturbances to the upstream wetland area.
With respect to envirorunental impacts, the CIPP liner process can also be completed a
minimal amount of disturbance.
Constructibility
CIPP will require a greater construction effort than will be necessary with steel or polymer
pipe jacking processes. The "Insituform" truck can be stationed on the dam crest to
minimize envirorunental impacts. However, the CIPP process requires a large amount of
water to install and heat-cure the liner. As water is not available at the site, it will be
necessary to bring water by truck. After the lining process is complete, the process water
is contaminated with styrene, and requires sewer disposal. Sewer service, is also not
available at the site. Consequently, the water will have to be removed by truck and
discharged into the closest sewer available.
Pipe rehabilitation with a steel liner requires the use of skids to aid the pushing process.
Another disadvantage of steel pipe lining is that it requires more force to push the new
pipe through the existing pipe; thus heavier equipment is necessary to complete the job.
Steel pipe also requires welding which adds to the mobilization effort and time to
complete the project.
Installation of a polymer pipe liner is advantageous due to the relative ease of
construction, with a comparable service life to CIPP. The difficulty with the CIPP
altemate is that the process requires greater mobilization due to the specialized
equipment necessary to perform the work. In addition to the advantages over CIPP
lining, the polymer pipe liner would be easier to ii\stall than the steel liner. Since polymer
pipe is much lighter than steel pipe, much of the pipe handling could be accomplished
without machinery. In addition, the force required to push polymer pipe into the existing
pipe is much less than required to push steel pipe. Grouting for both alternatives could be
CORRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SANDIEGO, CAUFORNIA 92108 (619) 624-2020 FAX (619) 624-2030
Mr. David Lother
March 10, 1997
Page 5
accomplished by positioning the grout pump on the crest of the dam and rurming a hose
down the face of the dam to the pipe opening. If an HDPE liner is used, grouting will not
be necessary and the pipe can be pulled through the steel casing due to the increased
strength of the fused joints. Further more, the impoundment side of the dam will not
need to be accessed by equipment. A winch can be lowered by a crane positioned on the
crest of the dam and used to pull the liner through the existing pipe. On the outlet side of
the dam, a small stationing area will need to be cleared, so that the 50 foot HDPE pipe
sections can be inserted.
Service Life
The HDPE slip liner and CIPP liner will both provide better corrosion resistance than a
steel pipe slip liner. Plastic-based materials will meet structural loading requirements,
and will provide superior resistance to corrosion. In addition, polymer pipe will support
the dead loads that would be imposed on the pipe, if the existing outer steel pipe were to
fail at some future date.
Structural Integrity
Since all three methods are installed within the existing pipe, there will be no effect on the
structural integrity of the dam.
COST
The table on the following page presents preliminary comparative cost estimates for each
of the more feasible rehabilitation alternatives. The CIPP estimate was provided by
"Insituform" and was based on a general description of the project. Material costs for the
polymer pipe jacking process were given by Familian Supply, while material costs for the
steel pipe jacking process were provided by International Fabricators. Installation
estimates were provided by T.C. Construction, who has experience with both polymer
pipe and steel pipe jacking processes.
CORRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SAN DIEGO, CALIFORNIA 921 oa (619)624-2020 FAX (619) 624-2030
Mr. David Lother
March 10, 1997
Page 6
BRESSI DAM OUTLET PIPE REHABILITATION
COST ANALYSIS
'ftmmm/Mmm COST
Cured in Place Linerflnsituform}
CIPPUner 1 LS $85,000 $85,000
TOTAL $85,000
HDPE SliD Liner
20" Polyethylene SDR 26 150 FT $20 $3,000
Installation 150 FT $25 $3,750
Staging 1 LS $2,000 $2,000
Contingencies - 20% 1 LS $1,750 $1,750
Contractor Overhead & Profit - 20% 1 LS $1,750 $1,750
Engineering 1 LS $2,000 $2,000
TOTAL $14,250
PYQSIiBLmr
16"PVCDR18C900 150 FT $20 $3,000
Casing Spacer 8 EA $125 $1,000
Installation 150 FT $25 $3,750
Grout (3-1/2" Annular Space) 150 FT $30 $4,500
Staging 1 LS $2,000 $2,000
Contingencies - 20% 1 LS $2,850 $2,850
Contractor Overhead & Profit - 20% 1 LS $2,050 $2,850
Engineering 1 LS $2,000 $2,000
TOTAL $21,950
Vvlon PVC SliD Liner
18" PVC 150 FT $25 $3,750
Installation 150 FT $25 $3,750
Grout (2-1 /4" Annular Space) 150 FT $30 $4,500
Staging 1 LS $2,000 $2,000
Contingencies - 20% 1 LS $2,800 $2,800
Contractor Overhead & Profit - 20% 1 LS $2,800 $2,800
Engineering 1 LS $2,000 $2,000
TOTAL $21,600
Steel SliD Liner
20" CMC&L Steel Pipe 150 FT $28 $4,200
Installation (Welding Req.) 150 FT $55 $8,250
staging 1 LS $2,000 $2,000
Conti ng end es - 20% 1 LS $2,890 $2,890
Contractor Overhead & Profit - 20% 1 LS $2,890 $2,890
Engineering 1 LS $2,000 $2,000
TOTAL $22,230
CoRRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SAN DIEGO, CALIFORNIA 921C (619)624-2020 FAX (619) 624-2030
Mr. David Lother
March 10, 1997
Page 7
CONCLUSION
The cost of the "Insituform" CIPP liner was estimated assuming that all heavy equipment
needed to perform the work would be placed on the crest of the dam to reduce
environmental impacts. If the "Insituform" crews were to perform the rehabilitation work
at the irilet of the pipe, the cost can be reduced to approximately $50,000. However, this is
not recommended due to the environmental sensitivity of this area.
Steel pipe jacking does not appear to be the best choice due to the level of difficulty
associated with this process. Heavier equipment and additional labor will impose greater
disturbances on the area.
Polymer pipe has the strength required to support the 29-foot high earth dead load, in the
event the existing steel line should fail. In addition, polymer pipe is easier to install and is
resistant to corrosion. If standard bell end PVC pipe is used, the nominal diameter of the
outlet pipe will be reduced to 16 inches, to accommodate the casing spacers. Spacers are
needed to hold the PVC pipe section at the correct depth during insertion into the existing
pipe. The hydraulic impact from the resulting diameter decrease needs to be checked
before choosing this option. Vylon PVC has an intemal jointing feature resulting in an
uniform outside diameter. Unlike steel and PVC sections, the Vylon joint system allows
for jacking of the pipe without the use of casing spacers. However, vylon is more costly
and is limited to a diameter of 18 inches.
RECOMMENDATION
It is recommended that 20 inch diameter HDPE pipe be used to rehabilitate the steel
cement mortar coated outlet pipe of the Bressi Dam, at an approximate cost of $15,000.
The resulting 1/2 inch aimular space between the existing steel pipe and HDPE liner does
not need to be grouted. Constmction options include jacking the pipe from the down
stream end or winching the pipe from the upstream end. To perform both options the
following procedure can be used:
1) Clear and grub the down stream end, to provide a working area to insert
50 foot pipe sections. Work can be done with a rubber tire backhoe.
Some minor tree trimming will be necessary.
2) If the winch system is used, the contractor must also clear the upstream end of
debris that has accumulated around the headwall. Work can be done by hand.
CORRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SAN DIEGO, CAUFORNIA 92108 (619)624-2020 FAX (619) 624-2030
Mr. David Lother
March 10, 1997
Page 8
or with a mbber tire backhoe. The winch can be lowered by crane, or winched
down the hill into position. The winch can be secured to the concrete headwall.
3) Insert 50 foot sections into the downstream end. Either pull by winch, or push
using a mbber tire backhoe.
4) Fuse the three pipe sections together as they are inserted into the existing pipe.
Once the HDPE pipe has been inserted, the annular space at each end should
be grouted to a distance of 3 feet (as measured from the opening).
5) Clean and restore the area and demobilize equipment.
The work should take no more than three to five days to complete, (one to two days for
clearing, mobilizing, and setting up equipment; one to two days to insert the new pipe;
and one day to clean area and demobilize)
Corrao»Brady Group is pleased to present this report on the Bressi Dam Outlet Pipe
Rehabilitation Project. Please call me if you have any questions or comments.
ili2^
No
Very truly yours,
Corrao»Brady Group
Richard D. Brady, P.E
Vice President
RB/SM
CORRAO • BRADY GROUP 3838 CAMINO DEL RIO NORTH SUITE 250 SAN DIEGO, CAUFORNIA 92108 (619)624-2020 FAX (619) 624-2030
July 8, 1997
5620 Friars Road
San Diego
California 92110-2596
(619) 291-0707
FAX: (619) 291-4165
RICK ENGINEERING COMPANY
Waier Resources Division
Ms. Jackie DeSimone
Mr. Ben Ellorin
CityofCarlsbad
2075 Las Palmas Drive
Carlsbad, Califomia 92009
SUBJECT: HYDROLOGIC AND HYDRAULIC ANALYSIS FOR BRESSI RANCH DAM
AND EL FUERTE DETENTION FACILITY DATED MARCH 12, 1997
(PD411,DWG331-1D)
(RICK ENGINEERING JOB NUMBER 12960)
Dear Ms. DeSimone and Mr. Ellorin:
This letter is in response to your plan check comments for the above-mentioned report. Please note
that the report has been revised pursuant to discussions with Lloyd Hubbs. The revised report is
titled "Hydrologic Analyses for Bressi Ranch Dam and El Fuerte Detention Facility" and is dated
July 7, 1997. A new design for the Bressi Ranch dam and the resultant 100-year water surface
elevations and freeboard amounts are described in the revised report.
The El Fuerte Street embankment design has not been modified. Recall that the minimum top-of-
the-road elevation is 176.0 feet. The 100-year water surface elevation at El Fuerte when Bressi's 20-
inch pipe is clogged is 154.4 feet. Thus, there is 21.6 feet of freeboard. The minimum freeboard
requirement for embankments of this type in San Diego County is one foot. With the remote
possibility of the 66-inch pipe becoming clogged, as well as the large freeboard, there is no need for
secondary means of conveyance (emergency spillway, glory hole, etc.) for the 100-year discharge
at El Fuerte Street.
If you have any more questions or comments please contact me or my staff at (619) 291-0707.
Sincerely,
RICK ENGINEERING COMPANY
Dennis C. Bowling, P.E., M.S.
DCB:MDL:emn.003
cc: Mr. Craig Kahlen, Rick Engineering Company
Mr. Dave Lother, Continental Homes, Inc.
GEOCON
INCORPORATED
GEOTECHNICAL CONSULTANTS
Project No. 05845-12-01
December 11, 1996
Revised December 20, 1996
Continental Homes
12636 High Bluff Drive, Suite 300
San Diego, Califomia 92130
Attention: Mr. Dave Lother
Subject: RANCHO CARRILLO
CARLSBAD, CALIFORNIA
CONSULTATION: TERRACE ELIMINATION ON MAJOR SLOPES
Gentlemen:
In accordance with the request of Mr. Craig Kahlen of Rick Engineering Company, we have
reviewed a copy of the proposed construction change for City of Carlsbad Drawings 331-1A for the
subject project in order to express our opinion regarding elimination of some of the terraces on the
proposed major slopes throughout the project. It is our understanding that by eliminating these
terraces, the slopes will maintain an inclination no steeper than 2:1 (horizontal to vertical).
Therefore, it is our opinion, from a geotechnical standpoint, the elimination of terraces as shown on
the proposed construction change would not adversely impact the stability of the subject slopes.
If you have any questions regarding this correspondence, or if we may be of further service, please
contact the undersigned at your convenience.
Ver>' truly yours.
INCORPO
David F. Leal
RCE 22527
AS:DFL:s!c
(2) Addressee
(2) Rick Engineering
Attention: Mr. Craig Kahlen
6960 Flanders Drive • San Diego, California 92121-2974 • Telephone (619) 558-6900 • Fax (6191 558-6159
Continental Homes
12636 High Bluff Drive, Suite 300
San Diego, Califomia 92130
(619) 793-2580
Fax (619) 793-2575
November 13,1996
David Hauser
Asst. City Engineer
Engineering Department
CityofCarlsbad
2075 Las Palmas Drive
Carlsbad, CA 92009-1576
RE: Melro?e Dam Maintenance
Dear David,
We acknowledge and agree that the maintenance of the Melrose Avenue Dam and
associated improvements are the responsibility of Continental Ranch, Inc. until such time
as the improvements are complete and the maintenance responsibility is transferred to the
City of Carlsbad and the Rancho Carrillo Homeowners Association in accordance with
the following requirements:
1. The outlet structure, glory hole and double box culvert under the Melrose Drive
fill are to be accepted and maintained by the City. Prior to acceptance,
Continental Homes shall dedicate a drainage facility and access easement to the
City for the portion of the box culvert extending east of the Melrose Drive right-
of-way easement. The City shall maintain those facilities located beneath the
publicly dedicated easements or within City owned property including the
protective fences around the glory hole and along the top edge ofthe culvert
headwall.
2. Maintenance for the access road, open space area, east facing Melrose slope
(inclusive of the area beneath City drainage and access easements) and protective
fencing around the retention basin shall be transferred to the future Rancho
Carrillo Homeowners (RCHOA) upon formation of the RCHOA and release of
the grading and erosion bond by the City. The RCHOA shall also be responsible
for all inspection fees required by the Division of Safety of Dams (DSOD). The
RCHOA shall be required to maintain the slopes and open space area including
the approach to the headwall and outlet structure in a manner consistent with the
requirements of the DSOD. The RCHOA shall also be responsible for any future
costs related to subsequent improvements to the dam outiet and glory hole as may
be required by the DSOD regardless of whether or not such improvements are to
be located within the City easements.
Page Two
David Hauser
November 13, 1996
3. Until the time that the RCHOA is formed and the dam maintenance
responsibilities are transferred to the RCHOA, Continental Ranch Inc. shall
assume fiill responsibility for the maintenance of the dam and payment of any fees
and/or charges required by the DSOD. Continental Ranch, Inc. agrees to save and
hold harmless the City of Carlsbad from any actions which my arise through the
construction and maintenance of the dam facility.
4. The CC&R's for the RCHOA shall include provisions which save and hold
hamilcss the City from any action which may arise fonn the m^aintenance of the
dam facility and surrounding security fencing.
Very truly yours,
Continental Ranch, Inc.
David Lother
Vice President, Development
dal:rm
cc: John Hecht
Craig Kahlen
STATE OF CAIIFORNIA--THE RESOURCES AGENCY PETE WILSON, Governor
DEPARTMENT OF WATER RESOURCES
1416 NINTH STREET, P.O. BOX 942836
SACRAMENTO, CA 94236-0001
(916) 653-5791
OCT 25 1886
OCT 2 8 1S38
ENGINEERING
DEPARTMENT
Mr. David Lother
Vice President, Development
Continental Homes
12636 High Bluff Drive, Suite 300
San Diego, California 92130
Dear Mr. Lother:
Melrose Avenue Dam, No. 1834
San Diego County
Thank you for your letter dated October 17, 1996 enclosing your
acknowledgment of ownership and a maintenance agreement dated October 8,1996,
for Melrose Avenue Dam.
The maintenance agreement indicates a Homeowner's Association and the City
of Carlsbad will share operation and maintenance responsibilities associated with the
dam, reservoir, and appurtenances. Please provide us with a copy of the draft
Covenants, Codes, and Restrictions for our review and comment prior to recording your
first final maps.
If you have any questions, please contact Area Engineer Michael Waggoner at
(916) 323-1115 or Regional Engineer Richard Sanchez at (916) 322-6206.
Sincerely,
Original signed by
Vernon H. Persson
Vernon H. Persson, Chief
Division of Safety of Dams
cc: Mr. Lloyd Hubbs, City Engineer
City of Carlsbad
2075 Las Palmas Drive
Carlsbad, California 92009-4859
Continental Homes
12636 Higli Bluff Drive, Suite :300
San Diego, California 92130
(619) 793-25S0
Fax (619) 79:3-2375
October 17, 1996
Michael Waggoner
Division of Safety of Dams
PO Box 942836
Sacramento, CA 94236
RE: Dam No. 1834-0000 in Rancho Carrillo, Carlsbad, CA.
Dear Michael,
Enclosed please fmd the compieted "Ownership Statement" for the above subject Dam.
The original application should have listed Continental Ranch, Inc. as owner. A transfer
of ownership has not occurred. Please fax me an acknowledgment of the ownership as
quickly as possible at (619) 793-2575.
Also enclosed per your request is a letter dated October 8, 1996 from me to the City of
Carlsbad City Engineer addressing the maintenance responsibilities for the Dam.
Very truly yours.
Continental Ranch, Inc.
David Lother
Vice President, Development
dal:nn
cc: Wayne Chang - Rick Engineering
Enclosures
c Ams\vvwVcarrilto\dal\dsod iloc
Division of S^ifety of banvs
OWNERSHIP STATEMENT
I Jun the current owner of Melrose'Avenue. -.'"•:• •;
Dam and Rcwrvoir, Na 1 834-0000 ' " locaied ia SectionNW 1 /4 Section 1 9 .
• San. • • • •:
T. 1 2S . It • •3W • .BeTnardinBAM..in ihA Gdiuity of San Diego ^
California^ DaU:.of Irahsfcr of ownenhip:. N/A. Owner has always been Contin-ental
.Ranch, .Inc. Original application was in-, error.
Name; Continental Ranch, 'iric".- 'Attn: David Lother
AddrcSKi- 1 2636 High Bluff. Drive Suite '300 .
San Diego, CA -921 30-. ' .• •'''.:.' ' •
Telephone: (619) 793-2580- .'• '
Sign aiuro: /^^<:-'<^-<-g^ AC
Date; .October 1 7, 1 996'
The penon to be: contacted in the inuncdiute vickiity of thc dam who is responsible for thc
operation and maintenance of this dam and rousrvnir is;
Name: David Lother '.
Address: 1 2636 High Bluff Drive. Suite 300
.San Diego,.--cA :'^2\A,A'''''''
Telephone:- (.61 9 ) 79 3-2580
I am in possession of thc Certificale of Approval dated August 2, 1996
and signed by Vernon Persson ' • -. .. • C^^)
Return completed Statement to: Id^rUiuml of Watq* Resources
' Divisk)n .6f Sidie^y of^^^^^^
P. b. Box 942836
Sacramento^ CA;r^H236-000l
DWR 3973 (Rev. 3^89)
Contmentai Homes
12636 High Bluff Drive, Suite 300
San Diego, CalLfomia 92130
(619) 793-25S0
October 8, 1996 Fa.x (519) 793-2575
Lloyd Hubbs
City Engineer
City of Carlsbad ,
2075 Las Palmas Drive
Carlsbad, CA 92009-1576
RE: Maintenance Agreement for Melrose Drive Embankment
Dear Lloyd,
Per discussions with your staff we have been informed that you want to be assured that
the Melrose Drive embantcment which falls under the jurisdiction of Califomia Division
of Safety of Dams (DSOD) will be adequately maintained. Therefore, I am providing this
letter which outlines our understandings and outlines what Condnental Ranch, Inc. will
agree to do regarding maintenance ofthe subject embankment.
Homeowners Association
A master Homeowners Association (HOA) will be created for the Rancho Carrillo project
prior to sales of our first homes. The master HOA will maintain the major manufactured
slopes, entry monuments, and brush management areas. The master HOA will also
maintain any HOA owned slopes which DSOD has jurisdiction over. Prior to turnover to
the master HOA, said areas will be maintained by Continental Ranch, Inc. We are
conditioned to submit draft CC&R's for the HOA prior to recordation of our first fmal
maps. We will address the DSOD jurisdiction areas in the CC&R's.
HOA Maintenance Responsibilities"
The follovving items will be maintained by master HOA owned areas:
1. If requested by DSOD, meet with DSOD as they perform their annual
inspection of embankment.
2. As required by DSOD, remove any trees and bushes, other than what is
required on City approved landscape plans, from upstream embankment face
and a minimum of 10 feet past the toe ofthe embankment into natural terrain.
3. Keep all grassy areas and ground cover regularly maintained and keep height
short enough to satisfy DSOD requirements.
4. Control rodent population.
5. Perform trash pick-up.
6. Replant/re-seed as required by DSOD.
Lloyd Hubbs
Page Two
Octobers, 1996
Citv Maintenance
Certain areas within DSOD jurisdiction will need to be maintained by the City of
Carlsbad. They are as follows:
1. All street and underground utilities within the public right-of-way of Melrose
Drive. This would not include the landscaping for the parkways since this is a
HOA requirement.
2. Certain areas of the downstream face ofthe embankment are within the park
boundaries. A separate irrigation system is being provided for areas within
park boundaries at the request of Community Services Department. The
landscaping and Irrigarion within the park boundaries will be maintained by
the City of Carlsbad.
3. The storm drain box culverts and associated inlet^outlet structures, and access
roads will be maintained by the City ofCarlsbad.
Rick Engineering Company has coordinated the approval by DSOD of our mass grading
plans and they were informed by DSOD they are not concerned who performs
maintenance within their jurisdiction as long as it is being accomplished.
Please call should you have any questions or wish to discuss any fiuther.
Very truly yours,
Condnental Ranch, Inc.
David Lother
Vice President, Development
dal:nn
cc: David Hauser - City of Carisbad
Ken Quon - City of Carlsbad
Ben Ellorin - Ellorin Consulting Engineers
Craig Kahlen - Rick Engineering Company
:^miolIicc\wmwofd\cafrtlIo^(la(\mni*grmt
STATE OF CAUFORNIA—THE RESOURCES AGENCV PETE WILSON, Qovemor
DEPARTMENT OF WATER RESOURCES
1416 NINTH STREET, P.O. BOX 942836
SACRAMENTO, CA 94236-0001
(916) 653-5791
AUG 2 1996
Mr. Dennis C. Bowling
Rick Engineering Company
5620 Friars Road
San Dlego, California 92110-2596
Dear Mr. Bowling:
Melrose Avenue Dam, No. 1834
San Dieao Countv
Enclosed is the approved Application No. 1834 which was filed on
February 23, 1994 for approval of plans and specifications for the construction of
Melrose Avenue Dam.
A set of approved and signed drawings is being returned to your office.
Please review the enclosed "Information Regarding Supervision of Construction
of Dams and Reservoirs" and provide our Regional Engineer the required timely
notice of start of construction.
Sincerely,
Vernon H. Persson, Chief
Division of Safety of Dams
Enclosure
Certified Mail
cc: Mr. Lloyd Hubbs, City Engineer
City of Carlsbad
2075 Las Palmas Drive
Carlsbad, California 92009-4859.
p l - I i 1/99 4-
sun ot Chf-m,- DCPARTMCNT OF WATER RESOURCES TV R.mn«
Division of Safety of Dams
INFORMATION REGARDING.SUPERVISION
OF CONSTRUCTION OF DAMS AND RESERVOIRS
It is required by the California Water Code lhal this Department supervise the
construction Qf ' Melrose Avenue Dam and Reservoir
for safety. It is also required that the construction work on the dam and reservoir be
under the responsible charge of a registered civil engineer representing the owner.
In general, the Department supervises the woric by reviewing and approving procedures,
decisions, and portions of the work that have been approved by the registered engineer
or by his/her authorized representative.
During the work on this dam and reservoir,, the Department will be represented by
Richard Sanchez . Regional Engineer, telephone
(916) 322-6206 gj^jj James S. Veres ^
assigned Field Engineer, telephone (916) 323-1115 - Their office is
located at 2200 X Street; Suite 200; the mailing address is Depanment of Water
Resmjrces, Division of Safety of Dams, P. O. Box 942836, Sacramento, CA 94236-0001.
The Regional Engineer should be contacted by. you or your representative several weeks
prior to the start of construction to determine the appropriateness of a pre-construction
conference and the schedule for such a meeting if it is deemed necessary.
Supervision of construction by this Department is usually conducted in the following
manner:
1. The owner or his/her representative notifies the Regional Engineer (approximately one
week prior to the start of construction to arrange for the initial construction
inspection.
2. Inspections of construction are made by the Field Engineer as deemed necessary to
ensure compliance with approved plans and specifications and to ensure that develop-
ments which might prove unsafe are corrected.
3. The foundation or abutments are not covered until the Field Engineer has inspected
and approved them. This includes the foundations for cutoff trenches, outlet conduit,
spillway channel, etc., which will be covered by concrete and/or other materials of
the dam.
«
4. As construction progresses, any changes in work and/or the plans and specifications
found necessaiy must be given prior approval by the Department. Request for such
changes are submitted in writing to the Department of Water Resources, Division
of Safety of Dams, P. O. Box 942836, Sacramento, CA 94236-0001.
5. Progress of the work and/or construction procedures which might result in an unsafe
condition will not be permitted; for example, unsatisfactory progress which might
result in an unsafe dam in flood season or placement of earth embankment without
adequate moisture conditioning of the soil.
6. The Field Engineer will make every attempt to schedule his/her inspections so as to
avoid delay in construction. Your cooperation is needed in giving prior notification
as far in advance as possiT^ie of the time when an inspection will be required.
0WRO«»(Vt»)
•aiote or Colilornio "^IIPARTMENT OF WATER RESOURCES The Resources Agency
'•<^.. DIVISION OF SAFETY OF DAMS •>
FILE IN DUPLICATE nrCfXllRrPs
ORIGINAL SIGNATURE QEPT OF Vi'ATER ''^t-^X^^^
REQUIRED ON BOTH DiV. SAFETY OF UAi'iO
Application No .1834 pn.H February 23. 199A t931t FEB.23 AH ll-- U
Applicant must not (ill In the above blanke
APPUCATION FOR APPROVAL OF PLANS AND
SPEOTICATIONS FOR THE CONSTRUCTION
OR ENLARGEMENT OF A DAM AND RESERVOIR
For lull information concerning the filling out and filing of this form send for Statutes and ^
Regulations Pertaining lo Supervision of Dams and Reservoirs. This application involves
in no way thc right to .approprjatc^water. To secure the right to appropriate waier, applica-
tion should bo made io tho State Water Resources Control Board on forms which will be
furnished upon request.
I. ...REM55..P.:..SP.WLIHG , of ...?.^P.K..?NGINEERING €£.,,^^ 5620 FRIA^^^^
.?.AN..P.I.EGO,..CALIFOR^^^^^^ hereby make application for the approval of
CONSTRUCTION MELROSE AVENUE
the plans and specifications for the of dam.
cuiislrucliun or cnlarccnicnl Name ol oam
The owner of the dam and reservoir is rrr.f.Ljk^....f?.]\^...W.^?.C(.vi.7?5.5y.
Name ul owncr I:
„f ^.^?J.^.:..AAJ....f^/?..(<^.?..-^^^^^^^ Qat7..(.lkf:.^.j...C.d..f?..^.9.e.y..z.1f.§^.A^
NO
Js the owner a I^ublic Utility?
Visa or No If the owner is a corporation, give name and address of president and secretary — ^p...
C ITY OF _ CARLS BAD y ENGINEERI^^ ^ DEPARTMENT _ _j / / oyA..... A.ft.kk. % .>. Cilt^... ^(?^r.^.?.?:f
2pj5..LAS.PALMAS^
The applicant is acting for the owner, in Ihc legal capacity of , u
Agent, LoBsco, Trustee, etc.
Location of Dam
Zl-<^
1. The dam is in .?.A?i..DIEGO..County, in the Uif/.y., Sec. ...1.?. Tp. .k?.? R. .3W .SAN. BERNARDIN§^ & M.
,d is Uicaled on .l^.B^^^^.,mB3:^X "-iln'KTy lo .....SAN..MARCOS CR^^^^^ IIIKl
Description of Dam and Reservoir
|ir for an enlargement, the data given below are for the enlarged dam]
2. Type of dam .EARTH
Cimcrctii iirdi or Knivily, luirlli, rockfill, cIc.
3. Crest Length ...J.?.? ft. 4. Crest width \}^. ft.
293.9
.'i. Klevalion of crest of dam USGS datum
277.5
(). Spillway crest elevation V-M i t r-v-M-M ft*
Kliivnliiiu III iHWdsl poinl ol spillwiiy conirol section oxcludinK ilashboards or gales.
, ., . , , ,. ,., c I-1 293.0 (FOR IOGO YEAR STORM) r,
7. Maximum storage elevation IM.S.h.l
I II Hpillwiiy iiruul, lop oi lluslibonruH ur tup ol spillwny KulnSfWniclicvor is niKl>i-!it
57.2
H. Height, lowe.st outside limit of barrier to dam crest .* ft.
9a. Total freeboard ...l^.^.*.!*.....v.. ft« 9b. Operating freeboardl ft.
Spillway croBi lo il«iiiij;ro8|i^ . ^ ^ M.S.B. to dam crest.
10a. Slope upstream , 10b. Slope downstream .^.'.k
'I'IIIH infurmnlion lu bo su|iplied (or eiirlh or rockfill dams.
11. Amount of material in dam .3.?.9.»..QP.9. cu.yds. 12. Estimated cost $ ....^.kQ.u??.^.
Initial fou will bo based on this figure.
13. Spillway data .ll.F.T.:..!^y...i.F.T.:..f?F.?.'?.^Ji?...?.4J^.??;^...T.9..V^^^^^
* Type,'capacity, etc.
14. Outlet dala ....9.9HK.?...?.T.\..?.X..?...?.T.\..?:?.INE9^^^^^
' ' " TyiK), cuiKicUy, etc.
15. Area of rc.ncrvoir at M.S.E. ..Xk:?.. acres 10. Capacity of reservoir at M.S.E. ...?.9.?.'..^.?. ac. ft.
1 87
17. Drainage area sq. mi.
^A A
DAM AREA WILL NORMALLY 111. Slate what provisions wil! be made to divert flood flows during construction.
BE DRY
Vf'n'ocossii'iy'lo c'lari'iy this (eiiluru, drawinKH showing Ihii lem|)orary diversion works will bo required
Precipitation, Hood or Inflow Data
19. During Ihe review process the Division may require the owner lo submit precipitation, flood, or inflow information
unique to the project. Such data will include, but not necessarily be Umited to, precipitation records, stream flow
data, high water data, time duration for these data, and the location and method of collection.
General Information
20. Stale the purposes of the dam and reservoir S^;9.9]'?..P.9HJ^9.V.......... ,
Diversion, staruKu, (lood conttol, debris control, regulation, multipurpose, etc.
„ o. . .w .u . . I r , NONE, NO PERMANENT STORAGE
21. State the uses that are to be made ot water , :
Municlpul, doinRBttc, irrlgntion, power, sewogo, mining, industrial, recreation, etc.
22. Engineers J3ENNI5..C,..:BDWUING
Chief l-InKioeer ItusidunI Kngineer
23. If the proposed dam and reservoir is to be built under federal license or permit, state what department has
jurisdiction
19 217
24. The maps, plans and specifications and filing fee of $.......'...... accompanying this application are
a part Ihereof.
Signed
Applicant - SigiTall copies^
This ...^.^.day QU^^!^.... ....l9t.Tirr
APPROVAL OF APPLICATION
ThisT? lo cfirlify thai Applicodon No including (he plana and speci/icalions
for /hi.. ?.?.^?.H.Hf.F.i.°?...9.f ..M.'^o.s.e.Aven.u reservoir has been examined ond (he some is
/I'Ti.-hy '. npprovwJ, .siihiiicl lo lJi<! fo//owing (enn.s nnd /imi(o(ions:
1. Cons (nn; tion work shall hi; .<>(or((.'d wi(hin on« yoor from dolo.
2. No foiinf/olion.s or nhii(nK!ri(.s- shn/l he aovtmnl by Ihe mn(oriol of (he dam un(il (he depar(men( has been given
(111 np()orliii)i(y (o in.spwf:! nnd (ii)/)rov(} (ho .same.
Witness my hand for the Oepartment of Water Resources
of the State of California-
this diy of ....AUaUS.t 19.96,
Division Chief
Division of Safety of Dams
Registered Civil Engineer No. 12372
A DOC tt 1997-025486?
02-JUN-1997 09=15 AM
RECORDING REQUESTED BY:
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, CA 92008
1620
OFFICIAL RECORDS SAN DIEGO COUNTY RECORDER'S OFFICE
GREGORY SniTH, COUNTY RECORDER
RF AF
IIF
U.OO
19.00
1.00
FEES: 34.00
WHEN RECORDED SEND TO:
City Clerk's Office
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, CA 92008
RESTATED RANCHO CARRILLO PARKS AGREEMENT
RESTATED
RANCHO CARRILLO PARKS AGREEMENT
THIS RESTATED PARKS AGREEMENT ("Agreement") is made this 18th day of
APRIL 1997, between the CITY OF CARLSBAD, a municipal corporation ofthe State
of Califomia (hereinafter referred to as "City"), and CONTINENTAL RANCH, INC., a Delaware
corporation (hereinafter referred to as "Continental Homes" or "Developer").
RECITALS:
WHEREAS, in 1977, the City entered into an agreement (the "1977 Agreement") with the Carrillo
Rancho Partnership for the dedication for park purposes of (1) a 10-acre parcel of land and (2)
structures situated thereon valued at $97,500.00. The City accepted ownership of this parcel on
^j^/'HA'^if /f'y? . This Agreement established that the amount of land dedicated, and
the value o^ the improvements on this land, will be maintained on account by the City to be drawn
upon as a credit against park-in-lieu fees required by subsequent subdivisions in the Rancho Carrillo
Master Plan; and
WHEREAS, on July 1, 1986, the City ofCarlsbad adopted Ordinance 9810 which established its
Growth Management Program which requires public facilities concurrent with need; and
WHEREAS, on September 23, 1986, the City of Carlsbad approved Resolution No. 87-97 adopting
the Citywide Facilities and Improvement Plan and Resolution No. 87-96 which established
performance standards for parks and other facilities; and
WHEREAS, on March 3, 1991, the City approved Resolution No. 91-76 adopting the Zone 18
Local Facilities Management Plan which provided a detailed description of the buildout potential
of Zone 18 including the area of the Rancho Carrillo Master Plan and established the public facilities
requirements for the development of this area including the requirement for the dedication of 8.5
acres of park land based on a maximum buildout of 2091 units with a population generation rate
of 2.471 residents per unit; and
WHEREAS, the City's 1992, Growth Management Monitoring Report reduces the population
generation rate from 2.471 residents per unit to 2.318 residents per unit, based on the maximum
number of units (2091) permitted by the Zone 18 LFMP. There could be up to 4,846 residents within
the Rancho Carrillo Master Plan, with a requirement of three (3) acres of park land per 1 ,(X)0
residents. This would generate a need for 14.5 acres of park land dedication based on these numbers;
and
WHEREAS, there is an existing park credit of 8.8 acres from the 1977 park land dedication; this
results in the requirement for a maximum dedication of an additional 5.7 acres of park land based
h: \crg\rc-parks. agl " ^ ~ 04/02/97
on the maximum buildout of 2,091 units allowed by the Zone 18 LFMP. The Rancho Carrillo Master
Plan only permits a maximum of 1,982 dwelling units, while the actual number of units being
constructed may be substantially less thereby significantly reducing the dedication requirement;
and
WHEREAS, Section 21.38.060(5) of the City's Municipal Code establishes a procedure and
guidelines for the dedication of park land in Master Plans; and
WHEREAS, on February 15, 1993, the City's Parks and Recreation Commission recommended
approval of the acreage proposed for dedication as shown on Exhibit A attached; and
WHEREAS, on (f^^jjfuA'^i W the City duly adopted, as Ordinance No. M^- Z-^y, the
Rancho Carrillo Master Plan which designates the area to be dedicated to the City for park land
and requires the Developers of the Rancho Carrillo Master Plan to enter into an agreement with
the City regarding said dedication; and
WHEREAS, it is the intent of the Developers of the Rancho Carrillo Master Plan to comply with
the requirements of all of the previous recitals.
NOW, THEREFORE, in order to implement the Rancho Carrillo Master Plan, Ordinance No.
Ai^^'^i? , and in consideration of the mutual promises and obligations of the parties set out herein,
it is agreed as follows:
Owners' Responsibilities
1. Concurrent with the approval of the Master Plan Amendment, the Developers of
the Rancho Carrillo Master Plan will offer for dedication approximately 16.4 acres
free and clear of any liens as generally shown by Exhibit A (attached) and identified
as "Site Plan" by Parks and Recreation Commission Agenda Bill #293-4. This
dedication shall be accepted by the City and appropriately recorded on or before
the approval of the first final map within the Master Plan.
2. The Master Plan applicants shall ensure to the satisfaction of the City Engineer that
utilities remain available to the park site at all times during the Master Plan
development unless prior approval is secured from the City. Joint trench and wet
utilities shall be accessible to the park from Melrose Avenue or the collector street
serving Village O adjacent to the ftiture entry road into the park site. A reasonable
effort shall be made to locate the stubs to the satisfaction of the City. The costs to
construct the utilities in the park will be the responsibility of the City.
3. Vehicular access to the park will be provided by the Master Plan applicants during
all phases of development of the Master Plan to the reasonable satisfaction of the
Community Services Director. After the completion of grading in the vicinity of
-2-
h:\crg\rc-parks.ag( 04/02/97
the park, permanent vehicular access to the site shall be provided by the Master Plan
applicants from Melrose Avenue via an access easement through a cul-de-sac on
property owned by Continental Homes as generally shown on Exhibit A. This access
shall be graded to City standards with sufficient width to accommodate a 36' curb-to-
curb road and improved with decomposed granite, to allow for an all weather access
to the park site until the City develops a permanent entrance at this location.
4. If Village S is not utilized by the San Marcos Unified School District for a school,
the City shall have first right of refiisal to purchase Village S for park purposes. If
the City decides not to purchase Village S, then a portion of Village S, approved
by the Community Services Director, which approval shall not be unreasonably
withheld, and suitable to provide non-exclusive park access from Poinsettia Lane,
emergency vehicular access to the park, and parking for 50 cars near the traditional
entrance to the park site shall be acquired as additional park land.
5. The Master Plan applicants shall provide an all weather emergency vehicular/
pedestrian access, as shown on Exhibit A, between Village S and the park site at
the base of the slope created by the construction of Melrose Drive, subject only to
minor field adjustments reasonably approved by the Community Services Director.
6. For purposes of maintaining public utilities the Master Plan applicants shall provide
access roads acceptable to the City, as shown on Exhibit A.
7. Temporary security arrangements for the ranch compound and historic structures
shall be provided during grading to the satisfaction of the Community Services
Director.
8. The Master Plan applicants shall construct a sewer line (shown on Exhibit A) to
provide sewer service to the park site. If this sewer line must cross the creek to enter
the park site adjacent to the gate house, it shall be concealed by a pedestrian bridge
or other manner acceptance to the City.
B. City's Responsibilities
1. Upon accepting the 16.4 acres, which includes dedication of unconstrained land in
excess of the Master Plan maximum requirement of 5.7 acres as shown on Exhibit A,
the City shall accept all maintenance and liability of all land, slopes, trails and
drainages within the dedicated area upon recordation of the transfer of ownership,
except for areas required to be maintained or monitored by owners such as riparian
mitigation. The City shall accept maintenance and liability responsibility upon
conclusion of such maintenance and monitoring obligafions.
-3-
h:\crg\rc-parlcs.agt 04/02/97
2. Upon or prior to commencement of physical development activities within the Rancho
Carrillo Master Plan, the City shall quitclahn or vacate as appropriate any interest
in the existing access easement from Palomar Airport Road.
3. The City shall accept all access easements described in Section A (Owners'
Responsibilities) and shown on Exhibit A as being adequate to serve the City's needs.
4. As part of the park development process, if deemed appropriate, it shall be the City's
responsibility to provide permanent perimeter fencing.
5. Reasonable requests for access, temporary easements and other items related to the
construction of Master Plan infrastructure, such as sewer, roadway culverts and storm
drains, shall be granted by the City.
6. By this Agreement, the City acknowledges that the Master Plan applicants have met
their park land requirement through the 1977 park land dedication, the value of the
improvements on that land and the additional dedication of 16.4 acres. No park-in-lieu
fees will be required for the development of up to 1,982 units. This figure is based
on the assumption that the school site and community facility site are developed for
residential purposes. Credits for the school site (147 units) and the community facility
site (19 units) shall not be used unless and unfil those sites are developed for
residential purposes.
C. Credit Transfers and Termination. The credits may be transferred to successors. A
transferring party shall not accept payment for such credits in excess of the park-in-lieu fee
in effect at the time of such transfer. Evidence must be presented to the City by any party
wishing to record a Final Map that it has or has acquired park-in-lieu fee credits in an amount
equal to the number of dwelling units on such Final Map. It is the intention of the Master
Plan applicants and the City that the credits will be used in connection only with the 1,982
dwelling units allowed by the Master Plan. Therefore, any "unused" credits shall tenninate
after all units allowed by the Master Plan have been developed.
D. Entire Agreement and Remedies. This text and exhibits constitute the entire agreement.
This Agreement may be enforced by an action for specific performance and/or other action(s)
permitted at law or in equity. The prevailing party in such action(s) shall be entitled to
attorneys' fees and costs of litigation provided that the parties first agree to submit any
disputes to the City Council.
h:\crg\rc-parks.agt ^ 04/02/97
EV WITNESS WHEREOF, the parties have executed this Agreement as of the date first hereinabove
set forth.
CITY OF CARLSBAD,
a Municipal Corporation of
the State of, California
ATTEST:
ALETHA RAUTENKRANZ, City Clerk
APPROVED AS TO FORM:
RONALD BALL, City Attorney
By:
E A. tEWlS, Mayor
CONTINENTAL RANCH, INC.,
a Delaware corporation
By:
CHRISTOPHER J. CHAMBERS
President
DAVID A. LOTHER
Vice President
h:\crg\rc-parks.agt 02/28/97
STATE OF CALIFORNIA )
) ss,
COUNTY OF SAN DIEGO )
On May 28, 1997 before me, Karen R. Kundtz,
Assistant City Clerk of the City of Carlsbad, personally appeared
Claude A. Lewis, Mayor and Aletha L. Rautenkranz, City Clerk ^
personally known to me (ot^-proved-Hiro-Tne-nsn-triTe-basTS-cr^
sa:fei-&feet€«!y-evd-dene«) to be the person (s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that
he-/-3he/they executed the same in hi-sy^ie-r/their authorized
capacity (ies) , and that by hl-s-/her/their signature (s) on the
instrument, the person(s), or the entity upon behalf of which the
person(s) acted, executed the instrument.
Witness my hand and official seal.
lEN i^_^y]^UJJbTZ, i^|ssistant City Clerk
City of CarlsbadC
(SEAL)
CALIFORNIA ALL-PURI.^^ ACKNOWLEDGMENT V.
State of 0/^i
County of ^CUL^ -JAJL^A)
before me,.
Qbte ' NaKie and Title of Officer (e.g., "Jane Doe, Nolary Public")/
personally appeared {lAAA>i-hphM^J. r^U-OnntLJi-*^^ cul^^d-' J^AAA/'cL^ A-rAl).
' Namefs) of Signerfs)
NANCYA.N»CC
Co(nmlssian«nOHB1
NotaiY l^i*:—Colfanla
SanOiego County
My Comm. Bcplres Aug 8. aOOO I
Name{s) of Signer(s)
^.Sr^rsonaiiy known to me
• pi uved lu MIU Ull lliy bayly ul saliblacluiy bviUenoe
to be the person^whose name(s]ji^@Jsubscribed to the
within instrument and acknowledged to me thatJ3^sj»6/ffi^
executed the same iriMs/l>^r/(fietP authorized capaciti^^p,
and that by l)»^/l>^r/(tfiei^signaturq;Jspon the instrument the
persondpor the enfiTyupon behaif of which the person(s)p
acted, executed the instrument.
WITNESS my hand and official seal.
f 7 Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Docunnent
Title or Type of Document
Document Date: Number of Pages: _
Signer(s) Other Than Named Above:
Capacity(ies) Ciaimed by Signer(s)
Signer's Name: /IkAyQ 'hp/uA^ .j. A
^J^A/^^^r's Name: /jOAj/A- A- oCe-fAjLA^
• Individual
ta^^orporate Oifficer .
' Title(s): jAXj/^rjjLAA
• Partner — • Limited • General
• Attorney-in-Fact
• Trustee
• Guardian or Conservator
n Other:
Signer Is Representing:
CI/TIA/KJAAJI
AiUAdA-JjlA^
RIGHTTHUMBPRINT OF SIGNER
Top of thumb here
• Individual
te^orporate Officer ^ / /-
Title(s): \/irJi. ^lA^f CLLAA'
• Partner — • Limited • General
• Attorney-in-Fact
• Trustee
L' Guardian or Conservator
• Other:
Signer Is Representing:
Ccr/iJ^ rUA^^~^
RIGHTTHUMBPRINT
OF SIGNER
Top of thumb here
1996 National Notary Association • 8236 Remmet Ave.. P.O. Box 7184 . Canoga Park, CA 91309-7184 Prod No 5907 Reorder: Call Toll-Free 1-600-876-6827
CERTIFICATE OF CORPORATE RESOLUTION OF
CONTINENTAL RANCH, INC.
I, Julie E. Collins, Secretary of CONTINENTAL RANCH, INC., a
Delaware corporation ("Corporation"), do hereby certify that I am a
duly elected, qualified and acting officer of the Corporation and,
as such, I am fcimiliar with the books, minutes and records of the
Corporation; that no provision of the Articles of Incorporation or
Bylaws of the Corporation requires that any action or signature of
the Corporation be attested by a corporate officer; that there is
no provision in the Articles of Incorporation or Bylaws of the
Corporation limiting the power of the Board of Directors to adopt
the hereinafter stated resolutions; that the following is a true
and accurate copy of resolutions duly adopted by the Board of
Directors of the Corporation, on October 14, 1996 either at a duly
held meeting of the Board of Directors or by unanimous written
consent of all members of the Board of Directors of the
Corporation; and that said resolutions have not been modified,
rescinded or revoked and are now in full force and effect:
RESOLVED, that one signature from the President or any of the
Vice Presidents of the Corporation listed below is required for any
and all documents related to planning, engineering, mapping,
development or construction associated with property owned by
Continental Ranch, Inc.; including but not limited to maps,
easements, agreements, permits, dedications, etc.; and
RESOLVED, the following persons are the duly elected President
and Vice Presidents of the Corporation:
Chris Chambers President
Donald R. Loback Vice President
W. Thomas Hickcox Vice President
Donald W. MacKay Vice President
David Lother Vice President
RESOLVED FURTHER, that one signature from the President or any
of the above-designated Vice Presidents is sufficient by itself to
bind the Corporation in furtherance of these Resolutions.
WITNESS my hand on this 14th day of October, 1996.
CONTINENTAL RANCH, INC.,
a Delaware corporation
^Jjlie E. Collins
Secretary
Park Dota
£ffstiryg Park Land: IOJK
Pioposrd ExpMraien:
TOTAL PMK EXPAMSION: 26Jte
Notes
J. UnoomBminmd S^ansbn axdudms Imnds,
ttm Munidpai Cod* Scotron ZISX ISO MS,,^ ^n«^
MmrxActund shp»s an mho axdbd0d. ^
Z ASMrmma arm appfwdmata ontf, datminii^ by
pianmatar, and sub/act to tutttiar raSnmanc
EXHIBIT y
CONSTRAINTS DA
CARRILLO RANC
COMMUNITY PAF
AGREEMENT FOR REIMBURSEMENT OF COSTS
FOR CONSTRUCTION OF RANCHO CARRILLO OFF-SITE SEWER
CMWD PROJECT NO. 86-502
THIS AGREEMENT FOR REIMBURSEMENT OF COSTS FOR CONSTRUCTION OF RANCHO
CARRILLO OFF-SITE SEWER dated as of (lj)AJ.. /j- , 2000 ("Agreement"), is made at Carlsbad,
Califomia, between CONTINENTAL RESIDENTIAL, INC., a Califomia corporation ("Continental"), and
the CITY OF CARLSBAD, a municipal corporation of the State of Califomia ("City"), with reference to the
following recitals:
RECITALS
A. Continental is the developer of real property located in the City of Carlsbad, Califomia, as
shown on Exhibit "A" attached hereto and made a part hereof (Rancho Carrillo). Rancho Carrillo consists
of several Villages, as designated on Exhibit "A." As used herein, the term "Villages" shall refer, as indicated,
to one or more of such Villages so designated on Exhibit "A." The various Villages as shown on Exhibit "A"
either are, or will become, separate legal parcels in accordance with the applicable legal requirements of the
State of Califomia and the City of Carlsbad.
B. As separate legal parcels, Continental intends to convey or cause conveyance of record title
to the Villages to other persons pursuant to contractual commitments not related to this Agreement. Any fiirther
development activity with respect to any of the Villages will be the responsibility of the respective transferee.
All of the Villages of Rancho Carrillo are herein referred to collectively as the "Rancho Carrillo Project."
Continental is the developer of the Rancho Carrillo Project.
C. The City Council of City adopted Resolution No. 97-645 on October 21, 1997, approving
Rancho Carrillo Master Plan Amendment, General Plan Amendment, Addendum to Master Environmental
Impact Report 93-01, and the fmdings and conditions of the Planning Commission Resolutions No. 4165,
4166 and 4167 (GPA 96-05 and MP 13 9 [F]) relating to development of a mixed-use, master-planned community
within the City of Carlsbad. Finding No. 2 of Resolution No. 4167 provides as follows:
All necessary public facilities can be provided concurrent with need and adequate
provisions have been provided to implement those portions ofthe capital improvement
program applicable to the subject property. The Master Plan has language in the text
stating that all fiiture development shall comply with the public facility performance
standards and phasing requirements of the Local Facilities Management Plan (LFMP)
for Zone 18. Public facilities are required to be constmcted as development in the
Master Plan creates demand for additional facilities. A financing plan approved by
L:\CONTHOME\CARRILLO\reim6.agr
February 16, 2000
the City Council for the Zone 18 LFMP will provide mechanisms for the financing
of the required public facilities.
D. Continental has advanced on behalf of City the cost of constmcting off-site sewer facilities
consisting of a new sewage lift station, a force main and a tmnk sewer pipeline as identified by the Zones
10, 17 and 18 Local Facilities Management Plan, hereinafter collectively referred to as the "Sewer Work."
E. Pursuant to Resolution No. 91 -21, adopted by Carlsbad City Council on January 22, 1991,
City has implemented a plan for levying and collecting sewer benefit area fees in order to fund improvements
in various sewer benefit areas within the City of Carlsbad. Said plan is set forth in the January 1992 Update
to the December 1987 Master Plan of Sewerage, prepared by Wilson Engineering (hereinafter the "Wilson
Report"), and is subject to further review and modification by City. The sewer benefit area fees, in addition
to sewer connection fees, will be collected by City from builders upon City's issuance of building permits.
The Sewer Work is contained in Sewer Benefit Area "H."
F. City will utilize funds collected from Sewer Benefit Area "H" fees to reimburse the costs
advanced hereunder by Continental for the Sewer Work. The sewer benefit area "H" fee is currently $626
per equivalent dwelling unit.
G. City and Continental recognize that the Sewer Work exceeds the infrastmcture otherwise
required of the Rancho Carrillo Project as required by the Growth Management provisions of the LFMPs for
Zones 10, 17 and 18. Continental's share of the estimated costs ofthe Sewer Work is currently estimated to
be $1,387,977. City agrees to reimburse Continental the balance of the project cost (which, based on the
percentages and amounts given elsewhere in this Agreement, is currently estimated notto exceed $ 1,590,514)
(the "Reimbursable Work"), with the understanding that any reimbursement paid to Continental is dependent
on City's receipt of funds within Sewer Benefit Area "H." The amounts are derived from Rancho Carrillo's
currently anticipated share (46.6%) of equivalent dwelling units ("EDUs") within fiiture Area "H." (The Wilson
Report anticipated that Zone 18B, Rancho Carrillo, would have 2,254 of the 4,836 total future EDUs in Area
"H.") However, the terms of this Agreement shall govem City's actual reimbursement obligations.
H. City and Continental desire to enter into a Reimbursement Agreement which covers the
Reimbursable Work contemplated by the constmction of the Sewer Work.
I. A fuller description of the "Sewer Work" is the various items of constmction described in
subsections (1) through (3) below:
(1) Poinsettia Sewage Lift Station. Continental agrees to constmct a sewage lift station,
referred to as Poinsettia Sewage Lift Station. The Poinsettia Sewage Lift Station is located along ftiture Poinsettia
L:\CONTHOME\CARRILLO\reim6.agr
February 16,2000
-2
Lane northeast of the La Costa Golf Course in the area as shown in the attached Exhibit "B." The work necessary
for said constmction is shown on Drawing No. 331 -1E, Carlsbad Municipal Water District Project No. 95-402.
(2) Rancho Carrillo Force Main. Continental will advance the costs necessary to constmct
the Rancho Carrillo Force Main, a 12-inch diameter pipeline, extending from the Poinsettia Sewage Lift Station
west to El Camino Real as shown on Drawing No. 331-lF, Carlsbad Municipal Water District Project No.
86-502.
(3 ) Rancho Carrillo Tmnk Sewer. Continental will advance the costs necessary to constmct
Rancho Carrillo Tmnk Sewer, a 15-inch diameter pipeline, as shown on Drawing No. 331-lC, Carlsbad
Municipal Water District Project No. 86-502 (referenced as "Reaches VBTl A, VBTIC, VBTID and VBTIF"
in the Wilson Report), extending from the subdivision's west boundary to the Poinsettia Sewage Lift Station.
J. Estimated Cost of Sewer Work. The Total Cost of the Sewer Work (subject to verification
and audit) is currently estimated to be $2,978,491. The estimated Total Cost includes the total of the Hard
and Soft Costs shown below plus, (i) an overhead allocation of four percent (4%) of the Total Hard Cost in
lieu of other reimbursement for Continental's cost incurred for salary and benefits for staff of Continental's
home offices, supervision above the level of on-site superintendent, general corporate, legal, and accounting
fees, the cost of borrowed funds, insurance and bond premiums, expenses for meetings with and presentations
to governmental agencies which issue permits or otherwise regulate project approval (collectively, the "Overhead
Costs"), and (ii) an additional two and one-half percent (2.5%) of the "Total Hard Cost" for constmction
administration.
Item Description Total Cost
Hard Costs:
1 Poinsettia Sewage Lift Station $ 1,464,500
2 Rancho Carrillo Force Main 343,700
3 Rancho Carrillo Tmnk Sewer 460,900
Total Hard Cost: $ 2,269,100
Soft Costs:
4 Ufility Fees $ 70,700
5 City Plan Check & Inspection Fee 153,500
6 Bond Premiums 14,600
7 Preliminary Design 42,800
L:\C0NTH0ME\CARRILL0\reim6.agr
Februaiy 16, 2000
-3
8 Environmental Consultant 12,000
9 Planning Consultant 2,100
10 Design Consultant 187,800
11 Landscape Architect 12,000
12 Soils Engineer 33,600
13 Surveying 23,600
14 Property Acquisition 9,200
Total Soft Cost: $ 561,900
Overhead Costs (4% of Hard Costs) $ 90,764
Construction Administration
(2.5% of Hard Costs) 56,727
Total Estimated Costs of Sewer Work S 2.978.491
K. Additional Work. In addition to and separate from the Sewer Work, as defined above.
Continental installed a third pump and motor (the "Additional Work") at City's request. The Total Cost of
the Additional Work was 342,494. The Additional Work was requested by City to provide increased reliability
for pumping flows from Rancho Carrillo, but is also required to pump the sewage flows fributary to the Poinsettia
Sewage Lift Station from other areas. The cost of the Additional Work (the "Immediate Reimbursement
Amount") will be paid to Continental by City. However, City shall be reimbursed for the Immediate
Reimbursement Amount through payment of Sewer Benefit Area "H" fees collected from areas outside Rancho
Carrillo before reimbursement payments other than those described in Sections 4(d) and 4(f), below, are made
to Continental; in addition, the Sewer Benefit Area "H" fee estimate will include the Immediate Reimbursement
Amount.
L. Vallecitos Reimbursement. By separate agreement between the City and Vallecitos Water
District ("Vallecitos"), eighty (80) residential lots in Vallecitos will be allowed to connect to the Sewer Work.
Further, there is an understanding among the City, Continental, Vallecitos, and Presley Homes, Inc. (the
developer in Vallecitos) that the sewer connection fee to be paid by Vallecitos to the City will be $963 per
EDU for a total of $77,040. This sum (the "Vallecitos Reimbursemenf) will be deposited into the Sewer
Benefit Area "H" fund to be used for project cost reimbursement.
L:\CONTHOME\CARRILLO\reim6.agr
Februaiy 16, 2000
-4-
NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is
hereby acknowledged, the parties hereto agree as follows:
1. RECITALS.
The above Recitals are tme and correct.
2. SATISFACTION OF OBLIGATION.
Continental's agreement to perform the Sewer Work, as set forth herein, and the actual constmction
thereof, shall fully satisfy and constitute fiill compliance with all requirements regarding the Rancho Carrillo
Project with respect to the Sewer Work.
3. CONTINENTAL OBLIGATIONS.
(a) In consideration of City' s reimbursement and other undertakings as set forth herein,
Continental agrees to constmct and install the Sewer Work and the Additional Work.
(b) Continental will obtain all property interest necessary for the constmction, operation
and maintenance of the improvements herein described.
(c) Continental shall complete all work no later than three (3) years from the effective
date of the Agreement. Sewer Work and Additional Work completed before the effective date of this Agreement
shall, subject to the other provisions of this Agreement, also satisfy this Agreement.
(d) Continental shall use the complete set of Cify approved plans, specifications and
other design documentation for the Sewer Work and Additional Work.
(e) By entering into this Agreement, Continental waives any and all potential constitutional
(Nollan/Dolan) objections relating to the Sewer Work and Additional Work.
4. CITY OBLIGATIONS.
(a) Subject to the availabilify of fiinds in Cify's Sewer Benefit Area "H" fund, Cify shall
pay Continental the "Reimbursable Amount," which is the Total Cost of the Sewer Work (as defined in Recital
" J") multiplied by the percentage of the Sewer Work serving portions of Sewer Benefit Area "H" outside the
Rancho Carrillo Project.
(i) The percentage of the Sewer Work serving portions of Sewer Benefit Area
"H" outside the Rancho Carrillo Project shall be measured by dividing the number of EDUs within Sewer
Benefit Area "H" outside the Rancho Carrillo Project by the total number of EDUs within Sewer Benefit Area
"H" (including the Rancho Carrillo Project).
(ii) The parties anticipate that the Cify will revise the Sewer Benefit Area "H"
fees before building permits are issued for other properties within Area "H." However, the Cify Council retains
the right to determine whether and when to make that determination. Any change may require a consultant
L:\C0NTH0ME\CARRILL0\reim6.agr
February 16,2000
study and a Council ordinance and/or resolution. Continental shall have the same right as any other properfy
owner within Sewer Benefit Area "H" to request that the Council order preparation of a fee revision.
(iii) Any revision to the Area "H" fees would reflect (i) the actual cost ofthe Sewer
Work including the cost of the Additional Work, rather than the amount estimated in the Wilson Report, (ii)
changes in (or best estimates of anticipated changes to) EDU counts within Area "H," and (iii) the cost of
preparing the revision. Continental does not hereby waive the right to comment on the proposed revision
before Council adoption thereof.
(iv) Nothing in this Section 4(a) (including subsections (i) through (iii)) shall
be deemed to affect Sections 4(c) or 4(d).
(b) Cify shall pay Continental forthe Reimbursable Work in compliance with the process
described in Sections 5 and 6 below.
(c) The Cify shall collect the sewer benefit area fee for all EDUs within the boundary
of Sewer Benefit Area "H," except those within the Rancho Carrillo Project, whether or not the Sewer Work
is utilized.
(d) Any sewer benefit area fees paid for any properfy within the Rancho Carrillo Proj ect
shall be refunded to Continental or the appropriate guest builder (whichever paid the fee), within thirty (30)
days of the execution of this Agreement or within thirty (30) days of payment, whichever comes first.
(e) Cify shall pay Continental the Vallecitos Reimbursement. Upon payment by Cify,
the Vallecitos Reimbursement shall count as a payment toward the Reimbursable Amount.
(f) Cify shall pay Continental the Immediate Reimbursement Amount within thirfy (30)
days of signing this Agreement. In addition, Cify shall pay Continental the Vallecitos Reimbursement within
twenfy (20) days of Cify's receipt of those funds. Section 5 of this Agreement shall not apply to Cify's payment
of the Vallecitos Reimbursement.
5. ACCOUNTING OF COSTS.
(a) When an item of the Sewer Work has been completed, as described in Section 5(e)
below. Continental shall present Cify with a complete and detailed accounting of the costs and expenses
advanced by Continental in connection with such Sewer Work. Upon its receipt of a written request therefor
from Cify, Continental will allow an audit of such costs and expenses to be prepared at Continental's expense
by certified public accountants specified by Cify.
(b) With respect to all "Hard Costs" of constmction comprising the Sewer Work,
Continental shall solicit bids from three reputable contractors. Reimbursable Work shall be bid together with
non-Reimbursable Work for that portion of the Sewer Work which is being bid by such contractor. Continental
L:\C0NTH0ME\CARRILL0\reim6.agr
February 16,2000
may reject a low bid if, in its reasonable discretion, it does not believe the low bidder will be able to complete
its portion of the Sewer Work competently or timely.
(c) During the performance of any Sewer Work, Continental shall retain detailed payment
records for all items of Sewer Work, for use by Cify in auditing any subsequent requests by Continental.
Continental's requests for reimbursement (each a "Reimbursement Request") shall include copies of plans,
specifications, engineer's cost estimates, bids received, confracts, change orders, invoices, payment slips,
canceled checks (front and back), lien releases and other documentation reasonably required by Cify to evidence
the completion and payment for each item of Sewer Work. Reimbursement Requests may be submitted in
stages upon completion of any item of the Sewer Work in conformance with Section 5(e).
(d) Continental shall send one copy of each contractor invoice to the Cify's Depufy Cify
Engineer together with an invoice for all other components of the Sewer Work. The Depufy Cify Engineer
shall consider and approve the request pursuant to this Agreement. If the Depufy Cify Engineer objects to
any items comprising the Sewer Work, the Depufy Cify Engineer shall notify Continental within ten (10) days
of receipt of all invoices forwarded by Continental. Failure to notify Continental shall be deemed the Depufy
Cify Engineer's approval of such invoices. In the event the Depufy Cify Engineer does object, Continental
and the Depufy Cify Engineer shall meet to discuss the disputed amount (at which time Continental shall make
available all of the Sewer Work documentation) and attempt to resolve the matter through good-faith negotiation.
(e) Prior to the submission to the Depufy Cify Engineer of the final invoices. Continental
shall obtain necessary or appropriate releases from the contractor, and shall obtain from Cify, and from any
and all appropriate govemmental agencies, all approvals, certificates and other documents necessary to indicate
the completion of the Sewer Work and the abilify to put the Sewer Work into use. The date Continental receives
all such lien releases, approvals, and certificates shall be deemed the date of completion of the Sewer Work
(the "Completion Date"). Continental may submit its accounting and Reimbursement Requests at any time.
Any delay by Continental in such submittals shall not prejudice Continental' s rights, but shall delay day-for-day
the time in which Cify must take any responsive action.
(f) Notwithstanding the foregoing, if Continental disputes the Depufy Cify Engineer' s
determination of Reimbursable Work or believes that sum established by the Depufy Cify Engineer is not
consistent with the specific provisions of the Agreement, then Continental may elect to appeal the Depufy
Cify Engineer's decision pursuant to Section 7(a).
6. CITY'S COLLECTION AND PAYMENT OF REIMBURSABLE WORK.
Cify shall collect sewer benefit area fees upon its issuance of building permits to developers within
Sewer Benefit Area "H," excluding those in the subdivision boundary of Rancho Carrillo MP 139(F) in Sewer
L:\CONTHOME\CARRlLLO\reim6.agr
February 16,2000
Benefit Area "H," described in detail in the Wilson Report and depicted in the attached Exhibit "C." As each
item of the Sewer Work identified in Recital "I" is completed and accepted by Cify, as manifested by Cify's
approval of a notice of completion for said item, then the Cify's reimbursement payment for said item is due
and payable. Thereafter, Cify shall pay to Continental in semiannual installments on each June 30 (for sewer
benefit area fees collected by Cify through the preceding May 31) and on each December 31 (for sewer benefit
area fees collected by Cify through the preceding November 30) any such fees collected by Cify for building
permits issued within Sewer Benefit Area "H," until Continental is fiilly paid the Reimbursable Amount.
Continental acknowledges that ultimate build-out of the properties within Benefit Area "H" (outside of the
Rancho Carrillo Project) may not include enough EDUs to fiilly reimburse Continental prior to expiration
of this Agreement.
7. MISCELLANEOUS.
(a) Disputes: Claims. If a dispute should arise regarding the performance or interpretation
of this Agreement, the following procedure shall be used to resolve any question of fact or interpretation not
formally resolved by the parties. Such questions, if they become identified as a part of a dispute among persons
operating under the provisions of this Agreement, shall be reduced to writing by Cify's principal engineer
or the Depufy Public Works Director. A copy of such documented dispute shall be forwarded to both parties
involved along with recommended methods of resolution which would be of benefit to both parties. The Depufy
Public Works Director, or principal engineer, shall reply to the letter, including a recommended method of
resolution, within ten (10) days of receipt. If the resolution thus obtained is unsatisfactory to the aggrieved
party, a letter outlining the dispute shall be forwarded to the Cify Council through the office of the Cify Manager
for the Council's resolution. The Cify Council may, but is not obligated to, resolve the dispute. If the Cify
Council considers the dispute and directs a solution, the action of the Cify Council shall be binding upon the
parties involved, although nothing in this procedure shall prohibit the parties seeking remedies available to
them at law.
(b) Jurisdiction. Continental agrees and hereby stipulates that the proper venue and
jurisdiction for resolution of any disputes between the parties arising out of this Agreement is San Diego Counfy,
Califomia.
(c) Obligations and Benefits Not Running With Land: No Third Partv Beneficiaries.
This Agreement shall bind and inure to the benefit of the parties and their respective successors and assigns.
However, it shall not mn with the land or be recorded, and all payments due from the Cify shall be made only
to Continental Residential, Inc. or such assignee as Continental Residential, Inc. designates in writing. This
L:\C0NTH0ME\CARRlLL0\reim6.agr
February 16,2000
Agreement shall not be deemed to confer any rights upon any individual or entify which is not a party hereto;
the parties hereto expressly disclaim any such third-party benefit.
(d) Notice. Unless otherwise specifically provided herein, all notices, demands or other
communications given hereunder shall be in writing and shall be deemed to have been duly delivered upon
personal delivery, or by Federal Express (or similar reputable express delivery service), or by facsimile
transmission with back-up copy mailed the same day, or as of the second business day after mailing by United
States certified mail, retum receipt requested, postage prepaid, addressed as follows:
If to Continental: Continental Residential, Inc.
Attention: Mr. David Lother
2237 Faraday Avenue, Suite 100
Carlsbad, Califomia 92008
Telephone: (760) 931-1980
Facsimile: (760) 931-0237
If to Cify: Carlsbad Municipal Water District
Attention: Mr. Robert J. Greaney, Depufy Public Works Director
5950 El Camino Real
Carlsbad, Califomia 92008
Telephone: (760) 438-2722 X 7106
Facsimile: (760) 431-1601
or to such other address or to such other person as any party shall designate to the others for such purpose
in the manner set forth above.
(e) Counterparts. This Agreement may be executed in any number of counterparts, each
of which shall be deemed an original, but all of which, taken together, shall constitute one and the same
instmment.
(f) Goveming Law. This Agreement shall be govemed by, and constmed in accordance
with, the laws of the State of Califomia.
(g) Complete Agreement. This Agreement contains the entire agreement between the
parties with respect to the matters set forth herein, and supersedes all prior or contemporaneous agreements
(whether oral or written) between the parties with respect to the matters set forth herein.
(h) Amendment. This Agreement may be amended only by a written instmment signed
by both Cify and Continental Residential, Inc. or such assignee as Continental has previously designated in
writing.
(i) Term. This Agreement shall be effective as of the date hereof, and shall terminate
on the earlier of (i) the date Cify fiilly reimburses Continental the Reimbursable Amount, or (ii) January 1,
2015.
L:\CONTHOME\CARRILLO\reim6.agr
February 16, 2000
(j) Payments to Continental. Any payments to Continental by Cify hereunder shall be
made payable to Continental Residential, Inc. and shall be forwarded to the following address, or to such other
address as Continental specified in writing to the Cify Manager of Cify:
c/c Continental Residential, Inc.
Attention: Mr. David Lother
2237 Faraday Avenue, Suite 100
Carlsbad, Califomia 92008
(k) Citv Authoritv. Cify warrants, represents and agrees that it has the legal authorify
to collect the fiinds that it will use to reimburse Continental. Cify further warrants, represents and agrees that
it has the legal authorify to pay these funds to Continental. These warranties, representations and agreements
are a material inducement to Continental to enter into this Agreement.
///
///
///
L:\CONTHOME\CARRILLO\reim6.agr
February 16,2000
- 10
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date first set forth above.
executed by DEVELOPER this 'iA day of
^g^e>- , 20 OC? .
DEVELOPER:
CONTINENTAL RESIDENTIAL, INC.,
1 Califomia Corporation
^W^^^AU^-<AP
Sign here
^ame and "^itle of Signatory
'/A
Executed by CITY this /^^day of
LORRAINE M. WOOD, City Clerk
(SEAL)
(Chairman, president or vice-president and secretary or assistant secretary, CFO or assistant freasurer must
sign for corporations. Otherwise, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that officer(s) signing to bind the corporation.)
(If signed by an individual partner, the partnership must attach a statement of partnership authorizing the partner
to execute the instrument.)
APPROVED AS TO FORM:
RONALD R. BALL
CifyAi
By:
: Cify Attomey
CMWD 86-502
L:\CONTHOME\CARRILLO\reira6.agr
February 16, 2000
11
State of California )
) ss.
County of San Diego )
On February 24, 2000, before me, Toni Carter, Notary Public, personally
appeared David A. Lother, of Continental Residential, Inc., personally
known to me to be the person whose name is subscribed to the within
mstrument and acknowledged to me that he executed the same in his
authorized capacity, and that by his signature on the instnmient the person,
or the entity upon behalf of which the person acted, executed the instnmient.
Notary Public - California
San Diego County
My Comm. Expies Feb27,2003
^B»»ww "WW '!«y^ii'«iw'w
SS my hand and official seal.
(!AAAA
Toni Carter, Notary Public
State of Califomia )
) ss.
Coimty of San Diego )
On February 24, 2000, before me, Toni Carter, Notary Public, personally
appeared Gregory A. Hastings, of Continental Residential, Inc., personally
known to me to be the person whose name is subscribed to tiie within
instrument and acknowledged to me that he executed the same in his
authorized capacity, and that by his signature on the instrument the person,
or the entity upon behalf of which the person acted, executed the instnunent.
Commission # 1211 tk)i a
Notary Public - Califomio f
San Diego County
MyCDmm.B?3teFBb27,2003
WITNESS my hand and official seal.
Toni Carter, Notary Public
EXHIBIT A
RANCHO
JO I _ —,
Ric< ENGNEERING Cc^^E^^^^
EXHIBIT B
PROJECT LOCATION
EXHIBIT C
Benefit Area H contains sewer drainage
zones 6B, lOA, lOB, IOC, 17A, 17B and
18B. Zone 18B is the subdivision
boundary of Rancho Canillo MO 139(F).
11/15/2005 11:22 FAX D.R. HORTON 121002/002
CERTIFICATE OF ASSISTANT SECRETARY
The undersigned hereby cmifies as follows:
L He is a duly elected, qualified and acting Assistant Secretaiy of Continoual
Rendential, Inc., a Catifonna coiporation (the "Company"), is familiar with the foots heran
ccilified iml is duly anidhorized to eerdfy the same.
%, : The following is a tme, correct and complete copy of resolutions related to the
' adopted by the Consent of Sole Director ofthe Company dated July 12,2002 (the
"Resoliij^iaisl''). The Eiesolutions have not been amended, rescinded br modified and remain in fiill
force.»id cflTect as of the date hereof.
KleetioB of Vice Presldem
RESOLVED, that Gary Crouch is hereiby elected to the office of Vice
President Qf the Conipany to serve until the next annual meeting of the directors of
fhe Company and until his successor is duly elected and qualified or until his earlier
deadi, resignation or removal; and
RESOLVED FIJRTHER, that, in connection with constniction of homes
and land development for die Company. Qaiy Crouch is hereby authorized and
empowered, in the name and on behalf of the Company, without the prior approval,
and without the signature^ of any other officer of the Company, to execute and
deliver contracts, agreements and other documents and instruments for thc
subdivision, development and/or improvement of real property, including
ind)contractor agreements, maintenance contracts, appUcations to the Department of
: Real Estate for approval of budgets, homeowner association documents and various
other documents, endtlement submissions, security bonds, subdivision improvement
jigreenwnts, pecmit applications, easement deeds, agreemoits with adjacent property
: i^!»i|iiei^ co» employment agteements, consulting contracts, and r
sinM W or eqiUvalentagre
IN WITNESS WHEREOF, the undersigned has set his hand on the 19'*' day of July. 2002.
Paul W. Buchschacher
Assistant Secretary
\r •• •'•
U:\nEW4-I^^CIoMlte*VQ2J«n9«OS4^
CERTIFICATE OF ASSISTANT SECRETARY
The undersigned hereby certifies as follows:
1. He is a duly elected, qualified and acting Assistant Secretary of Continental
Residential, Inc., a Califomia corporation (the "Company"), is familiar with the facts herein certified
and is duly authorized to certify the same.
2. The following is a true, correct and complete copy of resolutions related to the subj ect
matter as adopted by the Consent of Sole Director of the Company dated January 1, 2000 (the
"Resolutions"). The Resolutions have not been amended, rescinded or modified and remain in full
force and effect as ofthe date hereof.
Authority of David A. Lother. Vice President
WHEREAS, effective April 20,1998, David A. Lother was elected to, and
continues to serve in, the office of Vice President of the Company (the "Vice
President"), to serve until the next annual meeting ofthe directors ofthe Company
and until his successor is duly elected and qualified or until his earlier death,
resignation or removal.
RESOLVED, that in connection with land development for the Company,
without the prior approval, and without the signature, of any other officer of the
Company, the Vice President is hereby authorized and empowered, in the name and
on behalf of the Company, to execute and deliver contracts, agreements and other
documents and instruments for the subdivision, development and/or improvement of
real property, including subcontractor agreements, maintenance contracts,
applications to the Department of Real Estate for approval of budgets, homeowner
association documents and various other documents, homeovraer association
documents, entitlement submissions, security bonds, subdivision improvement
agreements, permit applications, easement deeds, agreements with adjacent property
owners, consulting contracts and similar or equivalent agreements, documents or
instruments.
IN WITNESS WHEREOF, the undersigned has set his hand on the 26th day of
January, 2000.
Paul W. Buchschacher,
Assistant Secretary
U:\JKESLER\Min\ConlRes\00Jan26-COSI.wpd
CERTIFICATE OF CORPORATE RESOLUTION OF
CONTINENTAL RANCH/ INC.
I, Julie E. Collins, Secretary of CONTINENTAL RANCH, INC., a
Delaware corporation (••Corporation"), do hereby certify that I eun a
duly elected, qualified and acting officer of the Corporation and,
as such, I am familiar vith the books, minutes and records of the
Corporation; that no provision of the Articles of Incorporation or
Bylaws of the Corporation requires that any action or signature of
the Corporation be attested by a corporate officer; that there is
no provision in the Articles of Incorporation or Bylaws of the
Corporation limiting the power of the Board of Directors to adopt
the hereinafter stated resolutions; that the following is a true
and accurate copy of resolutions duly adopted by the Board of
Directors of the Corporation, on October 14, 1996 either at a duly
held meeting of the Board of Directors or by tinanimous written
consent of all members of the Board of Directors of the
Corporation; and that said resolutions have not been modified,
rescinded or revoked and are now in full force and effect:
RESOLVED, that one signature from the President or any of the
Vice Presidents of the Corporation listed below is required for any
and all docioments related to planning, engineering, mapping,
development or construction associated with property owned by
Continental Ranch, Inc.; including but not limited to maps,
easements, agreements, permits, dedications, etc.; and
RESOLVED, the following persons are the duly elected President
and Vice Presidents of the Corporation:
Chris Chambers President
Donald R. Loback Vice President
W. Thomas Hickcox Vice President
Donald W. MacKay Vice President
David Lother Vice President
RESOLVED FURTHER, that one signature from the President or any
of the above-designated Vice Presidents is sufficient by itself to
bind the Corporation in furtherance of these Resolutions.
WITNESS my hand on this 14th day of October, 1996.
CONTINENTAL RANCH, INC.,
a Delaware corporation
By ,A^^ y~^AJ5^AJUA^
4Jilie E. Collins
Secretary