HomeMy WebLinkAboutRough Grade All Phases - Permit# BGR990024Im
oe 15AP tdr
SES
,d�.e gqoo�z•s�
y
COUNTY OF RIVERSIDE
Department of Building and Safety
BUILDING PERMIT
This permit shall expire by limitation and become null and void if work is not commenced and a written request for inspection filed within 180 days
from the date of issuance or if work has been suspended or abandoned for a period of 180 days between the filing of written requests for inspection.
❑ LICENSED CONTRACTORS DECLARATION: I hereby affirm under penalty of per'urryy that 1 am licensed under Provisions of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions ode, and my license is in full force and effect.
License Class License No.
Date Contractor
❑ OWNER -BUILDER DECLARATION: I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law
for thef�ursuanttotheptoyIs0soft,e
lowingreason(Sec.7031.5, Business and Professions Code: Anycrtyorcountywhichrequiresaperinittoconstruct,alter,improve,
demolisor repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that heor she is
licensediContractorslicense Law (Chapter 9 (commencngwith Sectio7(0ofDivision 3 ofthe Businessand Prossions Code) or that he or she is exempt therefrom and the basis fort a alleged exemption. Anyy violation of Section 7031.5 by any
applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$SOOJ.):
❑ 1 as owner of the roperty, or my empl(
or o}fered for sale (Sec. 7044, Business at
who builds or improves thereon, and who
improvements are not intended or offered
owner -builder will have the burden of pro.
111 as owner of the property, am exclusi
Professions Code: a Contractors Licei
contracts for such projects with a contract
❑ 1 am exempt under Sec. , B.&F
Date Owner
as their sole compensation, will do the work, and the structure is not intended
ide: The Contractors License Law does not appy to the owner of property
iimself or herself or through his or her own employees, provided that such
:ver, the building or improvement is sold within one year of completion, the
e did not build or improve for the purpose of sale.).
with licensed contractors to construct the Project (Sec. 7044, Business and
t apply to an owner of property who builds or improves thereon, and who
suant to the Contractors License Law.).
❑ WORKERS COMPENSATION DECLARATION: I hereby affirm under penalty of perjury one of the following declarations:
❑ I have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by Section 370 of the Labor
Code for therformance of the work for which this permit is issued.
11I Jtave and will maintain workers compensation insurance, as required by Section 3700 of the Labor Code, for the performance of
the work for which this permit is issued. My workers compensation insurance carrier and policy number are:
Carrier Policy Number (This section need not be completed if the permit
is for one hundred dollars or less).
❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to
become subject to the workers compensation laws of California, and agree that if I should become subject to the workers compensation
provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN
EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100000) IN
ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR COBE,
INTEREST. AND ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY: 1 hereby affirm underpenaltyy of perjury that there is a construction lending agency for the
performance of the work for which this permit is issued (Sec. 3097, Civ. C.
Lender's Name
Lender's Address
CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I certify that I have read this application and state that
the above information is correct. I agree to comply with all county ordinances and state laws relating to building construction, and hereby
authorize representatives of this county to enter upon the above-mentioned property for inspection purposes.
amc
INSPECTION INFORMATION: Work may proceed only at the direction of the field inspector. To request an inspection of work completed, call the
appropriate ollice listed below. Our office hours are 8:00 a.m. to 5:00 p.m., Monday through Friday.
West County: Riverside Office (909) 955.1800 Mid County: Temecula Once (909) 694-5242
East County: IndioOffice (760) 863-8271
REINSPECTION FEE: Reinspection fees maybe assessed when the permit card is not properly posted on the work site, the approved plans are not readily
available tote mspector, for failure to provide access on the date for which the inspection is requested, or for deviating from plans requiring approval of
the Building Official. A reinspection fee may be assessed for each inspection or remspeclion when such portion of work for which inspection is called is
not complete or when corrections previously called for are not made.
OCCUPANCY: Buildings or structures shall not be used or occupied until the Building Official has issued a Certificate of Occupancy (or for residential
we in�gs, the sign -off ofthe final inspection on the job card by the building inspector).
284-208 (07188)
I
a
A'
m
I
-7-;e�304o7-3, -y, -s, -G
.. _y _:ate ` �:: ,
r*il�': it �inaY�farZ,..r�.�- /�5�, .
GRADING PERMIT
PERMIT #:
BGR990024
Status:
Job Address:
44200 NIGHTHAWK
PASS TFM
Issued:
Expires:
Work Desc:
ROUGH GRADING -
TR23067-3/-4/-5/-6
Parcel No:
952-230-006
Location:
THOMAS MAP BOOK
979 H3
Tract/Lot:
TR23067-3/-4/-5/-6
Zoning:SP ZONE
ISSUED
07/01/1999
01/05/2000
APPLICANT - CENTEX HOMES Phone: 909 352-7200
C/O 2900 ADAMS ST SP#A-15, RIVERSIDE CA 92504
OWNER CENTEX HOMES Phone: 909 352-7200
C/O 2900 ADAMS ST SP#A-15, RIVERSIDE CA 92504
CONTRACTOR CENTEX HOMES Phone: 909-279-4000
ROBYN BLAIR, 2280 WARDLOW CIR STE 150, CORONA CA 91720
FEE INFORMATION
Plan Check Fees.: 11,526.85 Transfer Fee..... .00
Permit Fees.....: 11,526.85 Renewal Fee.....: .00
Addl Inspections: .00
Microfilm Fees..: 41.00
Addl LMS Surchg.: .62
Total Calculated Fees: 23,095.32
Additional Fees: -4,962.35
Total Permit Fees: 18,132.97
CALL FOR INSPECTION
Requests for inspection shall be made at least
24 hours in advance by telephone at (909) 955-1800
Additional info at www.tlma.co.rive.rside.ca.us/tins/lms.htnt
LMS PERMIT NO. 2"� O 2— 1 PERMIT NO. 900756
Job
Number f Street
'P
Type of Permit:
Parcel No.: ?S 2-;�_3 0- 04r,
Location:
Z'S 0C-7- 3 -4- -s '# (-,
Building Inspector:
925,9r -
City State Zip Code
Issued:
Expires:
SETBACKS
Front
n / SIL Left
Zoning: K�►Y" Right
Rear
Final Date:
APPLICANT NAME: c-�er4t=� Phone: VC -4con 2Z
ADDRESS: ZZSQ %1LtiV��oW <::C— - 217 Z<:)
CONTRACTOR NAME:
ADDRESS:
Number City State "Zip
OWNER NAME: -Sam F— 4 S 4 P�GilG/�'� % Phonc:
ADDRESS:
Number City State Zip
Building Permit Fee
Processing Fee
SMI Fee
FEE INFORMATION
(Minimum Permit Fee is )
Plan Check Fee
Processing Fee
Microfilm Fee
Total Calculated Fee:
Additional Fees:
TOTAL PERMIT FEE:
County Receipt Number: Fl 1 0�b (06--a�3
284208 (2198)
FILE COPY
"00-345—UM1 3
NIS W E4 Paf,A1m fa 45MUT RROAR My. IO II OIL Ill
Is ASSUG fall ttNN[[ ISgML1' a WIA slMl. ASYS971's 1IA(p
MY IN IIVtx N,}I LmIm-9I ,,a LILOIi sli( t1011ll[25.
SEC.10 11 14 15 22 23 T.8S.,R.2W
� � ASS"�h"` O �-•,
L
SC LL1IN 1n0 OR u MON
T.R.A. 094-102 4 5 2- 2 3
091-007 126-0
7)
R h
,... R 0 .•� ��
'z
MACHO
1 ti.
+ �1)
J t,
a•
NOV 0 31997
rw �Or�Afr°w �� 5 �06A
i w jg,6V200PPARC2l WIP Iq. 24367
i 16 265/1-3 TRACT INR N0. 23067-1
_ AMM 5 WE. 152 K. 23
� RirenlRt C,u.l), C,IIt. '�
I�
L
SC LL1IN 1n0 OR u MON
T.R.A. 094-102 4 5 2- 2 3
091-007 126-0
7)
R h
,... R 0 .•� ��
'z
MACHO
1 ti.
+ �1)
J t,
a•
NOV 0 31997
rw �Or�Afr°w �� 5 �06A
i w jg,6V200PPARC2l WIP Iq. 24367
i 16 265/1-3 TRACT INR N0. 23067-1
Q % Q SEE 959 INP
•• Yui
raw.$ --Po
r '{ $
gM• 4*yla,
X19 aP�.
�_ enn
,i'+6+'
i
�
.�{\liil
• Y
V{ Qr l4 rr
� 5'�d
it
f41!
VI{IA '✓`'`
a:.AO
+
F8
. eW�
b
+
�
� �i
♦
t
OU'
i
^, std
�-
a
aY �
��
L �p
MID ■ �/
�� ,'�/
�Y.
�
:M�
�- `F
IIN.N. E
ate♦ a
r4
mow—
._-4v
•L
CRfCI
so-0
D i �`w/.i
e ?
4�
aC51"61\r.[411U
b�..0 �'I,♦
Yl
P•{
Mup}�'��
I
�f`
`
/' .3ij:
/b Wj/ —
j
v,
L... ..Y,
6
,i. �" i
mw.m
1 GMRMI[lD Ya
yY°/
+fie
�? �
- -YI h / - `
• uy 1/��
'iY.
� i m,Ys
a
'
�
%-9i2Y•
t gy4,4L
p%
i
3 lY/
� f •
�IYI
e � d}
ep,,41w�w.
.'
�Ij�
•��' $�
- fey ;: ��'+
L* �•
.� �.
'
u
�-
v \
PrW
I41
'
Y,.
4d. �
5 � a 9
/'
�a a
fir
r '•`a:
`/ '
k
93
I
26
PEDMW
'^
2
�
two
28
I — �
27
INDIAN
30
RESERVATION
29
--------------
36
333
i
31-
32
r s'
a� r
iswn
II••'a
--
non
January 15, 1999
HAROLD MEYERS
CENTEX HOMES
2280 WARDLOW CIRCLE STE 150
CORONA, CA 91720
RECEIPT OF YOUR NOTICE OF INTENT
The State Water Resources Control Board (State Water Board) has received and processed your NOTICE OF
INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. Accordingly, you are required to comply with
the permit requirements.
Your WDID identification number is:9 335310377. Please use this number in any future communications
regarding this permit.
SITE DESCRIPTION
OWNER CENTEX HOMES
DEVELOPER CENTEX HOMES
COUNTY: RIVERSIDE
SITE ADDRESS: NIGHTHAWK PASS
COMMENCEMENT DATE:
EST. COMPLETION DATE:
When construction is complete or ownership has been transferred, dischargers are required to notify the
Regional Water Board by submitting a Notice of Termination (NOT). All State and local requirements must be
met in accordance With Special Provision No. 7 of the General Permit. I have enclosed a NOT for your future
use. If you do not notify the State Water Board that construction activity has been completed you will continue
to be invoiced for the annual fee each January.
If you have any questions regarding permit requirements, please contact your Regional Water Board at (619) 467-2972.
Sincerely,
•
Audrey Shimizu C-AAXy FetLLt=Q-
Storm Water Unit HoµGS
Division of Water Quality (9 7M to . 18 (o i
Enclosure
California Environmental Protection Agency
Qd Resoled Pair
0ei9-zsoo7_g
N.
1 �y�
State Water Resource Control Board
Division of Water Quality
�� --,,.
901 P Street • Sacramento, California 95814 • (916) 657-0757
Gray
Mailing Address: P.O. Box 1977 • Sacramento, California • 95812-1977
mDavis
Cb.rmor
Winston FL lEckoa
FAX (916)657-1011 • Internet Address: htto://w Y.sw b.ca.aav
Secreraryfor
E vimnmenml
Prorection
January 15, 1999
HAROLD MEYERS
CENTEX HOMES
2280 WARDLOW CIRCLE STE 150
CORONA, CA 91720
RECEIPT OF YOUR NOTICE OF INTENT
The State Water Resources Control Board (State Water Board) has received and processed your NOTICE OF
INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. Accordingly, you are required to comply with
the permit requirements.
Your WDID identification number is:9 335310377. Please use this number in any future communications
regarding this permit.
SITE DESCRIPTION
OWNER CENTEX HOMES
DEVELOPER CENTEX HOMES
COUNTY: RIVERSIDE
SITE ADDRESS: NIGHTHAWK PASS
COMMENCEMENT DATE:
EST. COMPLETION DATE:
When construction is complete or ownership has been transferred, dischargers are required to notify the
Regional Water Board by submitting a Notice of Termination (NOT). All State and local requirements must be
met in accordance With Special Provision No. 7 of the General Permit. I have enclosed a NOT for your future
use. If you do not notify the State Water Board that construction activity has been completed you will continue
to be invoiced for the annual fee each January.
If you have any questions regarding permit requirements, please contact your Regional Water Board at (619) 467-2972.
Sincerely,
•
Audrey Shimizu C-AAXy FetLLt=Q-
Storm Water Unit HoµGS
Division of Water Quality (9 7M to . 18 (o i
Enclosure
California Environmental Protection Agency
Qd Resoled Pair
., f
►.
TO THE APPLICANT:
The following list of corrections needs your attention and follow-up. Please revise the
plans and supporting calculations, if any, and resubmit these for recheck including a
correction response. Indicate on the corrected plan where the corrections are made and
clearly distinguish all revisions using clouds, revision triangles, etc. so plan check can
be accomplished in a timely manner.
BUILDING AND SAFETY, GRADING DIVISION
>> PLAN CHECK CORRECTIONS <<
+ SITE :TR23067-3, -4, -5, AND -6 + P/C LOG # GR990024A
+ BY:ABDUL S.BEHNAWA,P.E. + PHONE:909-955-1800 + DATE 01/25/99
+ > 1GENERAL;2GRADING;3DRAINAG;4EROSION
- -----------------------------------
--- -----------------------------------
02 Please refer to red -line plans for comments related to the design. <Condition>
003 Obtain Transportation Department approval before a grading permit will be issued.
<Condition> IA) ✓/, 4,'�
CO04)Obtain Planning Department approval before a grading permit will be issued.
<Condition> `���
00 Submit 1 wet signed copy of the soils engineering and engineering geology report with
appropriate fee to the County Geologist (Steve Kupferman (909) 955-3211) for review
and approval before a grading permit will be issued.
<B3309>
After issuance of a permit authorizing rough grading work, a permit authorizing
finish grading work shall be obtained regardless of finish grading quantities of
excavation or fill. <0457>
Construction activities including but not limited to clearing, grading or excavation
of land, which disturbs 5 acres or more, or on sites which are part of a larger
common plan of development which disturbs 5 acres or more are required to comply with
the National Pollutant Discharge Elimination System (NPDES) and shall before grading
permit to submit the following:
A. A copy of the Notice of Intent (NOI) filed with the State Water Resources Control
—i Board (SWRCB) including discharger's identification number.
B. The name, address and phone number (including 24-hour emergency phone number) of
the person responsible for implementing, inspecting and reporting of the site Storm
Water Pollutant Prevention Plan (SWPPP). Any change of such person, address or phone
number shall be filed within 24 hours with the Department of Building and Safety and
shall include the grading log number.
Full text of the County NPDES requirements are available in the current Ordinance
457, 10457,
08 Bond is required prior to grading permit. Contact Steve Dondalski at phone (909)
955-2000 extension 57793. <0457>
08 Bonds and erosion landscape plans are required prior to grading permit. Contact
>> G 990024A << Page 1 of 3
Continue comment # [0841
Steve Dondalski at phone (909) 955-2000 extension 57793. <0457>
V�2 4 Show daylight line of all cuts/fills. <B0302> /rpl?OV 7D Pjptr�
rSetback between graded slopes (steeper than 2 horizontal to 1 vertical and graded
,4?slopes higher than 30') and structures shall be determined by a slope stability
analysis which shall provide adequate protection for the structure in case of slope
failure. Comply at: <0457>
U� Minimum setback between graded slopes (no steeper than 2 horizontal to 1 vertical and
U no higher than 30') and structures shall be H/2 but 5' minimum and 15' maximum from
ascending slopes and H/3 but 5' minimum and 40' maximum from descending slopes.
Natural slopes steeper than 4 horizontal to 1 vertical shall observe the same setback
as graded slopes. Comply at: <0457>
047 Slope stability report is required for cut and fill slopes constructed steeper than 2
horizontal to 1 vertical or cut and fill slopes constructed over 30 feet in height.
Submit slope stability report as indicated below: <0457>
053 Cut/fill slope terraces at least 6' in width shall be constructed at no more than 30'
intervals except where only one terrace is required, it shallbe t midheight.
Cut/fill slope greater than 60' and up to 120' shall have one 12' errace at
approximately midheight. Suitable access shall be provided for proper maintenance.
Comply at: <B3315> SHA T t2Com✓��� 54 C7�i1e�� .
X33 Show typical lot drainage by arrows and spot elevations. Minimum lot drainage
�VVVV/ towards swales is 2% for cut/fill greater than 10' and 1% for cut/fill 10' or less.
Comply at: <B3315>
04
Finish grade shall slope away from exterior foundation wall no less than 0.5" per
foot (4%) for a minimum of 3 feet and the gradient from the building pad shall be
minimum 1% towards approved drainage facility.
Comply at: <B3315 0457>
05 Paved swales or ditches (min. depth t eepest point 1', width 51, 3" thick
reinforced concrete, and min. slo 5% shall be constructed on cut/fill slope
terraces. A sin 1 of swale or itch shall not collect runoff from a tributary
area exceeding13,500 s uare feet without discharging into a downdrain. Comply at:
«3si5r sHC&q 9 .
�'Y Show drainage swales spot elevations, minimum slope is 1%. Comply at: <B3315>
,`i6 Provide drain outlet velocity reducers/rip-rap and include adequate details, size,
weight etc. Comply at: <B3315>
Provide downdrains for cut and fill slopes. ComptT VM.=—<'B7M>
f tubi Provide a downdrain or other drainage devise to drain over manufactured slope face.
VV Comply at: <B3315>
1A Paved interceptor drain (min. depth 12", width 30", 3" thick reinforced concrete)
shall be installed along top of all cut slopes with a drainage path greater than 40'.
>> GH990024A << Page 2 of 3
Continue comment k [062]
Interceptor drain shall be shall be designed to accommodate the 100 year storm
ffrequency flow (@100). Comply at: <B3315>
UA63 Provide a recorded drainage easement for maintenance, and/or release of concentrated
flow, and/or change in flow direction, and show easements on the plan. Comply at:
<B3315>
064 Provide concrete paved drainage device to carry concentrated water. Comply at:
<B3315>
%001 tain Flogs Control approval prior to issuance of grading permit. <P009>
V AoAsCA LC i)-iloPJ of C..8. I-7 A.
CIL C.kk-Ak Ilati St4v(-J5 RLbtvlPfP L4nl 'rt4 OF 6o•Z
'rU (L L(xnl� i ff US�� 15 /� �� I S 'rhF(i CKCr.SfIVL /
L -o W Q t L K -C p 131 p o w r-1 S i "Ar l L, (t> , i Y01> Y
Do Zr ro 10'7) I A
j4e""105 5 s x r: 5'or 457-�>4-1 -s
U
» GR990024A << Page 3 of 3
(>` Fv����J ' � qtr' — o►=
U -AT -j J L
/T F (o}!t /fi S`51 4 N6y P FoM I F4
FO►�h INSprL'r. tons 1 Gds
cve� to 1� Ftf-L,r).
Cr i 5 ry t�—l!—�p
`4r d �,U IA bF
(st�plF361 10
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
(C) Copyright 1982-96 Advanced Engineering Software (aes)
Ver. 6.1 Release Date: 01/01/96 License ID 1239
Analysis prepared by:
Hunsaker & Associates Irvine Inc.
Inland Empire Region
2900 Adams Street Suite A-15
Riverside, Ca. 92504
----------------------------------------------------------------------------
TIME/DATE OF STUDY: 12:46 2/ 2/1999
------------------------------
***********xx+#xxx**xxx*xx DESCRIPTION OF STUDY ***+***+***+***xx*****#+++
* Tract No. 23067-4 Catch Basin #17A Q100 intercept
* Filename: Cbl7a.res
+ +
»» FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION««
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 11.10
GUTTER FLOWDEPTH(FEET) = .38
BASIN LOCAL DEPRESSION(FEET) = .33
FLOWBY BASIN WIDTH(FEET) = 21.00
»»CALCULATED BASIN WIDTH FOR TOTAL INTERCEPTION = 30.6
»»CALCULATED ESTIMATED INTERCEPTION(CFS) = 8.9
CARRYOVER 2.2CFS TO C.B. #17
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
(C) Copyright 1982-96 Advanced Engineering Software (aes)
Ver. 6.1 Release Date: 01/01/96 License ID 1239
Analysis prepared by:
Hunsaker & Associates Irvine Inc.
Inland Empire Region
1285 Columbia Ave. Suite A-1
Riverside, Ca. 92507
--------------------------- --------------
TIME/DATE OF STUDY: 9:15 2/ 8/1999
**************x*x*******xh DESCRIPTION OF STUDY *hx**#******************#*
* Tract No. 23067-4 Catch Basin #17 Q100 intercept
* Cb17.res -
x *
*************************************************x********************x*h*
»»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 2.20
GUTTER FLOWDEPTH(FEET) _ .20
BASIN LOCAL DEPRESSION(FEET) _ .33
FLOWBY BASIN WIDTH(FEET) = 11.90
»»CALCULATED
BASIN WIDTH FOR TOTAL INTERCEPTION
= 11.9
USE
141
»»CALCULATED
ESTIMATED INTERCEPTION(CFS) = 2.2
e
COUNTY OF RIVERSIDE
TRANSPORTATION AND
LAND ATANAGEMENT AGENCY v 4
�'�now oar
Mans ortation Department Dovid E. Barnhart
P P Director of Transportation
TO: Buildinv and
Safety Department
DATE:
v Z
_. FROM:.
RE:
—c/ —S --
[ ] The grading plan for the above project has been reviewed by
the Transportation Department and we have no comments. Should
any significant revisions be made to the -grading plans, a
further review by this department will be necessary.
[ J The grading plan for the above project has been reviewed by
the Transportation Department and ",.we request that approval of
•
the plan not a given by the Building and Safety Department
until. issues resolving:
[ ] conformance with street plans;
[ ] methods of handling drainage;
have been resolved to the satisfaction of the Transportation
Department.
[ ] The issues of concern to the Transportation Department in our
previous correspondence to you dated have
been resolved to our satisfaction. We have no further comments
at this time. Should any significant revisions be made to the
grading plans, a further review by this 'department will be
necessary.
11X1 This grading plan review was done at the request of the
developer/engineer prior to review and approval of,, the
improvement plans. Only a e,, the •z^Prv-•-`=^Rrr`�
piens we�e made. it is therefore understood that it shall be
the responsibility of the developer/engineer, to make any
grading changes necessary to comply with the approved street
improvement plans.
4050 Lemon Suet, £th Floor • Riverside, Cflifornia 92501 • (909) 275.6740
P.O. ]30X7090 • Ri,erside, Czlifornia 92502.1090 • FAX (909) 275.6721
COUNTY OF RIVERSIDE
TRANSPORTATION AND
LAND MANAGEMENT AGENCY
Building and Safety Department
TO: KHALED OTHMAN
TRANSPORTATION DEVELOPMENT REVIEW
FROM: ABDUL BFHNAWA "oo--
BUILDING AND SAFETY
GRADING SECTION
T. H. Ingram
Director
DATE: I /'L6/ Igy9
UE, REFERENCE COPY OF GRADING PLAN
1,OG.N0. .e.(-4- 99.002+
LEGAL DESCRIPTION: y
A cop} of proposed gradin plan for the above project, showing
proposed grading on dedicated .road„right-of-way is sent foi plan
review by transportation department;: Approval of.proposed grading
within the road right-of=way by the Transportation Department is
essential prior to approval of:proposed gradin by this department.
r
JAN 2 61999
u..l
R.3/D.1/DE
Administration* 1777 Atlanta Ave., Ste. G-5, Riverside, CA 925070(909) 275-20000FAX (909) 275-2010
❑ 4080 Lemon St., 2nd Floor ❑ 79733 Country Club Dr., ❑ 1370 Stale St. NA,
P. O. Box 1629 Bermuda Dunes, CA 92201 Sen Jacinto, CA 92583
Riverside, CA 92502-1629 (619) 863-8271 *FAX (619) 863-7015 (909) 654-7855*FAX (909) 654-2805
(909) 275-18000FAX (909) 369-4017
02/23/99 Transportation and Land Management Agency
DEPARTMENT of BUILDING & SAFETY
Itemized Statement of Deposit
PAGE 1
Permit Nbr: BGR990024 Building Permit
System
Situs Addr:
Activity
Deposit
Balance
Date
Activity/Description
/Charge
on Hand
01-15-99
INITIAL DEPOSIT
6,564.50
6,564.50
01-15-99
PROCESSING FEE
-10.50
6,554.00
01-15-99
ORD.749 SURCHARGE
-170.35
6,383.65
01-15-99
GIS SURCHARGE
-245.52
6,138.13
01-15-99
GRADING PLAN REVIEW:
.4 Hrs on PROJECT RESEARCH
.2 Hrs on ADMINISTRATION
.6 TOTAL HRS @ 124.00
-74.40
6,063.73
01-22-99
GRADING PLAN REVIEW:
10.0 TOTAL HRS @ 139.00
-1,390.00
4,673.73
01-23-99
GRADING PLAN REVIEW:
10.0 TOTAL HRS @ 139.00
-1,390.00
3,283.73
01-24-99
GRADING PLAN REVIEW:
10.0 TOTAL HRS @ 139.00
-1,390.00
1,893.73
01-25-99
GRADING PLAN REVIEW:
2.0 Hrs on PROJECT RESEARCH
2.0 TOTAL HRS @ 124.00
-248.00
1,645.73
01-26-99
GRADING PLAN REVIEW:
1.0 Hrs on INTRA COORD
1.0 TOTAL HRS @ 124.00
-124.00
1,521.73
02-02-99
GRADING PLAN REVIEW:
2.0 Hrs on FIELD VISIT AND TRAVEL
2.0 TOTAL HRS @ 124.00
-248.00
1,273.73
02-17-99
TRANSP PLAN REVIEW: 1.0 HRS @
93.00
-93.00
1,180.73
With 0.0 Estimated Hours to
Complete............
��
April 7, 1999
Building and Safety Dept.
County of Riverside
4080 Lemon St.
Riverside, Ca. 92504
Re: Permission to Grade
To Whom It May Concern,
We hereby certify that We are the Owners of A.P.N. 952-230-005 (23067-2) and 952-
230-006 (23067-3). We have reviewed the proposed grading plan prepared by Hunsaker
& Associates for Tract No. 23067-2 (US Home Parcel) and 23067-3 (Centex Parcel).
I (We) as the owner of A.P.N. 952-230-005 (Tract No. 23067.2), hereby agree to permit
the owner of Tract 23067-3 to enter upon our property to perform grading and
construction as shown within the limits shown on said grading pians.
I (We) as the owner of 952-230-006 (Tract No. 23067-3), hereby agree to permit the
owner of Tract No. 23067-2 to enter upon our property to perform grading and
construction as shown within the limits shown on said grading plans.
We also agree to hold the County of Riverside Harmless of any liabilities for damages to
our property due to performance of said grading and construction.
This agreement shall be invalid if both parties do not sign and notarize this document.
Print Nome and Sign
HicW%& -I— L-Ift-
Print Name and Sign
For Centex Homes — Owner Tract 237-3-
A; had /. ,4l14o-
Print Name and Sign
Print Name and Sign
9"3ovd 69Z9 ZSG 606
Date : a
Date :
Date :
Date:
OOssy v usivsNOH 62.60 (I733) 66. 09 'Hdv
nAl GarnY•Gis AL"PWl1111t7bsE AOKNOV&EDOMBlff
State Of
County of
On L(A2/-W before me,0-1
NAME. TrU OF OFk7r
ATE
personally appeared
640..
AM@{n0. SKV&V i1
personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence
to be the person(s) whose name(e) Is/artli
subscribed to the within instrument and ac-
knowledged to me that he/04/tho executed
the same In his/Xr/tWr authorized
capacity(J,e>s), and that by hist a,04tw
a•,a.►•troeroT
signature(s) on the Instrument the person(al,
NOT" R&C G1•"°" or the entity upon behalf of which the
personjA acted, executed the instrument.
WITNESS my hand and official seal.
8LIUMAI rMe OF NO ANY
OPTIONAL
Though the data below is not required by law, it may prove valueWe to persons relying on Ute document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
❑ PARTNER(S) ❑ LIMITED
❑ GENERAL
❑ ATTORNEY-IN-FACT
❑ TRUSTEE(S)
❑ GUARDIAN/CONSERVATOR
❑ OTHER:
SIGNER 18 REPRESENTING:
NAME 0/rEAe S)ON DM(W)
DESCRIPTION OF ATTACHED DOCUMENT
�ctr,�5s�or. -�o �-Zccr.de,
TITLE OR TYPE OF DOCUMENT
NUMEFi OF PAGES
SIGNER(S) OTHER THAN NAMED ABOVE
01903 NA71ONAL NOTARY AMOATKW • 8930 R•ntOM AW, P.O. am 7190 • Coop Perk, CA 91009.7184
8'30yd
6928
Z59 606 Doggy V E3xysxnH 09:60 (iH9) 66. 06 'HdY
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of QAt /FOfj/✓/ A
County of -WyV f js /A E
On ALLY. /j1 IPP 9 before me,-" LA A,42P61X-4eR, A✓.-fA)tY ?U4 1d- ,
GATE WP—TnU OF OFFICER -EA, ',ME OOE. NOTARY PUBLIC
NO 3907
personally appeared M/oHd ex. L /'/.0 L E!L
wim(9) of 9IONER(e)
❑ persona ly known to me - OR roved to me on the basis of satisfactory evidence
to be the person whose namely iW3"
subscribed to the within Instrument and ac-
knowledged to me that he/,s executed
the same in his/bO/3+atp authorized
capacity, and that by hiSAAB3Y61WP
slgnature4o on the instrument the person(O.
or the entity upon behalf of which the
person6oacted, executed the instrument.
WITNES my hand and official seal.
M
BONA ARr
OPTIONAL
Though the data below is not required by law, It may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
TMAS)
❑ PARTNER(S) ❑ uMrrED
❑ GENERAL
❑ ATTORNEY-IN-FACT
TRUSTEE(S)
❑
GUARDIAN/CONSERVATOR
❑ OTHER:
DESCRIPTION OF ATTACHED DOCUMENT
y"g/j u/s1.nA✓ T dg,.e E
TITLE OR TYPE OF DOCUMENT
OA/14 (/)
NUMBER OF PAGES
APR/L 17
DATE OF DOCUMENT
SIGNER 18 REPRESENTING; �� /0��
wAu9a R9ONIWORENInYf ) /lY
'� ° me"! SIGNER(S) OTHER THAN NAMED ABOVE
DIM NATIONAL NOTARY ASSOCIATION - 8790 Remnrt Ave., P.O. Box 7194 - WOP Park, CA 01309-7164
L 30Yd 6969 65fi 606 0088Y Y 1I3%Y8XnH 06 60 (IMA) 66. 06"'ddY
-Ulf Fagerborn - Gentlemen, _ Paget
From: Dave Stahovich
To: Allen Asada, David Mares, Ed Studor, George Johnson, Ron Goldman
Date: 6/8%99 10:13AM
Subject: Gentlemen,
Gentlemen,
I am trying to set up a meeting for 1:00 p.m. this afternoon to discuss Centex Homes project in Redhawk.
Last Tuesday the Board initiated a GPA to extend Butterfield Stage Road through the project. We have
committed to work with Centex to help them obtain a grading permit for the remainder of their project.
I would like to have someone from Trans, Planning and Building & Safety (Grading Division) here on the
14th floor this afternoon at 1:00.
Please page me at (909) 270-9453 if you have any questions.
Thank you, in advance, for your cooperation and I apologize for the short notice.
Sincerely,
David P. Stahovich
Legislative Assistant to
Supervisor Bob Buster
r
DA
0CM16l h
F
ec xr r 1995 MARKET STREET
P. ZAppE RIVERSIDE, CA 92501
x -Chief Enginew S 909/275-1200
= 909/788-9965,FAX
vt
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
Date- J Z4 AR
CLEARANCE N0. 00298
& Safety Dept, -Land Use Division
(requestor)
No.
CLEARANCE CHECKLIST
NO. Z -50(o 3 LOT NO($). A-LL-
Z3o(v'7 -5
FEE CL ARANCE 1PAID21
No
[ ] Ci c, ��\t c �.�l•z
GRADING PERMIT CLEARANCE
[ ] Rough
[ j Mass
Precise Lot No(s).
[,� All
BUILDING PERMIT CLEARANCE
CUPANroY PERMIJ CLIKARANCEPERM
Signature F }
Print Name
I ZA—
Phone Number
3/14/97 HLD (RCPC&WCD)
wa67:vo 66, b2 wnf
6 al `r. _i �tl,/._���--___ _.--__-:�e=�i—_—_:mxn '__ �F__ .. o^_r ��'•o�y_>—_----- _— ap� _ 7��
1 o F
y rf —
g
jn � s`ENNIEo
`�"' sSD 8 i `" gLa/r _ P°/ y t " r � 3 � a '3 s�� \ ¢: '•.
-5sWe� � 49k'Vk"p(<xx..
Po @ ! 4
$ S 5, `
q
� 1153
�ifnLNIA -
` E b
3 ;, oR '$ I '" SA xvv `4t �cN nro• cijD S
Jaro �'fb I � '>`%J' f �1� oW °�+- 8 sroaE k tf4 •>aw �'`` � R w wio � ,. a� ",
' a del za'`a' J � i .. 8 . vx°`n wo r� �_--i � : a axm • �..P� `y'�r "''. : 3 '� �/ f �„SI �.' j�,
sl
J I VALIQJ PV E ���fl ` t,�". `moi qq P,y_ -ox S p�2y/•.r �bSMERU] Lxf :a\ %(,' �\ I \
_1PNG ,r:r",w,n= rr'1w a "+ _-' �R§'+Y q`d,, n�r;(" 0'°/3�r.rsoi '� oP P�� s•r x
.) 'fHFfiCx LI q 1 .fFEk___`� � ���� t1R�5 � A�95[a � c � N •� Y�HP� DR �� REGINP " oN L� .�M. .. ;;:p/:.!
L<n Lln
44t �i Iro
3 +•ti •+i�LeEEi �.��c,:a� w � � � „ q� �r • �R � a � ° v.'j �� 4W '�� \ s.i m ' (i�" r J
,nJwwC 1
ce+
C :^y .. m r• o i PO g PKMV �'I SS d
f::k n; n 9 TEMECU LA, �`p/
Y. 9 1 SO
°
I C
`.y.; c. mlmy e° 1 III 11 9q 23 j
`Pn`i � f HM . •. ♦ ' 1
H
PECHANG427 26 I�
o ; / 28 r — ' INDIAN ..
r
D \ REsravnn /� / RESERVATION,
------------
--------------------
t
Rp
R
.SL :it
� �—4
yl 31a -------
. rr 32 W e v Isuw ---------------! 34
r+ti+m.
3 ,
I ,
,
IRVINE
VHaAa
DIEGO
R, NAY
7900 Aderj7:rneC
aui a A-19
CalCarnia
97909
19091 391-1299
209 PH
(9091 392. F%
,rom
Walk R -02d
HUNSAKER
& ASSOCIATES
I R V I N E I N C.
INLAND ENPIRE 9E0I6N
Telecopy Transmittal
TO; Riverside County Building & Safety FAX No: 600.6145
Alin Renee Delphino Data: 2/7/00
From: Paul Huddleston Proper: 23067.5
PhoosNo: 909.352.7200 w.O.No.: 0919.23067.5
)ascription of Doeument:
CoM of mcorded4agarsawat for 9P----' . Ne, 2,9857-9
6
:emmeatat
Original to be Mailed: Yee ❑ No
This Material Sent:
❑ Your Files ❑ Your Review
At Your Request ❑ Please Can Upon Receipt
0thar ❑
Copies!
Total Ng., of Poses (Including Transmittal):
Note; Please call and uk for tciccopior operator If you did not tec ive the total number of pages ar cannot
the pages transmhtcd. Thank you.
TBLBCOPIBRS
Irvine Riverside San 0 1 e so Las Yeg■
(949) $63-0759 (Bldg. 1) (909) 352-8269 (619) 559.1414 (702)242-210(
(949)581-9041 (Bldg, 2)
69Z8 LSE 606 0099V 6 H331v9DIM4 9b"80 (n
d
S) 10
E3d
RIVERSIDE COUNTY
DEPARTMENT OF BUILDING He SAFETY
1ILr'
APPLICATION TO CONSTRUCT WORKSHEET L
384-199 (Rev 5/98) Sid, I of 2 los cr/
Rr Int R
PROJECT INFORMATION
y�C P, � l-1
.lobsite Address
Street Name
ltd/St/Etc.
Spur #
—IYTER3Ee9Y9N—OF—SUTTN.RY'LEi.;7"STAGE--
qVg 7
•-ROAD--ic#B NIGHTHAWKPASS -------..__.-_
_
'I hoots, Guide Inge No.
Gnd 1 canon
PAGE, 979 (1998 VERSION)
II -3. J-2 5 .I—J
City/Community
Seale
"lip Codelstcssor't
I'meel Ntnn her
TEMECULA
—
952-230-006/007/010
C1
Properly Owner's Name: Last
Fire)
CENTEX HOMES
—
OFFICE USE ONLY
Planning Case It (CUP, PP, etc)
Pnrcel/1}act Map #
Par/Lot
Legal Zone
I.ot Size
F/A
Ileplh
Frontage I F SR
Lf SIl
Rt SII
R SIi
APPLICATION INFORMATION
NOTE: The applicant will receive ALL billings, correspondence and refunds lir drill„ii-
based fee perntils.
Applicant Nome: Last
First Attn: Pani H.
CENTEX HOMES
c/o HUNSAKER 6 ASSOCIATES IRVINE, INC
Mailing Address
Street Name
Rd/St/Etc.
Space #
2900
ADAMS
ST
A-15
City/Community
Slate
Zip Code
Phone Number
RIVERSIDE
CA
92504
( 909 ) 352-7200
Permit Use: (221 LOTS 'TOTAL)
V.1 bunion
ROUGH GRADING — TRACT NO.'S 23067-3, 23067-4, 23067-5, 23067 ]6
—
Hes or will grading exceed 50 cubic yards? (circle one) 'E NO 1•onr Initinls:
11''
Has or will rill be greater than one foot? (circle one)ES NO Your Initinls:
CONTRACTOR OR OWNER/BUILDER INFORMATION (circle one)
California Contractor License #
Type
Esp. Dote
Firm Name Attn: it aro ld Meyers
734094
B1
3/31/99
CENTEX HOMES
Mailing AAdrcss
Street Name
ltd/sI/Ft'.
S,;.” #
2280
WARDLOW
CTR
150
City/Community
State
Zip Code
Phone Number
CORONA
CA
91720
909/279-4000
CONTRACTOR OR OWNER/BUILDER INFORALYI'ION (cimle one)
License#
Type
Firm Name Attn: Paul R. Huddleston, Jr.
PE 58020
ARC
ENGMulling
HUNSAKER 6 ASSOCIATES IRVINE. INC.
Address
Street No,,
Rd/tit/L.h.
Spner #
2900
ADAMS
ST
A-15
City/Community
State
Zip Code
Phone Number
RIVERSIDE
CA
92504
( 909 1352-7200
384-199 (Rev 5/98) Sid, I of 2 los cr/
DATE:
TO:
COUNTY OF RIVERSIDE
TRANSPORTATIONAND
LAND MANAGEMENT AGENCY
BUILDING AND SAFETY DEPARTMENT
FACSIMILE TRANSMISSION COVER SHEET
July 7, 2000
Mr. Mark Bergmann & Mr. Bob Fleming
FIRM NAME: Petra, Geotechnical & Centex Homes
FAX NUMBER: (909) 699-6197 & (909) 273-2100
oF x
d �/P
9AFET4 �, P
FROM: Mack Hakakian PHONE NUMBER: (909) 955-2823
FAX NUMBER: (909) 955-1806 PAGES (including this cover sheet): 4
COMMENTS:
Per review of eradine report submitted.
COUNTY OF RIVERSIDE °.
TRANSPORTATION AND
LAND MANAGEMENT AGENCY
BUILDING AND SAFETY DEPARTMENT ••..__ °`'
T. H. Ingram
Director
To: `CAUL. F UC)0L.CST00
Fax: 35a- 8"9
FAX TRANSMITTAL
From:
Phone: 6000 - 4019'0
Date: Pages:
Subject: a 307
Comments:
I'M STILam. WAtTIN& FaIZ IRAs RZ"(ZbiM
F,AS;CMEj4-r (oFFS1T-E) AS Sftwr1 eta
StNesyr % ( A" -ME CND OF 9(GHV7-"A-Zt. ?ASS R.D)
Fol -RADS -rRACT (-S PNAsE'
1 r-AULED IZE 'FNAO iLASEtAG�JT SEvf.P-AL-
WEM-' AGO /\NO WOULD L_(KE -M CCT- (T-
c)
"
o FF M`/ D ES Ir- • TNA %: -S -
Murrieta Regional Office*39493 Los Alamos Rd. Suite AONfurrieta CA 92563• (909)600-6120• FAX (909)600-6135
FEB. 7.21 3' 20+1'1
LI , RSIDR CotMTy pLXM CCML
'ATER C0WSERVATi4N DISWRIC
T
19SMKRT
STRUT
RI DE, CA 92501-1770
VO CT:' 909./955-1200:
909/684-8409
i
,4C'j
X transmittal
PAGIM: L!5�, including cover shoot.
TO • ..
ATTI p P�+,+a44AU -
F A.MI ()etc.T-A-
RE: 0JAAAa91,`11 11A 1 iA�61 ZI
1w. C..= I.---
,5b3�j1
Zov8 69Z8 ZSE 606 0000V V H3Htl8NRH 94:"e0 (nu) 10. 901833
Apr -02-01 03:33pm From -Centex Homes
909 273 2113 T-035 P.002/002 F-496
Permit
Activity Address xicaTHAW PASS e B I ra
.Person Requesting Overtime procesaBOB nIV "E - c c S.
phone Number, f9os 279-40
Relation to Project oW c(aa e
Reason for mqu'uiag Overdm*
consideration° tascsssnxy ro c x a
This overtime request is llmit4 as follows:
® limit tor___ _hours
o limit to work prior to _ (date)
® additionallimitation;
To limit. Initial plan'review and reeheoks are to be done oa
°I understand that if this overtime for plan =View sad proeessiag is approved, tiyat
additional charges Will be incurred and asseis to ire project.''
ZAPPROVED
U DENIED
DATE
Z '30vd 6929 Z5£ 606 1 0099v v v3dvsmnH "':5S (NIOSH) SO . 30 '8dv
REFERENCES
Petra Geotechnical, Inc., 1999, Geotechnical Report of Rough Grading, Lots 18 through 45, Tract 23067-3,
Redhawk Development, Temecula Area, Riverside County, California, J.N. 141-99, dated
October 28, 1999.
, 2000a, Geotechnical Report of Rough Grading, Lots I through 25 and 46 through 94,
Tract 23067-4, Redhawk Development, Temecula Area, Riverside County, California, J.N. 141-99,
dated July 17, 2000.
2000b, Geotechnical Report of Rough Grading, Tracts 23067-1 and 23067-6, Redhawk
Development. Temecula Area, Riverside County, California, J.N. 141-99, dated October 4, 2000.
, 2001, Response to Riverside County Planning Department Review of Precise Grading Plans,
Tract 23067-4, Redhawk Development, Temecula Area, Riverside County, California, J.N. 141-99,
dated March 15, 2001.
PETRA GEOTECHNICAL, INC. APRIL 2001
J.N. 141-99
COUNTY OF RIVERSIDE a9 R 4E
JJ phi
TRA NSPOR TA TION A ND
LAND MANAGEMENT AGENCY
BUILDING AND SAFETY DEPARTMENT
T. H. Ingram
Director
FAX TRANSMITTAL
To Centex Homes, Bob Dinsmore Fax 273-2100
Petra Geotechnical, Mark Bergman 699-6197
Hunsaker & Associates, Paul Huddleston 352-8269
Fr Abdul Behnawa, Grading Section Ph 600-6119
Please see following letter re unsafe conditions at one of your projects in the Temecula area.
Murrieta Regional Of ee*39493 Los Alamos Rd. Suite A*Murrieta CA 925630 (909)600-6120• FAX (909)600-6145
%�� �6 cYo 7-3, 'y 's -- 6
May 15, 2001
Attention: Abdul S. Behnawa
Riverside County Building and Safety
39493 Los Alamos Rd., Ste. A
Murrieta, Ca. 92563
RE: As -Built grading plan
Dear Abdul,
W.O. #1
xpt. b
D
1 .
comments. - GR990024
This letter is being ritten as a response to your plan check comments dated February 21,
2001.
iur comments were in general somewhat confusing as there are only 4 sheets
this set of plans.
1) There is no elevation of 1187.75' or 1188.88' on sheet 4.
2) There is no sheet 9.
3) There is no sheet 11.
2. Do not know which subdrain you are referring to.
3. The elevation of 1155.45 is not on this sheet .
4. There is no sheet 5 in this set.
5. There is no sheet 7 in this set.
6. There is no sheet 6 in this set.
If you have any questions please do not hesitate to call.
Sincerely,
HUNSAKER & ASSOCIATES IRVINE, INC.
Paul R. Huddleston, Jr., PE, PLS
Principal
Inland Empire Region
G l l:,h
COUNTY OF RIVERSIDE
DEPARTMENT OF BUILDING AND SAFETY
ENGINEERING SERVICES DIVISION
GRADING PLANS REVIEW
TEL.:(909) 600-6119
DATE: April 19, 2001 / J U t'' G i 2-001
RE: BGR990024 'f'wr L14t✓L-4-0 T'rIK5 4" S -f cAslc'
Tract 23067, AS -BUILT ROUGH GRADING PLAN
PAGE 1/2
REVIEWED BY: Abdul S. Behnawa M.S., P.E.
TO: PAM QUENZLER
HUNSAKER & ASSOCIATES
INLAND EMPIRE REGION
2900 ADAMS STREET, SUITE A-15
RIVERSIDE, CA 92504
The proposed precise grading plans for the above project that were prepared by HUNSAKER
AND ASSOCIATES with copy of seal and signature of Mr. Paul Huddleston was reviewed.
The comment of plan review are as follow:
I/ The code requires as -constructed locations, elevations and details of subsurface drains
V`_ shall be shown as reported by the soils engineer shall be shown on as -built grading plan.
r� a. THE AS BUILT PLAN SUBMITTED SHOWS SPOT ELEVATION FOR
° SUBSURFACE DRAINS ( WEST OF LOT 6, SHEET 3). SHOW ALL THE
SUBSURFACE DRAIN.
Zb. SHOW THE ELEVATIONS OF SUBSURFACE DRAINS IN THE
LOCATIONS OF CHANGE IN DIRECTION NOT OF LOT LOT 28 SHEET 4.
THE DIRECTION OF FLOW OF SUBSURFACE DRAINS ARE NOT CLEAR
0 UNDER LOT 58 , 59, 61 AND AT BRANCH SHOWN ON UPPER LEFT
CORNER OF SHEET 9 ( TWO LOCATIONS).
-Tl2 0�_ 304 7-3, -y, --51
PAGE 2 OF 2
BGR990024
d. ) THE OUT LET OF SUBDRAINS SHALL NOT BE OBSTRUCTED. IT
�/ APPEAR THE ELEVATION OF THE OUTLET AS -SHOWN MAY BE
LOWER THAN THE FINISH GRADE IN FEW LOCATIONS.
LOT 95, OPEN SPACE � 5 N �£'� S
NORTH OF LOT 63, TERMINUS OF SUBSURFACE DRAIN SHOWN
ON LOT 61.
WEST OF LOT 30, SHEET 8. L H A U T T. S T
NORTHERLY TERMINUS OF SWALE AT SHEET 11.
�e. LOW SPOTS ALONG THE SUBSURFACE DRAINS ARE SHOWN UNDER
THE FOLLOWING LOTS:
LOT 17
°1✓ FLOW LINE ELEVATION 1272.78, UPPER LEFT CORNER OF SHEET 9.
()(DISTURBING
PORTION OF SUBSURFACE DRAINS IS LOCATED BEYOND THE TRACT
�� BOUNDARY. A RECORDED EASEMENT MAY BE NEEDED IN PORTION
OF AFFECT LOT TO PREVENT THE OWNER OF THE SITE FROM
DISTURBING THE FUNCTION OF THE SUBSURFACE DRAINS.
The REVISED plans shall be signed and stamped by the Registered Civil Engineer.
W
HR Engineering, Inc.
Engineers Planners Surveyors
FOUNDERS
Cures E. Hawkins
Charles E. Robertson
JANUARY 15, 2003
KHALED OTHMAN
SENIOR MANAGING ENGINEER
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
P O BOX 1090
RIVERSIDE CA 92502-1090
PRINCIPALS
Dale G..Gladding
Alex R Cabral
RE: TRACT 23067-3, REVISED STORM DRAIN PLAN
TEMECULA CREEK-BUTTERFIELD STAGE ROAD. STORM DRAIN EXTENSION,
(PROJ NO. 7-0-0041)
PLAN CHECK NO.4
Dear Mr. Othman:
As requested by the Riverside County Flood Control District, HR Engineering has completed
Plan Check No. 4 for the subject project.
In accordance with the conditions of approval for TentativeTract 23067, as adopted_ by the Board
of Supervisors on November .8, 1988, the following plans, prepared by Hunsaker & Associates,
have been submitted to the District on January 7,'2003, unless otherwise noted, for review:
1. Temecula.Creek — Butterfield.Stage Road Storm Drain Plan, RCFCD Dwg. No..7-358,'
undated, consisting of redlined Sheets Land 2.
2. Supplemental Hydrology and Hydraulic Analysis, dated December 17, 2002
The following are comments for the Engineer's review and/or revisions as necessary.
The Type X Inlet shown on Sheet 2 has a V shown as 3.75' on the construction note.
However, based on the elevations shown on the profile, the V should be 4.5'. Change the
V value in the construction note to 4.5'.
2. On Sheets 1 and 2 there is a reference to an "Exist 36" RCP per RCFC&WCD Dwg. No.
7-300". Since if appears this line is not being built, cross out "Existing" and add "Not
Built".
3. Please submit redline revisions of Dwg. No. 7-300 indicating the portion of the storm
drain mentioned in Comment 2 above that will not be constructed.
1919 Atlas Drive, Suits A / Riverside, California 92501 / (909) 684-9522 / FAX (909) 684-2146
hrenglneers@aol.com
KHALED OTHMAN
TRACT 23067-3
JANUARY 15, 2003
PAGE 2.
Once the changes are made, the Civil Engineers that signed the plans shall initial and date the
revision as indicated on the redline.
Incorporating the changes in Comments I and 2 above, the Engineer's drafter may revise the
original.plans at the District's office. Please contact Shelley Kain to make an appointment.
Sincerely,
DALE G. GLADDING
CIVIL ENGINEER
No. 17055'
Exp. 6-30-2005
-
t,
STUART E. McKIBBIN, SENIOR CIVIL ENGINEER
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
C. Hunsaker&Associates w/encls.
Attn: Paul Huddleston
Department of Building & Safety w/o encls.
-Atm: Tony Ramsamooj
Rick Engineering Company w/o encls.
Attn: Mick Ratican
03-1015 p kdg\di\0]07]3
HR : Engineering, Inc.
Engineers Planners Surveyors
FOUNDERS PRINCIPALS ,
Curtis E Hawkins Dale G. Gladding
Charles E. Robertson Alex R. Cabral
JULY 9, 2002
KHALED OTHMAN
SENIOR MANAGING ENGINEER
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
P O BOX 1090
RIVERSIDE CA 92502-1090
RE: TRACT 23067-3, REVISED STORM DRAIN PLAN
TEMECULA CREEK-BUTTERFIELD STAGE ROAD STORM DRAIN EXTENSION,
(PROJ NO. 7-0-0041)
PLAN CHECK NO.3
Dear Mr. Othman:
As requested by the Riverside County Flood Control District, HR Engineering has completed
Plan.Check No. 3 for the subject project.
In accordance with the conditions of approval for Tentative Tract 23067, as adopted by the Board
of Supervisors on November 8, 1988, the following plans, prepared by'Hunsaker & Associates,
have been submitted to the District on June 17, 2002, unless otherwise noted, for review:
Temecula Creek — Butterfield Stage Road Storm Drain Plan, plotted June 17, 2002,
consisting of 4 sheets. Revised plans, dated June 26, 2002, were submitted on July 5,
2002.
2. Tract 23067-3 Butterfield Stage Road Extension Street Improvement Plans, stamp dated
June 17, 2002, consisting of 4 sheets. Revised plans, -undated, were submitted on July 5,
2002.
3. Rough Grading Plans, plotted June 17, 2002, consisting of 4 sheets.
4. Hydrology and Hydraulic Analysis Report for Tract 23067-3; undated, submitted on May
2, 2002.
5. WSPG Hydraulic calculations for Line "A", dated July 19, 1999, submitted on May 2,
2002.
6. Application for Cooperative Agreement Pieparation;,submitted'on,July 8, 2002-.,-
1919 Atlas Drive, Suite A / Riverside, California 92501. /:[9091;634-9522 /FAX -1909)'684-2 146,
-hrenoineers@aol.com:
. T. ..
... � � _ - .r.,. _ r'�",>"-'_';;"=_`,T::�i�;^`•»4;>e`;G".y�t1..��e�?.:st, W+':;:rv�'rnr��r;y�•iry^�
KHALED OTHMAN
TRACT 23067-3
JULY 9, 2002
PAGE
The Application for Cooperative Agreement Preparation was incomplete. The Documentation of
Signature Authority and recent Preliminary Title Report was not included. Please submit a
complete package.
The plans have been reviewed and appear to meet the conditions for development imposed by the
County. Once an agreement regarding the maintenance of the proposed storm drain is executed,
and the drainage easements have been recorded, the District would have no objection to the
issuance of appropriate permits.
Sincerely,
No. 17055
Ezp.6-?0-2005
DALE G. GLA DING rlq CMI
CIVIL ENGINEER SOF C40MO
STUART E. McKIBBIN, SENIOR CIVIL ENGINEER
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
c. Hunsaker & Associates
Atm: Paul Huddleston
Department of Building & Safety
Attn: Tony Ramsamooj
Ludwig Engineering
Attn: Glen L. Ludwig
0 -1158 pFUSUW30333
�f►
HR Engineering; Inc.
Engineers Planners Surveyors
WONDERS PRINCIPALS
Curtis E. Hawkins Dale g
R Cabral
Charles E Robertson Alex R Cabral
MAY 22, 2002
KHALED OTHMAN
SENIOR MANAGING ENGINEER
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
P O BOX 1090
RIVERSIDE CA 92502-1090
RE: TRACT 23067-3, REVISED STORM DRAIN PLAN CHECK NO.2
TEMECULA CREEK-BUTTERFIELD STAGE ROAD STORM DRAIN EXTENSION
(PROJ NO. 7-0-0041)
Dear Mr. Othman:
As requested by the Riverside County.Flood Control District, HR Engineering has completed Plan Check No..2 for
the subject project.
In accordance with the conditions of approval for Tentative Tract 23067, as adopted by the Board of Supervisors on
November 8„1988, the following plans, prepared by Hunsaker & Associates, have been submitted to the District on
May 2, 2002,'unless otherwise noted, for review:
I. Temecula Creek— Butterfield Stage Road Storm Drain Plan, plotted April 26, 2002, consisting of 4 sheets.
2. Tract -23067-3 Butterfield Stage Road Extension Street Improvement Plans„ stamp dated May 2, 2002,
consisting of 4 sheets:
3. Tract 23067-3, 4 and 5 Line "A” Storm Drain Improvement Plans, Riverside County Flood'Control District
Drawing No. . 7-300, Sheets 5.and 6, dated June 20, 2000, submitted January 17, 2002. These are reference
plans:
4. Assessment District No. 159 Storm Drain Plans for Macho Road andButterfieldStage Road South Line
"N", "N-3", "N4"; RCFCD Drawing No. 7-124, Sheet No. 7, dated dune 10, 1991, submitted January 17,
2002. This is a reference plan.
5. Hydrology and Hydraulic Analysis Report for Tract 23067-3, undated.
6. WSPG Hydraulic calculations for Line "A", dated July 19; 1999. -
The following are comments for the Engineer's review and/or revisions as necessary:
1. Please show a 15' access road and standard turnaround on the plans at the inlet, The access road shall be
of slag and on 90%'compacted,nativez (2-' REQUEST) , ;; ; . r ;'. -::
r1919,:Atl6sDrive,_ Suite�A'•'/-Rivers ide;�.Californias92501'1.:(909],.664-9522 %;FAX_:[909);684-2146- �_�_::'_.:c.::•�:_':.,:.';;:
• •- .. - -• - •. ` .4.Annnrnnor.�(Tenl rnm .� ... _�S ,+ ..� t-$:: Y ' 1 ..... .,Y. _ ... - ..
KHALED OTHMAN
TRACT -23067
MAY 22, 2002
PAGE 2
2. Since the inlet is offsite of Tract 23067-3 and 4, please submit a drainage easement plat and legal
description for review. The easement should be at least 15' minimum from the centerline of the -pipe, and
also include the turnaround. The bearings and distances around the easement as shown on the plat must be
also be shown on the Storm Drain Plan. (2"n REQUEST) Once the easement is approved by this office,
it will be forwarded to the District's Right of Way Section for processing.
3. The downstream HGL control for Line "D" does not agree with the mainline WSPG run. Please review
and revise as necessary.
4. The District has specifically requested the Angle A for the Manhole No. 4 structure (Station 33+46.41)
should be set at 30° instead of 65°, due to the high velocities and decrease in pipe size downstream. The
decrease in A should decrease the junction loss. (2n° REQUEST)
5. Inspection and maintenance of the storm drain system to be constructed with this tract must be performed by
either the County Transportation Department or the Flood Control District: The Engineer (owner) must
request in writing that one of these agencies accept the proposed stone drain system. -The request shall note
the project number, location, briefly describe the system (sizes and lengths) and include an exhibit that shows
the proposed alignment. The request to the District shall be addressed to David P. Zappe, General Manager -
Chief Engineer, Atm: Michael Rawson, Chief of the Planning Department.
If the District is willing to maintain the proposed drainage system three items must be accomplished prior to
recordation of the Final Map:
a. - The developer shall submit to the District the'preliminary title reports, plats and legal descriptions for
all right -of way, to be conveyed to the District and secure that right of way'to the satisfaction of the
District. -
b. An agreement with the District must be executed which establishes the terms and conditions of
inspection, operation and maintenance..
C. Plans for the facility must be signed by "the District's.General Manager -Chief Engineer. The plans
cannot be signed prior to execution of the agreement. An application. to draw up an agreement
must be submitted to the attention of Mark Wills.. For the latest application form (dated 8/30/01),
see:
http://www•.co.riveiside.6a.us/depts/flood/Downloads/Application_for_Agreement_Preparat ion. P
DF. Do not resubmit plans until an application has been submitted to the District.
All right of way transfer issues must be coordinated with Morris Reynolds of the District's Right
of Way Section.
Prior to scheduling a pre -construction meeting and issuance of the notice to proceed with
construction of drainage facilities that the District would assume ultimate maintenance responsibility,
the following six items must be provided to Mark Wills of the District:
KHALEWOTHMAN'
TRACT 23067
MAY 22, 2002 .
PAGE 3
Checked Street and Storm Drain Plans have been returned to the engineer for corrections. Additional review by the
District is anticipated and will be performed upon resubmittal of plans by the Engineer. The resubmittals should be
date stamped by the Engineer, folded (9"x 12") with the title block showing and submitted to the District Office.
Sincerely,h�Qca. g f 0
y OQ'
No. 17055
DALE G. GLADDING * Exp. 6-30-2005
CIVIL ENGINEER „ . _
STUART E:.McKIBBIN, SENIOR CIVIL ENGINEER
RIVERSIDE ,COUNTYYLOOD CONTROL
AND WATER CONSERVATION DISTRICT
C. Hunsaker & Associates w/encls. -
'Ann-. 'Paul Huddleston
Department of Building & Safety w/o encls.
Attn: , "Tony Ramsamooj
Ludwig Engineering w/o encls.
Attn: Glen L. Ludwig
May 13,20U2
\1
1-:J VTES/ Aaention Mr- Bob Dinsmore/ project manager for owner
2250 WARDLOW CTR, SPACE# 150
CORONA. CALIFORNIA 91720
RE: BGR990024
TR23067-5
Dear Mr, Bob Dinsmore:
cur soils engineer report for evaluation of existing bluff.
Based op your soils engineer evaluation it appear that the site is stable at present time.
Thi lone tern, behavior of bluff and its affect on misting development in future need to be evaluated by your
soil engineer for its potential safety hazard..
� _2_: s e:Q -1 pleas- do not hesitate to call me at (909) 600 -6119 -
Sincerely,
:•,,.s , M.S.Y.E.
Senior Civil Engineer
cc: HUNSAKER a ASSOCIATES
PETRA GEOTECM%UCAL, INC.
NTURRIETA Regional Office 939493 Los Alamos Rd. Murrieta Rde Riverside CA 92563 • Tel_ (909)6000.61190 FAX600-6119
6b:TT -007 VT r2W T'd
>i<>k -A0d0Z-J -,}uOD �TWSUe.-tl A—t<
SbT9-009-606: xe3 3QISZJ3(1I8 b0 UNnm
JI 0 #
i
LT,O
8b:TT`bT
-1UMON
00RUL6
a�0p �inSad
S26ed
awtl
}J21S
apoW
JagwnN 2u0yda12l
6b:TT -007 VT r2W T'd
>i<>k -A0d0Z-J -,}uOD �TWSUe.-tl A—t<
SbT9-009-606: xe3 3QISZJ3(1I8 b0 UNnm
FOUNDERS
Curtis E Hawkins
Charles E Robertson
MARCH 11, 2002
HR Engineering, Inc.
Engineers Planners Surveyors PRINCIPALS
Dale G Gadding
Alex R Cabral
KHALED OTHMAN
SENIOR MANAGING ENGINEER
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
P O BOX 1090
RIVERSIDE CA 92502-1090
RE: TRACT 23067-3,4,5 REVISED STORM DRAIN PLAN CHECK NO. 1
TEMECULA CREEK-BUTTERFIELD STAGE ROAD STORM DRAIN EXTENSION
(PROD NO. 7-0-0041)
Dear Mr. Othman:
As requested by the Riverside County Flood Control District, HR Engineering has completed Plan Check No. I for
the subject project.
In accordance with the conditions of approval for Tentative Tract 23067, as adopted by the Board of Supervisors on
November 8, 1988, the following plans, prepared by Hunsaker & Associates, have been submitted to the District on
January 17, 2002 for review:
1. Temecula Creek — Butterfield Stage Road Storm Drain Plan, plotted December 17, 2001, consisting of 4
sheets.
2. Tract 23067-3 Butterfield Stage Road Extension Street Improvement Plans, dated August 1999, consisting
of 4 sheets.
3. Tract 23067-3, 4 and 5 Line "A" Storm Drain Improvement Plans, Riverside County Flood Control District
Drawing No. 7-300, Sheets 5 and 6, dated June 20, 2000. These are reference plans.
4. Assessment District No. 159 Storm Drain Plans for Macho Road and Butterfield Stage Road South Line
"N", "N-3", "N-4", RCFCD Drawing No. 7-124, Sheet No. 7, dated June 10, 1991. This is a reference
plan.
5. Hydrology and Hydraulic Analysis Report for Tract 23067-3, undated. .
The following are comments for the Engineer's review and/or revisions as necessary:
The Hydrology Map submitted includes the ultimate and proposed development of an area south of the
boundary of Tract 23067-3 and 4. This area is included in Tentative Tinct Maps 29554 and 30347.
However, the street and lot configuration on the tentative maps is not consistent with the submitted
Hydrology Map. It is assumed the Tentative Maps contain the latest and correct configuration. Therefore,
please revise the Hydrology Map so it is in agreement with the tentative maps. Since the hydrology will be
revised, the hydrology calculations have not been reviewed in detail
a 3 -5� -�
1919 Atlas Drive, Suite A / Riverside, California 92501 /. (909) 684-9522 / FAX (909) 684-2146
hrpnninp.r Osnl nnm
KHALED OTHMAN
TRACT 23067
MARCH 11, 2002
PAGE
2. Please show a 15' access road and standard turnaround on the plans at the inlet. The access road shall be 3"
of slag and on 90% compacted native.
3. Since the inlet is offsite of Tract 23067-3 and 4, please submit a drainage easement plat and legal
description for 'review. The easement should be at least 15' minimum from the centerline of the pipe, and
also include the turnaround. The bearings and distances around the easement as shown on the plat must be
also be shown on the Storm Drain Plan.
4. The Transition Structure No. 3 at Station 33+62.66 should be eliminated. The change of pipe size from 54"
(upstream) to 48" (downstream) should occur in the Manhole No. 4 structure at Station 33+46.61.
5. The Angle A for the Manhole No. 4 structure mentioned above should be set at 45° instead of 65° due to
the high velocities and decrease in pipe size downstream. The decrease in A should decrease the junction
loss.
6. Please run 2 sets of WSPG calculations, one for the "interim" condition and one for the "ultimate
(developed) condition. Revise thehydrology calculations per Comment No. I above prior to doing the
"ultimate" hydraulic calculations. Note the interim Q100 at the inlet shown on the previous storm drain
plans for Tract Nos. 23067-3, 4, 5 (Drawing No. 7-300) is 72.1 cfs. If this interim Qioo is revised, please
submit the hydrology.
7. The Discussion Section submittal No. 5 has the statement: "The existing storm drain system cannot
intercept the total 100 -year storm flow produced. Therefore, about 45.0 cfs of the total 100 -year flow
(285.0 cfs) is being allowed to flow on Butterfield Stage Road, hence tum the comer northerly along
Nighthawk Pass, and get intercepted by the existing system on Nighthawk Pass." It does not appear an
analysis is included in the report supporting the 45 cfs bypass. Please submit this analysis. Secondly, if the
45 cfs, proceeds northerly on Nighthawk Pass, confirm the street capacities and intercepting catch basins are
adequte. Thirdly, rather than abandon and remove a portion of existing Line "A", consider intercepting
the 45 cfs on Butterfield Stage Road into the existing Line "A". The existing Line "A" apparently has a
capacity greater than 45 cfs/ Please respond to the 3 issues/concems indicated above.
8. Please rename storm drains & laterals as indicated on the plans so that there is more overall consistency of
the storm drain names in the area.
9. Inspection and maintenance of the storm drain system to be constructed with this tract must be performed by
either the County Transportation Department or the Flood Control District. The Engineer (owner) must
request in writing that one of these agencies accept the proposed storm drain system. The request shall note
the project number, location, briefly describe the system (sizes and lengths) and include an exhibit that shows
the proposed alignment. The request to the District shall be addressed to David P. Zappe, General Manager -
Chief Engineer, Atm: Michael Rawson, Chief of the Planning Department.
If the District is willing to maintain the proposed drainage system three items must be accomplished prior to
recordation of the Final Map:
a. The developer shall submit to the District the preliminary title reports, plats and legal descriptions for
all right of way to be conveyed to the District and secure that right of way to the satisfaction of the
District.
b. An agreement with the District must be executed which establishes the terms and conditions of
inspection, operation and maintenance.
KHALED OTHMAN
TRACT 23067
MARCH 11, 2002
PACE
C. Plans for the facility must be signed by the District's General Manager -Chief Engineer. The plans
cannot be signed prior to execution of the agreement. An application to draw up an agreement
must be submitted to the attention of Mark Wills. For the latest application form (dated 8/30/01),
see:
http:/ wwiv.co.riverside.ca.us/depts/flood/Downloads/Application_ for Agreement_Preparation.P
DF
All right of way transfer issues must be coordinated with Morris Reynolds of the District's Right
of Way Section.
Prior to scheduling a pre -construction meeting and issuance of the notice to proceed with
construction of drainage facilities that the District would assume ultimate maintenance responsibility,
the following six items must be provided to Mark Wills of the District:
a. Construction Inspection Fees
b. Approved Bonding Agreement
C. Approved Liability Insurance Certificate Listing District as Additional Insured
d. Workers Compensation Insurance Certificate
e. Contractor Designation and Construction Schedule
f. Proper 20 Day Notice of Intent to Start Construction
It should be noted that these comments are based on plans and data submitted, which may be lacking required
information, are incorrect/incomplete or otherwise deficient in places. Additional comments from the District can
be expected after plans have been resubmitted and further review has taken place. Checked plans have been
returned to the engineer for corrections. The resubmittals should be date stamped by the Engineer, folded (9"x 12")
with the title block showing and submitted to the District Office.
Sincerely, �Q`ov G, GL Q ",-A\
pQ �lz\
No. 11055 y
DALE G. CLADDING UP. 6-30-2005
CIVIL ENGINEER
STUART E. McKIBBIN, SENIOR CIVIL ENGINEER
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
d. Hunsaker & Associates w/encis. Attn: Paul Huddleston
Department of Building & Safety w/o encls. Attn: Tony Ramsamooj
02-1058 p kd&M30333
TO THE APPLICANT:
The following list of corrections needs your attention and follow-up. Please
revise the plans and supporting calculations, if any, and resubmit these for
recheck including a correction response. Indicate on the corrected plan where
the corrections are made and clearly distinguish all revisions using clouds,
revision triangles, etc. so plan check can be accomplished in a timely manner.
BUILDING AND SAFETY, GRADING DIVISION
PLAN CHECK CORRECTIONS
BGR 990024
TRACT 23067-5, SHEET 7
BY: ABDUL S. BEHNAWA, P.E. PHONE: 909-955-1800 DATE: March 8, 2002
-------------------------------------------------------------------
-------------------------------------------------------------------
1. A review of our record shows that as -graded rough grading plans for the subject Tract is not
approved at this time. For final approval of this Tract the following needs to be addressed:
Revise sheet no. 7 to be representative of natural topography of the site. The bluff on
the northerly side adjacent to the flood plain is not representative of site topography
shown on the drawing.
This as -graded grading plan will be forwarded to Flood Control for review relative
to 100 -yr Flood Plain, storm drain and maintenance access road.
b. Soil engineer of record needs to evaluate stability of bluff for any adverse impact on
development and propose mitigation measures as required. The submitted report
needs to be submitted to Mack Hakakian to coordinated the review.
2. Review and approval of Planning and other agencies may be required.
COUNTY OF RIVERSIDE
TRANSPORTATION AND
LAND MANAGEMENT AGENCY
BUILDING AND SAFETY DEPARTMENT °
T. H. Ingram
Director
February 27, 2002
TO: CENTEX HOMES/ Attention Mr. Bob Dinsmore/ project manager for owner
2280 WARDLOW CIR , SPACE # 150
CORONA, CALIFORNIA 91720
RE: BGR990024
TR23067-5
Dear Mr. Bob Dinsmore:
On February 8, 2002, County of Riverside became aware of a potential unsafe bluff adjacent to 100 yr flood
plain that is shown on sheet 7 of grading plans for tract 23067-5 during an inspection and a correction was
issued. Centex Home is listed as the owner and permittee for grading of the above project. Therefore
this letter is written to make the owner of project aware of the potential unsafe bluff. The owner shall
provide appropriate preventive measures to safeguard life or limb, health, property and public welfare.
Preventive measures shall include at minimum the followings:
Site shall be secured for public safety immediately.
2. The soils consultant of the project shall address the stability of bluff considering geotechnical and
geological characteristics of bluff. The impact of potential failure of bluff on adjacent access road
storm drain and slope supporting structures need to be evaluated as soon as possible by the soils
consultant of record.
3. The civil engineer of the project needs to address and evaluate the potential erosion of toe of bluff
by 100 -yr flow and design mitigation measures to prevent future erosion of bluff as soon as
possible.
Planning Department, Flood Control, and other State and Federal agencies' approvals may be required
depending on proposed mitigation measures in items 2 and 3 above.
Should you have any question please do not hesitate to call me at (909) 600-6119.
Sincerely,
A Abdul� eh ti �SP
dul S. Behnawa
Senior Civil Engineer
cc: HUNSAKER & ASSOCIATES
PETRA GEOTECHNICAL. INC.
MURRIETA Regional Office 939493 Los Alamos Rd. Murrieta Rd*Riverside CA 925630 Tel: (909)6000 -6119• FAX600-6119
VI2 cZ2 h. ! '2-G it
'� � S I T >',. >✓ � rr,- S � rj X� rz„ S 9' �.0 ��_ � ; = d ^tm P.J � yc L
�� �• � t. �.S _ t" v..a.s.�lc--r'a��.a�- �. s� /� &� C�- 2T :.) � � crr R.c.NNcC_h�
t�.,..-•. t_...( �i l.w `a'". f�iC>-1 .•.,S ---- r�... Y�1 .. ._I='+' 'n.= _.�.-�..-�,..•-....,..
LJ c m 1' 1C.r..m L_ - -
ra P., (Sr- F-1j,L-7rt C _ e (z 0 �s ar� ti da"l
"'iFa.: l P l.,m.,. �'6 f•,,,. 'R. 1(.... 1 U U -4 Q_ tz: 4 cj b1 0
It PETRA C (Op'y
COSTA MESA • LOS ANGELES • SAN DIEGO • TEMECULA
27620 Commerce Center Drive, Suite 103 • Temecula, California 92590 . (909) 699-6193 • FAX:(909) 699-6197 • petrate@ibm.net
LETTER OF TRANSMITTAL
DATE: April 20, 2001 JOB NUMBER: 141-99
COMPANY: CENTEX HOMES
2280 WARDLOW CIRCLE, SUITE 150
CORONA, CA 91720
ATTN: MR. LANCE CLEMENTS
FROM: Steve Poole/keb
COPIES: 2
DATED: APRIL 20, 2001
SUBJECT: GEOTECHNICAL EVALUATION OF SUBDRAINS WITHIN LOTS 12 THROUGH 17 OF TRACT
23067-4 AND LOTS 58 THROUGH 66 OF TRACT 23067-5, REDHAWK DEVELOPMENT,
TEMECULA AREA, RIVERSIDE COUNTY, CALIFORNIA
TRANSMITTED VIA: ✓ US MAIL ✓ FAX
ADDITIONAL COPIES: (2) HUNSAKER & ASSOCIATES/ATTENTION: MR. PAUL
U,
COMMENTS:
COUNTY OF IUVERSIDE
DEPARTMENT OF BUILDING AND SAFETY
ENGINEERING SERVICES DIVISION
GRADING PLANS REVIEW
TEL.:(909) 6006119
DATEt April 19, 2001
RE: BGR 990024
Tract 23067, AS -BUILT ROUGH GRADING PLAN
PAGE In
REVIEWED BY: Abdul S. Behnaw•a M.S., P.E.
TO: PAM QUENZLER
HUNSAKER & ASSOCIATES
INLAND EMPIRE REGION
29W ADAMS STREET, SUITE A.15
RIVERSIDE, CA 92504
The proposed precise grading plans for the above project that were prepared by HUNSAKER
AND ASSOCIATES with copy of seal and signature of Mr. Paul Huddleston was reviewed.
The comment of plan review are as follow:
The code requires as -constructed locations, elevations and details of subsurface drains
shall be shown as reported by the soils engineer shall be shown on as -built grading plan.
a. THE AS BUILT PLAN SUBMITTED SHOWS SPOT ELEVATION FOR
SUBSURFACE DRAINS ( WEST OF LOT 6, SHEET 3). SHOW ALL THE
SUBSURFACE DRAW.
b. SHOW THE ELEVATIONS OF SUBSURFACE DRAWS W THE
LOCATIONS OF CHANGE IN DIRECTION NOT OF LOT LOT 28 SHEET 4.
C. THE DIRECTION OF FLAW OF SUBSURFACE DRAINS ARE NOT CLEAR
UNDER LOT 58 , 59, 61 AND AT BRANCH SHOWN ON UPPER LEFT
CORNER OF SHEET 9 ( TWO LOCATIONS).
PAGE 2 OF 2
DOA99o0aa
d. THE OUT LET OF SUBDRAINS SHALL NOT BE OBSTRUCTED. IT
APPEAR THE ELEVATION OF THS OUTLET AS -SHOWN MAY BE
LOWER THAN THE FINISH GRADE IN FEW LOCATIONS -
LOT 95, OPEN SPACE
NORTH OF LOT 63, TERMINUS OF SUBSURFACE DRAIN SHOWN
ON LOT 61.
WEST OF LOT 30, SHEET 8.
NORTHERLY TERMINUS OF SWAL.E AT SHEET 11.
e. LOW SPOTS ALONG THE SUBSURFACE DRAINS ARE SHOWN UNDER
THE FOLLOWING LOTS:
LAT 17
FLOW LINE ELEVATION 1272.78, UPPER LEFT CORNER OF SHEET 9.
PORTION OF SUBSURFACE DRAINS IS LOCATED BEYOND THE TRACT
BOUNDARY. A RECORDED EASEMENT MAY BE NEEDED IN PORTION
OF AFFECT LOT TO PREVENT THE OWNER OF THE SITE FROM
DISTURBING THE FUNCTION OF THE SUBSURFACE DRAINS.
Z. The REVISED plans shall be signed and stamped by the Registered Civi) Engineer,
--' ;I . 'I
03/16/01
Tract No. 23067-4
BGRO10106
0919-23067
We are forwarding: ❑ By Messenger ® By Mail Your Pickup
No. Copies Description:
1 Letter from Petra Geotechnical dated March 15. 2001
C o in in e n t s:
This letter is in response to your verbal comment regarding a sag in the as -built subdrains
beneath this phase. Please review and advise.
Thank you.
This Material Sent Far:
El Your Files ® Your Review
❑ At Your Request ❑ Please Call Upon Receipt
Other
BRADLEY B HAY By:
Title:
2900 Adams Street Phone No.:
Suite A-15
Riverside.
California
92504
(909) 352-7200 PH
(909) 352-8269 FX
www hunsaker.com
H4A R -Old 5/07/98
Copies: File
Laura L. Keehnel
Engineering Designer
909.352-7200
HUNSAKER
'
& ASSOCIATES
I R V I N E, I N C.
INLAND EMPIRE REGION
PLANNING
ENGINEERING
SURVEYING
Letter of Transmittal
GOVERNMENT RELATIONS
IRVINE
To: Riverside County Building & Safety
Date:
LAS VEGAS
39493 Los Alamos Rd., Ste. A
Project:
RIVERSIDE
SAN DIEGO
Murrieta, Ca. 92536
Re:
W.O. No.:
Attn: Abdul Behnawa M.S., P.E.
03/16/01
Tract No. 23067-4
BGRO10106
0919-23067
We are forwarding: ❑ By Messenger ® By Mail Your Pickup
No. Copies Description:
1 Letter from Petra Geotechnical dated March 15. 2001
C o in in e n t s:
This letter is in response to your verbal comment regarding a sag in the as -built subdrains
beneath this phase. Please review and advise.
Thank you.
This Material Sent Far:
El Your Files ® Your Review
❑ At Your Request ❑ Please Call Upon Receipt
Other
BRADLEY B HAY By:
Title:
2900 Adams Street Phone No.:
Suite A-15
Riverside.
California
92504
(909) 352-7200 PH
(909) 352-8269 FX
www hunsaker.com
H4A R -Old 5/07/98
Copies: File
Laura L. Keehnel
Engineering Designer
909.352-7200
TO THE APPLICANT:
The following list of corrections needs your attention and follow-up.
Please revise supporting calculations, if any, and resubmit
these for recheck including a correction response.
BUILDING AND SAFETY, GRADING DIVISION
PLAN CHECK CORRECTIONS
SITE: TR23067, TEMECULA GR990024
BY: ABDUL S. BEHNAWA, P.E. PHONE:909-600-6119 DATE: February21, 2001
1
2.
3.
4.
5.
6.
THE AS -BUILT GRADING PLANS SUBMITTED SHOWS SAG ON FEW OF
CONSTRUCTED SUBDRAINS AT THE FOLLOWING LOCATIONS:
1. SHEET 4: ELEVATION 1187.75'TOWARD 1188.88'.
2. SHEET 9: ELEVATION 1143.23'TOWARD 1143.86'
3. SHEET 11: ELEVATION 1120.79'TOWARD 1120.97'
THE SOILS ENGINEER NEED TO COMMENT ON THE EXISTING OF SAGS ON
THE SUBDRAINS AND EVALUATE THEIR ADVERSE EFFECT ON THE LONG
TERM FUNCTION OF SUBDRAINS THE WAY THAT ARE CONSTRUCTED.
SHOW THE ELEVATION OF BEGINNING OF SUBDRAIN.
SHOW THE BRANCH WEST OF ELEVATION 1155.45'( SEE SHEET 2 OF AS -
BUILT ROUGH GRADE PLANS OF TRACT 23067-1 & FOR TRACT 23067-6).
SHEET 5 ELEVATION 1249.59 IS NOT LEGIBLE.
SHOW THE ELEVATIONS OF SUBDRAINS WHERE ARE NOTED LOCATION
PER SOILS ENGINEER.(SHEET 7).
SHEET 6 ELEVATION OF SUBDRAIN BRANCH SOUTH EAST OF ELEVATION
1165.18 NEED TO SHOWN ON PLAN.
PLANNING
ENGINEERING
SURVEYING
GOVERNMENT RELATIONS
IRVINE
RIVERSIDE
SAN DIEGO
BRADLEY B. HAY
2900 Adams Street
Suite A-15
Riverside, Cahforma
92504
(909) 352-7200 PH
(909) 352-8269 F%
www. hunsakeccom
HUNSAKER
&ASSOCIATES
!R V I N E, I N C.
N LAND EMPIRE REGION
February 13, 2001
Attention: Renee Delpino
Riverside County Building and Safety Dept.
39493 Los Alamos Rd . Ste. A
Mumetta, Ca. 92563
RE: As -Built subdrains and storm drains
Dear Renee,
1-9 :j , NIB
FEg 1 ;2001"'
COUNTY O�RIVERSIDE"
BUILDING AND SAFETY
�(v W 0.#0919-23067-4
The purpose of this letter is to document an as -built condition for Tract No. 23067-5. On
our as -built grading plan dated 12/99 we indicated actual survey measured locations for
constructed sub -drains. This letter is to state that the subdrains were installed per the as -
built grading plan and per the recommendations of the soils engineer.
If you have any questions please do not hesitate to call.
Sincerely,
HUNSAKER & ASSOCIATES IRVINE. INC.
e�d leso i, Jr. PE, PLS
Inland Empire Region
r�`
PLANNING
ENGINEERING
SURVEYING
GOVERNMENT RELATIONS
IRVINE
RIVERSIDE
SAN DIEGO
BRADLEY HAY
2900 Adams Street
Suite A -I 5
Riverside, Caldorma
92504
(909) 352-7200 PH
(909) 352-8269 F%
www. hunsaker com
HUNSAKER
&ASSOCIATES
I R V I N E, I N C.
I N LAND EMPIRE REGION
January 26, 2001
Attention: Renee Delpino
Riverside County Building and Safety Dept.
39493 Los Alamos Rd.. Ste. A
Murrietta, Ca. 92563
RE: As -Built subdrains and storm drains
Dear Renee,
S01WAea"%
mot �o 0 835
1>•//� V � � V 1111
1{41�\{U1 JAN z 9 1007 I�LI�1�Ji�
COUNTY OF RIVERSIDE
BUILDING AND SAFETY
W.O. #0919-23067-4
The purpose of this letter is to document an as -built condition for Trac No. 23067-5. On
our as -built grading plan dated 12/99 we Indicated actual survey measured locations for
constructed subdrains, therefore that plan is a certification of the actual location of the sub
drains.
If you have any questions please do not hesitate to call.
Sincerely.
HiINSAKER�& ASSOCIATES IRVINE, INC.
Ppul R. Huddleston. Jr., PE, PLS
Principal
Inland Empire Region
B
OCT.31 '00 (TUE) 13:05 HUNSAKER ds ASSOC
PLANNING
ENGINEERING
SURVEYING
GOVERNMENT RELATIONS
IRVINE
RIVERSIDE
SAN DIEGO
BRADLEY B, HAY
2900 Adams Sweet
Sults A -I 5
Risrerslde, Cellfarnle
9250!
(909) 2S24200 PH
(909) 352-0269 r1(
HUNSAKER
&ASSOCIATES
I R V I N E. I N C.
INLAND EMPIRE REGION
Z_
October 31, 2000
Attention: Renee Delpino
909 352 8269 PAOE.1
Riverside County Building and Safety Dept.
39493 Los Alamos Rd., Ste. A
MurrietEa, Ca. 92563
RE: As -Built subdrains and storm drains
Dear Renee,
W.O. #0919-23067-4
The purpose of Ehis letter is to document an as -built condition for lots 87, 88 and 89 for
Tract No. 23067-4. On our as -built grading plan dated 12/99 we indicated actual survey
measured locations for constructed subdrains, therefore that plan is a certification of the
actual location of the sub drains.
On lot 81 on the original rough grading plan we indicated a 24" R.C.P. running along the
west property line. The size was preliminary and was revised based on the final hydrology
study for the site to be an 18" R.C.P„ which was indicated on the approved street plans.
Therefore, the 18-- R.C.P. is correct.
If you have any questions please do not hesitate to call.
Sincerely,
HUNSAKER & ASSOCIATES IRVINE, INC.
/,d
a.a ton. Ir. PE PLS
je
Inland Empire Region
IAVSNR
VEGAS
DIEGO
5MBX.4V 9. RAY
I 19oo KIMa etr..t
91 It* A-15
A V"aide,
c literais
Mot
(909) 39 -7100 9H
(9091 39 -4769 YA
aar.bun Aker. coN
NH R•e¢dl90719e
HUNSAXER
& ASSOCIATES
I R V I N 4 I N c
INLAND ENr1A$ REGION
Telecopy Transmittal
To: Riverside County Bullding & 8afety FAX Net 600-6145
Ate: Renee Delphino hate: ],7/00
INOM: Paul HuddicoWn Project: 23067.5
Phone No: 909352.7200 w.o.No.t 0919.23067-5
19aarlptlun of Document:
Copy of recorded easement for Tract No. 23067.5
;a�meete:
prlgine) to be Mailed! ❑ Yes ❑ No
Tbla Material Sent:
Your Pilo ❑ Your Review
❑ At Your Request ❑ Flame Call upon Receipt
Other ❑
c 0 P I aa:
Tote] No. of roses (lnelud log Tr A n a ml It o 1)1
Nota Fhusc cell end est for telecoptm operator If you did o0t receive the t0161 number of page or tuanut
the posse treoundued. Thant you.
TELECOPIER9
Irvine Riverside San Diego Ler Vallee
(949) 593-0759 (Bldg. 1) (909)352.5269 (619)553.1414 242-21
(949) 301-9041 (BIOS, Z)
6929 ZS'c 606 0099V V 93AV9NRH 6Z:91 (Q
rood
DO
Ml to
933
INV. G"� • 1w-
s
3:29PM
I1 '
LEGAL DESCRIPTXON
rortlon of parcel l8 of Parcel Map No. 24387, as par map filed in book 164, pages 5 thro 20,
ive, of Parcel Maps, in the oMce of the County Recorder of the County of Riverside, Calif xNa.
bed as follows:
nencigg at an angle point in the Southeast line of Bald Parcel 18, said point being the Soud arly
tus of that line described eb North 71'11'03" Fast 3037.72 feet on said Parcel Map 24387; thenre
11°07'17" But 297.04 fact to the True Point of BeglrmWg; thence South 1140717" East 113M
hence $oath 86°54'5311 West 50,02 feet to a non -tangent curve concave southwesterly bavi 18 a
of 49.00 fW. a radial line to said point boars North 66°3¢43" East; thence northwesterly i A.10 feet
said ettM through a central angle of 74"57'70"; thence non -tangent from said curve North
'17" West 172.37 feet; thence South 53'2113" East 141.37 feet to the True PoW of Begl Iming.
)wn on Exhibit "B", attached hereto and made a part hereof.
ining 0.32 acres more or less.
I
' LS. 7083 '
EWres 12/31/01
7083 Exp. 12/31/02
6929 ZSE 606
Lupe, 1999
W.0, 0919-23067.3,4
H&A R/SB Legal No.
LLK
Sheet t of 1
0099tl V E9XV9NnH ce�91
i5
to . eo
I'
IYV. CYJ '
7.2 1 3:213PM
EXH&I�: a li
r �' 7W
1' PARCEL -18 P.O:C.
�a
71
1 � e: 1 •-eo'
l
PARCEL V ;
P.O.B.
I � o
R-49.00'
.01 4r7V57'2P"
L�B4.10' f
FUTURE STREET
ALIGNMENT
1 �
I �—' N86'54'Ss"
P A55
50.02
I'
1
pCH� goAD)
LID r r
IAN,
ai
w, l
6
PARCEL 14
4 c��
STORM DRAIN CONSTRUCTION
is LN0 AND MAINTENANCE EASEMENT
PREPARED 6Y CHECKED BY ATE OF 1
I y es. LLK — PRM- 8/gi E£T 1
70"
fHplrep 17/11/02 n•.,rna
7
1
t, "ova 6919 Z9C 606 DDssv V uaxvsNnH IE'9I fa AU 10 . LO E3.4
NO.C4`l r
:I
®, 7,
1 3�29Pn
CONAN
TO RaORDWO
(Gavel
ing Cade Beecher 7060)
This Is to i
ortify tW the Board of
Supervise
i of tho County of Riverside
eonfe0tee
reeordatl
in the "to below to idle Py of ufnM� �y
of tht Detlaretten to Mhkh i
this sones
c to rocordlnO Ir amebed. !Y �� .�5ri�1.7�
not began OO�tMd *01
Deq
la4riginal.
�+ p /�cl tteh;BwlydofSuYp.rvKers py �,,, oFtSoty
f�eeora
V Inskw CGI Y
Rivereids
_aunty Flood Con"f
and Wat
r Conee 100 Dietrlet
llifl6 Morimill
Riverside.
street
AM 01. Project: Temecula Creek- NlghthawkI
"B" Storm Drain
fLine
j FQa$ a
This lutri
ORD[NG
mont Is far the bonont A Project No., 7-0.0042 '
Riverside
Water Co
ouaty Flood Control and Tract NO, Tit 23067-3, -4, and
rerveNon oinrkt, and is
entMed to
oe recorded without tea -
rl
I ((;aut, Cell
Is 6103).
DECLARATION OF DEDICATION
y
I
REI] AWICCOMMUNITIES INC., a CnafolRla Corporation, formerly known as
RH ACQUISITION CO., a California Corporation
cbe County of tiveraide, a golit:ical subdiviyioae ou behalf a!
HERE V IRXI VOCABLY DEDICATES IN PERPETUITY tolthe publictan Lias
flood ntrol purposes including the construction, use, repair, reconstruction, I
epersti n, and maintenance of the Temecula Crecit -- NtZhthawk Paas, Line "B" eta
outlet, erns, road and all appurtenant works, Including Ingress and egress thereto, a
certain real property situated in the County of Riverside, State of California, do
L
legal dpscr(ption attached hereto as Exhibit "A" and made a part hereof.
I
I I
I
I
I`
69L9 Z9G 606
G, U
fo r
drain,
is that
ted as
REDHAWK COMMUNITIESt INC„
a Calitainia Corporation formerly ka has
RH ACQUISITIONS CO.,
IN Califgxl is Corp tion r
0099v v USXv9KnN 06 � 91 (Ctm) 10
I'933
JYU.GH7 ' . t.
3:3opm
All -L -PURPOSE
to of Callfomia
_3l before me. V-Anan 0,51
wnaAy appeared _ Negyerce
J�kpersonslly known to ma
❑ proved t0 me on the basis of sdisfedt
awdence
to be, the person^ wrlose namel?>t,) We
subscribed to the within instrument ei
acknowledeed to me that helaW111114y exeout
the same In hlalh*Jthbtf authorlZ
J. vtiENYUEu oepeolty(i), and that by hislh}x/t$
on d lssaoa9 algnaturs(eq on the Instrument the per$61`1 j,
lic-000NO the entity upon behalf Of which the person
do County acted, ekeouted the instrument,
mires tun t, 4641
WITNF83 my hand and ofildal seal..
Pave Noary awl Anew �-'---'--- -
OPTIONAL
Though Q}o hddmtauon Dorow is not mqulrod by *W,� N may prove velrllsie to persons relying on era dOcumant
and +:O41tl prevarlr ryeudulen! romove!!nd rwlreohmenf W Alb krfY1 ro anelryer document.
moriptibn of Attached 000ament
d or Type of 00cumont:
3umont Date: Number of P6660:
nor(e) Other Than Named Above;
peolty(fae) Claimed by Signer
nor's Name:
Individual
Corporate Officer — Tltls(s):
Partner � p l.tmit6d r General
attc�ney in Fact
Trustee
Ggprdlaq Or COnSOMW
Other:
ReProsanting:
��----------- -- - -
US 41106MIr
a teat doN NpVryA hRPn • d]d0 0. se,e nw . P.O, ee. ]�0] • C..mvpn�, 0A 01113-M Prod" No, 11"? aeade: Ce' T31 - FMA
9Ova 1� 69L9 L5E 606 0 9
09SY V 3XVSNr1H Ie:9t (Q ) t0. Lo
DAVID P. ZAPPE Dvtuverr otp0a
General Manager -Chief Engineer
6
a
cONJfIVAT ION OSS
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
December 21. 1999
Mr. Khaled Othman
Subdivision Engineer
Riverside County
Transportation Department
County Administrative Center
Riverside, California
Dear Mr. Othman:
1995 MARKET STREET
RIVERSIDE, CA 92501
909.955.1200
909.788.9965 FAX
60 172.1
( CAW, FIS
Re: Temecula Creek -Nighthawk Pass Storm Drain
Temecula Creek -Choate Street Storm Drain
Project Nos. 7-0-0042 & 7-0-0043
In accordance with the conditions of approval for tentative Tract 23067 as adopted by the Board of
Supervisors on November 8, 1988, the following plans, prepared by Petra Geotechnical, Inc., were submitted
to the District on December 7, 1999 for review:
Direct Shear Test Data
2. Slope Stability Analysis
3. Temporary Excavation Slopes Letter
The District has reviewed the submittal and finds that cast -in-place concrete pipe is an acceptable alternate for
storm drain construction on Temecula Creek -Nighthawk Pass Storm Drain and Temecula Creek -Choate Street
Storm Drain.
If you have any further questions please call me at 909.955.1214.
c: Centex Homes
Attn: Harold Meyers
KIP, Inc.
Attn: Curt Gilley
Dept. of Building and Safety
Attn: Tony Ramsamocj
Clyde Johnson
Bob Low
SEM:slj
Very truly yours,
STUART E. MCKIBBIN
Senior Civil Engineer
FOUNDERS
Curtis E Hawkins
Charies E. Robertson
NOVEMBER 16, 1999
BGR. 9 9oa2Lit
HR Engineering, Inc.
Engineers Planners Surveyors
PRINCIPALS
Dale G Gadding
Alex R Cabral
RECEIVED
County of Riverside
MR. KRALED OTHMAN Building & Safety
SUBDIVISION ENGINEER
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT NOV 2 R 1999
4080 LEMON STREET_
RIVERSIDE CA 92501
RE: TRACTS 23067-3; 23067-4 AND 23067-5 MURRIETA
IMPROVEMENT PLAN CHECK NO. 4
Dear Mr. Othman:
As requested by Riverside County Flood Control District, HR
Engineering has completed Plan Check No. 4 for the subject tracts.
In accordance witli"the-`c,onditi'ons'of.approval for Tentative' --Tract
23067, as adopted by the'Board of Supervisors'on November 8,--1988;
the following Tract Plans and supporting data, prepared by Hunsaker
& Associated, -have been'submitted-to the -District on Oct -ober 13,
1999 (except as noted) for review:
1. Storm Drain Improvement Plans, stamp dated October 12,
1999 consisting of 16 sheets. Revised sets were received
on October 25, 1999 and November 10, 1999.
2. Street Improvement Plans, dated December 1998, consisting
of 16 sheets.
3. Rough Grading Plans, dated July 22, 1999, consisting of
12 sheets, received October 25, 1999.
4. Final Maps dated November 1998, consisting of 6 sheets
for Tract 23067-3, 9 sheets for Tract 23067-4, and .7
sheets for Tract 23067-5. Environmental, Constraint
Sheets for each tract were included.
5. A letter on Direct Shear Test results relative to Cast. In
Place, Pipe-(CIPP) .from PETRA, dated October 5;' 1999._',-
_ `--6. A-- letter on --analysis., of Direct Shear Test' -relative :to
CIPP'from Terrain'Engineering, dated October 8, 1999.
7. Various proposed offsite drainage, street and utility
easements, which includes legal descriptions, plats and
closure calculations. Revised legals and plats were
received on October 25, 1999.
1919 Atlas Drive, Suite A / Riverside, California 92501 / (909) 684-9522 / FAX (909) 684-2146
I W,
The plans have been reviewed and appear to meet the conditions for
development imposed by the County. The Flood Control District has
no objection to the recordation of the map or issuance of
appropriate. permits. The storm drain and storm drain access
easements must be recorded before the District will accept the
storm drain for maintenance purposes.
Attached please find legal descriptions, plats and closure
calculations as submitted by the Engineer that are for easements
for the County Transportation maintained facilities.
The engineer -developer will need to submit proof of flood control
facility bonds and a certificate of insurance to Clyde Johnson
(909-955-1288) of the District's Inspection Section before a pre -
construction meeting can be scheduled.
�SinQcerely yours,
DALE G. GLADDING, P.S.
CIVIL ENGINSER
Encl
N0.17055
* Exp.6-30-01
C
STUART E. MCKIBBIN, Senior Civil Engineer
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
c: Hunsaker &,Associates w/o encls.
Attn: .Gene Redmon.
Bldg..&'Safety Dept. w/o encls.
Attn: Tony Ramsamooil V
99-1145.pck
FOUNDERS
Curtis E Hawkins
Charles E Robertson
MAY 24, 1999
HR Engineering, .Inc.
Engineers Planners Surveyors
MR. KHALED OTHMAN"
SUBDIVISION ENGINEER -
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
4080 LEMON STREET
RIVERSIDE CA 92501 "
RE:. TRACTS 23067=3,.23067-4,.,23067=5 AND "23067-6.-
IMPROVEMENT PLAN CH. 42
Dear Mr. Othman:
PRINCIPALS
Dale G. Gladdmg
Alex R Cabral
As requested by Riverside County Flood Control District, HR
Engineering has completed Plan Check No. 2 for the subject tracts.
In accordance with the conditions of approval for .Tentative Tract
23067,.as adopted by•the Board of Supervisors on November 8, 1988,
the following Tract Plans. and supporting data,-prepared'"by'Hunsaker
& Associated, have been submitted to the District on April 28, 1999
(except as noted) for review: -
1. Storm Drain Improvement Plans, dated April 27, 1999
'consisting of 15 sheets.
2. Street Improvement Plans, "dated .April 28, 1999,
consisting of 16 sheets.
3. Sewer and Water Plans, undated, consisting of -18 sheets,
received January 23, 1999.
4. Final Maps dated November 1988,• consisting of 6 sheets
for Tract 23067-3, 9 sheets for Tract 23067-4, and 7
sheets for Tract 23067-5:
5. "Hydrology and Hydraulics Analysis", dated April 27,
1999, consisting of a note book.
6. Environmental Constraint Sheet (1 sheet) for Tracts
23067-3,.23067-4 and 23067-5.
The following are comments for,' the Engineer's" review. 'and/or
revisions as necessary:
1. For Line N-1, a map was received but ono hydrology was
received. -
1919 Atlas Drive, Suite A / Riverside, California 92501 / (909) 684-9522 / FAX (909) 684-2146
RHALun OTHMAN
MAY 24, 1999
PAGE 2 ,
2. For Lines C & D in Tract 23067-6, the hydrology
calculations used single family (1/4 acre lots) as the
type of development. The Tentative Map indicates these
large lots will be developed as commercial/multi-
family/school. Please adjust the hydrology and hydraulic
calculations accordingly. Please submit Final Map,
Street Improvement Plans and Environmental Constraint
sheet for Tract 23067-6.
3. As a reply to Item l.f. in the Plan Check No. 1 letter
(3/22/99), it was indicated Q10 was calculated as Q100 x
.598. From the Rainfall Intensity Chart for Murrieta -
Temecula, Q10/Q100 averages to about .678. Please modify
Q10's or justify the previous calculation.
4. For Catch Basin 17A, a W=28' catch basin is shown on the
plans and on the Catch Basin summary Table. The
calculation sheet (Hydraulic Elements - I) indicates
W=211. The W=28' is apparently correct.
5. An area of .6 acres at the northwest corner of Nighthawk
Pass and Choate Street apparently has not been included
in any of the hydrology.
6. There is a discrepancy on the street names between
Longfellow Avenue and Abbey Road. The same street has
the two names on different plans. Please correct.
7. Easements outside tract or in "open space" lots for storm
drain pipes and inlet/outlet structures need to be shown
on plans. If blanket easements will be in place in some
of these areas, please supply us with documentation. See
Item 6 of the District's condition letter dated August 1,
1988.
8. Inspection and.maintenance of the storm drain system to
be constructed with this tract must be performed by
either the County Transportation Department or the Flood
Control District. The engineer (owner) must request in
writing that one of these agencies accept the proposed
storm drain system. The request shall note the tract
number, location, and briefly describe the system (sizes
and lengths). Requests to the District shall be addressed
to David P. Zappe, General Manager -Chief Engineer, Attn:
Dusty Williams, Chief of Planning Division.
If the proposed drainage system is to be owned and
maintained by the District, three items must be
accomplished prior to recordation of the Final Map and
beginning construction of the facility:
a. All right of way must be secured to the
satisfaction of the District.
KHALED OTHMAN
MAY 24, 1999
PAGE 3
b. An agreement with the District must be executed
that establishes the terms and conditions of
inspection, operation and maintenance.
C. Plans for the District maintained facility must be
signed by the District General Manager -Chief
Engineer. The plans cannot be signed prior to
execution of the agreement. An application to draw
up an agreement must be sent to the District to the
attention of Dale V. Anderson.
The engineer/developer will need to submit proof of
flood control facility bonds and a certificate of
insurance to the District's Inspection Section
before a pre -construction meeting can be scheduled.
9. Other required miscellaneous items need to be reviewed
and corrected as marked on the attached Storm Drain and
Rough Grading Plans.
Checked Storm Drain and Rough Grading Plans have been returned to
the engineer for corrections. Additional review by the District is
anticipated and will be performed upon resubmittal of plans by the
engineer. The resubmittals should be date stamped by the engineer
and folded (911x1211) with the title block showing.
The County Department of Building and Safety must ensure that the
developer has obtained a National Pollutant Discharge Elimination
System (NPDES) construction permit prior to the issuance of a
grading permit.
Sincerely yours, e`�oc`� GL4''!F\
� No. 17055
DALE G. GLADDING, E. * p. 6-30-01
CIVIL ENGINEER
Jf9TFCIV.� �XN'
ART E. MCKIBBIN, Senior Civil Engineer
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
c: Hunsaker & Associates w/encl. Attn: Gene Redmon
Bldg. & Safety Dept. w/o encl. Attn: Tony Ramsamooj,
99-1094.pck
RIVERSIDE COUNTY PLANNING DEPARTMENT
GEOTECHNICAL REPORT REVIEW SHEET
REVIEW OF GEOTECHNICAL REPORTS INCLUDING:
Report Date Date Received
Type of Report
By the Consulting Firm Petra Geotechnical Their Job # 141-99
Tract # TR 23067-1,-3,4,-5,-6 Site Address Butterfield Stage Rd. & Nighthawk pass, Redhawk SP, Temecula area
Lots
Grading Plan Check No. (if any) BGR 990024
Preliminary Grading Permit (# if issued)
_ Precise Grading Permit (# if issued)
Assessor's Parcel No(s).
Distribution
Developer/Owner Centex Homes X
Address 2280 Wardlow Cr., Ste. 150, Corona, CA 91720
Civil Engineer/Architect Hunsaker & Assoc. X
Soil Engineer Petra Geotechnical
Engineering Geologist Petra Geotechnical
ACTION
❑ Report Approved X Report Approved Subject to Conditions below
All existing low densitv and Dotentiallv collapsible soils, including loose manmade fill, colluvium, alluvium and highly weathered bedrock
shall require removal to underlying dense bedrock, dense native soils or groundwater from all areas to receive compacted fill. The anticipated
depths of removal arc shown on the Geotechnical maps, Plates 1-9 accompanying the 3/10/99 report referenced above. 2) Partial alluvial
removals are anticipated in areas of shallow groundwater adjacent to Temecula Creek, along existing roads, and along the northerly boundary
of TR's 23067-5 and -6. These removals shall be performed under the direction of the project geotechnical consultant. 3) Following cleanouts
to bedrock or approved foundation materials canyon subdrains shall be installed along the axes of major canyons and tributary areas where the
depth of structural fill exceeds 15 feet. 4) Each cut slope shall be geologically mapped during grading so as to confirm favorable geologic
structure and type of bedrock materials. If adverse conditions are encountered, engineering analysis and appropriate remedial measures shall
be conducted. 5) Selective grading of fill slopes shall occur to assure that the fill materials within a horizontal distance of 10 feet from the finish
slope surfaces possess an internal friction angle of at least 30 degrees and a cohesion value of at least 190 psf This shall be confirmed by the
project geotechnical consultant during site grading. 6) Settlement of proposed deep fill areas (50 feet or more overlying bedrock) and fill areas
over 25 feet overlying alluvium left in-place shall be monitored by the use of near -surface and deep -settlement monuments, respectively. The
issuance of building permits or construction of foundations shall not occur prior to completion of the recommended settlement monitoring
Report reviewed by:
Steven A.
CEG -1205
Date: 6/8/99
G:\GEOREV.TR23067 i r cc: Grading
Preliminary (Initial)
❑
Soil Report
Ingrading or Interim
Roughgrade Compaction
❑
Geologic Report
X Supplement or Addendum
Grading Plan Review
X
Geotechnical
3/10/99 3/12/99 Paving Design
Final Design
X
Response to Review
5/14/99 5/17/99
By the Consulting Firm Petra Geotechnical Their Job # 141-99
Tract # TR 23067-1,-3,4,-5,-6 Site Address Butterfield Stage Rd. & Nighthawk pass, Redhawk SP, Temecula area
Lots
Grading Plan Check No. (if any) BGR 990024
Preliminary Grading Permit (# if issued)
_ Precise Grading Permit (# if issued)
Assessor's Parcel No(s).
Distribution
Developer/Owner Centex Homes X
Address 2280 Wardlow Cr., Ste. 150, Corona, CA 91720
Civil Engineer/Architect Hunsaker & Assoc. X
Soil Engineer Petra Geotechnical
Engineering Geologist Petra Geotechnical
ACTION
❑ Report Approved X Report Approved Subject to Conditions below
All existing low densitv and Dotentiallv collapsible soils, including loose manmade fill, colluvium, alluvium and highly weathered bedrock
shall require removal to underlying dense bedrock, dense native soils or groundwater from all areas to receive compacted fill. The anticipated
depths of removal arc shown on the Geotechnical maps, Plates 1-9 accompanying the 3/10/99 report referenced above. 2) Partial alluvial
removals are anticipated in areas of shallow groundwater adjacent to Temecula Creek, along existing roads, and along the northerly boundary
of TR's 23067-5 and -6. These removals shall be performed under the direction of the project geotechnical consultant. 3) Following cleanouts
to bedrock or approved foundation materials canyon subdrains shall be installed along the axes of major canyons and tributary areas where the
depth of structural fill exceeds 15 feet. 4) Each cut slope shall be geologically mapped during grading so as to confirm favorable geologic
structure and type of bedrock materials. If adverse conditions are encountered, engineering analysis and appropriate remedial measures shall
be conducted. 5) Selective grading of fill slopes shall occur to assure that the fill materials within a horizontal distance of 10 feet from the finish
slope surfaces possess an internal friction angle of at least 30 degrees and a cohesion value of at least 190 psf This shall be confirmed by the
project geotechnical consultant during site grading. 6) Settlement of proposed deep fill areas (50 feet or more overlying bedrock) and fill areas
over 25 feet overlying alluvium left in-place shall be monitored by the use of near -surface and deep -settlement monuments, respectively. The
issuance of building permits or construction of foundations shall not occur prior to completion of the recommended settlement monitoring
Report reviewed by:
Steven A.
CEG -1205
Date: 6/8/99
G:\GEOREV.TR23067 i r cc: Grading
RIVERSIDE COUNTY PLANNING DEPARTMENT
GEOTECHNICAL REPORT REVIEW SHEET
REVIEW OF GEOTECHNICAL REPORTS INCLUDING:
Report Date Date Received Type of Report
Preliminary (Initial)
❑ Soil Report Ingrading or Interim
Roughgrade Compaction
❑ Geologic Report x Supplement or Addendum
Grading Plan Review
X Geotechnical 3/10/99 3/12/99 Paving Design
Final Design
By the Consulting Firm Petra Geotechnical Their Job # 141-99
Tract # TR 23067-1,-3,4,-5,-6 Site Address Butterfield Stage Rd. & Nighthawk Pass, Redhawk Specific Plan, Temecula area
Lots
Grading Plan Check No. (if any) BGR 990024
Preliminary Grading Permit (# if issued)
Precise Grading Permit (# if issued)
Assessor's Parcel No(s).
Distribution
Developer/Owner Centex Homes X
Address 2280 Wardlow Circle, Ste. 150, Corona, CA 91720
Civil Engineer/Architect Hunsaker & Assoc. X
Soil Engineer Petra x
Engineering Geologist Petra x
ACTION
❑ Report Approved ❑ Report Approved Subject to Conditions below
❑ Prior to approval of report attend to
X Prior to report approval and issuance of grading permits submit: 1) The report should include an engineering geologic
evaluation of the Dronosed cut slopes (structure. bedding orientation. cross sections. areas of potential instabilitv). 2) The report
Report reviewed t
G\GEOREV.TR2306
should include an evaluation of the surficial stability of the proposed slopes. 3) Fills are proposed to be at least 65 feet thick.
Consideration should be given to greater compaction effort (95%) within the lower portions of the deep fills, so as to mitigate
the potential for lone term settlement. 4) The geotechnical maps in the report indicate test borings on this site drilled by Parc
Soils. The report does not, however, include reference to a Pacific Soils report or the logs of the borings. This issue should
be clarified. 5) The liquefaction potential on this site should be reevaluated with respect to anticipated rise in groundwater
levels after development, liquefaction potential within alluvium in areas adjacent to Temecula Creek, and lateral spreading in
areas adjacent to Temecula Creek. 6) The report indicates that alluvial removals shall be made to either bedrock, dense native
soils that have a relative compaction of 85% or greater, or to groundwater. The report should consider including
SITE MAP
CENTEX HOMES
REDHAWK HOUSE PHASING
TRACT 23067-39-4 AND
r ��-f -•l��v w -
J •'
J
�.•.[� Sf r 4 • p a Y J ., r
' r �
G1 tp' • • r �
�tA a
n� I'IIASE No. L\ITS
'\
II
2 12
3 11 !
4 6
5 6 TT
6 15
7 6
8 7
9 7
NO 10 10
t. I 1 10
r9 12 10
13 10
�C 14 10
r� 15 10
t ° 16 10
• 17 8
v� « 18 8
t
« 19 9
11 10
21 9
22 10
23 8
24 8
MAY 269 1999 TOTAL 221
a