3577i
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE
11113/01
LOCATION OF CONSTRUCTION
(Tract 30125-2)
(Street address or Description of Location)
Ave 50 & Eisenhower
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
PURPOSE OF CONSTRUCTION Roush Gradinu Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Routth Gradi.nR
See Attached Conditions
DIMENSION OF INSTALLATION OR REMOVAL
CAP rZrAdina plAn
SIZE OF EXCAVATION, IF NEEDED
CAA G-AA4"g PIP"
APPROXIMATE TIME WHEN WORK WILL BEGIN 11/14/01
APPROXIMATE TIME OF COMPLETION 2/15/02
ESTIMATED CONSTRUCTION COST i\ 911-011
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
4-Signature of Applicant or Agent
Sedona Homes, Inc. 77564 Country Club Drive 772-8224
Name of Applicant (please print) Business Address Telephone No.
Sunrose Corp. Palm Desert, CA 92211
Name of Contractor and Job Foreman Business Address Telephone No.
533670
Contractor's License No.
Lloyds of London
01137
City Business License No.
Binder #4897
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 2730.33
100.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required P1An shack (3.000) arAdt
TOTAL: $ (169.67)
Receipt No
Received by
Recorded by
Date
Fyl�
3577
PERMIT VALIDATION
PERMIT NO. 3577
DATE APPROVED ? ? /1 A/ nl
EXPIRATION DATE 11/16/02
DATE ISSUED
v ` _ Administrative
ministrative Authority
Telephone: (760) 777-7075
r,f i
-----------------------------------------------------------
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: / ! Z / J / O 1
LOCATION OF CONSTRUCTION /g4V-le+ S0
Tit ACT - 601a 5 - a --
Subdivision Improvement Permit —Class III
Minor Improvement Permit Class IV
(Street address or Description of Location,)( C�7
PURPOSE OF CONSTRUCTION `yy� �A6//3gSketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION
DIME SION OF I STA LATION OR13EMOVAL
SIZ OF EXCAVATION IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN O
APPROXIMATE TIME OF COMPLETION a�
ESTIMATED CONSTRUCTION COSTS O /�
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend. and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any'work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quints and to pay for any additional replacement necessary as the refit of this work.
Aignature of Applicant or Agent I J (o Q
�Q�K�A �ZSYYJ�S��C • r%%��5%�t�J�Ti2y�L..cJ.6 .�' /Q . 77 `dt �r��`�
Name of Applicant (please print) Business Address Telephone No.
jiy 4 Q5 E �y ae. /o • , 6' EA_'T C/9- 9,
Name of Contractor and Job Foreman Business Address Telephone No.
�,5,33 4-70 O/ i3 7
Contractor's License No. / , D6 City Business License No.. �p
o
Applicant's fnsurance Company Policy Number
FEES: Subdivision Improvement Permit — Class III
Public improvements: 3%of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit —t Class IV: See attached schedule
Inspection Fee $ �� ✓ V �%• 3
Permit Fee dy D
Penalty
Cash Deposit -Surety Bo714
if required G 3 Ll 6
Receipt No.
Received by Date
Recorded by
3567
PERMIT VALIDATION
PERMIT NO. -;6 7-7
DATE APPROVED
EXPIRATION DATE
DATE D
By
Administra ' e 8thority
Telephone: (760) 777-7075
A
The following General and Special Provisions are attached to and made a part of Permit No. 9 `
GENERAL PROVISIONS
The following shall always apply:
EN'ROACE NEVI ON PRIVA7Z PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT. Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fined with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C.
surfacing plus appropriate seal cost as specified above.
PR07ECTTON OF TRAFFIC, All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or Le Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The'City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE MUC7URES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material rciulting'from excavation and backfill operations shalt be removed from the'righl
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and'compaction.
Existing gutter line and drainage ditches iball be replaced to their original standard or better. All excess material shall be -removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERA73ONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING STRFMS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the perminee that he'must close a street for
any length of time, perminee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
following shall apply when indicated:
M NOTIFICATION: Perminee shall notify the City at (619)777.7075 at least 48 hours in advance of starting construction.
®1TTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the perminee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
R3 LTI7I.TTY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The perminee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R'
value of not less than and in conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb sball U graded to a slope of
1/4 inch to one foot (1).
R6 GRADE. CHECKING: City of Ls Quints shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB RJOYAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (`_feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach abed] be constructed in conformance with City of La Quints Standard #207.
Rg DRIVEWAYS: A.C. driveways shell be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (__, of clap aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL 911JRl1 I7.ER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall cotttmply with -the
manufacturer's specifications.
1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of IA
Quints forces to preclude delay or interference with State of City of La Quints projects.
(102 SURVEY MONUMUM: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the perminee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
3 PAVEMENT C1TI7TNG: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
�Cl BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes .
�.J of producing an adequately consolidated backfill. Any material which the City of Le Quints deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
^R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (31 and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BAC304LL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (51 lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
RIB COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than low
feet and a minimum of one (1) test on each road: One (1) copy of each test shall be forwarded to the City Engineer for
approval Rod filed prior to making permanent repairs. Compaction tests shall be made u outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
COMPACTION TESTS: If so required -by the inspector, compaction tests shall be made for each crossing or service'litie.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction testa shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
TEMPORARY ]PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
Lnaximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no can shall the
placement of the temporary pavement exceed a five (5) day limit.
PERMANENT.pAVEMENi' REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class ban shall be placed no later than . days after completion of temporary road repair.
FOG SEAL A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City -of La Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in actions which can be handled safely without interference or bazard to highway traffic. The
entire width of the -tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of Sib feet at any one Uwe. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not lees than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO.3577
--- SEDONA HOMES ---
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. SEDONA HOMES, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control pursuant to the Fugitive Dust Control Plan.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance
of equipment within one-half mile of human occupancy shall be performed only during the following
time periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a major and/or signalized intersection is restricted between the
hours of 9 a.m - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The
Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-
6894 if signal operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No. 3577
Page I of 3
SPECIAL CONDITIONS --PERMIT NO. 3577
--- SEDONA HOMES ---
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Penn ittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by
the Public Works Department. Backfill shall be completed in lifts, not to exceed 1', compacted to
90% minimum relative compaction. Native material may be used, provided the material is suitable for
use as backfill after construction operations. Controlled Density Fill (C.F.) may be used as an
alternative.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to thesatisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc.; shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. - Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement shall be replaced as follows:
a) Sawcut and remove existing a.c. surfaces a distance of one foot (F) beyond all trench walls,
including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces shall be removed.
All a.c. edges shall be straight, clean and vertical.
b) Provide an existing section (four -and -one-half inches [4%" ] minimum) of crushed aggregate
or miscellaneous base material, compacted to 95% minimum relative compaction.
Special Conditions - Permit No. 3577
Page 2 of 3
rt
SPECIAL CONDITIONS --PERMIT NO.3577
--- SEDONA HOMES ---
c) Provide an existing section plus one inch (1") [four inches (4") minimum] of asphalt concrete
in two (2) or more lifts; the first lift(s) comprised of a base course a.c. material, of a City
approved mix design, meeting the requirements of Greenbook class B-AR-4000; the final 0.10'
lift comprised of a wearing course a.c. material, of a City approved mix design, meeting the
requirements of Greenbook class C2-AR-4000. All pavement edges shall be flush with adjacent
a.c. surfaces. Each lift of a.c. material shall be compacted to 95% minimum relative
compaction.
d) For trenches greater than two feet (2') in width, the Permittee shall perform a grind and a.c. .
overlay of 0.10' depth for three feet (3') in addition to the pavement replacement specified
above.
16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours
prior to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control treatment.
18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
20. This permit authorizes for the Rough Grading of Tract 30125-2, per the approved plans dated
November 13, 2001. This work is located at Ave. 50 and Eisenhower Drive.
Special Conditions - Permit No. 3577
Page 3 of 3
NOV.13.2001 9:12RM NO.336 P.1
79.799 Old Avenue 52
La QuInta, CA 92253
VOICE: 760-7714013
FAX: 760.771 r1073
E-MAIL: mds1squintatMM0scOnsu1tinq.n4t
sit0 vere0c.
To: Guy Pegan
Company: Berryman & Henigar
Fax #: (714) 836-5906
From: George Prine.
Subject: TR 30125-2
F A X
Date:
11/13/01
Job ##:
517-00
Pages:
4, including cover
cc:
Raoul Martinez, via fax
(760) 777-7155
MESSAGE:
Attached is the cost estimate revised per your instructions_ Please note that the demolition items have been broken out
separately. This was done so a demolition permit could be issued prior to the final approval of the Rough Grading,
Drainage and Paving plans for this portion of the project.
Thank you for your assistance on this project.
NOV-13-2001 TIDE 09:12 TEL:760-777-7155 NRME:PUELIC WORKS
P. 1
NOV.'13.2001 9:1'SAIl 0 S36 P 2
,ti,,.W �..,..,�.TI,.� PLANNING, ENGINEERING, SURVEYING I�.;,.2.AQlf;: A, CA
COST ESTIMATE FOR BOND PURPOSES
TRACT NO, 30125-2 (23 LOTS)
PREPARED: OCTOBER 16, 2001
REVISED: NOVEMBER 2, 2001
REVISED: NOVEMBER 12, 2001
ITEM QUANTITY UNIT COST COST
CLEARING AND GRADING
EXCAVATION & COMPACTION 16,606 CY 1.75 29,061
EXPORT 12 390 CY 500 61 950
ON -SITE STREET IMPROVEMENTS
REMOVE EXISTING BARRICADE
REMOVE EXISTING V CHAIN LINK FENCE
CONSTRUCT 6" CONCRETE WEDGE CURB
CONSTRUCT CURB TRANSITION PER RIV. CO.
STD. NO.211 MODIFIED TO WEDGE CURB
INSTALL 3" A.C. OVER 4.5" C.A.B.
CONSTRUCT CROSS GUTTER PER RIV. CO. STD.
NO, 209A- MODIFIED TO V WIDE
ADJUST MANHOLE TO GRADE, 2ND LIFT
ADJUST WATER VALVE BOXES TO GRADE, 2ND
LIFT
CONSTRUCT MASONRY RETAINING WALL
CONSTRUCT 8' WIDE X 4" THICK CONCRETE
CART PATH TO MATCH EXISTING
CONSTRUCT W WIDE X 6" THICK CONCRETE
CART PATH TO MATCH EXISTING 200 SF 4.00
TOTAL ESTIMATED ON -SITE STREET IMPROVEMENTS
10% CONTINGENCY
TOTAL ESTIMATED ON -SITE STREET IMPROVEMENTS
TOTAL ESTIMATED GRADING
10% CONTINGENCY
TOTAL ESTIMATED GRADING
1 EA 500.00
2,500 LF 2.50
2,644 LF 8.00
91,011
9.101
$ 100,112
500
6,250
21,152
45 LF
10.00
450
41,876 SF
1.35
56,533
531 SF
4.00
2,124
12 EA
350.00
4,200
8 EA
150.00
1,200
528 LF
65.00
34,320
984 SF
3.00
2,952
800
130,481
13,048
$ 143,529
STORM DRAIN
INSTALL 24" HDPE (N-12) STORM DRAIN PIPE
20 LF 50.00
1,000
CONSTRUCT MODIFIED CATCH BASIN PER RIV.
CO. STD. 302 WITH STD. DWG. 305, DOUBLE (2)
TYPE 24-18 GRATE
1 EA 18,000.00
16,000
CONSTRUCT GUTTER DEPRESSION
1 EA 200.00
200
CONSTRUCT BUBBLER
1 EA 2,000.00
2,OOD
TOTAL ESTIMATED STORM DRAIN
21,200
10% CONTINGENCY
2,120
TOTAL ESTIMATED STORM DRAIN $
23,320
SEWER SYSTEM
8" VCP SEWER
1,317 LF 30.00
39,510
4'-0" MANHOLES
8 EA 2,600.00
20,000
4" VCP LATERALS
23 EA 500.00
11,500
TOTAL ESTIMATED SEWER IMPROVEMENTS
71,010
10% CONTINGENCY
7,101
TOTAL ESTIMATED SEINER SYSTEM $
78,111
PAGE 1 OF 2
SEDONA HOMES
TRACT NO. 30125-2 FILE: G;15170010EST1-2I3OND.xls
NOV-13-2001 TUE 09:12 TEL:760-777-7155
NAME:PUBLIC WORKS
P. 2
N04'_ --.. 01_T 9� 13AM PLANNING, ENGINEERING, SURVEYING
WATER SYSTEM
8" DIP WATER MAIN, POLYETHYLENE ENCASED
8" DUCTILE IRON GATE VALVE, EPDXY LINED
AND COATED
STANDARD (6"X4"X2-1/2") FIRE HYDRANT
ASSEMBLY, WET BARREL (WB) WITH BLUE
RETRO-REFLECTIVE PAVEMENT MARKERS
1" DOMESTIC SERVICES
1,370 LF
3 EA
I�!�:.6�QI<P:3A, CA
35,00 47,950
600.00 1,800
5 EA 3,000.00
23 EA 750.00
TOTAL ESTIMATED ON -SITE WATER IMPROVEMENTS
10% CONTINGENCY
15,000
17,250
82,000
8,200
TOTAL ESTIMATED WATER SYSTEM $ 90,200
ELECTRICITY
ELECTRIC UNDERGROUND 23 DU 2,500.00 57,500
TOTAL ESTIMATED BOND AMOUNT $ 492,771
UNIT PRICES USED HEREIN ARE DA3ED UPON EITHER CLIENT '° iNCLUOES CONDUIT, WIRE, TRENCH, TRANSFORMERS AND
PROVIDED INFORMATION OR FROM BEST AVAILABLE INDUSTRY VAULTS. IID ESTIMATE OF $1,000 PER UNIT COVERS THEIR COST
DATA AT THE TIME OF PREPRATION, CONSULTANT ASSUMES NO OF THE INSTALLATION OF WIRE TRANSFORMERS ETC„ AND IS INCLUDED
RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT PRICES IN IN THE $2.500 PER UNIT COST.
EITHER EVENT,
PREPARED UNDER THE SUPERVISION OF:
STANCEY C. MOR:
EXP. DATE 9/30/01
PAGE 2OF2
SEDONA HOMES TRACT NO, 30125-2 FILE: G:15170010EST1-2BOND.xIs
NOV-13-2001 TUE 09:10" TEL:760-777-7155 NAME:PUBLIC WORKS P. 3
rlov,13.2801TI, 9:13Ar1 PLANNING, ENGINEERING, SURVEYING IIN9;.326.A OIF; 4-A, CA
COST ESTIMATE FOR BOND PURPOSES
TRACT NO. 30126-2 (23 LOTS)
DEMOLITION - EXISTING PARKING LOT
PREPARED: NOVEMBER 2, 2001
REVISED: NOVEMBER 12, 2001
ITEM QUANTITY UNIT COST COST
ON -SITE STREET IMPROVEMENTS
REMOVE EXISTING CONCRETE CURB & WALKS
REMOVE EXISTING GATE & APPURTENANCES
REMOVE EXISTING A.C. PAVEMENT
SAWCUT EXISTING CONCRETE CART PATH
REMOVE EXISTING CONCRETE CART PATH
REMOVE EXISTING CONCRETE DOWNDRAINS
REMOVE EXISTING 12" P,V.C. STORM DRAIN AND
APPURTENANCES.
REMOVE EXISTING LIGHTS, PEDESTALS,
AND WIRING 41 EA 100.00
TOTAL ESTIMATED OWSITE STREET IMPROVEMENTS
10% CONTINGENCY
TOTAL ESTIMATED ON -SITE STREET IMPROVEMENTS
UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT
PROVIDED INFORMATION OR FROM BEST AVAILABLE INDUSTRY
OATH AT THE TIME OF PREPRATION. CONSULTANT ASSUMIFS NO
RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT PRICES IN
EITHER EVENT.
PREPARED UNDER THE SUPERVISION OF:
STANLEY C. MOR;
EXP. DATE 9/30/01
TOTAL ESTIMATED BOND AMOUNT
900 LF
4.00
3,600
1 EA
500.00
500
116,900 SF
0.60
70,140
16 LF
2.00
32
1,040 SF
3.00
3,120
1 �A
200.00
200 '
1 EA
500.00
500
4,100
82,192
8,219
$ 90.411
$ 90,411
INCLUDES CONDUIT, WIRE, TRENCH, TRANSFORMERS AND
VAULTS. IID ESTIMATE OF $1.000 PER UNIT COVERS THEIR COST
OF THE INSTALLATION OF WIRE TRANSFORMERS ETC.. AND IS INCLUDED
IN THE $2,500 PER UNIT COST.
SEDONA HOMES
NOV-13-2001 TUE 09:12
TRACT NO..30125-2 FILE: G:15170010EST1-2DEMO.xIs
TEL:760-777-7155 NAr1E:PUBLIC WORKS P. 4