2945NOTE: _
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: ' Aoril 14. 1999
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Northwest corner of Ave. 48 and Jefferson St.
Tract 28601-1, Mirafl.ores
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To provide domeati.c water
and sanitation to the tract.
DESCRIPTION OF CONSTRUCTION Install. 2 8" stub out.
connections 900 and 1450 ft. west of .Jefferson on
Ave. 48 and abandon an existine stub out. 1530 ft.
ali�a�®'� s�ALLT O:R'XR'M`"p"V3,gT'L went of Jefferson
on Avenue 48.
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN AQril. 1999
APPROXIMATE TIME OF COMPLETION April 1999
ESTIMATED CONSTRUCTION COST $ 34,000.00
(Including removal of all obstruction, material's, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
In consideration of the granting of this permit, the applicant hereby agrees to:
C.V.W.D. TO OWN, OPERATE, AND
MAINTAIN ALL SEWER AND WATER LINES.
SEE ATTACKED CONDITIONS.
Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
e
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.
1. 1�z
Signature of Applicant or Agent
Coachella VA11ev Water District P.O. Box 1058 Coachella. cA 398-2651 x532
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
$ 0
Receipt No.
Received by Date
219.4
PERMIT VALIDATION
PERMIT NO. 294.5.
DATE APPROVED 4/14/99
EXPIRATION DATE %12j/31/�9j9Of
DATES ISSUEiD
f! w Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
The following General and Special Provisions are attached to and made a part of Permit No. l 0
GENERAL PROVISIONS
The following shall always apply:
ENROACH1 ENT ON PRIVATE PROPERTY:. This permit authorizes work to be accomplished within City of La Quinta 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 fitted 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, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal cost as specified above;
PROTECTION'OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta 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 STRUCTURES: 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 Quinta 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 resulting from excavation and backfill operations shall be removed from the right
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 shall 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 OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: 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 permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
l J NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least'48 hours in advance of starting construction.
UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee 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.
UTHdTY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee 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 Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to.one foot (1').
R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL 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 shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall 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 class 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.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
Rll COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
R12 SURVEY MONUMENTS: 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 permittee. 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.
R13 PAVEMENT CUTTING: 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 LB41T 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.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta 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 (3') 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 BACKFILL 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 (5') 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.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
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 and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973:
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 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
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT 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 base 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
L19 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 Quinta 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 sections which can be handled safely without interference or hazard 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
hole 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 500 feet at any one time. 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 less 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.2945
--- CVWD ---
In addition to the standard permit conditions, the following shall apply:
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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control: All areas shall be kept watered down daily including weekends.
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.
Work performed within 500 feet of a 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. 2945 Page] of 4
SPECIAL CONDITIONS --PERMIT NO.2945
--- CV WD ---
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 Permitted'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 Permitted 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), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Pennittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an.appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three=foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project..
Special Conditions - Permit No. 2945 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO.2945
--- CVWD --- .
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
G. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests are required in a given length of trench, the tests shall be no closer
than three feet (vertically) from each other.
H. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
I. All costs incurred due to the -conditions above shall be borne by the Permittee. Copies of all .
test results shall be furnished to the City Inspector.
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 the satisfaction 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.
1.5. 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 replacement shall conform to the following
conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of
the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench. Verify exact structural replacement section thicknesses with the City
prior to installation.
Special Conditions - Permit No. 2945 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO.2945
- CVWD -
C. Permanent pavement replacement shall be iristalled.using.a City approved 3/4" max medium
asphalt,concrete as the base course lift and a City'approved'/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior'to its placement.
D. For transverse trenches across improved streets, the existing pavement surface,.three (3) feet
on either, side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each, edge of the cold -milled area, and a new 0.10' lift of'V' max medium,
asphalt concrete: pavement overlay applied throughout the cold -milled area. '
E. For longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane line striping), shall be cold -milled to'a depth of 0.10', with a "butt"
joint created along each edge.of the cold -milled area, and a new 0.10' lift of/2" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
F. If grinding and capping operations are not performed in the same day "as base paving
operations, the base course lift of %" max 'medium asphalt concrete shall be installed from
saw -cut edge to saw -cut edge,flush_with the existing street surface. The base. course lift of
' paving shall n #t be left 0.10' low in anticipation of grinding and capping.
F. Any ,existing lane striping affected by this resurfacing shall be replaced in kind by •the
Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades. .
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 permanently -stabilized -any and all ` soil ',that ywas-disturbed as a result of work
performed under this permit with an approved dust control treatment: Soil stabilization shall be done
immediately after completing the operation
.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.' This permit allows -for the connection of the waterline in Ave 48 as shown on CVWD drawing #
25220 and 25222.
20., , The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
A.
Special Conditions - Permit No. 2945 Page 4 of 4
r
yJ ATEq
�S T R 1 Ct
COACHELLA VALLEY WATER DISTRICT
ROBERT FORD
�i DEVELOPMENT SERVICES TECHNICIAN
P.O. BOX 1058, COACHELLA, CALIF. 92236
TELEPHONE: (760) 398-2651
7
✓�J
R E C E NE®
NOTE:
With proper validation APR 0 1 1999
this form- constitutes an
encroachment permit CITY OF LA QUINTA PU13LIC WORKS
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
q
Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Northwest corner of Avenue 48 and Jefferson Street
La Quinta. Tract 28601-1, Miraflores
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION _To provide domestic water anr1 gAnia; nn to the tract Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION CVhTD forces to -install 2-8"
stub out connections 900 an ee west of
,Teffprson Street on Avenue 48 and a an on an -
DIMENSION OF INSTALLATION OR REMOVAL exis 1n9- s u out
eet west of Jefferson -an raise an existing
Fir -vac 730' feet west of-je erson on Avenue 48.
SIZE OF EXCAVATION, IF NEEDED
�a attarharl r7�g�.
2 CVWD to own
operate and maintain all
sewer and water lines.aig-
C
APPROXIMATE TIME WHEN WORK WILL BEGIN April 1999
n— ArT��7 C�GD/f
APPROXIMATE TIME OF COMPLETION April 1999
ESTIMATED CONSTRUCTION COST $ '14, 0 0 0. 00
(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.
Signature of Applicant or Agent Robe rf- Ford
Coachella Vallev Water District P.O. Box 1058 Coachella, Ca 92236 (760)398-2651
Name of Applicant (please print) Business Address Telephone No. 32
Same as above
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
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
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
PERMIT VALIDATION
PERMIT NO. / �J DATE APPROVED - Y�122�''! 1 G�J
EXPIRATION DATE
DATE ISSUED
1 ,OG
By
Received by Date i• Administrative Authority
Recorded by TELEPHONE: (619) 564-2246
-Z
I
LINE TABLE
LINE
BEARING
Distance
L 7
N671726 "E
45.07
L8
N56 02267-
51.53
L9
N00 43'42 "E
18.00
L 10
N00 43'41 "E
18.00
L i l
N1158'41 "E
36.00
L 12
N34 28 41 'E
54.00
L 13
N8916'18 "W
16.. 00
L 14
N56 02 26 "E
J 51.26
L 15
N78 01 '18 "W
25.63
L 16
N8916'18 "W
13.00
L 17
N45 43'42 "E
45.00
L 18
S8916787-
1797
L 19
N79 2842 "E
25. 63
L20
• N0043'42"E
96.00
L21
\N67'1726 "E
32 83
L22
N89 40'45 "W
17.26
L23
N00 4342 "E
73.38
L24
N1158427-
36.00
L25
N2313'427_
38.00
L26
N45 4342 "E
8.68
L27
N45 43'41 "E
2.46
L28
N66 46787-
15.68
L29
84416'18"E
27.05
L30
IV4512'34 "E
43. 00
01
N783226"E
15.74
02
N79 2842 E
I 38. 84
,- %w Va -C - -y U ,
. s
O >` 5
..� Q.
� ®gyp
80
�-
• �
0
sL ,�71
V. 4 �IQ� ti AGAVE ST. N=
81
75%�6'e , " , 897618 207.00
f 1 201
20 8 W
. 5\0 �, 0 0
61 G �
t�� Q �\ "
h �0 1 �� SE .04
DETAIL A
sL 82 00 �,T sGG'� O � oo �� / 00+ 0V Q' I 10f96.75fAGAVE ST. ® 7J5Pt
PC I �=� J�� SL a, = SL "'� ��F ,<•� Ok . 6N 12*851V ROSE. ST ® Rt
X8 TEE,
1 - 8 -
L I k 5 0 3- 8" GV
,.
4- � ,�� 12f47 6" FH ASS'Y
T
�� s� 10 12+21 BARREL TYPE
/ WE
6 2 1 "SV w/ 4 "M7R 12+27
G 2769 I �, 1 1 "sV w/ 4 "MTR
83 ��,
CN
i
L4g
CONS
8" D.I.P.
WA TER MAIN - -�
�x �CONSTRUCT 8" DIP
s �� 6 3 �P Io
6 8 \��' y 's� ''rx j o WA TER MAIN
5IZZI
p Sc CURB & GUTTER
84
48
5 5 SIDEWALK }
!y o �- \0� 4 w1r'x �F c3` I • 11 f 12 t .
-��,_ J�0 5 SIDEWALK o 3
10f59.27 DES WIL. ST. ® 2.62' L t / '� h '=.' a� 6 q�'� �� G y�P\' 5 5 Z 1 "SV. W// "MTR.
ti11+07
x' �� " "
I s ti / 1 sV. W// MTR. 11fo2
��� .r, o ,' ,�_ h - - 5 1 `SV. W l "MTR.
85
-.
11+44.08
SCALE: 1 - 40
" " 6 5 �ti �; `fix 16+85.10 CASS. ST. EC
1 �1 SV. W// M1R : o o� S'L os ,
5 3 5 2• 10+00 ROSE. ST.
40 20 0 40 80
-`r-, \' /1+15.13 f!DES. WIL. sr. 3 � .� CONSTRUCT 18 D.I.P. q-
® 10.00 Lt 11+051'® 6.59' Rt. 54 \ WA TER MAII�II 10*49
1 EFLEcn 1 "sV w "MTR. - .
_ 0056 6 D 8 --- p BEND o, /1 5 SIDE 1 l : COR6 & G TIER y �•
CURB &GUTTER 5' S/DEWALK 11+82.00 MIR. BLVD. BC , 5 S/DEWAL y 5 SIDEWALK
13+35.08 CASS. ST. I R/W -
- 86 / / v - - - - Q
v~i 10f28.10 CASS. ST. 011' L� I 00
8"X11�•BEND o „. V CA SIA 1STREET
- - - - rL S 897 iv-
- S 8976199 E J-1-kOOT IN - ~ S 897618 306.54 I - i� -I- '� ^ W
"J" ST. ^
8" D.L.P. r` `r 10+00 CASS. ST. Fa- N.
co y
7' jj 10+00 DES. WIL. BC 5' S/ WALK I i
- t
177
+ _ CURB & GUTTER
w
¢� .CONSTRUCT 8" D. 3 � � w
/ n° CURB & GUTTER R/W �' 5' SIDEWALK W
•3 FS ,CONST UCT '8" DIP, P. WA TER MAIN W/
S FG / - - ,� 5' SIDEWALK •�• ® i
'1O '�.
RESTRAINED - Q Q
. Q o \ WA TER AIN o�� '� ;� o :� o y z z
S/DEWALK h N JOINTS W .� •� .� ►� o �o
^ �, Iha�. ®2 Z I IQ��� \ \ R W ZIP
a 4 v I V W O Q
i� �1 W , q I i h 18 �, 18
�_ ��o� 3 \ �� 30�� o, 3 I
2 O '� .J h �c.�OO�� ( h l� ^-
O �0 3 co '� N O .�, O Q7 ^ ►�� m w
�0 3 3 h m N ap sh„� V O 9 :� ^ a� .�o ►� •O ;
IO
,� h ko ;� 5 S/ EWALK v I I •� > �o to co N
^�r�� � WQOO O
12
+/-1.2 CLR 1 _
5' SIDEWALK 04-55. 00 EX. 6" FH CURB & GUTTER PROTECT /N PLACE 6 &
• >� PROPOSED CURB. 50 SIDEWALK � • �' SIDEWALK .
EX. GUTTER
.� `EX.. CURB do GUTTER EX. CURB •& GUTTER
6"RCP-
PER SEPARATE PLAN) - ------.--_._-- - - - - - - - - - -
S=O.- - - - - - - ------------------------------------------- -------- - - - - - - - --
Z Z
- - e 61f00.00
r o EXIST. 12" IRR. WATER LINE "
o �`! Y EX. BUTTERFLY VALVE 653 �n "? EXISTING 18 WA TER L/NE
rn ,� SEE D/STR/CT DWG. N0. 22 4
rn SEE DISTRICT DWG. NO. 226 7
M 60 61 62 63 64 65 66 67 68 69
4 65f11.35 f AVF48 ® 36 Lt�\65+04.35'AVE� EXISTING _8 SEWER,' SEE
AVENUE 48
D/STR/CT F RCES TO INSTALL: � - SEE DISTRICT OWG. NO. �2650
DETAIL A 10+00 MIR. BL�/D. _ " 4
I , 1 18 X8 TEE
N.T.S.: -
' DISTRICT FORCES TO ABANDON EX. 1 - 8" GV
r 8 STUB -OUT A T DEVELOPERS EXPENSE. A T DEVELOPER'S EXPENSE. CONTRACTOR TO CONNECT C V W D DRAWING PfRO VA L"
J UNDER DIRECT D/STR/CT INSPEC77ON. _
I -
DEVELOPER TO MAINTAIN /NSTALLA110N AREA & INSTALL Checke oate
Proje E ineer
At P7=7 02/24/99
Recommended:
ire of Engineenng R.C.E. No. Mi72 ;
' DWG.,No.
A roved: ; . , ,
PP 24220, .
i General Manager -Chief Engineer R.C.E. No. 23078
- Revision: Date Aopr.
1-800-227-2600 SEAL SEAL APPROVED BY: DATE 290 North 'D• Street, Suite 504
RECOMMENDED FOR
CITY OF LA QUINTA, CA SHEETNO.
APPROVAL �pFESSIp� .San Bernardino, CA 92601
IT'S THE LAW ! CALL AT LEAST TWO - O � • O , �
p Korve
DIAL BEFORE WORKING DAYS PRIOR �'' \, F.y
• (909) 884-4777 (909) 884-2277 Fax
Korve Jab Na. : 59806DXD WATER IMPROVEMENT PLAN 2
YOU DIG ! TO EXCAVATING ��` �G �% RCE NO 44250 EXP 06�30 01 Korve File Name : wtr-l.dw
Engineering 9
Q .No. 47677 Last Print Date . D2/,8/99 TRACT 28601-1
o: o m CHRLS A. VOGT
Ex .12/31 /99
* p * PREPARED UNDER. SUPERVISION OF DATE 'BENCH MARK: A.P.N.: 64.9-03-35
DATE SCALE AS SHOWN BRASS CAP MONUMENT STAMPED PD-�102-70
UNDERGROUND SERVICE ALERT _ OF .4 SHEETS
OF SOUTHERN CAUFORNIA DATE BY MARK APPR DATE RIVERSIDE COUNTY
CHECKED BY: s�. �P . � _/ -9� NEAR THE INTERSECTION OF WASHINGTON ST & AVE 50. -
9 clv\\- Y_ - ,
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ENGINEER DESCRIPTION CIT`r TF Fo 1 0 WEST N AVE ' NORTH HIND RB •.6.0' SOUTH FOR: :A PORTION OF-S` 1 2 S,E 1 4 FILE N0.
OF cry RCE NO 677 EXP 12 31 /99 3 5. ES 0 E 50 6 0 BE CU
LOCATION OF UNDERGROUND UTILITIES BY CONTACTING DATE � / DATE FEB..1 ggg ' ' •' � .
UTILITY UNDERGROUND SERVICE ALERT AT. 1-800-227-2600 DESIGNED BY: DRAWN BY: CHECKED BY: OF PP T2986 FLUSH IN AWN ELEVATION 43.772 SEC 29, T.5S, R.7E, SBM
DANIEL J. 0 ROURKE 0. L L
i
:a
A
i
i
i
l
i
I
i
1
1
i
• j
I,
I
i
1
i
i
i
i
I
r : _
n JI ^ n n
I ICI �
V PROPOSED AIR VAC ASSEMBLY t
I,
1
PROPOSED BLOW OFF ASSEMBLY
SIZE AS NOTED I
1" SERVICE WITH 3/4 METER I
OR 2" SERVICE WITH 1 1 /2" METER (SEE PLAN) I
j
PROPOSED 6 WET BARREL a
SUPER (6" x 41/2 " x 21/2 " x 21/2„)
i
FIRE .HYDRANT ASSEMBLY
- OF
POR� S 1/2 SE1/4,
R.7E SBMA
SEC 29 T.5S
I
`-.-
a.v.♦ L�L aa.�v i -4a a.VULLC LCL CGU„CLL.FJ
f1L L1L%A1LL1.7FJLVL I Y LI, CL- L=42ZL. •,U MJULb L.LULON
�"to start of construction to arrange a preconstruction conference. '' ; .•
� � �
�.� _'
`-An approved cleaning tool shall be pulled through the pipe during the
...- ....-progress
of its assembly to 'remove dirt rocks or foreign materials.
9.
No water or sewer pipelines shall be installed under decoratir concrete, ;
P
"concrete,':curbs or sidewalks without prior approval of-CVWD.. All in=tract
MAIN'
_
streets"shall be paved with asphalt, concrete pavement. ;
,
- CONSTRUCT 8" WATER
t
10.
These plans may be subject to review and/or revision, by CVWD, if re
t
construction has not begun within 12 months from Date of Approval as shown
in CVWD Drawing Approval Blocks. ,
11.
Contractor shall.submit'to CVWD a list ofmaterials to be used prior to the
• '-`
-
�•;
preconstruction conference. only materials on the approved, list may be
-r
used. .'List shall include quantity, manufacturer, model, size, and other
f 76
(:
ST=
II
I
I
,
- pertinent data.
D if STRESf
i
STREET CENTERLINE ,. I ►
' 77 = ---' f 12. Contractor Shall schedule his construction activities with the Chief
BLUE RETRO—REFLECTIVE ., I� ; Inspector, daily, between 3:3U and 4:30 .
p.m. forthefollowing :working. day. '
78 : ( t
PAVEMENT MARKER AT FH LOCATION LI If CV['h is unable to provide an inspector or inspectors, _Contractor` shall I
ET i t i reschedule ,its work for another'time.S ,
EXISTING IRRIGATION LINE
12 IRR •`w 74 1t11tAFIA BLVD.
SIZE AS NOTED ! '� 57 ' I " If Cc tractor elects to car -work withcut notice to
tip 4 car_cel. sch CVWD,.
; I c
18 W EXISTING WATER LINE -SIZE AS NOTED' / � f� y� 58 � _ _ , Contractor shall be .. charged 1 hour :of inspection time for each day of , •• •: •
�q
I �. �ly 59 ' �� + ��' E% l • ! ..'.occurrence. . .
37 26 - s I
25 I
IDT F"' ,
72 13.; Contractor shall call Underground „erg ice Alert at 1 $00 µLA 4133 at lea„t:,
SUMMARY OF QUANTITIES.
• ? RETENTION BA3IId
80 s \f two working days prior to start of construction.
71 60 _ 36 27 24
I.
81 ! , I F I
8 D.I.P. WATER MAIN POLYETHYLENE ENCASED) 5,968 L i . t
»
( -- - .35 28 23 ' 1 Curb arc gutter shall be ir.<place before ar.}•: domestic water pipelines are
IN (POLYETHYLENE ENCASED RESTRAINED JOINTS 139 LF 70 61 q j _ H ;
8 D.I.P. WATER MA % OL ) � 82 o� ccnstructed.
,. W C ry�
4 D.L.P. WATER MAIN (POLYETHYLENE ENCASED) 18 LF C, g 62 50 44 �• I { ;
V 49 43 38 129 22 lx
i85 EA 83 { 34 I W '
1 SERVICE WITH 3 4 METER. -°' _. _. _ a� .
8 56 _ -1 I "I
3 EA 6 6� ?+ i. Special Construction Rotes
2 SERVICE WITH 1 1 /2 METER (IRRIGATION).
84 - , W
1 1 1 �. 48 45 42 , 39 t I•+ !
17 EA / 51 33 30 21
6 FH ASS LY (WET BARREL TYPE) SUPER (6 x 4 /2 x 2 /2 x 21 2 ). 55 I
1 AV ASS LY. ADJUST TO GRADE - i ; n locations where the water system is to be installed in corrosive ,soils the `following
( ) '� 85" o o I rn I! i sys ,
33 41. 4Q 20 I requirements shall apply:
8"x4" REDUCER 13 EA 0 68 g5 54 . 53 52x 47 46 as 32 31 .ai Z I ,
BEND 1 EA 86 ,
- 1 8 X90 BE l --
» 4 EA --` _ __ ___ Cl1.SIA STREET __ ,. _ _� --_.., { 1 t i. All pipelines to be CM ductile iron pipe.
8 X22 1 /2 BEND , - __— ---- _ _
8 X11 1 4 BEND 17 EA 1 es -of, ov ' / / � ; I II _ 2. Pipelines to be installed with _a minimum of 48 .:inch c e.�, at
IM BASIN I I F - - -
00 56 16 DEFLECTION � 4 - EA - _
9 10 11 12 14 : 16 LOT G I final grade.
,, 1 2 3 4 5 6 . 7 8 ! 13 15 � ,
17 18 19 I � I • .
8„X8" TEE
9 EA
----- _ _IAT—___� ;
�--_LOT Co' - � • `; Entire system to be staked for grade, :alignment, substructure
$ X8 CROSS 3 EA
i 3 location, service location, fire hydrant location„ detector a
» » 2 EA ___ - --- _—__-- _ __ . _ __ - _._ y
1 8 X8 TEE — - -- ___i_ _ I check, tee and gate valve location. '
8" GATE VALVE 1U c•� l t oa 42 EA -- _
C v 2 R 4. Cut sheets shall be supplied to the Chief Inspector prior to
18 BUTTERFLY VALVE -EPDXY LINED &COATED C��cTlle ►RoN) 3 --- =
' — __--,_ _ _ _ ._�I + i construction.
4" GATE VALVE (Ducrrtte oRon� 3 EA j 11
„ _ i EXIST. 18" W1R I
"5. Final grades shall be established and curb and gutter installed
4 BLOW OFF ASSLY. 3 EA N D E X MAP EXIST. 8 SWR
F TIVE PAVEMENT MARKER 17 EA SEE DISTRICT before the installation of the `pipelines, services, fire hydrants `
BLUE RETRO-RE REFLECTIVE �� SEE DISTRICT and detector checks.
DWG. NOS. 22642-22649.
1 = 2 0 0 DWG. NO. 22650.22651
NOTE: 6. All fittings to be CML ductile iron.
NOTE:
EXIST. 12 IRR 8" SWR STUB AND CLEANOUT 7. All pipelines, fire hydrant runs, detector check runs and service '
BASIS OF BEARINGS: EXIST.
SEE DISTRICT PER DISTRICT DWG. NO. Z�: EXIST. WET WELL PER DISTRICT runs to have polyethylene encasement.
DWG. NOS.. 22652-22653. DWG. N0. .DISTRICT FORCES WILL
CENTERLINE OF AVENUE 48 BEING N 8 '16 18 W AS ESTABLISHED BY RECORD CONTRACTOR TO ABANDON UNDER 22651 s. All -fire hydrant: runs and detector; check runs to be CML ductile
' DIRECT DISTRICT INSPECTION. PROVIDE ALL NECESSARY EQUIPMENT AND iron pipe
OF SURVEY, BOOK 96, PAGE 52
MAKE ALL CONNEC110NS TO MAKE
' GRAVITY SEWER PIPEUNE IN AVENUE 48 9. Curb and gutter shall be in place before any domestic water
SERVICEABLE AT DEVELOPERS EXPENSES. pipelines are 'constructed.
L rttf h th _ design f h w r to Tr No. ��1 is to
STREET STREET ce y t at e g a t e ate system act
, = accordance with the water system expansion lanj of :the Coachella `Nolte Water
R W R/W Y P P Y
ABBREVIATIONS. / R/W t District and that the water . servt storage and- distribution system will be 'adequate'
R/W t c s o ge a y_
t provide water ervice t h � This certification does not constitute a uarantee
o p des o such tact. s ce t , 9 .,_
.ri pressures
L PT. ANGLE .POINT � that it will suppl water to such .tract at an specific uanttttes, 'flo •, ,
B.F. BLIND FLANGE VARIES VARIES 55
' 55 for fire. protection or any other purpose.
B.F.V. BUTTERFLY VALE
26 -35 I 26 -35
B.O. BLOWOFF VARIES VARIES
' 4'
'- VARIES VARIES _ I I 43 3 Dote:-COACHELLA VALLEY WATER DISTRICT 4
BOWP BOTTOM OF WATER PIPE 13 11 3 11 , • ,
14-18 14-18
D.I. DUCTILE IRON VARIES
VARIES 5 5
D.LP. DUCTILE IRON PIPE 0-6' 5 VAR.
0-6 36 By
F.G. FINISHED GRADE 69 7
Dante)-L. Parks
F.H. FIRE HYDRANT SIDE ALK SIDEWALK- r fEngineering
F.S. FINISHEIP SURFACE II
. SIDEW LK 25 25 Director. o _
&G AC PVMT C&G if
GB GRADE BREAK
G.V. GATE VALVE
INV. INVERT 3' COVER
IRR. IRRIGATION FINAL GRADE
MH MANHOLE VARIES
8" DIP
X. C&G EX. C&G R.C.E. No. 29572
mono
CVWD DRAWING APPROVAL
4' COVER ® VARIES '
FINAL GRADE 9 -15 -Date ti
Checke
18" D.I.P ? Project En 02/24/99
MTR. METER f
N WATER MAIN WATER MAIN » ! Recommended:
SSMH SANITARY SEWER ` MANHOLE -
» 5 COVER @ 8 VCP ' .. Dire r of Engineering R.C.E. No. 295 ,
SV. SERVICE 8 VCP _ _ OVV'G. No.
FINAL GRADE` SEWER MAIN
PIP SEWER MAIN : ,. » � Approved. 24219
TOSP TOP OF SEWERE I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS 12 IRR General Manager — Chief Engineer R.C.E. No.23078 T-- 9
TOSD TOP OF STORM DRAIN TPRESCRIBED
IN ACCORDANCE WITH THE REQUIREMEN S WATER MAIN Date A r. -
VCP VITRIFIED CLAY PIPE Revision: FP
BY THE RIVERSIDE COUNTY FIRE DEPARTMENT.
TYPI
CAL SECTION
INTERIOR STREETS A THRU H
TYPICAL SECTION
N.T.S. i
AVENUE 48
- N.T.S.
RCE NO 677 EXP 12/31 /99 DATE
l
DANIEL J. 0 ROURKE
- - SEAL SEAL APPROVED BY: DATE 290 North "D" Street, Suite 504 SHEET NO.
1 800 227 2600 RECOMMENDED FOR FESS San Bernardino, CA 92601 I CITY OF, LA QU I N TA, CA
r _
APPROVAL I ( a KOI ve
f CALL AT LEAST TWO
tT S THE LAW . �O � J . 0 'R F - Ko0r9) Bob No. 77 : 598060X02277 Fax
DIAL BEFORE WORKING DAYS PRIOR �� \�, pG yc
WATER IMPROVEMENT PLAN : 1
t TO EXCAVATING RCE NO 44250 EXP 06 30 01 Korve File Name WATER.DWGYOU DIG y 2 ?� Z / Engineering Last Print Date 02/18/99
Q No. 47677 CHRIS A. VOGT .TRACT 2860 1'- 1
G o: q 12 31 99 m � » » A.P.N.: 649-03-35
ALA * Exp. / / PREPARED UNDER SUPERVISION OF DATE BENCH MARK.
' DATE SCALE. AS SHOWN BRASS CAP MONUMENT STAMPED PD-102-70 OF 4 SHEETS
UNDERGROUND SERVICE ALERT r RIVERSIDE COUNTY
OF SOUTHERN CAUFORNtA DATE BY MARK APPR DATE ns P _4d NEAR THE INTERSECTION OF WASHINGTON ST & AVE 50.
CHECKED BY. �Z g 7 /
ENGINEER DESCRIPTION CITY q7, CIV1� O�� , , FOR: A PORTION OF S 1 2,
EXP 12 31 99 S.E 1 4 FILE N0.
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DE F OF CPUF RCE NO 77 E 315.0 .WEST ON AVE 50, 46 NORTH .BEHIND .CURB, 6.0 SOUTH � � '
LOCATION OF UNDERGROUND UTILITIES BY CONTACTING DATE / / DATE FEB. 1 g99 SEC 29, T.5S, R.7E, SBM
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY: DRAWN BY: CHECKED BY: DANIEL J. 0 ROURKE OF PP T29860. FLUSH IN LAWN. ELEVATION 43.772
r
LINE TABLE
LINE
BEARING
Distance
L7
N677726 E
45.07
L8
N56 0226 "E
51.53
L9
800 43'42 "E
18.00
L 10
N00 43'417
18.00
L 11
N1158'41 "E
36.00
L 12
N34 28'41 "E
54.00
L13
N8976'18"W
18.00
L 14
N56 02267-
51.26
L 15
N78 01'18"W
25.63
L 16
N8976'18"W
13.00
L 17
N45 43'42 "E
4500
L 18
58976787-
1797
L 19
N79 2842 "E
25. 63
L20
N00 43427-
' 96.00
L21
N677726 "E
32. 83
L22
N89 40'45 "W
- 17.26
L23
N00 43'42 "E
73, 38
L24
N115842"E
36.00
L25
N237342"E
38.00
L26
N45 43427_
8.68
L27
1V45 V3417_
2.46
L28
N66 46'18 "E
1568
L29
N44 76'18'E
27.05
L30
N4572•34E
43.00
01
N78:3226"E
15.74
LJ21
N792842E
I 38.84
,
_ CONS TRUCT Lq D.I.P WA TER MAIN
13+0309 f AGAVE sr. 07 Rt • • STA 13+ 0
5 STA 13+50 '
-14*720 0f BOUG, sr 07 Rt SEE SHEET 3 OF 4 SEE SHEET 3 OF 4
» »
12f96.09 AGA IiE ST. 1 8 X8 TEE
0 14f79.00 BOUG, ST.
3 8 GV 13+37
5 S/DEWALK I
1 V S . W MIR ri
2 %
4
N-
AGA E ST. I..
-
- � f3f27
1 SV. W M1R. I I
CONS TRUi T 8 D.I. P. WA TER MAIN
i W 1 _ _ _ 15+03.09 AGAVE ST. 3
a i
W � ,
13 ao 5 SIDEWALK 18
14 =� 12+97.00 SIL ST.
S 1
,�
1 _
►. ►. s 8976I8 E2070o r 35 12f6f o 23 a I i SCALE: 1 -40
8
W 1 SV- W// MTR v 5 SIDEWALK I f
W - 5 SIDEWALK i + � 40 20 0 40 80
I
� (n _.., 28 12463
12f5700 6"FH ASS'Y.
O 6TYPE)� r I I •
5' SIDEWALK SEE DETAIL »D» N2 T BARREL I -1
-__
14f34 6" AS 'Y �5` SIDEWALK 12f 12f50 �; }
-� 8,12f 90 O f S/L. ST " ,� " » »
N Z (WET BARREL TYPE) 12f 42 07 Rt 1 SV, W// MIR. 1 SV. W// M7R.
14f09 `o 14+14 6 FH ASS Y. - o " " 1 ' 8 4 I I
" 3 » » " (WET BARREL TYPE) " 1 - B X8 TEE i N
(,
Q 1 SV, 4 M7R 1 SV. W// MTR. J - 8" GV I I \
N
c� 5 SIDEWALK
to '-
38 �
Q 1 34 29 � 22 I
7' if 4 I i !
W_4,1" `� �' W I I
1 SV. W/ 4 "M1R. 11f87 m w i t
7, 1 'SV• .W/3 "MTR j U h ! !
Q 90 I I
- 5' S/DEWALK 11 f82
I o 1 "SV. W/% "MAP. f f1f77 ,
0
T
Z o _ 89
CONSTRUCT 8 D. 1. P ;: O " .� "
1 sV W// MrR 18 „ �.-
- 5' SIDEWALK Q °j ti� ^
WA TER MAIN
Cr7 � - i • i l I
w
D 39
-�w i
33 30 i I.-
o t�m m k 1 21 !
13f01 "�
"S
m o » 1 o
3 0 1 SV. W% "MTR J 1 5' SIDEWALK
10
/4 V O I ,
1 SV. W// MTR. W o �t ..
m ' f1f12 11+14 I
» » =VW114
»
- 12f87 12f89 f SV. w/3/ MTR MIR
;
1 "SV. Wi4 1M1R 1 "SV. W/`3/ "MIR 'J 3 5' SIDEWALK r 11 f011+00
:.
I
O
i o0 10f62 1 "SV W/�/,� `MTR 1 "SV. W/ "M71P. h T
I V)
(� / 4 Q I i
4O 1 "SV. W /"MTR 5' S/DEWALK _
J
4 7 I o W ..
46 41 10+72 32 31 20 \_ �, o �.
c� o� o O o 3 i 25+67.40 CASS. ST. EC
18 1 1"SV, W/4"MTR „ , cV . Q _ o 7 10+00 "I" m L�..
1 +92.1 o cAss. ST. m CONSTRUCT 8 .1. P. WA TER MAIN o v S = = m ' ; I `
8 m 18 3 23+03.48 CASS. ST.'� _�'' Q v o '; ( W
11+87.00 BOU. ST. j 20+99.48 CASS. ST. EC) "' N oh, !�: o ^� _'� : _ , �'
( - 10+00 SUMAC ST. `�' 2 0 , + o d o �t , 1 0
5 SIDEWALK CURB k GUTTER 10+00 SIL. ST.
5. SIDEWALK CURB do GUTIFR ►� o I o I I- t
• . li 7, I 5' SIDEWALK R,IjN cV v •►� N •.cp ,
0 I=-
001 7
+ N
o
207. 0 S 89 618 E 16I8 �T - -
W 8 W I I --ow, �5 I
Q L S 897618 E 20 00IAR h S 89761 E 6 _..
N
- -
LOT G
r
„ „ „ _ 5 S/Dry
EWALK I CURB & -_._ _ _ _-
J STREET 8 D.1.P: , F W CONSTRUCT 8 D.l. 5' SIDEWALK .GUTTER
70 �' R CA S I A ST. RETENTION BASIN
(n WA TAR MAIN W/ ® �. w ® /w
7 5 SIDEWALK CURB &
� RESTRAINED o ^ v y � Q � � o ,� � � � I I
,� _� - NOTE:
Gj ✓O/NTS Q e� eo p i^�. GUTTER e.� ,
!� et W . = a W . ^ Z Z a� _� Q a,
1 2 ® �, �, .� „ o, .r \ `� 20' SWR EASEMENT EXIST. WET WELL PER
D� to
�+ 18 W 8 - p v \ y- ^ ®m v �" T- '� \ \ DISTRICT DWG. NO.22651,I
r CURB&GUTTER �' o Q o :`� oo •v °° 'v \ \ \ Q W ^ 3 \
�, ^ m N a; \ °O \ cy, o N ,,� 3 ,. DISTRICT FORCES WILL PROVIDE
fof82oo �, h o Rz � 13 � o T419
Q, 1 7 "� _� �- ALL NECESSARY EQUIPMENT AND
4 2"SV- W/1/" MTR O o�, `b °O N o0 0 =o o �° o ", :`� �, �.'�_ `V MAKE ALL ONNECTIONS TO MAKE
- 2 0 -� I I I ono
GRAVITY E R PIPELINE IN AVENUE 48
(IRRIGATION) oo I
• a I I SERVICE EAT DEVELOPERS EXPENSES.
+29.27 EX. 2 AIR VAC, 5 SIDEWALK - - - - ► I
+ -1.5 CLR EX. CURB do GU 7 .PROPOSED CURB &GUTTER -
Dr1USTT0��`RfTll • 5' SIDEWALK o
lCT EX. CURB &GUTTER ' EX. B & GUT7FR . l I
AV AT DEVELOPE�3rEX _ �// .
„ - - - - EX. Bunn Y VAL VE
18 RCP ----------- - ---_-_-_-_--= - - - - - _ _ _ -
// - - - - - - - - - - -_ ` - -�--- - r - -_ e B O// ...
(PER SEPA ATE PLAN S-0.0054 - _` `_ -`
r
i
„ 78f4
70+68. 00 CA VE 48 ® 36 L t A
z "
EXIST. 12 /RR• WATER LINE
D/S7R/CT FORCES TO INSTALL: • h EX/STING 18 WA TER LINE
» " ,, SEE DISTRICT DWG. NO. ;
N 70 1 - 18 X8 7E£ � `�' .�'�� SEE D/STRICT DWG. N0. 4 f
- f-- -` 1_ BFV ' 72 73 74 75 76
LO
i I
o 1 - 8" GV + - I - -�- - --;-- - -- r I - -I - I- 77 79
-I- - I 78
A T DEt�EL OPER S EXPENSE, CONTRACTOR TO CONNECT - - - - -T---- - -
» » UNDER DIRECT D157RICT INSPECTION. DEWLOPER TO EX/STING 8 SEWF , SEE
AVENUE 4$
DETAIL D // MAINTAIN /NSTALLA 110N AREA AND INSTALL FINAL PA 19NG. SEE DISTR/CT DWG. N0.22651 "
N.T.S. 70+ „
10+00 BOU. ST. i
i.I /r
i CVWD DRAWING.A P VAL
Date ,
Check ;
j 02/24/99
Recommended.
Direct of E ineen R.C.E. No. 29572 ; .
.DWG. No.
I
Approved. 24222
8 Gen=ral Manager -Chief Ehgineer R.C.E. No. 23078
Date A r.
• Revision: PP
• I
i
I
•
290 North "D" Street, Suite 504
1 800 227 2600 RECOMMENDED FOR SEAL SEAL APPROVED BY. DATE SHEET N0,
APPROVAL ?itof ESSIO/yq
• San Bernardino, CA 926D, _CITY OF LA QU I N TA, CA ,
I CALL AY LEAST TWO O J . O ,
Korve _ - X
ITS THE LAW . � (909) 884 4777 (909) 884 2277 Fo
DIAL BEFORE WORKING DAYS PRIOR
F Karve gab Na. 598D60XD WATER IMPROVEMENT PLAN
1 .4
YOU DIG ! TO EXCAVATING G RCE NO 44250 EXP 06�30/01 a Engineering Korve File Name WTR-3
- 2 2 a� Lost Print Date 8 99
Q NO: 4�6�� 02/1 / TRACT 28601-1
M o m CHRIS A. VOGT
12 31 99 Jr
A Ex . / / PREPARED UNDER,SUPERVISION.':OF 'DATE A.P.N.. 649-03-35
_ � P * BENCH MARK. STAMPED PD-102-70
DATE _ SCALE AS SHOWN BRASS `CAP MONUMENTS E
UNDERGROUND SERVICE ALERT
_ OF 4 SHEETS
OF SOUTHERN CAUFORNfa DATE BY MARK APPR DATE p NEAR THE INTERSECTION OF WASHINGTON ST & AVE 50.
RIVERSIDE COUNTY
CHECKED BY. S'� L �Q0X�� 1
-ENGINEER CITY q7 CIV1 , , , FILE NO.
BEFORE EXCAVATING, THE CONTRACTOR 'SHALL VERIFY THE DESCRIPTION F �� 315.0 _.WEST ON AVE 50 46 NORTH BEHIND CURB 6.0 SOUTH FOR. A PORTION OF S 1 2, S.E. 1 4,
LOCATION OF UNDERGROUND UTILITIES BY CONTACTING DATE � �•• RCE NO 77 ' EXP 12/31 /99 ' ' ' //
. DATE FEB. 1999 T.5S R.7E BM
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNED BY, DRAWN BY. CHECKED BY. DANIEL J. O ROURKE OF PP T29860. FLUSH IN LAWN. ELEVATION 43.772 SEC 29, , S
24
222