4217`'L
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With proper. validation -
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this' form. constitutes an
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encroachment permit
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CITY OF LA QUINTA
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APPLICATION FOR PERMIT
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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
i t
Subdivision Improvement Permit — Class III
DATE: August 26. 2004 Minor Improvement Permit Class IV
Avenue 54 East and West of Jefferson
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
to supply water for .firs ( p appropriate)
PURPOSE OF CONSTRUCTION Sketch attach construction tans if
protectton TM 31627
DESCRIPTION .. OF -CONSTRUCTION Install 1_gstub-out,
1 - 12`"'stub-out, 2-16" stub --out connections and
remove existing 8" detector check and vault
DIMENSION OF INSTALLATION OR REMOVAL as needed.
SIZE OF EXCAVATION, IF NEEDED as needed
APPROXIMATE TIME WHEN WORK WILL BEGIN - 10/04,
APPROXIMATE:TIME OF COMPLETION 12/04
ESTIMATED CONSTRUCTION COST $ 60,3000.00 - -
(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
Coachella VAlley Water District, P.O. E 1-0"5$, Coachella 92236 760-398-2651
Name of Applicant (please print) Business Address Telephone No.
Sandra Villalobos
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.
Received by _
Recorded by
ti
$ No fe,e
Date
0710
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4217
PERMIT VALIDATION
PERMIT NO. ! 7
.DATE APPROVED J
EXPIRATION DATE
DATE ISSUED C/2
By
Administrative Authority
Telephone: (760) 777-7075
t
PERMIT NO.4217
CVWD/Valves for Fire Protection/Tract No. 31627
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 (SSPWQ. 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.
3. Prior to performing construction work, the permittee shall call the City at (760) 777-7089 and request an
appointment for a preconstruction meeting with the City Inspection staff.
4. This permit is not valid until the permittee "submits, to the Public Works Department, an approved
traffic control plan at least 2 weeks prior to start of construction.
5. The permittee is required to provide an informative message board (approved by the City -Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic, delays.
6. This permit or copy of it shall be.on the work site for inspection during the actual work performed.
7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day, and more
frequently,`if required.
S. 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 lst 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.
Note: Construction work (including setting up'traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
9'. Work within 500 feet of a signalized intersection shall be performed 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.rn.. The Permittee shall contact
Special Conditions. Page 1 of 5
r
PERMIT NO.42I7
CVWD/Valves for Fire Protection/Tract No. 31627
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
thcintersection is to be alteredin any way.
10. 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.
11. 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 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.
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 two (2) travel lanes of paved surface shall be
maintained at all times.
12. Prior.to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee'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.
13. 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.
14. 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 Permittee'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.
Special Conditions Page 2 of 5
PERMIT NO.4211
CVWD/Valves for Fire Protection/Tract No. 31627
B. Backfill materials shall be brought to or maintained at 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.
J
, 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.
E. 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.
F. 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.
G. 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..
H. 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.
15. 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.
16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
17. Access and egress to all local properties shall be maintained at all times.
18. 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:
Special Conditions Page 3 of 5
PERMIT NO.4217
CVWDNValves for Fire Protection/Tract No. 31627
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'l" 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.
C. Permanent pavement replacement shall be installed using a- City approved '/4" max medium
asphalt concrete as the base course lift and a City approved %z" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in'place during the.
trenching operation located adjacent to the.trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City.approved C2-AR-4000
j asphalt concrete mix. The width of the cold milling'area shall be as follows: '
� y
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane:. three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing. street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 1/4" 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 not be left <.
0.10' low in anticipation of grinding and capping. .
F. Any existing lane'striping or any existing detour lane striping affected bythis 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.
19. Permittee shall permanently'stabilize any and all soil that was disturbed as a result ofwork performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
Special Conditions Page 4 of 5
PERMIT N0.4217
CVWD/Valves for Fire Protection/Tract No. 31627
20. 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 'subj ectstreet, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
21. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
22. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay, costs, costs or expenses in law or equity that.may arise out of work under this permit.
23. If it is the intent- of the permittee to cut the pavement' and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
r
i
Special Conditions Page 5 of 5
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4217
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
'surface unless fitted with smoother -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 operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contractor 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 (7) of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and iwork areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include 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 OPERTATIONS: 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:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations 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.
® R3 UTILITY 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 ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A'* ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/d") 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 ( ** N/A'* ) 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 two and a half inches (2'/2') of A.C. paving on (** N/A'*) of class (** N/A'* )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times. I I I
.
❑ R10 SOIL STERILIZER: The area to be. surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 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 or 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 included shall be completely tied out so they may be readily and correctly,
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 clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut 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 or 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 one -thousand feet (1000') 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 and adequately consolidated backfill. Ant 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 on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%)shall.be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (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 not be less than ninety percent (90%) 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 continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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 Sections 6.3.001 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 two inches (2") of SC7800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 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.
® R23 STREET RESTRIPING: Where street striping is still visible on street 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 permitte 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 it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or
equivalent tot 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.
I '
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- •
_... _. AVENUE 52nd AL �, 2 .N;•' , ,.. , _ . ,. _ General District Notes for
11'r-n `%ITY OF LA QUITA
IN TH.::
Domestic Water
. • ..� 53rd AVENUE :_; ..,.,..
_.
lion of
f t true, d construction hall conform to he Stand Specifications ns for the Cons
1. All materials an o s and S cific o
s
tens Standard Specifications) of the Coachella Val Water District (CVWD).
. •. Domestic Water Systems ) le ( ) ....
Y i P Y
54th AVENUE •.
v
DE'N'CE
Unless modified b the Standard Specifications, the standards of the American Water Works Association
TRACT NO...
s _
shall to all materials and construction methods.
AT PGA
WEST
all aPP1Y
31627THE
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p
- • o . � •� � , g 2. All work shall be ins ected b CVWD. ;The charges for inspection shall be in accordance with
o '
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<' ••. CVWD's Regulations and Standard Specifications:
• cn
-+ AIRPORT BLVD.
AR TRAC�
'.. a re' NOr� a(B27
3. Work performed without inspection shall be rejected.
4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Streets ;
® _ _ _ _ _ _ _ _ - - - - - - - - - - - - - `� - - - - `- - - be brought to s ade, sew e and gutter installed before pipeline isinstalled.
_ _ _ _ _ shall bough ubgr sewer installed,
and curb b f
-------------- ==----------=-----------=--------------------- ------
. ..- - • I
, 5 All connections to existing facilities will be made y CVWD at the owner's s expense. Sixty days
5.�4 t h A V E• N U E_ _________ _--===
58th AVENUE -_-_ _------- - - - - - _ - -- -__ -- __-_-__ -____- -- notice required.
�• -
I - - - 6. The separation between :: er and sewel facilities shall be as specified in CVWD StandardFH
;
VICHITY MAP II
1. I�( - _
I FH Drawing No. W I.
,. I
_ III : FH
E
I
I - ... NOT TO SCALE • � I I _ _ - _ _-_ ._ . __ _. LOT 62 .. ;y� ,
II I ul I - 7. Contractor shall contact CVWD s Chief Inspector at least 48 hours prior to start of construction to
II I IIII N O R C! U I ROP. SIVWD
arrange a preconstruction conference.
IIII TH •ESIDENCE I DRIVE
a II I10000000
IIII I n tool shall be pulled through the pipe during the progress of its assembly to
IIII I / 8. An approved cleaning P g P P g P
remove dirt, rocks or foreign materials.
R/W ° 31' R W ll
00 11 I 11 \\ FH w W I , / / 9. No water or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewalks °
15.5' 11 I II \\ v I 20 2 / without prior approval b CVWD. All in -tract streets shall be paved with asphalt concrete pavement.
.15.5' 7
11 I\ 9 Z 01 1 I 18 19 �/ // P PP Y P P
111 1 1 Ijl \ �� w v �� 22 F 10_ These plans may be subject to review and/or revision by CVWD if construction has not begun within
CONSTRI�T;J 12 FH CONSTRUCT 12
/ 12 months from Date e°Approval as shown in CVWD Drawing Approval Blocks.
1
11 1 \I \ 6 -
\ 11 1 DIP WATERMAIN �, DIP WATERMAI V WAT . ,, AER
WAT : MAIN, -PER' '
\ w 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction
9nao aooee \ 11 1 \\ 16 9VWD \,'V. ,No'
11 \ \ 1\ I J 23 12816 conference. Only materials on the approved list may be used. List shall include quantity, manufacturer,
3' COVER FROM 5' 6' model,e an other pertinent data.
FINISHED SURFACE DEPTH VARIES
\I \\ \\ I I 11 U TR U GT 8 it •, sir d r ertine d• E
15.77' TO 4.51' \�\ \ \\\II �► 5
\\ \ \\12. Contractor shall schedule his construction activities dailywith CV`VD's Chief Inspector between
CONST.12" OR 8"� EXIST. 18" ACP \ \\\\ FH � DIP*TERMAIN EXIST.'' V , SEWr • ,• aninspectoror
�� CONSTRUCT 8 WATERMAIN PER \ \ \\,� - F / PER C WG. 3:30 p.m. and 4:30 p.m. for the following working day. If CVWD is unable to provide
DIP WATER MAIN VCP SEWER � 1 \ � w
. CVWD DWG. No. \ � \� \� FH
\ \ � No. 127 � inspectors, Contractor shall reschedule its «rock for anther time.
12727 25
TYPICAL STREET SECTION .�� 4 12 I 15 If Contractor elects to cancel scheduled work vVithout notice to CVWD, Contractor shall be charged one hour
EXIST. 15 VCP \ \ t� F
(PRIVATE) SEWER PER CVWD of inspection time for each day of occurrence.
N.T.S. DWG. No. 12747 \\\ \ t? HE T 2
\ \\ \\\\� l3. Contractor shall call Underground Serrice Alert at 1-800-422-4133 at least two working days prior to
MH No. 1 \ \\
26 / N, start of construction. j
EXIST. 12" DIP \ \\ \ '�
\ \ \ \\ \ 13 114 f 14. Curb and gutter shall be in place before any domestic water pipelines are constructed.
WATERMAIN PER � \ \ \\ \ \ s- I
SHEET
CVWD DWG. No. \\ \ \ \\ \ �� 27 --
W 12455 \ \ \\ \ 2 - n '
\ \ \\ CON JTI \ V SpecLl Construction Notes
r
\\ , DIP ATERMAIN J� _
0
9� \� 28 In locations where the water system is to be installed in corrosive soils, the following
,
_._-- _ .._ __�_ -_ - --\- \ __ _\ _,_ _.. -- � � ., - - _- _ ��.._..• , c�n':�' shad apply,,
_ ESTIMATE OF QUANTITIESrJ
•
\ \ 1. All pipelines to be CAL. ductile iron pipe.
LANDSCAPED � P P' P
12" DIP WATER MAIN WITH POLYETHYLENE ENCASEMENT 1,642 LF �\ \\ \\ \\� RETENTION
\ \ BASIN / �� 2. Pipelines to be installed with a minimum of 48 inches of cover at
FH 9 29 ,�� �� �`L r final grade.
2
\ \ \\ \
f \
320 L \
8 DIP WATER MAIN WITH POLYETHYLENE ENCASEMENT \ \ \\ \ w o o
\ Q �
, 3. Entire system to be staked for grade, alignment, substructure
A I\ / cy, �ti ` 0
\ location, service location, fire hydrant location, detector
12 DUCTILE IRON GATE VALVES 12 EA
check, tee and gate valve location.
8" DUCTILE IRON GATE VALVES 5 \\� \ \\1- 3 30 p �j'` �O� 4. Cut sheets shall be supplied to the Chief Inspector prior to
\ \ / a, construction.
STANDARD (6"x4'x2 1/2") FIRE HYDRANT ASSEMBLY, WET BARREL / �,
(W.B.) WITH BLUE RETRO-REFLECTIVE PAVEMENT MARKERS 19 \ �t // 31 I/
\ \ / � Cp'� S. Final grades shall be established and curb and gutter installed.
y \ `Q \ FH �- before the installation of the pipelines, services, fire hydrants
\ \ // and detector checks.
18" x 8" REDUCER 1 EA ` \ \C' // T. 1T A
• y V ) WATER R 6. All fittings to be OM ductile iron.
I 1 g" x 12" REDUCER 1 EA X
.�� d \\ \\ \�\\ \ / CVWD DWG No.
i Q/ J ,� •t' \ \ Q 12815 7. all pipelines, fire hydrant runs, '-`ec'or check runs and service
\\\ \\ I run* to have polyethylene encasemeu:..
\\ \ / t3, All fire hydrant runs and detector check runs to be CML ductile
1 34 EA SERVICE ��+�v,��� \\ \\ \\\ \ / LEGEND
pipe.
NOTE: ALL WATERM'iN VALVES, FITTINGS, AND FIRE `�,� �` \\ \\ \\ M.H. gutter shall be in lace before an domestic water
I PROPOSED V.C.F. FEWER SEE PLAN FOR SIZE 9. Curb and P Y
V SEEWEIR are constructed.
HYDRANTS T•' BE POLYETHYLENE ENCASED. k� r� Q� \ \� \ \ \�\ \ 1 FHI EXI VCP S - ( )
.o~ 5 �► „ \ \ \\\ \ - - - - - -- �D DWG. ,
\\\ \�- _ _ I I 1 No: 12795 g I certify that the design of the water system in Tract No I is in
0\-_ _ - - - - - - - / f 1 -..--- EXISTING V.C.P. SEWER (SEE PLAN FOR SIZE) accordance with the water system' expansion plans of the Coachella Valley Water
BASIS OF �A`° ,\ \\ \\ \\\ \ District and that the water service, storage and distribution system wiH be adequate
; I \ �� CVWD j FUTURE WATER •,1AIN (SEE PLAN FOR SIZE)
\ \ \ \\ WELL SITE ' SERVICE to provide water service to such tract. This certification does not constitute a guarartee
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE CF AVENUE 54 AS \ \ \\
\ No. 67 < that it will supply water to such tract at any specific quantities. flows or pressures
SHOWN ON PARCEL MAP NO. 20426, FILED IN BOOK 129, AT PAGES 49 THROUGH 55 EXISTING WATER MAIN (SEE PLAN FOR SIZE) for fire protection or any other purpose.
OF PARCEL MAPS, RECORDS G RIVERSIDE COUNTY, CALIFORNIA, SCALE 1" =100
,_ _' t� z AT (STRICT
--- `BEING NORTH 89'30 13 EAST, ! : / Date:-1 <
100 , 50 j 0 1C0 200 400 \ ; �� COACH_.LLA VALLEY. WATER D
--�By
J �� 6an�ef CL
E. Fans I,..
HYDRAULICS \ / J J Director of Engineering
STATIC PRESSURE = 71.49 TO 72.79 PSI
s
R.C.E. No. 50846
PEAK DEMAND PLUE 1500 GPM FIREFLOW = 51.10 TO 36.92 PSI NOTE,
2
C_V.W.D. DRAWING APPROVAL LU
Co CATL 3
1. PROJECT STATIC PRESSURE IS 71.5 TO 72.8 PSI 4 l
10
cn.aa .�lae , 29 AP R L C
2. ALL WATER WORKS MATERIALS HAVE A WORKING
` OF 150 PSI R.ca,.+m,ne.e: � .�.�. N. �.� °w`�.
RATED PRESSURE Q
7
APPROVAL ENGINEER'S VERIFICATION ,or• ,�,ti.a:_� QIG,NEER R.C.E 31Ys.c 3148,
a X` F o tL
COUNTY OF RIVERSIDE I VERIFY THAT THE DESIGN OF THE WATER SYSTEM IN INDEX AP //` 5 w Re - DATE �.
ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED Q
DEPARTMENT OF FIRE PROTECTION BY RIVERSIDE COUNTY FIRE DEPARTMENT.'
W.
BY:
4t Z%%_49:f_e
TITLE: STANLEY C. MOR DA E
R.C.E. 20596
DATE:
•' � ` ry`k IN THE, CITY OF IA QUINTA, STATE OF CALIFORNIA
PREPARED UNDER THE DIRECTION OF: Y ,,..,.'
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE k M o �: a-�ae�y..�a
OFESSJ
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
Q� �Nq
`� WATER ItVIPROVEMENT PLAN T
I �� F,`t C....
WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE - �, F` >lv D O K J t N SH , . C7
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED ', w � �O � � A .: � �wA � �,> •>> � � `-��;. t-401S /� j�n
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �Q G' f a _; � ' 7�'%% TRACT NO. 31627
• N WITH PURSUANT THERETO AGREES' CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
THESE PLANS OR PROCEEDING H
- � �' No. 20596 �' � � �t �t� #� �k+ � � �i � ;' s c H u � T z �elx: ��m-�» O
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT W 0 m
'a, ,, OF SHTS.
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL d Exp. 9-30- 5 DATE: Z
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO *� CJVI L �* (� $ SURVEYORS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM q� A PORTION OF THE NW1/4 OF SECTION 16 Q
MEASURES TO PR
OTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE F OF CALIF SCALE: SEE ABOVE BENCH MARK: PD-103-3-70 Fo. t . 0. O.330' FILLED W/GONG. IN 5
A SITE. IT HALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE S ANLEY C. MOR EXP. DATE 9 30 05 O.C. CONC. COLLAR DN. 0.6', 330' NORTH OF C.L. INT. OF T.6S., R.7E. S.B.B. & M. ,
UTILITIES OR STRUCTURES FOUND T THE S E S
NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.ASHINGTON STREET do 52nd AVENUE & 6.2' SOUTH OF PPS 98927D. ELEV. 540.t10
RESPONSIBILITY TO NO E 0 S DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E.RCE20596 DATE: SEPT., 2003 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: NADADOR, LLC W.O. NO:
CONCERNED BEFORE. STARTING WORK.
1: \ 58800\ IMPLANS\ WATER\ WAT- 01. 5/04
i A `_
_ 29.38 EXIST.
22+
SIDEWALK r X6"TEE SIDEW CURB
.�. ,
1 6" FH ASSEM
BLY WB EXIST.
& GVTT7=R
9
� Z 0•
Z
1
.38• . - _ - •.... ' � � RESTRAINED JOINTS .., •
. ,.,.. co �
t �o n
.. . "
,
m ON 46Lt/QI. m rn LOT
m
m
O
y 0 0 _
0 POSED
'
• � � PRO
��
o. `1- _ .�
500
.� 0 2 1 3 R - + o-
O ti �, 2 „ ,45 P) LL.
+00,
40 62
q
C� 2 cow °` \ Z 49 VERT. °BEND .. 5=0.005 i
12" - SEE DETAIL L
,�� �� •w -60 TR ..: X •34 w 495 23+50.87 -
-
4
,
n 0 N5 o : 18" BLOW -OFF PIPELINE QO+55.91 12" MIN.
ONST. 12 DIP WATERMAIN
C I OS6 61 81 -
• BEND i 18' S.D
0 1 4 _
�� 0 _ 123+_ 1 G-950 DR 25 PR165 t
CASEMENT
49� �S• 12 11 497.54 INV. 496.03 INV.
f j�
S
00 ,
POLYETHYLENE EN Z 23k66.,2 - -
W POL -_ - _
00+ T RT _ - BEN4
5800 2" - ERT WELL
. _ p B�.N �,.� __ 45 v i
_1
D N
7 0 1 -1P
,
4 S 48
r - I
`.
9s �F 64
495. SITE 3
3+67.11
- �0 00 = ND - \ -45 VERT: SEND 6 } $ m w I
1 45• -__ ___ _
4 ART 497:47 TP 25+30.00 I__._ m- -- __ __ Co-m�� �E h _. -� _
gs 00 TP BEND ` o _ -- — VERT. BEND ` v' + M L
90
zEE
\ 24+05.24 - 45 o
22 00+72 \ i 1 00+00 ; 493.92 TP o u 2 "
4 /''� p ..
00 - N 2 -11 1/4' BEND
V
B
491 5 VEPT 0Ox \ d $ N g x
00 TP BEND SEE DETAIL E';$ N i., �$ �-'Ea rn N
a 25+01 x�9 ���� \\ ! 00+55.91 + 1 + 1 0 + i + + r
ONST. 8 bIP WATERMAI N
C , oo ,
11 1 4• 6'3 +6, } 18"SD-496 10 INV $ .-� $ _ $ -- $ N --
W POLYETHYLENE E E N C A S E M L N T 23 D F'�' l�` j PROP. 6' WALL
>>`'�s� 004 STORM DRAIN CROSSING DETAIL
�, 3.s-74.13
- o 9, 1�2.22 ° STA. 00+oa To 0
l a,k f F, r ��Sxo ��B i - 1 2• BEN p
DETAIL_ E,
HOR• 1' 40'
, J` VER.
p24C> x \
i
RESTRAINED JOINTS °
• �? cn�0 /�a `° °� os / / / RESTRAINED JOINTS
-
J� 6' PERIMETEF W'AL M
25 X �, G�j \ E / o muj
M.
2 5• Na�Seo SEE DETAIL 'F' a. a ►- �
10+30 TO 10+40 >
247x0.25" STL CASING o m c� z o M o 0
w w o �.-. a� ` a� - rn PROPOSED FS � $ + C
26 I 6' ch� / / a �/ i / 10+00.00 O t 1 1 N M '�o •r M 30' �__—_ _ -50 0
x / 5�1� ' DISTRICT FORCES TO INSTALL
t or o 27 �� n� F, i/�C1 -/ �GQ 18"x12" TEE, (2) 18" BFV,
�s� o� oti�� / `��G �s s (1) 1r GV AT DEVELOPERS m _
cps uo • k '" J o titi , . / EXPENSE. CONTRACTOR TO n
CONNECT' TO 12 G.V. UNDER { a rn S=0,
M.
DIRECT DISTRICT INSPECTION.
.r �. T S=0,0041 0045
r
o ,h if MIN.
\ o x / / EXIST. SURFA E _
\ o s y /'LOT J �� / '� 20' CVWD EASEMENT '
RESTRAINED JOINTS NOTE: NO TREES OR PERMANENT - "- " - `-
R \ of ��_ _ _ �' ,`X /A/5500
��a / / XIS ,--'� TA. 0+00.0*0 TO STRUCTURES SHALL BE LOCATED o:o PROPOSED FS 'Sp S�•\`�'
` 28 \ !i CQ o. L� j 1w 6 .�._._-GA _-.�A• -.�. ..�L r _ u. ., / - L-' __�.._ -. N\3 II m 30+96689-
.: �, H. - _ EASEMENT AS SHOWN - -- - . -_ I�'�M" _
STA. 10+73.17 r iTh;�� C�nc EASE o g� - qD _
_-
s=0.0000�
gIz
�j `moo Goo\\ s o F, 0 3 / / EXIST. 18" ACP WATERMAIN M
o
oo Goo o\\ / / PER CVWD DWG No. 12816 NOTE: S=0.0000 ^ $ $ g
A� m ��, - N 4 3 �9. / DEVELOPER TO MAINTAIN INSTALLATION a _ __� _ _.,__ - 495 - ..��
os f6� Fy o \\ O �� 55 47'3C!' �a / / / AREA AND INSTALL FINAL PAVEMENT. __ _ --- - _ __
} 9
m O i 34 25.09' / M m 3
EXIST. 8" VCP SEWER. m
�\ '`Q N a
ync�` o my \\ / 42 oo / / PER CVWD DWG. No. 12800 ,� 5
29 x
,�o� �c ��,�— �� CONST. 12 DIP W/�TERMAf 1 1
t O N
,
ENCASEMENT
' -' � � N ---------- - 490 STORM DRAIN CROSSING DETAIL
v� POLYETHYLENE LY ET H Y LE N E E N ___ . _ ___..__ ._ _� _ - _ ___ +�.
o
M.H..- 0 STA. 30+88 TO 31 +02
RESTRAINED JOINTS DETAIL 'G'
y PERIMETER WALL CROSSING DETAIL HOR t' = 40'
o
VER. 1• = 4'
�xLA N STA. 10+00 TO 10+73.17
o
�� m m +
<<N /
.� �� //� �d�o��< /� /, EXIST. CURB N N E•.. -
c� / &GUTTER N � ®;NAIL
HO
VER. 1 = 4.
` / � / � x PROPOSED FS + � `� + 1
rn M 'h rn
S N N ��
/ .
.� 500 - �✓3k ,0 5� ,
_� M 90 1 f9tJ EXIST. PERT ETER WALL
CA jgD.
0� p
S=0.0053 'ti z S=O. 53
/ S=O.00
23+61.87 -
_ -EXIST. WALL FOOTING
z -11 1 f BEND
_ laJ �V.W.D. DRAWING APPROVAL
m +
1' MIN. DATE
SCALE 1
"=40' N CLEAR 29 APRIL 04
STEEL CASING•
r N04li 2C x 0.25r owc na.
„ tD • �.:_ .. i 1 T MAIN R n.c.E „.. 508"
pi
ll
40 20 0 40 80 120 49 - - !Q - co �,
ri'�rn 3/8'
_. :; ....; r i v�i �' STEEL�STTRRAP N!�ss "^e. CC.*RA w+aax-a.eF c»cr+¢x R.c.E 31489
23
STEEL BEAM BETWEEN
DATE APF'R.
BLOW —.OFF PIPELINE CROSSING DETAIL PIPE JOINTS 1/a xt/2r STEEL DR
STA. 24+50 TO 24+74
WELD BAR TO - -
BEAM (TYP.)
x NOTE 1: NO SPIRAL WELD CASING ALLOWED.�
DETAIL L
NOTE 2: ALL JOINTS WITHIN CASING SHALL BE FUMY RESTRAINED.
BASIS 01= BEARING
HOR. 1' = 40'
THE BEARINGS SHOWN HEREON
ARE BASED ON THE CENTERLINE OF AVENUE 54 AS VER. t' = 4' PERIMETER WALL SLEEVE DETAIL
SHOWN ON PARCEL MAP NO. 20426, FILED IN BOOK 129, AT PAGES 49 THROUGH 55 N.T.S.
OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA,
BEING NORTH 8 9'3013 _EAST.
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
PREPARED UNDER THE DIRECTION OF: =x < ` = M O 2 3 e -fig A„s�es'.4�
PRIVATE ENGINEERING NOTE Q�oFEss�oN L°'� WATER IMPROVgzmEMENT PLAN
UNDERGROUND UTILITIES q sHT.
D0KICN j� f�
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ��� ��,F-� LjO�F`y TRACT NO. 3162 ■
R STRUCTURES REPORTED BY THE OWNER OR CO 7�-771-�13
ALL UNDERGROUND UTILITIES 0 ACCEPTED CONSTRUCTION PRACTICES, CON TRUCTION CONTRACTOR WILL BE N ti� �� ` f-
ARE INDICATED WITH 08 SITE a 5 C H U L 4 z 750-771-�!!73
THOSE SHOWN ON THE RECORDS EXAMINED 0 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J _
OTHERS AND REQUIRED T
F No. 20596 �" m = - OF SHl
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING c� D
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING OFALLPERSONS PROPERTY; THATTHISDATE: HIE IRS
THESE PLANS OR PRO d* Exp. 9-30-05
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY
TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL a ®� $
OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE 1J �q C!�{l- �P PD-103-3-70 FD. t t/4" O.D.LP_ FILLED W/GONG. IN 5• PORTION OF THE NW1/4 OF SECTION 16
RESULTING FROM EXISTENCEWORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO A P
THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS MNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM TF' cA`�F SCALE: SEE ABOVE BENCH MARK: T.6S. R.7E. S.B.B. & M.
REPORTED TO bEFEND, INDE
IS REQUIRED TO TAKE DUE PRECAUTIONARY I O.D. CONC. COLLAR ON. 0.6', 330' NORTH OF C.L. INT. OF _
EXAMINED. THE CONTRACTORANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE STANLEY C. MORS EX DATE 9 30 05 WASHINGTON STREET e$ 52nd AVENUE de 6.2' SOUTH OF PPS 98927D. ELEV. 540.110
TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CE OF WORK,ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. GATE DATE: 003 FOR: NADADOR LLC W.O. N0:
MEASURES CONTOUR DATUM IS SEA LEVEL PLUS 500 FEEL TO AVOID NEGATIVE NUMBERS. •
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S FROOM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. R.C.E.R.C.E: 20596
OWNERS OF THE UTILITIES OR STRUCTURES FROM DESIGNED BY: DRAWN BY: CHECKED BY: f:\58800\IMPLANS\WATER\WAT- 03.
RESPONSIBIUTY TO NOTIFY THE
0 .� 48
R _ f
CONCERNED BEFO E STARTING WORK.
MEDIAN , . .,�.. _
s•12'3v"w / 1 SERVICE _ - r = 498.23 TP
37+24.71 495
-
-11 1 4'
��
10Zr-1 1
SEE DETAlL J N � — �
37+07.95
18" SD-494.05 INV. N o 0 36k8� I o ��rc
>> 31 N 1 0.g �k9
it j 1, 6k5� 51�s
PERIMETER WALL CROSSING DETAIL
+ 0+60.02
PROPOSED �5 . �, STA. O 0O TO -
PERIMETER 6'` �O �, 1 DETAIL K
WALL ` k F X n c9-vIV ` c, i y) tip
ion
V ' HOR. 1' = 40'
�; � cp � "0 � SCALE 1 =40'
TRACT s � \ � � � � i
BOUNDARY �� x'\h,�� o,'\ p0v GG `9 l� N22 024
ti
`�' ^`'� \� o W
co
� y � 6.10' l 40 20 0 40 80 120
EXIST. CUR o �s v' a p3 y EXIST. PER EfER WALL
& GUTTER r� ^� ^� ^ o o �? x o 5�•= .n
r O S�J •` ,� `T o� 3 4� 32 3$ 1•
EXIST. CURB i 1� NBA �, r r t.
f 20 CVWD EASEMENT EXIST. WALL FOOTING
& GUTTER _ _ �` \ C� �2�� ,' b M, q,� �� / NOTE: NO TREES OR PERMANENT
I ICI - �= /1%STRZ
;ccUCTURES SHALL BE LOCATED
WITHIN CVWD EASEMENT AS SHOWN 1' ► !N.
`t
LEAR
EXIST. 18" ACP WATERMAIN STEEL CASING CL
\ / \i .� 1Tx0.25'
\ / PER CVWD DWG No. 12815 It MAIN
EXIT. �.� \/ J86 3p. N ���h� / SEE DETAIL 'K' l 3/8" WIDE STAINLESS Z
E PRO SIDEWALK \ / S f N 55'4T30" / 1 C+26 TO 10+36
STEEL STRAP w
.i -HST 16.0s' -t i » sTEEI E1 BETWEEN _...
T- E- / 1 c� x0.25" STL. CASING C,V.W.D. DRAWING APPROVAL
C O N S T. 8 DIP W A T E R M A I N PIPE JOINTS K
LIJ
20.3s' � . � 10+00.0� 1 /4 x 1 /2' STEEL BAR � _ a«e �°`
•r C}NCk�, !
•�: ��,\S � / WELD BAR TO
N / DISTRICT FORCES TO INSTALL) BEAM (PP )
29 APRIL 04 �
POLYETHYLENE ENCASEMENT
N 'o' 18" x8" TEE, (2) 18" BFV ANC `A,
w v', r�' P _ NOTE 1: NO SPIRAL WELD CAS'.NG ALLOWED. - a.Co",,,,«w.r. _
i - 1 V ATDEVELOPERS EXPENSEI / 0. N. n.
O 8" G +NOTE 2: ALL JOINTS WITHIN CASING SHALL BE FULLY RESTRAINED.
CONTRACTOR TO CONNECT TO 8" G.V. .o„a,., %30 �.,
i CP SEWER �' - EXIST. CURB UNDER DIRECT DISTRICT INSPECTION. =o(t- «,� -a+U p*W*ZR n.CZ ra I •f j; 0 31490
EXIST. 8" v ST PERIMETER WALL SLEEVE DETAIL • `
PER CVWD DWG No. 12799 / &GUTTER RESTRAINED JOINTS N.T.S. Lu
are APPR. }-►
EXIST. 8" VCP SEWER STA. 1 0+00.00 TO NOTE:
<
/� PER CVWD DWG No. 12799 STA. 10+60.02 DEVELOPER TO MAINTAIN INSTALLATION -
BAS OF BEARING AREA AND INSTAII FINAL PAVEMENT.
i
ui .
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF AVENUE 54 AS EXIST. IT ACP WATERMAIN
SHOWN ON PARCEL MAP NO. 20426, FILED IN BOOK 129, AT PAGES 49 THROUGH 55 PER CVWD DWG No. 12815 S13
OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA,
BEING NORTH 89'30'13" EAST.
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REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * Ip LA IN IN M R S L (r`II a 0 m C Il IRS SURVEYORS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, 'INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM qJ CwIL A PORTION OF THE NW1 4 OF SECTION 16""
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE F � \F SCALE:. SEE ABOVE` BENCH MARK: PD-103-3-70 LA i 1/4' O.330' FARED W/CONC. IN O {�
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