5234T-At!t 4
ENCROACHMENT PERM
PUBLIC WORKS CONSTRU
Finance Revenue Code E-1
:FE7B08 2007
CITY OF LA atlim-r.
For the construction of public or private curbs, driveways, pavements, sidewalks, p a r k i _ng76T's'-",-"-� �Ten
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
and other like public
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV'
DATE:February 2, 2007
LOCATION OF CONSTRUCTION (Street address or Description): Santerra TM 32225: 58" and Madison Street
PURPOSE OF CONSTRUCTION: Onsite and Offsite Water and Sewer Imp; and Dry Utilities
9E
DESCRIPTION OF CONSTRUCTION: See plans
DIMENSION OFINSTALLATION OR REMOVAL: See plans
APPROXIMATE TIME WHEN WORK WILL BEGIN:February 15, 2007 TIME OF COMPLETION:April 15, 2007
ESTIMATED CONSTRUCTION COST: $185,940 (Wet) + $77,570 (Dry) = $263,510 . (Including removal of all obstruction,
materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS: 1V&e--b PIZ-4--"11 M 7-4 . - /
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 at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all appli ble rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this -work.
-)7-3
I ,
L -� "t�-
=241
Signature of Applicant or Agent
G5 Enterprises - Greg Lamarca 6347 Di Vita,Way Carlsbad, CA 92009 (760) 802-4888
Name of Applicant (please print) Business Address Telephone No.
J.P. O'Neil, Inc. - Orlando 77-810 Las Montanas Rd. Ste. 201 Palm Desert, CA 92211 (760) 343-6591
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
101885
City Business License No.
Scottsdale Insurance Company CLS 1105467
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$7,905.00
$ 100.00
$0
$0
$8,005.00
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5234
DATE APPROVED:
EXPIR,UION D Z-C�Z)61
BY:
Administrative Authority
j
U1111
Purpose of Construction (i.e.-'Rough Grading, OffsiteStreet etc.)
oFIFS j � a- 4 S Itz, 6a—
Description of Construction (i.e.: See Plan Set No. 01234)
Dimension of Installation or Removal: 9CPv- PJ
Approximate Construction Start Date:
Approximate Construction Completion Date: tyl Z.00-1
Estimated Construction Cost: $ �26, o 7_-�
Estimated Construction Cost shall include the removal of all o6structions, materials, and debris, back -filling; compaction and.
placing permanent resurfacing and or replacing improvements
ContactName: (OfLeb LAM.A-A_Ctl!� Phone Number: '7�o -6o Z - q9 eg
Name of Applicant/Owner: C,��p616 C
Applicant Address: LOR�4 rAnAs_mot
Applicant Telephone Number: ::I Logo — L4 9, Q 9 -
Applicant E-mail Address: a r-g,, I omcr cz_ A) S f3C, (a Loj3p<L. IjE�T-
Name of Contractor:
Contractor Address:. '-70'
Contractor Telephone Number: 71 — 2-7-,?<
Contractor State License Number:
Contractor City Business License Number: F
Contractor E-niail Address:
10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PR0yrDED -4
Applicant or Contractor General Liability Insurance Company:
tj�j&c�_ ( e- �y\5j,--6Lvxc_.e_
Applicant or Contractor General Liability Insurance Policy Number:
0
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
5-01 L)
Office Use Only:
Assigned Penruit Number.
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
? D,
(I 7_12- U
FOR PERMFF.doc
Off Site Improvements
Improvement Description
Street
8'Meandering Sidewalk
Storm Drain .
10 1 if " rU
Totals
Standard 10% Contingency
Total Construction Cost
Professional Fees &'Plans, Design.1 0%
Professional Fees, Const 10%
Bond Amount
Performance Labor & Materials,
$
199,041
$
199,041
$
39,12 1.
$
39,121
$
925
67,925
$
50
66,550
$
3473
$
13,473
$
2,000
$
388,110
$
386,110
$
38,811
38,611
426,921
$
424,12.1
$
42,692
$
42,472
$
42,692
$
42,472
512,305
509,665
J. P. O'Neil, Inc.
Dba: Resort Conununications
Date: 1-2-07
ProjectTitle: Santerra
Tract Number: 32225
CVWD Approved Drawing Numbers: 35442 (Sewer) 35440 (Water)
Owner Inforination:
Villa Sienna, LLC
9434 Tea Tree, Lane
San Diego, CA 92127
Greg LaMarca
760-801-4888 Voice
760-931-1206 Fax
Contractor Information:
Skye Construction
2240 Encinitas Boulevard, Suite D485
Encinitas, CA 92024
Mac Stead
760-594-2282 Voice,
760-454-1872 Fax
Contractors License 854569
Subcontractor Information:
J.P. O'Neil, Inc.
77-8 10 Las Montanas, Suite.201
Palm Desert, CA 92211
Alan O'Neil
.760-771-2295 Voice -
760-771-6556 Fax
Contractors License 863550
Type of utility to be constructed:
Sewer/Water
77810 Las Montanas Rd. Suite 201, Pahn Desert, CA 9221 1 Phone (760) 771-2295 Fax (760) 771-6556
CA Lic.836807
www.resortcommunication.com
JA�j.30'2007 .08:37 7607716556 Reb*ortGommunication .#4094 P.001/002
I —
:-
E:
7
so", MMUNICATIONS
T WEVE GOT YOUR BUSINESS WIRED
77-810 Las Montanas, Suite #201
Palm Desett CA 92211
phone 760.7711.2295 fax 760.771.6556
JP O'Neil, Inc.
Dba Resort C0U=L111iCftd0n%
-/I Ca�ifoiwia Carpotation
FACqTMJLE TRANSMITTAL SHEET.
N A NiV.:
. Daniel Mdkn:�,uel, Orla&h) hudiwo
City �11 .4 'PAWI&I — Pmblir T1/`MkS 1 30-07
FJMX NUMULIE: TOTAL NO. 01; VAGM 1N(,1.t!r)TMC, COVER:
760-777-71-55 2
PJ JONF. NITMI1r-.R: Al;r r:AX:
760-777-7047
IM:
SdMte"U PtVjed
TITTtC.-,r-.NT FOR RUVIEW. PIXASR P.LLASE"JKLPLY 11 I'LF.A.SF. RFCYCi,F7,
Heir am. the esfiviazer ql'awx ar lalk-ed about #Ws;,?rojy,7r?g.
r'lease lelme Aw )zz, ifyott harw azy questums
7 hanks!
Orlando Buduan
Pryeel Manqgrcr
(70) 771-22957
Fax- (760) 771-6.5.5(5
Celk., (760)34.3-6-.5.91
F-maik abud1lan
77-810 I.AS MON]"A S ROAD SUITE 201
P A LM D ESER'f, CALI l---(MN I A 92.21 1
TELEPHONE: (700) 771 2295
FAX: (760) 771-6556 1
"JAN.'30'2007 08:37 7607716556 ResortCommunication #40,94'P.002/002'
......... . .........
10-411 A I'M I P�A� t.
J.P. O'Neil, Inc.
dba. RcSDrt COMMUI-11CArIons
77-8 10 Las Montanas, Suite 101
Palm Pesc.rt, CA 92211
(760) 771-2413 Business
(760).404-134-8 1 lax
Daidel Vallenzuela
FROM:
Orlando Buduan
RE:
Santerr-A — Estimate of Off -Site Underground Construction
DATE:
1* 30-07
. . .................... ...
I Iello Daniel,
Here is nur offisite undeigrounid constLuction cost br&-ikd4)wyv
Wet Utilities: $185,940,00
Dry (Ifiliti(s: $77,570.50
Please let me know if you have -any clucsticnis,
Sincerely,
OrLando Buduan
Project Mlltvagcr
JP O'Neil, Itic.
760-343-6591 Mobile
t
City of La Quinta
The following General and Special Provisions are attached'to, and made a part of
Permit Number 5234
The fbIlowing shaft 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 Tubber 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 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 sea] coat 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 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-OFMAY CLEANUP: Any surp lus 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.
DEMATER 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 andemergency 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 shaH 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: (Substructur es) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permiftee 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 permitlee shall notify all concerned utility companies of the proposed work.
El R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
Wth 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 (%") 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.
C1 R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter NIA feet shall
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 Y2") 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.
RI 0 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
Z R11 COORDINATE WORK: The proposed work shall be subordinated to arly operation, which the State of California or City of
Ea 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.
El 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 detrim ' ental 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.
C3 R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (T) 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.
R1 7 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 SC-800 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 a nd compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) 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.
0 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 RES TRIPING: 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 maintai - n 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.
PERMIT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utifities/
Tract -No. 32225
In addition to the standard permit conditions, the following shall apply:
I Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (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. This permit or copy of it shall be on the work site (usually the job trailer) for- inspection during the
actual work performed.
3. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so fi7orn the Division of Industrial
Safety pursuant to 7-10.4. 1.
4. Prior to performing construction work and closing.any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least 48hrs prior to. work and request an appointment for a
preconstruction meeting with the City Inspection staff. The following items (but not limited too) are
requested at or prior to the preconstruction meeting:
a. Traffic Control Plan
b. Schedule of the Construction Activities
c. Contractor constructing the improvements and owners representative
G5 Enterprises and/or J.P. Oliver, Inc., hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. 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
eqi4ipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October I st to April 3 0: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May I st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Workshall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (i.e. any 4 lane street) before 8:00 a.m.
Special Conditions Page I of 7
PERMIT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utilities/
Tract No. 32225
8. 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.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
fr equency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
10. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building comers, and they shall
state the horizontal location relative to building comer and the elevation of the top of hub next to the
lath.
11. Pursuant to Section 14.16.110 of the -La Quinta Municipal Code (Ordinance 10 § I (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.
12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following: .
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes.
13. Any land on which Williamson Act contracts apply shall remain undisturbed.
14. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing th e area, and
removed immediately after the construction completion date.
15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I (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.
Special Conditions Page 2 of 7
PERIVHT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utilities/
Tract No. 32225
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
16. 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.
17. 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 sl�all 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.
18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test locatioh/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
19. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans.. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors' & omissions by the architect or
engineer of record.
20. The permittee is responsible for obtaining a valid separate permit from the California Department of
Transportation Department (CalTrans) or any other agency such as City of Indio, Coachella, County of
Riverside, ...etc, if any of the work or traffic control devices extend into the CalTran's or other agency right
of way.
21. This permit is not valid until the permittee submits, to the Public Works'Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
22.- Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30
p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m.
Special Conditions Page 3 of 7
PERMIT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utilities/
Tract No.32225
23. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer 1) of the private land owner Whom is being
encroached upon.
24. The permittee shall haul all offsite debris to a certified landfill.. Prior to hauling debris, the perinittee shall
inform the City (Inspection staff or 777-7047) of the name and location of the certified dump si te.
25. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer 1. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
26. If public traffic lanes are required to be closed, 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 or
parking on the paved FJW.
27.' Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
backfill compaction within street rights -of -way shall conform to 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 viajetting or flooding or other means shall be allowed. It shall be the Pertnittee'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 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 pr6gress 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.
Special Conditions Page 4 of 7
PERIVHT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utifities/
Tract No. 32225
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 3 00 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. bome by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
28. 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 bac'kfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Pennittee, 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.
29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
30. Access and egress to all local properties shall be maintained at all times.
31. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § I (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 I " 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
Special Conditions . Page 5 of 7
PERMIT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utilities/
Tract No. 32225
Specifications for Public Works Construc ' tion. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, f6r 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 City approved 1/4" max medium asphalt
concrete as the base course lift and a City approved Y2" 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
asphalt concrete mix., The width of the cold milling area shall be as follows:
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.
0 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 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.
I
32, Permittee shall permanently stabilize any and all soil that was 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.
33. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10. § I (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.
34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions Page 6 of 7
PERNUT NO. 5234
Santerra/Onsite & Offsite Water and Sewer Imp., and Dry Utilities/
Tract No. A2225
35. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
I delay costs, costs or expenses in law or equity that may anise out of work under this permit.
36. If it is the intent of the permittee to cut the pavement and have it restored by a third. party, the
pen-nittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 7 of 7
'0; -7604541872 -SKYE.CONSTRUCTION I
1 .18/2007. .:15'.3 PAGE 01
FAX CGIVER SHEET
SKYE CONSTRUCTION INC.
Phone 760-594-2282
Fax 760-454-1872
2240 Encinitas BlvcL STE D 485
Encinims, CA 92624
CA License 4 854569
Date: January 17, 2007
To: City of La Quinta
Attention: Daniel Valenzuela
Fax: .760-777-7155
Phone: 760-777-7047
From: Mae Steid
Total number of pages including cover 4
RE: Venizon plaDfor imt 32225 Santerra
I will also be installing 10, Gas and Time Warner conduits. I can hand deliver these
drawings to you as dicy are to big to fax. Please call tne if there are any issues
Thanks
Mac SLcad
Skye Construction, Inc.
Cell 760-594-2282
I
veriZon
CALIFORNIA, - INC,
ROLE34
TRACT 32225
SANTERRA SUBDIVISION
0543-3PFAOAB
LA QUINTA, C.A.
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— — — — — — — — — — — — — — — 4'PUM LOT T
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- — - — - — - — - — - — -
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COUNTY RIVERSIDE ASON ISSUED BY: DATE MOVED NOTICE OF DATE MOVED
RETIREMENT Rd PERMIT ON JOB: OPER. DATE: OFF JOB:
DISTRICT PERMIT #:
Valve(s) Required Yes El No
FALM DESERT LA (b -7
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FEET TRACT # 32225
Reviewed By:
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YEAR C.P. IN ALLED: CREW FOREMAN
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SEWER IMPROVEMENT PLANS FOR
LA Q UINTA
TRACT �No- 32225
IN THE u"ITY OF LA QUINTA, STATE OF CALIFORNIA
THE E 9 OF THE E. X OF THE SE X OF THE SE 9 OF SEC77ON 21, T6S., R.7E., S.B.B&M
R/W 58' R. 0. W R1W`
MINITY JVAP 54' 2
N TS ____ �t
10' ALI.E. 27' L 27' 1
It-10, P.U.E L
ABBREVIATIONS:.
N NORTH RW RIGHT-OF-WAY PAD I PAD PROP(
.r JQY J1 0 -.r 1 3 -0 10 9 51,
OF5N
3 9 1 40441 4 2 4 3 SPACE
SHEET
-N 7-
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28
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27
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J. I MAX J. I MAX 8" D. 1. P. WA 7ERLINE
S SOUTH SW SIDEWALK
2% MIN 29 MIN
(POLYETHYLENE ENCASED),
E EAST
TYP TYPICAL
3' MIN:
W WEST PE PAD ELEVA 71ONS CO VER� t CONC. 6' WEDGE
WA TER CURB & GUTTER
25
AC ASPHALT CONCRETE TC TOP OF CURB
(TYR) SEE DETAIL
C&G CURB AND GUT7ER FL G FLOW LINE OF GUTTER
4
H PRC POINT OF REVERSE CURVE
DEP T 77-6.0
ESM T EASEMENT PCC POINT OF COMPOUND CURVE
D 24
7EM4 &WA DRE
DIR DIREC77ON FG FINISH GROUND
NTS L 0 11
EA EACH FS FINISH SURFA CE
sTA 1+oaoo To i+5o.00
4 7'
EX. EXIS77NG PCR POINT OF CURB RETURN
IE INVERT ELEVA77ON BC BEGIN CUR VE 5 23
LA T LA IERAL EC END CUR VE
LF LINEAR FEET R I, LT RIGH I, LEFT MH #6---.
MAX MAXIMUM FL FLOW LINE 22
NO NUMBER PL PROPERTY LINE
N TS NOT TO SCALE CEWERLINE
PROP PROPOSED FH FIRE HYDRANT ASSEMBLY 0
PUE PUBLIC U77LITY EASEMENT ST LT S7REET LIGHT & PULL BOX
21
L 11 T� 12
WNERI 4,5,8
1 7
0
RIW
1�07
NAME : G5 EN7ERPRISES, INC. lip' R.O.W_
J
ADDRESS : 1603 7RASKE ROAD 20'
ENCINITAS, CA 92024 PROPOSED IMPRO VEMEN TS EXIS77NG IMPROVEMENTS (5EE PLAN SET NO. 00036 EFR4
LANDSCAPE C
TEL : (760) 04-1031 FAX (760) 634-3117 EASEMENT 12'_, 19' g, 91 34' 12 1 8
NEW A A VE E�T OR it
A. C. M FXIS T111VIO 20 .1�1
0: RIES SEE 0 �p P PLAN L 0 7' 13
E LA E
S V y 6" MEDIAN 'Cti
ASSESSOR S OIL N - VA HE 2
J. 11 MAX 4514
1. 57. TO J. 07.
762-240-15 X/57/N1/1
8' MEA NDE 111 N1, I i G �'
6" 101DIAN CURB OF'
TIN"3 9
SIDEWALK ERP'
27. MIN. NFVV AS OCCURS 19
SEPARATE PLAN 4� 1 MAX 8' �,,IFANbi_, /NG'
DESCRIPTION
LEGAL 8 CURB & GU T.
&
PERMIT S101,
7'
L--/iV/3T/N1- PAVEVENT
THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST
!T,
1.5" X 18" DEPRESSION REMAIN I .
QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 21 MH 15
PROPOSED 18*J ZPROPOSED 18"
ADJACENT TO CURB __f 18
TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO WATER DEPTH STORM DRAIN T168.0 !./.0 CONDUIT 10
-f X67/NG CV0.
MERIDIAN, IN THE COUNTY' OF RIVERSIDE, STATE OF VARIES .3' TO 4' 4 '18" SF[AIER FjV. L 0
8" CURB & GU T MADSON STREET
CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF PER CVVV0 1,3,111i�3 466,7
PER CITY OF L. Q. M78
SID. NO. 202 PROPOSED 8" SEWER-1
amim 6mo
PER CVWD DEP7H VARIES 17
UTILITY AGENCY INFORMATION FOR: STA 102+44.24 TO 108+08.95
12.54' TO 1J.15' STA 109+32.95 TO 113+75.36
WATER: COACHELLA VALLEY WATER DISTRICT .........
760 398-2651
SEWER. COACHELLA VALLEY WATER DISTRICT .........
�760� J98-2651
-Zn'Z 7*7,c:-' 16
r1j
E 7
MYTING MEDIAN
I
E IS77N
XIS77NG 18"
S
SE R FORCE MAIN
DIST DWG. NO. 13037
EXIS77NG R W
PROPOSED
8 - D. /. P. WA 7ERLINE
(POLYETHYLENE ENCASED)
PROPOSED
8 - D. I. PWA 7ERLINE
(POLYETHYLENE ENCASED)
RIW ---- ---------- 40' Raw R�W
2 1
36' L2'
10' P. U.E. 18, 18, 10 P.U.E.
PAD p 0
J. 1 MAX -2% 3- 1 MAX
2% Am
COWR CONC. 6- NrDGE
STORM DRAIN--� 7.,' 1, 5' 6 \-WA IER CURB & GUT7ER
(TYR) SEE DETAIL
SEOER DEP7H VARIES
10.51' TO 1254'
77-do
_0d85E0CFCLE
Nrs
STA 10+64.72 TO 14+48.69
STA 15+89.79 TO 20+OZ56
M"HOLE LEGEND
MANHOLE
NO.
STA 71ON
RIM ELEV
N07E
INV ELEV
X
DIR.
INV ELEV
(OU I)
DIR
1
8+13.37
±452.00
A
439.24
-
W
435.32
N
DROP MH
4J6.84
2
9+38.74
453.00
A
440.05
N
439.85
E
1
10+00.00
452.88
A
440.54
_'W
440.J4
S
4
12+25.57
45J. 6 7
441.85
N
441.65
E
5
15+48.09
455.04
44355
N
44J. 45
S
6
19+48.09
456.04
445.63
EN
1 445.
S_
7
23+3Z 12
458.86
NIA
I Ne4�44Z55
S
-`8" VCP SEWER MAIN A. RIM ELEVA71ON TO MATCH EXIS71NG FINISH GRADE.
PER SEWER CONTRACTOR TO FIELD VERIFY
IMPROVEMENT PLANS
QUANTITY ESTIMATES
I TEM
DESCRIP 77ON
UNIT
QUAN7771ES
(D
8- VC.P. SEWER MAIN
L.F
1,524
4" VC.P. LATERAL
EA.
J0
48" MANHOLE
E.A.
7
15" VC.P. SEWER MAIN
L.F
126
H
r-Lr-(, I fTIU: Wr-UTIAL IMMIUA VIV ula I mu I ............... k OW/
GAS: THE GAS COMPANY ............................. PROPOSED 18"
(800) 427-2200
STORM DRAIN
L 0 16 12
TELEPHONE. VERIZON ................................. (800) 483-5000
PROPOSED
PROPOSED 8
CABLE TV. TIME WARNER CABLE ....................... (760) 340-1312 456,� 8- 1 1 15
D.I.P.
P'
VCP SEWER MAIN
W4 7ERLINEi
USA: UNDERGROUND SERVICE ALERT ................ (760) 227-2600
EXIS77NG MH #2
13 D. CONDUI T
& 1-6" TEE 2-R.W VALVES
LEGEND: 14 77E IN TO EXIS77NG 6" PVC FORCE MAIN
ST9. DWG. NO.: SYMBOL: R/W R/W TO BE DONE UNDER DIRECT DIS7RICT INSPECRON.
IMPRO 16 94' FU7URE RA L MH #4
MENTS.- ___PY OTHERS SEE CVWD DWG 21496
V " 1_1 -)-. - . �H
RIGHT-OF-WAY AND FLOW LINE 50' CV*D ESM'T EXIS77NG S-HEET-2
TO BE VACA70 78' RA Rl� W
3 j �fSIT A�iH 112)
L 50' 1 30"EXIST RIW Cl,L L o -r
J01
PEDESTRIAN RAMP 250 OTIB CONTRACTOR NOTES:
ml I fL
1. ALL UNDERGROUND U71LI71ES OR STRUCTURES REPORTED BY 7HE OWNER OR OTHERS AND THOSE
SEWER MAIN-8" VCP J2' EXIS77NG 447,3 L
EIR APPROXIMATE LOCA77ON AND EXTENT THE
6" SEWER TE W TH TH
604, 608 IMPROVEMENTS _-AMPROVEMENTS. I - i , .0 w ffa
%!lt- I ' LL SHOWN ON ME RECORDS ARE INDIC D
mg I ;mw./
SEWER MANHOLE EXIS77NO H
\,,PER CVWD 21496 OWNER, BY ACCEP77NG 7HESE PLANS OR PRECEDING WTH THE IMPROVEMENTS PURSUANT THERETO,
I Y �4=
SEWER LA IERAL 16�-18' W-16, 16'1 AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES REPORTED
r-�KW A. C. PA VEMEN T OR TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONIRACTOR
7RENCH RESURFACING (SEWR) 818 z A.C. 0 Y PER PLAN Is REQUIRED TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT THE U77LI77ES OR S7RUCRjRES
1 X VARIES T5 2 AND 3
DIP .1 1.5X To 3.OX SEE + SHOW AND ANY OTHER MEASURES TO PROTECT THE U77LI77ES OR STRUCTURES SHOWN AND ANY
WATER MAIN-8 iki W_ -
416 1.4' EXIS TING PA V.�,V,, NT fl ON 07HER U77LI77ES OR S7RUC7URES FOUND AT THE SITE. IT SHALL BE CON7RACTORS RESPONSIBILITY
W47ER-(VALVE)-8*' AND 18" 703 3:1 MAX TO REVIAIIN
r, _A1 1 8' MEANDERING --Tt TO N077FY 7HE OWNERS OF THE U77LI77ES OR S7RUCTURES CONCERNED BEFORE STAR77NG WORK.
LUV U
WATER LA7FRAL (I- SERWCE) SIDEWALK PER
SEPARAIE PLAN -XI 5 T 6" SEW'Irp FM E,,7ST 20" CON(,. W -- EXIS 17NG R W TX_&7_7_NG 2. CONS TRUC 77ON CON 7RA C TOR A GREES THA T IN A CCORDANCE IN TH GENERALL Y A CCEP TED
FIRE HYDRANT ASSEMBLY 701 & PERMIT IR.I?IG, LAT PER ��,VW_) Ul T CONSMUC77ON PRAC77CES, CONS7RUCI70N CON7RACTOR WILL BE REQUIRED TO ASSUME SOLE AND
FIER CW/D 21496 I)FIG NO, B265 3: b""" ----- --
STORM DRAIN GRA TED INLET 1.5" X 18' DEPRESIOSIOMN PROPOSED 15* VCP PROPOSED 15o COMPLETE RESPONSIBIL17Y FOR JOB SITE COND177ONS DURING THE COURSE OR CONSTRUC77ON OF
ADJACENT TO CURB SEWER -EPST 18" WAlf.1-V EXIS77NG 18" D.I.P THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 7HAT THIS REQUIREMENT SHALL
8' CURB & GU P�R CVWD 259,�',; VCP SENER MAIN
STORM DRAIN CLEAN OUT 77-75 WATER MAIN DIST AMP BE MADE TO APPLY CON77NUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS, AND
PER CITY OF L.Q. A WNLE 58 DING. NO. 28753 CONS7RUC770N CON7RACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
S7D NO. 202
REDUCER Nm SCALE. 1 100' PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, RE4L OR ALLEGED, IN CONNEC77ON NIH
(L0014WE4SV EXIS77NG 20" CONC. EXIS77NG 20" CONC. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP17NG LIABILITY ARISING FROM THE SOLE
INDEX MAP LEGEND STA 56+23.17 TO 59+1718 IRRIGA 770V LA T IRRIGA 71ON LA T
DIST DWG. NO. DIST DING. NO. NEGLIGENCE OF DESIGN PROFESSIONAL.
IMPROVEMEN SYMBOL B-265 & B-284 B-265 & B-284 EXIS77NG 18" SEWER
FORCE MAIN DIST J P&D CONSUL77NG MAKES NO REPRESENTA77ON CONCERNING THE ESTIMA70 QUAN7777ES ON THESE
SHEET Na DING, NO. 1JO37 PLANS, OTHER THAN THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE
PRELIMINARY ES77MA7ES AND FOR PERMIT PURPOSES ONLY IT SHALL BE THE CONTRACTOR'S
SHEET AREA RESPONSIBILITY TO PREPARE HIS OWN QUAN77TY ES71MA7E FOR CONSTRUC770N AND OR COST
SUBDIWSION BOUNDARY PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEV1A77ONS BETWEEN E577MATED
100' 0, 100' 200' 300, QUAN7777ES AND THE AC77JAL QUAN7777ES AT THE 77ME OF CONSTTUC`770N.
SEWER MAIN
LOT Na GRAPHIC SCALE: 1"=100'
COACHELLA VALLEY WATER DISTRICT
GENERAL NOTES FOR SANITARY SEWER SYSTEMS
1. ALL SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR
CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA
VALLEY WATER DISTRICT (CVWD).
112. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS
LICENSE.
3. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO
ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE
PRECONSTRUCTION CONFERENCE.
4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE
PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST
SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA.
5. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE
WITH CVWD'S REGULATIONS.
6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION
DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS
UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK
FOR ANOTHER TIME.
IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD,
CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE.
7. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED.
8. COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO AIR
11 TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE
AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE SEWER MAIN BETWEEN MANHOLE SECTIONS
AND A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED AT EVERY THIRD SERVICE
LATERAL AND MANHOLE LOCATION.
9. GRADE AND ALIGNMENT SHALL BE ESTABLISHED IN A MANNER APPROVED BY CVWD. CUT SHEETS
SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND INCLUDE THE TOP OF CURB
ELEVATION AT THE LATERAL LOCATIONS. SEWER MAIN SHALL BE INSTALLED TO WITHIN 0.02 FOOT
TOLERANCE OF LINE AND GRAbE AND NO SAGS GREATER THAN 1/2 INCH ARE ACCEPTABLE.
10. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD
STANDARD DRAWING NO. W-1/S-3.
11. NO SEWER LATERALS SHALL BE INSTALLED IN DRIVEWAYS.
12. NO SEWER MAINS SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS.
13. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT
STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL
BLOCKS.
14. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST 0
TW
WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA
NUMBER PRIOR TO EXCAVATION.
15. NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE, PLUG TO BE
REMOVED IN PRESENCE OF DISTRICT INSPECTORS.
16. THE LOCATION OF THE HOUSE LATERALS SHOULD BE MARKED AS FOLLOWS:
STREETS WITH CURB: AN "S"SHALL BE CHISELED OR PERMANENTLY MARKED ON THE CURB AT THE
LOCATION OF THE HOUSE LATERALS; AND AN APPROPRIATE MID -RANGE OR FULL RANGE MAGNETIC
MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION, SCOTCHMARKER LOCATOR (EMS)
OR EQUAL SHALL BE PLACED ON FOOT BELOW THE FINISHED GROUND SURFACE DIRECTLY ABOVE THE
TERMINUS OF THE LATERAL. IN AREAS WHERE THE FINISHED GROUND SURFACE IS UNKNOWN, THE
MARKER SHALL BE INSTALLED TWO FEET BELOW THE -ASSUMED FINISHED GROUND SURFACE.
Sanitary Sewer General Notes-Final-7/15/05
C.V.W.D. DRAWING APPROVAL
DATE
16 AUG 06
M. 1046.
35442
OATE APM
UNDERGROUND U71LI71ES PREPARED UNDER 7HE DIRECROA1 OF
BAM OF BENCRMARK IN THE CITY OF LA QUINTA STATE OF CALIFORNIA DA 7E.
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR THE SOUTHERLY LINE OF SEC77ON 21, TOWNSHIP 6 0 CUT BOX ON SOUTHEAST WNG WALL
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED KITH SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, 1. OF CANAL BRIDGE, 2 MILES SOUTH
THEIR APPROXIMATE LOCA77ON AND EXTENT THE OWNER, BY ACCEP77NG THESE V R "B SEWER IMPROVEMENT PLANS
PLANS OR PROCEEDING KITH IMPROVEMENTS PURSUANT THERETO, AGREES TO BEING MONUMENTED AS SHOWN ON 7RACT NO. 28034, PA01. - KANE EXP. DATE- 61JO107 ALONG JACKSON STREET FROM
ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES M.B. 258170, BEARING N89'40'25-E. R.C.f--. 44016 HIGHWAY Ill ' THEN 2 MILES WEST SH T
RESUL77NG FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT ALONG AVE. 50, 45 FEET WEST OF
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS Underground Service Alerf APPROVED By* CITY OF LA OUINTA No. 44016 MADISON STREET, 18 FEET SOUTH
Exp. 6/30 tO
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY '30/07 P&D CONSULTANTS OF CENTERLINE AVE. 50. TRACT NO.32225
Call:TOLL FREE 8954 RIO SAN DIEGO DRIVE, SUITE 610 ELEVATION 27.941 OF 3 sH Is.
HE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER MARK REMSIONS APPR. DATE THE E. 14 OF THE E. X OF THE SE 9 OF
MEASURES TO, PR07ECT T cm SAN DIEGO, CALIFORNIA 92108 (MEAN SE4 LEVEL DATUM) THE
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S 1-800-227-2600 - T 619.291,1475 F 619.291.1476 SE 34 OF SECTION 21, T.6S., RJE., S.B.B&M
RESPONSIBILITY TO N077FY THE OWNERS OF THE U77LITIES OR STTUCTURES TWO WORKING DAYS BEFORE YOU DIG TIMOTHY R, JONASSON, P.E EXP. DATE- 121.37106 WWW.TCB.AECOM.COM DATUM: PER CITY OF LA QUINTA
CONCERNED BEFORE STAR77NG WORK. I I DESIGNED BY: DRAWN BY- CHECKED BY: R. C. E. 4584J PUBLIC WORKS DIRECTOR/ CITY ENGINEER VERTICAL CONTROL DATA. FOR: G5 ENTERPRISES, INC. W.O. NO:
P: \[NGP'��175754-La Quinto-Modison and 58th\ll�IP-O,,V\SEWt"R�11757,Y45WT�0,1.(Y�,19 Jun 1.5, 200C 4:47prn
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Dwm No.
SEWER DATA
NO.
DELTA OR BRG.RADIUS(ftLENGTH(ft�
REMARKS
(2)
25*07'46"
200.00
87.71
8" V C. P. SEWER
(I)
NOO'00'00"W
-----
116.69
(DI
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-----
116.80
(2)
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15" VC.P. SEWER
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IRRIGA ON LA 77E IN TO EXIS71NG 6" PVC FORCE MAIN R*Wokwm, WE APM
40' of 40' 80' 120' DIST DWG. N . TO BE DONE UNDER DIRECT DISTRICT INSPECTION.
B-265 & 8- 4 SEE CVW0 DWIG 21496
40' 09 40' 80' 120' 40' of 40' 80' 120' 1 1
GRAPHIC SCALE: 1"=40' COA67RWT W VCP SBig? MM
GRAPHIC SCALE: 1"=40' GRAPHIC SCALE: 1"=40' PL M. A VEWL E 58
SCALE. 1"--40'
UNDERGROUND U77LI77ES UNDER rHE DIRECRON OF ---I --- - I I
ALL UNDERGROUND UTIL177ES OR STRUCTURES REPORTED BY THE OWNER OR BASIS OF BENCHMARK IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA D A TE:
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED NTH THE SOUTHERLY LINE OF SEC77ON 21, TOWNSHIP 6 ESS/ CUT BOX ON SOUTHEAST WNG WALL
THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER, BY ACCEPTING THESE SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, R. OF CANAL BRIDGE, 2 MILES SOUTH SEWER IMPROVEMENT PLANS
PLANS OR PROCEEDING W`TH IMPROVEMENTS PURSUANT 7HERETO, AGREES TO BEING MONUMENTED AS SHOWN ON 7RACT NO. 28OJ4, PA U1. R.' KANE EYP. DATE. 6130107 TCB AEL'OM ALONG JACKSON STREET FROM
ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES M.B. 258170, BEARING N89'40'25-E. R.C.I-. 44016 HIGHWAY 111, THEN 2 MILES WEST PRIVATE STREET '13' SH T 2
ALONG IAVE. 50, 45 FEET WEST OF
RESUL77NG FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT m I
U3 No. 44 STA 8+13.37 TO STA 12+25.5�
REPOR TED TO'THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS Underground Service Alert _�PPA614ED BY- CITY OF LA OUINTA 016 MADISON STREET, 18 FEET SOUTH
Exp. 6/30/07 P&D CONSULTANTS OFi CENTERLINE AVE. 50.
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY i TRACT NO.32225
MEASURES TO PR07ECT THE UTIL177ES OR STRUCTURES SHOWN AND ANY OTHER Call:TOLL FREE MARK REVISIONS APPR. DATE 8954 RIO SAN DIEGO DRIVE, SUITE 610 LLEVATION 27.941 THE E. X OF THE E. X OF THE SE 9 OF THE OF 3 sH Ts.
U77LITIES OR SMUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S SAN DIEGO, CALIFORNIA 92108 (MEAN:ISEA LEVEL DATUM) SE 9 OF SECTION 21, T.6S., RJE., SAB&M
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U77LITIES OR STRUCTURES 1-800-227-2600 Tly()THY R. JONASSON, RE EXP. DATE.- 12131106 T 619.291.1475 F 619.291.1476 DATUM: PER CITY OF LA QUINTA
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2 TRACT No.
CO J0096
T 7
pv-
LOT 'A' BARMSTO E
6" MEDIAN
CR
[w
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4
t
L
L
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T LRCL
SEE SHEE7 2 COA67RWT 8" VCP SEWER MA#V C.V.W.D. DRAWING APPROVAL
PL" affl-wo GRCLE Chock*& c�' 16 AUG 06
SCALE. 1"-40'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS(ft)
LENGTH(ft)
TANGEN T(ft)
REMARKS
(2)
1J*j5j5`
J86.J9
91.67
42.30
8" VC.P. SEWER
(D
N00*10'54"W`
-----
239.18
-----
N00*10'54"Iff
-----
399.96
----
(DI
N0070'54"W
-----
296.6j
-----
ZDT
2628'18"
200.00
92.40
47.04
Recommends& pewrdg -or mca 35444
Re�isions: DAIE APM
40' op 40' 80' 120'
GRAPHIC SCALE: 1"=40'
UNDERGROUND U71LI71ES BAM OF UNDER THE DIRECTION OF BENCHMARK IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR DA TE.-
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WTH THE SOUTHERLY LINE OF SECT70N 21, TOWNSHIP 6 ESS/ CUT BOX ON SOUTHEAST WING WALL
SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, OF CANAL BRIDGE, 2 MILES SOUTH
THEIR APPROXIMATE LOCATION AND EX7ENT THE OWNER, BY ACCEP77NG THESE R. `0 M ALONG JACKSON STREET FROM SEWER IMPROVEMENT PLANS
BEING MONUMENTSD AS SHOWN ON TTACT NO. 2804, A E
PLANS OR PROCEEDING WTH IMPROVEMENTS PURSUANT THERETO, AGREES TO j�;AUI, k. KANe EYP. DA7E:- 61JO107 q
ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLtSS FOR ANY DAMAGES M.B. 258170, BEARING N89'40'25-E. HIGHWAY 111, THEN 2 MILES WEST PRIVATE STREET '13'
R.C.C. 44016 0 SH T 3
ALONG AVE. 50, 45 FEET WEST OF
RESUL77NG FROM EXIS7ENCE OF UNDERGROUND UTIL177ES OR S7RUCTURES NOT M
REPORTED TO THE UNDERSIGNED, NOT INDICA TED OR SHOWN ON THE RECORDS Underground Service Alerf APPROVED BY' C17Y OF LA OUINTA UJI No. 44016 MADISON STREET, 18 FEET SOUTH STA 12+25.57 TO 23+37.12
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY Exp. 6/30/07 P&D CONSULTANTS OF,CENTERLINE AVE 50.
Call:TOLL FREE 8954 RIO SAN DIEGO DRIVE, SUITE 610 ELEVATION 27.941 TRACT NO. 32225 SH IS.
THE E. X OF THE E. )j OF THE SE
MEASURES TO PR07ECT THE U77LITIES OR STRUCTURES SHOWN AND ANY OTHER MARK REVISIONS APPR. [DA CIVI SAN DIEGO, CALIFORNIA 92108 (MEAN SEA LEVEL DATUM) OF THE OF-2—
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S 1-800-227-2600 T 619.291,1475 F 619.291.1476 SE X OF SECTION 21, T.6S., RJE., SAB&M
RESPONSIBILITY TO NOTIFY THE OWNERS OF 7HE U77LITIES OR STRUCTURES �THY R. JONASSON, P.E. EXP. D C
TWO WORKING DAYS BEFORE YOU DIC A TE. I 21J 1/0 6 WWW.TCB.AECOM.COM DATUM PER CITY OF LA QUINTA -
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: R, C. [-. 4584J PUBLIC WORKS DIRECTORI CITY ENGINEER
VERTICAL CONTROL DATA. FOR: G5 ENTERPRISES, INC. W.O. NO:
P: \ENC 'R \ 175 7, F
34-Lo Qwnto-Modison ond 6,11-51200jr �i:,39:54 AA1f PST
35444
VICINLTY MAP
N TS
O�ER /
NAME : G5 EN7ERPRISES, INC
ADDRESS , : 1603 7RASKE ROAD
ENCINITAS, CA 92024
TEL : (760) 634-10JI FAX (760) 04-3117
ASSESSOR P S PARCEL NO:,
762-240-15
LEGAL DESCRIPTION
THE EAST HALF OF THE EAST HALF OF THE SOUTHEAST
QUAR7ER OF THE SOUTHEAST QUARTSR OF SEC71ON 21,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO
MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF
QUANTITY ESTIMATES
17EM I
DESCRIPTION
UNIT
QUAN7777ES
0
18- DIP W47ER MAIN WIPOLYE7HYLENE ENCASEMENT
L.F
1,383
2
8" DIP WIER TAIN WIPOLYETHYLENE ENCASEMENT
L.F
1,323
Q
8" D.I. TEE
EA.
1
4
180 X 18" X 18" D.I. 7EE
EA.
1
5
8- D.I. G. V (EPDXY LINED AND COA TED)
EA.
6
C6)
18 " A I. B. V (EPDXY LINED AND COA TED)
EA.
4
7
FIRE HYDRANT ASSY (WET BARREL)
EA.
4
a
I" SERWCE
EA.
28
09
8" X 6" REDUCER
EA.
4
0
8" - 22 112' BEND
E.A.
2
11
18" - 45* BEND
E.A.
4
1
6" D. L G. V (EPDXY LINED AND COA 7ED)
EA.
2
1
18" X 18" X 18" D.I. CROSS
EA.
1
UTILJTY AGENCY INFORMATION FOR. -
WATER: COACHELLA VALLEY WATER DISTRICT ......... 760 398-2651
SEWER. COACHELLA VALLEY WATER DISTRICT . ........ �7600� 398-2651
ELECTRIC: IMPERIAL IRRIGATION DISTRICT ............... (800) J03- 7756
GAS: THE GAS COMPANY ............................. (800) 427-2200
TELEPHONE. VERIZON .................................. (800) 48J-5000-
CABLE TV.- TIME WARNER CABLE ....................... (760) 340-1J12
USA: UNDERGROUND SERVICE ALERT ................ (760) 227-2600
50' CVW ESM'T
TO BE, VA CA 7ED
L41
L
k. 1 A
;fW'J. 1 MAX
8' MEANDERING
SIDEWALK PER
SEPARATF PLAN
& PERMI T
1.5" X 18" DEPRESSION
ADJACENT TO CURB
8m CURB & GUT -
PER CITY OF L.Q.
ST9. NO. 202
20' 1 pa
LANDSCAPE I
EA SEMEN T J_
J.- I MAX
6' MEANDERING
SIDEWALK PER 2,X, h,,fjN,,.
SEPARA 7E PLAN 4-1 MAX
& PERMI T j
.5" X 18" DEPRESSION-
ICENT TO CURB
8' CURB & GUT �J
Put Q I r Of L.Q.
S7D, NO. 202
1.4'
WATER IMPR 0 VEMEN T PLANS
LA Q UINTA
TRACT No. 32225
IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA
EXIS77NG
78' RA
L 30' EXIST R1W
'91 30
J2'
PROVEMENT3 EXIS77Nr IMPROVEMENTS,.
IC-18' W-1 16'± Tul�E "�/w
I -NEW A. C. PA VEMEN TOR R Y 0 TNEi?s
-- VARIES / A.C. OVERLAY PER PLAN
1.5Z TO 3.OZ SEE SHE[ TS 2 AND J
PAWFUENT "I. S T 0 Tf
F0' REMAIN' 0- 0 VFRIZON
EXIST ')0" CON,�-'.
17R F�l 1,wic. L"A r, cf-P uVWD
PER CV'I)VD 21496 DWG NO. 'B26"15
UOPOSED 15* VCp \-EXIIST i8,, WAN,,?
SEWER
77-75 r � R CYWID 25
A VENUE 58
mm
0-00040 E4ST)
STA 56+2.3 17 TO .15.94-17 IR
.34' 19,
PA VEME-f TOR
A. C, 0 VE'l PLAN -VIS TINC
- VARIES SEE SHEE 6"
1. 5% TO J. 0%
6" �fFDIAN Cti,Y[I 0�,__
N[_111 AS 0CCt')R'1' TW;
in'
7' SIDIFWA-1K
70 f�'I_VAIN
PROPOSED 18 18"
WA 7ER DEP 7H STORM DRAIN 7740
VARIES 3' TO 4'
MAIMM MWET
- PER 1:,V0/f) 150,`b,
Arm
PROPOSED 8' SEWET &0013W ACRIN)
PER CVWD DEPTH VARIES STA 102+44.24 TO 108+08.95
12.54' TO 13. 15' STA 109+J2.95 TO 11J+75.J6
THE E. J� OF THE E. 9 OF THE SE 9 OF THE SE 9 OF SEC77ON 21, T6S., R.7E., S.B.B&M
-7- R C -r 3 0 1,0 t? 5,
3 9 4 1 42 4 SPACj5
F_� 4 0 L� 4_�
I E T 0i3
2
SHEETIO 28
R1W R�W
40' R. 0. W
L -r 10 27
2
59,6
2' 36' 2' 1
CIL
10' RUE, 18, 18' IO'PAE,
1 26
PRorosED
:D. 0/ _f11m r
PA
3 D PAD
WA ��&NE
3 M) X -2Z 2Z-- .3
J. I MAX
2% MIN 27. MIN
25
'MIN.
"5 CO VER CONIC 6" WEDGE
STORM DRAIN WA 7ER CURB & GUT7ER
(T�P-) SEE DETAIL
7.5' 5'
4 EXISIING MEDIAN
21 SEWERDEPTH VARIES
10.51' TO 12.54'
L 0 T 11 P-6.0
458,7
BAJMTO CIRCLE
V i
N78
5 23 EXIS71NG 18"
STA 10+84.72 TO 14+48.69
FORCE MATN_
DIST DWIG. NO. 1JO37 STA 15+89.79 TO 20+OZ56
4
U_
CONC
1730'MIN'
C R
'a 7rP CURB
L
SE
1 _t�22
EXIS77NG RIW
PROPOSED
6
18" D.I.P WA7ERLINE
(POLYETHYLENE ENCASED)
L -6r, 12 PROPOSED
45, D.I.P
1 7
f8 '-WD
I-P
_W TERLINE
A
PROPOSED 8" VCP
8 SEWER MAIN PER
SEWER IMPROVEMENT R1W RIW
58' R. 0. W
L T 13 PLANS
1457,4 2' 54'
2'
CIL
10'P.U.E. 27' 27' 10' P.
9
19
PAD
.3. -ai 3.1 MAX
MIN
2% MIN
CO VER CONC. 6' WEDGE
L 0 T 14
WA 19' CURB & GU T7ER
(TYR) SEE DETAIL
.1N
EQ
17
77-6.0
7ERR4 BOMA DRAE
N78
STA 1+00.00 TO 1+50.00
16
L 1 0 7' 15 1 12
PROPOSED
PROPOSED
12" STORM DRAIN
15
8" ALP
WA 7E
RLINE PROPOSED
z"
8" VCP SEWER MAIN
13
14 EXIS77NG
11D. CONDUIT
COACHELLA VALLEY WATER DISTRICT
GENERAL NOTES FOR DOMESTIC WATER SYSTEMS
1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION
OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD).
2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE.
3. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE
PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION
CONFERENCE.
4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION
CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY,
MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA.
5. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD'S
REGULATIONS.
6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN
3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR
INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME.
IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE
CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE.
7. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED.
8. COPIES OF THE COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TESTING.
MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE AND MID -TRENCH TESTS
SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRANT,
DETECTOR CHECK OR MANIFOLD.
9. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL
DEVELOPMENTS WITH CURB AND GUTTER SHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINES 30
INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIAL ARI`AS SHALL BE 48 INCHES. STREETS
SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE IS
INSTALLED.
i
10. POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROUS PIPES, VALVES AND FITTINGS IN THE AREAS OF
CORROSIVE SOILS ANDIOR WHERE THE ELECTROCONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PER CUBIC
CENTIMETER OR AS DIRECTED BY CVWD.
11. ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THE OWNER'S EXPENSE. SIXTY DAYS NOTICE
REQUIR i ED. CONTRACTOR SHALL START THE INSTALLATION AT THE TIE-IN CONNECTION PROVIDED.
1
12. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAWING NO.
W-1/S-3.
13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION. MECHANICAL
CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR.
14. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVC CONCRETE, AND THROUGH EACH ENTRYWAY TO
THE PROJECT. NO WATER PIPELINES SHALL BE INSTALLED UNC'.-:R CURBS OR SIDEWALKS.
15. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS.
16. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD!F CONSTRUCTION HAS NOT STARTED WITHIN
12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS.
i
17. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS
PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION.
Domes"k Water General Notes-Final-7/15/05
I
PROPOSED
WATER PRESURE NOTE:
15" VCP SEWER MAIN
r
STA IIC psi : 98 psi
LEGEND: L T 9-3
C. V WD. T
WA7ERWORKS MA7ERIALS RA77NG 150 psi FfL_0T 8
S TD. D WG. NO.: S YMB OL:
IMPRO VEMEN TS.
EXIS77NG
I L CONTRACTOR NOTES:
47,3 1
RIGHT-OF-WAY AND FLOW LINE ............................... 6- SEWER Fkf
ABBREVIATIONS: L-7,
PER CVW0 21496 _-1. ALL UNDERGROUND U77LI77ES OR S7RUCTURE5 REPOR7ED By T
HF� OKWER OR OTHERS AND THOSE
PEDE57RIAN RAMP ........................................... _vnl 1 �71�
N NORTH RW RIGH I- OF- WA Y
SHOWN ON THE RECORDS ARE INDIC70 K17H THEIR APPROXIMA7E LOCA ON AND EX NT E
71 7E 7H
TNG THESE PLANS OR PRECEDING E I PRO MENTS PURSUANT THERETO,
EXIS71NG �- .... -_ - ___ i
WA7ER SERWICE (1- SERV10E) 101 S SOU7H SW SIDEWALK - -,:_ OWNER,, BY ACCEP W 7H TH M VE
........... W-75, . W. .6,. W- 7 ....... G7E 1 k AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES REPOR70
E EAST TYP TYPICAL - - - - - - - -
IW47ER MAIN-8* DIP ....................... N-I,..W-2 .......... A VEWLL5 99 -TO THE UNDERSIGNED, NOT INDICA TED OR SHOWN ON THE RECORDS EXAMINED. THE CON7RACTOR
W WEST PE PAD ELEVA 77ONS
- - ----- AS REQUIRED TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT THE UhLRIES OR S7RUCTURES
WA7ER(V4LVF)-8" AND 18m ..................................
AC ASPHALT CONCRE7E TC TOP OF CURB 7U Kw
RES SHO AND ANY
SHOWN AND ANY OTHER MEASURES TO PR07ECT THE U71LI71ES OR SIRUC
C&G CURB AND GUTTER FLG FLOW LINE OF GURER "', �EXIS7�INGR�W I OIHER U77LI71ES OR S7RUCTURES FOUND AT THE S17E. IT SHALL BE CONMACTORS RESPONSIBILITY
TRENCH RESURFACING (WA 7ER) ................ W: .3 ............ ESM T EASEMENT PCC POINT OF COMPOUND CURVE TO N077FY THE OWNERS OF THE U77LI77ES OR S7RUCTURES CONCERNED BEFORE STAR77NG WORK.
D DEP TH PRC POINT OF REVERSE CURVE EXIS77NG 18" INDEX MAP EXIS71NG 18" C*V.W.D. DRAWING APPROVAL
FIRE HYDRANT ASSEMBLY W-33A DIR DIREC77ON FG FINISH GROUND D.LP WA7ER MAIN MAIN 2 C0NS7RUC77ON CON7RACTOR AGREES 774AT IN ACCORDANCE WITH GENERALLY ACCEPIED
REDUCER ..................................... EA EACH FS nNISH SURFA CE DIST DWG NO. 28753 SCALE- 1`_-100' DIST DWG. NO. 13037 CONS77?UC770N PRAC77CES, C0NS7RUC77ON CON7RACTOR WILL BE REQUIRED TO ASSUME SOLE AND DATE
.................................................. COMPLE7E RESPONSIBILITY FOR JOB S17E COND177ONS DURING THE COURSE OR CONS7RUC71ON OF
EXIS71NG 20" CONC. Checked* 16 AUG 06
4 " BL 0 W OFT' A SSEMBL Y EX. EXIS77NG PCR POINT OF CURB RETURN IRRIGA 77ON LA T - INDEX MAP LEGEND THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHAIJ
..................... w:.8 ............ 1E INVERT ELEVA 77ON BIC BEGIN CUR VE DIST DWG, Na AEROVEMEN SYMBOL BE MADE TO APPLY CONIINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS, AND OWG6 No.
SEWER MAIN-8" VCP ......................................... LA T LA7ERAL EC END CUR VE B-265 & B-284 1 CONS7RUCRON CON7RACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN Recommended: 35439�
LF LINEAR FEET R I, LT RIGHT, LEFT SHEET NO. PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON W7H
SEWER MANHOLE ............................................. MAX MAXIMUM FL FLOW LINE 0 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISING FROM THE SOLE
SEWER LA 7ERAL ............................................ NO NUMBER PL PROPERTY LINE SHEET COVERAGE NEGLIGENCE OF DESIGN PROFESSIONAL. DATE APM
N IS NOT TO SCALE IE CENIERLINE SUBDIVISION BOUNDARY 3 P&D CONSUL77NG MAKES NO REPRESENTA77ON CONCERNING THE E577MATED QUAN7777ES ON
STORY DRAIN, GRA7ED INLET .................................. PROP PROPOSED FH FIRE HYDRANT ASSEMBLY EXISTING FENCE x x x THESE PLANS, OTHER THAN THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE
8" DIP WA TER PRELIMINARY ES77MA7E5 AND FOR PERMIT PURPOSES ONLY IT SHALL BE THE CONTYACTOR'S
STORM DRAIN CLEAN OUT PUE PUBLIC U77LITY tASEMENT ST LT SIREET LIGHT & PULL BOX RESPONSIBIUTY TO PREPARE HIS OWN QUAN77TY ESTIMATE FOR CONSIRUC77ON AND OR COST
..................................... 100' of 100' 200' 300' F H. A SSEMBL Y PD." PURPOSES THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEWA77ONS BETWEEN E571MA7ED
LOT NO. 2 QUAN7177ES AND THE ACTUAL QUAN7777ES AT THE 77ME OF CONS7RUC77ON.
GRAPHIC SCALE: 1"=100'
UNDERGROUND U71LI77ES PREPARED UNDER THE DIRECTION OF
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR BAM !2E aENCHMARK IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA DA TE.
OTHERS AND 7740SE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THE SOUTHERLY LINE OF SECRON� 21, TOWNSHIP 6 ESs/ CUT BOX ON SOUTHEAST WING WALL
SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, &-to. V(v OF CANAL BRIDGE, 2 MILES SOUTV WATER IMPROVEMENT PLANS
PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO �1_k `0M ALONG JACKSON STREET FROM
THEIR APPROXIMATE LOCATION AND EAENT THE OWNER, BY ACCEP77NG THESE BEING MONUMENTED AS SHOWN ON 7RACT NO. 28034, PA U1. R. KANE4 EYP. LWrE: 61JO107 R. CB A EU
ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES M.B. 258170, BEARING N89'40'25-E. 0 - HIGHWAY 111, THEN 2 MILES WEST
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT R.C.I. 44016 - z ALONG AVE. 50, 45 FEET WEST OF SH T
0
REPOR7ED TO THE UNDERSIGNED, NOT INDICA7ED OR SHOWN ON THE RECORDS Underground Service Alerf APPROVED BY- CITY OF LA OUINTA ul No. 44016 Pq
7 MADISON STREET, 18 FEET SOUTH
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY Exp. 6/30/07 -6 P&D CONSULTANTS OF CENTERLINE AVE. 50.
8954 RIO SAN DIEGO DRIVE, SUITE 610 -ELEVATION: 27.941
HE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER MARK REVISIONS APPIR. DATE THE E. X OF THE E. OF THE SE X 'OF OF 3 sH Ts.
MEASURES TO PR07ECT T Call:TOLL FREE CIVI TRACT NO.32225 'THE
URLIDES OR S7RUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S SAN DIEGO, CALIFORNIA 92108 (MEAN!, SEA LEVEL DATUM) SE X OF SECTION 21, T.6S.. RJE., S.B.B&M
1-800-227-2600 C T 619.291,1475 F 619.291.1476
RESPONSIBILITY TO N077FY THE OWNERS OF THE U77LITIES OR STRUCTURES TWO WORKING DAYS BEFORE YOU DIG TIMOTHY R. JONASSON, P.E. EXP. LATE- 1213TIO6 WWW.TCB.AP-COM.COM DATUM: PER CITY OF LA QUINTA
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY. CHECKED BY- R. C, F_ 45843 PUBLIC WORKS DIRECTOR/ CITY ENGINEER VERTICAL CONTROL DATA. FOR: G5 ENTERPRISES, INC. W.O. NO:
P.\ ENGR\1757_1,4 7-F i
Ou in t M c d i s o n c n, d 5 8 t h \11 i.,M, P 0 N \'01/ A R _7 5 7"', A, W -T- R 01. d w q, 6 1 r5 // 2 0 0 6 9.- 3 6 P Iv� PST
35439
I
.
I
T T
11
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i I I �
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ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES M.B. 258170, BEARING N89'40'25-E.
RESUL71NG FROM EXIS7ENCE OF UNDERGROUND UTIL177ES OR S7RUCTURES NOT
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MEASURES TO PR07FCT THE U77LI77ES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S
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MARK REVISIONS 4 * 8954 RIO SAN DIEGO DRIVE, SUITE 610 ELEVATION 27.941 OfL 3 sHTs.
I APPR. I DATE - 4�_ IVI SAN DIEGO, CALIFORNIA 92108 (MEAN SEA LEVEL DATUM) THE E. 1A OF THE E. X OF THE SE 9 OF THE
TIMOTHY R. JONASSON, P,E EXP. DATE- 121JI106 T 619.291.1475 F 619.291.1476 DATUM: PER CITY OF LA QUINI SE 34 OF SECTION 21. T.6S., RJE., S.B.B&M , .
DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. 4584J PUBLIC WORKS DIRECTOR/ CITY ENGINEER - . WWW.TCB.AECOM.COM 1 VERTICAL CONTROL DATA. IFOR: G5 ENTERPRISES, INC. W.O. NO: . I
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