3195M!- E:r
,With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: 5/16/00
Subdivision Improvement Permit— Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 77-920 Calle En.eenaan. La Oninta
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION -Relocate Existing fire
hvdrant out customers nroyerty
DESCRIPTION OF CONSTRUCTION
Relocate fire hydrant
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 5/17/00
Sketch (attach construction plans if appropriate)
See Attached Conditions
APPROXIMATE TIME OF COMPLETION 7/10/00
ESTIMATED CONSTRUCTION COST $
(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,aris ng 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 resultjof this work.
re of Applicant or Agent
CaarhAl.la Vallev Water District 398-2651
Name of Applicant (please print) Business Address Telephone No.
same A
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 attachedschedule
Inspection Fee $
Permit Fee —0—
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ —�—
Receipt No.
Received by Date
Recorded by
-1 95
PERMIT VALIDATION
PERMIT NO. 3195
DATE APPROVED 5/16/00
EXPIRATION DATE 7/17/00
DATES ISSUED 5/1.8/00
f� By - *44-', /fir
' Administrative Authority
Telephone: (760) 777-7075
NOTE: ® `
With proper validation
this form constitutes an \
encroachment permit PITY OF
APPLICATION
LA OUINTA
FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE:
,� Q Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION - --I2 &] Lo �n`' Lynn An / n �, a , -4 41-1
(Street address or Description of Location) r
P RPOS OF ONST UCTION 949
Sketc (attach construction plans if appropriate)
DESCPIPTION OF NSTR CTI Nttfp
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN njAQ1Qe-
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
a
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 ledst twenty-four (241 hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the ermit and all applicable rules a d regulations of the City of
La Ouinta and to pay for any additional replacement necessary as the7;,
if this work.
tgnature of A nt or Agent
Name of Applicant (please print) Business Address
Telephone No.
Name of Contractor and Job Foreman Business Address
Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3°1 of estimated construction costs
Private improvements: 39 of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
it required
TOTAL:
Receipt No.
S
1,..13Fj
PERMIT VALIDATION
PERMIT NO. 3�0\15
DATE APPROVED - 'j� (I / w _
EXPIRATION DATE t)O
DATE ISSUED t? " 6D
Received by Date
Recorded by
By
Administrative Authority
TELEPHONE: 16191 564.2246
a
,y ATEq
�)STRICt '
COACHELLA VALLEY WATER DISTRICT
DEBBIE NORTHRUP
DEVELOPMENT SERVICE AIDE
P.O. BOX 1058, COACHELLA, CALIF. 92236
f TELEPHONE: (760) 398.2651
E I .
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACE94E TP ON PRIVATE PROPERTY: This permit authorizes work to'be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners.. Such authorization must be secured by the :permittee prior, to starting work.
TRACKLAYING CONSTRUCTION EQUEMENh' Cleated tracklaying construction equipment shall not be peimiaW to operate on
any paved surface unless fitted with smooth-feaed street pads: All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -fired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of, two inches (2) of A.C.
surfacing plus' appropriate seal coat as specified above. p }
PROTECTION OF TRAFFIC: 'All excavations and work areas shall"be properly lighted and. barricaded as deemed necessary by the
City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shallbe notified.24 hours in advance of any traffic detours or delineations:
CARE OF DRAINAGE STRUCTURES:, Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. •In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHTyOF 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 amid 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 bsclM.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shell
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'
accese`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
e following shall apply when indicated:
R� NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UI7IdTY CLEARANCE: (Substrucares) Prior to making any excavation within the City of La Quints 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.
C) UIIIITY CLEARANCE- (Surface Structures) No work shall be done under this permit until all utilities are clear, of the
Proposed work site.' The permittee shall notify all concerned utility companies of the. proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on - inches of class aggregate subbase course having an 'R'
value of not less than and in conformance with•City of La Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall -be graded to a slope of'.
1/4 inch to one foot (1).
R6 GRADE CEECEING: City of La Quints shall check grades upon receipt of plan' and profile and/or grades as established by
a licensed engineer..
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (—feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of IA Quints Standard #207.
R8 DRIVEWAYS: A.C. driveways shell be constructed as not to alter existing drainage pattern. Surfacing between the property
Hine and the existing road paving shall be 2 1/2 inches of A.C. paving placed on ( ) of class aggregate base.
Driveway construction shall conform to attached drawing.
®R SIGHT CIYARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOII. SM111 MU The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with. the
manufacturer's specifications.
c
1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
' IA Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
"ta forces to preclude delay or interference with State of City of La Quinta project..
(� 12 SURVEY MONUM UM: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property fines. when involved shall be completely tied out so they may readily aad correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
RI PAVINanTf CTTI77NG: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LE T OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R l BACEPU,L MATERIAL: Backfiil shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy. or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFUJ, SAND: Backfill shall be approved transit -mix and or equivalent and shall be'placed in lifts of not greater than
three feet (31 and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACIGIbM PLACEMENT- Backfill shall be applied• in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5) lifts where trenches are of excessive depths. Care is.to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
.Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
RIB COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) teat on each road: One (1) copy of each teat shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January I.M.
R1.9 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 Sectioa 6.3.01 of the Standard Specifications, Division of highways, State of
California, dated January 1973.
L12.0 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The SC400 temporary paving shell be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R2'2 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.
2 3 STREET' RESI'RIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of.permanent repairs.
R24 TM REWCATION OR REMOVAL: Tree relocation within the City of La Quint& road right of way shall be
accomplished by a licensed, bonded and insured tree service, and bandied safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the -tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shell be restricted to a maximum of 500 feet at any one time. AdE9uate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO. 3195
--- CVWD ---
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control. All areas shall be kept watered down daily including weekends.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work. site, the Permittee shall comply with City regulated work hours.. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1st 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 1 st to September 30: Monday -Friday 6:00 a.m to 7:00p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall be setup after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the. intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to .any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites. .
Special Conditions - Permit No. 3195 Page I of 4
SPECIAL CONDITIONS --PERMIT NO. 3195
--- CVWD ---
.8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the 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.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), 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.
B.: Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C: The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted iri this trial length. of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
Special Conditions - Permit No. 3195 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO.31.95
--- CVWD ---
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
G. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests are required in a given length of trench, the tests shall be no closer
than three feet (vertically) from each other.
H. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested,for compliance with compaction requirements.
I. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall be furnished to the City Inspector.
12. All excavations.within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement replacement shall conform to the following
conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural, section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of
the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench.. Verify exact structural replacement section thicknesses with the City
prior to installation.
Special Conditions - Permit No.. 3195 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3195
--- CV)VD ---
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City.approved'/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching. operation located adjacent to the trench sawcut shall be cold -milled to a depth
of 0.10 feet with buttjoint 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: two (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: two (2) 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 3/4" 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 affected by this resurfacing shall be replaced in kind by the
Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
16. Permittee shall 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.
17. Pursuant to Chapter 12.56 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
18. This permit allows for the relocation of existing fire hydrant(s) as shown on the attached plan.
19. The City of La Quinta reserves the right to revoke, 'suspend or void this permit at any. time.
Special Conditions - Permit No. 3195 Page 4 of 4
SANTA CARMELITA UNIT 10
SANTA CARMELITA UNIT No. 11
r -}- CALLE DUP.ANGO
^ oa4 52 050 N .. 137 222 N .. 223 3S2 N ,. 313 n 404 N .. 40*3 497 -, ... a9B ^ 7AS N 586 . N 575 ^_ 757 ?
p ^ .. - -. N 5`2-031 32-020 52-C35 77-775 Ai 52-017 57� 2_ 2 N •• 759 e_y N B60 N 9S2
043 N 135 F, 138 n 221 224 ti 311 31a n i7-805 52 -031- 0 0 32-031 52-OM N ^ 77-925 9_1 N ^52-015 y,
N 32 -0i5 N N -� 0, -- N N S2- 443 n 72-040 N Iv _-- a 403 ,., m 496 499 m 384 397674= 32-022
5 _
32-071 32-0/2 N N - n -- N N n _ 577 _ 759 �w
+766 H
04K 13a C 32-043 32-030 N 52045 a 52-030 N - (U ? '. 851 95J
.. n a N 32-035 52-040 N 4132-OaS N 52-U25
p 139 220 .223 310 r1
313 q-2 a06 495 a
52-o90 M -- -_ -83 p 368 " 673 O 6713 n 765 770
-� O O
N N M 52-065 52-060 N M -- o M 300
__ �--• 13' 2_06 O 2 07 954
047 m 133 13• `7 13. 13' N 13'2-050 M (O 52-055 -N 5 5 52-056 N .2-OVA N f9 _ 0 N ('1 N
_ — O ^ V S 6 �J l3 27
• S 32-IUO 01 r N 219 P.. 52 083 32 080 f 32 I 0*3 (OJ. 2 �100 P 407 a 4 301 392 389 !' 672 P 579 754 u
q 52-105 u 132 m �.32 `t03 a 32-100 CO n 227 - ' Op 3t61 n 0) a N 4n� ' ~ 52-0813 52-OBO Y 52-085 52-090 ... - �, a g2 095 52-lM6 P ♦ 863 c 930 0, f 55
Oa NI '] a N f 13, , 32-090.- 52-09t
7 A 32-I20 32-125 'a W ^, n .. 400 n 109 O 3 302 N 381 m tn 390 0' 671 2
/3' - J /„'� 0 52-t20 52-101 ;0 n In 52-105 P 52-090 '� 32-103 2 0) In 953 OJ 954 - 0 949 m 93<3.
13l 112 Q ! 7 �,/ 399 409 G 4 32-090" 52-093 32-113
D 049 Q 52-140 r 10 -" 2I8 n .228 308 717 ( '" 3A0 391 670 68l 762 772
N .. N NO S2-t25 �/ 32-120 M D 52-1 Q 52-1/0 n a�C w 503 :a 'A y - eSs 86S 948
W �, 10 32-t2t O m n 'D 52-12'S 32-I10 n 32-11'5 ? J
52-100 030 Z l30 tIJ � u � U ;.. ., .. 'D �'O 52-I05 c n .D 52-ill K f• 937
No
I` 32-133 Q 32-ISO T n 217 22. N. 307 3l8 W 398 110 (n SO4 N ;R ^
52-145 Q n �` 52-134 I` 52-163 � n 52-145 g 191 n n 32153 W 529130 I` 52145 Z '32-120 n Li -622 0 751 n - 773 933 ,o 865 Q 917 958
72-Is0 52-I25 v 2-125 -• n 52- 33-3 Q 32-340 n 52-U5 CI
051 4( 129 144 236 230 306 319 W W It F QJ
W L) 52-153 h DD 52-161 52-150 n N 32-I65 a n N = 31 n 411 490 LL' 378 393 Q .668 6A7 750 771 _J 852 967 Z 946
32-160 .. 52-165 32-170 .. O) 32-168 1p m n 0) n 52-165 72-I60 ^ tD 520 m n 0)
52-162 32-162 Q 52-t60 ^ m n n
032 128 145 213 231 705 52-I55 32-152 -.
P 52-15t 32=380 ,'f,,, O' 32-17S 32-170 r 0` E2-ie3 f P 320 396 a 412 - 303 377.1 577
-- 32-l80 �. 32-IH3 32-IAO .� P 32-183 489 P P 32-217 IRR. 2-19J ,�., 0' 394 3 16 70 f 0, 68 ` N 739 O P 77-3 Fin . .859 94-3 f 960
3 LlJ
U33 127 Lab 2N 232 304 -• 32 1 _ O .. 32-20I 52-174 P 52-175 52-174 .. P W
O (� p 321 395 413
52-990 ^ 32-190 �„ O M O (.) p 488 .376 395 666 6e.3 ^ 52-183 -. 32-205 52-2I8 ^ .. 52-I95 52-190 -� ^ O o f) M Z 759 O 775 850 944 961 0
054 12K N ^ 147 213 233 .394 4l4 '. 52 -217 -. -. S2-I9S -• 32-L90 t1_6,992-322 686 8a9 3 962
52-205 N Z 32-223 N 4H7 ^ 306 773 N ^ 395 663 52-201 32 228 ..... 77 876 ^ 32-211
52-200 .- - N .. N .. - N .. 91
^ 77-978 L
CALLE
SONORA
OSS Ic^3 (U 14B 212 234 307 323
^ 52-223 52�- 70 N ... N N 393 N 415 486 307 374 30) 111
654
N ^ 52-275 N : 77-667 N " 77-687 77-707 ^ ^ IU ^ 52-225 N 77 8641 .5 220 N ^ 32-253 8--0 N 871 942 N 963
056 124 _ 149 211 233 302 324 N ^ 52-279 (U ^ 52-301
fe 32-233 (U RI 52-207 N N N 392 _ 416 183 70A 373 399 663 _ 753 - 779 _ 1372 94l {I
N N N 52-280 N N 52-293 5c-230 ^ N 52-230 N 847
N N - N 52-333 52-230NN
52-300 N OS] a 123 l50 0' N 32-273 32-230N RI 52-295 N
M 5' 77 p M 1 _ 210 236 301 O 325 39l ,417 48s_ 309 572 K62 689 754 780
n N 52�$3 q 52-300 N 32-293 32-310 N `�52-295 N M 52-29-295 M o o .845 l
'- S2-305 M O p 940
y c N (U M 32-313 52-2t0 N M 52-2 a0 (U M
♦ 52 5 '� � P z Ll v 09 0, f 32-30] 32-0330 < 390 P 410 .483 710 371 399 65l 690 773 78l - N 3 -
SMIL32 3 0 2 3
n ^ Y 52-320 V '-- P 845 874 _
OS9 N n - 52-340 v 52-330 7 __ P f 32-337 P o 01
N 32-260 .. 32-337:
n 5.P-345 n l2l m n 523333 n 208 D) n 299 m 327 389 Op aty 4A2 Sll n ^
32-340 ^ 32-333 ' 32-330 ^ 52-350 n n - 0. 370 Co 600 n 660 m 691 732.-0)tO 782 a 044 873 938 52-375
32-363 32-350 W' 52-379 52-2H0- m In m
0� .. 32-270 ^% 2-333 (i N
120 l33 207 N '- m
J) 060 N 52-360n m ,. a 298 328 ^ 388 420 p, 569 601 639 m °'
32-377 ° ... 'D a n 1D - n 52-375 n •TU�32 2190 66
.p 72-370 ^ 48l `D 'D 312 m n.. 0 52-385 P 32-3B0 n. 'D 52 9391 5 n ,D 3 7e391 n 52-390 fn ,D 8 773
n 061q 119 t31 206 238 m 297 329 0 387 42l y s80 313 - ^ ^ v 52 3.5 V `D h 52-3fl3 - n 72-395 P 52-396 '� n 52-395 m 52-390 I` 52-39-397 360 n 602 658 693 y 730 784 H42 877 v 35 6
n .. 52-395 52-400 1` 52-395 ^ I` 32-100 'L 52-385 m �4
062 138 205 239 296 330 a _
(0 32-4IS g2-380 n m '. 32-311 n m g2-4L-3 32-a00 n N 32a13 .5 8 00 n 0) a22 479. 514 pN, 567 603 677 69/ 749 7H3
32-413 52-U4 m to 566t g2-400 m g2_411 32-4I0 n 0) 5c-417 n m Bat n _ B y
n 1kR ^ 32-426 ^ 32-423 52-a10 n a 52 i5 20 Ln a25
063 _
P II] ^ P 204 ^ 0, 210 295 ♦ 331 383 423 'y 478' 313 6 366 604 840 879 34 959
P 32-423 32-a20 P a 52- 220 P P 52-42g ;0 32-120 01 676 Y P: .693 748 Y 786
1 32-423 52-430 52-425 72-444.. P 52-445 O'S2_a
064 I1K 133 203 24l d
M O M O 294 332 3B1 42t " 177
M O M O o S16 363 603 .653 696 747 787 ^ -' •+ 32-440 .., .. .. 32-443 0: 32-435 0 32-443 M o - 32-495 52-a 33 9 880 970
r7 n ^ .' .' .. 3 16 - 3 -0.�.. �72-Ism
5. 0 3 q P I15 N Z 136 i) 202 CU C 242 n 293 3_3 !n 383 425 a76 .. -
n Z-3 463 n 32-460^ 52-490N y 32-433 77=700^ ' 7 3nS0 S2 �70N .+ 606 63a 697 787.t H3 881 71
.. 77-800 322 460N 77-842 N -' 32-493 77-920 72-48 YLNVT4 ..
v (13501)
- <t7952) <17953) v 2'CML/CMC <13300) l2'A .-1995
CALLE 6' O. LP.-92 (17953)
ob6 ON^+ N ^ ^ v ^ ENSENADA
S2-s 73 n 111 137 ra. 203 N 2a3 m N ... m N .+ 426 473 5l8 a52-5215 N -. P a m n
^ 91 5?-480 9 O 3=-323 52-500 32-325 n 779 I9R R 52 521 n 77-655 R 20. ^ 109
O f1 - 5631 �7 653 N ^ 698 7a6 N ^ = N ^ 892 S 19:31 52-723 i
J �/ 1J 1,f �,J .�J1 32-47t 72-g00 78H 837 C52 525
1 732-3t9 1 6 77-8H3 32-3201 5 =
Ob7 113 200 244 291 333 - \ 1 a
32-525 g2_500(U N (U 381 N 427 B.S.i N 319 362 608 672 599 745 789 N ^ 32-520(U - 32-345 52-340 N1^ 32-521 N 836 893 _.
y. 52-505 N. — 32-491 N g N 72 54 2 5 N 933 973
• N ^ - 30 (y ... -. 30 (U ... 32-731 (Rj
N ^ S2 3 7 N
O6P 112 15e 199 241 N 380 428 _I 13' ♦72 32d 36t 609 63I 700 741 790 83S 584 y a i
N N 52-555 P 52-560 N N 52-555 N 290 336 7 — _ _ _ 929 97a i
.1. 72-360 N 32-367 32-360 N (� N 52-523 (� N (p N 52-351 52-550 (y (U 32-333 52-560 N 52-373 N N 52-535 52-560 (u N52-565 0 CU
I 069 o 111 p 139 198 246 :D
m 52-080 N M N M 32-769 289 N M 337 379 O 429 471 p 32t 560 p 610 - 630 p 701 743 O 791 834 885 92H 975
cu 52-580 Sc'-S BS 32-582 N 32-573 N 32-563 32-580N M 72-591 52-600 (U M 32-600 N 52-591 (011 M - (UM '
52�d5 a 321 t600 0( ' 32 OS 329600 P O 32 605 c 288 P < 338 0 378 P O 430 ♦70 322 ^ 3S9 611 6a9 702 742 792 0' m
933 895 927 976
52-601 p, 32-600 .. 32-383 32-g71 32-620P 32-611ti
P'f 52-601 0) f52-6t1
N ^ a 52-Sfl0 01 .f • 52-610 0' v 52-621 •
I 071 ^ I09 r: n 161 1 6 W a9 339 .n. 52-S20 O' f ..
ih 52-513 - S2 b2^ 52-625 155 5N _ 52-625 297 W n .52-62t y 377 Op N a31 v 169 n 3 �' 378 N � N -
52-620 ^ v m __ n - 648 703 74193
0, 52-616 ^ 2-625 52-65q ^ 5-32-620 n 52-64t 2-e,! 2 g ^ 63 617 832 926 to n 1 32-373 g 0 Com m 89 —
7 - 41 m 32- o 52- 7 977 '
./^� tJ_ n 52-641
W 'D 072 I62 O ...395 249 : 286 Sao N 376 432 N 468 52♦ m N 32-631 -
•`.-6401`. 10 52-6a5 rl 'D 52-643 P 52-640 n 1052-645 m 32-6301` 'O 52-653 m n m 557 n 6t3 N 647 704 17a0 794 a 831 888 923 ^
N t " i t: d ^, '0 52-615 ! 32-630 _. 10 a 52-660 I` 10 " n 10 .. I` 1D N n Y)
U73 d07 163 P 194 0. d 52-66I 5T661 c 52-660 .. 32-661 978
n 1 — 10 n 10 250 .: 285 341 I o 375 a33 .d 467 525. - 72-661
52-645 1 _2-660 ^ 52-665 .n. 32-6So .. n 32-663 d n 92-6S5 : ;p `D n O'D n c 556 614 c 6a6 705 N 739 830 889 - 4 924 979 ~ 32-650'o 32-673 �u 52-660.- d n 10 n 0, 'D
106 16a v 1R 52-650^ 32-681 • .. 72681 '32-570 n G 1D n
074 ;0 251 284 -i 13' 1i S2-650 .-
lti 52-6b0 0) 0052-685 n W n to 52 683 434 456 N 72-683 52-651 ,., 6I5 6a5 706 73A N m 796 III
923 960
I 13' 00 I--13 m 52-691 ;D 32-680 ^ 52-637 829 D7 890 h m
13' 52-600 -. Y-6A0 .� 075 107 I65 193 252 283 343 829 89l 9
;P 52-720 M 01 r P V 374 - 437 46S 527 554 616 644 707 7 c
32-700 .. 32-703 52-700 ,. 01 52-690 P 32-703 '� P 37 797
22 991
32-703 52-550.+ P 52-701 P 52-701 52-69-690 ^ 0.52-691 52-690 - P 52-690 1 (11.3 3
192 253 282 344 O . M o 166 373 323711 464 _ M o f•i p 892 921 982 -
^ 52-695 32-725 ',M o 643 706 734 798 927
i2-70S .- .. 52 5660....E 52 1711 52-700 .+ --. f'1 O — T O ('1
52-7It 52-700 ^ 2 52-705 o
077 104 t67 �191 254 ^ ^ 52_7J0 .. 32-701 .� -. 32-733
7]-SIU 52-7a0 RI Z 5267I1 N 28, N ^. 345 372 N 437 463 528 552 6l8 642 709 735 - 799 '
t 32-710 52-700 ,•, -, 32-719 N "� 777-710 72-7oo RI 52-7 t0 N 7- N S2-7IS 7826�0 893 920 (U ^ 983
I - - 52-710 .�52-7i1
' l3'
CALLE r NOGALES -{ 13'
0-18 103 10 168 '.190 255 280 345 ,
^ 52-775 .. 10 10 37J_ ,0 438 a62 329
52-770 N 77-393 ^• .. ^ -. -- 10 531 6l9 643 734
N 52-770 (U N ^' 32-777. (U ^• 32-777 52-766 N ^ 52-775 N ^ 7I0 32-770 D ^ 800 825 D B9a 939 'D 98a
N. 079 10_ n 169 189 In 256 u 279 n 3a7 370 461 m 52-775 N... 32-773 7E-770 N g2_no N ^
32-7e3 3E -780 N QI N 41 52-795 - N QI 52-790 n N S50 n 620 a 640 711 733 801
. N N N N n1 52-793 __ N U 824 n N 895 . 918 985
Q QO 2-795 52-790 N RI 52-795 72-790 IU N N —
'0A0 (] 101 ,r 170 -- !88 257 278 348 369 139 549 32-790 1
52-799 _ -_ M -_ Z ._- ♦ 62l 1 5
.. 460 ,r !i30 Q 639 7l2 732 902
Z N S2-7yS W 5c 000 N M 52-805 52-610 N M 52-191 52-810 N p 52_78Q.N M V fS' -- W 823 f 896 917 9B6
l�: ._ r 52-795'' S�-820 N 52-815 - _ (U M 52-805 2-8U0 NM 52-BO3 ('> e z
081 % n '349.1 Z nl 52-800 N 32-803
_ l00 M 171 Q ':87 277 'R 32-600 N M32-805
r 32-813 Q ♦ __ M 258. — M 349 .0 366 M 410 � 459 ' 53I !RR - W n LU
5
52-820 N 5..-825 52-820 N 52-825 32-830 N + 52-837 52-830 N O 52-835 M M 622 ) 638 M 713 731 M 803 ,np 822 897 r 916 987 n -
32-600 IU 52-821 /U • Q N V 72-811 32-816 N a 52-BI1 M r `�,' -- M .0
092 099 Q N 32-HIl N 52-1315 (U n I72 Ib6 N 259 276 N 350 367 N 441 458 532 3a8 623 S_-835 52-840 N 5'-835 -5 11 N 52-845 N in 52-851 52-850 N ID N n 52-862 N 63] N 71s 730 80a H21 698
n Z 32-846 N 3i 027 N In 32-833 52-830 n Q N N 915 988
098 it%t _ 0 52-830 N
U83 -833 32-930 N Y152 o -� l85 ... 260 W Q Sae 72-833 _ N 32 � 52-835 52-830 N
,0 5"75 a 32-860 N 52-155 52-860 N 'D 52-865 Q 273 N 351 366 N 442 p 457 -. 333 =� 636 7l5 -823
n 52-871 52-865 W N 547 ^ Z ^ 803 52-643 [,) 52-840 f' S2-845
Z 32-8A3 OJ d 1]' ; 52-84n N 52_w4-w4S 61 10 52-845 820 N ,D 899 914 589
a C97 173 ,p Q 3' Z.
n 7£TIBS 52-880 O n .� 18a O 261 27/ p 332 Z 365 443 Q 436 33a m 3 �' 1
N 32-890 N n n o n o 346 635 O 716 729 O 806. 900 W 27' r 52-890 (U 52-893 N I` o: o
52-835 N 32-883 .. O N- a (U n (U n 819 N n 913 p 990
095 096 1]4. -183 262 273 353 Q -Zrd S 32-860 32-86R 52-860 52-860 32-967 tV n
0) 52-895 -- Q' m 522 ID 52-905 52-910 m 52-905 0, 364 P 0) 44♦ t3, 433 P co Z 545 P 62+ 634 717 72fl 807 BtA 90l 912 1 32-91U -' S2-B92 .. W .. n` 52-885 '0 g2- 4 !D 52- 7 .3 m P m c 01 991
_ 52-BB5 52-H80 ^
32-880 - 52-885 ' ?' S?_-880 ^ 0) P W
006 095 175 I82 - 263 27P 354 a In o:
P 13' — O) O' to 0' c' m 363 443 - P 454 333 W ., a
32-943 32-910 .- 72-9t-9t3 32-920 Co P Fi -- 0) P 1 0) 0, 344 00 623 633 719 c 727 808 '- 902
.3 - ^ 52-905 d -. 52 913 P m 01 m o 9tt 992
087 09a 13' d 52-900 ^ 32-905 ;0 -, P ;p m 0' 32-903 52-900 m 32-SO7
p iel 264 271 355 362 q46 q 52-900 ^ 32-903 P
,- 52-955 g2-930 n c -k.-_ O A n o n p iu 53 S36 543 26 632 719 ]26 809 a
-940 .+ .. 32-923 .A 32-940 .. ^ .. 32-911 52-920 O - O n p n O' 816 903 910 993 a �.
3c'-920 ^ 2 ., -933 52-920 ^
008 093 Q' i_ ^ 13' ... .� 32-937 a( 52- 337 m 52-920-52-925
10 -, - 80 265 270 356 361 447 O d c
ti 32-963 a `D 10 .. 1D ,,, 452 537 542 627 ^
63t 720 725 810 'D
32-930 ^ 52-962 -..+ 32-96t 52-960 .. 13' 52-940 D -' 1p .� _ 115 90a
N 089 09 n 111 176 -;U �[Y 7y 52-925 ^ 52945 ^ ^ 52-945 52-940 ^ ^ 52-945 -._ 909 994
L 52-950 W = 52-943
_ 13 269 357 360. n N 448 451 n N 538 I- 13'
-• 32-975 W-960 .- -- 52-975 32-970 N n N 541 628 630 721 72a Q
32-970 ^ - .� In N $11 Bld
266 -• 52-945 ^ 52-965 52-965 In N n N n N 905 908 N 995
32-960 .. -. 52-973
M 090 091 l77 178 268 358 .... 32_973 32-970 --+52-965
.. 32-987 13 M + .M-. 359 M 449 410 539 Sao 629
52-990 77-550 52-980 52-9fl3 77-668 -'•-' a M - O M ]22 723 el3 Y M 906 907 a M
52-985 52-990 ^ -. m o f M 812
o (16578) "' 32-995 "� 32-973 32-990 -• 32-993 52-990 ^
-fF l2'D.I.P.-9U (16579i 6.O.I.P.-90 <16-37
p _•
- T CALLE 6'D.I.P-90
-7--1- 6'D.I.P.-90 L� u L1� 1 6'D.l P.-90
�' ' I SEE DETAIL A SEE DETAIL B C H I H UAf l UA
-SEE DETAIL B
SANTA CARMELITA UNIT No. 15 SANTA CARMELITA UNIT No. 16 ,
F
NOTE'. THIS PLAT IS A LOCATION ATD AND NOT TO BE .USED FOR
LAST ACCOUNT NUMBER) '
' A SURVEY. THE. SNFORMATION IS BELIEVED CORRECT BUT
SHOULD BE USED ONLY FOR PRELIMINARY DESIGN
UPON REOUEST, AVAILABLE AS BUILT. INFORMATION WILL BE
FURNISHED 13v -E II $ Q[ T
DELETED NUMBERS: IFTAZL-01.,�._..:�..-,..DETAIL B
_-_ ,._... ,._:. -....r ....;_, .., � _-..._.-.....�.,.�e..._ h,.-...-,.,..w.,...«._,.. _ - a APPROVED'
9 JAN I99f DIRECTOR OF ENGINEERING
SANTA CARMELITA KNITS No. 10,1 1 ,1 5,1 6 a Account No.
. 0606121
6_ 6 1
aa�
6 - 6 12 - 4 SCALE BAR IN FEET:
0 100 200 400 600 800
i;
{
GENERAL NOTES 3. _..NSTRUCTZON r+aT_R rrZLL 9E FREE TO CONTRACTOR. G4at.T.TY •S Su...,E..
. D -AVA:LAB:L:. Y.. _
ALL T .Y SERVICES ARE SHOWN ON THE CONS,nUC.:CN DRa :NOS.
1. NOT LL U :�- `
CONTRACTOR T R HA ASSUME EACH HOUSE IS SERVED BY EACH UTILITY.
SHALL
c ,,. _4 _4. o c.' D:STR:CT w_r_L PSCv_„E ONE Sc� „F SURVEY 51arCc5 -n AL:wrE!v
CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES (USA BCC. 22 :3_) C.P-
T4
48 HOURS PRIOR TO COta ON AND REGUES SAID 'COMPANIES TO LOCATE AND LOCATIONS OF Fr,, ,RE YRaN : S ,»nQ OT. ER . , E. S .. . _ w5a:.. .. • _ . ER�+.,,_3
.S UCT I 1
c
AND MARK ALL FACILITIES --INCLUDING SERVICES__ 1_ 0 BE AFr_CT_D BY TO BE CP:T:CAL.
CON5 TRUCTICN OF THE PIPELINES.
i
_ __ -- a ,,. ..CN.R..C,CR SHALL NO..FY THE DISTRICT OF ..EL,r_RY ._M_-_QU:n_D .R
CONTRACTOR SHALL POTHOLE ALL UTILITIES INCLUDING SERVICES-- AT LEAST
: >, VERIFY '2' A.C. PIPE' AND `A=PURTUNANCES.
i3OGO FEET AHEAD OF TPENCHI.JG TO iER_FY LOCATION AND TO ALLOW FOR ANY _
VAT N AS MAY BE REGUIREO TO ELIMINATE `
ADJUSTMENTS OF PIPELINE ELE SC S
UTILITY CONFLICTS. CONTRACTORS SHALL PROTECT ALL UTILITIES IN PLACE. 5. f.,_ -�.JP.t..^.� _ __INt nO!�! AVE. „_ MU.,»,, r� Mom_.. ,.E.._u _.. ... .._ :.
? c c T CLEARANCE BETWEEN
A MINIMUM OF 3 FEET OF 9G:L COVER AND ONE FOOT 0 CLE ,
EXISTINGy P MAIN MUST B... MAINTAINED: %. ,.._ PnOP,,,,_J Plr__I,t_ nC�. »V" .-_s$w .� AVE. �,_n��,t .,,, .
( ITIES AND PROPOSED '
S EaVICc BY AUGUST • 1566.
e
N PIPELINES:
2.:'CGNNECTIONS BETWEEN PROPOSED AND EXISTING Z
1 I
I
• T POINT CONTRACTORS SHALL POTHOLE ALL EXISTING DISTRICT LINES A OZ OF
CONNECTION TO VERIFY SIZE AND TYPE OF `PIPE AT LEAST SEVEN DAYS _E.CR�
a I
CONNECTIONS ARE .MADE.
-
EXISTING
WHENCONTRACTOR S FEApY 70 CONNECT THE PROPOSED AND
kE. I
PIPELINES. 'CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. "
A. NOTIFYD:STRZCT 0_RA,:C S DEPARTMENT
pc N FpARTMENT AT LEAST 48 HOURS PRIOR.. --
.,
TOCONNECTION. STRICT FORCES WILL OPERATE ALL EXISTING VALVES
....NNE,. ... DI
NECESSARY TO ZSCLATE THE CONNECTION. _
B. PROVIDE PROPER .NOTIFICATION .IO ALL AFFECTED WATER USERS AT LEAST
24 H ,R PRIOR TO SERVICE INTERRUPTION.
O1 S
C . ALL CONNECTIONSETO EXISTING SYSTEM SHALL __ MADE ONLY AFTER NEW -
PIPELINE HAS BEEN TESTED,
1 PIPELINE
INSTAL 12 AC
AVENIDA
AVENIDA AVENIDA VENIDA A NAVARRO BERMUDAS
MENDOZA VILLA
I:
i r / FO B .,.-/y -
%r 60
V 2 Ica,/ I _ r
-30
et /, 3fi
,r r� A/STALIV-
G;.. 1 i - / G iH_ <SSY:.. ,•y
..�/ I i2
,� zo, 17 11l �
WATER A.
• `c ./ !�ri ISA�TPR ._
r /. OR/VE.h.4y
0 /05_ r7 ! Z 6`2N /- "Ff/. as r 7.5- - r--Ff,'G/1CR05.5/ti3
r/ _ s 7s YP14tL "p
..[r/rr I / .: 1 ... .:. r7E.••fJ✓E Ey<S7iw✓G /d i
I♦ .i,>; / TEL.R/SER
. r r i
>• /r ,Tr 1/,• TEL. R SFR � Q��•9a.
• ./ G T T T T /la` v p
G T T T _ - 6 �l ` : 1 /r,,,e-�+Eo.rE.PPL, p
..............
rr
3
� G ,err AG
: r r : / :f rr: : r •. -. - . r : r .. / / ♦ / r :. //r r r ♦ / .r. v`�. }.i� `. �;.
/ ! r / r. /r.:r: rrrr r,....r ♦ r / r /
/ i r.r rr/ i. ,r '�,' •r` .:1�s.n . ax.
.r r r :.. ,,, .. tea,.. c; aa•o
...r .,.. { .:.'Sb, .ter. ,. •?. h A , �` ,. i
/ r .r / � .fir+ r� ;: _..... ..
r � f . ✓` / � / .. f.. v
r/r�.. arr � r ,>✓r.: •..• .:%.fr.r � � ,�.: l/ _ � / i�.�. �. '((ualr•%�..•-:' <n: _ , : �
•
r
' e• , a- :;: e / : A/S ALL '/ � ?P .. i ,,- ... .. I .
G.Io.1` i:' 4 p
- • vLL
SEENoTL OCOT/OA/ .S.HOWiV /S l! - G <TE 44L t/ES f-L .
4 t C % :5 c is
-. V :-::f4:rr:: PPROX/MATE BY THE tt \ V •• T?.' Stl_�
TCe ", ri. �+. � '.. 2-G 9L/lVO ELAN6ES / %�
. I s - ::r: ;uG;•;. O 4155UMPT/OA/ T.S'e BLE : � f J
{.. '6.47E!/AL✓ES/LJr4T
:•< -':: / OGL/GlVEO W
i
\\ 'Z'%! !r/LLA/VA✓AfJ/PO_ . f V- nvs�aLG t-i,G,i frls ,\ l , - �h^`• • K
:• f.
5 CAL.
r,. _
.. ... /rr.
_ii"S� �{iY0 %i• �r/. • ,R, �Yy G. . ,,.
tr,l, •. 4
1 f 2 k
..93
... / k
... :... i
_YISED TO
JAS BUILT
,
CALLS ENSENADA
PLAT SPEE NO.
NG
G ►:"f %.{�,:•t :�13. :.xt ': •t Yfts
GVALVE c - -
--_-,_ -_ ,
_ _ •s - -- nY �-. _ _. .,,•,.�_s aw.L.EX wAtEi~ QISTRICT
DOMESTIC WATER
_ STATION oc65o
- - -- ----- - _, BOOSTER ,.
_ ,.� _ w.. _,...; ; _SUCTION PP£UNE
��
. ,s gal_ •_ ,
- K _ �_: cab. H ,:..._. .. -. -.- - '.
__ --- C E
E _ f
_ _ _ FS;F''Y1. � .£_tZ.S65, 6E ,SB '
- . v - - -r - t, i , .a17.3 pa25.0905;: W 27
» _
1 MAY Eo I 40 t3499
i
_ i I
J!-'lIV IM
IVI t_L_1 Ih1
UIVI I I U
,. ..,
SANTA CARMELITA
UNIT
No.
11
CALLE
DUR ANGO
_
- 041
S2 O50 N
"' 137
V
222
N .. 223
^
' 312
N - 313
n
404
ry y 40-5
N
497
490
0,30.5
N
386
n
P
j67
N m
932
673 N
676
043
n
135
n
N
-
52-031
.v.
m 72-020-
52-G35
n
77-775 OJ
52-017
y
N
77-805
52-031
-
52-020
759
N"
32-031
859 N
650
77-925
V
TU
971 N
^32-015
n
_
(U 5� 043
N
O.
N
138
N -'
N
P
22i
- -
^ 2N
N
N 32-043
N
P
31l
52-040
3L1
N N 32-071
Q'
403
32-042
..
N N
m
P 496
-- N
499
(U
m
P
n
381 _
387
r.
m
67/
67)
765
_ 759
..
•
P
2_p3q
a
861
52-022.
953
n
v
y
v
v
32-043
72-030 N
52-047
P
52-030 N
N
N 32-OSS
_
-0
52-Os0 N
N 32-qaS
ri
•
_
N
52-025
046
M
134 O
52-090 N
139
M
220
O 227
N M 32-065
3I0
52-060
O 3t3
ry M
102
O 405
N M
193
. 32-060 P)
300
(0
I-- 13'
3B3 p
N
788
52-065
V
6]3
678
161
O 770
v
837
962
?
954
m
-4
'-l3'
--I
t3'
-
-4
13'
S2-055
,.
92-066 (U
52-050
(U M
_
52-060 N
�V
13- N
27
"
-
047
•
a
l33
52-I00 0`
-
q 140
52-105
219
32-100
226
.� f 32-087
309
0,
32-080 ..
316
v 52-103
ru
101
`_2-100
407
O' O
P
N 494
f 301
782
0'
309
.-.I
3' 672 T
579
754
771
0'
eh
863
'950
955
L-
r"-
o
N
O
P
1
32-0H3
52-ISO ^.
52-085
52-080-
o
.. 52-095
O'
72-056 -
• -
�^
T
32-090 ..
52-091
n
132 T
52-120 -
13'
n 141
72-12-
m
4.32W
T h. 227
-
-105
J
T
^
`'/�
316.1
n -"-
,
a
..
a
-
;oo
T
^ n 408
a
493
IA
302
�
In 52-105
N
P
58i 00
52-090 -
N : 590
P
671 T
^
6B0
p•
763
-
T M
833 T
954
"
9a9
9-
'(
95
Ci
J
j/'►�
52-120
52-101
A
3�2-103
a
32-090
32-093
^
r1
52-090 -
32-093
Q
52-110
32-1t5
/
'D 04v
Q
523140 n
..
'D 142
'0
N
2I8
228
�p 52-.125
j
308 (
32-120 n
\/ 317 :.
,D g2-123
Q
399
'.52-14-I a0
409
n 32-121
'D
-
f
4� 2 N
971
.D 503
q
380
n
�/ 391
72-12'S
q
670
681
762
772
P
i
83+o
85S
J
948 ZI
I-
-
N
Z
130
W
..
..
'D
..
'0
32-I1U n
...
32-113
n '0 52-IOS
^
2 l00 �
3 - II
'D 2 1
K
n
977
030
32 133
52-ISO
]43
n 52- 445
217
229
n
?'
707
32- 7 4 'O
"..318
(`
W
398
410
10 n
(n
Q
491
304
379
-: 392
INy1
669
682
-
751
773
r853
856
Q
947
958
UI
Q
a
52-163
ar
32-Ia3
J
n
32-140
n 52-133
W
32-130 ..
n
72-145
Z
.D
'S2-130 ..
52-125
�D
`� 1` g 2-123
'O
-•
n
32-137
i
'D
.3 140 -
52-I45
Q
03I
Q
I29
216
230
306
- 319
W
397
QQQj
Q
Z
C)
T
U
52-11, u"
0) 72-I63
-1
52-150
n T 32-163
:�
n
52-150 -.
T 52-165
=
411
n T
490
T
Do
Cr
Q
378
n
393
T
d'
668
683
760
77/
J
832
967
9+6
959
C) -.
�,
32-170
- 52-1611
32-162
52-162 ^
32-160
52-I65
_
32-I60
N T -
52-150 �
T 52-IS 5
S 2-162 n
032
0` 52-151
l28
52-I80 f
145
0. 52-173
213
52-170
231
,,Q• 7�-t85 -
303 r
52-I80
320
396
• 412
V N
S07
377.t
1RR,
577
V
59/
667
68+
Q
779
777
0�t
-
859
943
960
-
7�
..•
32-1e7
32-I80
32-193
489 T
T 52-2t7
g2-I9J
0'
52-170
_
52-177
Q
e T
52-20I
T-
52-175
•
52-17a
T
a V�
053
127
146
214
232
'104
321
393
Q
72-174
..
- �]
52 190 �
32-te7
52-I90
O
52-205
M
32-2i8 ......
(
52-I95
52-190
♦
Ir) O 13
-. -.
488 O
-.
O
-.
576 M
O
666
_
Z
73B
776
=
850
_-
069
944
961
-�
3295
-
- 36a'3
32-22t
52-190
-
52-I95
-
-.
-
...
^ 52-205
21-
32 223-
N
- 322
994
N - 114
487 -,
- 306
573 F�
396
663 'N
751
777
e49
870
-
206
3 I
3 2 228
N -
.. 7 76
gg
-
7 7-978 v
-� 52 1
^ -21
CALLE
'
SONORA
O55
- 32-223
123 N
570
149
212
.
N 234
N .� 52-275
303 N
N
323
^
393 (U
77-667
415
N ^
486
77-707 ^
707
374 N
707
^' 52-225
664 N
88at
5220
N
818 N
87l
942 (U
%3
77-687
N
^ 77
32
ry 52-233
N
- 52-279
N
- 52-301
056
M1' 32-253
124 F.
N
149
N 52-287.
N
211
.. '
233
(0 RI
302
N
321'
tU
: 392
-
Il6
N N --
483
52-280 N
OA
N 52-293
573 -
52-230 N
598
N 52-333
563 _
52-230 N
N
775
52-230
-779
N N 52-273
847
52-230 (U
872
N 52-24S
94l
32-300 N
N -
'I
037.
4n.5
') 3e=d75
m
123 O
ry
170
M Sd'�95
a
u
2t0
52-300
0 236
(U 72-295
301
52-3t-310 N
323
52-295
39l
417
O (9 5 5
4114
309
M 52-305
372 0
M
662 0
689
-
O 780
845 O
940
%4
-
3
a
0
N
32-317
52-240
N M -I
52-2a0 N
-
3 0 N
2-333
I
4
• 52-3U5
'o
122
O'
-.
lit
q 52-311
209
-.
O' 23]
• 32 307
300 O'
32-330 .-
v
390
418
N f
^
83 '
5� 320
r 310
-"
371 O'
3 99
661
690
733
781
845
-
3 874
939
52-330P
9'
-
f 52-337
0'
52-260 ..
f 32-337
-
0'
^
f
1O5?0�3 5
N
^
32 740
p-523 33
n
C
209
T Pl
299 T
in 327
32-333
389
32-330
T N 419
482
52-350111
511
Y1
P
570 T
'-'
an 600
32-363
n
660
T
52-330
69t
n 32-379
732
T 782
- If1
J
p'
84s T
Y7 873
938 T
32 373
n
j
..
-.
m
52-280
32-270 -
2-333
(�
'O 060
32-377
'�
N
0
n
t20
52-360 n
..
I33
d
N
P
207
-
n �0
P
••
298
n
328
d 32-373.
n
388
32-370
420
n
Pm.
C
a8t 'D
`D 312
v
369
60l
32-365
539
n
39L
P
7S1
52-290
783
G
9
N
843
87
n
„ .D
^
.D
^
32-380 ..
l0 32
-
-
n 'D 72-39t
P
32-390 n
,D �_-373
965
,D
061
n 52-7?5
119
17s
1` 52-383
206
e'..
238
'p P
- 32-393
m
(v
297
52-396 ,_,
329
n 52-395
P
3B7
52-390
42l
n 52-39-397
180
n
313
n
v
368
'D
602
n-52-393
678
693
730
784
`D
-
812
877
^
35
967
y
..
52-400
n 52-395
m
n
•L
52-400 -
52-385
N
j -4
P
062
(0,062
52-It3
I18
52-380 n
T
205
.32-311
23v
n 0) 52-4t5
296
52-400 ^
330
T 32-41-3
386
32-400
422
n T 32-4I3
479
52-41a T
T 3t/
N
SGR1
326 00
T 320111
3231I0 h
T 694
^
7a9
T 783
841
878
+
93 n
I'
"20♦
a
.�
32-413
32-a26
.� 32-123
32-a10
T 52- t
420 -
2 2
063
0'
117
^
2s0
- O'
293
.~.
-
a, 32-423
385
52-420
423
N
N 478
52-420 0'
515
0' 52-425
a
.D
566
32-420
'.604
0'
636
693
0'
748
786
810
7
934
69
�..
32-423
32-430
32-423
32-444
0' 52-4a5
52_ a5
U64
03F-9
116 '�
153
203
211
294
-
52-410
332
381
424
-445
d
477
3l6
365
_ 1152-44
603
677
696
747
787
8_9
880
970
52=437
3
o
2-1
95
�...52-a33
00
-44i13
N
I36202
"
4'
242
R1 :32-463
n293
52-460N
333
^
in
83
52-490N7°17750-
�-_l
433
4]6 -
'
7 3T�0
32i30 N
606
63a
697
-(I3300)
77-800
52-460N
^ 77-842
N77-9
-88106
-8•
-
(13501)
-
-
m
(17952)
CALLS
6 D.IP.-92
(13499)
ENSENADA
l2' C-,19
(17953)
« 066
"32i75
m
n
N-
!14
/�/�
5?-4d09�52-500
N
'201
2a3
32-323
n
292731
f1
.
f'1
382 r N
(1
+ 4In
26
473 ^
//��
3t8
-72-323
•
n
.363 N
-
n
N
^
P
746 N
" n
♦ N
v;
..
931 N .+
72
-327067
_
A1,3)-2'CML/CMC
77-619RR32-521
77-655 8
�.J
20 {�
<J
A
09
852471
V
325300�
73293t9
r
677 883
32 320�
C-9
552-525
/�
32t500 N.200
^i2-520
214
.+ 32 -51T
291 N333
52 -340
381 N
427
B.S.
N
5t9
362
608
672
6�9
745
799
836
893
L.h-52-525
930
9]3N
ry
ry1-32-321
N
.. 52-505
•
0)
.,.
-
N
.+ 32-491
N
N
^
N
32-530 ry
-.32-3/3
52-530 N
.. 32-331
N ••
- N
068
N 52-555
P
112
52-560 ry
158
N 52-555
199
.�
32-360 N
2a3
N 32-363
290
32-360 N
316
N
380
(�
428
N 32-323
13'472 :
- ••
'
:
320
N
744
790
835
884
929
97a
N
P
I'..
-
36l ^
609
63I
700
-
N
N
N 32-331
32-770 N
N 32-333
52-560 N
N 52-333
N
(U 52-535
52-560 (y
N52-565 .
c
M 069
0
`D
111 o
-2-780 N
M I59
1` 88 p
52-580 N
246
32-369.
289 p
N
337
M52-585
379 O
522 N
429
52-575
.17i
(0
321
M 52-565
360
32-580N
610
M 52-591
650 o
70L
743 O
79l
M
834 p
B87
928 p
975
I
3c-600 N
5'2600 N
52-591
..
(U
N
r-4
-
070
• 3F-tiM15
,^,
•
Ito
0`
52-600 ^
160
♦
92-605
197
T
32-600 -
2a7.
,v
52-605
n'
P
288 T
.+
f 338
52-601
378
32-600
0 --
(y
470
322
559
611
649
-
702
742
792
ea
P'
833
886
927
976
. 0T•
m
I09
F 161
p.
-
3¢-383
^
52-580 !T
32-371
r
52-630 T
♦ 52-621
A
52-620 T
f -
a,
32-620 ^
* 72-611
v
0'
f 52-601
^
O'
f 52-611
n 52-ri15
r-
52-62(1 -
52-625
d
52-620
287 m
M 523621
3]] O0
52-616 -
In 431
2-623
v
469 T
32-630 ^
n 523
72-377
558 T612
32-620^
n 32-611
n
648 T
^
703
741 T
793
�'S2-6t7
832 m
18
92,
' I -
1 5552--625
P
..v
52-640
32-641
'
32-630
^
N
n52
6a1
W
-
'D
072
-
!y_
n
.F-640 ^,
162
.D 52-645
.�.
145
rI
249.
`D 52-647
N
P
286
52-640
340
'052-645
N
0,
376
32-630 n
432 -.
'D 52-655
m
168
--
521
52-613
N
P
557
n
6l3
m
647
52-660
704
P
_
740
L 794
2
P
a
831
n
32-651
888
925
n
-
m
0,
,y
••,
q
'D
52-661
.D 32-66t
'0
...
0
32-660 -
10 52-661
52-6a0 .. vl
978
-
073
52-6a5
i'
1
107
72-660
l63
n 52-665
,
- a
..
194
32-630
230
n 32-663
4
d
285
341
n
52-655
0
�D
375
10
" 32-630 -
433
n
52-67-3
N
467
-
n" 525
o.
-
c
- 556
614
n
6
646
70S
N
P
739
)
830.
889
'
924
52-661
979
_I
074
a
w
52-660 ..
:D
52-650 -•
32-681
'D
.-
n 32-68t
'0
..
r
-
32-670 .�
c
T
106
32-6H0
16a
T
:D
-
: 25l
T 52-685
284
n
T
^i
13'
n
434
T 52-683
_ 456
N
526
Do
1
I- t3'
555
615
-
6a5
_-
706
738
796
829
890
d
923
990
W '
-
72-685
52-654-
-
T
In
33.
T 32-691
�D
32-680L
T 52-637
h
52-680 ..
T
Ifl T
52-680^
-
U 075
105 y
52-]2U -•
165
0'
'. 193
32-700 �
252
0' 32-703
283
52-700
343
0'
374
52-690 1
437
0' 32-703
165
+
527
01
T 616
64a f
707
737
797
828
89l
922
99t
- -
32-703
32 638�
32-701
•+
T
52-701
f
52-690 ...
0
g2-691
f
32-691 -.
�:
f 0'52-69.3
32-690 ..
m
_
0 52-70-3
M
166
O 52-695
192
PI
253
O 52-723
282
..
O 3/4
.373
(n
O 436
^• 32-711
464
11
••
p
553
M
52-660 ......
617
o 32-711
643
32-700
708
736
M
798
O
82T
M
B92
o
2
921
982
I-
On
77-510
l0e
S2-740 N
.....
167
32-711
19l
N
•.,
251
..
28l
52-710 N
345
52-7700 N
43]
.". 32-719
a63 N
S28
"'
.+ 77-730
-
"6a2
52-730 (U
52-711
709
-. 77-853
52-700 .....
52-705
32-700 -
826
77-920 M11
52-701
893
32-713
'
552
32-700 N
618
-
735
N
799
N
983
I
_
'
-,
,•,
52-7I0
52-715
-7
52-710 ^52-7J1
CALLE
NOGA S
LE -{
13•
-•52-775
o7s
--7 T
52-770 N
- 169
I90 10
77-393 N
255
^
on
280
52-770 Cu
346
37i .D
N
- 438
32-777
462
N
329
32-777.
331
32-766 N
6l9
" 5-'-775
..
611
710
-
734
52-770
- 800
825
'D
894
919
984
079
102
169
189
256
'D
.
279
341
m
- (�jl
52-775
(U
32-775
3E-770 (U
'D ^
x-770
N
52-783
In
52-780 N
N
Q
In
N
N 52-793
N
N
N
370 In
52-790 N
N
461 In
ND
N
5� M
62
N 32-793
e
610 in
111
N
733 In
803
824 In
895
91d N
985
080
�,
N
., N
32-795
0
52-790
N N 52-795
S2-790 N
N
52-79 N N
Q
-
M.
52-799
Q
Z
101 ,•
- N
: I70
M 32-793
Z
W
t08 f
52-800 N
..
257
_17 52-805
278 ,r
x-810 N
348
M `_2-811 ..
(u
369 f
- 52-8I0 N
439
M
,•D
'17
460 ,•
52-.760 N
'i30
M --
52-795
'D
-
549 f
52-020 N
62l
M 52-11-3
639 f
(11
712
M
'- N
732
902
N n52-205
923
N
896
917 O.
f
986
7
Z
"
Oel
VI
>
I00
171
Q
;87
"'
_ ..
.D
'__
I
�
..
549_I
-
�-
Z'
W
:.
32-805
v
52-800
'•
n
32-800
72-BUS
..
32-600 (U M32-805
32-e13
Q
(n
32-820 N
f 52-825
_
32-800 (U
258
a 32-823
277 M
32-830 N
349 -
+ 52-831
368 M
52-630 N
440
'4 52-835
a59 M
52-800 N
531
r 52-821
IRR
M
IU
622
'Y
>
Q
638 M
713
f
731
M 803
f
,np
822 M
897
r
936
987
W
n
Q
(U
52-811
S2-816
N 52-811
N
32-811
=r'
N f
52-835'
Q
in
OB_
`-
3=-833
099
--_ N
52-840 M1t In
172
52-835
166 N
32-B a0 N
259
In 52-815
Q
Z
276 N
N In
350
52-831
367 N
52-850 N
-
in
458 N
32-840 N
532
n 32-927
3a8�
52-862 N
N
623
to
.637 N
52--B.iO
714
M
Q
730
N 004
82l N
898
9.5
988
1
`
003
098 -
17Z.1
Q
548
32-833
N
32-833
Q
52-830
N N 32-833
52-830 N
h
52-835
52-630 (U n52-823
'0
5�8^5
0
P
52-860 N
52-855
m
i83 ...
- N
32-860
260
'0
52-965
Q
275 -
N
33l
32-871
Q
366 .r
N
442
32-865
Q
-
z
4S7
-' N'0
333
72-803.
- n
547 _
'0 13'
-
636 ,.'0
S2-8a (U
715
52-843
-
Z
.+
803
N `0
820 ••
N
`D 899
.214
98q
'
""�
-
-
N
52-845
7,-
52-845
Q
52-840 N
"
52-845
n
084
o
097
173
J
Z
5
3%887
:0
52-880 o
N
n
C
184 O
32-d80 (U
n 261
274 p
5; 890 (U
332 -
-
n 32-893
W
J
365 p
N
443
n 32-835
Q
456 O
531
n
0. 3
O
346
`
P
635
0
7l6
n
729
N n 806
619 o
900
1
913
99027
085
096'
114
l83
Q
N
52-883
..
=
N'
i
,.,
52-850 N
52-867
52-860
N
52-860
n 52-d63
p
N n
0)
52-H95
0
...
T �-
52-900
212
T 52-905
273
52-910 N Do
353
52-905
P
361
32-910 P
144 -
T l3'
1 33
52-892 O'
T
o
Z
'''
: 545
0'
62•
T
C
'0
634
0'
7l7
T
728
807
8l8
901
912
991
lti
-.
(n
52-885
32-880 ..
S2-885
52-880
T 52-885
m
52-88D
T 52-885.
T T
52-880 -
-
O'
006 13
095 T
175
T J-
2-943
;.
192
T
52-930 .-
263
T 32 -9i3
P
'
272
T 0'
32-920 -•
354
[i
.363
Co
-
�. e45
52-905
P
i
a
454
T
373
T 52-:913
W
544
625
0'
63 T
7l8
-
d
727 :
808
T -
a
^
o
902
911
992
-i
t3'
32-920
"
-
5 0
2-90
32 5
-90
5 0
2-90
0'
�p
-'
0' 32-903
m
m 3 S
2-90
00
52-900 - 0'32-40
5
, '
087
09a
52-930 n+
..
l81_
_
^,2 -940 1-
16s
On
... 52-923
'p
271
n
32-910 .+
355
O
-
362
-. n
-
446
o
�. 32_911
:�
N
453
5P-920
536
5a3
^
�26
6
672
719
726
8099
B16
9ID
-
9925
P
088
a,
32-920
32.-933
32-920
13'
32- 75
e(
IY
O
5 - 5
2 93
m
_ n 052
S8-920 ^
-
^
32-967
n
043
32-930 •+ ••
-
0.
.9a
�2-962 �
265
+ g2-961
270
32-960
356
-
-
361
l3' -
447
^
452
'D
5'3974
542
- 627
63L
�^
720
725
810
O_
Z
8I5
90s
a
909
G
v'
a
`
- 52-925
52-940 -
52- 5
^
- 52-945
52-940
^ 52-9a5
�D
32-950 -
-
•+
LU
'O
..
32-945
A
52-040
089
52-975
'�
09_
S2-v60
176
52-975
-;0
l79In
52-970
13'
N
25
269 N
32-970 ..
N 357
360 q
^
N 448
^ 52-915N
538
52-565
�13.
541
628
N 52 yti5090
630 In
N 721
724N
N 811
8ta r
N 905
m
..
908, N
995N
77
I e
E45
32-960 .-
-. 52-973
-
-.3i'-983
^
^ 52-973
N
32-970 -� -52-985
52-990
n
77 550 '
M+
268 '
- 32-980 ^-.
M 358
3-983
359 +
M 149
M
539
- 52-985
540 -M
52-990 .•.
629
o <
722
M
.723813
lY) Bt2
f
906
M
907 M
-
8'D�V.-90
1��'O.I.P.-90
_
(16578)
1e (M.P.-90
(16579)
<1617
-
- 32-993
-
--3 -973
-
32-990
-' 32-993
52-990
T
CALLE
6' O. f.P -90
.
P
6-D 1P.-90
TT
SEE➢➢ETAIL A
SEE DETAIL B
CHIHUAHUA
SEE DETAIL B
SANTA CARMELITA UNIT No. 15
SANTA CARMELITA -UNIT No.
1 6
NOTE. THIS PLAT IS A LOCATION
AID AND NOT TO BE USED FOR
"LAST ACCOUNT.
NUMBER,
A SURVEY. THE INFURMATION
IS BELI_VED CORRECT BUT
-
SHOULD BE USED ONLY FOR
.PRELIMINARY DESIGN
'UPON REOUEST•. AVAILABLE
AS BUILT INFORMATION WILL
BE
DELETED
NUMBERS:
-
FURNISHED
BY - E DIiTRtCT
DETAIL A DEI A(L a
ff
APPROVED-
A.
9 -ox I991 DIRECTOR OF Er1Gtr1EERIUG
SANTA CARMELITA UNITS No. 10,1
1 ,1 5,1 6
°�
Account No. . . 0606121
DPP-
F
M
6-6_,12
_ 1
f Al
W
-
6 - 6 - 12 -
4
SCALE BAR IN FEET:
I
MEW
0 100 200
400
600
800
T. - ^-
GENERAL NOTES 3. _CNS:PUC.:CN WATER n:LL BE PEc .0 COUTPAC•uR, GuAN:-.Y .S SCB E
-O AVAILABILITY.
1. NOT. ALL UT�L_•Y SERVICES ARE SHOWN ON THE CONSTRUCTION DRAWINGS.
CONTRACTOR T R HA ASSUME EACH HOUSE IS SERVED BY EACH UTILITY_
SHALL S
CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES (USA :-BOO-422-4:33) Z. DISTRICT WILL PGOv_„E ONE Sc. OF SURVEY S.ac-S FOR »L.o+M_. . _
.. Ln T_n n _ C T » 'E _TENS T E . TR- E-=-V-••E
4 HOURS PRIOR TO CONS?RUCTION AND REQUEST SAID COMPANIES TO LOCATE c AN•, L..CA • :uNS OF F:PE rv„RaN � S »r.0 uTH_a _ . _ _ , H_ D.S � .G .._ : _-+ ..._S
8 OU S I '
__ c -E
AND MARK ALL FACILITIES INCLUDING SERVICES-- TO B_ AFFECTED 8Y TO BE CRITICAL.
CONSTRUCTION OF THE PIPELINES.
CONTRACTOR SHALL POTHOLE ALL U?.LI- ES --INCLUDING SERVICES-- AT LEAST G. -ON:-A, .OR SHALL NOTIFY T-tE C.S.._,. G .E_.I_.r TIME ._eJ.^-: -" ' T ►J 'N- T VERIFY LOCATION AND TO ALLOW FOR ANY :2' A.C. PIPE AND ACPURTUNANCES
i, OGO FEET AHEAD OF TPENCI-a C 0
TcPIPELINETEVATICNS AS MAY BE REGUIREO TO ELIMINATE
ADJUSTMENTS OF EL
- -., T e T c THE- �., p, e- r P N� �Pr+u A'!- -NBC»o : 1 n-_'_ �......3 ... . u .,_ :?+
UTILITY CONFLICTS. CGNTnAC.ORS ,.HALL PROTECT ALL UTILITIES IN PLACE. 7. _ .. .J_...J - ..__ � u _. ..�
-T c - -TA ^V
=-Y XLY 19c^5
A MINIMUM OF 3 FEE. OF SOIL COVER AND ONE FOOL C• CLEA^ANCE BETWEEN
,
c eTt - - - T E MAINTAINED. /. .:r.e PnCPvSe.r P_rc_L(�e. --,Cv ..VC.. !c_..5C.• .0 .•!_. '.aOnCsc�• _s •u'
�XZ_._NC UfILIT.ES AND PROPOSED MA.N.MUST,B_
: ',G
S_AVICE BY AUGUST i. ._E6.
2. CONNECTIONS BETWEEN PROPOSED AND EXISTING PIPE__NES. _
- F
CONTRACTORS SHALL POTHOLE ALL EXISTING D:S:r+.�: LINES AT POINT 0_.
CONNECTION TO VERIFY _FY 5.2E AND TYPEC F `:PIPE AT LEAST SEVEN DAYS BEFORE
CONNECTIONS ARE MADE.
•_ T k PROPOSED AND EXISTING
WHEN CONTRACTOR _S READY TO THE
PIPELINES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING.
DEPARTMENT AT LEAST 48.HOURS PRIOR
A. NOTIFY DISTRICT0 .. OPERATIONS TO CONNECTICN. DISTRICT FORCES WILL OPERATE ALL EXISTING VALVES
NECESSARY TO ISOLATE THE CONNECTION.
B . PROVIDE PROPER NOTIFICATIO,. r0 ALL AFFECTED WATER USERS AT LEAS
24 HOOPS PRIOR TO SERVICE INTERRUPTION.
C. ALL CONNECTIONS TO EXISTING SYSTEM _HALL BE MADE ONLY AFTER NEW
-
P-c.c -hE HAS BEEN TESTED.
--- _
INSTALL 12 AC PIPELINE
,AVENIDA AVENIDA
AVENIDA AVENIDA
' MENDOZA VILLA
AVARRO BERMUDAS
'
�•. I _. I , y ti30
..�. .
`t
r 1
r / of �.
�SO � � 30 V � � �, /ws Lc
r /
/G R.G
Q � P
� � � 8 _ - /-�'s•Jy. Y. 7,5 r ,,. �Ff,'C.'SCRO`�Stt�
• / N rt .' 4 (� y'PlC1! L/
is
�fEL 1/ PP
7FL: R SFpp
/• RISER 6Lroo f��/✓GE t "
f I �} /� �w TC EIiSTi,L•:: `� -
`t � T ( r_ /S-CArc,/c pr,way.d vE
• `�. T T :•
M / _ T
T _ � a
V5/
< /1
,C
G
+ rr f +//, ., - rf r J -..' /r /.J // r , r r ,. l .. ,. .. . •rx ; :+•, fiEP'. 6 r. i ,k, .a.. v a
a z
/r� r
1l
I
p-. . - a. - :r�- ... / / r..: rr . i/�. - l .: .//i :.. r ..... � _ �, / r . , /. / .(r'or•+.G..�+ Yr+-
.,-.,., . _ :: ... ti - ;. .. _ � . __ i. � ,r/f. ; �.L�!!/f...a.r ..11i lJ!(....J..I.rG ', r �� ,.., � / � ..., _.` •
_ 1 -
,
Q •Tr
i
y
... f ...
23 rPL�trorl�luor�• r _ _
O -
:f. 0 LL
OC4T/O/V .'WOWA/ /S if ` - e7E [/4L ✓-- EG. - Ui .� d•, \ ..:.,:: -
Q-- h �. ! r S l G G S 4 cFr a} t i IIc�yy V;_ vPROX/MOTE BY NE L� r/ V - ^• / / • '\
W Q f i. \ U9 A ,ry K
.:.:-- / O SSUMPT/OA/ T o7 CeBLE 1 �7 _ Q� l 1v ` i' ' <► li
r. 2 2••CAlElG4L�'ESfLX.VT
• � := :='=� \ NE J✓
-
c
/'y ;fr.•-1.r2
!/rLLA I.
�/✓,4✓41Jf70. ` .- / 'r- � /ws7aCc !-si6.c �rEs- ♦ f%. SFrk• 'a
zo,
pk i,
�, � .:.�.. r--:.: ��/ • . 3I'G Cwrl fuC iiPf r f ... >. .,; �'7 ii
Egg
90 1 2
Fr.c�lEScD TO
AS�
CALLE ENSENAD-�
aBUILT
PLAT vftE— T ii0.
To
_ c
_. !-.�_ h•.. _mot @@
- -7 NG - -- -� -_.. _ .,.»., -_.._- #aLLcY PIATEA DISTFiICT
DOMESTIC JVATcR
- STATION
-- --- -'-. BOOSTER 06650
� --
:N x_r _ s-r^r. . £ t2•T65 R6E 5 @. V
__c__c,, _ 4. >a vim_ �.
-- - ^ _ ._._. _ _I
.... __ _ 04 5.09
-- -... 06W-77
-- --. __:. - _ �: - � + I NAY2a 1 • 40' 13499
i
r
I