2511NOTE: 1
With proper validation 3
this form constitutes an CITY OF LA QUINTA
encroach ment'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: SAntAmhA,r 6. 1996
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION S/E corner of Miles & Adam Streets, Tract 25363
(& Tract 27899 borrow site)
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Rough grading Sketch (attach construction plans if appropriate)
DESdRIPTION' OF CONSTRUCTION Rouph arading
DIMENSION OF INSTALLATION OR REMOVAL 22.63 jAM
SEE ATTACHED CONDIGIONS
PER THE APPROVED PLANS
SIZE OF EXCAVATION, IF NEEDED 52.000 cubic yards
APPROXIMATE TIME WHEN WORK WILL BEGIN 9/9/96
APPROXIMATE TIME OF COMPLETION 10/1/96
ESTIMATED CONSTRUCTION COST $ 52.000.
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with• all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
_ Century Crowell Comm. 15355 "D" St. San Bernardino, CA (909) 381-6007
Name of Applicant (please print) Business Address Telephone No.
Taupe Gradina P.O. Box 403773 Hesperia, CA (619) 956-7729
Name of Contractor and Job Foreman Business Address Telephone No.
380-850 4369
Contractor's License No. City Business License No.
First Financial Insurance (Trinity) F0151G411962
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
.Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 1550.
Permit Fee 10.
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 1560.
Receipt No.
Received by Date
f D M
SEP 0 6 1996
PERMIT VALIDATION'
PERMIT NO. 2511
DATE APPROVED, 9/6/96
EXPIRATION DATE 11/15/96
DATE IS LED 9/6/96
By
Administrative Authority
Recorded by - - 11 Telephone: (619) 777-7075
T
OL 227029
SAN BERNARDINO , CALIFORNI_Q.� 16t�ay of
THISA�5E"ENT, made and a red into at
19y and between and
hereittlle�CTggwgrin��ffice a hereinafter called SUBCONTRACTOR.
RECITALS
16t August �g `� O1 T e t ed t contract with
On o`f Kpe�` aC1_ ML f, , $Y—CEI�� RY HUMES �U�"IM�I�I � S� A CA CORP
Street an ernar ino,
hereinafter called OWNER, whose address is _
to perform the following construction work: Del Rey @ La Qui nta Norte—In/Off Tr
LA QUINTA CA dspecifications. Said plans and specifications have
Said work is to be performed in accordance with the p.�T&�o�jfact� I�L s19G s P ,ARCHITECT.
been prepared by or on behalf of
SECTION 1 —ENTIRE CONTRACT
SUBCONTRACTOR certifies and agrees that he is fully familiar with all of the terms, conditions and obligations of the Contract
Documents, as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed, and that
he enters into this Agreement based upon his investigation of all of such matters and is in no way relying upon any opinions or repre-
sentations of CONTRACTOR. It is agreed that this Agreement represents the entire agreement. It is further agreed that the Contract
Documents are incorporated in this Agreement by this reference, with the same force and effect as if the same were set forth at'length
herein, and that SUBCONTRACTOR and. his subcontractors will be and are bound by any and all of said Contract Documents inso-
far as they relate in any part or in any way, directly or indirectly to the work covered by this Agreement. SUBCONTRACTOR agrees
to be bound to CONTRACTOR in the same manner and to the same extent as CONTRACTOR is bound to OWNER under the
Contract Documents, to the extent of the work provided for in this Agreement, and that where, in the Contract Documents reference
is made to CONTRACTOR and the work or specification therein pertains to SUBCONTRACTOR'S trade, craft, or type of work then
such work or specification shall be interpreted to apply to SUBCONTRACTOR instead of CONTRACTOR. The phrase "Contract
Documents" is defined to mean and include:
All labor, material and equipment in accordance with officially
approved plans, specifications (attached to this contract document),
scope of work in compliance with the city of La Quinta and County Of
Riverside, The Uniform Building Code, Applicable Edition, and all
Governing Agencies.
SECTION 2 — SCOPE
SUBCONTRACTOR agrees to furnish all labor, services, m terials, installation, ar ge, hoisting, supplies, insurance
the wo mentk dei
scaffolding, tools and other facilities of every kind and descrip ' r tred f26 1 emMpt f46l��flenG 0tIiMG
scribg&n 9A$SCL,;,4yTEhS woLk tlecess arAoq-i�dg{ttdRWPgPttf
--- _r-- �i-Ir',nnAAT 7/1h1 At" l"r AIr RA Y"Mll R
for the project in strict accordance with the Contract Documents and as more particularly, though nor exclusively, specified in:
SECTION 3—CONTRACT PRICE
COIfCYTre�sK���3'A`�IL$C9�?�1�49L� t�I�iFg'P�PS`�n49(g'L1L'#s,f4'J�*���'k ***�51 ,659 .00
(a
subject to additions and deductions for changes in the work as may be agreed upon, and to make payment in accordance with the
Payment Schedule, Section 4.
SUBCONTRACTOR INITIALS DATE
Page 1 of 2
., �" �• � �,� E �
;fit"''
.il�r 1 IVI`I i _ Nc�cnr+.. vv
General Subcontract Provisions on back of Pages 1 and 2 are an integral part of this Agreement.
.
?.`
SECTION 1 6 --SPECIAL PROVISIONS�y`
SUBCONTRACTOR AGREES TO SUPPLY ALL LABOR, MATERIAL AND EQUIPMENT
NECESSARY TO COMPLETE ROUGH GRADING AND ALL RELATED WORK PER
PLANS AND SPECIFICATIONS IN COMPLIANCE WITH CITY BUILDING CODES.
a.
/
BEFORE COMMENCING ANY WORK AT TR 25363-1, SUBCONTRACTOR MUST
SUPPLY CENTURY HOMES COMMUNITIES PROOF OF CITY BUSINESS LICENSE
FOR SAID TRACT. SUBCONTRACTOR MUST ALSO PROVIDE ALL INFORMATION
AS PER REQUIRED BY EXHIBIT "A". ITEMS #3 & #4 AS DETAILED ON PAGE 2.
THE CONTRACT IS SIGNED'.
z1
OF EXHIBIT "A" WILL BE REQUIRED AT THE TIME
NO EXCEPTIONS!!
---------------
I.
@ $ 6,000-00
I l i i
MOVE -IN;.
CLEAR AND GRUB & PRE WATER @ $ 3,150.00
l-
ON-SITE' CUT AND FILL 10,573 CY @ $0.65 .$ 6,782.00
IMPORT DIRT FROM ALONG ADAMS 40,598 CY @ $0.74 $30,042.00
ROUGH GRADE TO +/-.10' @ $ 5,595.00
PRICE IS LUMP SUM. NO EXTRAS FOR ADDITIONAL IMPORT OR EXPORT OF DIRT.
TOTAL - $ 51,659.00
4
IN WITNESS WHEREOF: The parties hereto have executed this Agreement for themselves, their heirs, executors, successors,
t
administrators, and assignees on 4h�ay and year first above written. DATE
L TC
?
'
'
SUBCONTRACTdiPPPE GRADING CONWRe4b SSOCIATES, L.P.,
California Limited Partnership
a
By: CENTURY HOMES COMMUNITIES
lw
a California Corporation, as
t'
;.
G neraby Partner .
B Name Title
y Name Title
DIRECTOR OF PURCHASING
;•:
.'
❑ Corporation ❑ Partnership ❑ Proprietorship 714188
(Seal)
No. Contractor's State License No
Contractor's State License
•
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Federal I.D. No.
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Federal I.D.No. Page 2 of 2
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PROPOSED FUTURE CY PARK SITE I
With proper validation
this form constitutes an
encroscnment permit CITY OF LA QUINTA
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
IT the construction of public or private curbs, driveways, pavements, sidewalks,
pa
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVng lots- ED UIiD VIS ONS
DATE:
LOCATION OF CONSTRUCTION
(Strait slodnas or Oor ssxe�ptson of tqn
PURPOSE OF CONSTgUCTtON
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
Subdivision Improvement Permit — Class 111
rA , Minor Improvement Permit Class IV
ST Te.
Sketch (attach construction plans if appropriMl
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S El
(Including removal of all obstruction, materials, and debris, backfilling, com.
Paction and placing permanent resurfacing and/or replacinq improvements!
In consideration of the granting of this permit, the applicant hereby agrees to:
Indannsfv. defend and save the Ci �
ty, itt authorised agents, officers, representative and employees, harmlea from and against any end all
panaitse, liabilities or loss restating from claims or court action and arising out of any accident, loss or
heppensng or occurring u a proximate result of any work undertaken under the permit granted pursuant to t�spplioetto ion or prOpsNty
Notify the Adminutratrve Authority at least twenty-four 124) hours in advance of the tint when•work will be started.
oly
LA Qui untA sil cep ay fo a City O ition roe, the taints and conditions ��"hand 1 applicable rule and regulations of the City of
V Quints and to pay for any additbnei replasemene
necessary as thethis
of Applicant (Please print)
rt r 1= o1'f D 1 LY -1 - �f G` a1 "]
Name of Contactor and Job Foreman
Conntractor's License No.
of
Bu iass Address Telephone No.
Business Address \' 22 Telephone No.
�/TJt��
City Business License No.
Applicant's Insurance Company (f 2_
Policy Number
FEES: Suboivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit/— Class IV: See attached schedule
Inspection Fee S / 55l
Permit Fee ------------
Penalty
Cash Deposit -Surety Bond
!f required
TOTAL:
Receipt No.
Received by Date
PERMIT NO.
DATE APPRO'
EXPIRATION
DATE ISSUED
PERMIT VALIDATION
By
Administrative A th
iecoroed by u ority
TELEPHONE: (619) 584-2248
The following General and Special Provisions are attached to and made a part of Permit No. a I 1
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in, paved areas. If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing'shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be. placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure,including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event, it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way: All paved 'surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed .
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UIILM CLEARANCE: (Substructures) Prior to making any excavationwithin the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
UTIIITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course'having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement, Standards and
Specifications, Ordinance #461.
DR5PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and_ profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (._feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter.and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard //207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall, be 2 1/2 inches of A.C. paving placed on () of class aggregate base.
Driveway construction shall 'conform. to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at alltimes.
R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application_ shall commply with the
manufacturer's specifications.
�Rl COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
Rl SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R 4 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO. 2511
--- CENTURY HOMES/TAPPE GRADING ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the "Standard Specifications
For Public Works Construction".
No fill shall be placed which will' -cover or obscure asphalt concrete; petroleum product spillage,
or other non-native materials. q
2. Permittee shall furnish the name(s) and phone number(s) of the individual(s) responsible for
maintaining dust control after hours, weekends, holidays, etc.
3. All streets shall be kept clean of all trackage or spillage from vehicles using this site. The roads*
shall be completely cleaned at.the end of each work day, if necessary, and more frequently if
required.
4. Construction operations 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work is prohibited on Sundays and all holidays observed by the City of La Quinta. Work is
allowed on Saturdays only if special arrangements, including payment of overtime inspection fee,
have been made two (2) working days prior to the'desired Saturday.
5. Permittee is responsible for repair of any pavement damage or other damage to access roads and
other public facilities.
7. Should additional work or modifications be required in order to meet established City Standards
or in order to fit. 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.
8. It is the permittee's responsibility to comply with the California Regional Water Quality Control
Board's National Pollutant Discharge Elimination System (NPDES).
9. Any on-site haul road shall be effectively destroyed at the conclusion of the work to prevent use
by unauthorized vehicles.
Special Conditions - Permit No. 2511 Page 1 of 2
SPECIAL CONDITIONS - PERMIT NO. 2511 continued
CENTURY HOMES/TAPPE GRADING
10. Permittee/contractor shall install stop signs to stop construction traffic prior to entering any street
from the construction site.
11. If buried remains are encountered during development, a qualified archaeologist shall be contacted
immediately and`appropriate measures shall be taken.
12. All grading shall be performed per the soils report.
13. It is the permittee/contractor's responsibility to provide continuous dust control while the grading
is being performed, or at any other time as .deemed necessary by the City Engineer. Permittee
shall provide soil stabilization on the entire site per the. approved dust control plan immediately
after completing the operation.
14. Street closures shall- not be permitted at any time. A minimum of one lane on paved surface shall
be maintained at all times with flagmen at all times per CALTRANS standards or the WATCH
(work area traffic control handbook).
15. All excavations at or.near the travel way shall be backfilled at the end of each work day for the
protection of the traveling public. No trenches shall be allowed to remain open overnight.
16. Permittee/contractor shall comply with all requirements of the Community Development'
Department related to but not limited to .Archaeology/Paleontology Etc.
17. All grading shall be per the approved rough grading plan approved for a Tract 25363-1.
Special Conditions - Permit No. 2511
c
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