2246:� 4l
NOTE:
With pr` ,)er validation
this formonstitutes an
encroachment permit
CITY OF LA QUINTA
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: 10-11-94
LOCATION OF CONSTRUCTION 78-611 Sagebrush Ave
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install Sever lateral
DESCRIPTION OF CONSTRUCTION Excavate & 'net*"
4" sewer lateral, backfill & repave
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV
Sketch (attach construction plans if appropriate)
Sea attached conditions
DIMENSION OF INSTALLATION OR REMOVAL 4. lateral
SIZE OF EXCAVATION, IF NEEDED 41 x 38
APPROXIMATE TIME WHEN WORK WILL BEGIN 10-17-94
APPROXIMATE TIME OF COMPLETION 10-21-94
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 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 ork will be started.
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 res li�of this wor
Signature of Applica -or 4gent
Blain Grimes P.O. Box 1227 La Quint&, CA 92253
Name of Applicant (please print) Business Address i Telephone No.
SONRAY UNLIMITED 52-275 Avenida Vallejo La Quint&, CA 92253 564-3535
Name of Contractor and Job Foreman Business Address Telephone No.
184099
Contractor's License No.
Sfingi & Hannon
Applicant's Insurance Company
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 210
10
$ 220
Received by Date
654
City Business License No.
Policy Numbe
r OCT 13 1994 IL
BY— 6-P
2246
PERMIT VALIDATION
PERMIT NO. 2246
DATE APPROVED
10-11-94
EXPIRATION DATE 10-28-94
DATE iqqjtFn D 1 451qL1
By Ar"2�
Administrative Authority
Recorded by 11 TELEPHONE: (619) 564-2246
NOTE:
With proper validation
this form constitutes an
encroachment permit
For the construction of public or private curbs, driveways, Pavements, sidewalks,
and other like public worsts improvements in connection with MINOR IMPROVEMENTS and APPROVEDts sewers,
CITY OF LA QUINTA
CITY OF LA QUINTA
0 C T 1 0 1994
PUBLIC WORKS
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
DATE: OCT ! O 19 9.1
LOCATION OF CONSTRUCTION 76Q �c
Subdivision Improvement Permit — Class 111
Minor Improvement Permit Class IV
(Sheet address or Oeserrptton of Location)
PURPOSE OF CONSTRUCTION 2 --EWER LA-*T-E(e%L_
Sketch (attach construction plans if appropriate)
137SCRIPTION OF CONSTRUCTION - — - � ��dN �-7�•9�1
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROX MATE TIME WHEN WORK WILL BEGIN
i _L .-
APPROXIMATE TIME OF COMPLETION 1b
ESTIMATED CONSTRUCTION COST S
(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:
Indatnn1ty. defend and saw ma City. Its authorized agents, officers. represa itstives and antoiovees, harmless from and
Perleltree. liabilities or loss resulting from claims or court action and arising out of any akxidant. lois or a9arrtst any arid all
happening or occurring b a orosimete result of any wont urtdersakan under tfta damage to Persona or prppeRy
Permit granted pursuant to this application.
Notify the Administrative Authority at hast twentY.four 1241 hours in advance of the time when worts mil be started.
Canoly vmth all apoliceble City Ordinances, the terms and conditions of the permit and all appttnbl• rules end regulations of the city of
La Quints and to pay for any sdditionsl re
platxntarit necessary as the result of this work.
Signature of Applicant or /agent
Name of Applicant (please print) �v
t Business Address Tele
C'in n1 i7 At, , r ) ._ % � �,L. / � phone No.
C__Z z a to a3
Name of Contractor and Job Foreman/7 7cm
Business Address Y Telephone No.
Contractor's License No.
City Business License No.
Applicant's In ranee Company _
Policy Number
FEES: Subolvision Improvement Permit —Class it,
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. Z 10
Permit Fee 10 �11
Penalty
Cash Oeposit•Surety Bond
if required
TOTAL:
PERMIT VALIDATION
PERMIT N0. 070_Y69
DATE APPROVED —1 r%I_ 1 I Of
EXPIRATION DATE
T
!Receipt No. DATE ISSUED
(Received by Date By
recorded by
Administrative Authority
TELEPHONE: (619) 564-2246
y
� t
-he tallowind kieneral Ono Special Provisions are tnsenea to and mace a cart of Pennat No.
GENERAL PROVISIONS
he following snail always apply:
ENCROACHMENT ON PRIVATE PROPERTY 'his permit autnorizes work to be eeeomoilsned witncn City at La Quince right of way
ONLY. Whenever construction eztenos whim civets property. n shall be the responsiomry or the permittee for n
•/ secure permission Irons uctinlm
g prdaertv owners. Sucn aulnarization must De secured by the permittee Ortor to' canrg w r worst. t0
TRACKLAYING CONSTRUCTION EQUIPMENT: Claataa tracalevtn starting work.
Davey surtaca unless tmao Wnn smoatn-taced street 0803. All mecnanchlcal construction equipment shell not f Ober street
t a t0
:no oavtng during excavations. Rubber -tired eoutpmem only snail be u in ca Sriall be ll operations
s nrDODer acre COerete Oneny
pavement is scarred. spelled, at dreicen during the term at tnis comract or he pavement as marred. City of La at smom to protea
Davila erey, It the existing
that tnese portions Of road be resurfaced over tneir emlre wroth, ResutYaeing to all mentis of one coat of Quanta snail reduati
surfacing plus ancroonate goal cost as specified above. _ two mates Q'I of A.C.
PROTECTION OF TRAFFIC: All excavations and work areas snail bacrcpenv hghtec and bamcaded m deemed ^etwgrvbYtne City
Engineer or i a Quanta City Public Works Inspectors. Suitable ce[ours ono detour signs troll be piaceo grip maintained
Of the Project. Tho City email be notified 24 Hrs. in advance of any traffic detours or delineations• for trio duration
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugatedconcrete metal pipe. concrete ppe, steel culvert and
concrete structures encountered during excavauon which neeeaaltate romwsl small be replaced in kind. In the necessary to remove or cut existing drainage structured. Cityof La Quints snap be nled prior to cdmmenceme
Drainage structures and open drains shall be kept p evnt at
becomes
WODer drainage. ^t of rocs work.
free of debris at all times f
RIGHT OF WAY CLEANUP: Any surplus matenal resulting from excavation and backfill operations snap be removed from ine ^grit of
way. All paved surfaces snail be broomao clean at eartn and other ebjectaonsble materials immeastsiv after Do 111, aro compeacon.
Existing gutter line and drainage Ditchas snail be replaced to their original standard at better. All exces3 material Mad be removed c
prior di Lely aftving. r bac tanker shall be used. as required, to sprinkle the jOb seta to keep down oust conditions a
immeoiaioty cher backfill.
ro encu be used
DE -WATER OPERATIONS: If ds -watering operetiona are required and oumps are forcing water on City of La Quints rogdt, it snail be
the resoonsloilitv at the parmirtae icantractort to control this water and to Da'"Oe Off-street bameaces wnen negeary
CLOSING STREETS: No street shall be closed. A minimum of one lane Of M Mic shall be maintained at all times to provide limited
apeaas tot the 80101ning property oyynefa and emergency Vemaeles. In the evenfit,'
s felt bvthe permmee trial no
any length of time. permittee small contact tnls office to Catkin the necessary permission. must edea • ttreat for
SPECIAL PROVISIONS
The follw rig gall apply ONLY when indicated:
Rl
'77.7075
NOTIFICATION: Permnes Snell notify the City a t- et lea., 48 hours to advance of starting oo^gtructron.
R2 CASH DEPOSITS OR BONDS: A cash bona
shall a curna suryOran approved surety bond In an amount of no[ lana than •
roses dury ed in the name of City of La Quints to cover all wart involved in the resioraaon of the verfpua La Quanta
ey monuments. This bond shell be continuous until cancelled by the City Engineer. This
Posted prior to cdmmencemem of any work on this project. points muga be
R3 UTILITY CLEARANCE: (Substructureal Prior to making any OXCavotton within ins CjtV at La Quanta sightatys,"gutnorlitea
TILI YCLEARANCE:ISubstructurealPriortomakinganyexcavottonwithininsCityofLaQum[anghtofweygumorizea
by Dsrmrt, the Perinmee snail contact all concerned utility comaanaos relative to the facam Of exiatang S
Damage to existing substructures resulting from costauons conducted under mis perm^ attall be the tole �atruetures.
of the permmee. tvaoortsibiliry
R4 UTILITY CLEARANCE: (Surface structures No worn Shad be`doro unoar this oannR until all utilities are dear of the
p►ODoasd wort site. The permnee snail notify all eonownea utility companies of the proposed want.
R5 PAVEMENT WIDENING: Area between ine proposed mn
surfacea wnh inches of A.C. Dawn dsre clutter line and the existing road Pavement shall be
9 Dlslxd en inches of class aggregate a
having an'R'
value ofnot less than---�andinconformance wilmCityofLaQuintsRanagr muWasecourse
and Specifications. Ordinance 0461. D improvement Standards
R6 ARKWAY GRADING: Area between the property line and top Of the proposed concrete Curb shall be graded to a Slope at
1 /4 incn to one foot 111.
_ R7 GRADES 8 STAKES: City of La Quints shall establish grades and stakes for ine proposed concrete
COnstruCtion. curb and gutter
R8 GRADECHECKING: CitvOt La Quanta snail check grades upon recesat at clan and om)tile and/or grades asestabliahedby
a lir-ensea engineer.
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete Curb and/or curb and gutter 1 (@"?shall be
removed. Curb an0/or euro and gutter shall be saw cut prior to removal. Decreased curb. matching Concrete gutter and
Concrete driveway aparoach snail be. constructed in conformance with City of La Quints Standard 0207.
RIO DRIVEWAYS. A.C.. Driveway shall be constructed ast-not to alter existing drainage pattern. Surfacin ora
Property line and ine exacting road paving snail be 2-1/2 inches of A.C. pain g ^^ the
aggregate case. Driveway construction small conform to attached drawing, g ptacea on I _� of Uau�
R 11 CULVERTS. A :ncn Diameter t
inches Celow arta in ❑ne witn Ine existing flow lane.culvert
nail b alinvert
i alle Oitn tne
o ine ata cro imatary 1
von 1:2
Vts
R1 SIGHT CLEARANCE: Sign, clearance of 600 feet 1n either direction snail be assured and mainteinea
R13 . SOIL STERILIZER: The area to oe surfaced shall be treatea viatn soil sterilizer. Rate of alwication snail coma with the
manutacturar's specifications.
COORDINATE WORK: The promssif work shall be suporolnated to ane operation which the State of California or
Citi of La Quanta may conauct in this grain during the perlopot this permit. Work shall be coordinated with the State or
City of La Quina forces to preclude delay or interference with State Or City of La Quints projects.
Qff!>URVEY MONUMENTS: Prior to excavatlon Of beginning at construction all survey monuments which exist an tme
cemenine of all stress or oreverty lines when involved shall be cdhiptetaltt bad out so they may be randalvarroeoneaiv
be reous gd par a IiCanaep civil engineer or surveyor at the exiOgrtN erffle eenhrimses. A complete get at nines Qbwnfa me
tlytomesemonumomanal' befurnasneotothe City Enatrowprier totrs ware toramntortuinintLThisortace,
. Dt nosiness upon ewnDwaon at reoliOnUm of all curves' rriortuiakis ill 1'or asdeer erefeer tarererwo
-To Cu vt!-f 'tU—NUMENTS. P or to excavation or oeaimmno of co
nsrail all n. all survey monuments span a V an 0ul ov 6ity
La kluinta and auluois oavmenr or guarantee or oavmem anal, oe mage as reimoursemem for 7q work tnV�plyep
R17 AVEMENT CUTTING: Pavement will be mechanically cut to a atrargm edge prior to excavation. M
tong Snell be acoroveo through lme office Ot the City Engineer, 1Uf10ef h0 circumstances shall a etr[pp Pavement
Oe used t0 excavate prior 10 Culling at DaVememl. EJ,CaVafrom material snail be O1aClO in such a
xh9 egwoment
J/ • _ tacudns itis Oeer81 now, Or Ira1tiC. Prior i0 rinai OaVing operations. anv carnage to pavement sir . t0 pest
correcretl. tght edge snail oe
R18 PAVEMENT CUTTING. Pavement snail be saw cut prior to removal. Prior to final paving eoerationj
pavement straight edge snail be corrected.
R19 UMROF EXCAVATIONS: Excavations snail be limited to 1.000lineal feet or open trench before dackf,ll aM damage to
begin. All excavations snail be property barricaded with IlomtS Overniont, On rMeeKlndS and hOlidaya for OOersttOrl3 must
Inetraveiingpuoite The Public Works lnspeaorsnancat armmemesuitabillevgtexeavationoarncagt ttteProtection at
excavation snail remain open for a Period exceeding viva, -- lova No excavation scall ti mage uhieSS
n9 h eatln Case. No
' ma[Q►tal IS actually a itis WOfK 31[e. the CORStfiCtlOn
720 BACKFILL MATERIAL Backfill shall befree orCrush. roots Orotnerorganic substance cetrimenta..••;Suse far purposes
Of producing an adequateiv consolidated backfill. Any material watch the City at la Quint
Sstunnfld materiel) which Is encountereo during excavation small not be used to s deems u�tlsablalspongyor
r bau int but stall be Wapumented or
refaatled by an approved sena or gravel.
R21 BACKFILL SAND: BaCktill shall be approved transit-mrx sand or equivalent ane shall be placed m lifts Of metgroaterinan
throe feet 131 and vibrated umng VibrOtamper or edirva tent equipment. Atte mate methOOa may Oe au
Case a relative compaction Of 95 percent shall ba arathed within the s;tt:aura) section Of Ice rOaOyxsy
psbarlad Out in any
R22 BACKFILL PLACEMENT: Backfill snail be eoonso in lavers Of not more than 50 percent of the total deoah of the trenrn
before tlOOmng or a maximum of five-foot 151 liftswnwe trencnes ueof excessive Oep[ns. Cara is tt l ellen of th that ce
resulbackftll material to n S subl°Ged to exzreme swell by flapping Operations. Backfill material shall be castled so trial ma
retuning wmoeaion shall be not less than 900ercem Of eauivebm to the surrounding ground. wnirnever a the greeter
cgmoaction. Where ponding or flooding Is used for a maximum settlement. adequate -9ikas will be co
the water• ll be c nnnuoletting is used. the lets shall beat sufficient length tO recent the
bottom of cacti :a �d to retain
supply shall be tlomtnuotu. and the water
R23 COMPACTION TEST'S: If so required bythelnsoaaor,cOmpagionfasts Shall bemade atintervals p}not
few and a minimum Of one 01 test an each road. One f 1 I Copy of each tem snail be torwerded to the tlty Engin 1,�0
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in $ � &3.D1 or for
Standard Specifications, Division of Highways. State of California, dated January 1973. �t fi3 01 at ma
24 COMPACTION TESTS; It so reawred by the mspactor. comoacrton tests snail be made for seat cross,
Ono (1) copy Of seen test snail be f orwarded to the City Engineer for ng and filed onor to making p n9 or aarvltle fine.
COmOactlOn tests shall be made asoutlinea to Semon 6.3.01 of the Standard Spectticellons. Division nt rawtrs.
Of Calitomla, dated January 1973. Mq[+aeys. State
TEMPORARY PAVEMENT REPAIRS: After complwfon Of bscidill and compaction operations, a teertpdrwy paten
after aroma mum of3..000lineeoeetatshall benchtiesoeenre:cavmepahapaukfi/aperaoonscompletedt be placed
the Placement Of the temporary pavement exceed a five 15) day limit. no cage
PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have oven comoteted. a
consisting of two inches 12'1 of SC -800 shall be placed Immediately. A Permanent paten. of t�Darary paten
surfacing placed on a '+— inch clap --+� inches A. C.
tw"Mary, road repair. base spall be piaeed no later than �_ dava stref
!impletion of
R27 PAVEMENT REPAIR: F.A.S.: Upon cam ptetionofbacktilland compsalon,atemporarypaten consisting attwo inches(21
ten at
Of cold mix paving (SC -800) shall be pieced immediately. A Permanent pathree inches (3-1 of A.C- surfacing shall
be pissed on sit Innes 161 concrete base as directed, but not later tnan fifteen (15) days skier cOmotetmat of ttmtporary
and Sp Concrete bane arid) be 0461 -aeuc mix and shall conform to the City of La Quints Road bnprovenswwStancords
and SPeufiam0ns. Ordinance !481.
FOG SEAL: A fog seal coat consisting of an application at asphanic emulsion snail be applied over SIL
determined by the City Engineer. Oaarzt areas as
R29 SEAL ARMOR COAT: A seal Coat consisting of an application binder and screenings shall be appiiedon all paten areas
wham Such Seal costs existed prior Issuanceetthis permit. Seal orarmor costs Small beapplied asspete/iepInSamon
37. Standard Speofieatlons. State o}f California, Division of Highways, dated January 1973. Work of
be sCOpmplished by a licensed contractor engaged in the business Of Payerllaer, ropaIrl
a
®R3�STREETRESTRIPING: WherestreetstripingIsstillvisialeonstreetstoo ae meat repair.rsuehstrpm small be cOmotation of permanent repairs. g replaced upon
R31 TREE RELOCATION OR REMOVAL. Tree relocation within the Ciry of La Quanta road right of wav snau be eCCOMOIlshed
by a licensed, bonded and insured tree service, and hanated sal ely wltnou[ mterferenca or hazard to the traveeng public
It Shall be the responsibility of the permittee to maintain the tree in a vigorous growing conartion at its tient location
Trees to be removed shall be removed in sections which can be handled solely without Interference or hazard to highwav
traffic. The entire'wiath Of the tree stump snail be removed and disposed of so that no tlebris remains in view of the
highway. The Stimohale snail bebackfilled and tnOrOugntycOrnpactedasspecifiedtorhe}Olkirm parageathe pm
• becomes necessary to restrict traffic. the work snail be restricted to a mlaximuit
mm O} 500 }eve a[ any One ilei) meq
uate signs. flagmen and/or baa
oeades shall be provided tprofs! the traveling public at an rimes.
Large holes resulting from tree removal shall be bac ktilleTd and compacted to not less than 90 percent rn edwralem to tin!
Surrounding ground, whichever is the greater COmpacnan as determined by the impact or field moreCU COmpeathe
tests Small comply with Section 6.3.01 of the Standard Specifications. Division of Highways. State Of California, dated
January 1973.
on
A32 TREE TRIMMING:
a. Only the necessary trimming snail be accomorksnea to provide clearance of the facility for one coughleer year.
All broken or weak sections within the trimming snail be removed,
b. Where it becomes necessary to restrict traffic. the work shall berestricteato a maximum of 500feet stanvone time.
Adequate Signs. Ilagmen, and/or barricades small be provided to protect the [raveong public at all tam°!.
C. If bee trunks are Partially oprope property
the City Of La Quima road right of way. permittee snail mak° his own
by this
wan ad�0lning pfOperty owners for eonsem to the trimming in addition to the autnor�oon croviped
by this permit.
d. All tree trimming on EVERGREEN TREES. PALM TREES. and Amer ORNAMENTAL TREES shall be B=QmWtshed to
the satisfaction of the City Public Works inspector.
°• Abtdprip property dtivmero Shall beconuct@mIn ell i onor to ramming a toOMM licca
t ?ni^tmg w4 to tit Ira[sneas w st the sneumar at the crown m--
SPECIAL CONDITIONS --PERMIT NO. 2246
--- SONRAY UNLIMITED --
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.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day
and more frequently if required.
4. Contractor shall comply with the local noise ordinance. Operation and maintenance of
equipment within one half mile of human occupancy shall be performed only during the
following time periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p. m.
Saturday 8:00 a. m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a. m. to 7:00 p.m.
Saturday 8:00 a. m. to 5:00 p.m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road
access to any public or private street and for any damage to other City streets or facilities.
6. Permittee shall submit a traffic control plan to the Engineering Dept. for approval prior to
starting work in travel way. 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) . It shall be the permittee's responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be
maintained with flagmen at all times.
8. Permanent pavement replacement section shall be one inch greater than existing. Existing
pavement section on Sagebrush Avenue is 3" of A.C. over 4" of A.B.
9. All landscaping irrigation decorative rock etc. shall be protected in place as much as possible
or replaced to its original condition.
10. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.
11. All work shall be coordinated with the City's contractor and others working within the area as
directed by and to the satisfaction of the City Engineer.
Special Conditions - Permit No. 2246
1'., is ' s s i
Page 1 of 2
Y >.�
SPECIAL CONDITIONS - PERMIT NO. 2246
CONTINUED
12. 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.
13. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil
within the top 2' of finish pavement surface shall be compacted to 95% relative dry density, all
base material shall be compacted to 95% relative dry density.
14. When work is within 500' of a signalized intersection , the permittee shall notify Riverside
County Signal Dept. at (909) 275- 6894 or Caltrans Signal Dept at (619) 688-6845 as
appropriate.
15. Site clearance of 600' in either direction shall be assured and maintained at all times.
16. Street striping that is damaged, removed etc. shall be replaced to its original condition by the
permittee at no cost to the City.
17. All excavations at or near the travel way shall be backfilled and paved as directed by and to the
satisfaction of the City Engineer at the end of each work day for the protection of the traveling
public.
18. This permit authorizes work in the City of La Quinta Right -of -Way only. It is the permittee's
responsibility to secure permission from any other abutting agencies or property owners:
19. Ingress and egress for all properties shall be maintained at all times.
20. The City will determine the final limits of asphalt replacement.
21. The pavement replacement section width shall be one foot greater 'on each side of the trench.
Special Conditions - Permit No. 2246 Page 2 of 2
Traffic Manual TRAFFIC CONTROLS
TRAFFIC CONTROLS
1
6"88
t-1fiD0
Figure 5-11
TYPICAL LANE CLOSURE WITH
C37
C23
REVERSIBLE CONTROL
C14 (See note 6)
(i""""'" "'►
Cie
I
i )
CoA (See wee 3thru6)
l
T t : (See note t t) l
-�
4._41
4L
i Cones 100' max. spacing
' `� {
F
Closuro conns or barncad1 os
i-
L Variable
(Sae notes 9 and 10) Advance Warning Signs 500' to 1000'
�— _ _.. _... (Sae note 2) —
.-- . _
apart.
—
o Advance Warning Signs 500' to 1000' apart. , y
-._(See 7Q lit_
nolo 2)10- �•,
/ (See note ll)
Optional taper
(100 h. max.) C30
C23 C9A C36
(See dotes 3 thru 5)
SPECIAL NOTES:
Feld conditions could require deviations from these plans and accompanying notes.
NOTES:
1. This plan rknos not apply whom Ihnrn aro amnrgnncy condnrnns Linder
emergency o0ndihnns. uquiparenl and per annnot which alto ovhelrblo rthoulrl hu
utilized to implement a closure even though such closure does nut meal the stand-
ards contained in this plan. As equipment or personnel become available an im-
mediate effort should then be made to implement the standards shown on this plan.
2.. Where approach sporxts wo 1()w. signs may be placed at 300 lool spacings
and even closer in urban areas. -•
3. All advance warning signs shall be 48" x 48" minimum on highways with
approach speeds of 45 mph or more. When speeds are less than 45 mph the
C23 sign shall be 30' x 30- minimum: other advance warning signs shall be
36' x 36' minimum.
4. All warning signs for night closures shall be illuminated or reflactorized.
5. A CIS 'ROAD CONSTRUCTION AHEAD' or C16 'ONE LANE ROAD
AHEAD' sign may be used in lieu of the C23. (See .Note 3)
6. A C13 'END CONSTRUCTION' sign• as appropriate• may be used in lieu of
the C14. The sign is optional it the end of work is obvious or falls within a -larger
project limit.
OItK AREA ,, ~
No Scale C14 (See none 6)
LEGEND
. cane or Y Flagtree
Portable Delineator
M Sign 11 Flogger
Direction of Travel
Flashing Yellow Beacon (Optional)
7. -Warning (W) series signs used in work zones shall be black on orange. Exist• I
Ing yellow warning signs ilready In place within those areas may remain In use.
e. All cones shall be Internally Illuminated or fined with reflWlve white @leaves
for night closures.
9. The spacing between cones along centerline should be approximately 100
feet throughout the length of the work zone. Centerline cones may be eliminated If r
a pilot car operation is used.
10. When a pilot car Is used a 'TRAFFIC CONTROL WAIT FOR PILOT CAR"
sign (C37) should be posted at intersecting driveways and roads. Flaggers may be
used in lieu.of C37 signs.
11. An additional advance flogger should be considered upstream on high
volume highways, to warn traffic where queues may develop. Flaggena' stations for
work at night shall be Illuminated as noted in Section 6.07.
12. Place C30'LANE CLOSED' alga (30`x 30' minimum) at 500'-1000' Intervale
throughout extended work zones. They are optional if the work area Is visible from
the flogger station.
M
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