2133NOTE,
With proper valtdation
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
Subdivision Improvement Permit — Class I II
DATE: 4/13/94 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION La Quints Senior Center — W. of Washington St. S. of Calle Tampico
for the City of La Quinta
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To Provide Domestic Water Sketch (attach construction plans if appropriate)
service to the site See attached Conditions.
DESCRIPTION OF CONSTRUCTION CVWD forces to install
1-8" stub out and 1-6" Stub out at thh following
locations: 1) an 8' stub out approx.7731E of Desert Club Drive on the North side of
DIMENSION OF INSTALLATION OR REMOVAL Calle Tampico add !) as 6" stub out at
the intersection of Avenida La Fonda and
CAlle Hueneme, as shown on the attached
SIZE OF EXCAVATION, IF NEEDED 8 x 8 drawings.
APPROXIMATE TIME WHEN WORK WILL BEGIN April 1994
APPROXIMATE TIME OF COMPLETION 3 days CVWD to own all sewer and water lines.
ESTIMATED CONSTRUCTION COST $ 16.500..00 CVWD to operate and maintain all sewer and
(Including removal of all obstruction, materials, and debris, backfilling, comwater lines. CVWD drawings # 20340-20342
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.
6-F'rI
,r2-f- 1�-,v(�-17
Signature of Applicant or Agent
Coachella Valley Water District, P.O.Box 1058, Coachella, CA 92236 398-2651
Name of Applicant (please print) Business Address Telephone No.
Same As Above.
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 I II
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
Recorded by
2133
PERMIT VALIDATION
PERMIT NO. �Z 13.J
DATE APPROVED 4 Z6 ! r `[/
EXPIRATION DATE - 30 ^9
DATZIS LIED 4
By.
Administrative Authority
TELEPHONE: (619) *717-7®76'
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NOTE:
With proper validation
this form constitutes an
encroachment permit
C17voFLa
ApR Qrov,
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
1.3 Subdivision Improvement Permit — Class III
DATE: 4 I Igy Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION LA QVINTA SEN\)?. CENTER- W.OF'
\,q.3S-T S. OF
C.AL\.E 'T(Xt`'11PiC10 -�Oc -mr_: 6%Ti csF L-A G),j-% C,_ .
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION "CO PROVIDE DONIES'T\C. WATE1V.
SERVICE TO 'THE
DESCRIPTION OF CONSTRUCTION C.1.W11) FOV4ES TO SNSTAIL
\-$"STNS OvT A \A \-V S-'Cu8 OvT AT -[NE 'CoLLOW64(1
T
Sketch (attach construction plans if appropriate)
t4S . Q AN V' SNOB OOT AP ?VM. rVIV E• OF WSERT c.w8
OF INSTALLATION OR REMOVAL Cp<<E TAtARiLO As\d QZ. A -(v"
of Aw eco• a a La T-ec,da. alga C
Atie -A cottJ►n9S.
SIZE OF EXCAVATION, IF NEEDED 2 -Q
APPROXIMATE TIME WHEN WORK WILL BEGIN APR\\. \QA4
APPROXIMATE TIME OF COMPLETION 3 DA`?S
ESTIMATED CONSTRUCTION COST't 1W, --.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
00.\1 E OM -INE NOILMA S\DE; OF
STvtb AT Tl1E i%nrkSE(_Ti0T4
a\\e \1ueneme.,cq s StiGwr% Oct
c.vwID -ro OVE -47E ,owl`► £ Ma\Akit\
4\k SEwER 4�r1� �eC ��c\eS.
a4w D. DR,Awm(As t10'S 7.03w)- Z03�12,
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.
- —Q )N� S4 C—Q)
Signature of Applicant or Agent
COAC.NELLA VALLEY WATEZ 'D%S-M*LT 1 )- BOX ko% CAGI WELLA, CA cVM(o 3RarI S 1
Name of Applicant (please print) Business Address Telephone No.
5 AKF AS ABOVE
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 I II
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
i� required
A
TOTAL:
,i
Receipt No.
$
Received by Date
Recorded by
1 816
PERMIT VALIDATION
PERMIT NO. 7-1-33
DATE APPROVED V—i -3
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 564-2246
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'he ionowinc ueneref end Specie, Provisions aro anaenea to and mace s can of perm" No.
GENERAL PROVISIONS
following snarl always Sooty:
NCROACHMENT ON PRIVATE PROPERTY: This Permit authorizes worn to be accomofisheo witnin City of La Quinta rignt ofwav
ONLY..Vhenever construction extends witnin private crooenv. it shall be me rescionsfeuity of the oermntee for his con tractors I to
/ secure earmission from abunin
Putting Property owners. Such autnorltati n must be secured by the Perminee prior to stamng work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tranuavinq eonstruetron edutoment shall not be oormmedt000efetg on env
Davao Surface unless lmedwnn smawn-tacea street Dads. All mechanical outriggers snail be fittedwnn rubber street $hoes to orates
;rte oavmq during excavations. Rubber -urea eoutoment only shall be used in backfill operations in
Davao Pavemem is scarrea. sparred. or broken curing the term m this contract or d the pavement ts marred• City of Laareaa. If the exiting
that these Portions of road be resurfaced over their entire width. ResurfacingQuints shall reduces
surfacing plus aoeroonate s/al•com as specified above, shall consort of one coat of two inches 12..) of A.C.
PROTECTION OF TRAFFIC: All excavations and work areas small be property lighted and barricaded as deemed �esrarybythe Gry
Engineer or La Qwnta City Public Works inspectors. S uiteble detours and detour signs aha ll be placed and maintained for Me duration
of the Protect. The City shall be nonfied 24 Hra, in advance of any traffic tletours or delinemone,
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe• steel culvert and
now
xtryLTUte3 encOuntgfe0 during excavation which necemllats removal shall be reDlaeeO in kind. In the sum .It becomes
n°cassary to remove or cut slashing drainage structures. City of La Quints Shall be notdied prior to commencement of this work.
Drainage structures and open drama shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation ano backfill operations shall be removed from the right of
way. All paved surfaces snail be broomed clean of sarin and other oblectionaple materials immediately after backfill aro compacpon.
Existing gutter line and drainage Outcries snail be replaced to their original standard or better. All excess material shag be rano on.
prior di Paving. Water tanker shall be used. as raquirso. to sprinkle trig lop Site to keep down dust conditions and shay be used
immeoiataty cher bacdill•
DE -WATER OPERATIONS: If de -watering operations are required and pumps aro forcing wateron City of La Quints roads• it shall be
The responsibility of the permmee leanttroctor) to central this water and to provide off-street barricades vuhen neoeaal it
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limned
V.
an assfor theime. erng propertyownersattemergencyvehietes.IntheeventitistettbythepermitteeInsthemuse!o!saStreetfor
any leng4t of time. cermmee shell contact this office to obtain the necessary permission
SPECIAL PROVISIONS
The fait" shall apply ONLY when indicated:
777•-7015
R1 NOTIFICATION: Permmee shall Wordy the City at M M IBM 48 hours in advance of starting con truction.
R2 CASH DEPOSITS OR BONDS: A Cash trona or an approved surety bond in an amount of not less theme
shall be furnished in the name of City of La Quints to cover all wort involved in the restorauon of the va
roads and survey monuments. This bond shell be cWproject. uou$ until Cancelled riOYa V Quints
\Posted prior to ccmmeneemem of any work on this by the City Engineer• This bond must be
�
R3 TILITY CLEARANCE., (SubStructures) Priarto making any exCavaum volhin the City Of La Quinta right atw"Sulhorlzed
by permit. the pennntes shall contact all concerned utility companles restive to the beation at existing atlbwuetures.
Damage to eiusnng stibmuctures resulting from operations conducted undo this perinrt shall be the soy u sppatbility
of the permntee.
fin) UTILITY CLEARANCE- (Surface atructuresl No work shall be dote under this Permit until all utilities ars dear of the
C� proposed work site. The permmee shall notify all concerned utllity companies of the proposed work•
AS PAVEMENT WIDENING: Area between the proposed m
surfaced with inches of A.C. paving
la ate gutter line and the existing road pavement shall be
having an"R'valueofnotlesatnan gid ceden inches of class aggro ate$
and in conformance withCirydfLaQuintsRoadlnt rove subbase course
and Specifications. Ordinance 0461. 0 entStan as
R6 PARKWAY GRAOING:Aroa between ins Property fine and lot) of the proposed concrete curb shall be gradepto a slope of
1/4 incn to one foot (11.
R7 GRADES & STAKES: City of La Quints shall establish grapes aria stakes for the proposed concrete curb and gutter
construction.
R8 GRADE CHECKING: City of La Quints small chem gradesuponreceipt ofPanand pFofileand/or grades asestablished by
a likened engineer.
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter 1 feet)ahelf be
removed. Curb and/or curb and gutter shall be saw cut Prior to removal. Decreased curb, matching concrete gutter and
concrete driveway approarn shall be constructed in conformance with City of La Quints Standard x207.
cret
RIO 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 I _:) of class
aggregate base. Driveway construction snail conform to artaened drawing
All CULVERTS: A Bch Diameter I
inches below and in fine with the existing flow i— )cul me �ulartsnail be anon small
lconform ithth the n attacheddrawing. /2
SIGHT CLEARANCE. Sight clearance of 600 feet in eller direction snail be assured and maintained
R13 SOIL STERIUZER: The area to be surfaced shall be treated with sou sterilizer. Rate of application shall comptywith the
manufacturer's specifications.
14 COORDINATE WORK: The proposed work shall be Subordinated to any operation which the State of California or
Cine of La Quints 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 oreclude delay or interference with State or City of La Quints proleas.
< 1 SURVEY MONUMENTS: Prior to excavation or beginning of construction. all survey monuments which etdst an the
canterling of all Streets Or property lines when involved stall be cc., fatgty tied outgo they maybe readity and correctly
be replaced by ! licensed Cnlil engineer or surveyor at the "Osref of the Defmitteat. A comptetr sgt of not!! atfdiwing th e
tbe ie to tne$e monunertta set!! be fummnsd td Pte City Engirww Dridr t0 the roffiaYel Ot lmr ffidrtumetitl This dffiee in! 11
nOplN6 uDm COrtteebon at ie cemem of ell survey rho itrttenm for draper erotea lciiin or%r." -
16
=-�RVEY MONUMENTS P•'nr toexcava loon or oeoinnmo or construction. at survey monuments snail be ilea out OV City
A La Uulnta ano suitaole payment or guarantee at payment snail be mace
R17
/
as relmoursemertt tar all work Invoivea.
PAVEMENT CUTTING: Pavement will be mechanically cut to a strafant eage prior to excavation.
Memo, Of pavement
cunlna snail be soorovea thrown the arflce at Ina City Enameer. IUnaer no circumstances
/
isnall excavating
oe usea to excavate prior to cutting of Davemenil. Excava loon material snail be
1r
/
Olacea In such a Odsitine85 [o oest
facilitate the genera, uow or traffic. Prior to final oavinq operations. any carnage w pavement
correaec. straight
eage snarl be
PAVEMENT CUTTING: Pavement snail be saw cut prior to
removal. Prior to final oavinq operations. any damage to
pavement straight ecge snail be corrected.
LIMIT OF EXCAVATIONS:
Excavations snail be umnee to 1.000line8l feet of open trench
-
oerore bacxf,ll operations must
begin. All excavations snail be properly Darricacea with Hants ovemignt• on weeitencis
ano not,days for the protection m
(he traveling puntic. The Public Works insoeaor snail determine the suitaoiltry
of excavation oarncaaing In each case. No
excavation snail remain open for a oertoo exceeoing rive 151 days. No excavation snail be mage unless the construction
material is acually on the work
sofa.
R20 BACKFILL MATERIAL EacKtill Shall be tree
at brush. roots or other organic substance a6tr1menTz,:..:S use for purposes
Of producing an adequately consaiidatea backfill. Any
•
material which the City of La Quinta seems unsuitaplalapongy Or
saturated material) which is encounterea during excavation shaLL not be used for backfill. but snail
repiatbd
by an approvea rano or gravel. - be suppfamemea or
R21
BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and
shall be placed in lifts of notgreaterthan
three feet 139 ano vibrated using vrbrota roper or equivalent equ Ipment. Alternate
methods maybe substituted, but in any
case a relative compaction of 95 percent shall be anainea within the s:ructural section of the
Toepyvay,
BACKFILL PLACEMENT: Backtill shall be applied in fevers of not more than 50
awede=
_
percent of the total of the trench
before tloowngwamaximum Offive•loot(51liftswheretrenches are ofexcessive de
rins.Careistobeexerctaaathatthe
backfill material Is not subjected to silvering swell by flooafng operations. Backfill
material shall be Piebald so that the
resulting compaction shall be not less than 90 percent or edurvalent to the
surrounding ground. whtcn ever is the greeter
compaction. Where ponding or flopping is uses for a maximum setvement. adequate
dikes will be constructed to retain
the water. Where letting is used. the len shall be of sufficient length to reach the
shall be continuous. bottom of each :aver and the water
rsuppty
feet and a minimum of one (1) test on each
n COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at Intervals of not mathan 1.000
road. One (11 copy of each test shall be forwarded to the City Engineer for
approval and f iled prior t0 making permanent repairs. COmpacuon
tests shall be M806 as Outlined In Section 6.3.01 of the
Standard Spatsftcos"OTI • Division Of Highways, State of California. dated January
R2
1973.
COMPACTION TESTS: If so required by the insoeaor, compaction tests an all be mace for earn QaS1Ihg Or i line
One 11) copy of each test shall be farweraee
to the City Engineer for approval and filed prior to making parmatyrtt repair-
CompaCtion testa snail be mace as outlined in Section 6.3.01 of the Standard
Speedications. Division of Hig ways. Sta.
of California. dated January 1973.
R25
TEMPORARY PAVEMENT REPAIRS: Atter completion of bac till and
compaction operations. a temporary patch
consisting of 2 inches of SC -800 shall be placed or. a prepared subgraae. The SC -800 temporary paving Snap be
after a maximum of 3.000 lineal feet
placed
of trench has Peen excavated ano backfill operations completed. but in no case shall
the Placement of the temporary pavement exceed a five 151 day limit.
R26
PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been
completed, a temporary patch
consisting of two Inches (2-) of SC -800 shall be placed Immediately. A
permanent patch of
surtacing placed on a inch class base shall be placed no laterthan inches A.C.
temporary road repair. days aherepmpletlon of
R27
PAVEMENTREPAIR: F.A.S.: Upon completion of bacidillanocomoaction.
a lemoorarypatch consisting of two inches (2-)
of cold mix paving (SC -8001 shall be placed immediately. A permanent
patch of three inehes 13") of A.C. surfaeme snag:
be places on six inches 16") concrete base as directed, bin not laterthan fifteen (151 days after completion of temcorary
paving. Concrete base shell be of five.sakk
mix and shall conform to the City at La Quints Road lmprovementStanaaras
and Specifications. Ordinance 9461.
R26
FOG SEAL A fog seal coat consisting of an application of aspnaltic emulsion shall be applied over all patch
daterrninso by the City Engineer. areas as
R29
SEAL ARMOR COAT: A seal coat consisting of an application binder ano screenings shall be applied on so paten areas
where such seal coats existed prior to
issuance of ttpspermft. Seal or armor coats shall be applied as sDekdfied in Section
37, Standard Spectficat,ons. State of California. Division of Highway dated
R30
January 1973. Work of pavement repair to
be 8cpom0lished by a licensed contractor engageo in the business of pavement repair.
STREET RESTRIPING: Where street striping
is still visible on streets to be excavated. such striping shall be replacea upon
completion of permanent repairs.
R31 TREE RELOCATION OR REMOVAL. Tree relocation witn,n the City of La Qu,nta roaa right of way shall be aecomplishea
by a licensed. bonded ano fns urea tree service. ana handled safely wnnoul mterterence or naxaro to the travahng public.
It shall be the responsibility of the permittee to maintain the tree in a vigorous growing conaltion at Its new location.
Trees to be removes shall be removes to sections which can be handled safely without Interference or narara to highway
traffic. The entire wrath Of the tree stumo snail be removes and CLipOsea Of so trial n0 debris remains In view Of the
hignwav: The stump hole snail be backfilled ano thorougntycompac ea as specified in the following parograpn. Where,(
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 ano compactea 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 Seaton 6.3.01 of the Standard Specifications. Division of Highways. State of California. aatea
January 1973.
R32 TREE TRIMMING:
a. Only the necessary trimming snail be accomollshea to Drov,ee clearance of the facility for one calendar year.
All broken or week sections within the trimming snail be removed.
Adequate signs" flagmen. and/or barricades
b. Where n becomes necessary to restrict traffic. the work shall be restricted to a maximum of 500 feet at anyone time.
snail be provided to protect the traveling public at all times.
C. If tree trunks are partially outside of the City of La Ouinta road right of way, permittee snail matte his own
arrangements with adjoining property owners for consent to the trimming in addition to the autnoritation orovlcec
by this Perron.
d. All tree trimming an EVERGREEN TREES. PALM TREES, arta other ORNAMENTAL TREES shall be accomplished to
The satisfaction of the City Public Works Inspector.
e. Abutting property Owners shall be eOtlot=ad. in all instances. anor to trimming or topping trees.
t. Pruning shall. in all instaneaa, be at the shoulder of the udtcn to Insure
even. no nealf m ■ll sus at n........,�
SPECIAL CONDITIONS --PERMIT NO. 2133
--- CVWD ---
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 1st to April 30: Monday -Friday 7:00 a.m. to 5: 30p. m.
Saturday 8:00 a.m. to 5:00p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p. m.
Saturday 8:00 a.m. to 5:00p. m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee/contractor 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.
6. Advance warning signs and traffic control shall be installed and maintained in accordance with
Cal Trans Standards. It shall be the permittee's responsibility to detour and barricade this site.
Traffic control shall be installed per the attached traffic control plans.
7. Street closures shall not be permitted. A minimum of one travel lane in each direction on paved
surface shall be maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.
9. 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.
Special Conditions - Permit No. 2133
Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2133
continued
10. 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.
11. When the work is within 500' of a signalized intersection, the permittee shall notify Riverside
County Signal Dept. at (714) 275-6894 or Caltrans Signal Dept. at (619) 688-6845 as
appropriate a minimum of 48 hrs prior to starting work.
12. 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.
13. If the work is to be performed by forces other than that of the utility company the contracting
company shall be required to be a co -applicant and pay the appropriate fee.
14. All excavations at or near the travel way shall be backfilled and paved at the end of every work
day as directed by and to the satisfaction of the City Engineer for the protection of the traveling
public.
15. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced
to its original condition.
16. Access and egress to all local properties shall be maintained at all times.
17. Permanent pavement replacement section shall be one inch greater than existing, and shall be
installed within 72hrs of completion of the work.
Special Conditions - Permit No. 2133 • Page 2 of 2
' C18 or C23 -> 0
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Q See Chart A
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Y
0
� D
MINIMUM RECOMMENDED DE�� A �.
DELINEATOR AND SIGN PLACEMENT
TRAFFIC SPM TAPER LENGTM DaINFaTOR SPACING SIGN SPof _
25 YPM ( ) (T�►) (T+ ) 8 seh" a Sig-) $
U 150 Ft 2S Ft.
30 MPH 35 UP" 200 Fl. 30 FL 60 FL 150 R
200 Ft.
40 MPH 3� Ft 35 rL 70 Ft 250 Ft
D •45 MPH SW FL 45 FL BO Ft 350 Ft �
'S0 MPH 600 PL 90 Ft S50 Ft
'SS+MPH 1000 Ft 50 R 100 FL 600 Ft r J
50 Ft 100
Nofe: See Section 8 for high BPft0 Ft 1000 FL
See Chart A I
O ,C -C20 i
D (Rt) ,
SI
n
• II
:CLOSING OF RIGHT.
I
1
IBARRICADES
FLASHERSoPnONAL
WORK
HIGH LEVEL
WARNING DEVICEOR
FLASHING
'ARROW
UNEATORS
01
s�
� D
MINIMUM RECOMMENDED DE�� A �.
DELINEATOR AND SIGN PLACEMENT
TRAFFIC SPM TAPER LENGTM DaINFaTOR SPACING SIGN SPof _
25 YPM ( ) (T�►) (T+ ) 8 seh" a Sig-) $
U 150 Ft 2S Ft.
30 MPH 35 UP" 200 Fl. 30 FL 60 FL 150 R
200 Ft.
40 MPH 3� Ft 35 rL 70 Ft 250 Ft
D •45 MPH SW FL 45 FL BO Ft 350 Ft �
'S0 MPH 600 PL 90 Ft S50 Ft
'SS+MPH 1000 Ft 50 R 100 FL 600 Ft r J
50 Ft 100
Nofe: See Section 8 for high BPft0 Ft 1000 FL
See Chart A I
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i
See Chart A a
D �
(9)///
FLASHING ARROW
rvwnronu urvl%lc
0
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. 0
0
O
Oa
BARRICADES i
1 FLASHERS
OPTIONAL
1
it
1
1D {
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— CHART A —
MINIMUM RECOMMENDED DELINEATOR
AND SIGN PLACEMENT
SIGN SPACING
TRAFFIC SPED
TAPER IENM DELINEATOR
SPACOK
(E°f't-») (Tap-)
R+�)
8 Between Signs)
MPH
150 Ft 25 FL
50 FL
150 Ft
30 MPH
200 FL
30 FL
60 FL
200 Ft
35 MPH
250 FL
35 FL
TO Ft
250 FL
40 MPH
�45 MPH
350 Ft
40 Ft
80 FL
I
350 FC
'S0 MPH
S50 FL
sS FL
90 FL
S50 FL
'S5+
6DD Ft
50 FL
100 FL
600 Ft
MPH
1000 FL
50 FL_
100 FL
1000 Ft
Note: See Section 8 for high speed sh abon&
U
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.__�_-____.____�_���._.____. - ___-----._�__-________ __ ---__ ----- _ _ _ _ _ _ __ : __ _ _. � _ _ _ _ . _ _ _ _ _ _ _ _ . _._ _. __ __i L� _ _ i_ _ I � _ _ - _ __