City of Las Vegas building codes, notices, correspondence

NOTICE OF PUBLIC HEARING July 11, 1956
Notice is hereby given that on July 26, 1956 at 7*30 P.M. in
the Council Chamber of the City Hall, Las Vegas, Nevada, the Board of
Zoning Adjustment will hear the application of
FOREST LANE MEMORIAL CHAPEL, INC. FOR A USE PERMIT TO CONSTRUCT
A MORTUARY CM THE EAST SIDE OF N. MAIN STREET BETWEEN NEVADA
HIGHWAY DEPARTMENT AND FOREMASTER LANE, LEGALLY DESCRIBED AS
** ■*» . J
BEGINNING AT A POINT M E R E THE SOUTH LINE' OF THE NE| OF THE
NEf OF SECTION 27, T20S, R6lE, MDB&M, INTERSECTS THE EASTERLY
RIGHT OF WAY LINE OF STATE HIGHWAY RIGHT OF WAYj THENCE
ALONG SAID EASTERLY HIGHWAY RIGHT OF WAY LINE NORTH 27°li5*
EAST A DISTANCE OF 152.5 FEET TO THE TRUE POINT OF BEGINNING
| THENCE CONTINUING ALONG SAID EASTERLY HIGHWAY RIGHT
OF WAY LINE NORTH 27°lt5V EAST A DISTANCE OF 200.0 FEET TO
A POINTj THENCE SOUTH 62°l58 EAST A DISTANCE OF 230.0
4 * • m «*s
FEET TO A POINT! THENCE SOUTH 27°U$I WEST A DISTANCE OF
200.0 FEET TO A POINT! THENCE NORTH 62°l5» WEST A DISTANCE
CF 230.0 FEET TO THE TRUE POINT CF BEGINNING, IN A C-2 ZONE.
Any and all interested persons may appear before the Board of Zoning
Adjustment, either in person or by counsel, and object to, or express approval
of, the proposed Use Permit! or may prior to this tearing file with the
City Planning Director written objections thereto, or approval thereof.
FRANKLIN J. BILLS
FJBjJE Director of Planning
U-3l*-56
April U, 1957
SUBJECT; REVISION OF STANDARD DRAWINGS FOR PUBLIC IMPROVEMENTS
Dear Sirs:
Enclosed are additions to Standard Drawings for Public Improvements
for the City of Las Vegas, latest Index Sheet, Sheets S-$,
S-5A, and S-U$.
You are advised to add these to your file of Standard Drawings.
DIRECTOR OF PUBLIC WORKS
GEWsFXSskb
end.

ADDENDUM
TO
CODE OF STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS
October 1, 1958
Revisions as follows to the Code of Standard Specifications
for Public Improvement as adopted by Ordinance No.
621 are effective as of this date:
Add to SECTION 57 - Page 152 - Article 11K11. Seal Coat
and chips.
SEAL COAT AND CHIPS
-A- GENERAL
The bituminous seal coat covered by this section of the
specifications shall consist of an application of
bituminous material and mineral aggregate on a previously
prepared wearing course.
-B- MATERIAIS
The materials used shall conform to Section 21 F of
this specification.
-C- WEATHER LIMITATIONS
The seal coat shall be applied only when the existing
surface is dry, and when the weather is not rainy. It
shall not be applied when the roadway surface temperature
is below sixty (60) degrees F., unless otherwise
directed by the Engineer.
-D- PREPARATION OF SURFACE
Immediately before applying the seal coat, all loose
material, dirt, clay or other objectionable material
shall be removed from the surface to be sealed, with
a power broom or blower supplemented with hand brooms,
as directed by the Engineer. After the cleaning operation,
and prior to the application of the prime coat,
an inspection of the area to be coated will be made by
the Engineer to determine its fitness to receive the
bituminous sealing material.
-E- PLACING
a. General. Attention is directed to Section 2, Paragraph
"D", "Preservation of Property", of these
specifications. Liquid asphalt shall be prevented
from spraying upon adjacent pavements or that portion
of the traveled way being used by traffic,
structures, guard rail, guide posts, culvert markers,
trees and shrubbeiy that are not to be removed,
adjacent property and improvements, and other highway
improvements or facilities not specifically
mentioned above.
b. Bituminous Material
(1) Equipment - The Bituminous Distributor shall
have pneumatic tires of such width and number
that the load produced on the base surface shall
not exceed six hundred fifty (650) pounds per
inch of tire width. It shall be so designed and
equipped as to distribute the bituminous material
uniformly at even heat on variable widths of surface
at the controlled rates specified herein. Distributor
equipment shall include an independently
operated bitumen pump, tachometer, pressure gauges,
volume measuring devices, a thermometer for reading
the temperature of tank contents, and a hose attachment
suitable for applying bituminous material to
spots missed by the distributor. The distributor
shall be equipped for circulation and agitation of
the bituminous material during the heating process.
(2) Application of Bituminous Material - Immediately
following the preparation of the surface, the
bituminous material shall be applied at between 0.20
and 0.2$ gal. per square yard as directed by the
Engineer. The sealing material shall be so
applied that uniform distribution is obtained
at all points of the surface to be sealed. Unless
the distributor is equipped so as to obtain satisfactory
results at the junction of previous and
subsequent applications, 25 lb. building felt shall be
spread on the surface for a sufficient distance
\
back from the ends of each application so that
flow through the sprays may be started and stopped
on the paper, and that all sprays will be operating
at full force on the surface to be treated. Immediately
after the application* the building paper shall
be removed and destroyed. All spots missed by the
distributor shall be properly treated with bituminous
material.
(3) ihe emulsified asphalt shall be applied between
£o F and lkO F as directed by the Engineer.
c. Cover Aggrega te. ,
(1) Spreading - Ihe covering material shall be spread
uniformly over the bituminous material within twenty
minutes after application of tbs bituminous material.
Spreading shall be done uniformly with aggregate spreading
equipment. Trucks spreading aggregate shall be
operated backward covering the bituminous material
ahead of the truck wheels. The aggregate shall be
placed in sufficient quantities, within the limitations
specified in Paragraph'=0? in this section of ,these
specifications (below), to provide a small roll or
surplus material in front of the broom drag thus preventing
the brooms from turning over the coated aggregate.
Areas having insufficient cover shall be backspotted
or sprinkled with additional aggregate by hand
during the operations whenever necessary.
(2) Brooming and Rolling — After sufficient aggregate
is spread to prevent pickup of the bituminous material
the aggregate shall be rolled three passes with a
pneumatic roller followed by at least two passes with
a steel wheel roller before commencing broom dragging.
Broom dragging shall continue as long as is necessary
to uniformly distribute the cover aggregate over the
surface. Broom dragging and rolling shall continue
until the surface material is distributed and worked
in, to the satisfaction of the Engineer, After a
minimum duration period of three weeks,.all surplus
aggregate shall be sweptt off the surface and stock
piled in the location indicated on the plans or as
directed by the Engineer prior to final acceptance
~F- QUANTTHES OF MATERIALS PER SQUARE YARD
Hiequantities of materials to be applied per square
yard for the seal coat and aggregate cover shall be
within the maximum and minimum quantities as shown
in the following table. The exact quantities of
materials"may be varied as directed by the Engineer
to meet specific field conditions.
MATERIAL QUANTITY APPLIED
PER SQUARE YARD
Gallons Pounds
Bituminous Material
Mineral Aggregate
120 - .25
8 - 1 5
ADDENDUM
CODE OF STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS
October 1, 1958
SECTION 3U - Liquid Asphalt. Delete Part nk m and substitute the
table below:
General Requirements A.S.T.M. RC-1 RC-2 RC-3 MC-0 MC-1 M<£2'm
Flash Point - Copen Tag) ®F D-92 ' 6o t/- 8o A ioo A- ioo A i5o A
Furol Viscosity 77°F
122°
iUo°
L , 180°
D-88
75-100
75-100 75-100
? 120-200 250-50C 100-120
Distillation (Percent of
total to 680°F)
to 37ii°F
U37
5oo
600
Residue from distillation
to 680°F volume percent
difference•
»-
DU02
lLO
50 A ho -/• 25 A 25 - 20 - 10 -
70 J 6£ A~ 55 A H0-70 25-65
83 A 75-93 70-90 60-87
60 67 A 7 3 ^ .50 A 6o A
Tests on residue from distillation
penetration
77°F-100 g - 5 sec.
Ductility 77°F
Solubility iiiim i i « < ta « ■ «
- '•
d -£
D-113
D-l; « "11 1 1 « 1 1
80-120 80-120 80-120 120-30C
&01
O1120-300
100-/. ioo -A loo A 100 A ioo A 100 A
9 9 . 5 A 99.5-A 99.5/ 99.5A 99. $ 4 9&5/
-- * ADDENDUM
TQ
CODE OF STANDARD SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS
October 1, 1958
Revisions as follows to the Code of Standard Specifications
for Public Improvements as adopted by Ordinance No. 621, are effective
as of this dates
SECTION 53 - Paragraph D. Add sub paragraphs <t»- ■ rfy •" — -■:****•£•**.• • ■ — . »
3. Prime Coat
(a) This shall include all supplies, material, equipment
and operations in connection with the application
of a cut-back liquid asphalt to non-bituminous base
courses prior to the placing of bituminous paving.
gl ■ 11 i
Cb) Immediately prior to the application of the
asphalt primer, an inspection shall be made by the
Engineer to verify that the base course is compacted
to a minimum of 90% of maximum density as determined
by the modified A.A.S.H.O. Designation T 180-57 suid
that the surface is smooth, true to grade and cross
section and free of any loose material.
(c) The surface shall have sufficient moisture to
prevent dust bubbles but the percentage of moisture
shall not exceed k% in the upp6r inch of base material.
(d) A prime coat of cut-back asphalt shall be applied
to non-bituminous base courses twenty-four (2U) hours
prior to placing a bituminous pavement thereon.
(e) The pressure distributor used-for applying primer
material shall be equipped with pneumatic tires and
Shall be so designed and operated as to distribute the
primer material" in a uniform spray without atomization,
in theamount and between the limits of temperature
specified. It shall be equipped with a fifth wheel
spbed tachometer registering feet per minute and so
located as to be visible to the truck driver to enable
him to maintain the constant speed required for application
at the specified rate. The pump shall
be operated by a separate power unit, or by
the truck powerunit. It shall be equipped
with a tachometer registering gallons per "'
minute passing through the nozzles and rteadily
visible to the operator, 'Suitable means for
accurately indicating at all tiftes the temper-'
atures of the primer “material shall be provided.
The thermometer well shall be so placed as not . . 7 • I • • . - - uM , |
tobe in contact. with a heating tube. The
distributor shall be so designed that the normal
width of application shall be notless than six
(6) feet, with provisionfor. the application of
lesser width when necessary. If provided with
heating attachments the distributor shall be so
equipped and operated that the primer material
shall be circulated or agitated throughout the
entire heating process. *' ’* * **’* ** ' ,***' ' • . •• ** '• ' *" ' . '■ I ‘M* • - 1
(f) * Upon the prepared surface, asphalt primer
shall be applied uniformly, as directed, at
the rate of from twenty hundredths (0,20) to
thirty hundredths (0.30) gallon per square yard,
as directed by the Engineer, It shall be applied
nnly -when the surface is dry or but Slightly
damp and unless otherwise permitted by the
Engineer when the air temperature in the shade
is not less than 50°F. . . V
In order to prevent lapping at the end junction
of two applications, the distributor shall be
promptly shut off and if necessary, to prevent
dripping, a |drip pan shall be inserted under
the nozzles when the application is stopped.
Before continuing, apdication, building paper
shall b e . Spread over t he'treated surface f or a
sufficient distance back, so that the sprayers
are operating at full force when the Untreated
surface is reached. The building paper shall
then be removed and destroyed, A hand spray
shall be used to apply primer material necessary
to touch up all spots unavoidably missed by the
distributor.
EIMein®X-0 or M3-X cut back asphalt, meeting the
requirements as stated,in Section 3U, may be used
as directed by the Engineer and shall be applied
at the temperatures VfH,: . . im ndi* c■. ate* d^ b••e ls ows gllgg •** |
i
Min# F.
MC-0 £0°
MC-=1 80°
(g) The asphalt primer should preferably be entirely
absorbed by the baSev course and, therefore, require"
no sand cover# If, however, it has not been completely
absorbed twenty~fqur (Sli) hours after application, just
sufficient sand shall be spread over the surface to blot
up the excess liquid asphalt and prevent it fronv picking
up under' t r a f f i c A l s o , , sand shall fbe used in amounts
deemed nepessary by the Engineer at intersections and
such areas where traffic may .pass over the prime Coat,
Prior to laying" an intermediate or surface course, all
loose or excess sand shall be Stfept from the base#
(h) The contractor shall protect the prime coat against
all damage and markings both from foot and other traffic.
v Barricades'shall be placed at the proper locations to
protect the liquid asphalt from traffic. If after the
prime coat-has been applied to the satisfaction of the
Engineer andhas been accepted by him, it is disturbed
by negligence on the partof the contractor, It shall
be restored at his expense to its condition at the time
of acceptance# No material shall be placed until the
prime coat is in a condition satisfactory to the Engineer
(I) The amount of completed and accepted work shall
be included in,the contract unit price per square yard
fob asphaltic concrete pavement, which shall include
full Compensation forrfurbishing all labor, materials,
tools, equipment, compaction, shaping and water necessary
to complete the job.
Max. F
120°
• 1$ 0°
V
N D
November 111, 1958
File: 100-U3
Trust Department
First National Bank
3rd Street Branch
Las Vegas, Nevada
Attention: Mr. C. M. Boardman
Subject: Proposed Assessment District
100-14.3 (Area 1)
Gentlemen:
With reference to your inquiry of November 10, 1958, concerning methods
of installation of the proposed street lighting.
In general, the lighting units will be spaced at 90 ft. staggered intervals.
That would locate the foundations at 180 ft. spacing on each
side of the street. The standards will be 30 ft. in height, and will
be centered at 18" behind the back of curb. Foundation elevation will
be same as existing curb elevations, and flush with any future sidewalk
development. Wiring will be overhead.
The cost of the improvements will be on a front foot basis far the entire
district regardless of present degree of development of the property. The
estimated cost of improvements is between $i;.00 and $5.00 per front ft.
The complete system will be located within the existing street right-ofway
and consequently should cause no difficulty in future "on site" develop'
ment •
We appreciate your interest, and will be happy to supply any further information
should you require it.
Very /truly, yours,
<Q\
H
/ V'
R. P. Sauer
Director of Public Works
RPS:BR:cd
cc. C. A. Stay
C. E. Stay
F. S. Stay
s/ 4 (/
r>
%
r«? is.
rC
Mf®.
November lli, 1958
File: 100-ii3
Trust Department
First National Bank
3rd Street Branch
Las Vegas, Nevada
Attention: Mr. C. M« Boardman
Subject: Proposed Assessment District
100-U3 (Area 1)
Gentlemen:
With reference to your inquiry of November 10, 1958, concerning methods
of installation of the proposed street lighting.
In general, the lighting units will be spaced at 90 ft. staggered intervals.
That would locate the foundations at 180 ft. spacing on each
side of the street. The standards will be 30 ft. in height, and will
be centered at 18" behind the back of curb. Foundation elevation will
be same as existing curb elevations, and flush with any future sidewalk
development. Wiring will be overhead.
The cost of the improvements will be on a front foot basis far the entire
district regardless of present degree of development of the property. The
estimated cost of improvements is between $U.OO and #5*00 per front ft.
The complete system will be located within the existing street right-ofway
and consequently should cause no difficulty in future "on site" development
.
We appreciate your interest, and will be happy to supply any further information
should you require it.
RPS:HR:cd
cc. C. A. Stay
C. E. Stay
F. S. Stay
yours,
R. P. Sauer
Director of Public Works
September lU, 1959
SUBJECT: REVISION OF STANDARD DRAWINGS FOR PUBLIC IMPROVEMENTS
Dear Sir:
Enclosed is an addition to Standard Drawings for Public Improvements
for the City of Las Vegas, Nevada, Sheet S-26U.
You are advised to add this to your file of Standard Drawings and to
add this number to your present Index Sheet.
Very truly yours,
RPSspl
R. P. Sauer
Director of Public Works
ADDENDUM
TO
CODE OF STANDARD SPECIFICATIONS
FOR PUBLIC IMPROVEMENTS
Revisions as follows to the Code of Standard
Specifications for Public Improvements as adopted
by Ordinance No. 621, are effective as of this
dates
SECTION 55 - Paragraph B add the followings
Where existing direct burial street lighting cables
are located beneath proposed driveways or sidewalks,
encasement in conduits shall be provided. For double
cables, a one and one-fourth (lij) inch wrapped conduit
shall be installed. For a single cable a one Cl) inch
wrapped conduit shall be installed. The City of Las
Vegas Electrical Division of the Department of Public
Works shall be notified to make necessary cuts and
splices.

2.
21 F - Addition, Seal Coat Materials.
Size Requirements of Aggregate.
The aggregate shall conform to the grading
shown in the following table:
Physical Requirements of Aggregate.
The mineral aggregate shall consist of
crushed stone free from dirt, organic
matter, elayballs or other objectionable
material, and shall be sound and durable.
The percentage of wear as tested by use of
Los Angeles Rattler ASTMC 131-51 shall not
exceed 1*5$ at 500 revolutions.
The aggregate shall be sufficiently free of
moisture to enable it to be readily coated
with bituminous material. Sixty percent
of the aggregate shall have three or more
broken faces.
The bituminous material shall be emulsified
asphalt penetration grade RS-1 or RS-2? as
directed by the Engineer and conforming to
Section 36 of this specification.
Laboratory Sieve Square
Opening_____________ __
Percentage by Weight
Passing Sieve
100
85-100
10- 1*0
0-10
0
No. U
No. 8
No. 16
No. 200
R E V I S I O N S
D A TE DESCRIPTION
V
BY • A P P R O V E D
/$/$/sc* f f d f U '/ A//a/, [) ■ /zrJ
— ■ --"■ ■ ■ f c — ■
\ t ?
10(7$ / £ *
~ ' 7 T - -i— 3 “
* t jr X r L t L
A P P R O V A L S
O FFIC E EN G IN EER
FIELD EN G IN EER
CITY EN G IN EER
I) C2 {i. I u v
WHEN MANHOLE IS IN PAVED STREET,RAISE MANHOLE FRAME
TO PAVEMENT GRADE AND EXTEND PAVING TO FRAME.
/PAVEMENT GRADE /
STANDARD MANHOLE COVER AND
/ f FRAME. SEE STANDARD DRAWINGS
s-uo a s-in.
PAVEMENT
5 — *■
REINFORCED WITH
1/4” ROUND STEEL
WOUND SPIRALLY
ON CENTERS.
% A
i 1 • F = -
V V z f 0
« A — 5
£
>
•
P
"cm
•
V •0
0 = ., . . - J
•* ^ 2 - 0 0 B 0*
SET RING IN
THICK BED OF
NEAT CEMENT
MORTAR.
r
t
B
8II
INVERT
rt£)
=0'
MAX SLOPE OF
REDUCER TO BE 4;9
CMl
CM i
------MW 4*-00
r*
n
•i
CO
II
&2
•c l a s s "a "
CONCRETE t i
CEMENT IN PLACE WITH
NEAT CEMENT MORTAR.
RISER PIPE
Q—
REDUCER CONE
STEPS
-SHAFT PIPE
ALL JOINTS SHALL
BEMADE WITH
NEAT CEMENT
MORTAR.
s:"*> • ‘at'
• L A 1 .
3>
TYPE B = 3 " SECTION A - TYPE A = 5
" 6" MIN. GRAVEL BASE
AFTER ERECTION, THE CONCRETE SURFACES SHALL BE
DRY AND CLEAN AND GIVEN TWO COATS OF NO. 5 0
BITUMASTIC OR EQUAL. NO THINNER SHALL BE USED,
THE FIRST COAT SHALL BE ALLOWED TO DRY 2 4 HOURS
BEFORE APPLYING THE SECOND COAT.
SECTION C-C
-I
L
NOTE: CAST 5 /8 " ROUND GALVANIZED
IRON STEPS IN WALL A MAXIMUM OF ii 15 APART. SEE DETAIL.
10” MIN.
NOT TO SCALE
STEP
VITRIFIED CLAY PIPE MAY BE LAID THROUGH THE MANHOLE
AND USED FOR THE INVERT.
THE TOP OF THE PIPE SHALL BE BROKEN OUT TO A NEAT
LINE AT TOP OF BASE.
PLAN B-B
INVERT SHALL BE TRUE TO GRADE AND ALIGNMENT AND FINISHED
WITH A SMOOTH SURFACE. WHEN MANHOLE FORMS THE JUNCTION
OF SEWERS A N D /O R AN ANGLE IN MAIN ALIGNMENT, SPECIAL
CARE SHALL BE USED IN FORMING THE CHANNELS TO FACILITATE
THE FLOW OF SEWAGE.
SPECIFICATIO N R E F E R E N C E
DRAW N BY J |V\uLLt^
C H E C K E D B Y ./Ci*
FIELD B O O K S _______
CITY EN G R .
CONCRETE
SEC. 5 4
GALV. | MISC. METAL
S EC: 2 7 SEC. 2 6
C I T Y O F L A S V E G A S E N G I N E E R I N G D E P T .
STANDARD
CONCRETE SEWER M ANHO LE^
TYPES ABB
D A T E ...
S C A L E
D R A W I N G N O .
S - I I 4
L I E T Z H I S T O P F L I G H T 2 8 0 1 1 -8 3 /
R E V I S I O N S ^ W A P P R O V A L S
DATE DESCRIPTION BY APPROVED O FFICE ENGINEER
j" * ( £/*_J I-A * *j '*•* ' i // fir/
5 -1 5 -5 6 A STD. LOCATION 8 POLE SECTION H.Ball FIELD ENGINEER
2 • 14 • 57 A \ POLE SECTION L.H. J i '/ ff Jt i- ---------- V CITY ENGINEER
CITY ELECTRICIAN
ALUMINUM CAP
Oou< I- LU
0Z
3 <-1
2Ljl ^LU O
<CL *o 1 LU = J CD 0) O Q °-<i> LU h- LU <r
o
{0 CVJ
oo
O X
z o
I- Qcr_ <O <£L
O
D O
LU O oar fzc U_ CP
LU LU cr a
CONSTRUCTION NOTES!
STANDARDS FOR HWY.
LIGHTING SHALL BE
AS SPECIFIED ON
PROJECT DRAWINGS.
VARIATIONS IN THE MTG.
HEIGHT B THE POLE
LENGTH MAY BE MADE
ONLY WITH PRIOR
APPROVAL OF THE ENG.
CONCRETE FOR POLE
BASES SHALL BE CLASS
"A" WITH COMPRESSION
TEST OF NOT LESS
THAN 3 ,0 0 0 LBS./SQ.IN.
DOOR OPENING
6 BRACKET
TO ACCOMMODATE
.•I 2 SLIP F IT T E R
2 " STD. PIPE
uETACHABLE ARM
NOTE: REFERENCE TO CAT. N0*S.
IS FOR DESCRIPTIVE PURPOSE ONLY.
APPROVED EQUAL IS SATISFACTORY.
00
*00
CVJ
Xo cr
CL
CL
<
FUTURE OR EXISTING CURB i
~T~
\o
-t-
F0R LOCATION
SEE
A DWG. ^ -3 0 3 A
t .......
7 S \ —- / A \
CVJ- • A
l j
*0 j T~t. M / 4 "
x CONDUIT
<t
STANDARD
11 2 4 SQ.
OR 30 DIA.
BASE PLAN
END OF CONDUIT WITH CAP I " MIN. TO 4" MAX
ABOVE FINISHED SIDEWALK GRADE
A SECTION THROUGH POLE
WHEN PLACED
BEHIND CURB
BURNDY G A R -1426-
4 l" X 4 0 " ANCHOR RODS
WITH 2 NUTS EACH
4 SOLID GROUND WIRE
CLASS "A" CONCRETE
WEAVER "PG B" GROUND
PLATE
'FINISHED SIDEWALK GRADE
GROUT
BURNDY G AR-1726
WHEN PLACED UNDER STREET
1/4 CONDUIT
2 LAYERS CURING PAPER
3" X 5" X 6 "
OR 3 0 DIA.
FOUNDATION SECTION
SP EC IFIC A TIO N REFERENCE
D A TE 1 / 2 0 / 5 6
S C A L E N O N E
DRAW ING NO.
S - 2 5 1 C
DRAW N BY D- NAS-T
CHECKED BY---------------
FIELD BOOKS---------
J\r*«■ * ^ jJf Jet1J
Wjf
CITY EN G R .
C ITY O F LAS VEGAS EN G IN EER IN G DEPT.
LIGHT STANDARD AND FOUNDATION
R E S ID E N T IA L S C O M M ER C IA L
UNDERGROUND WIRING
(C O N C R E T E )
1 ig T Z 1 1 1B T O P F L I G H T 250 1 1-53
R EVISIO N S V ^ A P P R O V A L S
DATE DESCRIPTION BY APPROVED O FFICE ENGINEER i f .
2 / 8 / 5 1 M in . c le a ra n c e 5 ’ t' FIELD ENGINEER / I 9 iC//w V .... ........................
1 2 /1 3 /5 5 / 2 \ MIN. C L E A R A N C E 5* f i i / 4 CITY ENGINEER
2 • 1 4 -5 7 A NOTE L.H. FIRE C H I E F >4#/ „
8 il
NOTE: I
WHERE SIDEWALKS ARE
WIDER THAN 5 ' o " AND
ADJACENT TO THE CURB,
LIGHT STANDARDS SHALL
BE CENTERED 18 " BEHIND
BACK OF CURB.
H
7 - * i
J ' ■ r>
' • P
-► NOTE: SEE 3 0 3 - A
FOR 5 0 ' © 80* S T R E E T
5 '“’ 0 0 "
SIDEWALK
A .
C> “ • f> : A a A
<\ . V>*: P\ >> A
o a
<z>
o
SPEC IFIC A TIO N REFERENCE
DRAW N BY^LflAlMyuJkhi
C H E C K E D B Y . j f e ' L # /
FIELD BOOK'Ss
S .
C I T Y E N G R
CITY O F LAS VEG AS EN G INEER IN G DEPT.
S TA N D A R D
FIRE HYDRANT ft LIGHT STANDARD
LOCATION FOR STREETS WITH PARKWAY
DATE__ r_ ^a-
S C A LE _______
DRAW ING NO.
S - 303
L IE T Z 1118 T O P F L I G H T 280 11-53
DRIVEWAY
REVISIO N S APPRO VALS
D A TE DESCRIPTION
2 * 1 4 * 5 7 SIDEWALK NOTE A
BY
L.H.
A P P R O V ED O F F IC E EN G IN EER
FIELD EN G IN EER
SR. ASST. CITY ENGINEER
r ---- r*
• I . M NOTE A
WHERE DISTANCE BETWEEN
SIDEWALK a IS LESS THAN
2*-0" THE BACK OF THE LIGHT
STANDARD BASE SHALL BE
PLACED ON THE t AND THE
BASE SHALL EXTEND INTO THE
SIDEWALK. (THIS ALSO APPLIES
TO FIRE HYDRANTS.)
t'
_ 5 “ 0* MIN
CLEARANCE
( SEE NOTE V )
SIDEWALK
T
0 .1 CO
1
< PLAN OF
' LIGHT STANDARD
( SEE NOTE "A"
SIDEWALK
J?
. *A‘ • *A * * .*A**<3 *. * -A* A*,’ .’A V> \ A , - A . . • . A- . - ■ <> . * • *4 ’A •
**> * fy * A *. v. -. :r'
. .It* ’.J**. v SIDEWALK
. • i * — * v. , “
., ♦ * ;
( SEE NOTE V )
^ . p> - .
•/>*. . ^*
* * *. a : *. . • . * • A• '* « * . A* - </ * * * */>•• •
a -
-1 -6 <
6 f
B
CONSTRUCTION NOTES:
WHEN FIRE HYDRANTS a LIGHT
STANDARDS ARE LOCATED IN THE
SAME VICINITY, THE MIN. DISTANCE
BETWEEN THEM SHOULD BE 5’-0 " .
WHERE SIDEWALKS ARE WIDER
THAN 5 '0 " AND ADJACENT TO
THE CURB, LIGHT STANDARDS
SHALL BE CENTERED 18 "BEHIND
BACK OF CURB.
W h
I,
I
f ” - . .-y. * J . .V*i WV * • •A * . * •A ’ <1 • * -•f t*• ’A• * .* *< *• A. ~* p• .** .A .-* A» • ^ A* -; C>*
•: w 7i
ir:— H r-6"
fc ' •• • %7 , J*. / . . v * 4 * 4
- • • • a # A * *n. . a •. y* • ♦ . o
SIDEWALK
( SEE NOTE "A" )
**• • {*'• • » .*■» i ( ‘ ‘ ' 1 * 1 1 .' i j •
! i m * • I ». . - > r , . , . * , * > f » - . » ', » • • * - ■
SECTION A —A SECTION B —B
DRAW N BY—H ^ fli|_ r
CHECKED BY. / L*r\L
FIELD BOOKS----------—
CITY ENGR.
C ITY O F LAS VEGAS EN G IN EER IN G DEPT.
STANDARD
r |RE HYDRANT a LIGHT STANDARD LOCATION
FOR STREETS W ITHOUT PARKWAY
DATE__ 3 -1 3 -5 6 .
,11 _ I ^«»
SCALE__ I S3 - Q -
DRAW ING NO.
S - 3 0 3 A
R F V I S F D 3 — 14 — 5 6
CITY OF LAS VEGAS,NEVADA
DEPT OF PUBLIC WORKS
STANDARD DRAWINGS
FOR
PUBLIC IMPROVEMENTS
TA B LE OF C O N T F M T S
DRAWING NO. __________________ T IT L E ________________ _ _ _ _
S -l................... Street Section, 50' R/W
S—2 ................. Street Section, 8 0 ' R/W
S - 3 ..................Street Section, 6 0 ' R/W
S - 4 ................. Street Section, IOO R /W (Commercial)
S - 4 A .............. Street Section, 100' R/W (Residential)
S - 4 B ..............Street Section, 150' R/W (Res. & Comm.)
S—5 ................Street Section, 7 0 ' R /W (Residential)
S - 5 A ............. Street Section, 7 0 ' R/W (Commercial)
S - 6 . . . ............Sidewalks
S - 6 A ..............Sidewalks (Intersection Plan)
S - 7 ................ Driveway with Parkway ( Res.)
S - 7 A ...............Driveway with Park way (Commercial 8 Industrial)
S —7B....... .......Driveway, Sidewalk adjacent to Curb.
S -7 C .............. Driveway , Spacing for.
S - 7 D ..............Driveway, Full width Sidewalk (Comm.)
S —8................ Curb 8 Gutter,“ L" Type.
S—9 .................Special Curb 8 Gutter," l " Type (Highway)
S—10....... ......Valley Gutter 8 Curb Return.
S - l I...;.......... Alley.
S—12............... Alley Curb 8 Gutter.
S —I3A............Monument Cover
S—138............Monument Box.
S—14.......... .....Pre-cast Bumper Block.
S—2 0 ............... Standard for School Crossing Sign.
S—5 0 ...............Warning Signs 8 Barriers
S—102....,..... Manhole, Brick.
S—NO............ Manhole, Cover 8 Frame for(Res.)
S—111................Manhole, Cover 8 Frame for (Heavy Duty)
I
S— 112 ..............Sewer Lateral Connections.
S—113 .............. Pipe Laying Methods.
S H 14..............Manhole , Concrete, Types" A*1 & " b "
S H 15............. Drop Manhole.
S -2 0 1 .............Drop Inlet.
S -2 5 IA .............Street Light ( Overhead)
S—25IB...............Street Light ( Underground)
S-251C ............Street Light ( Underground-Concrete Pole)
S - 2 5 2 .............. Street Light Foundation Template.
S - 2 5 3 ............. Switch Box for Photoelectric Controlled St. Light.
S - 2 5 4 ........... Photoelectric St. Light Installation
S*-255.............Schematic of Photoelectric Controlled St. Light.
S - 2 5 6 ............ Switch Box for Photoelectric Controlled St. Light.
S—260.............. Street Lighting Plan (Sample)
S - 2 6 3 ............. Mast Arm Adapter for Overhead Street Lighting.
S—303.............Fire Hydrant 9 Light Standard Locations.
S -3 0 3 A ..........Fire Hydrant & Light Standard Locations.
S —3 0 7 ............Street Sign Standard.
S—4 0 IA .......... Installation of Water Main and l>£," 9 2" Service Lines
S — 40IB .......... Installation of Water Main and Small Service Lines.
S — 4 0 2 ........... Water Service Connections 9 Thrust Block Placement,
S—403...........Water Main Details, B lo w -o ff 9 Fire Hydrant.
S - 4 0 4 ............Water Meter Boxes, Location of.
R EVISIO N S |
f t
DATE DESCRIPTION BY APPROVED
-------------------------------------------------------------------- ---------------------------------- -- ---------
^ A PPRO VALS
O FFICE ENGINEER ^ 3 - / S> -
ENGINEER
CITY ENGINEER
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GRAVEL AC
SP E C IFIC A TIO N REFERENCE S E C . 2 1 SE C. 56
DRAW N BY ^MAut- ,
CH EC K ED BY.
FIE LD BOOKS N0.^.I.
C ITY ENGR.
C ITY O F LAS VEG AS EN G IN EER IN G DEPT.
S T A N D A R D
S T R E E T S E C T IO N
70' R/W
DATE 3 - 1 5 - 5 7
s c a l f NONE
DRAW ING NO.
S - 5
P A R A G O N B L U E P R IN T 5 0 0 12-54
R EVISIO N S ^ ^ APPRO VALS
DATE DESCRIPTION BY APPROVED O FFICE ENGINEER
ENGINEER f
CITY ENGINEER
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GRAVEL A C %
SP E C IFIC A TIO N REFERENCE SEC. 21 SE C. 56 *
d r a w n b y S m a l l C ITY O F LAS VEG AS EN G IN EER IN G DEPT. 7
D A T F 3- 19 " 57_______
r u c r i ^ r n r y / - t w S C A L E .NONE
FIFLD ROO*^ NONE S T A N D A R D DRAWING NO. S T R E E T SECTION ' f ' 7 0 ‘ R/W S - 5 A
CITY EN G R . COMMERCIAL
7
P A R A G O N B L U E PR IN T 5 0 0 12-54
MINIMUM CROWN
R EVISIO N S (f t
D A TE DESCRIPTION BY A P P R O V E D
^ A P P R O V A L S
O F F IC E EN G IN E E R
FIELD E N G IN E ER
CITY E N G IN E ER
STD. M H FRAME AND COVER
SEE DRWG. SI 10,S ill
.SURFACE
rm m / i & w
S E C T I O N Br*B
FORM CHANNELS WITH. BRICK
AND MORTAR (CLASS A OR
"B"CONCRETE MAY BE NOTES
FOR 15 SEWERS AND OVER
TURN 8 "ARCH OVER PIPE.
2. FOR 12" SEWERS AND UNDER
TURN 4 “ ARCH OVER PIPE.
THE LOWEST MANHOLE STEP SHALL
BE PLACED NOT LESS THAN 8"
NOR MORE THAN 24 "ABOVE
SHELF.
3.
FOR 2 4 PIPE AND LARGER THE TOP HALF OF THE PIPE SHALL
BE REMOVED TO THE CONTOUR OF THE INSIDE OF THE MANHOLE
AND THE BROKEN EDGES SHALL BE PLASTERED SMOOTH WITH
CEMENT MORTAR.
P L A N S E C T I ON
CONCRETE GALV. MISC. METAL
SPECIFICA TIO N R E F E R E N C E SEC. 5 4 S E C . 27 SEC. 26
D A T E 3 L 4 L 5 7
S C A 1 r n o n e
DRAWING NO.
S — 115
P A R A G O N B L U E P R IN T 5 0 0 12-54
R EVISIO N S • ^ A P P R O V A L S
DATE DESCRIPTION BY APPROVED OFFICE ENGINEER L . P L / / *5/ / / / ^ ^
1 /5 /5 6 ^d^BRACKET ARM MODIFICATION D.J. N. FIELD ENGINEER T P *' / / z s r / T L
5 - 1 5 - 5 6 A i f . STANDARD LOCATION pH,Ball ... A . "A . - < - CITY ENGINEER
10-10-56 /^ \A N C H O R RODS H.Ball j Ik u j s h t . CITY ELECTRICIAN . . . /.....
. "* *>’ . / r L ,
2 • 11-57 A \ STANDARD BASE DETAILS L.H.
------- " ■ v-*— - 1 — *■— ----—
PRESSED ST EE L
POLE TOP
ii /
\>r*'
4?Ii A 1
4* 1I1
/’V 1
^ ^ iifr ;;
‘it1
ii
STEEL ADAPTER
WELDED TO TOP OF
POLE AND TAPPED
FOR INSULATOR PIN
T - A
6' BRACKET
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CONSTRUCTION NOTES:® ®
STANDARDS FOR HWY
LIGHTING SHALL BE .
AS SPECIFIED ON ^
PROJECT. DRAWINGS
Xocr 0.
o.
<
VARIATIONS IN THE
MOUNTING HEIGHT a
THE POLE LENGTH MAY
BE MADE ONLY WITH
PRIOR APPROVAL OF
THE ENGINEER.
CONCRETE FOR POLE
BASES SHALL BE CLASS
“A" WITH COMPRESSION
TEST OF NOT LESS
THAN 3 0 0 0 LBS./SQ.IN
2 STD. PI
TO ACCOMMODATE
2" SLIP FITTER
NOTE: REFERENCE TO CAT. NO*S.
IS FOR DESCRIPTIVE PURPOSE ONLY.
APPROVED EQUAL IS SATISFACTORY.
DETACHABLE ARM
DOUBLE GROOVE
5 0 0 0 VOLT TYPE
*« > 2 ”
7 3/ 4 “
o
‘o> / i\ OJ
Xocr
CL
CL
<
PRESSED
STEEL ARM
STEEL CLAMP
TWO PIN FEEDER ARM
ARRANGEMENT
SECTION THROUGH
PO LE
SEE S ' 3 0 3 A FOR
& STREET LOCATION
STEEL BASE
4'* X 6 ,/ 2 m
HAND HOLE MOD.
(WHERE REQUIRED)
GROUT
T
> . • .•* - <i v •
&
4 — l"X 3 6 "X 4 M------
ANCHOR RODS WITH
TWO NUTS EACH
FOR II GA.—LINE a
TANGENT POLES.
4 SOLID GROUND WIRE
2 2
E- « o » * 0. / *
j___L
4 I* I p A
-- f3--
I I *
4 I I
ty
4
N
_ 1 _
VFINISH
GRADE
- 4 -|I/4"X48”X 4 m
ANCHOR RODS
± 2 WITH TWO NUTS
2 i EACH FOR
O a> 3 GA.-DEAD END
OR COR. POLE.
CONCRETE -
FOUNDATION
WEAVER " PGB“ GROUND— I
2 LAYERS
CURING PAPER
CONCRETE INSTALLATION PAINTING
SPEC IFIC A TIO N REFERENCE SEC. 5 4 SEC. 6 6 SEC. 6 8
DRAW N BY
CHECKED BY V B.U__
FIELD BOOKS.
CITY ENGR.
CITY O F LAS VEGAS EN G INEER IN G DEPT.
LIG H T STANDARD AND FOUNDATION
R E S ID E N T IA L 8 COM M ERCIAL
OVERHEAD WIRING
DATE. 5 - 1 7 - 5 4
SCALE. NONE
DRAW ING NO.
S —251A
LIETZ 1118 TO PFLIGH T 280 11-83
1 R EVISIO N S A A P P R O V A L S
1 D A TE DESCRIPTION | BY A P P R O V E D O F F IC E EN G IN E E R
15 -15—56 A STD. LOCATION 8 POLE SECTION H . B o l l FIELD EN G IN E E R
| 2 14- 57 DELETED NOTES L. M. \ A> 11 CITY ENGINEER
CITY ELECTRICIAN
__________ _______________
UJ
O OJ
CONSTRUCTION NOTES :
STANDARDS FOR HWY.
LIGHTING SHALL BE
AS SPECIFIED ON
PROJECT DWG.S
VARIATIONS IN THE
MOUNTING HEIGHT S
THE POLE LENGTH
MAY BE MADE ONLY
WITH PRIOR APPROVAL
OF THE ENGINEER
CONCRETE FOR POLE
BASES SHALL BE
CLASS "A" WITH
COMPRESSION TEST
OF NOT LESS THAN
3 0 0 0 L B S . / S Q . I N .
4 - 1/2" X 6"-
6 BRACKET
2 STD. PIPE
,T0 ACCOMMODATE
Z" SLIP F I T T E R
n o t e : r e f e r e n c e t o c a t . n o s .
IS FOR DESCRIPTIVE PURPOSE ONLY.
APPROVED EQUAL IS SATISFACTORY.
DETACHABLE ARM
A
FUTURE OR EXISTING CURB
FOR LOCATION I /
T ^ // DWG. S-303A i 1/ / - v v
i____ 1 t r i & f f i "
i LD
w
rOO T* J . •• r---4- 1-1/4 J CONDUIT
^-STAN DARD
r
ii 2 4 SQ.
OR 30 DIA
BASE PL AN
11 GA.
SECTION A THROUGH POLE
-----END OF C o n DUIT WITH CAP I MIN TO
id 4"MAX. ABOVE FINISHED SIDEWALK GRADE
STEEL
BASE /
CONTINUOUS WELD
FINISHED SI DEWALK
GRADE-----
WHEN PLACED
BEHIND CURB —
4 -
g r o u t -4-/
l" X 4 0 " A N C H O R ^1©
RODS WITH 2 NUTS
EACH.-------------------
BURNDY GAR - 1 7 2 6 -
BURNDY G A R - 1 4 2 6 -
• u.ljjfw
IT-,
* 4 SOLID
GROUND WIRE
c l a s s "a " c o n c r e t e
2 L A Y E R S CURING
PA PER --------------------- __
WEAVER " P G B ”
GROUND P L A T E -
m
a -
&
GROUT
\
WHEN PLACED UNDER STREET
1 /4 " CONDUIT
2 4"SQ.-----• -
HANDHOLE WITH REINFORCING
FRAME 8 COVER
OR 3 0 DIA.
FOUNDATION SECTION
SPECIFICA TIO N R E F E R E N C E
D R AW N B Y D-J-NAST
C H E C K E R BY-----------
FIELD 8 0 0 K S ---------- Jm
*
CITY EN GR.
C ITY O F LAS VEG AS EN G IN EER IN G DEPT.
LIGHT STANDARD AND FOUNDATION
R E S ID E N T IA L & C O M M ER C IA L
UNDERGROUND WIRING
( S E E SHEET S- 25 IC FOR CONCRETE P O L E S )
r> A TF I / 18 / 5 6
S C A L E __N 0 N 5----
DRAWING NO.
S - 251 B
P A R A G O N B L U E P R IN T BOO 12-54
To Property Owners in Special Assessment District No. IOO-362
The City of Las Vegas has recently awarded a contract and will shortly
commence construction of street improvements in connection with Assessment
District No. 100-36. It is felt that this advance notice will enable you,
as an individual property owner, to make any necessary arrangements with
regard to the relocation of trees, shrubs, fences, water service lines,
sanitary sewer laterals, or any other obstruction that may be in the public
right-of-way.
We particularly call your attention to the requirement that all water
service lines be a minimum of 30 inches below the finished street surface
and sanitary sewer laterals a minimum of 3 feet. It is your responsibility
to see that your water and sewer service lines comply with this regulation
in advance of construction. The City cannot assume responsibility for
damage to water service or sewer laterals which are not below the minimum
required depth.
One driveway curb cut will be allowed for each fifty foot lot but
only if there is a garage or carport requiring access from the street.
Please advise the City Engineering Department of the need for this curb
cut well in advance of construction. It is requested that you pave your
driveway from the gutter to the property line. Portland cement concrete
paving is preferred but asphalt paving will be acceptable except for
commercial driveways.
Please realize that a construction project of this nature will cause
you some inconvenience, however, the City's Field Personnel will use every
precaution possible to keep this inconvenience to a minimum.,
In the event there is any misunderstanding with regard to the intent
of this notice, you are cordially invited to telephone, or personally contact,
the City Engineering Department for further clarification. The telephone
number is Dudley 2-1900, extension 2!?8l.
Very truly yours,
G. E. Wade
DIRECTOR OF PUBLIC WORKS
CLK/b
Depth
CITY OF LAS VEGAS, NEVADA
DEPARTMENT OF BUILDING & SAFETY
APPLICATION FOR BUILDING PERMIT
RESIDENTIAL (Single Family
Dwelling, Duplex,
Miscellaneous
Residential)
ADDRESS OF
CONSTRUCTION:
LOG NO:
AREA:
CONSTRUCTION
VALUATION:—
INSPECTION
VALUATION:—
KARDEX FILE: PERMIT FEE:
TELEPHONE: PERMIT NUMBER:
DATE 19
OWNER'S NAME
LOT(s) ------- BLOCK SUBDIVISION ZONE
CIRCLE EXISTING STRUCTURE ON LOT: Dwelling Accessory Building(s) Vacant Lot
PROPOSED CONSTRUCTION
MATERIALS OF CONSTRUCTION
Wood
Frame ( )
Concrete
Block ( )
_______USE:
Reinforced
Concrete
Steel
( ) Frame ( )
QUARE FEET OF FLOOR AREAS: 1st 2nd TOTAL SQUARE FEET:
FIRE ZONE 1 2 3 OCCUPANCY GROUPS: I J / 1, 2, BUILDING TYPE I II III IV V
ARCHITECT'S NAME:
PLANS SUBMITTED:
CONTRACTOR'S NAME:
ENGINEER'S NAME
YES. NO CALCULATIONS SUBMITTED:
State City
__ License # _________ License #
YES__ NO
ADDITIONAL PERMITS REQUIRED: Air Conditioning ( ) Electrical ( ) Plumbing ( )
Other ( *)
If Tract House Insert Model
Number’ Here
Show House Location on Lot
Space Below:
STREET
Front Width
Property Line
I state that I am familiar with effective
Ordinances of the City of Las Vegas, Nevada and
effective Statutes of the State of Nevada covering
construction and use of above type; I agree to
perform said construction in conformity therewith.
I further agree that issuance of a permit on above
application will not excuse me from conforming
with said Ordinances and Statutes despite any
errors on the part of the Building Inspector or
Engineer in checking plans and applications herewith
submitted. i
I have read and understand the contents of above
application; I hereby state that same are true
and correct.
SIGN HERE:
(Contractor)
B Y : ---------------------------------- -----------------
(Agent or Owner)
The Contractor's signature above denotes authority
from the owner to sign in his behalf and that the
owner is aware of all requirements of this
<i> application, c
r4
A Separate permits must be obtained for all
P Electrical, Plumbing, Air Conditioning, Sign,
5 Sidewalk Paving, Curb and Gutters, Flammable
g* Tank Storage, and Incinerator & Fire Sprinkler
£ Systems.
Width
Property Line
A P P R O V E D B Y :
PLANNING DEPT.
Septic
System
Public
S e w e r ---------■
Public
W a t e r __________ Well
Plot Plan Submitted
CA PL Date
ENGINEERING DEPT.
BUILDING & SAFETY
Date
Date
23o08