HomeMy WebLinkAbout3171-34CONCRETE BLOCK (TYPICAL) AS PER PLAN
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CONCRETE BLOCK (TYPICAL) Arm PER PLAN
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TH�.L OATS DETAILS 51ILI= 1" = 1' - C)..
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3/4 Xl 1/4" EDGING WITHMITEREDCORNERS
{3-E PICKET MATERIAL BY "ATR" TECHNOLGIES) 8"X8" OPENINGS (3 HIGH 0 EACH
MATERIAL, FINISH, � COLOR WILL MATCH GRILLES / CONCESSION AREA SEE ELEVATIONS)
CAULKING BEAD @ ALL 4 EDGES
#6 X 1-1/2" STAINLESS
/ STEEL SCREWS
444
-44-
#0a X 1-1/2" STAINLESSSTEEL SCREW
t10 MESH SCREENING j --
_ f % I
16 MESH SCREENING
16 MESH SCREENING -*"/PRESSURE TREATED
PRESSURE TREATED 1"X8" /% @TOP, BOTTOM, � SIDES ^---^--
@ TOP, BOTTOM, _'3GALE _ 1" - 1
3/4"X1-1/4" EDGING WITH MITERED CORNERS
- 8"X8"X1 ro" SPLIT FACE GONG. BLOCK
WITH #5 STEEL REBAR C 24" O/G (3-E PICKET MATERIAL BY "ATR'" TECNNOLGIES)
VERTICAL, 4�, 2-#5 STEEL REBAR @ 48" MATERIAL, FINISH, 4: COLCR WILL MATCH GRILLES
O/C HORIZONTAL WITH ALL CELLS
FILLED WITH SOLID GROUT.
PROVIDE 2-#5 STEEL REBAR
HORIZONTAL CONTINUOUS @ ALL TOP
COURSES. UNLESS OTHERWISE
NOTED. (ALL INTERIOR GONG. BLOCK
WILL BE 8"XB"X16" PRECISION)
N"I �;
,,..-
-E(STI O N SCALE 3" 1'--0"
-
-
I :
-
-CIVIL/STRUCTURAL E S " 4 4649 Brockton Avenue REV. REVISION DESCRIPTION TE E C SCALE:
� •ENGINEERS I NDA NGR CITY DATE
�DZAff MUNICIPAL CONSULTANTS ;' "' � ' Q Prepared Under The Supervision Of : 61TY F FONTA V+ 1 A A C�� VRI ! �A
P P 7 NOTED
a •SURVEYORS/GPIs/GEOMATICS G �� _.
V pf>€SS1 DATE.
a ° �"� � • �vers��e"�A 92So6 SHOULD CONSTRUCTION. OF THE REQUIRED IMPROVEMENTS NOT a
Q Q.� [� LN
PLANNERS ARCHITECTURE I T S CT U 1 `� E I
. ,..� �O ® ! A 04-24--2002
151 South Girard Street • Hemet, Cc 92544 . (909) 652-4454 (9O9)3�9-0 00 o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � �P� F � ---
FAX (909) 766-8942 • E—MAIL Cozad®ivia.net�� ��
DRAWN
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
ca ►��. cs 264 r„
Fax 1909) 369-4(739
�T;ANL1=Y E. 5TE _ JACK B U K PARK
_ E ESE n a DIAL TW❑ WORKIN� _ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO . Z A 13
�. xP 3 DESIGNED B
BUILDING CONSULTANT, L. G. 1::: x—^ -n r"11 1 �1 -
�� , , ; ; <F,' e-matl:comworics®pe.net �E���E DAYS BEFORE
` BRING THEM INTO CONFORMANCE WITH CONDITIONS AND®�
YOU DIG an,: ,_ s� ,t ��
YllU DIG E
2345 EAST HIGH MOUNTAIN DRIVE
,4 STANDARDS IN EFFECT. NGIN� �� Date : d3 CHECKE BY: APPR D BY.
http;/Jwww.pe.netJcomworks 4F DRAWING NO.: ,34
SANDY, UTAH 84092 r y // AA TELL FREE i-8OO-��7-2600_ �.: AIRF
801-495--1112 FAX ..... 801-405-1114 PZ S 1 G 11 V Q 0110 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3110,
'71
GWDG JOB NUM ER: (J10320 C TY ENGINEER R,C' E, 51152 A E: 73
STEEL GATE DETAILS SCALE 3" = i, - OH
ATE FRAME
ANGHOR 3" X 3" X 6" ANGLE TO
GONG. BLOCK WITH 2-1/2" BOLTS
',,,CYLINDER
rGATE
LOCK BOLT
FRAME
LOCK BOLT
F f
0ANCHOR 3" X 3" X 6" ANGLE TO
+
CONC. BLOCK WITH 2-1/2" BOLTS
f
(N .37
J
LOCK BOLT
1I
�
STRIKE CUTOUT
L-+
BUSH I-�1AMMER ALL SPLIT
CY INDER
FACE BLOCK TO P2ECEIVE10 /
1/2"
t- -
ANY BOLTED PLATES
LOCK BOLT
r
fOPEN
�I
P051TION
ry
I I.-..
LOCK BOLT
ANCHOR 3" X 3" X 6" ANGLE. TO
1
GONG. BLOCK WITH 2-i/2" BOLTS
-}-j
� I
i
_ m
TH�.L OATS DETAILS 51ILI= 1" = 1' - C)..
- _ - -" - i
T'l
3/4 Xl 1/4" EDGING WITHMITEREDCORNERS
{3-E PICKET MATERIAL BY "ATR" TECHNOLGIES) 8"X8" OPENINGS (3 HIGH 0 EACH
MATERIAL, FINISH, � COLOR WILL MATCH GRILLES / CONCESSION AREA SEE ELEVATIONS)
CAULKING BEAD @ ALL 4 EDGES
#6 X 1-1/2" STAINLESS
/ STEEL SCREWS
444
-44-
#0a X 1-1/2" STAINLESSSTEEL SCREW
t10 MESH SCREENING j --
_ f % I
16 MESH SCREENING
16 MESH SCREENING -*"/PRESSURE TREATED
PRESSURE TREATED 1"X8" /% @TOP, BOTTOM, � SIDES ^---^--
@ TOP, BOTTOM, _'3GALE _ 1" - 1
3/4"X1-1/4" EDGING WITH MITERED CORNERS
- 8"X8"X1 ro" SPLIT FACE GONG. BLOCK
WITH #5 STEEL REBAR C 24" O/G (3-E PICKET MATERIAL BY "ATR'" TECNNOLGIES)
VERTICAL, 4�, 2-#5 STEEL REBAR @ 48" MATERIAL, FINISH, 4: COLCR WILL MATCH GRILLES
O/C HORIZONTAL WITH ALL CELLS
FILLED WITH SOLID GROUT.
PROVIDE 2-#5 STEEL REBAR
HORIZONTAL CONTINUOUS @ ALL TOP
COURSES. UNLESS OTHERWISE
NOTED. (ALL INTERIOR GONG. BLOCK
WILL BE 8"XB"X16" PRECISION)
N"I �;
,,..-
-E(STI O N SCALE 3" 1'--0"
-
-
I :
-
-CIVIL/STRUCTURAL E S " 4 4649 Brockton Avenue REV. REVISION DESCRIPTION TE E C SCALE:
� •ENGINEERS I NDA NGR CITY DATE
�DZAff MUNICIPAL CONSULTANTS ;' "' � ' Q Prepared Under The Supervision Of : 61TY F FONTA V+ 1 A A C�� VRI ! �A
P P 7 NOTED
a •SURVEYORS/GPIs/GEOMATICS G �� _.
V pf>€SS1 DATE.
a ° �"� � • �vers��e"�A 92So6 SHOULD CONSTRUCTION. OF THE REQUIRED IMPROVEMENTS NOT a
Q Q.� [� LN
PLANNERS ARCHITECTURE I T S CT U 1 `� E I
. ,..� �O ® ! A 04-24--2002
151 South Girard Street • Hemet, Cc 92544 . (909) 652-4454 (9O9)3�9-0 00 o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � �P� F � ---
FAX (909) 766-8942 • E—MAIL Cozad®ivia.net�� ��
DRAWN
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
ca ►��. cs 264 r„
Fax 1909) 369-4(739
�T;ANL1=Y E. 5TE _ JACK B U K PARK
_ E ESE n a DIAL TW❑ WORKIN� _ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO . Z A 13
�. xP 3 DESIGNED B
BUILDING CONSULTANT, L. G. 1::: x—^ -n r"11 1 �1 -
�� , , ; ; <F,' e-matl:comworics®pe.net �E���E DAYS BEFORE
` BRING THEM INTO CONFORMANCE WITH CONDITIONS AND®�
YOU DIG an,: ,_ s� ,t ��
YllU DIG E
2345 EAST HIGH MOUNTAIN DRIVE
,4 STANDARDS IN EFFECT. NGIN� �� Date : d3 CHECKE BY: APPR D BY.
http;/Jwww.pe.netJcomworks 4F DRAWING NO.: ,34
SANDY, UTAH 84092 r y // AA TELL FREE i-8OO-��7-2600_ �.: AIRF
801-495--1112 FAX ..... 801-405-1114 PZ S 1 G 11 V Q 0110 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3110,
'71
GWDG JOB NUM ER: (J10320 C TY ENGINEER R,C' E, 51152 A E: 73
STEEL GATE DETAILS SCALE 3" = i, - OH