HomeMy WebLinkAbout18 C710 general details.pdf60' APART (il'P.) HORIZOMAL REWFORCING BARS WITH�24gaR�MET�ALWP RD�NAILCAP
VERTICAL REWFaRCING BARS 29'-3 15�16"
INSTALLATION M CONCRETE REQUIRES
CONnNU0u5 t/2" ExPnN5i0N dOiNi g'-g 5�16" 9'-9 5�16" 9'-9 5�16"
MATERIAL ALL AROUND. SEAL WITH
HOT TAR.
n�uMiNUM carES #s REwF. enRS (vERncn�)
SECTION "A-A" P�ncEO nT na° c-c .
(co�oR: eEicE)
30' STEEL TAPERED POLE WITH 4,000 PSI GROUT OR ? �
PER SPECIFlCATIONS. PoLE HAND HaLE WITH CoVER 1'-5" '� ' ' r' CONCRETE CORE FILLS. � i
SHALL BE MADE PLUMB FROM BASE OF POLE, 4°x6" MIN- �'
WITH LEVELING N11T5. a
BOLT COVERS CONNECT ALL EQUIPMENT GROUND " SMOOTH FACE BLOCK
B B UNLESS OTHERWISE NOTED a
CONDUCTORS TO GROUNDING WG WITH 8�� SINGLE WIDTH TRU55 ¢
REQUIRED IN POLE PpLE-TO-BASE PL4TE WELD T1'PE REWE AT 16" C-C. �
BASE PLATE PER LEVELING NUTS SHALL COMPLY WITH AWS SPECS. _ � o
SPECIFlCATIONS p 1�2" EXPANSION JOINT
NON-SHRWK GROUT 1 1�4" MIN. AT TOP & BOTTOM OF BASE PLATE (TYPICAL� -�
�
THICKNESS, 2" MAX. THICKNE55 `D
FINISH GRADE WITH SIDES SLOPED AT 45 6�� CONCRETE S B WITH 6-6-6 W.W.F. a
o� �8 CU. GROUND TO POLE BASE
OVER 4° COMP CTED GRANUL4R FILL i
- 3�� (a) nNCHOR eo�rs, srzE ns as (nPicn�) �
PER SPECIFlCATIONS FINISH PAVEMENT �
- - - POLE BASE PL4TE AND ��������� . o
? ��I I� III BOLT PATfERN PER MANF.
s - SOLID MIDDLE PANEL 4" O.D., 11 GA. = ogoo°8,° o,°. �
- I- 6-�5 . e'-o" LoNG BnRS RECOMrnENDaTiON 4" O.D., 11 GA. GATE POST � 0O �'
N -I I-I EQUALLY SPACED � �COLOR: BEIGE� GATE POST - �
1�2" THK. STL ooe �
0 o BASE PLATE BOLT HOLE io PLATE -SLOTTED io °'
I I �/z" TNK. sT�- P�arE �
-SLOTTED (3) COURSES OF 12" SMOOTH � " �3
3�4" STL BOLTS FACE BLOCK WITH 12" SINGLE � o
6-�3 x 18'" DIA. STIFRUPS W� 30" DIA. CONCREiE i� & WASHERS - a`
CONDUIT AS REOUIRED ° � � 1-6" L4P (iYPICAL) ON 19" FOUNDATION M 3�4° STL. BOLTS & WIDTH TRUSS TYPE HORIZ-
(3/4° MINIMUM) ;� VERTIGAL SPACING HINGE COLLAR W� WASHERS REWF. AT 16" C-C. _
GREASE FI7TING o 0
� LIGHT RXTURE ORIEMATION I COLLAR WELDED ALL �
VERTICAL & HORIZONTAL BARS (SEE SfiE PL4N FOR AROUND POST � �
SHALL BE FIELD TIED. ORIENTATION TO BUILOING) 4�� 4"
WELDING NOT PERMITTED. �CTION �B-B� (3J No.S REINE BARS CO . ALL FOOTINGS TO BEAR v
� NoTES: 36" �NDS�URBED�901LS � �
ELEVATION SECTION
2'- ' DIA. �� 3500 PS.I. MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH
GR4DE 60 REIN. STEEL.
z. iF wnTER is PReseNT w Ho�E, ReMOVe eevoRE PouRwc coNCReTe. HING CONNECTION DETAIL DUMPSTER SCREENING DETlUL
3. EXPOSED CONCRETE AND GROUT SHALL BE PAIMED TRAFFlC YELLOw NO SCALE SCALE 1�2"= 1'-0"
BY THE PAVEMENT STftIPMG CONTRACTOR.
4 FOUNDAiION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED
OR PROPERLY COMPACTED FlLL PER SPEGIFlCATIONS. �
5. DETAI� FoR 30' Po�E W/ Mnx FlX7URE E.P.A. 4.6 S0. FL 5' MIN PER SEC110N &09 OF 7HE SUBDINSIIXJ CONiRIX. ORDINANCE 24� 24� �
io'x3/a" coPPeR cROUNO Roo B" 16' 6' 18'
3' TOP SOIL � 3' TOP SOIL � e �
207f SLOPE RAISED 1/2' TO G �
~ ALLOW SETTIENENT
:1'R. .:1'R.
1'YPICAL LIGHT POLE FOUNDAiION DETAILS •,.� • � 2' RADIUS 2' Rnoius
NO SCALE � � � �•'• '+ �' • • •
::,`� :t'.. .. r� ; s�aPe i/4'/�T• r. s�aPe i/a'/Fr.
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N ,�� �:'..'•` �'y' �y .; • CIASS'A' : '. .�,� n ,��.�_'..'.' �'�. �� .; • CLASS �A� : �• N V L' nSA11L1�
�` \�� ����\���� � 1/2' PREFORMED JdNT FlLLER COMPAC7ED � • .`r" •'.'. '; �:•..•�' CONCRETE. ;..a' ^ � (..iP ;:'. ., �:...•,�' CONCREIE ;' �". �
'' ' . . � ,..'n:.�.'........::�:........._�.p.
,,.v:,� ..........:......��. :....:.,.. COAIPAC7ED
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�� � � � � / ;'e.',:.`.%�'�.��.-.:a:'.':....:�'.�'.''.::... BACKFlLL :��.',:.':.:..��:.:.:.+,..•......:'��'�'...:..,
�����/� /� /� /� /� /� // BACKFlLL �*�
��� � ���� �A� ���, 45. PREPARW SUBCftAOE COMPAC7ED IN ACCORDANCE � CONSTRUC 11ON
� �� � ��� ���� N17H SEC710N 2D7.D2 OF STANDARD INDOT SPECS. GROUP �C.
����� I. �� �� ����- USE DIMENSIONS FOR LOCAL ROADS ONLY USE DINEN90N5 FOR ALL ROADS EXCEPT LOCAL ROADS sm eae r,��y Ro a, s�i<�em
di no J618�
���� � ���� GN�]I251535]9 Fox_ 31]9&]SB1
%�%� `- � �`� `����� •����` SIDEWALK A�JACENT TO CURB COMBINED CURB AND GUTTER TYPE lll
��A//�A . e ocKO�caNCRErE �_�, //�
��� ° .�.: � 45. r+o scn� Ho scn�
��� ����j����j����� ����� DE TA I L C � NOIES BROOM FlNISH AND mGED NO7ES: IN1EGftAL CURB NI1H CONCAEIE PAVEMENT SHALL BE SIMILAR SHAPE
���` � FORMED CONCRETE CLASS'A'CONqtEIE
BLOCKING WRE ALL EXPOSm SURFACES y
FORMED CONCRETE ry
FORMED CONCRETE BLOCKING 8� ��TM ���� T�1 BE USED ACROSS IXtIVES WNTRAC710N JOINTS SHALL BE TOIXID OR SANED IN CON7INUWSLY PWRED CURBS TO A NINIMUM OEP7H OF 1/2" .r
BLOCKING D E TAI L D IF AGGREGATE IS REWIRFD �3 STONE NILL BE USED 0.T A MININUN OF 4' DAAIPEN SUBGNADE B601iE PLApNG CONCREIE �,�j
D E TA I L A D E TA I L B CONIROL JOIN75 EYERY 5� NN(INUM ON RR011 O7HERNISE EVERY 10� Mh%IMUN. PREFOR11E0 EXPRN90N JqNT E4II2Y 50� MAIIINUN. �
NO BAq(FlWNG OR COMPAC710N MAY OCCUR 17 FROM q1RB UN11L 5 NLL DAYS HAYE PASSm AFIER PLApNG WNCREIE � �
SHALL CONFORN TO qTYS CONCREIE CURB POLICY IN ALL RESPEC75. �
NoTE: AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING �
1. THRUST BLOCK AREAS ARE BASED
ON A SOIL BEARING LOAD OF SIZE TEE & PWG 90' BEND 45' BEND 22-1/2' BEND il-1/4' BEND �
2,000 Ib./SQ. FT. �
�
4" 20 25 1_5 1.0 LO .y
2 GREASE ALL PIPE SURFACES (%�
PRIOR TO PLACEMENT OF CONCRETE 6° 4.0 5.5 3.0 LS LO g�_p�� �
8' 6.5 9.0 5.0 25 1S 2'-0" 3'-0" 2'-0" AI
GATE �
10" 10.0 14.0 7.5 4.0 2.0 �
12" 14.0 20.0 11.0 5.5 3.0 �� �
� �
Q
3
THRUST BLOCK DETAILS �
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� Job No.: Oate Stamped�.
� 13039 "'
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J J � Drown By: Checked By Scale:
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� (TYPICAL�ANSION JOINT Q 5 6 � ��\�Q.�a�ys*c�/�F� i
4° CONCRETE WALK WITH 6-6-10-10 W.W.E � '
ON 4" COMPACTED GRANULAR FILL � - EXISL RNISH FLOOR a � _
3 N0.
� ° z(app�ox. �02.�0) z =*a 197003 9�
Q SLOPE 1�2° IN 48" �
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1�2' EXPANSION JOINT , �1���1�� w v���T+ q��q
(rvPicn�) � �� ��i�i�,n� �����
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������������������� ����� � � � � � ��V/V�V�V�V�V�V��A CERTIFIED BY:
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�/������ V��i��% ��/����������A���A��V�� �i
4" OF #53 COMPACTED STONE veRSni�e coNSrRUCnoN�cROUP ��c
2' RIGID MSULATION BD. AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PFOJECT
DESCRIBED HEREIN.
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TYPICAL REAR CONCREfE SIDEWALK C710
No scn�E ALUMINUM FENCING WITH GATE DETAIL
NO SCALE