Plans OFFICE COPY �9�.���.
�414,,So fit/ g7* yvE
RECEIVED
POLE IDENTIFICATION DESIGN NOTES O
a 0
POLE POLE FIXTURE FIXTURE AND DESIGN PARAMETERS:
CONFIGURATION ACCESSORIES EPA I
DESIGNATION TYPE (FIX.PER XARM) (FT2) OREGON STRUCTURAL SPECIALTY CODE,2019 EDITION(ASCE 7-16ITY OF TIGARD 0
GENERAL: RISK CATEGORY II �J
S1 -S4 LSS70A 7(5) 17 7 WIND: V=97 MPH(TABLE 1609.3),Vasd=75 MPH,EXPOSUREl.1ILDING DIVISIOI`' (1)
J Z
SEISMIC: SITE CLASS D,DESIGN CATEGORY D, J
-EACH POLE HAS(2)MUSCO LED FIXTURES AT 15'-6"AGL INCLUDED ABOVE. le=1.00,Ss=0.852g,Si=0.392g,Spg=0.658g,SDI=0.499g,R=1.5 J < 2 O
GEOTECHNICAL
LEEN PARAMETERS:RINGSO Q CC
ALLOWABLE END BEARING SOIL PRESSURE:2 KSF
LATERAL SOIL RESISTANCE PARAMETERS:
AS PROVIDED IN GEOTECHNICAL REPORT,TABLE 2(NEGLECT TOP 2'-0") — O
IN ACCORDANCE WITH THE 2019 OREGON STRUCTURAL SPECIALTY CODE, O 0
CHAPTER 18.
DESIGN SOIL PARAMETERS ARE AS NOTED. ACTUAL ALLOWABLE SOIL PARAMETERS
MUST BE VERIFIED ON SITE. REFERENCE GEOTECHNICAL REPORT/MEMORANDUM
(4/23/21),PROJECT NO.5970-M,PREPARED BY GRI;BEAVERTON,OR.
A GEOTECHNICAL ENGINEER OR REPRESENTATIVE OF IS RECOMMENDED(NOT Q
_— REQUIRED)TO BE AVAILABLE AT THE TIME OF THE FOUNDATION INSTALLATION TO
VERIFY THE SOIL DESIGN PARAMETERS AND TO PROVIDE ASSISTANCE IF ANY I—
PROBLEMS ARISE IN FOUNDATION INSTALLATION.
STEEL LIGHT POLE U-
BY MUSCO LIGHTING ENCOUNTERING SOIL FORMATIONS THAT WILL REQUIRE SPECIAL DESIGN ® o
CONSIDERATIONS OR EXCAVATION PROCEDURES MAY OCCUR. POLE FOUNDATIONS . - ^
P WILL NEED TO BE ANALYZED ACCORDING TO THE SOIL CONDITIONS THAT EXIST. IF ANY , a N cv
o ANCHOR BOLTS DISCREPANCIES OR INCONSISTENCIES ARISE,NOTIFY THE ENGINEER OF SUCH o
BASE PLATE s <`O
SEE DETAIL B/C2 DISCREPANCIES.FOUNDATIONS WILL THEN BE REVISED ACCORDINGLY. REVISIONS ,�
SEE DET.A/C�� \ o a
(ASTM A36) M v (ASTM F1554 Gr.55) WILL BE ANALYZED PER RECOMMENDATIONS DIRECTED BY A LICENSED ENGINEER. 0 0 0
.� • I l z Q ALL EXCAVATIONS MUST BE FREE OF LOOSE SOIL AND DEBRIS PRIOR TO FOUNDATION �2,3
g 2 INSTALLATION AND CONCRETE BACKFILL PLACEMENT. TEMPORARY CASINGS OR E o ov
DRILLERS SLURRY MAY BE USED TO STABILIZE THE EXCAVATION DURING INSTALLATION. re
'I • �,N FINISHED GRADE ELEVATION CASINGS MUST BE REMOVED DURING CONCRETE BACKFILL PLACEMENT. CONCRETE 0
ui n j{�.'}.I •L.°'�••Ilii (SEE GENERAL NOTES) STRUCTURAL STEEL NOTES BACKFILL MUST BE PLACED WITH A TREMIE WHEN SLURRY OR WATER IS PRESENT
III
i1' 'I I I ll. WITHIN THE EXCAVATION OR WHEN THE FREE DROP EXCEEDS 6'-0".
y(' PLATES ASTM A36 CONTRACTOR MUST BE FAMILIAR WITH THE COMPLETE SOIL INVESTIGATION REPORT - co N
ELEC.CONDUIT BY WELD METAL CLASS E70XX AND BORINGS,AND CONTACT THE GEOTECHNICAL FIRM(IF NECESSARY)TO —� S N CO•
_ I.
• .�` ELEC.CONTRACTOR ANCHOR BOLTS ASTM F1554 Gr.55 UNDERSTAND THE SOIL CONDITIONS AND THE POSSIBILITY OF GROUND WATER Q (n < U a
1i II PUMPING AND EXCAVATION STABILIZATION OR BRACING DURING PLACEMENT OF Ct E/ > oO v N
z a'r[• �' ,• .�' �'IF ANCHOR GROUP TO HAVE BOTTOM TEMPLATE FASTENED AT BOTTOM OF ANCHORS CONCRETE BACKFILL. D w E Z 'O g
w VERTICAL REINF.CORE DIA. AND TOP TEMPLATE IMMEDIATELY BENEATH POLE BASE PLATE-SEE DETAIL B/C2. al z w O0
z- w ' . 1 •�' '!' • (SEE FOUNDATION SCHEDULE) GENERAL NOTES: U Q O m Z
w 1i t FIXTURES MUST BE LOCATED TO MAINTAIN 10'-0"MINIMUM HORIZONTAL CLEARANCE Z_
p W +� ..T '�+° FROM ANY OBSTRUCTION. POLES,FIXTURES,ELECTRICAL ITEMS AND INSTALLATION Oz Q Z 2
,..--r.,
t ( r PER MUSCO LIGHTING. O co L.L.
0
w Z 1 '�,'1'all. H Z z cc 0 a
_ i' �' CONCRETE/REINFORCEMENT NOTES TOP OF FOUNDATION SHOULDBEAMINIMUMOF18"ANDAMAXIMUMOF24"ABOVE U) LLI rg aw
� o 1
LL1F.. U.�•I.I'.--I• 3"CLEAR COVER TYP. GRADE. ANY FOUNDATION PROJECTION OUTSIDE THIS RANGE MUST BE APPROVED BY
F.. < -•1r ° OWNER AND MUSCO LIGHTING,LLC.
m z I.I_�I.. .�:.I _I• CONCRETE SHALL COMPLY WITH THE FOLLOWING ASTM STANDARDS:
w D J ' MIXTURE WITH ASTM C-94,PORTLAND CEMENT WITH ASTM C-150 TYPE 1-A, z
-' O I[-I; I,''�•II C— AGGREGATES WITH ASTM C-33(0.75"MAX)AND BE IN CONFORMANCE WITH ACI 318. ANCHOR BOLTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 0
it LL _. UNDISTURBED,IN-SITU SOI�
o w DO NOT FLOAT ANCHORS INTO CONCRETE. Q
a rwn. •LI ,L I :'I CONCRETE SHALL BE AIR-ENTRAINED(COMPLY WITH ASTM C-260),HAVE A MAXIMUM z Q
LY {{ HORIZONTAL TIES WATER-CEMENT RATIO,w/cm=0.45 AND HAVE A MINIMUM COMPRESSIVE STRENGTH AT J =O J
O �l 'I Jl' (SEE FOUNDATION SCHEDULE) 28 DAYS OF 4,500 PSI. a o
w i• �• INSTALL FIRST THREE TIES AT „ z w N
cc L: ' 2",5"AND 12"FROM TOP OF PIER DESIGN SLUMP LIMITS ARE 4"MINIMUM AND 6"MAXIMUM. THE JOB SITE SLUMP MAY BE QED PR OFF z
.L1I .11 RESPECTIVELY AND INSTALL INCREASED BY THE USE OF A WATER REDUCING AGENT MEETING ASTM C494-92. ��� GIN Ssi a Q 95. z¢
. ( REMAINING TIES AS NOTED IN �� ��� 7i o a z CO
'` T. FOUNDATION SCHEDULE CONCRETE REINFORCEMENT SHALL COMPLY WITH ASTM A615 GRADE 60 AND BE IN <u y
ell�I:J CONFORMANCE WITH ACI 315&318.
90415PE r PROJECT NUMBER
, VERTICAL REINFORCEMENT 210074
(SEE FOUNDATION SCHEDULE) CONCRETE PIERS MUST ATTAIN 28 DAY STRENGTH PRIOR TO POLE INSTALLATION AND
FIXTURE MOUNTING. Digitally signed by OREGON DATE
DRILLED PIER DIAMETER Matthew L. Matthew L.Pfeifer, 4,,9 0<0 14 MAY 2021
(SEE POLE FNDTN.SCH.) MAXIMUM FREE DROP OF THE CONCRETE LIMITED TO 6'-0". CONCRETE MUST BE PLACED PE '9� Y 16,`Z �l,�
BY TREMIE OR PUMPING TECHNIQUES. THE TOP 12'-0"SHOULD BE THOROUGHLY Pfeifer, P E Date:2021.05.14 lh' W L.0 - DRAWING NUMBER
POLE FOUNDATION ELEV. CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT.
SCALE: NOT TO SCALE 10:46:00 05'00' EXPIRES: DEC. 31, 2022 Cl
OF TWO
USE OR REPRODUCTION OF THIS INFORMATION OTHER THAN ITS INTENDED PURPOSE FOR THIS PROJECT IS PROHIBITED WITHOUT WRITTEN CONSENT FROM MUSCO SPORTS LIGHTING,LLC.
J
POLE FOUNDATION SCHEDULE 00
FORCES(1.) DRILLED PIER REINFORCING I
POLE
CONCRETE CORE
DESIGNATION MOMENT(M) SHEAR(V) VERTICAL(P) DIAMETER EMBEDMENT BACKFILL DIAMETER VERTICAL HORIZONTAL 0FT-LBS LBS LBS INCHES DEPTH REINFORCING TIES(4.) Cn ---Iz
YD3 Ct
(2.) INCH(3.)
S 1 -S4 41,638 939 1,872 42 12'-0" 5.0 35 16-#6 #4 @ 12" J Q rI O
1. ASD LOAD COMBINATION D+0.6W. CD In v_ 0
VERTICAL FORCE IS WEIGHT OF DRESSED POLE. p H LI ct
2. MINIMUM CONCRETE BACKFILL VOLUME,SITE CONDITIONS MAY REQUIRE ADDITIONAL BACKFILL. — 0 Q
3. CORE DIAMETER EQUAL TO INSIDE DIAMETER OF TIES. 0
O
4. INSTALL FIRST THREE TIES AT 2",5"&12"FROM TOP OF PIER RESPECTIVELY AND INSTALL REMAINING TIES AS NOTED. w
> L .
I--- L.L
J
POLE / BASE PLATE / ANCHOR BOLT SCHEDULE
BASE PLATE ANCHOR BOLTS I -
POLE
DESIGNATION PLATE PLATE PLATE BOLT NUMBER BOLT PROJECTION MINIMUM ANCHOR W
OUTSIDE INSIDE EMBEDMENT BOLT LENGTH
THICKNESS CIRCLE OF BOLTS DIAMETER (1.) II 3 n
DIAMETER DIAMETER (2.) (3.) II ,r,
'o
S 1 -S4 23.50" 7.00" 2.00" 19.00" 8 1.50" 8" 48" 60" _ . a 1)
0 N
1. STANDOFF DISTANCE BETWEEN TOP OF FOUNDATION AND BOTTOM OF LEVELING NUT SHALL NOT EXCEED ONE BOLT DIAMETER. �, o_N co
2. EMBEDMENT IS MEASURED FROM TOP OF PIER TO TOP OF BOTTOM TEMPLATE FASTENED AT BOTTOM OF BOLT. w o 0
3. ANCHOR BOLT LENGTH IS EQUAL TO MINIMUM PROJECTION+MINIMUM EMBEDMENT+THREAD LENGTH AT BOTTOM OF BOLT. - z Y m
ON
a�
ix
0
o
U• co
_I c� NJ
N m•
O = Q (n < � 2
U V Et u_ j 0 v co
w D w d O
3 w
°� v U W aF- caz
a
HEAVY HEX NUT D rzn O Q 2 w
BASE PLATE W/F436 WASHER D V
.:rill U = W J
::7 &%"PLATE WASHER Z z O R.
07/0-- -----4� O POLE SHAFT HEAVY HEX NUT Cn w < a w
I
o z W/F436 WASHER
°i
&TOP A.B.TEMPLATE
W w z
DC 1110\ W MIN. 18"LAP SPLICE
o ANCHOR BOLT
w w W O = m ASTM F1554 Gr.55 (STAGGER SPLICES) VERTICAL REINFORCEMENT
Q o 0 w E v 0 w p ° • (SEE SCHEDULE FOR SEE SCHEDULE Z
0 = x 1 w w z H- = NUMBER,SIZE)
w +� T :" = g
wo J I w F m d DO NOT FLOAT ANCHORS w di 0a o
E w O W Z CL INTO CONCRETE LU U w U �.• ��' °� _, 0 W o
C° co O Ti c w cn ` ..:•: ,': HORIZONTAL TIES ~ z w N
�YXLJ x - o .;. : I •. . �Ep P R Op z Q u) ii
p 0 NOTE:REINFORCEMENT I2C I- Q z 1 e .• : ; (SEE FOUNDATION SCHEDULE) S w w Z
I z •eNOT SHOWN W 0 E W —ri .� :�•+7-::
O AND 12"FROM TOP OF PIER
Q Z INSTALL FIRST THREE TIES AT 5 \ C,INF� s'o o o U
-C/ a u_ w a • 2 ,5" C9 o a n z cn
Q BOTTOM A.B.TEMPLATE W w . ° e . RESPECTIVELY AND INSTALL
FASTEN AT ANCHOR BOTTOM J OVkr
90415PE r PROJECT NUMBER
REMAINING TIES AS NOTED IN
W/(2)HEAVY HEX NUTS Q �• ;_ Jam.. . FOUNDATION SCHEDULE 210074
REQUIRED EMBEDMENT ;
MEASURED TO TOP OF PLATE OREGON DATE
CZ-
-7�q Y 16,ZO���l<l(j/ 14 MAY 2021
A BASE PLATE DETAIL B ANCHOR BOLT DETAIL PIER DETAIL ,NEW P � DRAWING NUMBER
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE C2
EXPIRES: DEC. 31, 2022 l!
OF TWO
USE OR REPRODUCTION OF THIS INFORMATION OTHER THAN ITS INTENDED PURPOSE FOR THIS PROJECT IS PROHIBITED WITHOUT WRITTEN CONSENT FROM MUSCO SPORTS LIGHTING,LLC.