2021-12-03_REVISION - M2011049

• Permit No: M2011049
• IBM Index Class Name: Revision
• Doc Date: 12/3/2021
• Doc Name: Request for Technical Revision
• From: Blue Earth Solutions
• To: DRMS
• Type & Sequence: TR1
• Email Name: AME
• Email Name: MAC
• Email Name: AWA
• Media Type: D
• Archive: No

CLASS B LIFTING BAR
STEEL FLANGE D 1"x 1'x 1 11.
STEEL S-3
_ 6 74
"0 HEX HEAD NUT VENT PIPE 1 S-3 18"
P I 1L SUPPORT BAR
1/4'PLATE DRILLED / 3-3 I LIFTING BAR TYP 5'x 1"
TO MATCH CLASS / 9 `\ 1"x 1'x 1 1/2" 3/8
B BOLT PATTERN
0
t
FLAT WASHER
Wo HEX HEAD BOLT
TYP R1„
X-MESH SCREEN,S S, 318
BOLTED IN PLACE BETWEEN
PLATE AND PIPE FLANGE 234.
DETAIL
3/16 TRASH BAR
VENT PIPE TYP 316 11/2"x112"
NOT TO SCALE
SECTION E o 3 6 12 18
m
S 3 6'=V-0'
1rz• L4"x 3•x 1/2" y '?
SLIDE GATE SEEP RING L 4'z 3'x1/2' O
AND GATE STEM die w L 4"x 3"x 1/2'
NOT SHOWN SUPPORTBAR ,�
3/ie y16 TYP PL 6'x 6'x 3/8'
STEEL PIPE 4' SUPPORT BAR
5"x 1"
5. ET—TVENT PIPE, S-3 L 4"x 3'-x 112" -
\ DIA VARIES 2. 916 TYP
\ 11• SEEP 3116 BAR
RING TVP
DETAIL 3/16
\ SEEP RING
\ NOT TO SCALE 51sTy
SUPPORT BAR TYP
OUTLINE OF 5•x1" 5/16 r_______________ _________________
R7"
\ INTAKE STRUCTURE TRASH BAR I
1 1/2"x 1/2'
11 3/16
TYP 3/16 3116 TYP LIFTING BAR
\ 3/16 TRASH BARS 1"x 1"x 1 1/2"
1 1/2"x 1/2" (BEYOND)
R
SECTION F o 3 6 12 18
\ 4. 6.
\ BACKFILL (TYP) S-3 6'-V-0"
\ CONSTRUCTION 6'-8"
SHAFT WITH CLSM
BAR 2 1/4'x 3/4'x 3" n.p
m FACE OF DETAIL SECTION D 3/16
a \ CONSTRUCTION I SUPPORT BAR
SHAFT TRASHRACK ° ' 2 a TRASHRACK S-3 5"x I.
r -
2
m 48"0STEEL PIPE - _ - - - - I - - - - - - - - - - - - - 1 F ----I
I
6-8"
m � L 4'x4'x):' �� I
x I FRAME(3 SIDES) TRASH BARS
FOR TRASHRACK
SUPPORT
LIFTING BAR I L 4'x 3'x//2°
ti
INTAKE 1"x 1"x 112" 1
STRUCTURE
(NOTE 1) Yz'DIA WEDGE
ANCHORS 01'-6' n e
EMBED MIN 4"
TVP
TRASH BAR j 3/16
1 1/2'x 1/2'
I
4 5PIECE SECTION 2 4 ,�,
9 74°STEEL
ELBOWWELDED f TRASHRACK S-2 3/4'=r-o'
v BUTT STRAP DETAIL s ° 3 6 12 18
————————————————————————————————————— S3
o
e
DETAIL 3
` 74"FITTING C 1 AttentionDesignedOVERLAND PONDS AND DWG.NO.
a P EGGERS
NOT TO SCALE ��. Checked C.MASCHING TRI DISTRICTS TREIBER INTERCONNECTS S-3
L NOS Drawn S MICKELL 4424 LAPORTE AVENUE
1 STEEL CONCRETE
REINFORCING TSHO FOR INTAKE STRUCTURE F FORT COLLINS,COLORADO 80526 INTAKE STRUCTURE
o CONCRETE NOT SHOWN FOR CLARITY If this scale bar Approved B P EGGERS `I LConsultants
do"not measure S ECTIONS AND DETAILS SHEET NO
1'then drawng m 1 10/07/14 90%DESIGN REVIEW PJE 2625 Coll mg Street,S80 370
rat original scale Fort Collins,Cobredo 80526 14 of 18
a NO DATE ISSUE/REVISION APP Approval Date a7o-zza-73az GEI Project 1406040 (2 OF 2)