16580 SW 85TH AVENUE-3 4 t
NE N Y
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HDR Engineering , Inc.
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C A L I F O R N I A
85TH AVE., 16580
(16-14-93 SIT 93.0018
1 OF 6
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IT IS DUE TO THE QUALI'T'Y OP' - — -- -- �,_H
-- No.3eTHE ORIGINAL DOCUMEWl". -- 6z— 8Z LZ � — z �--
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6 I 5 I 4 I 3 I 2 I 1 1
CENERAL r � � C� MECHANICAL SCE-IE(`ULES AND LEGEND
G--1 COVER SHEEc=T AND VICINITY AND LOCATION MAPS NI---1
G--2 DRAWING LIST AND CONSTRUCTION PHASING PLAN M - 2 AREA A HVAC PLAN
G-3 GENERAL ABBREVIATIONS NA -3 AREA 8 HVAC PLAN
G--4 GENERA!_ LEGE�JDS AND NOTES M --4 AREA C HVAC IP'..AN UfA
G-5 EXISTING S'IE AND DEMOLITION PLAN M-•5 AREA D HVAC PLAN
G-6 SITE, GRADING AND PAVING PLAN M--6 AREA E= HVAC PLAN AND SEC MONS
D G--7 SITE UTILITIES PLAN M --7 MECHANICAL. ROOM PLAN AND SECTIONS
G-8 SITE PLANS M_8 NOT USED jut
�(,H - A1ICS
G_9 SITE DETAILS M-9 WATER LOOP SCHEMM
G-IU SITE DETAILS M--10 TEMPERATURE CONTRr�L. DIAGRAMS
G.--11 SITE DETAILS M-11 TEMPERATURE CONTROL. DIAGRAMS Ii �� En�M •�nq, Inc.
G.-12 SITE DETAILS M-12 AIR FLOW SCHEMATICS
0_ 13 SITE DETAILS M-13 AREA A PLUMBING PLAN
M-14 AREA C PLUMBING PLAN
ARC (, M-15 AREA E PLUMBING PLAN
UNIFIED SEWERAGE AGENCY
A-1 AREA FLOOR PLAN LAYOUT M--16 DRAIN PIPING ISOMETRIC DIAGRAM OF WASHINGTON COUNTY
A-2 AkEA B INTERIOR DEMOLITION PLAN M-17 DRAIN PIPING ISOMETRIC DIAGRAM
A-3 AREA D INTERIOR DEMOLITION PLAN M-18 MISCELLANEOUS PIPING ISOMETRIC DIAGRAVS
A--4 DEMOLITION SECTIONS M--19 WATER ISOMETRIC DIAGRAM
A--5 AREA A FLOOR F''_AN M-20 HVAC DETAILS
A- 6 AREA B FLOOR AND PLUMBING PLAN M-21 PLUMBING DETAILS
A-7 AREA C FLOOR PLAN M--22 PIPE SUPPORTS AND M!SCELLANEOUS DETAILS
A-8 AREA D FLOOR AND PLUMBING PLAN
H-9 AREA E FLOOR PLAN
A-10 AREAS A,B AND C ROOF PLAN DURHAM R ' r
A-11 AREAS C,D AND E ROOF PLAN B.ECWgCjkL
'iATlny E- i ELECTRICAL LEGEND SUPPORT'
A-12 BUILDING E__E I S
{ A--13 BUILDING ELEVATIONS E-2 ELECTRICAL SITE PLAN
ACI
A-14 BUILDING ELEVATIONS E--3 ONE--LINE DIAGRAM MCC -130001
A-15 BUILDING ELEVATIONS -4 ONE-LINE DIAGRAM MCC-'i 3002 MAWM LW
A-16 WALL SECTIONS E---5 CONTROL DIAGRAMS 1
A--17 WALL SECTIONS E-5 CONTROL DIAGRAMS 2 AIS.) CONSTRILCTM
A-18 WALL SECTIONS E- :� CONTROL DIAGRAMS 3 AND MULTI-OUTLET ASST. SCHEDULE PLAN
A-19 WALL SECTIONS E-8 CIRCUIT AND PANEL SCHEDULES
C A-20 WALL SECTIONS E-9 PANEL SCHEDJLES
A-21 WALL SECTIONS E-10 LAN SCHEDULE
A-22 WALL SECTIONS E-11 AREA A POWER AND LIGHTING PLAN
A--23 !NTERIOR ELEVATIONS E-12 AREA B POWER PLAN
A-24 INTERIOR ELEVATIOtiS E-13 AREA B LIGHTING PLAN
A--25 INTERIOR ELEVATIONS E-14 AREA C POWER AND LIGHTING PLAN
A-26 INTERIOR ELEVATIONS E-15 AREA D POWER AND LIGHTING PLAN
A-27 ROOM FINISH SCHEDULE AND WALL TYPES E-16 AREA; E POWER PLAN
A-28 DOOR SCHEDULE AND WINDOW DETAILS E-17 AREA E LIGHTING PLAN
A-29 AREAS A AND B REDF _ECTED CEILING PLAN E--18 MISCELLANEOUS POWER PLANS
A-30 AREAS C AND E REFLECTED CEILING PLAN E-19 ELECTRICAL DETAILS Project Manager
A-31 ARCHITECTURAL DETAILS E-20 LLECTRICAL DETAILS B. WILLE'Y
A-32 ARCHITECTURAL DETAILS
Designed
A-33 ARCHITECTURAL DETAILS
D. HARMON
A--34 ARCHITECTURAL DETAILS � _
-" Drawn
A-35 ARCHITECTURAL DEI T
S. COOK
TO THOMAS DAIRY Checked
D. HARMON
r ..ice., ..___...�..�_^... .-- _ r - -:x - �S. W. 85TH AVE. Project Number
STRiCTMAL
- ---. _ _ r 000,39-206-102
S-1 AREA A FOUNDATION PLAN Date
S-2 AREA C FOUNDATION PLAN `
. �•' E, � �� +o"S_ - — ---- ---
S-3 AREA E FOUN D?.TION PLAN �.,�._ \� 6-14-93
S--4 ENLARGED FOUNDATION PLANS
S-5 AREA A ROOF FRAMING PLAN � \ "_._..•�.-1 � ' I � �
S_6 AREA C ROOF FRAMING PLAN `� �, - - - - ,• �� � THIS <_ihE IS ONE INCH WHEN
S-7 AREA E ROOF FRAMING PI-AN \, `` � �, � .-ACCESS � DRAWING I5 FtJI_r` SIZE. IF NU"'
f — ` �� GATE �'`�,�4 ONE INCH, SCALE ACCORDINGLY.
S-8 ENLARGED ROOF FRAMING PLAINS I 0 '
S__9 FOUNDATION SECTIONS AND SECTIONAL PLANS
\ \ \
S-10 FOUNDATION SCCTIONS AND DETAILS
S-11 WALL Pl_lP . , ,T ONS
S-12 MISCELLANEOUS STRUCTURAL SECTIONS
S-13 MISCELLANEOUS STRUCTURAL SECTIONS
S-14 ROOF FRAMING SECTIONS
S-15 ROOF EXPANSION ,JOINT SECTIONS
S--16 ROOF FP,AM11`'G SECTIONS AND PRECAST DETAII-S r_ \
S-17 MISCELLANEOUS ROOF FRAMING SECTIONS AND DETAILS �
c �
C-18 MONORAIL BEAM SECTIONS \
S-19 MECHANICAL EQUPMENT SUPPORT DETAILS ivy , ,, PRIMARY
S-20 CANOPY FOUNDATION/'R�OF FRAMING I'� _ % g CLARIFIER o
S-21 MISCELLANEOUS STRUCTURAL SECTIONSI -- E7 _�, NO. 1
a
f E _
PHASE
CONSTRUCTION r-'
LIMITS
NAM
C I AND
T. a
z
II }�
ELECTRICAL WORKS
PHASE it
4'+ • r. r CONSTRUC11ON !IMI TS
a IN SOLIDS PROCEESS.NG
BLDG-TO BE COORDINATED
AS SPECIFIED IN
SECTION 0101 N QED PRO�F�,
\ PARKING LOT, �S- x��,
` IC?S PR(�L5SIN (CONTRACTORS PHASE II 133P
i� BUILDINQ,� ��� STAGING AREA) ,� (,
CONSTRUCTION OkGO��
NOTE: PHASING PLAN coL� -k
CON TRACTOR +0 REFER TO SECTION 01010 FOR _ f R.M��•�'
CONSTRUCTION PHASING REQUIREMENTS
SCALE: 1 " _• 50'
Sheet Number �.._
85TH AVE., 16580
... .2
SIT 93-0018 ^"`
_ �
2OF6
�.... .....,. ,.�,.,. T 1 f 1 111 � T' � 1 1 �, 1995 1 ' '
I F THIS DOCUMENT IS LBSS i T I t T 1 1 T I T T TLEGIBLE THAN T1115 NOTATION � � � 4 � 6 -- _. � r=87 � �� � �Io — � 1 ' Fi�V��� G
IT IS DUE TO "'HR QUALITY OF -- - -- – --- -- - -- --- -- - -- ---- No.9e
THE ORIGINAL, DOCUMENT• -- --- — - - — � � �T
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6 4 2
GRAVEL ROADWAY 81, RE26'
RISER 40'
L; PVMT (TYP)
Y
44. 5th
1-114 S. W. 8 1
00 ST
TREES AND BRUSH
11
D
A
R/W
Englinewin Inc.
R/w
A,, R/w
----7'
....... 15" SS
G�=PW
V HPC
W.V. IE 141.2±- '�j8750 UNIFIED SEV"AGE AGENCY
E 418750
OF WASHINGTON COUNTY
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PREVENTOR VAULT 111J
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FENCE
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PERSONAL GATE
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.---TEI- SERVICE (ABN) (R&R) r"���L.1
=cp W _H IRR IN, \ i FENCE PLANT ENTRANCE
SEE NOTE 4 6" SID ROAD
CN
------------
r-SOF,
S J + 147 AND
—A-N k"o*4-N Vk AA VNA
(ABND) REMOVE FENCIE,
(ABN) PLM
AND GUTTER MOWING STRIP & CURB A
00/01/4 (SEE NOTE
_C� _FM
12" 6
10
C
PAINTING & STORAGE DLDG
3" J ;/, (TO BE DEMOLISHED) REMOVE
4" CS
FOR DEMOLITION ---PRECASTCONC FENCE ONLY
THIS AREA SEE 6
to 0.
4 SHT A-3 PANEL WALL PW i - 01
" % iq, 9" TO BE DEMOLISHED)
21/2 S TM &
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01, k>_-�' (ABN)
1" ��c 8" FW
C M H
BASKETBALL (ABN) " (ABN) f, " . I X,
LL ;7 121' %10 14, 16
- MET -MH Project Manager
/ �'"//HOOP (R & R) AL CANOPY
REMOVE AC ' C
'(TYP) /
IF t)q.0 TO .9E DEMOLISHED) PVMT AROUND 8 WLLEY
EXIST. TOP SLAB
Designed
EMH G JONES
EMH
Drown
REMOVE CS
-INC METER REM A. SALDIVAR
SEE NOTE 4 4 CS VALVE VAULT MH
FRAME & COVER AND TOP SLAB Checked
NG REGULATOR
IE151,4±' • /*
(TYP OF 4) -7 P HARMON
'' DJ ' /% 6
Project Number
14 ilk 12"
-0 00039-206-102
TOF OF BUILDING Dote
FOOTING (TYP)
SERVICE
6-14
BU11-DING 18" -93
MAINTENANCE 14 1
BUILDING 11
C.0. CIO I. THIS LINE IS ONE INCH WHEN
'
C.0. DRAWING IS FULL SIZE. IF NOT
PRIMARY
C. to
ONE INCH. SCALE ACCORDINGLY.
(FOR INTERIOR DEMOLITION 8"
CLARIFIER
(FOR INTERIOR SEE SH A--2)D _ ��`.�,� ," / �8" F W --�, �;�f NO. I
B
R
/10, DEMOLITION SEE .0P b
R
EMH- /C.0'
SH A-3) V o'
ROOF 01 FPHA' NG
C'V,H
101) 4z 2112" STIV & (TYP) J" D v 18"
CONC PLANTER BOX
ROOF
REMOVr_
-D" (ABI`4D)
OVERHANG (TO BE REMOVED) 11/2" C R PVMT ot
1/2 IRP
A. (TYP)
4" SLEEVE REIMOVE FENCE &
So RD (TO REMAIN)
E419000
E419000
MOWING STRIP
RAMP CMH
____ PLANT ENTRANCE
z
z ROAD GN .0
a',
CMH I. I M
C) I r
4,
' / //f C)
20" NOTES:
APPROX EDGE OF EXIST 6
A,)
1 . DIMENSIONS SHOWN FORM FACE OF CURB
(t*, TRENCH AC PATCH (TYP) "o'
ry
nd�' / / FOR DETAIL DEMOLITION 14 AND OUTSIDE EDGE OF BUILDING FLOOR SLAB.
ITION
OF THIS AREA SEE SH A-2
6" CURB (TYP) 2. SAWCUT ALL AC PVMT, CONC CURB &
SLUDGE E 1A H CMH GUTTER -WALK SHOWN FOR REMOVAL @ LIMITS SHOWN.
SIDL
THICKENER CONC PAD 7/
5 to
-iOWN FOR REMOVAL SHALL NOT
,;' ,.,� /1 ,j ?' ��1 , � / BASIN NO. 1 3. ALL TREES NOT SF Cn
BE DISTURBED
1 8 SID 4. REMOVE SECTION OF EXIST. 6" PW AS SHOWN
ON SH G-8. CONNECT NEW PARALLEL 6" PW
IN SEQUENCE SPECIFIED UNDER SECTION 01010.
SLUDGE
" `-
SHALL CONFORM TO
5. PAVEMENT REMOVAL
THICKENER SPEC SECTION 01010.
------ REMOVE AC PVMT, AND CONC CURB &
(SEE NOTE 5)
SW WITHIN LIMITS SHOWN
12'
4"HIPOS, 1211
7
'fFW 12"
ELM
Sheet Number
20'
811H AVL-., 16580
SIT 93-0018 SOLIDS G .5
3 OF /000
M_
IF THIS DOCU ENT !S LESS 6 8 1995
q7TTI 191 29
AUGUST
THAN nnS NOTAT10N, 9 • 10 1 1
_Tv
IT IS DUE TO THE QUALI,ry OF No 36
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nIE ORIGINAL DOCUMENT.
ImIR
UNIFI1
OF W4
6�- S�D :4: �F M
f
6 5 4 I 3 2
'RAVEL ROADWAY
STRAW BALE SEDIMENT BARRIER (TYP)
C PVMT
Lo
L
TEMPORARY CONSIRUCTION W t h A VE
FENCE (TYP) REGRADE AS) APPROVED-
S.
A (SEE NOTE 5)
71 yi
TREES AND BRUSH---,-,, A
, A. - 4 1 Tf' PARKING STALL
A, (TYP)
X AC PVMT
F _ x
0 -T (SEE NOTE 5)
--N 640045.12
F F a,6v HDR Engineering. Inc.
X,
-757.50
E 418 154.25 F 7
k N__6 40145.08CONNECT
IF R/
152 C 418760.27 PARKING ST L
........... 8750 TO EXIST. CURB
6' CHAIN LINK 100 5 FRIPING (TYP)
T z
OF WASHINGTON COUNTY
E418750 z 155.48 PER
FENCE P UNIFIED SEW-RAGE A(XNCY
2 CD CD
2 p -I--
D
Y
TEMPORARIL
LTI
Y C>
156.69 CLOSE TEMP C"INST
CONC. MOWING OD FENCE W/EXIST E
POST
C ON C
C E I
STRIP /07� 5. GAT
r
SEDIMENT FEN' 2-nv LC J
40%NQ,,5TR I P
2"
F T
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N 64D666.94
. . . . . . . . . . X
TEM*P, C ST F�NCE
. . . . . . . 24
E .4 N Gl A TE
\-- PLtANT ENTRANC
+ 156 38 (fY DURHAM N.,
1p .. . . . .
N 639850.95 SID-WALK E
E 418805.05 • • • A`J VM
RQA
((T\lp _N 640015.38 MATCH EXIST. AC P FPM
CONTROL JT (TYP)- Ilk,
CONN. Tc��/E E 418817.19 15 .36 . . . . . . AD W/NEW
A%w;
FENCE N8. #R /--END CURB 0 F " ULITY
156.28 N r-,40015.38
__ I EXIST. MOWING STRIP
. . . . . . . . . .
E 416-17.19
+ SUE
. . . . . . . . . . . . . TERMINATE TEMP
. . . . . . . . . . . . . .
. . . . . . . . . . . 0
CONST FENCE.12- GRADIM AM
® EXIST. FENCE PAVM PLM
60 PLANTING
156.44
GATE STOP
AREA (TYPN
�` / . . N 640148.43 POST
C
lW-z N 640226.98
<
AREAE 4�
E 418823.81
3
AREA A 01
IN 639818.97 (LABORATORY) . 22 . 157.79 R�PLACE .Cg
-E1:5:6.�5 9
E 418855.82 (ADMINISTRATION/ VALVE VAULT
MEETING) HANDICAPPED
LID PER SH
✓ PARKING SIGN PER(a
A
AC P VM
CONN TO EXIST 156.59
CURB PER AREA Q 156.32-
CMH
(LUNCH ROOM/L.00KERS/ 6 .-CONC. WHEEL
160.50 STOP 3 Project Manager
C , \ \\ \ GROUNDS/MECHANIUAL) Fl 56.54
(TYP) B. MLLEY
RAMP eow,17),
• (TYP) Designed
-1 1 .20 2§,
Em H
REPLACE AC PV *T 640135.31
G.JONES
TRENCH DRAIN 156.00
E 418890.37 64 Drawn
/ / r" ,,
TOP OF eUll DIN
FOR DETAIL PLAN E .4188861 An'
'HIS AREA Sl :-OOTING (Typ ELECTRIC GATE (TYP) T. SM I TH
1 5i GA CLOSURE (VIF)
SH G-8 10
WHEELCHAIR Cy) Checked
RAMP 4� V)
r- ELECTRIC GATE
AC p `Q1 D. HARMON
?0,
SW SUPPORT Proj,.-ct Number
S',E R VII C E N 640041.69 (SEE NOT-�4) "
BUILDING E 419927.22 00039-206-102
Date
AREA D MAINTENANCE 4e) GATE POST SIM (TY'
6-14-93
(STORES/WAREHOUSE) BUILDING
0 00 "N'
CROSSWALK STRIPIN j j �!
(TYP) 'E IS ONE INCH MEN
THIS LIN
El�,H PRIMARY
DRAWING IS FULL SIZE. IF NOT
AREA B CLARIFIER ONE INCH, SCALE ACCORDINJI Y.
FOR DETA!( PLAN ti
EMH (MAIN TENANCE/TOOL ROOM) NO, 1
CMH
OF THIS AREA SEE 6" CHS,
OVERHANG 0.
LINK FENCE
SH. G-8 ROOF OVERHANG
(TYP) C
CMH
TYP)U I'll & . / ,*
(01
TRENCH DRAIN
M ST.
156.75 / 17
- 3-6 _E SH G-9)
CURB EL ELECTRI GATE OPERATOR
.20
158.
A APPROX EDGE. OF EXIST L J157.78] & PAD (Sc_
1156
5 TRENCH AC PATCH (TYP)
S W
A 157.27
E4i9O
z z
-SIDEWALK -TAIL PLAN C
A.C. RAMP E419000 NG METER 00
CMH CURB & GUTTER FOR D� 0
C-)
N) (SLOPE GUTTER 10 THIS AREA SEE
oONC NOTES:0
SH G-9
TO PVMT (TYP 12' , RUBLE SWING WAS DOWN
1 1. COORDINATES AND DIMENSIONS SHOWN TO
20"
SIM (TYP) OUTSIDE FACE OF CURB, AND OUTSIDE TOP
;d 5' THIS AREA)) GATE
PAtD
CONN TO 156 OF BUILDING POUTING (TYP) z
ELECTRIC CA
EXIST CURB �__.;Ee 1-4
RT 2. MAINTAIN CONSTANT SLOPE BETWEEN SPOT
STORAGE SEE
SH A-6
6" CURBk YP) ELEVATIONS SHOWN.
SLUDGE z
UJ
-SW
PL�-,NT ENTRANC,
p/
THICKENER 3. COORDINATE CONSTRUCTION WORK SEQUENCE
CONC PAD ROAD AER A TION PER SPECIFICATIONS SECTION 01010 PRIOR <
E r
N, BASIN TO COMMENCING WORK. CLEARING AND GRUBBING
Ilk, IV >',
L M
OMITS EXTEND TO BOUNDARIES OF NEW CONTOURS.
ONSTRUCTION AND PHASE LIMITS SEE SH G--2.- MATCH EXIST 20" �F0
0
PVMT EL (TYP) N ES AS PROVIDED OR REQUIRED B'l-" z
4. DE
E TRI GATE MFR.
SLUGGE AC PVMT PER (TYP.)
L
THICKENER 5. REGRADE ROADWAY SHOULDER AND PROVIDE AC
PR
PMVT AS APPROVED TO ELIMINATE EXIST 6"±
DEPRESSION.
; 53 1
4or 1,0*1
EG rY
AtLSOI-IDS
1 20 Sheet Number
85TH AVE., 16580 PROCESSING "N
SIT 93.0018
Ib 4 OF s G-6
T7� 111111 111T
NT IS LESS III rl-11-1 1 1111TIT'l 1 1995
7`1----77 17 1�. AUGUST 29
LEGIBLE THAN THIS NOTATION,
IF VUS DOCUME �' 1�___-__- -----7TT
1 _7&_F_ --- - -� _--
No 30
L-
IT IS DOT: TO TNE QUALITY 0 F
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CE NOT
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S t-f i _ � �C� � 1��
GRAVEL ROADWAY
` '°" RE
40'
RISER 1� \ -
-AC P\/MT 'TYP)
I Aj
INSTALL 8" vi AC PVIIIA T
PLUG, ON EXIST W.
A
I—A
A
-1A, E
10" SD
-F I
13RUSH MH SD-4 8" PW TEE BRANCH �1 6 D
E
A- A I k _),
x A �\ A,._ I (SEE NOTE 7)
F E
x.. ............. ../W
X/
p
HDR Engineering, Inc.
15" SS
b" A
FW Cz, 1:1 :Ss - EXTEND HYDRANT RISER 18
IE 141.2 \----CONNEC'lr TO FOR NEW G-ND SURF�
E418750 6" SD 1E
E 143-9± EXIST 1 4- 7 50 _C�E JVRF
CB (TYIP) --(4 P DG
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Ul it
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All I.E. 149.9 TO NEW G SURFACE
EL 153.89 I.E. 149.73
2
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AREA C
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D (SEE NOTE 3) A EMH Designed
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IE 152.08
/Z SEPARATOR D. HARMON
AREA -ci:_
,-CONNECT TO EXIST 4 I.E. 154.86
Project Number
2" PW SS 0 IE 153.2±
- - ,� 00039-206-102
VLF) . WIP
CONNECT 90* MJ ELB TO 18/o 00 Dote
14"
EXIST 6" PW (TYP OF 2) IE 152.7;":� -C:4!-SD I
0, 6--14-93
(SEE NOTE 2 & 7) AREA B
4" ORD 114�
0 6" SS
CONNECT TEMP 1" NC TO EMH -I Y2 1R PRIMARY
C4" RD- THIS LINE IS ONE INCH WHEN
23 CONT."I FOR CLARIFIER
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30 DRAWING IS FULL SIZE. 11,
1011 1
SEE SHEET ONE INCH, SCALE ACCORDINGLY.
N
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\ 1 �/ i� o i 29' D LA
(TYP) UNDER SPEC SECTION 01010.
20"
3• PROVIDE TEMP CAP IN AREA C & CONNECTIONS IN AREA
.
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14
N SECTION 01010.
6" CURB(TYP) - PLANJ ENTRANCE 4. DIME"SIONS SHOWN TO OUTSIDE TOP OF BLDG. FOOTING
EMH ,MI-4 ROAD (TYP
PLANT ENTRANCE
AERATION
BASIN FOOTINGS SHALL BE CONIC ENCASED PER
THICKENER CONNECT TO CONC PAD ROAD
SLUDGE
EXIST 6" FW 5, ALL PIPING UNDER AND WITHIN 5' OF BLDG SLABS AND
FW OR
SID
20"
6 VERIFY IN FIELD ALL BURIED PIPE HORIZ & VERT
0
LOCATIONS AT POINTS OF CONNECTION W,/NEW PIPING
SLUDGE PRIOR TO INSTALLATION OF NEW PIPE.
JI COLLAR W/ 4-1 /2" 0 STI TIE RODS AND (-.(,NC
7. PROVIDE STL
THICKENER
OVFD. FIR
THRUST BLOCK AS APPR
I
12 1k
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PLAN Sheet Number
85TH AVE 16580 \ f '
00
SIT 93-0018 2
5 OF 6 0-7
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�,�MOVABLE 1 '- 4" WIDE NIGH UNIFIED SEWERAGE AGENCY
Z
Q OF PIPE -PAVEMENT - 2"x12" RAIN TILE WASHINGTON COUNTY
�- M 2'-10" DENSITY POLYETHE LENE WEEP RAIN
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N \ \ ` EMBEDMENT ----- PAVEMENT
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z O O O 0 0 0 0 --- TOP 1 LIFTING /
w w 00 O U �/3 Hc, fi" AIN �_" COURSE HOLE -
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LJ O � C, � oo - -`- � -_ ov o COURSE PRP.'JEMENT LINE GRATE, SEE DETAIL COURSE o00 00 0 0 � -
000 � O� 0 o boo o THIS SHEET + HOOP 1 O SUPPORT
O OO 1 I o 0 000 0 00 3"
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EMBEDMENT
of Q DRAIN TILE // #3 ® 9" 18"s4 MAX PIPE - '7
WEEP DRAI B PROVIDE JT WITHIN T-
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PLAN EXTRA #3 ALL 3'/i" �.• - 12"
AROUND PIPE
6" 2'-4�h" MIN 6" SS BAFFLE GUIDE --� 6" 2'__3:;'b" - I _6_ "_ I
PIPE TRENCH - DETAIL "�
NTS SFE SPECIFICATIONS SECTION A�- CATCH BASIN -- DETAIL
NTS -
Project Manager
B. W ILEY
Designed
G. JONES
Drawn
S. COO!
Checked
G. JONES
Project Number
00039-206--102
Date
8--14-93
NOTCH FRAME FOR
' REMOVABLE BAFFLE & CB THIS LINE IS ONE INCH WHEN
DRAWItiG IS FULL SIZE. IF NOT
2 --i 0 ONE INCH, SCALE ACCORDINGLY.
-L 21/2"x21/z"x Vh"
-- 3 - 11W'ASPHALT TOP COURSE
BY OTHERS (N.I.C.) a
_ J
00 21/2"ASPHALT BASE COURSE
WELD ALL CORNERS
ALL AROUND GALV
s - ►.-J--� AFTER FABRICATION (TYP)
FRAME DETAIL . .
° O.' ° 0 0 ° 0 ° °
2�-8,. ° o o ° ° ..�. ° PRIME c
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1/� x21/4" FLAT BAR o 0 0 0 o COAT a
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`DWELD ALL AROUND AT ' I
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m
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WELDED FRAME & GRATE DETAI c D " ORE1
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NTS N TS - R.a%�
85TH AVE., 16580
SIT 93-001
60F6 Sheet Numher
G-13
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