RFP - CHEAHA STATE PARK FIRE STATION ADDENDUM 4

3. Masonry Note 18 on S0.1: Please clarify what the word "OPOSED" means. Also, are the 2' long
anchors used only at intersecting walls, or at intersecting walls and corners? Ignore "oposed". Yes
2", not 2', to be used at intersecting walls and corners.
ISSUED THIS 19th DAY OF MAY 2026
____________________________________
Lance Armbrester, PE
Addendum No. 04

EO
O OE
E
OE
O
E
OE
O
E
OE
O
E OE
O E OE
2100 O
E
OE
OE
O
E
OE
O
E
2095 OE
/
OE O
E
OE
O
E
OE
/
O
OE E
2095
BORE HOLE SB7 OE O
E
/
OE
O
E
OE
O
OE E
OE / O
E
OE
O E
OE
W OE /
O
E
OE
BORE HOLE SB6
2090 OE O E
/
OE
W BM# 1 O E
OE
O
E
OE
/
BORE HOLE SB8 S OE 2090
OE
S W
52"x40" METAL GRATE
S OE
OE INLET EL: 2085.65' S D
INV: 2082.07'
OE M
OE
F/
STM
OE
OE S S
15" C
MP STM
W OE
OE BORE HOLE SB5
M
STM OE F/
OE S REDF AREA STM 2085
OE
OE S
OE
M
INV: 2080.98' W OE F
OE S
S
2085
OE
OE
S OE
M
OE S F W
OE OE S
W OE S
OE OE
OE M 9 5
OE OE F 2 0
1 OE
8
2 OE OE W
Y
OE
W W OE F M OE G
OE D
H L
OE B
2080
OE
OE 0 9
OE 0
OE
F
M OE
W
2
OE
2080 W OE OE
8
5
0 OE 2
M F
O
OE E
W
W
OE E O
W M 0 8 0
F 2
2075 OE
OE
W
OE F M BLDG 7 5
0
W 2
OE
OE
M 0
OE F W 2 0 7
W
2070
OE
OE
F
M
W 2095
0 6
5
2
OE
GNIKRAP
W OE W ON
OE
2075
C
GN
O
IK
N
RAP
2 0
6
0
0 9
OE 2 0 3'-0"
6"
2065
OE
W 5 8
0 2 BRE 131A 37 S1K F ROOM 2 0
5 5
OE OE 2 0 8 0 U 3 T 81 6I S9 L F ITY S 3 T 81O 7S0F AGE
0 13'-4" 0 5
OE 2
W PA 1 R 816 K 6 S2 F STAFF PT
OE
OE
OE
0 6 W OE
0
2
2
1
3
SB7
SB6
SB8
SB5
NALP
YTILITU
C-302A
gwd.ESAB-ETIS-S\steehS_\NGISED_5\100525380R\5380\GNE_2\derahS\:Y
515 LOCUST ST.
GADSDEN, AL 35901
PH: (256) 543-9431
This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.
:ON TCEJORP
:ELTIT
GNIWARD
SHEET NO:
:ETAD
NOISSIMBUS/NOISIVER
.ON
:ETAD :ELACS
WEIVER
ROF
-
GNIWARD
LANIF
YLNO
SESOPRUP
PROFESSIONAL SEAL:
COA: ECA105
ADDRESS:
NOITATS
ERIF
KRAP
ETATS
AHAEHC
100525380R
NOISIVID
SKRAP
ETATS
-
RNCDA
6202/71/40
AMABALA
,YTNUOC
ENRUBELC
NWOHS
SA
REMOVE EXISTING TREES IN
CONFLICT W/ DESIGN, TYP.
280 LF (5 ROWS OF 56') OF 36" WIDE
SEE HIGH INTENSITY INFILTRATOR CHAMBERS, QUICK4
20 0 20 SOILS MAP LOW PROFILE (OR EQUAL),
16" MAX TRENCH DEPTH PER SOIL
SCALE IN FEET
SCIENTIST REPORT, SEE PROFILES
SOIL CLASSIFIER BORE
LOCATIONS, TYP
ROW 4
ROW 2
ROW 5 ROW 3
ROW 1
DISPOSAL AREA TO BE FLAGGED,
STAKED, OR OTHERWISE FENCED OFF
AND PROTECTED DURING THE ENTIRE 56' 56'
DURATION OF CONSTRUCTION
5',
MIN. 150 L.F. SPLIT
RAIL FENCE
PRESSURE MANIFOLD,
SEE DETAIL
4" SDR-35 PVC GRAVITY
LINES @ 2% MIN.,
TYP OF 5
~203 L.F. SANITARY SEWER
FORCE MAIN, SANITARY SEWER ALTERNATING DUPLEX GRINDER PUMP,
1.5" SCH 40 PVC, GOULDS AGS1012 GRINDER PUMP
SEE DETAILS THIS SHEET 1HP, 230V (10%), SINGLE PHASE
TOP = 2093.50' (~6" ABOVE SURROUNDING GRADE)
4" INV. IN 2090.00'
STATION BOTTOM 2086.50'
(cid:39)(cid:50)(cid:48)(cid:40)(cid:54)(cid:55)(cid:44)C(cid:3)(cid:58)(cid:36)(cid:55)(cid:40)(cid:53)(cid:3)(cid:49)(cid:50)(cid:55)(cid:40)(cid:54)
TIE TO EXISTING 3" PVC WATER
SERVICE (APPROXIMATE
WATER LINES SHALL BE:
~ INSTALLED WITH A MINIMUM HORIZONTAL SEPARATION OF 5 FEET FROM SANITARY SEWER, WHEN CROSSING GRAVITY SEWERS OR FORCE MAINS, WATER LOCATION - FIELD VERIFY)
1.
LINES SHALL BE INSTALLED WITH A MINIMUM VERTICAL SEPARATION OF 18" AND THE WATER LINE SHALL BE CASED WITH 10 LINEAR FEET OF STEEL PIPE, SEE
UTILITY CROSSING DETAIL
2" WATER SERVICE SHALL BE:
~52 L.F. WATER SERVICE LINE,
~ CL 200 PVC
2. ~ MARKED WITH NO. 10 COPPER LOCATOR WIRE 2" CL 200 PVC, SEE DETAILS
~ 36" MINIMUM COVER THIS SHEET
NOTE: SEE TYPICAL TRENCH DETAIL FOR ADDITIONAL INFORMATION
CONTRACTOR SHALL FURNISH ALL BENDS AND FITTINGS AS REQUIRED FOR WATER SERVICE INSTALLATION.
~ ALL BENDS AND FITTINGS SHALL BE DUCTILE IRON (D.I.) MECHANICAL JOINT (M.J.)
3. ~ ALL VALVES, BENDS, FITTINGS, AND TAPPING SLEEVES AND VALVES SHALL HAVE CONCRETE THRUST BLOCKS, SEE DETAIL
~ ALL FITTINGS SHALL BE THE SAME SIZE AND PRESSURE RATING AS THE PIPE.
SANITARY SEWER SERVICE
~ ALL VALVES SHALL BE DUCTILE IRON (D.I.)
W/ TWO-WAY CLEANOUT
SEE MECH FOR
CONTINUATION
(cid:54)(cid:36)(cid:49)(cid:44)(cid:55)(cid:36)(cid:53)(cid:60)(cid:3)(cid:54)(cid:40)(cid:58)(cid:40)(cid:53)(cid:3)(cid:49)(cid:50)(cid:55)(cid:40)(cid:54)
ALTERNATING DUPLEX CONTRACTOR SHALL FURNISH ALL BENDS, FITTINGS, AND CLEANOUTS AS REQUIRED FOR SEWER LATERAL INSTALLATION.
CONTROL PANEL W/ ALARM 1. ~ PIPE LENGTHS AND SLOPES CAN BE FOUND ON PLANS
NOTE: SEE TYPICAL CLEANOUT DETAILS FOR ADDITIONAL INFORMATION BY PUMP MANUFACTURER
1.5" SANITARY SEWER FORCEMAIN SHALL BE: MOUNTED TO BUILDING,
~ SCH 40 PVC SUBMITTAL REQUIRED
2. ~ MARKED WITH NO. 10 COPPER LOCATOR WIRE
~ 36" MINIMUM COVER
NOTE: SEE TYPICAL TRENCH DETAIL FOR ADDITIONAL INFORMATION
6202/71/40
DIB
ROF
EUSSI
10
TALLAPOOSA RIVER ELECTRIC COOP
OVERHEAD POWER & EASEMENT
1000 GALLON SEPTIC TANK W/ INTEGRAL PUMP
CHAMBER, MITCHELL CONCRETE SPECIALTIES
M1000IPC (OR EQUAL) W/ EFFLUENT FILTER
(POLYLOK PL-68 OR EQUAL)
6202/70/50
1
MUDNEDDA
20
2
3
6202/21/50
2
MUDNEDDA
30
2
6202/91/50
4
MUDNEDDA
40
05/19/2026
4